FAH PROFESSIONAL WORK SAMPLES
FELIPE ANTONIO HERNANDEZ A: 10641 LA GRANGE AVE, APT 304 LOS ANGELES, CA 90025 P: 305-301-6695 E: FELIPEAH3@GMAIL.COM FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 1
SELECTED WORKS INDEX
PROFESSIONAL WORK (2012 - PRESENT
1450 CLOVERFIELD
3
2225 BROADWAY
9
2822 YALE / SM
15
VALENCIA APARTMENTS
23
DONGHIA SHOWROOM
29
CRANDON PARK TENNIS CENTER
35
TUBULAR WALL
37
SEEMLY RECOGNIZABLE
39
MIXED-USE RESIDENTIAL APARTMENT BUILDING W: TIGHE ARCHITECTURE
MIXED-USE RESIDENTIAL APARTMENT BUILDING W: TIGHE ARCHITECTURE
MIXED-USE RESIDENTIAL APARTMENT BUILDING W: TIGHE ARCHITECTURE
MIXED-USE RESIDENTIAL APARTMENT BUILDING W: TIGHE ARCHITECTURE
COMMERCIAL W: TIGHE ARCHITECTURE
SPORTS & RECREATIONAL W: BEA ARCHITECTS
WITHOUT COVER
ARCHITECTURE INSTALLATION W: EYRC ARCHITECTS
ART INSTALLATION W: JULIANA CIANFAGLIONE JOAO VELEZQUEZ MARIA JOSE HERRERO
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 2
1450 CLOVERFIELD
LOCATION: SANTA MONICA, CA
FIRM: PATRICK TIGHE ARCHITECTURE PROJECT ROLE: PROJECT DIRECTOR / DESIGNER PROGRAM: MIXED-USE APARTMENT BUILDING SIZE: 34 UNITS - 90,000 SQFT. PROJECT STATUS: UNDER CONSTRUCTION (TO BE COMPLETED - SUMMER 2022)
LOCATED IN THE VIBRANT MID-CITY OF SANTA MONICA, TWO PROJECTS ARE UNDER CONSTRUCTION ON THE BUSY INTERSECTION OF CLOVERFIELD BLVD. AND BROADWAY STREET. THE FIRST OF THE TWO PROJECTS, CLOVERFIELD MIXED-USE DEVELOPMENT SITS HEAVY AT THE PRECIPICE CORNER SITE. THIS PROJECT CONSISTS OF 34 MARKET-RATE AND AFFORDABLE UNITS ON TWO LEVELS OF TYPE-IIIA CONSTRUCTION OVER A CONCRETE PODIUM. TWO LEVELS OF PARKING OCCUPY SPACE BELOW GRADE WHILST CHISELED PLANES OF CONCRETE FRAME EXPANSIVELY GLAZED RETAIL SPACE ON GROUND LEVEL. IN CONTRAST TO ITS SISTER BUILDING IN THE SAME STREET, THIS PROJECT USES A DARKER MATERIAL PALETTE WITH DARK COLORED CORRUGATED METAL AND WALNUT COLORED SMOOTH STUCCO. THIS CREATES A RICH PATCHWORK OF TONE AND TEXTURE AND ALWAYS NATURAL GREEN PATCHES TO BRING BOLD COLORS TO BRING THE PROJECT TO LIFE. AT THE CORNER OF THE BUILDING, THE CRACK OPENS UP THE MONOLITH SCULPTURAL FORM TO CELEBRATE THE CORNER OF THE BOULEVARD. PROJECT RESPONSIBILITIES: - AS THE PROJECT DESIGNER DEVELOPED COMPLETE FEASIBILITY STUDIES, SD, DD, CD SETS. - PRESENTED THE PROJECT TO CITY OF SANTA MONICA ARB. - PROJECT DIRECTOR DURING CD PHASE. - DESIGNER OF INTERIOR PACKAGE. - CURRENTLY PROJECT DIRECTOR DURING CONSTRUCTION ADMINISTRATION PHASE ALONG W/ KERVIN LAU. CLIENT LA TERRA DEVELOPMENT, LLC COLLABORATORS MARK TESSIER LANDSCAPE ARCHITECTURE eSQUARED LIGHTING CORE STRUCTURE DKE ENGINEERING TIGHE TEAM MEMBERS KERVIN LAU - PROJECT DIRECTOR ANTONIO FOLLO ANDREINA PEPE BEN MAERTENS FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 3
5747 VENICE BLVD. LOS ANGELES, CA. t 323.424.7594 www.tighearchitecture H
I.2
J
K
L.2
7/8" x 1-1/2" BRONZE METAL RAIL TOP N.2 O GLASS
M
139' - 4 3/4"
8' - 0"
16' - 1"
5' - 7"
1 A812
5' - 6" 4' - 6" 10' - 9"
SLOPE 2%
CONTINUOUS SELF-ADHERED WATERPROOF MEMBRANE
SLOPE 2%
ROOF DECK FINISH FLOOR 186' - 3"
RECESSED FASTENED ALUMINUM SHOE FOR GLASS GUARD
ROOF LEVEL 185' - 3"
FIRE-RATED BLOCKING AS REQUIRED [SSD]
FIRE-RATED EXTERIOR PLYWOOD [SSD] 10 A813
METAL LATH OVER CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR
PLYWOOD [SSD]
1" SMOOTH STL TROWELLED STUCCO PLASTER DOUBLE 5/8" TYPE X DENSGLASS
R-21 BATT INSULATION BLOCKING AS REQUIRED [SSD] 3 SHEET METAL SILL PAN UNDER A861 THE DOOR SUBSTRATE FIRE-RATED WD BEAM [SSD]
GUARDRAIL DETAIL @ BALCONY 1 1/2" = 1'-0"
METAL SALES, FLAT METAL PANEL, ICC-ESR #2385 [SEE A021]
21' - 3"
PL
11' - 0"
FIRE-RATED WD HEADER [SSD]
21' - 0" 10' - 0"
A
FIRE-RATED WD BLOCKING AS REQUIRED [SSD] EXPOSED POUR IN PLACE REINFORCED CONCRETE SLAB [SSD]
F.1
DRIP EDGE 3 A814
STUCCO EDGE MOLDING
9' - 6"
H
J
12' - 10 3/4"
K
8' - 9 1/4"
1" SMOOTH STL TROWELLED STUCCO PLASTER 16' - 0" METAL STUD BLOCKING AS REQUIRED [SSD]
22' - 2 3/4"
L.1
M
N.1
1/8" = 1'-0"
1
3 A813
5/8" TYPE X DENSGLASS O METAL LATH CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR
16
ELEVATOR PENTHOUSE 203' - 3"
13 20' - 2"
10.2
6.2
5' - 8"
7
1 1/2" = 1'-0"
2 A600
8' - 0"
9' - 2"
17' - 0"
12
SLIDING DOOR SILL AND HEADER DETAIL @ BALCONY
15' - 10"
136' - 4" 49' - 9"
5.2 4' - 9"
4
2.2
14' - 3"
17' - 2"
4' - 6"
SLOPE 2%
RESIDENTIAL LOBBY
POUR IN PLACE REINFORCED EXPOSED CONCRETE SLAB [SSD]
4 A861
PL 11' - 0"
PARKING LEVEL 2 129' - 3" 13' - 0"
GUARDRAIL SHOE DETAIL @ BALCONY 1 1/2" = 1'-0"
8
16
5' - 0"
14.1
20' - 2 1/4"
13
3' - 3 3/4"
12
11.1
18' - 0"
10' - 6"
9.1
SLIDING DOOR SILL DETAIL @ CONCRETE PODIUM 3" = 1'-0"
5
16' - 6"
8.1
26' - 2"
7.1
11' - 8"
4
12' - 0"
3.1
PARKING LEVEL -2
MATERIAL LEGEND
PL
EXPOSED POUR IN PLACE REINFORCED CONCRETE SLAB [SSD]
21' - 0"
PARKING LEVEL 1 139' - 3"
10' - 1"
11' - 0"
GRIND AND POLISHED EXPOSED CONCRETE FLOOR
DRIVEWAY RAMP
10' - 0"
STUCCO EDGE MOLDING
PARKING LEVEL 1 139' - 3"
SHEET METAL SILL PAN UNDER THE WINDOW SUBSTRATE 25' - 0"
GRIND AND POLISHED EXPOSED CONCRETE FLOOR
2 A809
BRONZE ANODIZED ALUMINUM SLIDING DOOR FRAME/TRACK [SEE PLANS AND SCHEDULE]
3 A861
SLOPE 2% P.L.
GROUND LEVEL 150' - 3"
CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR
PARKING LEVEL -1
RFI#056 03 / 04 / 22
9' - 1"
10' - 9"
SHEET METAL SILL PAN UNDER THE WINDOW SUBSTRATE
A.N.G
5/8" TYPE X DENSGLASS
PLAN CHECK 5TH SUBMITTAL 10 / 01 / 19
DUAL PANE GLAZING 45°
10' - 9"
10' - 0"
OPEN TO BEYOND
- 3" 1" SMOOTH STL TROWELLED STUCCO 150' PLASTER
RIM BEAM [SSD]
RFI#056 03 / 04 / 22
PLAN CHECK 3RD 3 SUBMITTAL 03 / 18 / 19
10' - 0"
BROADWAY
PLYWOOD [SSD]
METAL LATH
PLAN CHECK 5TH SUBMITTAL 1
PLAN CHECK 2ND SUBMITTAL 12 / 21 / 18
A809
8' - 2" MIN VERTICAL CLEARANCE
1/4" ACOUSTI-MAT UNDERLAYMENT
(85'-0" MAX HT PER BLDG CODE)
36' - 0"
CONTINUOUS TREMCO 250GC LIQUID WP OR SIMILAR SELF-ADHERED WP MEMBRANE
(36'-0" MAX. HT ALLOWED PER SMMC) 43' - 10"
SECOND LEVEL 163' - 9"
1" GYPCRETE TOPPING SLAB [SSD]
PLAN CHECK 4TH SUBMITTAL 0
PLAN CHECK SUBMITTAL 09 / 17 / 18
DAYLIGHT PLANE ADJACENT TO R DISTRICT 10' - 0"
BRONZE ANODIZED ALUMINUM SLIDING DOOR FRAME/TRACK [SEE PLANS AND SCHEDULE]
13' - 6"
STUCCO EDGE MOLDING
DEX-O-TEX, WEATHERWEAR, ICC-ESR #1757 [SEE A020]
PLAN CHECK 3RD SUBMITTAL
REVISIONS
PLAN CHECK 4TH SUBMITTAL 05 / 31 / 19
THIRD LEVEL 174' - 6"
FASTENED BRONZE ANODIZED ALUMINUM SHOE FOR GLASS GUARD
PLAN CHECK 2ND SUBMITTAL
2 A814 GROUND LEVEL 150' - 3"
ROOF LEVEL 185' - 3"
METAL FLASHING
PLAN CHECK SUBMITTAL 09 /
3
MESH SCREEN
DUAL PANE GLAZING
REVISIONS
PL
1 1/2" = 1'-0"
PARAPET 189' - 9" ROOF DECK FINISH FLOOR 186' - 3"
RETAIL 4
1 6' - 6"
EDGE DETAIL @ CONCRETE PODIUM
1 A600
5' - 6"
STAIR PENTHOUSE 195' - 3"
15.2
2' - 2"
5 A814
SLOPE 2%
SECOND LEVEL 163' - 9"
SOUTH ELEVATION
13' - 6 1/4" 1" SMOOTH STL TROWELLED9' - 6" STUCCO PLASTER
C.1
CLOVERFIELD MIXED-USE 1450 CLOVERFIELD BLVD SANTA MONICA, CA 90404
FIRE-RATED EXTERIOR PLYWOOD [SSD]
5/8" TYPE X DENSGLASS 31' - 0"
UNIT 213
4 A814
CONTINUOUS SELF-ADHERED WATERPROOF MEMBRANE
METAL LATH OVER CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR FLASHING WITH DRIP EDGE AS REQUIRED SELF-ADHERED BITUTHANE WP MEMBRANE ABOVE FRAME FLASHING, ICC-ES ESR #2783 DOUBLE LAYER OF 5/8" TYPE X GYP. BOARD BRONZE ADONIZED ALUMINUM SLIDING DOOR FRAME/TRACK [SEE PLAN & DOOR SCHEDULE]
16' - 0"
10' - 9"
FIRE-RATED BLOCKING AS REQUIRED [SSD]
PARKING LEVEL 2 129' - 3"
8 A814
CLOVERFIELD BLVD.
FASTENED DOUBLE FIRE-RATED 2X TOPPING PLATE [SSD]
CLOVERFIELD MIXED-US 1450 CLOVERFIELD BLVD SANTA MONICA, CA 9040
SLOPE 2%
THIRD LEVEL 174' - 6"
DOUBLE LAYER OF 5/8" TYPE X GYP. BOARD
UNIT 313
7 1 SK#010-1 A814
FIRE-RATED EXTERIOR PLYWOOD [SSD]
PL
5747 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
4
FIRE-RATED DECK JOIST [SSD]
GROUND LEVEL 150' - 3"
9 A813
METAL SALES FLAT METAL PANEL ICC-ESR #2385 [SEE A021]
1/4" ACOUSTI-MAT UNDERLAYMENT OPEN TO BEYOND
A.N.G 150' - 3"
PARKING LEVEL 1 139' - 3"
PARAPET 189' - 9"
METAL SALES FLAT METAL PANEL ICC-ESR #2385 [SEE A021]
2 A610
VIYNL TILE FLOOR FINISH 1" GYPCRETE TOPPING SLAB [SSD]
10' - 9"
36' - 0" (36'-0" MAX. HT ALLOWED PER SMMC) 43' - 10" (85'-0" MAX HT PER BLDG CODE)
1 A811
DEX-O-TEX, WEATHERWEAR, ICC-ESR #1757 [SEE A020] ALUMINUM SLIDING DOOR FRAME/TRACK
13' - 6"
23RD STREET
3/4" TEMPERED GLASS GUARDRAIL 2' - 4" 42" A.F.F.
35' - 11"
13' - 6"
9' - 2"
9' - 6"
DUAL PANE GLAZING
ROOF LEVEL 185' - 3"
SECOND LEVEL 163' - 9"
4' - 1"
1 A610
PARAPET 189' - 9" ROOF DECK FINISH FLOOR 186' - 3"
THIRD LEVEL 174' - 6"
5' - 5"
MESH SCREEN
17' - 0"
STAIR PENTHOUSE 195' - 3"
1 A831
3' - 2"
9' - 3"
G.2
6' - 10"
9' - 3"
F.2
12' - 2"
12' - 6"
E.2
7' - 1"
3' - 6"
D.2
29' - 1"
1' - 0"
B.2
2' - 2"
10' - 9"
A
ELEVATOR PENTHOUSE 203' - 3"
BFC C CMU GL GYP MP1 MP2 MP3 MPC MT PFP ST1 ST2 ST3 ST4 HRS GW
EAST ELEVATION 1/8" = 1'-0"
1
TYP. STOREFRONT GLAZING SILL @ CONCRETE SLAB 3" = 1'-0"
2
BOARD FORM CONCRETE CAST-IN-PLACE CONCRETE CMU STACKED BOND W/ DARK GREY GROUT TEMPERED GLASS GUARDRAIL 5/8" TYPE X GYP BD PAINTED FLAT METAL PANEL MATTE PARKING LEVEL 2 BLACK FLAT METAL PANEL 129'MEDIUM - 3" BRONZE STEEL PANEL GREEN PATINA CORRUGATED METAL PANEL TL-1222 MATTE BLACK 2 x 2 ALUMINUM TUBES PRE-FABRICATED PLANTER STL TROWELLED STUCCO PAINTED BRONZE STL TROWELLED STUCCO INTEGRAL LIGHT GRAY STL TROWELLED STUCCO INTEGRAL WHITE STL TROWELLED STUCCO COLOR TO MATCH CONCRETE 1/8" HOT-ROLLED STEEL PANEL GREEN WALL
<varies> <varies> <varies> <varies> <varies> <varies> <varies> <varies> <varies> <varies> <varies> <varies> <varies>
1 A809
SOUTH ELEVATION & EAST ELEVATION
WALL SECTION AND D
A500
A814
2 WALL SECTION E 1/4" = 1'-0"
1
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 4
CONFEREN SOCIAL S
GY A
1 A610
C.1
F.1
H
1 A510
J
K
L.1
2 A610
M
N.1
O
139' - 4 3/4" 9' - 6"
2' - 0"
CONCRETE DRIVEWAY RAMP 129.25'
3.1
20% SLOPE
10% SLOPE
10' - 0"
11' - 8"
18' - 0" UP
4
8' - 9"
22' - 3"
16' - 0"
9"
1 17' - 4" 4' - 9"
CAPTURE & REUSE TANK LOCATION
7' - 4"
7' - 9"
0.04 STORAGE RM 2 FF EL. 129'-3" CONCRETE CH 9' - 1" CONCRETE
0.05 STORAGE RM 1 FF EL. 129'-3" CONCRETE CH 9' - 1" CONCRETE
3' - 8"
15' - 0"
12' - 11"
17'
3.1
11' - 4"
UP
9' - 6"
5747 VENICE BLVD. LOS ANGELES, CA. 90 t 323.424.7594 www.tighearchitecture.c
1' - 6" 2' - 0"
17' - 6"
4
7' - 5"
5' - 0"
17' - 1"
13' - 6"
27' - 5"
10' - 0"
42 1/2"
31' - 0"
11
4' - 11"
16' - 0"
12' - 0"
1
(10' MIN. RAMP DRIVEWAY) (10' MIN. RAMP DRIVEWAY)
4"
AXONOMETRIC FACETED WALL @ LOBBY ENTRY
15' - 0"
17' - 4"
2" UPHOLSTERY CUSHION 129.25'
8' - 6"
9' - 8"
7' - 9"
26' - 2"
UP
2"
5' - 10"
3/4" PLYWOOD [SSD]
9' - 2"
EV CHARGING STATION (SEE A025)
1/8" HOT-ROLL STEEL PLATE
PORCELAIN TILE FLUSH W/ CONC.
7.1
7.1
25' - 0" (22' MIN. DRIVEWAY RESIDENTIAL AISLE)
18' - 0"
METAL FRAMING AS REQUIRED 8.1 [SSD]
5' - 6"
1' - 2"
18' - 0"
25' - 0" (22' MIN. DRIVEWAY RESIDENTIAL AISLE)
COMMERCIAL ELEVATOR PIT
129.25'
2 A500
3" REVEAL
8.1
1 A600
3"
CONCRETE DRIVEWAY AISLE 13' - 11"
STEEL LIGHT FIXTURE FRAME
10"
6' - 0"
11.1 12 0.01 RES. BICYCLE RM 1 FF EL. 129'-3" CONCRETE CH 9' - 1" CONCRETE
1' - 2"
8' - 0"
2' - 8"
20' - 2"
UP
14" DIAMETER LIGHT FIXTURE (SEE LIGHTING DRAWINGS) REVISIONS
PLAN CHECK SUBMITTAL 09 / 17
129.25'
PLAN CHECK 2ND SUBMITTAL 12 PLAN CHECK 3RD SUBMITTAL 03
CONCRETE DRIVEWAY AISLE
PLAN CHECK 4TH SUBMITTAL 05
11' - 0"
5/8" TYPE X GYP BD.
129.25'
7' - 10"
3' - 6" 2' - 3"
2 A600
9.1
25' - 11"
1/8" HOT-ROLL STEEL PLATE 12
STORAGE RM 3 5' - 9"
PLAN CHECK 5TH SUBMITTAL 10 SEWAGE EJECTOR (SSD FOR DETAIL)
8' - 8"
RFI#056 03 / 04 / 22
13
13
5' - 0"
18' - 0" 10" 24" 24" 24" 24" 24" 24" 18"
17' - 1"
14.1
VARIES AS PER PLAN
9
16' - 0"
1 A814
F.1
16' - 0"
1 A610
31' - 0"
K
L.1
1/8" = 1'-0"
1 A510
J
13' - 6"
9' - 6"
° 74
10' - 0"
12' - 0"
5' - 0"
UP
K
L.1
9' - 6"
10' - 0"
11' - 8"
10% SLOPE
UP
17' - 6"
N.1
2' - 0"
20% SLOPE
22' - 3"
16' - 0"
5' - 0"
22' - 0"
15' - 1"
DN
0.11 STORAGE RM 5 FF EL. 139'-3" CONCRETE CH 10' - 1" CONCRETE
15' - 1"
139.25'
10% SLOPE
20% SLOPE
3' - 8"
UP
DN
25' - 0" (22' MIN. DRIVEWAY RESIDENTIAL AISLE)
2' - 0"2' - 0"
3"
7.1
7' - 11"
PORCELAIN TILE FLUSH W/ CONC.
2 A510
COLUMN ELEVATION DETAIL
0.12 STORAGE RM 4 FF EL. 139'-3" CONCRETE CH 10' - 1" CONCRETE 18' - 6"
8' - 7"
16' - 6"
7' - 3"
5' - 0"
20' - 0"
25' - 0" (25' MIN. DRIVEWAY COMMERCIAL AISLE)
18' - 0"
1/2" = 1'-0"
5' - 6"
136' - 4"
7' - 10"
CONCRETE DRIVEWAY AISLE
20' - 2"
2' - 8"
139.25' UP
DN
3' - 6" 2' - 3" 11' - 0"
2 A600
R
1'
25' - 0" (25' MIN. DRIVEWAY COMMERCIAL AISLE)
5' - 6"
5' - 9"
11.1 12 REVISIONS
SLEEVE W/ 3" ST PLAN CHECK SUBMITTAL 09 / 17 /
PLAN CHECK 2ND SUBMITTAL 12 / CONCRETE DRIVEWAY AISLE
PLAN CHECK 3RD SUBMITTAL 03 / PLAN CHECK 4TH SUBMITTAL 05 /
24" ROUND COL PLAN CHECK 5TH SUBMITTAL 10 /
2' - 0"2' - 0"
5' - 0"
5/8" TYPE X DENSGLASS
RFI#056 03 / 04 / 22
16' - 0"
24"
14"
11' - 0"
FUTURE EVCS (SEE A025)
16' - 6" 13' - 0"
0.09 MECHANICAL ROOM 3 FF EL. 139'-3" CONCRETE CH 10' - 1" CONCRETE
14"
14.1
0.10 MECHANICAL ROOM 4 FF EL. 139'-3" CONCRETE CH 10' - 1" CONCRETE
4' - 0"
MATERIAL MATERIAL LEGEND LEGEND
1 1/2" STL TUBE BFC BFC BOARD BOARD FORM FORM CONCRETE CONCRETE C C CAST-IN-PLACE CAST-IN-PLACE CONCRETE CONCRETE CMU CMU CMU CMU STACKED STACKED BOND BOND W/W/ DARK DARK GREY GREY GRO GR 16 GLGL TEMPERED TEMPERED GLASS GLASS GUARDRAIL GUARDRAIL GYP GYP 5/8" 5/8" TYPE TYPE XX GYP GYP BD BD PAINTED PAINTED MP1 MP1 FLAT FLAT METAL METAL PANEL PANEL MATTE MATTE BLACK BLACK MP2 MP2 FLAT FLAT METAL METAL PANEL PANEL MEDIUM MEDIUM BRONZE BRONZE MP3 MP3 STEEL STEEL PANEL PANEL GREEN GREEN PATINA PATINA MPC MPC CORRUGATED CORRUGATED METAL METAL PANEL PANEL TL-1222 TL-1222 MAT M MT MT 2 x2 2x ALUMINUM 2 PARKING ALUMINUM TUBES TUBES -1 1 1/8" = 1'-0" PFP PFP PRE-FABRICATED PRE-FABRICATED PLANTER PLANTER ST1 ST1 STL STL TROWELLED TROWELLED STUCCO STUCCO PAINTED PAINTED BRON BRO PARKING LEVEL -1 ST2 ST2 STL STL TROWELLED TROWELLED STUCCO STUCCO INTEGRAL INTEGRAL LIGH LIG ST3 ST3 STL STL TROWELLED TROWELLED STUCCO STUCCO INTEGRAL INTEGRAL WHI WH A210 ST4 ST4 STL STL TROWELLED TROWELLED STUCCO STUCCO COLOR COLOR TO TO MAT M HRS HRS 1/8" 1/8" HOT-ROLLED HOT-ROLLED STEEL STEEL PANEL PANEL GW GW GREEN GREEN WALL WALL 1 1/2" STL PIPE
17' - 1"
1 A813
1 A814
1 A810
1 A500
A
C.1
F.1
H
J
K
L.1
M
N.1
O
6" -2
D.2 7' - 1"
8' - 9"
F.2
3' - 5"
G.2
6' - 10"
H
I.2
3' - 2"
43' - 8"
4' - 1"
10' - 9"
D
CLOVERFIELD MIXED-USE 1450 CLOVERFIELD BLVD SANTA MONICA, CA 90404
L PL. 140.20'
5' - 4"
150.68'
14' - 0" - 0" 214' A500
SLOPE
D
SLOPE
9.1
7' - 6"
L
10' - 5"
16' - 7"
E
1.01 RETAIL 1 FF EL. 150'-6" CONCRETE CH 12' - 3" CONCRETE
72"
I
24"
7' - 7"
43' - 9"
5' - 0"
8' - 1"
150.25'
10' - 5"
16' - 10"
11' - 1"
F
8' - 6"
10.2
11.1
16" 24" 24"
90"
22' - 2"
10' - 1"
19' - 1"
1 1/2" 1 1/2" XX 1 1/2" 1 1/2" STL STL TUBE TUBE - 4"
E
12
7'
REVISIONS
V
PLAN CHECK SUBMITTAL 09 / 17
O
SLEEVE SLEEVE W/W/ 3"3" STEEL STEEL PLATE PLATE
30' - 6"
4"4"
PLAN CHECK 4TH SUBMITTAL 05
23' - 6"
12' - 10"
4' - 10"
3"3" 8' - 10"
8' - 10"
SLOPE
14.1
SLOPE
2' - 2"
4' - 2"
15.2
STEEL STEELBRACKET BRACKETATTACHMENT ATTACHMENT
PL. 140.49'
B.2
C.1
D.2
E.2
F.1
F.2
12' - 1"
24" 24" ROUND ROUND CONCRETE CONCRETE COLUMN COLUMN (SSD) (SSD)H I.2 J K
G.2
B
R
O
A
D
W
A
6' 6' - 6" - 6" L.1
77
3"3" == 1'-0" 1'-0"
L.2
M
N.1
16
6' 6' - 0" - 0" N.2
O
GROUND LEVEL PLAN 1/8" = 1'-0"
6' 6' - 0" - 0" 1
Y GROUND LEVEL PLAN
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 5 4' - 6" 4' - 6"
VARIES AS PER PLAN VARIES AS PER PLAN
A
RFI#056 03 / 04 / 22
13
23' - 6"
14" 14" DIAMETER DIAMETER LIGHT LIGHT FIXTURE FIXTURE (SEE (SEE LIGHTING LIGHTING DRAWINGS) DRAWINGS)
13' - 4"
1' - 2" 1' - 2"
2' - 8"
- 3"
0' - 10"
6'
19' - 1"
1 A500
99
24" 24" ROUND ROUND COLUMN COLUMN (SSD) (SSD)
STEEL STEEL LIGHT LIGHT FIXTURE FIXTUREFRAME FRAME
12' - 5"
PLAN CHECK 5TH SUBMITTAL 10
C
'32 3' - 8"
8' - 8"
PLAN CHECK 2ND SUBMITTAL 12 PLAN CHECK 3RD SUBMITTAL 03
9"
2 A600
L
28' - 6"
3' - 8"
55' - 4"
55' - 4"
3" 3"
3' - 8"
1.02 RETAIL 2 FF EL. 150'-3" CONCRETE CH 12' - 6" CONCRETE
3"3" REVEAL REVEAL
UP
21' - 0"
20' - 2"
1.03 RETAIL 3 FF EL. 150'-3" CONCRETE CH 12' - 6" CONCRETE
N
8"8"
3"3" == 1'-0" 1'-0"
17'17' - 7" - -7" 7' 6"
7' - 11"
1.04 RETAIL 4 FF EL. 150'-3" CONCRETE CH 12' - 6" CONCRETE
10' - 10"
10 10
7.1
6' - 10"
1 1/2" 1 1/2"
7' - 4"
VARIES V.I.F. VARIES V.I.F. VARIES V.I.F. VARIES V.I.F.
3"3" == 1'-0" 1'-0"
STEEL STEELBUILT BUILTININBENCH BENCHDETAIL DETAIL
22' - 6"
25' - 9"
7' - 4"
7' - 6"
10' - 5"
7' - 10"
7' - 6"
7' - 11"
16
STEEL STEELBUILT BUILTININBENCH BENCHDETAIL DETAIL
6.2
23" 19' - 1"
23' - 6"
7' - 11"
5' - 3"
3
12
15.2
GYP GYP
4' - 0"
7' - 6"
14.1
5/8" 5/8" TYPE TYPE XX GYP GYP BD. BD.
12' - 0"
4' - 0" 25' - 4"
6' - 7" 15' - 8"
R
D
23' - 7"
2' - 0" 2' - 0"
1/8" 1/8" HOT-ROLL HOT-ROLL STEEL STEEL PLATE PLATE
11' - 7"
V
10' - 5" 16' - 5"
7' - 6"
5' - 0"
3/4" REVEAL 3/4" REVEAL
5.2
3' - 6"
1' - 11"
16' - 10"
8' - 0" 7' - 9"
PL. 140.21'
16' - 6" 136' - 4"
R
10' - 6"
E
E
1.11 HEALTH & WELLNESS FF EL. 150'-3" CONCRETE CH 12' - 6" CONCRETE
10.2
13
12' - 7"
GYP GYP 150.80'
4.8% SLOPE
7' - 6"
1 1/2" 1 1/2"
5° 235° 23
1/2" TYPE DENSGLASS 1/2" TYPE XX DENSGLASS
1" = 1'-0"
8.1
DN
1/2" TYPE DENSGLASS 1/2" TYPE XX DENSGLASS
5
1.10 MANAGEMENT OFFICE FF EL. 150'-9" CONCRETE CH 12' - 0" CONCRETE
RESIDENTIAL LOBBY
5' - 11"
1 A600
2
6" 6"
METAL METAL FRAMING FRAMING ASAS REQUIRED REQUIRED [SSD] [SSD]
4
COLUMN PLAN DETAIL
UP
9.1
11.1
5747 VENICE BLVD. LOS ANGELES, CA. 90 t 323.424.7594 www.tighearchitecture.c
31' - 2"
14' - 0"
5' - 2"
3/4" 3/4" PLYWOOD PLYWOOD [SSD] [SSD]
METAL FRAMING REQUIRED METAL FRAMING ASAS REQUIRED [SSD] [SSD]
DN
5' - 0"
14' - 0"
3' - 4" 2' - 4"
2" 2"
1/8" HOT-ROLL STEEL PLATE 1/8" HOT-ROLL STEEL PLATE
GYP GYP
CONCRETE DRIVEWAY
1.08 CONFERENCE / SS RM FF EL. 150'-9" CONCRETE CH 12' - 0" CONCRETE
S
T
UPHOLSTERY CUSHION 2"2" UPHOLSTERY CUSHION
3.1
TELECOM CLOSET
8.1
84" 84" 2.2
CONFERENCE CONFERENCE ROOM ROOM / / 9' - 1" SOCIAL SOCIAL SERVICES SERVICES
DN
30' - 0"
T
2 A510
84" 84"
DN
72"
43' - 1"
3' - 8"
13' - 0"
3' - 8"
GROUND LEVEL PATIO
1.05 TRASH / RECYCLE RM FF EL. 150'-3" CONCRETE CH 12' - 6" CONCRETE 150.25'
20' - 0"
7' - 1"
1111
62" 62"
17' - 7"
6.2
AXONOMETRIC AXONOMETRICFACETED FACETEDWALL WALL@@LOBBY LOBBYENTRY ENTRY
O 2' - 4"
10% SLOPE
11' - 0"
3' - 2"
4' - 3"
4' - 9"
8' - 8"
6' - 11"
3' - 8"
8' - 8"
150.29'
150.25'
1.06 LOADING RM FF EL. 150'-3" CONCRETE CH 12' - 6" CONCRETE 30' - 0"
5.2
7.1
N.2 13' - 8"
8' - 4"
7' - 6"
7' - 1"
150.25'
13' - 0"
14' - 3"
8
1" = 1'-0"
N.1
22' - 3"
(10' MIN. DRIVEWAY)
10' - 0"
GYP GYP
12' - 11" 16' - 10"
12' - 11"
1.07 ELECTRICAL RM FF EL. 150'-3" CONCRETE CH 12' - 6" CONCRETE
8' - 4"
11' - 8"
5' - 3"
8"
GROUND LEVEL STEEL BENCH
2 A610
M 5' - 7"
2' - 0"
7' - 0"
4
25"
L.2 3' - 2"
1
89" 89" 20% SLOPE
10' - 0"
17' - 6"
3' - 3"
5' - 0"
L.1 12' - 11"
(10' MIN. DRIVEWAY)
10' - 0"
5' - 6"
12' - 6"
3.1
K
9' - 6"
60" 60"
PATIO 21' - 9"
6' - 0"
15' - 3"
2.2
REAR YARD SETBACK
6' - 6"
TRANSFORMER
1 A510
J 139' - 4 3/4" 4' - 1"
5' - 5"
PL. 140.37'
1
1/8" HOT-ROLL STEEL PLATE
35°
1 A610 F.1
E.2
15' - 3" 24' - 0"
METAL FRAMING AS REQUIRED [SSD]
12"
C.1 13' - 10"
3' - 10"
6" 18"
B.2
2' - 2"
5/8" TYPE X DENSGLASS
17"
N
R
A
PLYWOOD [SSD]
B
1/8" HOT-ROLL STEEL PLATE
TYP
1 A811
1 A812
R
60"
16
2" UPHOLSTERY CUSHION BY OTHER
194° 194°
" -7
13
5/8" TYPE X GYP. BD.
6" 6"
18' - 0"
13
14.1
12' - 0"
25' - 0" (25' MIN. DRIVEWAY COMMERCIAL AISLE)
15' - 0"
18' - 0"
6"
1'
DAS ROOM
1/2" REVEAL
9.1 139.25'
7 A712
2' - 0"2' - 0"
3' - 4"
12
CONCRETE DRIVEWAY AISLE
0.08 COM. BICYCLE RM FF EL. 139'-3" CONCRETE CH 10' - 1" CONCRETE 13' - 11"
18' - 0"
13' - 9"
11.1
6' - 0"
10' - 11"
10' - 6"
1 A600
139.25'
9 A712
CLOVERFIELD MIXED-USE 1450 CLOVERFIELD BLVD SANTA MONICA, CA 90404 2 A500
8.1
9.1
3/4" 3/4"
6
18' - 0"
139.25' 17' - 9"
1/4" PLATE MIRROR
3" REVEAL
14' - 0"
4"
5' - 0"
139.25'
8.1
5747 VENICE BLVD. LOS ANGELES, CA. 90 t 323.424.7594 www.tighearchitecture.co
4
15' - 1"
9' - 8"
7.1
METAL FRAMING AS REQUIRED [SSD]
3.1
DN
15' - 0"
3' - 8"
9"
1 20' - 9"
EV CHARGING STATION (SEE A025)
TYP
A200
O
7' - 9"
26' - 2"
8' - 9"
CONCRETE DRIVEWAY RAMP
3' - 8"
4
60"
2 A610
M
12' - 11"
10' - 0"
2' - 0"
139.25'
1/8" HOT-ROLL STEEL PLATE
1
PARKING LEVEL -2
H
CONCRETE DRIVEWAY RAMP
10 A712
O
139' - 4 3/4"
30' - 9"
3.1
N.1
PARKING -2
F.1
1
METAL FRAMING AS REQUIRED [SSD]
M
2' - 0"
C.1
J
7' - 5"
A
VARIES V.I.F.
8"
24" ROUND CONCRETE COLUMN (SSD) 16
H
N
VARIES V.I.F.
C.1
10' - 0"
1 A810
1 A811
1 A812
10' - 0"
A
7' - 1"
1 A813 1 A500
(10' MIN. RAMP DRIVEWAY) (10' MIN. RAMP DRIVEWAY)
3" = 1'-0"
16
(10' MIN. RAMP DRIVEWAY) (10' MIN. RAMP DRIVEWAY)
13' - 0"
10
3" = 1'-0"
19' - 4"
STEEL BUILT IN BENCH DETAIL 16' - 6"
STEEL BUILT IN BENCH DETAIL
4' - 0"
0.02 MECHANICAL ROOM 1 FF EL. 129'-3" CONCRETE CH 9' - 1" CONCRETE
14.1
14' - 4"
3/4"
2' - 0"
3' - 4"
11.1
129.25'
1 1/2"
5° 23
18' - 0"
1/2" TYPE X DENSGLASS
3/4" REVEAL
CONCRETE DRIVEWAY AISLE
4"
9.1
1/2" TYPE X DENSGLASS
CLOVERFIELD MIXED-USE 1450 CLOVERFIELD BLVD SANTA MONICA, CA 90404
18' - 0"
136' - 4"
6"
10' - 6"
194°
METAL FRAMING AS REQUIRED [SSD]
18' - 0"
2 A510
FUTURE EVCS (SEE A025)
8' - 4"
16' - 6"
7' - 11"
0.06 ELEV. CTRL RM 1 FF EL. 129'-3" CONCRETE CH 9' - 1" CONCRETE 7' - 3"
GYP GYP
A220
A
B.2
D.2
1 A610
E.2
F.2
G.2
H
I.2
1 A510
J
K
L.2
2 A610
M
N.2
O
139' - 4 3/4" 2' - 2"
29' - 1"
7' - 1"
12' - 2"
6' - 10"
3' - 2"
5' - 5"
4' - 1"
9' - 6"
16' - 1"
5' - 7"
35' - 11"
2' - 4"
17' - 2"
2.17 UNIT 217 FF EL. +163'-9" CONCRETE CH 9' - 3" GYP BD
14' - 3"
1 A804
TYP
2.02 UNIT 202 (AFFORDABLE) FF EL. 163'-9" CONCRETE CH 9' - 3" GYP BD
8' - 8"
3' - 8"
1
2.2
2.01 UNIT 201 FF EL. 163'-9" CONCRETE CH 9' - 3" GYP BD 4 A821
2.16 UNIT 216 FF EL. +163'-9" CONCRETE CH 9' - 3" GYP BD
4
10' - 0" 3' - 4"
3' - 4"
2.2
1 A815
3' - 4"
3' - 4"
6' - 6"
1
REAR YARD SETBACK
6' - 8"
PL. 140.37'
5747 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
4
PRIVATE OPEN SPACE 8' - 11"
3' - 8"
UP
2.15 UNIT 215 FF EL. +163'-9" CONCRETE CH 9' - 3" GYP BD
4' - 1"
4' - 6"
5' - 2"
1 A861
17' - 11" (NO DEAD END CORRIDOR TO EXCEED 20')
5.2
TYP 15' - 6"
3 A861
3' - 0"
PARAPET 189' - 9"
6.2
14' - 4"
4' - 0"
PRIVATE OPEN SPACE
21' - 6"
EXPOSED 21' - 5" CONCRETE
4' - 6"
4' - 9"
6' - 2"
TYP
DN 4' - 3"
6.2
10 A860
6' - 7"
3' - 8"
1 A817
TELECOM CLOSET
5.2
163.73' T/R CHUTE
1 A861
1 HR CORRIDOR 49' - 11"
2.05 UNIT 205 FF EL. 163'-9" CONCRETE CH 9' - 3" GYP BD
TYP
ROOF DECK FINISH FLOOR 186' - 3" 2.06 UNIT 206 (AFFORDABLE) FF EL. 163'-9" CONCRETE CH 9' - 3" GYP BD
14' - 6"
2.14 UNIT 214 FF EL. 163'-9" CONCRETE CH 9' - 3" GYP BD
CLOVERFIELD MIXED-USE 1450 CLOVERFIELD BLVD SANTA MONICA, CA 90404 2 A500
EXPOSED CONCRETE
PRIVATE OPEN SPACE
2.04 UNIT 204 FF EL. 163'-9" CONCRETE CH 9' - 3" GYP BD 2 A430 PL. 140.20'
14' - 6"
3" TOPPING SLAB EXPOSED CONCRETE
1 A600
14' - 6"
49' - 9"
2 A510
136' - 4"
2.03 UNIT 203 FF EL. 163'-9" CONCRETE CH 9' - 3" GYP BD
PL. 140.21'
1 A861
TYP
2.07 UNIT 207 FF EL. 163'-9" CONCRETE CH 9' - 3" GYP BD TYP 10 A860
1 A816
35' - 9"
5' - 7"
18' - 1"
UP
20' - 2"
6' - 6"
LOUVER
DN
3' - 8"
EXIT STAIR #2 8' - 8"
163.73'
12
2.08 UNIT 208 (AFFORDABLE) FF EL. 163'-9" CONCRETE CH 9' - 3" GYP BD
6' - 2"
REVISIONS PLAN CHECK SUBMITTAL 09 / 17 / 18 PLAN CHECK 2ND SUBMITTAL 12 / 21 / 18 PLAN CHECK 3RD SUBMITTAL 03 / 18 / 19
1 A805
TYP
PLAN CHECK 4TH SUBMITTAL 05 / 31 / 19 PLAN CHECK 5TH SUBMITTAL 10 / 01 / 19 RFI#056 03 / 04 / 22
13
2.13 UNIT 213 FF EL. 163'-9" CONCRETE CH 9' - 3" GYP BD
2.12 UNIT 212 FF EL. 163'-9" CONCRETE CH 9' - 3" GYP BD
1 A861
TYP
2.11 UNIT 211 FF EL. 163'-9" CONCRETE CH 9' - 3" GYP BD
2.10 UNIT 210 FF EL. 163'-9" CONCRETE CH 9' - 3" GYP BD
15' - 10"
13
14' - 4"
21' - 1"
3' - 8"
2 A600
10.2
5' - 2"
1 HR CORRIDOR
EXPOSED CONCRETE
12
3' - 8"
ROOF LEVEL 185' - 3"
3 A430
21' - 6"
5' - 1"
1 HR CORRIDOR
8' - 3"
26' - 10"
EXPOSED CONCRETE
EXPOSED CONCRETE
5' - 8"
163.75'
(NO DEAD END CORRIDOR TO EXCEED 20')
9' - 7"
4' - 11"
10.2
4' - 0"
2.09 UNIT 209 FF EL. 163'-9" CONCRETE CH 9' - 3" GYP BD
15.2
2' - 2"
15.2 16
16 1 A814
PL. 140.49'
3 A861
1 A813
3 A804
TYP
1 A812
1 A811
1 A810
1 A500
A
B.2
D.2
E.2
F.2
G.2
H
I.2
J
K
L.2
M
N.2
O
N
SECOND LEVEL PLAN
1
1/8" = 1'-0"
SECOND LEVEL PLAN
A
B.2
D.2
1 A610
E.2
F.2
G.2
H
I.2
1 A510
J
K
L.2
2 A610
M
N.2
A230
O
139' - 4 3/4" 2' - 2"
29' - 1"
7' - 1"
12' - 2"
6' - 10"
3' - 2"
5' - 5"
4' - 1"
9' - 6"
16' - 1"
5' - 7"
35' - 11"
2"x2" STEEL TUBE TOP RAIL
2' - 4"
17' - 2"
3.17 UNIT 317 FF EL. 174'-6" VINYL FLR CH 9' - 3" GYP BD
3.16 UNIT 316 FF EL. 174'-6" VINYL FLR CH 9' - 3" GYP BD
10' - 0"
1
2.2
THIRD LEVEL 174' - 6"
3.01 UNIT 301 FF EL. 174'-6" VINYL FLR CH 9' - 3" GYP BD
3.02 UNIT 302 FF EL. 174'-6" VINYL FLR CH 9' - 3" GYP BD
8' - 8"
5747 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
4
42" MIN.
14' - 3"
4
3' - 4"
3' - 4"
2.2
1 A815
3' - 4"
3' - 4"
6' - 6"
1
REAR YARD SETBACK
6' - 8"
PL. 140.37'
8' - 11" 11' - 1"
DN UP
5' - 0"
16' - 5"
174.50'
5.2
DEX-O-TEX WEATHERWEAR 16' - 8"ICC # ERS-1757 5' - 2" 4' - 6"
8' - 11"
10' - 2"
4' - 3"
OPEN TO BELOW 18' - 6"
17' - 11" (NO DEAD END CORRIDOR TO EXCEED 50')
6.2
3/8" THICK METAL GUARDRAIL [SIDE MOUNTED]
5' - 2"
16' - 6"
5 A430
1 HR CORRIDOR
3.05 UNIT 305 FF EL. 174'-6" VINYL FLR CH 9' - 3" GYP BD
44' - 9"
OPEN TO BELOW
45' - 6"
1 A600
3.04 UNIT 304 FF EL. 174'-6" VINYL FLR CH 9' - 3" GYP BD
CLOVERFIELD MIXED-USE 1450 CLOVERFIELD BLVD SANTA MONICA, CA 90404
PL. 140.20'
2 A430
PREFAB PLANTER (SEE LANDSCAPE DRAWINGS)
2 A500
PVC CLAD EDGE METAL FLASHING W/ DRIP EDGE MIN 60-MIL PVC SINGLE PLY MEMBRANE: SIKA SARNAFIL, S327 CLASS A COOL ROOF MEMBRANE, ICC-ESR #1157 [SEE A024]
49' - 11"
DEX-O-TEX WEATHERWEAR ICC # ERS-1757
PL. 140.21'
3.03 UNIT 303 FF EL. 174'-6" VINYL FLR CH 9' - 3" GYP BD
49' - 9"
136' - 4"
8' - 8"
T/R CHUTE 1 A817
2 A510
5' - 0"
4' - 3" 6' - 2"
3.15 UNIT 315 FF EL. 174'-6" VINYL FLR CH 9' - 3" GYP BD
4' - 0"
9' - 0"
6' - 5"
4' - 9"
6.2
4' - 0"
TELECOM CLOSET
5.2
DEX-O-TEX WEATHERWEAR ICC # ERS-1757
3.14 UNIT 314 FF EL. 174'-6" VINYL FLR CH 9' - 3" GYP BD
18BLD-7728 11/04/19
3.06 UNIT 306 FF EL. 174'-6" VINYL FLR CH 9' - 3" GYP BD
1" GYPCRETE TOPPING SLAB [SSD] CONTINUOUS TREMCO 250GC LIQUID WP OR SIMILAR SELF-ADHERED WP MEMBRANE
3.07 UNIT 307 FF EL. 174'-6" VINYL FLR CH 9' - 3" GYP BD
3' - 8"
18' - 0"
2 A600
8' - 8"
3.08 UNIT 308 FF EL. 174'-6" VINYL FLR CH 9' - 3" GYP BD
3.13 UNIT 313 FF EL. 174'-6" VINYL FLR CH 9' - 3" GYP BD
FIRE-RATED PLYWOOD FLOORING [SSD] FIRE-RATED BLOCKING AS REQUIRED [SSD] 5747 VENICE BLVD. CONTINUOUS TREMCO 250GC LIQUID WP OR SIMILAR LOS ANGELES, CA. 90019 SELF-ADHERED WP MEMBRANE t 323.424.7594 www.tighearchitecture.com GALV. LAG BOLTS W/ WASHERS [SSD]
REVISIONS PLAN CHECK SUBMITTAL 09 / 17 / 18
PLAN CHECK 3RD SUBMITTAL 03 / 18 / 19 PLAN CHECK 4TH SUBMITTAL 05 / 31 / 19
GALV. STEEL T-BRACKET [SSD]
PLAN CHECK 5TH SUBMITTAL 10 / 01 / 19
FIRE-RATED PLYWOOD [SSD]
RFI#056 03 / 04 / 22
3.10 UNIT 310 FF EL. 174'-6" VINYL FLR CH 9' - 3" GYP BD
13
METAL LATH OVER CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR
3.11 UNIT 311 FF EL. 174'-6" VINYL FLR CH 9' - 3" GYP BD
3.12 UNIT 312 FF EL. 174'-6" VINYL FLR CH 9' - 3" GYP BD 18' - 4"
6 A831
STL BEAM WHERE IT OCCURS [SSD]
12
PLAN CHECK 2ND SUBMITTAL 12 / 21 / 18
6' - 1"
21' - 1"
13
1 HR CORRIDOR
8' - 3"
8' - 4"
LOUVER
UP
DN
20' - 2"
6' - 6"
12
10.2
35' - 8" 174.50'
5' - 1"
16' - 6" DEX-O-TEX WEATHERWEAR ICC # ERS-1757 (NO DEAD END CORRIDOR TO EXCEED 50')
5' - 8"
5' - 0" 5' - 0"
26' - 9" 1 HR CORRIDOR
9' - 7"
OPEN TO BELOW
5' - 0"
10.2
1/4" ACOUST-MAT UNDERLAYMENT
3 A430
1 A816
15' - 10"
OPEN TO BELOW
3.09 UNIT 309 FF EL. 174'-6" VINYL FLR CH 9' - 3" GYP BD
15.2 2' - 2"
15.2
16
SECOND LEVEL 163' - 9"
1" SMOOTH STL TROWELLED STUCCO PLASTER
16 PL. 140.49'
1 A814
1 A813
1 A812
1 A810
1 A811
1 A500
A
B.2
D.2
E.2
F.2
G.2
H
I.2
J
K
L.2
M
N.2
2 A817
O
1/8" = 1'-0"
PARAPET 189' - 9"
N
THIRD LEVEL PLAN
1
HANGING STEEL PLANTER GUARDRAIL DETAIL
B.2
D.2
E.2
F.2
G.2
H
I.2
1 A510
J
K
L.2
M
N.2
3' - 6"
A
1 A610
A240
O
2
1 1/2" = 1'-0" CLOVERFIELD MIXED-USE
THIRD LEVEL PLAN
1450 CLOVERFIELD BLVD SANTA MONICA, CA 90404
ROOF MECHANICAL
139' - 4 3/4" 2' - 2"
29' - 1"
7' - 1"
12' - 2"
6' - 10"
3' - 2"
5' - 5"
4' - 1"
9' - 6"
16' - 1"
5' - 7"
35' - 11"
2' - 4"
ROOF DECK FINISH FLOOR 186' - 3"
2.2
1' - 0"
10' - 0"
3' - 4"
6' - 6"
1 A815
REAR YARD SETBACK
6' - 8"
PL. 140.37'
1
1
ROOF LEVEL 185' - 3" 2.2
17' - 2"
MIN. 60-MIL PVC SINGLE PLY MEMBRANE: SIKA SARNAFIL, S327 CLASS A COOL ROOF MEMBRANE, ICC-ESR #1157 [SEE A024] RD OF
5747 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
RD OF
4' - 5" 5' - 7"
4
4 RD OF
3' - 8"
3' - 8"
9' - 0"
DN
RD OF RD OF
6' - 0"
DN
CENTRAL HOT WATER SYSTEM PAD (SEE PLUMBING DRAWINGS)
4' - 0"
13' - 9"
3' - 6"
10' - 0"
20' - 1"
MIN. 60-MIL PVC SINGLE PLY MEMBRANE: SIKA SARNAFIL, S327 CLASS A COOL ROOF MEMBRANE, ICC-ESR #1157 [SEE A024]
6.2
RD OF
RD OF
REVISIONS PLAN CHECK SUBMITTAL 09 / 17 / 18 PLAN CHECK 2ND SUBMITTAL 12 / 21 / 18
CLOVERFIELD MIXED-USE 1450 CLOVERFIELD BLVD SANTA MONICA, CA 90404
PLAN CHECK 3RD SUBMITTAL 03 / 18 / 19
2 A500
PLAN CHECK 4TH SUBMITTAL 05 / 31 / 19 THIRD LEVEL 174' - 6"
OPEN TO BELOW
44' - 9"
1 A600
2 A817
2"x2" STEEL TUBE TOP RAIL
5' - 7"
6' - 0"
UNIT 307
CORRIDOR
SOLAR ZONE 1 1,973 SQFT (2,845 SQFT TOTAL SOLAR AREA PROVIDED)
RD OF
PAVERS ON PEDESTAL SYSTEM (SEE LANDSCAPE DRAWINGS)
PL. 140.21'
5' - 11"
49' - 9"
136' - 4"
2 A510
OF
1 A817
RD OF
80' - 5"
RD
5.2 OPEN TO BELOW 18' - 7"
MIN. 60-MIL PVC SINGLE PLY MEMBRANE: SIKA SARNAFIL, S327 CLASS A COOL ROOF MEMBRANE, ICC-ESR #1157 [SEE A024]
PL. 140.20'
4' - 9"
EXIT STAIR #1 185.25'
6.2
9' - 3"
MIN. 60-MIL PVC SINGLE PLY MEMBRANE: SIKA SARNAFIL, S327 CLASS A COOL ROOF MEMBRANE, ICC-ESR #1157 [SEE A024]
RD OF
5.2
10' - 9"
14' - 3"
SOLAR ZONE 2 544 SQFT (2,845 SQFT TOTAL SOLAR AREA PROVIDED)
FUTURE GREASE DUCT EXHAUST EQUIPMENT PAD RD OF
42" MIN.
34' - 10" RD OF
8' - 0"
RD OF
4' - 5"
32' - 4"
1 A816
4' - 0"
5' 5'
- 8"
10.2
- 0" 8' SPA (UNDER SEPARATE PERMIT)
6'
- 0"
PREFAB PLANTER (SEE LANDSCAPE DRAWINGS)
RD OF
186.25'
7' - 10"
5' - 6"
8' - 9"
1:12 MAX. SLOPE
UP
ADA RAMP
PLAN CHECK 4TH SUBMITTAL 05 / 31 / 19 PLAN CHECK 5TH SUBMITTAL 10 / 01 / 19
STL BEAM WHERE IT OCCURS [SSD] RFI#056 03 / 04 / 22
FIRE-RATED PLYWOOD FLOORING [SSD]
13
CONTINUOUS TREMCO 250GC LIQUID WP OR SIMILAR SELF-ADHERED WP MEMBRANE
18' - 0"
OF RD
GALV. LAG BOLTS W/ WASHERS [SSD] 187.13'
1 SK#014-2
GALV. STEEL T-BRACKET [SSD]
188.75'
FIRE-RATED PLYWOOD [SSD] 15.2
2' - 2"
PL. 140.49'
UNIT 207
1/4" ACOUST-MAT UNDERLAYMENT SPA EQUIPMENT PAD (UNDER SEPARATE PERMIT)
METAL LATH OVER CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR
16 1 A814
CORRIDOR
PLAN CHECK 3RD SUBMITTAL 03 / 18 / 19 CONTINUOUS TREMCO 250GC LIQUID WP OR SIMILAR SELF-ADHERED WP MEMBRANE
FIRE-RATED BLOCKING AS REQUIRED [SSD] UP
9' - 1"
7' - 10"
11' - 4" RD OF
19' - 0"
5 A873
7' - 10"
6' - 0" OPEN TO BELOW
18' - 6"
9' - 6"
TYP
PLAN CHECK 2ND SUBMITTAL 12 / 21 / 18
1" GYPCRETE TOPPING SLAB [SSD]
RD OF
RD OF
RD OF
9' - 5" 15' - 10"
23' - 2"
1 A840
6' - 4"
3' - 8"
186.25' 8' - 8"
ADA RAMP
DN
2 A872
9' - 3"
RD OF
8' - 0"
188.25'
13' - 6"
20' - 2"
RD OF
OF RD
PAVERS ON PEDESTAL SYSTEM (SEE LANDSCAPE DRAWINGS)
2 A600
OF RD
RD OF
RD OF
PAVERS ON PEDESTAL SYSTEM (SEE LANDSCAPE DRAWINGS)
6' - 6"
- 2"
PAVERS ON PEDESTAL SYSTEM (SEE LANDSCAPE DRAWINGS)
DN
186.25'
13
16
PVC CLAD EDGE METAL FLASHING W/ DRIP EDGE REVISIONS MIN 60-MIL PVC SINGLE PLY MEMBRANE: PLANSARNAFIL, CHECK SUBMITTAL 09 / CLASS 17 / 18 SIKA S327 A COOL ROOF MEMBRANE, ICC-ESR #1157 [SEE A024]
12 8'
1 A872
DN
10' - 9"
OPEN TO BELOW
12
1:12 MAX. SLOPE
5' - 8"
- 1"
DN
RD OF
15.2
3/8" THICK METAL GUARDRAIL [SIDE MOUNTED]
189.75'
RD OF
10.2
1 A813
3 A804
TYP
1 A812
1 A811
SECOND LEVEL 163' - 9"
WALL SECTION AND DETAIL
1" SMOOTH STL TROWELLED STUCCO PLASTER
1 A810
A817
1 A500
A
B.2
D.2
E.2
F.2
G.2
H
I.2
J
K
L.2
M
N.2
O
1
N
HANGING STEEL PLANTER GUARDRAIL DETAIL SOLAR ZONE
° 110
1/8" = 1'-0"
0° 27
ROOF PLAN
1 1/2" = 1'-0"
2
WALL SECTION H 1/2" = 1'-0"
1
ROOF PLAN
A300
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 6
UNDER CONSTRUCTION
5747 VENICE BLVD. 5747 VENICE BLVD. LOS ANGELES, CA. LOS90019 ANGELES, CA. 9 t 323.424.7594 t 323.424.7594 www.tighearchitecture.com www.tighearchitecture.
NOTE: PROVIDE MOCK-UP NOTE: FOR PROVIDE MOCK-UP FOR REVIEW AND APPROVAL REVIEW PRIOR TO AND APPROVAL PRIOR TO FABRICATION. FABRICATION.
SE CORNER WALL AXON SE CORNER WALL AXON
5
N.2
26"
9 1/4" 26" 12 3/4"
12" 12 3/4"
18 1/4"
12"
15"
15"
4' - 6" 4' - 10" MIN
10' - 9"
EDGE OF CONCRETE
15.2
ANGLED WALL TO BE SIDE ANGLED MOUNTED WALL TO BE SIDE MOUNTED AS PER SK01 AS PER SK01 9 3/4"
4"
4"
16
POINT B_1
POINT A_3
A853
POINT A_4
O N.2
[z.] STEEL TUBE SCREEN ELEVATION 3/16" = 1'-0"
2' - 11"
5' - 6" 0' - 3" 4' - 6" 6' - 0"
ALUMINUM TUBE SCREEN [SSD] [COLOR & FINISH BY ARCHITECT]
POINT B_2
4' - 9"
10' - 9" 25' - 2"
2" GAP BETWEEN STL FRAME AND WINDOW FRAME
9' - 11"
2' - 4" MIN
REVISIONS PLAN CHECK SUBMITTAL 09 / 17 / 18
PLAN CHECK 3RD SUBMITTAL 03 / 18 / 19
3/16" = 1'-0"
4
PLAN CHECK 4TH SUBMITTAL 05 / 31 / 19
4' - 9"
0' - 10" 3' - 2" 6' - 9" 5' - 8"
309.4
PLAN CHECK 2ND SUBMITTAL 12 / 21 / 18
3' - 2" 4' - 5"
2' - 4" MIN
WINDOW SURROUND [SEE A810]
POINT B_4
[b.] STEEL FRAME ELEVATION 4' - 5"
CLOVERFIELD MIXED-USE 1450 CLOVERFIELD BLVD SANTA MONICA, CA 90404
THIRD LEVEL 174' - 6"
100°
6' - 9"
8' - 6" MIN
2" GAP BETWEEN STL FRAME AND WINDOW FRAME
SECOND LEVEL 163' - 9"
° 74
1
POINT B_5
ROOF LEVEL 185' - 3"
PERIMETER FRAME TO BE ALIGNED TO WALL [SEE 2/A812]
1/2" = 1'-0"
POINT B_1
ROOF DECK FINISH FLOOR 186' - 3"
4 X 4 STEEL TUBE FRAME [SSD]
1
3
1 A810
10' - 9"
4' - 6" 0' - 5" 7' - 2"
POINT B_2
POINT B_4
1 A811
A853
O
STAIR PENTHOUSE 195' - 3"
WINDOW SURROUND [SEE A810]
SE CORNER DETAILSSE CORNER DETAILS
1' - 0"
16 4' - 1"
1' - 0"
209.3
18"
4' - 6"
5' - 5"
10 2°
3' - 11 1/2" 7' - 2"
15.2
A855
0' - 10"
5' - 8"
209.2
5' - 7"
19" 4' - 10" MIN
209.4
9 3/4"
5747 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
ALUMINUM TUBE SCREEN [SSD]
2' - 4" MIN
10' - 9"
25 1/4" 26"
18"
19"
2
A855
4' - 10" MIN
2' - 4" MIN
19"
1' - 0"
26" 12 3/4"
7 3/4"
7 3/4" 7 3/4" 12 3/4"
12" 18 1/4"
12"
18 1/4"
7 3/4"
4°
7 1/4"
67 °
67 ° 4' - 5"
309.5
0' - 2"
2' - 4"
2' - 4" 3' - 6"
25 1/4"
71 °
2' - 7 1/4"
7
5' - 3" 5' - 6"
1°- 11" 25' 7 1/2"
2' - 7 1/4"
7 1/2"
4° 4°
A855
5' - 6"
4' - 5"
POINT B_3
3/16" = 1'-0"
25 1/4"
7 1/4" 9 1/4"
7 3/4"
7 3/4" 18 1/4"
7 1/4"
72 °
25 1/4" 2' - 10 1/4"
2' - 10 1/4"
72 °
71 °
67 °
67 °
2' - 7 1/2"
2' - 7 1/2"
4°
4°
14 '-
4° 6' - 9"
POINT B_3
6
12"
EDGE OF CONCRETE
1
A855
2
° 55
12"
152° 1
5
PARAPET 189' - 9"
MP2
[a.] STEEL STANDFOFF BRACKETS ELEVATION
SK#014-1
2" GAP BETWEEN STL FRAME AND WINDOW FRAME WINDOW OPENING
2' - 4" MIN WINDOW OPENING 309.1
10' - 0"
4' - 9"
4' - 9"
100°
0' - 11"2' - 3"
SECOND LEVEL 163' - 9"
8 1/2"
° 55
152° 3
1 A813
RFI#056 03 / 04 / 22
VIF SPACE BETWEEN CONCRETE VIF SPACE SLAB BETWEEN CONCRETE SLAB AND SIDE MOUNTED WALL AND TOSIDE BE FILLED MOUNTED WALL TO BE FILLED
7° 2' - 4" 3' - 10 1/4" MIN 8 1/2" 309.2
SECOND LEVEL 163' - 9"
POINT B_5
1' - 0" 3' - 2" 3' - 2"
3' - 2"
POINT B_4
7°
1 POINT A_5 SK#014-2
209.5
18' - 0 1/2"
1 A810
70 °
STEEL STANDOFF BRACKETS [SSD]
SECOND LEVEL 163' - 9"
SK#013-5
3' - 10 1/4"
1/2" = 1'-0"
1 A811
0' - 10" 6' - 9"
0' - 10" 3' - 3"
THIRD LEVEL 174' - 6"
6' - 9"
ST1
1
SK#013-5
3
309.4
MP2
11 3°
10' - 0" 18' - 0 1/2"
5' - 6"
WINDOW SURROUND [SEE A810]
POINT B_2
11 3°
18' - 2"
4' - 0"
7' - 1"
162°
0' - 10" 3' - 2" 6' - 9"
16
0' - 5"
0' - 5"
ROOF LEVEL 185' - 3"
6° 10
3' - 2"
209.3
1
RFI#056 03 / 04 / 22
POINT A_2
POINT A_6
2ND LEVEL PLAN AT 0' 2ND AFFLEVEL (163'-9") PLAN AT 0' AFF (163'-9")
5' - 7"
3' - 6"
4' - 6"
10 2° 7' - 2"
309.4
209.2
1/2" = 1'-0"
PLAN CHECK 3RD SUBMITTAL PLAN03 CHECK / 18 / 19 3RD SUBMITTAL 03
209.4
N.2
ROOF DECK FINISH FLOOR 186' - 3"
MP2
THIRD LEVEL 3 174' - 6" SK#014-1
3/16" = 1'-0"
PARAPET 189' - 9"
309.5
4" x 4" STEEL TUBE FRAME [SSD]
[y.] STEEL FRAME ELEVATION
3
PLAN CHECK 2ND SUBMITTAL PLAN12 CHECK / 21 / 18 2ND SUBMITTAL 12
O
209.4
O
7' - 2"
9' - 0"
ST1
1 SK#014-2
209.5
7
STAIR PENTHOUSE 195' - 3"
ST1
1' - 0"
0' - 5"
5' - 6"
POINT B_1
MP2
MP2
1"
3' - 6"
O N.2
6' - 9"
5' - 8"
ROOF LEVEL 185' - 3"
THIRD LEVEL 174' - 6"
15.2
ROOF LEVEL 185' - 3"
4 SK#014-1 15' - 9 1/4"
309.1
209.4
POINT A_4
1 A813
70 °
POINT B_5
15.2
16
2' - 4"
1/2" = 1'-0"
4' - 5"
PARAPET 189' - 9"
1' - 0"
6' - 9"
SECOND LEVEL 16 163' - 9"
1'
2' - 4"
3/16" = 1'-0"
6' - 9"
309.2
REVISIONS
PLAN CHECK SUBMITTALPLAN 09 / 17 CHECK / 18 SUBMITTAL 09 / 17
2
PLAN CHECK 5TH SUBMITTAL PLAN10 CHECK / 01 / 19 5TH SUBMITTAL 10
POINT A_3 5' - 4"
3RD LEVEL PLAN AT 0' 3RD AFFLEVEL (174'-6") PLAN AT 0' AFF (174'-6")
1 A810 4' - 4"
POINT A_5
1/2" = 1'-0"
PLAN CHECK 4TH SUBMITTAL PLAN05 CHECK / 31 / 19 4TH SUBMITTAL 05
14"
16
5' - 4"
REVISIONS
2
POINT A_1
ROOF DECK FINISH FLOOR 186' - 3"
0' - 10" 3' - 2"
25 3/4"
25 3/4" 14"
2' - 2"
15.2
4"
16
O
O N.2
4"
POINT A_3 18' - 2"
N.2
1 A811
11' -
ANGLED WALL TO BE SIDE ANGLED MOUNTED WALL TO BE SIDE MOUNTED 9 3/4" AS PER SK01 AS PER SK01
4"
MP2
80 °
ST1
7' - 2"
0' - 5"
10 0°
15.2
A855
9 3/4"
O N.2
N.2
4 SK#014-1 15' - 9 1/4"
3' - 2"
2
THIRD LEVEL 174' - 6" EDGE OF FLOOR
4"
10' - 0"
4' - 6"
26"
A855
12"
15.2
ANGLED WALL TO BE SIDE ANGLED MOUNTED WALL TO BE SIDE MOUNTED AS PER SK01 AS PER SK01 9 3/4"
18" 4"
18' - 0 1/2"
POINT A_2
WINDOW OPENING
EDGE OF FLOOR
1
A855
2' - 2"11 1/4"
11 1/4"
2
WINDOW OPENING
26"
73 ° 209.3
12"
12"
4°
152° 12" STEEL STANDOFF BRACKETS [SSD] 3 SK#014-1
A855
59 °
4°
1 SK#014-2
3' - 3 3/4"
1
76 °
2' - 7 1/2"
3 SK#014-1
8 1/2"
3"
3' - 2"
12 1° 3"
4' - 1"
4 1/2"
ST1
209.4
4°
20' - 4"
4° 6' - 9"
59 °
20"
20"20"
20"
4°
4°
4 1/2"
3' - 3 3/4"
72 °
152° 14°
73 °
76 °
2' - 7 1/2"
14°
POINT A_4
1 A812 5' - 7"
7' - 0"
PARAPET 189' - 9"
20' - 4"
1"
150°
MP2
8 1/2"
9 3/4"
5° 12
SECOND LEVEL 163' - 9"
6' - 2"
ROOF DECK FINISH FLOOR 186' - 3" VIF SPACE BETWEEN FLOOR VIF SPACE BETWEEN FLOOR AND SIDE MOUNTED WALL AND TOSIDE BE FILLED MOUNTED WALL TO BE FILLED BLOCKING AS REQUIRED BLOCKING ROOF LEVEL AS REQUIRED 185' - 3"
2' - 3 1/4"
1 309.3 SK#014-2
309.1 309.3
72 ° 25' - 11"
2' - 4"
14 '-
ST1
4 309.2 SK#014-1
2' -3'3 -1/4" 0"
15.2
A855
2
18"
5° 12
0' - 10" 3' - 2"
POINT A_5 4 SK#014-1
3' - 0" 11 1/2"
A855
1/2" = 1'-0"
° 94
7 1/2"
5' - 7 1/4" 11 1/2"
12"
2ND LEVEL PLAN AT 4' 2ND AFFLEVEL (167'-9") PLAN AT 4' AFF (167'-9")
° 94
7 1/2"
7' - 2"
5' - 7 1/4"
WINDOW OPENING
EDGE OF CONCRETE SLAB BELOW EDGE OF CONCRETE SLAB BELOW
1 A855
4
O
5° 12
° 94
° 94
12 1°
1/2" = 1'-0"
POINT A_2
103°
2
WINDOW OPENING
° 55
12"
152° 1
N.2
4
309.2
[x.] STEEL STANDFOFF BRACKETS ELEVATION
ROOF DECK FINISH FLOOR 186' - 3"
11 3°
WALL BELOW
16
POINT A_1
309.2
5° 12
THIRD LEVEL 174' - 6"
O N.2
8 1/2"
A855
MP2
MP3
6' - 0"
15.2
PARAPET 189' - 9"
SK#014-1
WALL BELOW
16
4"
1' - 0"
0' - 5"
2 3/4" 6' - 0" ROOF LEVEL 185' - 3"
STAIR PENTHOUSE 195' - 3"
152° 3
7 1/4"
11' -
8 1/2"
O
7° 10
ROOF DECK FINISH FLOOR 186' - 3"
N.2
4' - 6"
ST1
3' - 6"
PARAPET 189' - 9"
16
3 SK#014-1
10' - 9"
7' - 0"
POINT A_1
16
4°
4°
16
11 3°
18' - 0 1/2"
O N.2
1 SK#014-2
209.5
4' - 10" MIN
6' - 1"
° 86
7 1/2"
14"
16
2' - 4"
1/2" = 1'-0"
° 86
7 1/2" 71 °
25 3/4"
25 3/4" 14"
2' - 4"
7° 3' - 10 1/4"
4' - 10" MIN
5' - 4"
3RD LEVEL PLAN AT 0' 3RD AFFLEVEL (177'-6") PLAN AT 0' AFF (177'-6")
15.2
1 SK#014-2
10' - 0" 5' - 4"
N.2
2 3/4"
15.2
26"
11 1/4"
2' - 2" 12"
15.2
4"
16
4 1/2"
4 1/2"
15.2
ANGLED WALL TO BE SIDE ANGLED MOUNTED WALL TO BE SIDE MOUNTED 9 3/4" AS PER SK01 AS PER SK01
4"
3"
3"
16
12"
7°
3' - 10 1/4"
° 55
15.2
A855
9 3/4"
26"
59°
73 ° 12"
2
11 1/4"
2' - 7 1/2"
59 °
4°
59 °
20"
4°
73 °
76 °
2' - 7 1/2"
76 °
7 1/2"
7 1/2" 20"
20"20"
4°
A855
4°
4°
4°
WINDOW OPENING
EDGE OF FLOOR BELOW EDGE OF FLOOR BELOW
1
A855
SK#013-5
9' - 2"
5° 12
2
4 SK#014-1 9' - 2"
5° 12
12 1°
4 SK#014-1
6' - 7 1/4"
209.5
12"
3 SK#014-1
WINDOW OPENING
° 94
12 1°
152°
192°
16
° 86
1
A855
192°
° 86
3 SK#014-1
8 1/2"
1 SK#014-2
° 94
15.2
152°
14°
6' - 7 1/4"
5° 12
14°
8 1/2"
3' - 3 3/4"
1 309.3 SK#014-2
2' - 3 1/4"
5° 12
° 94
° 94
15.2
2' - 3 1/4" 2' - 1"
309.3
4 SK#014-1
59°
4 SK#014-1
2' - 1"1' - 10 3/4"
2' - 2"
5' - 7 1/4" 1' - 10 3/4"
3' - 3 3/4"
5' - 7 1/4"
CLOVERFIELD MIXED-USE CLOVERFIELD MIXED-USE 1450 CLOVERFIELD BLVD 1450 CLOVERFIELD BLVD SANTA MONICA, CA 90404 SANTA MONICA, CA 90404
1
SK#013-5
6' - 0"
209.4
19"
1
2 3/4" 6' - 0"
O
209.4
309.2
309.2
2 3/4"
O N.2
O
4' - 10" MIN
O N.2
10' - 10" MIN
N.2
5
PLAN CHECK 5TH SUBMITTAL 10 / 01 / 19
POINT B_3
RFI#056 03 / 04 / 22
[c.] STEEL TUBE SCREEN ELEVATION 3/16" = 1'-0"
2
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 7 STEEL STAND-OFF BRACKETS [SSD]
EXPECTED CONSTRUCTION COMPLETION TIMELINE: SUMMER 2022
U ND E R CO N S TR U CTI O N
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 8
2225 BROADWAY
LOCATION: SANTA MONICA, CA
FIRM: PATRICK TIGHE ARCHITECTURE PROJECT ROLE: PROJECT DIRECTOR / DESIGNER PROGRAM: MIXED-USE APARTMENT BUILDING SIZE: 15 UNITS - 42,000 SQFT. PROJECT STATUS: UNDER CONSTRUCTION (TO BE COMPLETED - SUMMER 2022)
THE BROADWAY MIXED-USE APARTMENTS ARE A NATURAL CONTINUATION OF THIS BUSY SANTA MONICA SHOPPING STREET. THE BOLD HORIZONTAL LINES ARE PUNCTUATED BY A DOUBLE STORY LOOK-OUT SPACE THAT ALLOWS NATURAL LIGHT TO FLOOD THROUGH INTO THE INTERNAL COURTYARD. THE PROJECT SITES ON 9,700 SQFT SITE WITH 2 LEVELS OF SUBTERRANEAN PARKING AND INCLUDES MULTIPLE COMMON AREAS, INCLUDING A VAST ROOF DECK, AND OTHER SMALLER SOCIAL SPACES FOR THE RESIDENTS. THE DEVELOPMENT INCLUDES 15 MARKET RATE AND AFFORDABLE UNITS WITH MODERN INTERIORS AND PANORAMIC BALCONIES. THE MAJORITY OF THE GROUND FLOOR IS RETAIL SPACE WITH LARGE GLAZED FACADES AND 13 FOOT CEILINGS THAT CREATE ENTICING PORTALS TO WITHIN.
PROJECT RESPONSIBILITIES: - AS THE PROJECT DESIGNER DEVELOPED COMPLETE FEASIBILITY STUDIES, SD, DD, CD SETS. - PRESENTED THE PROJECT TO CITY OF SANTA MONICA ARB. - PROJECT DIRECTOR DURING CD PHASE. - DESIGNER OF INTERIOR PACKAGE. - CURRENTLY PROJECT DIRECTOR DURING CONSTRUCTION ADMINISTRATION PHASE ALONG W/ KERVIN LAU.
THIS PROJECT’S CONCEPT WAS TO BE LIGHTER, LIFTED AND BLEACHED MATERIAL PALLETE TO CONTRAST IT’S SISTER BUILDING IN THE SAME STREET WHICH IS DARKER, GROUNDED AND BOLDER. THIS MULTI-FAMILY APARMENT BUILDING EXTERIOR FINISHES INCLUDE CEMENT FIBER BOARD PANELS, BOARDFORM CONCRETE, LIGHT GREY FLAT METAL CLADDING AND LIGHT GREY STEEL TROWELLED SMOOTH STUCCO. A VERTICAL GREEN WALL RISES AT THE SOUTHWEST CORNER OF THE BUILDING. THE RESIDENTIAL ENTRY IS TREATED WITH A VERTICAL PIECE CLAD WITH EXPANDED WIRE MESH, WHICH EXTENDS FROM THE STREET TO THE COURTYARD.
CLIENT LA TERRA DEVELOPMENT, LLC COLLABORATORS MARK TESSIER LANDSCAPE ARCHITECTURE eSQUARED LIGHTING CORE STRUCTURE DKE ENGINEERING TIGHE TEAM MEMBERS KERVIN LAU - PROJECT DIRECTOR ANTONIO FOLLO ANDREINA PEPE FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 9
METAL FLASHING WITH DRIP EDGE BLOCKING AS REQUIRED [SSD] METAL SALES, FLAT METAL PANEL, ICC-ESR #2385 [SEE A021] PLYWOOD [SSD]
5/8" TYPE X DENSGLASS
42" MIN.
1" MAX.
24 GA. METAL CAP FLASHING NAILED AT BACK VERTICAL FACE W/ NEOPRENE WASHER CLIPS AT FRONT FACE 24" O.C.
CONTINUOUS TREMCO 250GC LIQUID WP OR SIMILAR SELF-ADHERED WP MEMBRANE
NOTE: THE SHEET METAL AT PARAPET CAP TO BE HEMMED NOT FOLDED OUT FIRE-RATED BLOCKING AS REQUIRED [SSD]
42" HT PTD METAL GRATE GUARDRAIL
2X DOUBLE FIRE-RATED TOP PLATE [SSD]
FASTENED STL PLATE [SSD] DEX-O-TEX, WEATHERWEAR, ICC-ESR# 1757 [SEE A020]
OVERHANG DETAIL 1 1/2" = 1'-0"
1" GYPCRETE TOPPING SLAB
FIRE-RATED PLYWOOD [SSD]
2
1/4" ACOUSTI-MAT UNDERLAYMENT
5757 VENICE BLVD. LOS ANGELES, CA. t 323.424.7594 www.tighearchitecture
METAL FLASHING W/ DRIP EDGE FIRE-RATED BLOCKING AS REQUIRED [SSD]
SLOPE 2%
A
B
D
C
F
METAL LATH
G.2
I
J.2
METAL SALES, FLAT METAL PANEL, N ICC-ESR #2385 [SEE A021]
K.2
FIRE-RATED BLOCKING AS REQUIRED [SSD]
2 A600
1 A600 5' - 1"
CONTINUOUS TYVEK WATERPROOF ELEVATOR PENTHOUSE MEMBRANE OR SIMILAR 202' - 6"
10' - 10"
7' - 9"
12' - 2"
9' - 10"
9' - 4"
6' - 11"
21' - 3" 5/8" TYPE X DENSGLASS DOUBLE
16' - 2"
METAL FLASHING W/ DRIP EDGE
SECOND LEVEL 163' - 3"
ROOF PARAPET AT OVERHANG DETAIL
EX. PARKING LOT SLOPE 2%
6"
11' - 0"
PARKING LEVEL 1 138' - 9"
2X FIRE-RATED SOLID BLOCKING @ 48" O.C. [SSD]
CONTINUOUS LED STRIP ALL AROUND [SEE LIGHTING DRAWINGS] 10' - 0"
METAL SALES, FLAT METAL PANEL, ICC-ESR #2385 [SEE A021]
CONTINUOUS SELF-ADHERED WP MEMBRANE
LEVEL 2 FASTENED 2X PARKING DOUBLE FIRE-RATED TOP PLATE [SSD] 128' - 9"
RSIC-1 CLIP W/ 7/8" HAT CHANNEL
5' - 1"
DOUBLE 5/8" TYPE X GYP BD
A
10' - 9 1/2"
B
7' - 9"
12' - 2"
C
14' - 7 1/4"
D
4' - 6 3/4"
F
H.1
21' - 11 1/4"
CONTINUOUS SELF-ADHERED WATERPROOF MEMBRANE
M.1 METAL STUD FRAMING [SDD] N
K.1
11
10
9
8.2
7 2 A610
6' - 8"
9' - 4"
9' - 4"
4' - 9"
6.2
5
4.2
5' - 9"
2.2
1 A610
96' - 4" 14' - 6"
3
11' - 1"
3' - 2"
6' - 2"
15' - 5"
STUCCO EDGE MOULDING 7' - 11"
POUR IN PLACE REINFORCED SMOOTH CONCRETE COLUMN
10' - 0"
10' - 9"
PLAN CHECK 4TH SUBMITTAL 05 / 31 / 19
4
1 1/2" = 1'-0"
PLAN CHECK 5TH SUBMITTAL 10 / 01 / 19 RFI #038 03 / 04 / 2022
PARKING LEVEL -1
45°
OPEN TO BEYOND
PLAN CHECK 2ND SUBMITTAL 01 / 11 / 19 PLAN CHECK 3RD SUBMITTAL 03 / 18 / 19
TYP. CONCRETE COLUMN DETAIL
PL
17' - 0"
1" GYPCRETE TOPPING SLAB [SSD]
EXPOSED POUR-IN-PLACE REINFORCED SMOOTH CONCRETE COLUMN [SSD] PL
4' - 0"
CLEAR ANODIZED ALUMINUM WINDOW STOREFRONT FRAME [SEE PLAN AND SCHEDULE]
PARKING LEVEL 1 138' - 9"
SELF-ADHERED BITUTHANE WP MEMBRANE WINDOW FLASHING
SLOPE 2%
GRIND AND POLISHED EXPOSED
10' - 2" CONCRETE FLOOR REAR YARD SETBACK
OPEN TO BEYOND
BROADWAY
2 A810
DUAL PANE LOW-E GLAZING
5 A863 OPEN TO BEYOND
SLOPE 2%
VINYL TILE FLOOR FINISH
3 A811
DAYLIGHT PLANE ADJACENT TO R-DISTRICT 10' - 2"
7
RFI #038 03 / 04 / 2022
PLAN CHECK SUBMITTAL 09 / 17 / 18
OPEN TO BEYOND
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR EX. SINGLE FAMILY SLAB [SSD] DWELLING
NATURAL GRADE
AVG GRADE FIRE-RATED FASTENED 2XNAT DOUBLE 150' - 0" BOTTOM PLATE [SSD]
PARKING LEVEL -2
9' - 1"
DEX-O-TEX, WEATHERWEAR, ICC-ESR# 1757 [SEE A020]
PLAN CHECK 5TH SUBMITTAL REVISIONS
25' - 0"
CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR METAL LATH SECOND LEVEL WEEP SCREED 163' - 3" 4" HT MDF BASEBOARD
13' - 6"
1" SMOOTH STL TROWELLED STUCCO PLASTER
PLAN CHECK 2ND SUBMITTAL
PLAN CHECK 4TH SUBMITTAL
GROUND LEVEL 149' - 9"
DUAL PANE LOW-E GLAZING
10' - 9"
THIRD LEVEL
174' - 0" TYPE X 5/8" DENSGLASS
35' - 6" (36'-0" MAX. HT ALLOWED PER SMMC)
DOUBLE 5/8" TYPE X GYP BD R-19 BATT INSULATION FIRE-RATED PLYWOOD [SSD]
43' - 3" (85' - 0" MAX HT PER BLDG CODE)
1 1/2" = 1'-0"
ROOF PLAN 184' - 9"
PLAN CHECK SUBMITTAL 09 / 1
PLAN CHECK 3RD SUBMITTAL
CLEAR ANODIZED ALUMINUM WINDOW STOREFRONT FRAME [SEE PLAN AND SCHEDULE]
5' - 7" 0' - 9"3' - 6"
TYP. TOP WALL TO ROOF DETAIL
RETAIL ONE
CAULK AT WINDOW TO GYP. BD.
CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR
ROOF DECK FINISH FLOOR 185' - 6"
REVISIONS
PL
CONTINUOUS SELF-ADHERED 1 WP MEMBRANE SELF-ADHERED BITUTHANE WP MEMBRANE WINDOW ABOVE FRAME FLASHING, ICC-ES ESR #2783 10' - 3" METAL SALES, FLAT METAL PANEL, ICC-ESR #2385 [SEE A021]
11' - 0"
9' - 4"
1" SMOOTH STL TROWELLED STUCCO PLASTER
DOUBLE LAYER OF 5/8" TYPE X PARAPET LEVEL GYP. BD. 189' - 0"
1/8" = 1'-0"
2
5/8" TYPE X DENSGLASS
X DENSGLASS
FIRE-RATED PLYWOOD [SSD]
SOUTH ELEVATION
DOUBLE 5/8" TYPE X GYP. BOARD 12
5/8" TYPE X DENSGLASS
STAIR PENTHOUSE 5/8" TYPE X194' DENSGLASS - 7"
4 A811
CONTINUOUS LED STRIP ALL AROUND [SEE LIGHTING] 16' - 0" R-21 BATT INSUALTION
6' - 4 3/4"
I
METAL SALES, FLAT METAL PANEL, ICC-ESR #2385 [SEE A021]
DOUBLE 5/8" TYPE ELEVATOR PENTHOUSE 202' - 6"
SECOND LEVEL 163' - 3"
5/8" TYPE X DENSGLASS
FRAMING AS REQUIRED [SSD]
UNIT 206 BROADWAY 2225 BROADWAY SANTA MONICA, CA 90404
METAL STUD FRAMING [SSD]
21' - 3"
FIRE-RATED RIM BEAM [SSD]
6 A811
5 A811
GEO TEXTILE - MIRAFI 140 NC [SEE SOILS]
GROUND LEVEL
149' - 9" 1/4" ACOUSTI-MAT UNDERLAYMENT
CONTINUOUS TREMCO 250GC LIQUID WP OR SIMILAR SELF-ADHERED WP MEMBRANE
11' - 0"
PERMEABLE GRAVEL [SEE SOILS]
PARKING LEVEL 1 R-30 BATT INSULATION 138' - 9"
1 A810
DRAINAGE BOARD - MIRADRAIN 6200 [SEE SOILS] PEEL AND STICK WATERPROOF MEMBRANE MIRADRI 860 [SEE SOILS] 12" POUR-IN-PLACE REINFORCED SMOOTH CONCRETE FOUNDATION WALL [SSD]
21' - 3"
FIRE-RATED PLYWOOD [SSD]
FIRE-RATED WD BEAM [SSD] 1/2" RESILIENT CHANNELS
WALL SECTION AND
PARKING LEVEL 2 128' - 9" SOUTH ELEVATION & EAST ELEVATION
10' - 0"
1" MIN.
MIN 60-MIL PVC SINGLE PLY MEMBRANE: LEVEL A COOL ROOF MEMBRANE, SIKA SARNAFIL,GROUND S327 CLASS 149' - 9" ICC-ESR #1157 [SEE A024] PLYWOOD [SSD] R-30 FIBER GLASS BATT INSULATION WITH 1" AIR GAP FROM PLYWOOD
THIRD LEVEL 174' - 0"
METAL SALES, FLAT METAL PANEL, ICC-ESR #2385 [SEE A021] DUAL PANE LOW-E GLAZING METAL FLASHING W/ DRIP EDGE 23RD STREET CLEAR ANODIZED ALUMINUM WINDOW FRAME [SEE PLAN AND SCHEDULE] SELF-ADHERED BITUTHANE WP MEMBRANE WINDOW FLASHING GRIND AND POLISHED EXPOSED CONCRETE FLOOR EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR SLAB [SSD]
13' - 6"
AVG NAT GRADE 150' - 0"
5
1 1/2" = 1'-0" PL
8
1 1/2" = 1'-0"
BROADWAY 2225 BROADWAY SANTA MONICA, CA 9040
BALCONY
ANGLED CEILING AND BALCONY DETAIL OPEN TO BEYOND
PL
7 A811
12' - 6"
FIRE-RATED PLYWOOD 4' FROM EXT. WALL [SSD]
10' - 9"
174' - 0"
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com UNIT 306
DUAL PANE LOW-E GLAZING
THIRD LEVEL EXT. WALL [SSD] FIRE-RATED PLYWOOD 4' FROM
WD BLOCKING AS REQUIRED [SSD]
2' - 9"
CLEAR ANODIZED ALUMINUM WINDOW FRAME [SEE PLAN AND SCHEDULE]
OPEN TO BEYOND
10' - 1"
35' - 6" (36'-0" MAX. HT ALLOWED PER SMMC) 43' - 5" (85' - 0" MAX HT PER BLDG CODE)
2X CRICKET TO FALL, HEIGHT VARIES [SSD]
10' - 9"
184' - 9"
FASTENED FIRE-RATED BOTTOM PLATES [SSD]
2 A811
9' - 3"
7' - 11"
FIRE-RATED PLYWOODROOF 4' FROM PLAN EXT. WALL [SSD]
ROOF PLAN 184' - 9"
9' - 3"
185' - 6"
SELF-ADHERED BITUTHANE WP MEMBRANE WINDOW ABOVE FRAME FLASHING, ICC-ES ESR #2783 WINDOW HEAD FLASHING WITH DRIP EDGE AS REQUIRED CAULK AT WINDOW TO GYP BD 10' - 9"
DECK TO WALL METAL FLASHING ROOF DECK FINISH FLOOR
1/2" RESILIENT CHANNEL DOUBLE 5/8" TYPE X GYP BOARD
CEMENT FIBER BOARD
10' - 9"
PARAPET LEVEL 189' - 0"
FIRE-RATED WD HEADER [SSD]
13' - 6"
17' - 0"
24 GA. GI. ZYP LOCK FLASHING
ROOF TERRACE LEVEL1 187' - 6"
FIRE-RATED RIM BEAM [SSD]
5' - 7"
194' - 7"
0' - 9"3' - 6"
9' - 2"
CONTINUOUS SELF-ADHERED WP MEMBRANE
METAL SALES, FLAT METAL PANEL, ICC-ESR #2385 [SEE STAIRA021] PENTHOUSE
WEEP SCREED
8 A811
FIRE-RATED PLYWOOD [SSD]
99' - 3 1/2"
10' - 0"
42" MIN.
1" SMOOTH STL TROWELLED STUCCO PLASTER
A811
A500
DOUBLE 5/8" TYPE X GYP BD PARKING LEVEL 2 128' - 9"
TYP. FLOOR TO EXERIOR WALL DETAIL 1 1/2" = 1'-0"
6' - 8 1/4"
6 12
9' - 3 3/4"
11
9' - 4"
10
19' - 2 1/4"
9
16' - 9 3/4"
7
9' - 4"
5
14' - 2" TYP.
11' - 6"
3
2.1
CONCRETE COLUMN DETAIL 1
1 1/2" = 1'-0"
3
EAST ELEVATION 1/8" = 1'-0"
1
TYP. CONCRETE COLUMN DETAIL 1/4" = 1'-0"
1
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 10
B
A
D
C
F
H.1
I
K.1
M.1
N
99' - 3" 5' - 1"
10' - 10"
7' - 9"
12' - 2"
14' - 7"
4' - 7"
1 A600
4"
6' - 5"
16' - 0"
2 A600
57' - 3 1/2"
42' - 0"
4"
P.L. 99.97'
1
6" CONCRETE SLAB EDGE
21' - 11"
2 A510
5757 V LOS AN t 323.4 www.tig
1
21' - 10"
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR SLAB [SSD] 2.1
11' - 6"
5747 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
P.L. 97.00'
18' - 0"
18' - 0"
R 24
13' - 7"
7
8' - 0"
9
2' - 0"
CONCRETE DRIVEWAY AISLE
3' - 7"
ALIGN TO CONCRETE
5' - 0"
6' - 8"
STORAGE 7' - 4"
17' - 5"
PLAN CHE
PLAN CHE
PLAN CHE
PLAN CHE
P.L .99.94'
GRIND AND POLISHED EXPOSED CONCRETE FLOOR
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR SLAB [SSD]
PLAN CHE
12
1 A811
4 A851
4 A851
REVISIONS
11
12
SELF-ADHERED BITUTHANE WP MEMBRANE WINDOW FLASHING
10
1 A815
22' - 2"
TYP
18' - 0"
6' - 11"
11
CLEAR ANODIZED WINDOW FRAME [SEE PLAN & SCHEDULE]
9
16' - 7"
6 A860
8' - 8"
9' - 4"
12"
10
DUAL PANE GLAZING
2 A610
8' - 6"
9' - 4"
7' - 5"
BROADWAY UP 2225 BROADWAY SANTA MONICA, CA 90404
PORCELAIN TILE
6
6' - 0"
18' - 0"
24' - 0" (22' MIN. REQ'D RES. DRIVEWAY AISLE)
22' - 0" (22' MIN. REQ'D RES. DRIVEWAY AISLE)
128.75'
POUR IN PLACE REINFORCED SMOOTH CONCRETE COLUMN
1 A500
'-
0"
UP
5' - 0"
P.L . 97.00'
21' - 0" (20' MIN DRIVEWAY)
19' - 2"
UNDER CONSTRUCTION
2" LIGHT COVE
1 1/2" = 1'-0"
10.0% SLOPE
16' - 10" 96' - 4"
2"
4"
4"
1 A813
BROAD 2225 BR SANTA
2"
METAL SALES, FLAT METAL PANEL, ICC-ESR #2385 [SEE A021]
COLUMN TOP REVEAL
1 A610
7' - 8"
5 1 A814
1 A510
7
CONTINUOUS WATERPROOF MEMBRANE
2"
UP
3' - 8"
TYP
6 A851
5/8" TYPE X DENSGLASS
3
8' - 6"
9' - 4"
5
CONTINUOUS LED STRIP ALL AROUND [SEE LIGHTING DRAWINGS]
18' - 0"
" -6
TYP
2.1
' 36
5 A851
P M
R
A AX Y R M A E W OP IVE SL DR % 20 TE RE NC CO
3
METAL STUD FRAMING [SSD]
CONCRETE DRIVEWAY AISLE
14' - 2"
15' - 0"
RFI #038 03
TYP
1 A812
2 A500
B
A
D
C
F
H.1
I
K.1
M.1
N
METAL SALES, FLAT METAL PANEL, ICC-ESR #2385 [SEE A021]
DRIP EDGE
COLUMN SIDE ELEVATION 3/4" = 1'-0"
3
COLUMN FRONT ELEVATION 3/4" = 1'-0"
CONTINIUOUS LED STRIP LIGHT ALL AROUND (SEE LIGHTING DWG)
2
B
A
R
D
C
F
H.1
I
K.1
M.1
PARKING LEVEL -2
N
1/8" = 1'-0"
1
99' - 3" 5' - 1"
POUR IN PLACE REINFORCED SMOOTH CONCRETE COLUMN (SSD)
10' - 10"
7' - 9"
12' - 2"
14' - 7"
1 A600
REVISIONS
5/8" TYPE X GYP BOARD
4' - 7"
21' - 11"
6' - 5"
16' - 0"
2 A600
2 A510
PAR
PLAN CHECK SUBMITTAL 09 / 17 / 18
A
METAL STUD FRAMING [SSD]
PLAN CHECK 2ND SUBMITTAL 01 / 11 / 19
2' - 4"
CONCRETE DRIVEWAY AISLE
21' - 10"
2.1
DN
5' - 0"
22' - 0" (22' MIN. REQ'D RES. DRIVEWAY AISLE)
15' - 0"
3' - 0"
6 A861
3
8' - 6"
1 A610
7' - 8"
18' - 0"
P.L. 97.00'
18' - 0"
R 24'
24' - 0"
9
2"
TYP COLUMN DETAIL
22' - 0" (22 FT. W/ MINOR MODIFICATION)
(22 FT. W/ MINOR MODIFICATION)
R - 3"
33' - 6"
21' - 10"
19' - 2"
EQ.
7
1' - 9"
EXPOSED CONCRETE REVEAL
1 A500
- 0"
UP
7
SEE STRUCTURAL DRAWINGS
BROADWAY 2225 BROADWAY SANTA MONICA, CA 90404
BROADW 2225 BRO SANTA M
DUAL CHARGER EVCS (SEE A025)
17' - 6"
10% SLOPE
1 A813
5' - 0"
R - 2"
P.L. 97.00'
16' - 10"
21' - 0" (20' MIN DRIVEWAY)
1 A510
96' - 4"
6 A851
5 1 A814
SEE STRUCTURAL DRAWINGS
EQ.
1' - 4"
R - 2"
1' - 4"
10% SLOPE
5
EL,
15' - 0"
3' - 0"
2 A610 CONCRETE DRIVEWAY AISLE 138.75' 18' - 0"
9
DN
A851
UP
7' - 5"
5' - 0"
11
AL PANEL, ]
ALIGN TO CONCRETE
6' - 7"
3
3/4" = 1'-0"
COLUMN FRONT ELEVATION 3/4" = 1'-0"
PLAN CHEC
PLAN CHEC
PLAN CHEC
11
PLAN CHEC
0.05 MECHANICAL ROOM FF EL +138'-9" CONCRETE CH 10' - 1" CONCRETE
STORAGE 7' - 4"
PLAN CHEC
12
P.L .99.94' 1 A811
COLUMN SIDE ELEVATION
REVISIONS
10' - 0" 16' - 7"
12
LIGHT ALL DWG)
10
1 A815
8' - 4"
6 A860
TRANSFORMER ABOVE 6' - 8"
E FLOOR
1
4 A851
8' - 8"
1 1/2" = 1'-0"
9' - 4"
ARCHITECTURAL COLLUMN PLAN DETAIL
4
3" = 1'-0" 4 A851
22' - 2"
10
COLUMN BASE REVEAL DETAIL
PORCELAIN TILE
NE WP ASHING
XPOSED
TYP
18' - 0"
2"
8' - 6"
9' - 4"
OW FRAME
UP
3' - 8"
CAST-IN-PLACE REINFORCED CONCRETE W/ SMOOTH FINISH
DN
DN
9' - 4"
1 1/2" = 1'-0"
5757 VE LOS AN t 323.42 www.tigh
1 18' - 0"
10' - 2"
3
5
P M
" -6
A AX Y R M A E W OP IVE SL DR % 20 TE RE NC CO
' 36
1' - 0" EQ.
R
1' - 0" EQ. R - 3"
COLUMN TOP REVEAL
10' - 0" 2' - 0"
RFI #038 03 / 04 / 2022
TYP 10' - 0"
6 A851
PLAN CHECK 5TH SUBMITTAL 10 / 01 / 19 2.1
11' - 6"
CLEAR ANODIZED ALUMINUM WINDOW STOREFRONT FRAME [SEE PLAN AND SCHEDULE]
PLAN CHECK 4TH SUBMITTAL 05 / 31 / 19
14' - 2"
5747 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 5 www.tighearchitecture.comA851
CONTINUOUS LED STRIP ALL AROUND
(10' MIN. DRIVEWAY RAMP) (10' MIN. DRIVEWAY RAMP)
PLAN CHECK 3RD SUBMITTAL 03 / 18 / 19
TYPSALES, FLAT METAL PANEL, METAL 5 ICC-ESR #2385 [SEE A021] A851
OUND
P.L. 99.97'
1
SELF-ADHERANT CONTINUOUS WATERPROOF MEMBRANE
1 A812
RFI #038 03
TYP
2 A500
2
B
A
D
C
F
H.1
I
K.1
M.1
N
6" CONCRETE SLAB EDGE
RCED LUMN (SSD)
EXPOSED POUR-IN-PLACE 6" CONCRETE SLAB EDGE REVISIONS REINFORCED CONCRETE FLOOR SLAB [SSD]
PLAN CHECK SUBMITTAL 09 / 17 / 18 D
C
F
G.2
1.04 ELECTRICAL ROOM FF EL +150'-11" CONCRETE CH 11' - 4" CONCRETE
COLUMN FRONT ELEVATION 3/4" = 1'-0"
REVISIONS
PLAN CHEC
S T R E E T
PLAN CHEC
PLAN CHEC
4' - 2"
1
1
RFI #038 03
TYP
12' - 0"
PLANCHECK CHECK3RD 5THSUBMITTAL SUBMITTAL03 10/ 18 / 01/ 19 / 19 PLAN 2 A500
B C
PLAN CHEC
12
/ 19
PLANCHECK CHECK2ND 4THSUBMITTAL SUBMITTAL 05/ 11 / 31/ 19 / 19A812 PLAN A811 01
5 A851
B1' - 0" EQ.
PLAN CHEC
PLAN CHECK 2ND SUBMITTAL 01 / 11 / 19 REVISIONS
1 A816
CLEAR ANODIZED ALUMINUM WINDOW STOREFRONT FRAME [SEE PLAN AND SCHEDULE]
10
11
PLAN CHECK SUBMITTAL 09 / 17 / 18
4 A863
A5 A851
2 3 R D
16' - 3"
1 A815
6' - 4"
6' - 8"
METAL STUD FRAMING [SSD]
1' - 0" EQ.
9
REVISIONS149.65
PLAN CHECKSUBMITTAL 3RD SUBMITTAL / 18 PLAN CHECK 09 / 1703 / 18 P.L .99.94'
CLEAR ANODIZED ALUMINUM WINDOW STOREFRONT FRAME METAL SALES, FLAT METAL PANEL, [SEE PLAN AND SCHEDULE] ICC-ESR #2385 [SEE A021]
TYP 1 SK#014-1
33' - 9"
1.01 RETAIL 1 FF EL +149'-9" CONCRETE CH 12' - 6" CONCRETE
SLOPE
12
CONTINUOUS LED STRIP ALL AROUND
11' - 0" 8' - 0"
16' - 10"
8.2 25' - 11"
2
3 A850
CONTINUOUS LED STRIP ALL AROUND SELF-ADHERANT CONTINUOUS WATERPROOF MEMBRANE METAL SALES, FLAT METAL PANEL, ICC-ESR #2385 [SEE A021]
7
9' - 6"
7' - 6"
TRANSFORMER
11
5/8" TYPE X GYP BOARD SELF-ADHERANT CONTINUOUS WATERPROOF MEMBRANE
2
3/4" = 1'-0"
6.2
6"
3
3/4" = 1'-0"
6' - 0"
BROADW 2225 BR SANTA M
2 A610
4' - 4"
1.02 RETAIL 2 FF EL +149'-9" CONCRETE TYP CH 12' - 6" CONCRETE
6"
10
COLUMN SIDE ELEVATION
6 A860
COLUMN FRONT ELEVATION UP
9' - 4"
CONTINIUOUS LED STRIP LIGHT ALL AROUND (SEE LIGHTING DWG)
8' - 6"
3
1 A500
RETAIL BATHROOM
TYP
4' - 9" 9' - 4"
DN
CONTINIUOUS LED STRIP LIGHT ALL AROUND (SEE LIGHTING DWG) 5/8" TYPE X GYP BOARD POUR IN PLACE REINFORCED SMOOTH CONCRETE COLUMN (SSD) METAL STUD FRAMING [SSD]
D
F
G.2
R
RFI #038 03 /4TH 04 / SUBMITTAL 2022 PLAN CHECK 05 / 31 / 19
O
A
D
W
A
Y
PLAN CHECK 5TH SUBMITTAL 10 / 01 / 19
H.1 I J.2 RFI #038 03 / 04 / 2022
K.1
K.2
M.1
N
R - 3"
EQ.
1' - 4"
5
6 A851
EQ.
5 R - 2"
RAWINGS RUCTURAL DRAWINGS
1' - 0" EQ.
1' - 4"
1 1/2" = 1'-0"
6 A860
28' - 1"
3' - 8"
DRIP EDGE POUR IN PLACE REINFORCED SMOOTH CONCRETE COLUMN (SSD)
1 1/2" = 1'-0"
4 A851
MAILROOM
4.2
7' - 6"
9
3/4" = 1'-0"
COLUMN TOP REVEAL
23' - 11"
P.L. 97.00'
9' - 5"
18' - 7"
COLUMN SIDE ELEVATION
1.07 TRASH/RECYCLING RM FF EL +149'-9" CONCRETE CH 12' - 6" CONCRETE 33' - 0"
4 A851
4 A851
8.2
24' - 3"
TYP
METAL SALES, FLAT METAL PANEL, ICC-ESR #2385 [SEE A021]
COLUMN TOP REVEAL
BROADWAY 2225 BROADWAY - 9" SANTA MONICA, CA8'90404
44' - 7"
3 A804
4 A851
9' - 11"
A851
1.05 FITNESS CENTER FF EL +149'-9" RUBBER FLR CH 12' - 6" CONCRETE
1 A610
5
1' - 2" 4' - 5"
11' - 1" 96' - 4"
5' - 9" 14' - 6"
SELF-ADHERED BITUTHANE WP MEMBRANE WINDOW FLASHING EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR GRIND AND POLISHED EXPOSED SLAB [SSD]FLOOR CONCRETE METAL SALES, FLAT METAL PANEL, ICC-ESR #2385 [SEE A021] EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR SLAB [SSD]
8' - 0"
5' - 0"
GRINDANODIZED AND EXPOSED TYPPOLISHED COLUMN DETAIL CLEAR WINDOW FRAME CONCRETE FLOOR [SEE PLAN & SCHEDULE]
8"
1 A813
7
3
1.08 LOADING FF EL +149'-9" CONCRETE CH 12' - 6" CONCRETE
EXIT PASSAGEWAY
BROADWAY 2225 BROADWAY SANTA5'MONICA, - 0" 2' - 10" CA 90404
12' - 0"
7' - 2"
7' - 6"
2.1
4' - 6"
3' - 8"
30' - 2"
RETAIL BATHROOM
6.2
CLEAR ANODIZED WINDOW FRAME [SEE PLAN & SCHEDULE]
DRIP EDGE
UP 4' - 0"
4' - 0"
24 '
1 A510
DUAL PANE GLAZING SELF-ADHERED BITUTHANE WP MEMBRANE WINDOW FLASHING
1 1/2" = 1'-0"
DN
5' - 3"
7' - 9"
8' - 6"
R-
5757 VE LOS AN t 323.42 www.tig
2.2
21' - 10" (20' MIN DRIVEWAY)
CONCRETE DRIVEWAY 10% SLOPE
DN
1 A814
R - 3"
1
DN
1
A2
25' - 6"
X MA
6' - 2"
5
6
SEE STRUCTURAL DRAWINGS
ARCHITECTURAL COLLUMN PLAN DETAIL
10% SLOPE
1/8" = 1'-0"
12' - 2"
10' - 3" 11' - 6"
2"
4"
4" 2"
PE SLO
1.06 TELECOM/DAS ROOM FF EL +149'-8" CONCRETE CH 12' - 7" CONCRETE
3' - 2"
4.2
DUAL PANE GLAZING
8"
% 20
10' - 2"
2"
2"
EQ.
1' - 4"
SEE STRUCTURAL DRAWINGS
1 1/2" = 1'-0"
N 16' - 0"
1
3
6
1 1/2" = 1'-0" POUR IN PLACE REINFORCED SMOOTH CONCRETE COLUMN
COLUMN TOP REVEAL
TYP
6"
2" LIGHT COVE
M.1
5' - 3"
PARK
'-
EQ.
CONTINUOUS WATERPROOF 2" LIGHT COVE MEMBRANE
COLUMN TOP REVEAL
R - 2"
6 A851
TYP
36
1' - 4"
2.1
METAL FLAT METAL PANEL, POUR SALES, IN PLACE REINFORCED ICC-ESR #2385 [SEE A021] SMOOTH CONCRETE COLUMN
2"
6 A851
R
R - 2"
2.2
CONTINUOUS WATERPROOF 5/8" TYPE X DENSGLASS MEMBRANE METAL SALES, FLAT METAL PANEL, ICC-ESR #2385 [SEE A021]
2"
6 A851
5 A851
7 A861
3' - 11"
4"
5/8" TYPE X DENSGLASS CONTINUOUS LED STRIP ALL AROUND [SEE LIGHTING DRAWINGS]
4"
R - 3"
K.2
1' - 1"
2 A600
5' - 7"
1
CONTINUOUS LED STRIP ALL AROUND [SEE LIGHTING DRAWINGS]
1' - 0" EQ.
TYP
TYP
15' - 1"
27' - 0"
RFI #038 03 / 04 / 2022
METAL STUD FRAMING [SSD]
1' - 0" EQ.
K.1
6' - 11"
5747 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com 5747 VENICE BLVD. LOS ANGELES, CA. 90019 P.L. 99.97' t 323.424.7594 www.tighearchitecture.com 10' - 2"
5 A851
PLAN CHECK 5TH SUBMITTAL 10 / 01 / 19
NUM RAME LE]
J.2
PARKING LEVEL -1 4' - 7"
P.L. 97.00'
PLAN CHECK 4TH SUBMITTAL 05 / 31 / 19
5 A851
I
4' - 9"
2 A510
15' - 6"
9' - 10"
6' - 0"
12' - 2"
REAR YARD SETBACK
7' - 9"
1' - 10" 10' - 0" 10' - 0" (10' MIN. DRIVEWAY RAMP) (10' MIN. DRIVEWAY RAMP)
10' - 10"
1 A600
METAL STUD FRAMING [SSD]
AL PANEL, ]
H.1 99' - 3"
5' - 1"
PLAN CHECK 3RD SUBMITTAL 03 / 18 / 19
ALL AROUND
4
B
A
EXPOSED POUR-IN-PLACE PLAN CHECK 2ND SUBMITTAL 01 / 11 / 19 REINFORCED CONCRETE FLOOR SLAB [SSD]
UOUS NE
7' - 0"
SD]
1' - 0" EQ. R - 3"
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 11
GROUND LEVEL PLAN 1/8" = 1'-0"
1
R - 2"
GROU
B
A
D
C
F
I
J.2
K.2
10' - 10"
7' - 9"
12' - 2"
19' - 2"
1 A600
6' - 11"
16' - 2"
21' - 3"
2 A600
2 A510
P.L. 99.97'
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
1
TYP 4' - 0"
10' - 2"
2 A804
4' - 0"
4' - 0"
10' - 3"
5' - 10"
1
2.2
2.2 2.05 UNIT 205 FF +163'-3" CONCRETE CH 9' - 3" GYP.BD
15' - 5"
2.03 UNIT 203 (AFFORDABLE) FF +163'-3" CONCRETE CH 9' - 3" GYP.BD
2.07 UNIT 207 FF +163'-3" CONCRETE CH 9' - 3" GYP.BD
4' - 0"
3 6' - 2"
3
8' - 6"
DN
4' - 2"
2' - 9"
26' - 4"
11' - 2"
2' - 3"
6 A863
EGRESS BALCONY
5' - 1"
TYP
1 A805
7
TYP
8.2
4' - 9"
163.25'
9
UNDER CONSTRUCTION
2 A610
36' - 4"
8.2
6.2
5 A863
86' - 6"
163.25'
1 A500
P.L. 97.00'
2' - 0"
18" 2' - 0" 4' - 2" 2' - 0"
7 A863
EXPOSED CONCRETE
14' - 6"
3 A804
BROADWAY 2225 BROADWAY SANTA MONICA, CA 90404 T/R CHUTE
1%
2.01 UNIT 201 FF +163'-3" CONCRETE CH 9' - 3" GYP.BD
6' - 7"
13' - 2"
4' - 0"
7
TYP
5' - 1"
5' - 9"
1 A813
COMMON OPEN AREA
P.L. 97.00'
6.2
7 A863
3" TOPPING SLAB EXPOSED CONCRETE
3' - 3"
11' - 1"
1 A510 96' - 4"
4.2 5
1 A814
16' - 0"
5
1 A610
UP
3' - 2"
4.2
9
EGRESS BALCONY
8' - 6"
9' - 4"
DN
UP
2.08 UNIT 208 FF +163'-3" CONCRETE CH 9' - 3" GYP.BD
2.06 UNIT 206 FF +163'-3" CONCRETE CH 9' - 3" GYP.BD
2.04 UNIT 204 FF +163'-3" CONCRETE CH 9' - 3" GYP.BD
10
1 A815
REVISIONS PLAN CHECK SUBMITTAL 09 / 17 / 18 PLAN CHECK 2ND SUBMITTAL 01 / 11 / 19
1%
9' - 4"
10
2.02 UNIT 202 FF +163'-3" CONCRETE CH 9' - 3" GYP.BD
PLAN CHECK 3RD SUBMITTAL 03 / 18 / 19
11
PLAN CHECK 4TH SUBMITTAL 05 / 31 / 19
6' - 8"
8' - 7"
11
PLAN CHECK 5TH SUBMITTAL 10 / 01 / 19
12
12
P.L .99.94'
1 A816
1 A811
RFI #038 03 / 04 / 2022
TYP
1 A812
2 A500
B
A
D
C
F
I
J.2
K.2
N
#
LOCATION
PLAN 1/8" = 1' - 0"
ELEVATION 1/8" = 1' - 0"
WALL THICKNESS
LOCATION
PLAN 1/8" = 1' - 0"
ELEVATION 1/8" = 1' - 0"
WALL THICKNESS
1 A811
10
42" MIN.
122" D
J.2
F
G.2
12' - 2"
9' - 10"
I
J.2
9' - 4"
1 A600
PLAN CHECK SUBMITTAL 09 / 17 / 18
21' - 3"
GROUND LEVEL SOUTH D PLAN CHECK 4TH SUBMITTAL 05 / 31 / 19 ELEVATION
1/8" = 1'-0"
6' - 11"
14' - 0"
1 A610
2' - 0"
2' - 0"
3' - 6" 3' - 6" 3' - 6"
2' - 0"
3' - 6" 6' - 2"
2' - 0"
2' - 0" 2' - 0"
2' - 0"
A240
BROADWAY 2225 BROADWAY SANTA MONICA, CA 9040
3" = 1'-0"
TYP. PLANTER DETAIL
RD OF
3" = 1'-0"
PLAN CHECK 5TH PLAN CHECK SUBMITTAL 093RD / 17
PLAN CHECK 2ND SUBMITTAL RFI #038 03 / 04 /0 PLAN CHECK 4TH
2
PLAN CHECK 3RD SUBMITTAL 0
PLAN CHECK 5TH RFI #038 03 / 04 /
2
PLAN CHECK 5TH SUBMITTAL 1 RFI #038 03 / 04 / 2022
6" 6"
E SLOP
2 A863
TYP
6"
TYP
6"
E SLOP
9
V.I.F
RD OF
V.I.F
REVISIONS
6.2
8.2
2 A863
2 A863
REVISIONS
TYP
6"
SOIL FOR PLANTING [SEE LANDSCAPE DRAWINGS] E SLOP
PLAN CHECK 3RD SUBMITTAL 03 / 18 / 19
11
PLAN CHECK 4TH SUBMITTAL 05 / 31 / 19
OF RD
2" REVEAL AT BASE
PLAN CHECK 5TH SUBMITTAL 10 / 01 / 19
TYP
RFI #038 03 / 04 / 2022
CONTINUOUS TREMCO 250GC LIQUID WP OR CONTINUOUS TREMCO 250GC LIQUID WP OR SIMILAR SELF-ADHERED WP MEMBRANE
SIMILAR SELF-ADHERED WP MEMBRANE BOARD FORMED CONCRETE
CANT STRIP
LANDSCA
BOARD FORMED CONCRETE AS PER PLAN [SSD]
BOARD FORMED CONCRETE AS PER PLAN [SSD]
LANDSCAPE DETAILS
A86
2"
2" REVEAL AT BASE N
GRAVEL GRAVEL [SEE LANDSCAPE [SEE LANDSCAPE DRAWINGS] CANT STRIP DRAWINGS]
CANT STRIPPLAN [SSD] AS PER
2"
2" REVEAL AT BASE
GRAVEL [SEE LANDSCAPE DRAWINGS] SOIL FOR PLANTING
SOIL FOR PLANTING DRAWINGS] [SEE LANDSCAPE [SEE LANDSCAPE DRAWINGS]
CONTINUOUS TREMCO 250GC LIQUID WP OR SIMILAR SELF-ADHERED WP MEMBRANE
PLAN CHECK SUBMITTAL 09 / 17 / 18 PLAN CHECK 2ND SUBMITTAL 01 / 11 / 19
CANT STRIP
2"
PLAN CHECK 2ND 4TH
2
PLAN CHECK 4TH SUBMITTAL 0
2 A610
2" REVEAL AT BASE
K.2
PLAN CHECK SU 3RD
CONTINUOUS TREMCO 250GC LIQUID WP OR SIMILAR SELF-ADHERED TYP. PLANTER WP DETAIL MEMBRANE
PARKING GARAGE EXHAUST [SEE MECH DRAWINGS]
CANT STRIP
J.2
PLAN CHECK 2ND REVISIONS
MEMBRANE
4.2
12
I
HEMMED EDGE LIQUID WP OR
S.S. FASTENER SIMILAR SELF-ADHERED WP DRAINAGE COMPOSITE AND
2" REVEAL AT BASE
LANDSCA
2"
G.2
PLAN CHECK SU
CONTINUOUS FILLET OF SEALANT SHT. METAL FLASHING WITH ATCONTINUOUS HEAD OF WATERPROOFING TREMCO 250GC
PROTECTION S.S. TERMINATIONBOARD BAR
PROTECTION BOARD
1 A812
REVISIONS
DRAINAGE COMPOSITE S.S.S.S TERMINATION BAR AND C.I.P. REGLET PROTECTION BOARD
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
TYP. SELF-ADHERED PLANTER DETAIL SIMILAR WP
RD OF
16' - 11"
MIN. 60-MIL PVC SINGLE PLY MEMBRANE: SIKA SARNAFIL, S327 CLASS A COOL ROOF MEMBRANE,(WHITE) ICC-ESR #1157, [SEE A024]
RD OF
F
3
REINFORCED CONCRETE WALL [SSD]
DRAINAGE COMPOSITE AND MEMBRANE 3" = 1'-0" PROTECTION BOARD
1 GRAVEL CANT STRIP A872 [SEE LANDSCAPE DRAWINGS] GRAVEL [SEE LANDSCAPE DRAWINGS] 2" REVEAL AT BASE - 5" 10 CONTINUOUS16'TREMCO 250GC LIQUID WP OR1 CONTINUOUS TREMCO 250GC LIQUID WP OR A815 SIMILAR SELF-ADHERED WP MEMBRANE SIMILAR SELF-ADHERED WP MEMBRANE
1 A811
D
1/8" = 1'-0"
S.S. TERMINATION BAR CONTINUOUS FILLET OF SEALANT AT HEAD OF WATERPROOFING SHT. METAL FLASHING WITH HEMMED EDGE S.S. FASTENER
THIRD LEVEL PLAN
2 A500
C
6"
6' - 0" f2
S.S. C.I.P.FASTENER S.S REGLET
5
1 A500
P.L .99.94' 1 A816
B
3
METAL COVER FOR MECHNICAL SHAFT 7 [SEE MECHANICAL DRAWINGS]
SIMILAR SELF-ADHERED WP MEMBRANE
MIN. 60-MIL PVC SINGLE PLY MEMBRANE: SIKA SARNAFIL, S327 CLASS A COOL ROOF MEMBRANE,(WHITE) ICC-ESR #1157, [SEE A024]
12
A
6" f1
SHT. METAL FLASHING WITH 250GC CONTINUOUS TREMCO HEMMED LIQUIDEDGE WP OR
SOIL FOR PLANTING CONTINUOUS TREMCO 250GC LIQUID WP OR DRAWINGS] [SEE LANDSCAPE PROTECTION BOARD
2"
4 A872
185.50'
RD OF
4.6%
OEPN TO BELOW
9' - 4" 6' - 8"
11
2"
10
GRAVEL 5' - 8" SOIL FOR PLANTING [SEE LANDSCAPE DRAWINGS] [SEE LANDSCAPE DRAWINGS]
RD OF
OF RD
V.I.F
8' - 6"
9' - 4"
ROOF DECK A-3 OCCUPANCY 98 OCC. LOAD
5 A872
19' - 4"
9 PAVERS ON PEDESTAL SYSTEM (SEE LANDSCAPE DRAWINGS)
2 A872 23' - 2"
RD OF
4' - 9"
5' - 0"
184.75'
185.08'
BROADWAY 2225 BROAD SANTA MONI
6"
4' - 3"
PROTECTION BOARD
V.I.F
20' - 7"
FUTURE GREASE DUCT EXHAUST EQUIPMENT PAD RD OF
V.I.F
RD OF
V.I.F
RD OF
PAVERS ON PEDESTAL SYSTEM (SEE LANDSCAPE DRAWINGS)
OF RD
RD OF
10' - 11" BACK
RD OF
16' - 0" 3' - 0"
3' - 0"
PARKING GARAGE EXHAUST [SEE MECH DRAWINGS] SOIL FOR PLANTING [SEE LANDSCAPE DRAWINGS]
185.50'
6" 6"
GROUND FLOOR PLANTER SCHEDULE 9' - 6" f3
2' - 0"
7' - 9"
5
P.L. 97.00'
20' - 0"
TYP
DN
BROADWAY 2225 BROAD SANTA MONI
1/8" = 1'-0"
12' - 0"
CENTRAL HOT WATER
OPEN TO BELOW
8.2
6"
GROUND FLOOR PLANTER SCHEDULE
BROADWAY 2225 BROADWAY SANTA MONICA, CA 90404
RD OF
4' - 0"
6"
6' - 0" f2
f2
3
SYSTEM PAD METAL COVER FOR MECHNICAL SHAFT [SEE MECHANICAL DRAWINGS]
2 A873 3 A804
MIN. 60-MIL PVC SINGLE PLY MEMBRANE: SIKA SARNAFIL, S327 CLASS A COOL ROOF MEMBRANE,(WHITE) ICC-ESR #1157, [SEE A024]
8' - 6"
PARKING GARAGE EXHAUST [SEE MECH DRAWINGS] 185.50'
13' - 2"
13' - 2"
6" 6' - 0" f1 7' - 7" f2
1
1
SECTION DETAIL @ CONCRETE PLANTER METAL COVER FOR MECHNICAL SHAFT 1/2" = 1'-0" [SEE MECHANICAL DRAWINGS]
DN
48' - 0"
P.L. 97.00'
4' - 0"
10' - 11" 10'BACK - 0" back
TYP. CONCRETE SLAB ASSEMBLY AS PER PLAN [SSD]
OF RD
RD OF
6' - 5"
RD OF
11' - 1" 96' - 4"
5' - 9"
1 A813
f1
5' - 3" f2
6" f1
2.2
5
1/2" = 1'-0"
MIN. 60-MIL PVC SINGLE PLY MEMBRANE: SIKA SARNAFIL, S327 CLASS A COOL ROOF MEMBRANE,(WHITE) ICC-ESR #1157, [SEE A024]
184.75'
3 A872
OPEN TO BELOW
7
14' - 6"
THIRD LEVEL PLAN
[SEE LANDSCAPE DRAWINGS]
GRAVEL [SEE LANDSCAPE DRAWINGS]
4' - 2"
4' - 0" 14' - 1"
RD OF
SECTION DETAIL @ CONCRETE PLANTER DN
OF RD
6.2
9' - 6" f3 4' - 11"
10' - 5" back
10' - 11" BACK
6"
CONTINUOUS FILLET OF SEALANT AT HEAD OF WATERPROOFING REINFORCED CONCRETE WALL [SSD]
CONTINUOUS TREMCO 250GC WP OR SIMILAR SELF-ADHERED WP MEMBRANE
5
1/2" = 1'-0"
1 A814
1 A510
7" f2
7' - 6" f1
5757 VENICE BLVD. LOS ANGELES, CA. 9 t 323.424.7594 www.tighearchitecture
C.I.P. S.S REGLET
RD OF
SECTION DETAIL @ CONCRETE PLANTER
4' - 0"
15' - 5" 6' - 2" 3' - 2"
5
7' - 7" f2
6"
GROUND FLOOR PLANTER SCHEDULE 3 REINFORCED CONCRETE WALL [SSD] 1/8" = 1'-0"
2' - 0"
10' - 3"
RD OF
MIN. 60-MIL PVC SINGLE PLY MEMBRANE: SIKA SARNAFIL, S327 CLASS A COOL ROOF MEMBRANE,(WHITE) ICC-ESR #1157, [SEE A024]
4' - 11" f1
9' - 6" f3
RFI #038 03 / 04 / 2022
TYP. CONCRETE SLAB ASSEMBLY AS PER PLAN TYP 2 [SSD] A804
3
7' -
10' - 0" back
6"
f2
N
CANT STRIP
SLOPE 2%
4.2
f2
8' - 6" 7' - 7" f1
PROTECTION BOARD 2 A600
P.L. 99.97'
RD OF
"
10' - 0"
6"
PLAN CHECK 2ND SUBMITTAL 01 / 11 / 19
12
GRAVEL K.2 N [SEE LANDSCAPE DRAWINGS] 42" HT CONCRETE PLANTER 16' - 2" CANT STRIP
6' - 11"
TYP. CONCRETE SLAB ASSEMBLY AS PER PLAN [SSD]
1
2.2
-3
PLAN CHECK 5TH SUBMITTAL 10 / 01 / 19
6
SOIL FOR PLANTING [SEE LANDSCAPE DRAWINGS]
2 A510
SEE LANDSCAPE DRAWINGS
EL 3"
5'
10' - 0" back back
N
7' - 9"
f1
4' - 1" f2
GRAVEL PROTECTION BOARD [SEE LANDSCAPE DRAWINGS] CONTINUOUS TREMCO 250GC CANT WP ORSTRIP SIMILAR SELF-ADHERED 6" WP MEMBRANE
99' - 3" 10' - 10"
4' - 11" f1
3' - 6"
11' - 2"
C
5' - 1"
66" "
5' - 3" f2
3' - 6"
B
I
42" MIN.
2
A
G.2
TYP
SEE LANDSCAPE A863 DRAWINGS 6"
4' - 6"
1
PROTECTION BOARD SOIL FOR PLANTING [SEE LANDSCAPE DRAWINGS] CONTINUOUS TREMCO 250GC WP ORCONCRETE SIMILAR SELF-ADHERED K.2 42" HT PLANTER WP MEMBRANE [SEE LANDSCAPE DRAWINGS]
2 A500
F
f2
10' - 5" back
6" WALL THICKNESS
42" HT CONCRETE PLANTER A812 [SEE LANDSCAPE DRAWINGS]
6"
D
C
1"
4'
7' - 6" f1
6" f1
REVISIONS
2' - 0"
122"
SEE LANDSCAPE B A DRAWINGS
f2
5' - 3" f2
5757 VENIC LOS ANGE t 323.424.7 www.tighea 5757 VENIC LOS ANGE t 323.424.7 www.tighea
TYP
42" MIN.
2' - 11"
TYP. SOIL SECTION @ CONCRETE PLANTER FOR DETAIL PLANTING 1" = 1'-0" [SEE LANDSCAPE DRAWINGS]
P.L .99.94'
11' - 2"
6"
6"
"
10' - 5" back
ELEVATION 1/8" = 1' - 0"
2' - 0"
5' - 1"
TYP. WALL ASSEMBLY AS PER PLAN [SSD] 1
1 A816
-3
6"
2' - 0"
f1
GROUND LEVEL SOUTH ELEVATION
C
A815SLAB ASSEMBLY TYP. CONCRETE AS PER PLAN [SSD]
3' - 1"
6' - 8"
17' - 9"
7
1" = 1'-0"
7' - 6" f1
2
3' - 6"
DEX-O-TEX WEATHERWEAR ICC # ERS-1757 42' - 0"
EGRESS BALCONY
D
11
11' - 2"
12
"
10' - 0" back
GROUND LEVEL SOUTH ELEVATION
9
9' - 4"
11
TYP
8' - 6" f1
2' - 0"
11' - 0" 5' - 0"
5' - 0"
P.L. 97.00'
A610
CANT STRIP
UNIT 306 FF +174'-0" VINYL FLR CH 9' - 3" GYP.BD
3.04 UNIT 304 FF +174'-0" VINYL FLR CH 9' - 3" GYP.BD
10' - 0" back
6"
2' - 0"
8' - 6" 8' - 2"
P.L. 97.00'
8' - 6"
3.02 UNIT 302 FF +174'-0" VINYL FLR CH 9' - 3" GYP.BD
4' - 1" f2
[SEE LANDSCAPE DRAWINGS] 2
6
1" = 1'-0" 3.06
8' - 6" f1
7" 6" 10' - 5" f2 f1 back
7' -
PLAN CHECK 3RD SUBMITTAL 03 / 18 / 19
122" TYP. SECTION DETAIL @ CMU PLANTER
2 A863
TYP. SECTION DETAIL @ CONCRETE PLANTER
B GROUND LEVEL SOUTH ELEVATION
10' - 0" back
3' - 6"
15' - 5" 6' - 2" 3' - 2" 11' - 1"
96' - 4"
5' - 9" 14' - 6" 4' - 9" 9' - 4"
UP
10
6"
6
8.2
DN
2 A863
TYP. SECTION DETAIL @ CONCRETE PLANTER
5' - 2"
TYP. CONCRETE SLAB ASSEMBLY AS PER PLAN [SSD]
D
TYP. CONCRETE SLAB ASSEMBLY GRAVEL AS PER PLAN [SSD]
1" = 1'-0"
TYP. WALL ASSEMBLY AS PER PLAN [SSD]
TYP
TYP
7' -
GROUND LEVEL SOUTH ELEVATION
1" -1 f1
9
7
SOIL FOR PLANTING [SEE LANDSCAPE DRAWINGS]
TELECOM CLOSET 1 A805
5'
4'
1" = 1'-0"
3 A804
3" CONCRETE CURB [SSD] 8.2
@ CMU PLANTER
EGRESS BALCONY
-3
" -7 10' - 0"7' f2 back
1" -1
7
C
GROUND LEVEL SOUTH ELEVATION
A500 6.2 WP MEMBRANE TYP.26'CONCRETE SLAB ASSEMBLY - 4" 13' - 6" TYP. WALL ASSEMBLY AS AS PER PLAN [SSD] OPEN TO BELOW 42" HT CONCRETE PLANTER PER PLAN [SSD]
2' - 9"
[SEE LANDSCAPE DRAWINGS] 7
4" CMU BLOCK W/ DARK GREY GROUT TYP CANT STRIP
19' - 8" DEX-O-TEX WEATHERWEAR ICC # ERS-1757
CONTINUOUS TREMCO 250GC LIQUID WP OR SIMILAR SELF-ADHERED 1
T/R CHUTE
SEE LANDSCAPE 5' - 0" DRAWINGS
5' - 10"
BROADWAY 2225 BROADWAY SANTA MONICA, CA 90404
f1
7
3.01 UNIT 301 +174'-0" VINYL FLR 9' - 3" GYP.BD
FF CONTINUOUS TREMCO 250GC LIQUIDCH 1 WP OR SIMILAR SELF-ADHERED A813 WP MEMBRANE
GROUND LEVEL EAST ELEVATION
5
4'
1 A510
2" CMU CAP
4.2
PROTECTION BOARD
5'
4' - 1" f2
PLANf 1/8" = 1' - 0"
6" 10' - 0" back
f1
OPEN TO BELOW
1 A610
f1
1" -1
CANT STRIP TYP. WALL ASSEMBLY AS PER PLAN [SSD]
7' -
6" 10' - 5" back
4'
GRAVEL [SEE LANDSCAPE DRAWINGS]
UP
1" SMOOTH STL TROWELLED STUCCO PLASTER METAL FLASHING W/ DRIP EDGE
6.2
C
GROUND LEVEL SOUTH A ELEVATION
7' -
LOCATIONf1
6" 8' f1
DN
1 A814
RETE SLAB AS PER PLAN [SSD]
B
GROUND LEVEL SOUTH ELEVATION
SOIL FOR PLANTING CANT STRIP [SEE LANDSCAPE DRAWINGS] METAL FLASHING W/ DRIP3EDGE
4.2 5
GROUND LEVEL SOUTH ELEVATION #
GRAVEL 42" HT CONCRETE PLANTER [SEE LANDSCAPE DRAWINGS] 1" SMOOTH STL TROWELLED STUCCO PLASTER
4' - 0"
ASSEMBLY AN [SSD]
B
f2
10' - 5" 1" back4' f2
CH 9' - 3" GYP.BD
3
RETE SLAB TE [SSD][SSD] AS CURB PER PLAN
2.2
4'
3' - 4"
SEE LANDSCAPE DRAWINGS
" -1
3' - 4"
3.05 UNIT 305 FF +174'-0" VINYL FLR CH 9' - 3" GYP.BD
3.03 UNIT 303 (AFFORDABLE) FF +174'-0" VINYL FLR CH 9' - 3" GYP.BD
4' - 0"
4' - 0"
A804
2.2
A230
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
1
42" HT CONCRETE PLANTER [SEE LANDSCAPE DRAWINGS] CONTINUOUS TREMCO 250GC LIQUID WPPLANTING OR SIMILAR SELF-ADHERED SOIL FOR WP UNIT 307 [SEEMEMBRANE LANDSCAPE3.07 DRAWINGS] FF +174'-0" VINYL FLR
4' - 0"
10' - 3"
SEE LANDSCAPE DRAWINGS
A
CONTINUOUS TREMCO 250GC LIQUID WP OR SIMILAR SELF-ADHERED WP MEMBRANE TYP 2 PROTECTION BOARD
P.L. 99.97'
1
GROUND LEVEL EAST ELEVATION
6" 8' f1
US TREMCO 250GC LIQUID SHING W/ DRIP EDGE ILAR SELF-ADHERED ANE
CK W/ DARK PUT US TREMCO 250GC LIQUID P ILAR SELF-ADHERED ANE TE CURB [SSD] CK W/ DARK UT ASSEMBLY P [SSD] AN
1" = 1'-0"
SECOND LEVEL PLAN
PROTECTION BOARD
STL TROWELLED STUCCO PLASTER
@ CMU PLANTER
21' - 3"
2
3' - 6"
16' - 2"
A600 METAL FLASHING W/ DRIP EDGE
3' - 4"
6' - 11"
2 A510
3' - 6"
9' - 4"
1 A600
3' - 6"
9' - 10"
f2
12' - 2"
3' - 6"
7' - 9"
1
GROUND LEVEL EAST ELEVATION
6' - 2"
10' - 10"
1/8" = 1'-0"
A
N
5' - 1"
STL TROWELLED STUCCO PLASTER
SECOND LEVEL PLAN
N
10' - 0" back
K.2
1" SMOOTH STL TROWELLED STUCCO PLASTER
f2
J.2
6' - 2"
I 99' - 3"
f2
G.2
10' - 0" back
F
10' - 0" back
D
C
6" 8' f1
#
METAL FLASHING W/ DRIP EDGE B
A
2' - 0"
1" SMOOTH STL TROWELLED STUCCO PLASTER
SHING W/ DRIP EDGE
P
N
99' - 3" 5' - 1"
SECTION DETAIL @ PLANTER AND EXAHUST VENT
TYP. CONCRETE PLANTER
4
3/4" = 1'-0" SECTION DETAIL @ PLANTER AND EXAHUST VENT
1/8" = 1'-0"
1" = 1'-0" TYP. CONCRETE PLANTER
SOLAR ZONE
1
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 12 1
1
110°
4
ROOF PLAN
N
3/4" = 1'-0"
4
0° 27
3/4" = 1'-0"
SECTION DETAIL @ PLANTER AND EXAHUST VENT
A863
ROOF PLAN
1" = 1'-0"
TYP. CONCRETE PLANTER 1" = 1'-0"
1
A86
GROUND LEVEL 149' - 9"
ELEVATION 3/16" = 1'-0"
GROUND LEVEL 149' - 9"
ALUMINUM TUBE FRAME ELEVATION
6
EXPANDED ALUMINUM SCREEN ELEVATION
5
3/16" = 1'-0"
3/16" = 1'-0"
4
11 202' - 6"
ELEVATOR PENTHOUSE 202' - 6"
POINT 1
7' - 11"
ELEVATOR CORE
STAIR PENTHOUSE 194' - 7"
° 70
REVISIONS
PLAN CHECK SUBMI 9' - 10"
162°
POINT 2
190' - 1"
PLAN CHECK 2ND SU
STEEL STAND-OFF BRACKETS WITH NEOPRENE SPACERS BETWEEN STEEL FRAMING [SSD]
PLAN CHECK 3RD SU
18° ROOF PLAN 184' - 9"
PLAN CHECK 4TH SU
PLAN CHECK 5TH SU
20°
10' - 9"
UNDER CONSTRUCTION 6' - 1"
POINT 10
179' - 2"
RFI #038 03 / 04 / 202
NOTE: PROVIDE MOCK-UP FOR REVIEW APPROVAL FROM ARCHITECT PRIOR TO FABRICATION
° 72
174' - 0"
147°
POINT 3
2" X 2" STL TUBE FRAME [SSD]
10' - 9"
75 °
THIRD LEVEL 174' - 0"
15° DOUBLE LAYER EXPANDED METAL SCREEN, STAGGER PATTERNS
111 ° 75 °
SECOND LEVEL 163' - 3"
160' - 11"
POINT 4
36° 36°
POINT 5
ALUMINUM SIGNAGE
157' - 11"
13' - 6"
6' - 8"
SCREEN DET
A850 D
2
3' - 7"
ELEVATOR PENTHOUSE 202' - 6"
202' - 6"
POINT 12
POINT 11
23° 8' - 0"
2' - 0"
4' - 2"
10
9
8.2
DETAIL EAST ELEVATION B
6
1/4" = 1'-0"
1' - 3 1/4"
10' - 9"
6"
8' - 0"
9' - 3"
1' - 3 1/4"
27"
1' - 3"
4' - 6"
4' - 6"
43°
43°
10' - 9"
6"
3' - 6"
3' - 6"
119 °
2' - 4" 2' - 10"
PLAN CHECK 5TH SUBMITTAL 10 / 01 / 19
1' - 11"
2' - 9 1/4"
POINT H2
3' - 11 3/4"
4' - 2"
3 1/2" 4 1/4"
POINT G2
8.2
° 62
POINT F2
*NOTE: ALL DIMENSIONS ARE TO FINISH SURFACE.
7
3°
9
3' - 3"
7 ° LEVEL EAST ELEVATION PLAN DETAIL @ 93RD
9
8 A853
6 A853
7 A853
TYP 2 SK#004-1
2
NOTE: PROVIDE MOCK-UP FOR REVIEW APPROVAL FROM ARCHITECT PRIOR TO FABRICATION
208.1
4 A853 WINDOW MTL FIN [SEE SK #004 1-2]
TYP 2 SK#004-1
POINT G1
12 0°
208.3
6' - 7 3/4"
2' - 8"
208.2
3' - 4"
10 0°
208.1
POINT G1
2' - 6"
1 3/4" 1' - 10 1/4" 2' - 6 1/2"
1/4" 2' - 0 1/4"
87 °
SECOND LEVEL 163' - 3"
POINT F1 4' - 4"
3' - 3"
208.4
6' - 8 1/4"
POINT I1
8' - 0"
2' - 0"
4' - 2"
44' - 10 1/2"
N
111 ° 75 °
1 3/4" 6' - 8 1/4"
POINT 4
160' - 11" 12
POINT 5
157' - 11"
12
11
6' - 7 3/4"
11
2' - 8"
3' - 4"
10
19 1/2"
2' - 6"
10
22 1/4"
30 3/4"
9
2' - 0"
3' - 9 1/4"
8.2
9
4' - 3 1/4"
2' - 0" 8.2
4' - 2"
3 1/2" 4 1/4"
7
4 1/4" 3 1/2"
DOUBLE LAYER EXPANDED METAL SCREEN, STAGGER PATTERNS *NOTE: ALL DIMENSIONS FACETED WALL DETAILS ARE TO FINISH SURFACE.
7
*NOTE: ALL DIMENSIONS ARE TO FINISH SURFACE.
A853
ALUMINUM SIGNAGE DETAIL EAST ELEVATION B
6' - 8"
PLAN DETAIL C @ 2ND LEVEL EAST ELEVATION 1/4" = 1'-0"
1
1/4" = 1'-0"
9
SCR
° 60
GROUND LEVEL 149' - 9"
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 13
GROUND LEVEL 149' - 9"
SCREEN ELEVATION WEST
RFI #038 0
2" X 2" STL TUBE FRAME [SSD]
POINT F1 6"
POINT H1
PLAN CHE THIRD LEVEL 174' - 0"
7
5 A853
TYP 2 SK#004-1
PLAN CHE
4' - 6"
208.2
8.2
3' - 6"
174' - 0"
10
PLAN CHE
PLAN CHE
3' - 5 1/2"
2' - 0"
90 °
147°
POINT 3
75 °
3
PLAN CHE
BRACKETS WITH NEOPRENE SPACERS BETWEEN STEEL PLAN CHECK 4TH SUBMITTAL 05 / 31 / 19 FRAMING [SSD]
21' - 6"
22 1/4" 10"
49°
3' - 4"
POINT H1 2' - 3"
10"
13' - 6"
3' - 6"
6" 2"
13' - 6"
4"
24"
10
11
POINT I1
36°
157' - 11"
DETAIL AXONOMETRIC B @ EAST ELEVATION 5' - 6"
2' - 1 3/4"
° 81
SECOND LEVEL 163' - 3"
36°
POINT 6
4' - 4 3/4"
3°
158' - 4"
REVISION
PLAN CHECK 3RD SUBMITTAL 03 / 18 / 19 STAND-OFF STEEL
N
SECOND LEVEL 163' - 3"
POINT I1
3"
4' - 0"
POINT J
3°
° 106
111°
2' -
306.1
2' - 2 1/2" 6"
10' - 9"
THIRD LEVEL 174' - 0"
158' - 7"
87 °
POINT F2
1/4" = 1'-0"
15°
POINT 7
POINT G2
306.1
306.2
208.3
/2"
ROOF PLAN 184' - 9"
PLAN CHECK SUBMITTAL 09 / 17 / 18
208.4
/4" 63
POINT 8
11"
11
12
14°
1' - 6"
306.2 306.3
0"
10' - 9"
1 10
306.3
2° 10
'44
11 5°
3' - 3"
21' - 6"
2' - 3" 6" 3' - 6"
2' - 3"
3' - 6" 4' 14°
4' - 0 1/2"
POINT I2
12
*NOTE: ALL DIMENSIONS ARE TO FINISH SURFACE.
/4" 91
REVISIONS
N
6' - 1"
POINT 10
/4" 31
" -6
/2" 71
2' - 7 1/2"
4' - 6" 3' - 6"
10' - 9" 10' - 9"
3' - 6"
2"
WINDOW MTL FIN [SEE SK #004 1-2]
79 °
4 1/4" 3 1/2"
RFI #038 03 / 04 / 2022
20°
179' - 2"
4' - 1 3/4"
PLAN CHECK 2ND SUBMITTAL 01 / 11 / 19
306.4
306.4
ELEVATOR CORE
4' - 0"
° 93
4'
4"
160' - 10" POINT 9
4
3/16" = 1'-0"
7
7 3' - 2 3/4"
2' - 9 3/4" 4 A853
TYP 2 4° SK#004-1 6
° 60
1'
2'
POINT G1
2'
8" 4'
51 /4"
5'
POINT H1
'19
EXPANDED ALUMINUM SCREEN ELEVATION
4 A853
1' - 11"
3°
2' -
27 1/4 " 51 /4"
51 /4"
22 1/4 "
SECOND LEVEL 163' - 3"
4
8.2 5 A853
10" 2' - 0"
1' - 10 1/4"
5 A853
TYP 2 SK#004-1
POINT J
18°
THIRD LEVEL 174' - 0"
3"
6 A853
7 A853
3' - 48.2 1/4"
2' - 0"
° 66
POINT I2
3°
4"
POINT I2
° 72
POINT J
3"
2' -
POINT F1
POINT H2
27 1/4 " 2' -
4' -
8 A853
POINT H2
N
ROOF PLAN 184' - 9"
190' - 1"
9 2' - 1 3/4"
4' - 4 3/4"
3°
6' - 1"
2' -
2' -
27 1/4 2' -5 " 1/4 "
POINT 2
162°
3"
° 65
TYP 2 SK#004-1
93 °
4"
9' - 10"
2' -
9 6 A853
7 A853
4'10- 0"
11"
40°
27 1/4 "
51 /4"
3°
THIRD LEVEL 174' - 0"
1/4" = 1'-0"
4' - 6 1/2"
4' - 0 1/2"
11 6°
7' - 11"
ROOF PLAN 184' - 9"
2' - 3 1/4"
4' -
3' - 6"
1"
10 8 A853
4' - 6"
2' -
POINT F2
51 /4"
146°
51 /4"
DETAIL SECTION E
5
1/4" = 1'-0"
1° 10
9' - 10"
27 1/4 "
POINT G2
2' -
DETAIL SECTION F
° 93
51 /4"
3°
2' -
POINT 10
19' - 9"
2' - 3 1/4" 6"
11
2'11 - 7 1/2"
° 70
2' -
179' - 2" 27 1/4 "
2' - 11"
BROAD 2225 B SANTA
*NOTE: ALL DIMENSIONS ARE TO FINISH SURFACE.
6
1/4" = 1'-0"
0' - 5"
POINT 5 BROADWAY 2225 BROADWAY SANTA MONICA, CA 90404 9' - 7" 0' - 5"
POINT 6
56"
3°
12
12
STAIR PENTHOUSE 194' - 7"
20°
2' -
DETAIL SECTION G
5
3/16" = 1'-0"
9' - 7"
POINT 4
7 1/4"
4' - 4"
POINT 1
6"
7' - 11"
POINT 11
ROOF PLAN 184' - 9"
4' - 0 3/4"
202' - 6"
ELEVATOR PENTHOUSE 202' - 6"
160°
193' - 9"
6"
2' - 4" 2' - 2"
3' - 6"
0' - 8"
DETAIL SECTION H ALUMINUM TUBE FRAME ELEVATION 7
8
1/4" = 1'-0"
POINT 12
STAIR PENTHOUSE 194' - 7"
1' - 0 3/4"
° 97 POINT 8
11
8"
202' - 6"
3' - 7 1/4"
147°
GROUND LEVEL 149' - 9"
DETAIL SECTION J
9
1/4" = 1'-0"
11 ELEVATOR PENTHOUSE 202' - 6"
27"
10' - 9"
1' - 3"
43° 4' - 6"
7 GROUND LEVEL 149' - 9"
3/16" = 1'-0"
27"
27"
5' - 2"
3' - 6"
1' - 9" 27"
1' - 3" 8' - 0"
*NOTE: ALL DIMENSIONS ARE TO FINISH SURFACE.
STEEL STANDFOFF BRACKETS ELEVATION
2 1/2"
POINT 9
1° 10 POINT 7
6' - 10" 56"
56"
10 9°
11
4' - 6"
9' - 3"
7' - 0"
4' - 6" 3' - 6"
6"
1' - 3 1/4"
44' - 10 1/2"
12 GROUND LEVEL 149' - 9"
6"
5' - 7"
6" 18"
6" 27" 6" 27"
3' - 6"
4 1/4" 3 1/2"
1' - 10 1/4"
8' - 4"
2' - 0 1/4"
17°
90 ° 1/4"
1 3/4" 1' - 10 1/4" 2' - 6 1/2"
3' - 4 3/4"
7"
6°
1° 10
8' - 4"
2' - 6"
3' - 4"
11' - 3"
2' - 8"
1' - 3" 8' - 0"
6" 21" 4' - 11 3/4"
4' - 2"
4' - 6" 3' - 6"
6' - 7 3/4"
1' - 6 1/4"
7° 10
SECOND LEVEL 163' - 3"
6"
11' - 3"
6' - 8 1/4"
23°
4' - 6 1/2" 3' - 5 1/2" 2' - 2 1/2" 6"
3°
21' - 6"
49°
0' - 9"
10' - 9" 0' - 9" 5' - 11" 4' - 2" 2' - 3"
10 9°
POINT F1
2' - 3"
POINT 3
3° 11
POINT G1
3' - 1 3/4"
1' - 11"
SECOND LEVEL 163' - 3" 2 3/4"
1° 11
2 1/2"
° 96
° 83
° 60
POINT H1
POINT I1
1° 11
60
° 96
1' - 0 1/2"
0' - 5"
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 ° www.tighearchitecture.com 67
2" °
° 227
° 11 16°
1° 2" 11
225°
1° 10
1' - 4 1/2" 2' - 3"
15 1/4"
137°
1"
2' - 9"
13 3/4"
2' - 3"
2"
° 227
SECOND LEVEL 163' - 3"
1' - 6"
1° 10
THIRD LEVEL 174' - 0"
° 227
208.1
1° 11
° 227
208.2
° 133
208.3
10 3/4" 2' - 3"
° 227
° 93
208.4
THIRD LEVEL 174' - 0"
6° 11
6" 1' - 11"
225°
POINT F2
79 °
2' - 3"
° 100
POINT G2
° 62
2 1/2"
11' - 7"
POINT 10
135°
POINT H2
° 81
SECOND LEVEL 163' - 3"
2 3/4"
THIRD LEVEL 174' - 0"
2' - 3"
225°
306.1
° 66
POINT J
40°
POINT I2
306.2
135°
2"
5757 V LOS A t 323.4 www.ti
N 2' - 3"
135°
306.3
135°
N
2' - 3"
2' - 3"
225°
306.4
THIRD LEVEL 174' - 0"
ROOF PLAN 184' - 9"
N
2' - 3"
ROOF PLAN 184' - 9"
° 93
79 °
N
N
4 1/4" 3 1/2"
6"
4' - 1 3/4"
1' - 3"
ROOF PLAN 184' - 9"
4' - 0"
27"
3' - 2 3/4"
10' - 9"
2' - 9 3/4"
225°
° 64
9' - 0"
7 4 A853
1' - 11"
9' - 3"
8.2 5 A853
10" 2' - 0"
1' - 10 1/4"
5' - 11"
3' - 4 1/4"
2' - 3 1/4" 6"
2' - 0"
3°
2' - 1 3/4"
2' - 3"
9 6 A853
7 A853 4' - 4 3/4"
14°
225°
° 65
4' - 0"
POINT 2
5' - 4"
9' - 10"
9' - 10"
10 8 A853
11"
4' - 0 1/2"
° 67
80°
14°
1
4' - 6"
STAIR PENTHOUSE 194' - 7"
POINT 1
3° 11
11 ROOF PLAN 184' - 9" 2' - 7 1/2"
5"
° 03
EXPLODED 1AXONOMETRIC
STAIR PENTHOUSE 194' - 7"
12
D
6' - 5"
3' - 7"
23°
7' - 11"
7' - 11"
3' - 7"
° 77
3/16" = 1'-0"
3' - 7"
7' - 11"
5' - 4"
ELEVATOR PENTHOUSE 202' - 6"
16°
3' - 7"
16°
3' - 7"
7' - 11"
3' - 7"
STAIR PENTHOUSE 194' - 7"
PLAN 84' - 9"
LEVEL 63' - 3"
3' - 7"
SCREEN ELEVATION EAST
3
LEVEL 74' - 0"
D 5' - 4"
0' - 10"
GROUND LEVEL 149' - 9"
ELEVATOR PENTHOUSE 202' - 6"
SCREEN ELEVATION EAST
EXPLODED AXONOMETRIC
A
EXPECTED CONSTRUCTION COMPLETION TIMELINE: SUMMER 2022
U ND E R CO N S TR U CTI O N
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 14
2225 SANTA MONICA / YALE
LOCATION: SANTA MONICA, CA
FIRM: PATRICK TIGHE ARCHITECTURE PROJECT ROLE: PROJECT DIRECTOR / DESIGNER PROGRAM: MIXED-USE APARTMENT BUILDING SIZE: 50 UNITS - 130,000 SQFT. PROJECT STATUS: UNDER CONSTRUCTION (TO BE COMPLETED - SUMMER 2022)
YALE MIXED-USE PROJECT IS LOCATED IN THE CITY OF SANTA MONICA. THIS WILL HOUSE 50 APARTMENTS INCLUDING AFFORDABLE UNITS WHICH SIT ATOP 12,000 SQFT OF COMMERCIAL SPACE AT GRADE LEVEL. THE SIMPLICITY OF THE BUILDING SHOWS IN THE FORM, IN THE RHYTHM OF THE OPENINGS, AND ITS QUALITY MATERIAL PALETTE, WHICH IS A COMBINATION OF METALS AND CONCRETE. TO BREAK UP THE MASS AND THE SCALE, AN OPENING/ CUT IS PROVIDED, INTRODUCING GREENERY, WHICH CONNECTS THE RESIDENTIAL COURTYARD TO THE STREET. THE BUILDING IS SET BACK FROM THE STREET (AT GRADE) ALLOWING FOR AN ENHANCED PEDESTRIAN EXPERIENCE, AND TO COUNTER THE SIMPLICITY AND BALANCE, A SERIES OF THIN AND ROUND COLUMNS ARE LOCATED IN THE GROUND LEVEL. THESE GENERATE AN ORDERED RHYTHM AND START TO BECOME PLAYFUL AND ECCENTRIC AS THEY APPROACH THE CORNER OF SANTA MONICA AND YALE. PROJECT RESPONSIBILITIES: - AS THE PROJECT DESIGNER DEVELOPED COMPLETE FEASIBILITY STUDIES, SD, DD, CD SETS & INTERIOR DESIGN PACKAGE - PRESENTED THE PROJECT TO CITY OF SANTA MONICA ARB. - PROJECT DIRECTOR DURING CD PHASE. - CURRENTLY PROJECT DIRECTOR DURING CONSTRUCTION ADMIN. CLIENT LA TERRA DEVELOPMENT, LLC COLLABORATORS RELM LANDSCAPE eSQUARED LIGHTING CORE STRUCTURE DKE ENGINEERING TIGHE TEAM MEMBERS KERVIN LAU - PROJECT DIRECTOR ANTONIO FOLLO ANDREINA PEPE FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 15
19
18
16.2
1' - 2"
36' - 11"
15.2
13
5' - 8"
12
15' - 4"
19' - 4"
11
5' - 5"
31' - 7"
6.2 5' - 8"
5 7' - 0"
4 12' - 6"
3 11' - 6"
2.2 5' - 8"
2 A610
1.2 4' - 6"
1 A610
6' - 1"
5' - 5" 15' - 1"
9' - 9"
PARAPET 214' - 2"
3' - 6"
POOL DECK 213' - 10"
7.2
27' - 11"
2 A620
5' - 6"
SOLAR TRELLIS 220' - 5" STAIRWAY PENTHOUSE 219' - 8"
9.2
193' - 9"
9' - 1"
1 A620
ELEVATOR PENTHOUSE 225' - 9"
THIRD LEVEL 199' - 4"
OPEN TO BEYOND
SIGN
14' - 9"
SECOND LEVEL 188' - 10"
5757 VENICE BLVD. LOS ANGELES, CA. 900 t 323.424.7594 www.tighearchitecture.co
10' - 6"
36' - 0" (36'-0" MAX. HT ALLOWED PER SMMC) 45' - 9" (85' - 0" MAX HT PER BLDG CODE)
ROOF LEVEL 209' - 10"
10' - 6"
0' - 10"
ROOF LEVEL FINISH FLOOR 210' - 8"
SIGN
SIGN
SIGN
SIGN
YALE ST
EXISTING TWO STORY COMMERCIAL BUILDING
PL
PL
A.N.G 174' - 8"
10' - 3"
GROUND LEVEL 174' - 1"
20' - 10"
SMB / YALE MIXED USE 2822 SANTA MONICA BLVD SANTA MONICA, CA 90404
10' - 0"
PARKING LEVEL 1 163' - 10"
16' - 0"
PARKING LEVEL 2 153' - 10"
31' - 0"
12' - 0"
19' - 4"
9' - 1"
25' - 3"
1' - 2"
16' - 0"
31' - 0"
12' - 6"
11' - 6"
10' - 2"
192' - 7"
19
18
17.1
14.1
13
12
11
10.1
8.1
5
4
3
NORTH ELEVATION 1/8" = 1'-0" M
L.2
J.2
I.2
H.2
G.2
F.2
E
D.2
C.2
Z
1.1
1
A
145' - 4" 3' - 2"
33' - 4"
5' - 7"
19' - 7"
9' - 11"
5' - 5"
PLAN CHECK SUBMITTAL 11 / 21 / 2
PLAN CHECK 2ND SUBMITTAL 03/22
DAYLIGHT PLANE 10' - 2"
10' - 6"
2 A600
6' - 1"
5' - 5"
PLAN CHECK 3RD SUBMITTAL 06/21
OPEN TO BEYOND
PLAN CHECK 4TH SUBMITTAL 10/22
45°
PLAN CHECK 5TH SUBMITTAL 11/25 PLAN REVISION 03 / 10 / 2022 OPEN TO BEYOND
25' - 0"
45' - 9"
1' - 6"
DD 100% 09/17/2018
10' - 6"
(85' - 0" MAX HT PER BLDG CODE)
36' - 0" (36'-0" MAX. HT ALLOWED PER SMMC)
ROOF LEVEL 209' - 10"
24' - 8"
11' - 0"
0' - 10"
ROOF LEVEL FINISH FLOOR 210' - 8"
SECOND LEVEL 188' - 10"
12' - 5"
REVISIONS
3' - 6"
POOL DECK 213' - 10"
THIRD LEVEL 199' - 4"
6' - 1"
5' - 6"
9' - 9"
15' - 1"
SOLAR TRELLIS 220' - 5"
PARAPET 214' - 2"
19' - 4"
1 A600
ELEVATOR PENTHOUSE 225' - 9"
STAIRWAY PENTHOUSE 219' - 8"
9' - 9"
11' - 0" REAR YARD SETBACK
SIGN
SIGN
ALLEY
SANTA MONICA BLVD
14' - 9"
A.N.G 174' - 8"
PL 7' - 6"
PL 3' - 6" 1' - 10"
PARKING LEVEL 1 163' - 10"
20' - 10"
10' - 3"
GROUND LEVEL 174' - 1"
10' - 0"
ELEVATIONS
A500
PARKING LEVEL 2 153' - 10"
16' - 0"
M
28' - 0"
K.1
14' - 0"
I.1
25' - 2" 143' - 10"
H.1
17' - 6"
28' - 8"
16' - 0" 1' - 6"
F.1
E
B.1
Z
A
EAST ELEVATION 1/8" = 1'-0"
2
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 16
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
18" 20' - 1"
1.1
3
TYP 10 A860 10' - 0"
1' - 1"
RESIDENTIAL LOUNGE ELEVATION 5 1/4" =8.11'-0"
4
4
10.1
11
12' - 6"
31' - 0"
16' - 0"
25' - 3"
12"
2 A600
17' - 4"
18' - 0"
CONCRETE DRIVEWAY AISLE
28' - 5" 20' - 0"
8' - 0"
3' - 4"
6' - 6"
P.L. 146.01'
CONCRETE COLUMN [SSD] 7' - 4"
7' - 4"
7' - 4"
12' - 1"
EV STATION (SEE A027)
FIRE ALARM PANEL [UNDER SEPERATE PERMIT
0.06 MECHANICAL RM 2 FF EL. +153'-10" CONC. CH 9' - 1" CONCRETE
18' - 1"
REVISIONS
7' - 10"
ALIGN
18' - 0"
DD 100% 09/17/2018
107.2
Ad112.2
107.3
8' - 0"
8' - 0"
3' - 4"
(22' MIN. DRIVEWAY RESIDENTIAL AISLE)
9' - 7" 15' - 0"
4
5
8.1
10.1
11
12
13
14.1
17.1
18
19
10' - 0"
11' - 6"
12' - 6"
31' - 0"
16' - 0"
25' - 3"
9' - 1"
19' - 4"
BFC C CMU GYP HDWD MP1 MP3 MP4 MP5 P1 SC ST1 ST2 ST3 ST4 WP
TYP.
SMB / YALE MIXED USE 282213" SANTA MONICA BLVD 8' - 6" SANTA MONICA, CA 90404
GROUND LEVEL RESIDENTIAL LOBBY 1/8" = 1'-0"
1
2 A600
DN
UP
CAST IN PLACE BOARD FORM CONCRETE CONCRETE STACKED CMU BONDWALL GYPSUM BOARD HARDWOOD FLOORING CORRUGATED METAL PANEL / SNOWDRIFT WHITE - KYNAR FINISH BLACK METAL SIDING PANEL FLAT METAL PANEL FLAT METAL / SNOWDRIFT WHITE - KYNAR FINISH FRP FIBERGLASS VAN ACCESSIBLE STEEL COLUMN SMOOTH STL TROWELLED STUCCO - WHITE SMOOTH STL TROWELLED STUCCO - DARK GRAY SMOOTH STL TROWELLED STUCCO - ORANGE SMOOTH STL TROWELLED STUCCO - GREEN 1/2" PLYWOOD W/ BIRCH VEENER
2 A610
2
1
17' - 4"
B.1
28' - 8" 107.4
107.1
107.2
107.3
3 A863
CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR
GROUND LEVEL RESIDENTIAL LOBBY 1/8" = 1'-0"
1
18' - 0" 6' - 11"
CONCRETE DRIVEWAY RAMP
4"
PROCELAIN TILE
18' - 0"
13' - 4"
SLOPE 20%
RESIDENTIAL PARKING
CAST IN PLACE BOARD FORM CONCRETE CONCRETE STACKED CMU BONDWALL GYPSUM BOARD HARDWOOD FLOORING CORRUGATED METAL PANEL / SNOWDRIFT WHITE - KYNAR FINISH BLACK METAL SIDING PANEL FLAT METAL PANEL FLAT METAL / SNOWDRIFT WHITE - KYNAR FINISH FRP FIBERGLASS STEEL COLUMN SMOOTH STL TROWELLED STUCCO - WHITE SMOOTH STL TROWELLED STUCCO - DARK GRAY K.1 SMOOTH STL TROWELLED STUCCO - ORANGE SMOOTH STL TROWELLED STUCCO - GREEN 1/2" PLYWOOD W/ BIRCH VEENER
INTERIOR ELEVATIONS
WIRE MESH SOFFIT SECTION 10 1" = 1'-0"
163' - 10"
CONCRETE COLUMN PLAN A710 1/2" = 1'-0" 13"
163' - 10"
8
3' - 0"
I.1
15' - 0"
5' - 0" 5' - 8"
0.14 STORAGE RM 10 FF EL. +163'-10" CONC. CH 9'-4" CONCRETE
15' - 4"
M
1 A811
5
8.1
3"
S 1.2
1.1
2.2
2"
3
4
5
6.2
A
N
7.2
10.1
T
A
11
M
8.1
9.2
O
N
I
C
10.1
12
13
A
B
11
L
V
5' - 8"
11' - 6"
12' - 6"
7' - 0"
5' - 8"
18' - 4"
13' - 3"
2' - 8"
25' - 3"
12
13
9' - 1"
2 A610
14.1 12' - 0"
TYP.
1" MIN.
2 A600
175' - 0"
1" SMOOTH STL TROWELLED INTEGRAL COLOR STUCCO PLASTER
WIRE MESH SOFFIT SECTION 10 1" = 1'-0"
CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR FLUSH
3/8" PORCELAIN TILE
THIN SET MORTAR BED
TYP STUCCO WEEP SCREED DETAIL 3" = 1'-0"
3.8%
42' - 0"
60' - 2"
50' - 1"
T.
9' - 8"
S
7' - 6" 5"
4.9%
4.2%
3
28' - 5"
7' - 6"
7' - 6"
CERAMIC TILE BASE
EXPOSED CONCRETE
N
T
A
M
O
4.5%
N
I
1 A510
MAILBOX RM 15' - 5"
PLAN CHECK 3RD SUBMITTAL 06/21/20
9' - 10"
K.1
21' - 2"
3' - 6"
1 A811
TYP.
2' - 6"
PLAN CHECK 4TH SUBMITTAL 10/22/20
1.07 COWORKING SPACE FF EL. +174'-6" CONCRETE CH 10'-0" GYP BD
TYP CERAMIC TILE BASEBOARD DETAIL 3" = 1'-0"
3 5757 VENICESK#002-1 BLVD. LOS ANGELES, CA. 90019 C A P L. S O t 323.424.7594 11 12 13 www.tighearchitecture.com
12' - 4"
11' - 0"
5' - 4"
8' - 6"
3
I.2
PLAN CHECK 9' - 3" 2ND SUBMITTAL 03/22/20
175' - 10"
3 OCC. LOAD 174' - 6"
174' - 6"
TRANSFORMER PAD OPEN TO ABOVE
I.1
J.2
174' - 6"
12' - 10"
20' - 6"
7' - 6"
A
5 6.2 7.2 8.1 9.2 10.1 TYP RUBBER BASEBOARD DETAIL 4 3" = 1'-0"
TYP. P.L. 195.08'
175' - 10"
12' - 0"
PLAN CHECK 5TH SUBMITTAL 11/25/20
12' - 4"
PLAN REVISION 03 / 10 / 2022 L.2
2
3 A863
M
15' - 0"
1 A812
DD 100% 09/17/2018
PLAN CHECK SUBMITTAL 11 / 21 / 2018
20' - 7"
UP
7' - 6"
1.10 ELECTRICAL ROOM FF EL. +174'-1" CONCRETE CH 13'-9" CONCRETE
5' - 4"
12' - 7"
174' - 1"
TELECOM CLOSET
8' - 0"
6' - 4"
28' - 1"
2' - 4"
5' - 11"
7' - 6"
173' - 6"
DN
H.2
H.1
REVISIONS 17' - 1"
4.6%
1.09 CONFERENCE / SS RM FF EL. +174'-6" CONCRETE CH 10'-0" GYP BD
INLAY CONCRETE TILE
55' - 8"
ASSEMBLY PER
7' - 7"
8' - 6"
7' - 7"
1.11 RESIDENTIAL LOUNGE EL. +174'-1" CONCRETE 10'-0" GYP BD 58 OCC. LOAD
TILE
2 A500
4.5%
SEALANT OVER BACKING ROD FF INLAY CH CONCRETE AT BASE OF GYP BD
PLAN [SSD]
175' - 10"
UP
4' - 6"
173' -FLEXIBLE 6" 31' - 0"
M OCCUPANCY 1,892 SQFT / 60 = 32 OCC. LOAD 176' - 1"
TYP. FLOOR ASSEMBLY AS PER PLAN [SSD]
3.6%
12' X 30' LOADING SPACE 30' - 0"
1.06 RETAIL 3 FF EL. + 176'-1" CONCRETE CH 11'-9" CONCRETE
2 RISERS @ 6"
12' - 0"
5' - 5"
174' - 10"
UP 174' - 1"
TYP. WALL ASSEMBLY AS PER 174' - 1" PLAN [SSD]
1.12 TRASH / RECYCLE RM FF EL. +173'-6" CONC. CH 14'-4" CONCRETE TYP. FLOOR
F.2
G.2
73' - 2"
5/8" TYPE X GYP BD 174' - 1"
F.1
5/8" TYPE X GYP BD
FLEXIBLE SEALANT OVER BACKING ROD AT BASE OF GYP BD
S
4
176' - 11"
176' - 6"
COURTYARD OPEN TO ABOVE
1/4" RESILIENT RUBBER BASE BOARD
15' - 0"
2.2
P.L. 146.03'
7' - 6"
4' - 6"
4.9%
6' - 0"
174' - 1"
4.7%
15' - 6"
3.5% SLOPE
37' - 0"
35' - 10"
45' - 4" 5' - 6"
6' - 10"
7' - 6"
7' - 6"
14' - 4" 5' - 7"
175' - 4"
TYP. WALL ASSEMBLY AS PER PLAN [SSD]
3%
E
7' - 6"
U
T 14.1
H 15.2
16.2
17.1
18
19
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 17
5/8" TYPE X DENSGLASS
CONTINUOUS SELF-ADHERED
1.1
D.2
9' - 9"
40' - 8"
TEXTURED CONCRETE [SEE LANDSCAPE DWGS]
22' - 6"
SMB / YALE MIXED USE 2822 SANTA MONICA BLVD SANTA MONICA, CA 90404
3
5' - 4"
174' - 1"
1.13 LOADING SPACE FF EL. +173'-1" CONC. CH 14'-9" CONCRETE
A-2 OCCUPANCY 2,186 SQFT / 15 = 146 OCC. LOAD
31' - 11"
7' - 6"
175' - 9"
4' - 0"
19 OCC. LOAD
6
12' - 4"
97 °
1.2
1" SMOOTH STL TROWELLED INTEGRAL COLOR STUCCO PLASTER
A-2 OCCUPANCY 1,564 SQFT / 15 = 104 OCC. LOAD
3.9%
11' - 0" (10' - 0" MIN REAR YARD SETBACK)
8
TYP STUCCO WEEP SCREED DETAIL 3" = 1'-0"
175' - 8"
1.14 FITNESS CENTER FF EL. +174'-4" RUBBER FLR CH 13'-9" CONCRETE
79 °
M
FIRE-RATED PLYWOOD [SSD] 3/4"
20' - 6"
L.2
CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR
5/8" TYPE X DENSGLASS FIRE-RATED PLYWOOD [SSD]
4" X 3" GA GI FLASHING TYP FLOOR ASSEMBLY AS PER PLAN [SSD]
CONCRETE COLUMN PLAN 1/2" = 1'-0"
2.4%
LOADING SPACE BACK UP
1" MIN.
7 42" MIN.
CONCRETE COLUMN DETAIL 3" = 1'-0"
173' - 1"
10' - 0"
K.1
TYP WALL ASSEMBLY AS PER PLAN [SSD]
1 1/2" METAL TRACK
1 1/2" METAL STUDS 8" O.C
STUCCO WEEP SCREED
8' - 0"
175' - 4"
EXPOSED CONCRETE CONCRETE SLAB (SSD)
17' - 8"
12' - 10"
3X3 WIRE MESH
10' - 0"
3' - 2"
1" MAX.
3"
1" MAX.
3"
1 1/2" METAL TRACK
7 A860
EWAY
1" SMOOTH STL TROWELLED STUCCO PLASTER INTEGRAL COLOR 24"
EXPOSED CONCRETE
20%
173' - 1"
DRIV CONCRETE
1 1/2" METAL STUDS 8" O.C
8' - 6"
C.2
1.05 RESTAURANT 1 FF EL. + 176'-11" CONCRETE CH 10'-11" CONCRETE
2 RISERS @ 4 1/2"
11"
3" REVEAL (SSD)
14' - 9"
22' - 6"
1' - 11"
I.2
J.2
M OCCUPANCY 1,014 SQFT / 60 = 17 OCC. LOAD
14' - 1"
5/8" DEPRESSION IN CONCRETE TO ACCOMMODATE 7' - 6" 7' - 6" PORCELAIN TILE INLAY 7' - 6"
3/4" 39' - 4"
P.L. 146.01'
2 A510
I.1
ANSITION FROM 2HR TO 1HR WALL 15 3" = 1'-0"
16' - 8"
174' - 1"
PORCELAIN INLAY TILE DETAIL 3" = 1'-0" 10%
H.1
4"
4 H.2
9
5' - 0"
WIRE MESH SOFFIT PLAN 1" = 1'-0"
145' - 4" 9' - 11"
TYP RUBBER BASEBOARD DETAIL 3" = 1'-0"
PLYWOOD (SSD)
ON 10 0"
9' - 9"
176' - 11"
1.04 RESTAURANT 2 FF EL. + 176'-6" CONCRETE CH 11'-4" CONCRETE
1 A813
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
1 A600
A SMB / YALE MIXED USE 2822 SANTA MONICAZ BLVD SANTA MONICA, CA 90404
CONCRETE PATTERN (SEE LANDSCAPE DRAWINGS)
6' - 0"
1' - 10"
G.2
8
3' - 8"
CONCRETE COLUMN PLAN 1/2" = 1'-0"
1 A815
1' - 2"
1 A620
10' - 1"
174' - 1"
TYP
14' - 0"
CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR
14' - 10"
1
36' - 0"
7' - 3"
9' - 9"
F.2
15' - 10"
174' - 6"
20' - 2"
F.1
15' - 10"
7' - 6"
40' - 0"
1" SMOOTH STL TROWELLED STUCCO PLASTER INTEGRAL COLOR 1 1/2" OVER METALMETAL TRACKLATH
3X3 WIRE MESH
8' - 8"
17' - 6"
5/8"3X3 TYPE X GYP. WIRE MESHBOARD
22' - 1"
176' - 6"
COMMERCIAL ENTRY
4' - 7"
M OCCUPANCY 3,414 SQFT / 60 = 57 OCC. LOAD
4"
TYP. FLOOR ASSEMBLY PER PLAN [SSD]
19
176' - 3"
THIN SET MORTAR BED
26' - 6"
E
24"
3/8" PORCELAIN TILE
UP
6' - 1"
D.2
FLEXIBLE SEALANT OVER BACKING ROD AT BASE OF GYP BD
18
TYP.
1
1.02 RETAIL 2 FF EL. +175'-9" CONCRETE CH 12'-1" CONCRETE
1.01 RETAIL 1 FF EL. +174'-6" CONCRETE CH 13'-4" CONCRETE
12' - 5"
TYP. WALL ASSEMBLY AS PER PLAN [SSD]
3' - 4"
4" X 3" GA GI FLASHING
23' - 3" 174' - 6"
174' - 4"
FLUSH
1/4" RESILIENT RUBBER BASE BOARD
1 1/2" METAL STUDS 8" O.C
175' - 9"
64' - 0"
48' - 4"
27' - 11" 7' - 5"
C.2
3/4" REVEAL
17.1
B.1
8' - 6"
4' - 11"
1" SMOOTH STL TROWELLED STUCCO PLASTER INTEGRAL COLOR OVER METAL LATH
11"
34' - 3"
5/8" TYPE X GYP BD
19
DN
10' - 2"
B.1
3X3 WIRE MESH
18
PARKING LEVEL 1 3/32" = 1'-0"
16.2
12' - 4"
CONCRETE SIDEWALK (SEE LANDSCAPE DWGS)
6' - 11"
TYP. CORRIDOR WALL AS PER PLAN
17.1
A810 TYP FLOOR ASSEMBLY AS PER PLAN [SSD] 2' - 11" 5' - 4"
4.9% SLOPE
5' - 4"
7
174' - 6"
3"
5' - 0"
1' - 6" 14' - 6"
2X LAYERS OF 5/8" TYPE X GYP. BOARD
1 SK#010-3
1 SK#012
CONCRETE COLUMN DETAIL 3" = 1'-0" 8' - 8"
Z
M
TYP WALL ASSEMBLY AS PER PLAN [SSD]
P.L. 195.01'
A
1 1/2" METAL STUDS 8" O.C
15.2
STUCCO WEEP5' SCREED - 8"
19' - 4"
2 A620
1 A500 14' - 0"
1 A814
PLYWOOD (SSD)
5' - 5"
TYP.
14.1
14' - 0"
3"
1 A610
1 1/2" METAL TRACK
5' - 0"
1" SMOOTH STL TROWELLED STUCCO PLASTER INTEGRAL COLOR
D.
193' - 9" 4' - 4"
5/8" DENSGLASS
5' - 5"
OPEN TO ABOVE
1 A510
3" REVEAL (SSD)
ORRIDOR CASED OPENING DETAIL 14 3" = 1'-0"
5' - 7"
VAN ACCESSIBLE
8' - 6"
P.L. 195.08' TYP. TYP. 1 1 A812 A812
4
4
UP
DN
TRANSFORMER ABOVE
PLYWOOD (SSD)
3
STORAGE RM 11
TYP RUBBER BASEBOARD DETAIL 3" = 1'-0"
17' - 0"
1.1
5757 VENICE BLVD. LOS ANGELES, CA. 9001 t 323.424.7594 K.1 www.tighearchitecture.com
STORAGE RM 12
0.15 STORAGE RM 9 FF EL. +163'-10" CONC. CH 9'-4" CONCRETE 10' - 0"
10' - 6"
16' - 0"
EXPOSED CONCRETE
100.2
1" SMOOTH STL TROWELLED STUCCO PLASTER INTEGRAL COLOR OVER METAL LATH
BFC C CMU GYP HDWD MP1 MP3 MP4 MP5 P1 SC ST1 ST2 ST3 ST4 WP
H.1
9' - 7"
174' - 6"
100.1
22' - 0" (22' MIN. DRIVEWAY RESIDENTIAL AISLE)
15' - 0"
3
4
100.7
5/8" TYPE X GYP. BOARD
15' - 0"
2 A500
TYP. FLOOR ASSEMBLY PER PLAN [SSD]
6' - 6"
EXIT STAIR #1
A711
0.16 DAS ROOM FF EL. +163'-10" CONC. CH 9'-4" CONCRETE 7' - 10"
10' - 0"
5
1' - 0"
22' - 0"
10
11
TYP. WALL ASSEMBLY AS PER PLAN [SSD] FLEXIBLE SEALANT OVER BACKING ROD AT BASE OF GYP BD
PROCELAIN TILE 20' - 0" 13"
1 1/2" METAL TRACK
F.1
1/4" RESILIENT RUBBER BASE BOARD
18' - 1"
I.1
COWORKING SPACE 2
(22' MIN. DRIVEWAY RESIDENTIAL AISLE)
A711
13' - 3"
P.L. 146.01'
145' - 4"
14' - 0"
3X3 WIRE MESH
8
0.21 STORAGE RM 13 FF EL. +163'-10" CONC. CH 9'-4" CONCRETE
7' - 3"
12
d111.1
24"
10' - 1"
MAILBOX RM
UP
BATHROOM
18' - 0"
14
15
109.2
DN
9' - 0"
4' - 6"
23' - 4"
A711
d109.1 100.6
12' - 0"
5/8" TYPE X GYP BD
0.17 MECHANICAL RM 1 FF EL. +163'-10" CONC. CH 9'-4" CONCRETE
10' - 6"
10' - 1"
RESIDENTIAL GATE
14' - 4"
EVCS (SEE A027)
EXPOSED 16 CONCRETE
100.5
7
A711
0.19 RES. BIKE RM 2 FF EL. +163'-10" CONC. CH 9'-4" CONCRETE
18' - 0"
A713
TILE
BATHROOM
9
5' - 0"
8
9
7' - 0"
INLAY CONCRETE TILE [SEE 6/A860]
2 A510
18' - 0"
VAN ACCESSIBLE
LOCKERS
15' - 11"
109.1
6
13
8
PROCELAIN TILE
0.18 COMM. BIKE RM FF EL. +163'-10" CONC. CH 9'-4" CONCRETE
PLAN REVISION 03 / 10 / 2022
28' - 0"
12' - 0"
MANAGER OFFICE EXPOSED CONCRETE
CONFERENCE / SS RM
BATHROOM 9
TILE A713
RESIDENTIAL LOUNGE EXPOSED CONCRETE
9' - 11"
14' - 6"
111.4 ALIGN
42" 24"
12' - 0"
4
H.1
d110.1 S1.11 4' - 6"
5
48"
INLAY CONCRETE TILE [SEE 6/A860]
A710
MIN.
7' - 0"
ALIGN
6
1 1/2" METAL STUDS 8" O.C
S1.1
4.5%
3' - 8"
d112.3
TYP
S1.1
d107.1
4.6%
STUCCO CASED OPENING d112.2
17' - 1"
175' - 10"
1 RISER @ 7" 1 TREAD @ 11" UP
UP
1
1 A815
SLOPE 10%
1 RISER @ 7" 1 TREAD @ 11" 2 A710
PLAN CHECK 5TH SUBMITTAL 11/25/2019
1 A600
25' - 2"
WIRE MESH SOFFIT [SEE 9/A860]
8' - 7"
TYP. CORRIDOR WALL AS PER PLAN
PLAN CHECK 4TH SUBMITTAL 10/22/2019
3' - 0"
PLAN CHECK 3RD SUBMITTAL 06/21/2019
2
25' - 0" (25' MIN. DRIVEWAY COMMERCIAL AISLE)
E
5' - 4"
PLAN CHECK 2ND SUBMITTAL 03/22/2019
F.1
RESIDENTIAL LOBBY 1/4" = 1'-0"
24" DIA. CONCRETE COLUMNS [SSD] [SEE 5/A860 FOR ARCH DETAILS]
15' - 0"
19' - 0"
SLOPE 20%
PLAN CHECK SUBMITTAL 11 / 21 / 2018
COMMERCIAL PARKING
VAN ACCESSIBLE
CONCRETE DRIVEWAY AISLE
CONCRETE DRIVEWAY RAMP
DD 100% 09/17/2018
17' - 6"
SLOPE 10%
REVISIONS
5' - 0"
FIRE ALARM PANEL [UNDER SEPERATE PERMIT
PLYWOOD (SSD) 12" DIA. CONCRETE COLUMNS [SSD]
18' - 0"
E
CONCRETE COLUMN [SSD] 7' - 4"
7' - 4"
7' - 4"
7' - 4"
7' - 4"
8' - 4"
8' - 4"
BFC
25' - 0" (22' MIN. DRIVEWAY RESIDENTIAL AISLE)
Z
0.11 FUTURE GREASE TRAP 1 FF EL. +163'-10" CONC. CH 9'-4" CONCRETE
163' - 10"
15' - 0"
TYP.
A
VAN ACCESSIBLE
CONCRETE DRIVEWAY AISLE
20' - 0"
5/8" TYPE X GYP BD
ELEVATOR 3500 LBS MITSUBISHI DIAMOND TRAC
1
1' - 2"
1 A620 1 A810
24" DIA. CONCRETE COLUMN [SSD]
BFC
14' - 10"
P.L. 195.01'
13"
WALL MOUNTED LIGHT TO ALIGN [SEE LIGHTING DRAWINGS]
BFC
31' - 0"
A710
3
6' - 6"
ADDRESS NUMBER [UNDER SEPERATE PERMIT]
BFC
12' - 0"
A500ELEVATIONS A620 INTERIOR
WIRE MESH SOFFIT [SEE 9/A860]
COURTYARD BEYOND
21' - 10"
22' - 0"
18' - 0"
3
1 A814
Z
3 A863
RESIDENTIAL LOBBY 1/4" = 1'-0" 8' - 0"
EV STATION (SEE A027)
EV STATION (SEE A027)
1.1
E
107.1
B.1
8' - 0"
5 A860
19
L
100.2
61' - 10" 8' - 0"
18
1 A610
107.4
28' - 5"
8' - 0"
17.1
ST1
3
110' - 11"
8' - 0"
14.1
A
A711
174' - 1"
4' - 7"
13
Y
24' - 11"
12
193' - 7"
S1.13
100.1
174' - 10" 4.5%
3' - 4"
11
1' - 1"
EXPOSED CONCRETE d112.3
4.7%
0' - 6"
10.1
4
100.7
175' - 10"
5' - 0"
8.1
P.L. 146.03'
9' - 0"
GRAPHIC WALL APPLIED PRINTED GRAPHIC OVER PREFARMED SMOOTH STUCCO WALL
OPEN TO BEYOND
5
25' - 0"
11' - 10"
9' - 10"
S1.11
5
11
4
29' - 8"
10 A711 ST1
3
PARKING LEVEL 2 3/32" = 1'-0"
109.2
COWORKING SPACE 2
d111.1
1 A510
1.1
4
174' - 6"
GYP
d110.1
TYP
CONCRETE SIDEWALK
12
RESIDENTIAL LOUNGE ELEVATION 1/4" = 1'-0"
8
17' - 4"
UP
GYP
7
A711
14
10 A860
MAILBOX RM
EXIT STAIR #1 BFC
5
15
19' - 8"
100.6 DN
9
A711
9' - 5"
16
d109.1
9' - 5"
13
EXPOSED RESIDENTIAL LOUNGE ELEVATION CONCRETE 1/4" = 1'-0"
100.5
15' - 0"
INLAY CONCRETE TILE [SEE 6/A860]
6
20' - 1"
A713
TILE
9' - 5"
8
10' - 1"
BATHROOM 9
24' - 11"
8
9
M 3' - 8"
TYP.
1 A811
16' - 0"
18"
A713
13" VENICE BLVD. 5757 LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
P.L. 195.08'
TYP.
(25' MIN. DRIVEWAY COMMERCIAL AISLE)
TILE
BATHROOM
8' - 0"
1 A812
109.1 4" MDF BASEBOARD
K.1
OPEN TO ABOVE
8' - 6"
21' - 0"
PENDANT LIGHT FIXTURE [SEE LIGHTING DRAWINGS]
GYP
STORAGE RM 3
EVCS (SEE A027)
55' - 8"
13"
M
RESIDENTIAL LOUNGE
111.4
OFFICE EXPOSED CONCRETE
CONFERENCE / SS RM 4" MDF BASEBOARD
4. SEE STOREFRONT SCHEDULE ON SHEETS A900 FOR MORE INFORMATION.
EVCS (SEE A027)
30" 3/4" 24" 111.4
30" 15' - 8"
24" CLEARANCE MANAGER FOR DISHWASHER [SEE DISHWASHER SPEC]
3. SEE LIGHTING DRAWINGS ON SHEETS LT200 - LT300 FOR MORE INFORMATION.
18' - 0"
30"
4' - 6"
S1.1
d110.1
36" REFRIGERATOR [SEE REF SPEC]
UP
2. SEE WINDOW SCHEDULE ON SHEETS A920 FOR MORE INFORMATION
S1.1
d107.1
1/2" PLYWOOD PANEL W/ BIRCH VEENER [PROVIDE SAMPLE FOR APPROVAL] LED LINEAR LIGHT FIXTURE [SEE LIGHTING DRAWINGS]
4.6%
S1.11
12' - 0"
GYP
WP
4.5%
5' - 7"
GYP
3/4"
7' - 0"
48"
24"
12' - 0"
2' - 2"
EXPOSED CONCRETE
WIRE MESH SOFFIT [SEE 10/A860]
MIN.
EXIT SIGN [SEE ELECTRICAL PLANS]
35 3/4" 3/4"
ALIGN
42"
ALIGN INLAY CONCRETE TILE [SEE 6/A860]
ADDRESS NUMBER [UNDER SEPERATE PERMIT]
3' - 10"
7' - 0"
5
TV @ 54" AFF
11' - 0"
STORAGE RM 4
1. SEE DOOR K.1 SCHEDULE ON SHEETS A910 - A912 FOR MORE INFORMATION
17' - 1"
175' - 10"
PENDANT LIGHT FIXTURE [SEE LIGHTING DRAWINGS]
12"
18"
20' - 0"
12' - 0"
RESIDENTIAL LOUNGE
SOFFIT W/ RECESSED LED STRIP LIGHT (SEE LIGHTING DRAWINGS)
13' - 9"
4
A710
GYP
1 RISER @ 7" 1 TREAD @ 11" UP
1' - 6"
6
1" STUCCO REGLET REVEAL
NOTES:
TYP
WP
24"
d112.3
6
2 A817
7' - 10"
10' - 0"
SMOKED MIRROR
PLANTER [SEE 4/L6.01]
4" MDF BASEBOARD
RESIDENTIAL LOUNGE ELEVATION 1/4" = 1'-0"
18"
5' - 8"
PLAN CHECK 5TH SUBMITTAL 11/25/2019
153' - 10"
16' - 0"
24 3/4"
14' - 6"
1
WP
30"
10' - 0"
WP
UP
CH 9' - 1" CONCRETE
PLAN REVISION 03 / 10 / 2022
8' - 7"
30"
34" MAX
d112.2
2
A710
36"
30 1/4"
2' - 2"
5"
37"
STUCCO EXPANSION JOINT PENDANT LIGHT FIXTURE [SEE LIGHTING DRAWINGS]
100.9
8" 7" 1 RISER @ 1 TREAD @ 11"
14' - 4"
18"
2
WIRE MESH SOFFIT 5' - 8" [SEE 9/A860]
9' - 11"
3' - 4"
3' - 9"
8"
3' - 8"
O D
GYP
WIRE MESH SOFFIT [SEE 9/A860]
ST1
ST1
I.1
0.05 ELEV CTRL RM 1
CHECK 3RD SUBMITTAL 06/21/2019 FF EL. +153'-10" CONC.
PLAN CHECK 4TH SUBMITTAL 10/22/2019
RESIDENTIAL LOBBY 1/4" = 1'-0"
0.10 STORAGE RM 1 FF EL. +153'-10" CONC. CH 9' - 1" CONCRETE
24" DIA. CONCRETE COLUMNS [SSD] [SEE 5/A860 FOR ARCH DETAILS]
10' - 2"
3' - 0"
9' - 11"
54' - 8"
28' - 0"
12" DIA. CONCRETE COLUMNS [SSD]
ELEVATOR 3500 LBS MITSUBISHI 15' - 8" DIAMOND TRAC
10' - 5"
14' - 6"
9' - 6" 7' - 7"
H.1
PROCELAIN TILE
PLAN CHECK 2ND SUBMITTAL 03/22/2019 153' -PLAN 10"
2 A500
5' - 7"
PLAN CHECK SUBMITTAL 11 / 21 / 2018 I.1
13"
F.1
18' - 1" 4' - 0"
14' - 0"
2 A510
E
13' - 1"
7' - 4"
7' - 4"
8' - 4"
8' - 4"
BFC H.1
18' - 0"
7' - 3"
16' - 6"
0.08 RES. BIKE RM 2 FF EL. +153'-10" CONC. CH 9' - 1" CONCRETE
24" DIA. CONCRETE COLUMN [SSD] WALL MOUNTED LIGHT TO ALIGN [SEE LIGHTING DRAWINGS]
BFC
BFC
BFC
ADDRESS NUMBER [UNDER SEPERATE PERMIT]
25' - 0" (22' MIN. DRIVEWAY RESIDENTIAL AISLE)
0.07 ELEV CTRL RM 2 FF EL. +153'-10" CONC. CH 9' - 1" CONCRETE
18' - 0"
COURTYARD BEYOND
WIRE MESH SOFFIT [SEE 9/A860]
TYP
1 A815
1 A600
25' - 2"
145' - 4"
F.1
15' - 0"
ELEVATOR PIT
16' - 6"
9' - 5"
8' - 0"
0.09 STORAGE RM 7 FF EL. +153'-10" CONC. CH 9' - 1" CONCRETE
4' - 1"
5 A860
8' - 0"
3
RESIDENTIAL PARKING
153' - 10"
19' - 0"
8' - 0"
18' - 0"
5' - 0"
8' - 0"
25' - 0" (22' MIN. DRIVEWAY RESIDENTIAL AISLE)
RESIDENTIAL LOBBY 1/4" = 1'-0"
SLOPE 20%
8' - 0"
17' - 6"
8' - 0"
CONCRETE DRIVEWAY RAMP
5' - 1"
E
61' - 10"
15' - 0"
7' - 11"
110' - 11"
6' - 10"
4' - 7"
27' - 8"
24' - 11"
CONCRETE DRIVEWAY AISLE
3' - 4"
SLOPE 10%
' - 6"
SMB / YALE MIXED USE 2822 SANTA MONICA BLVD SANTA MONICA, CA 90404
P.L. 146.03'
25' - 2"
28' - 8"
174' - 1"
29' - 8"
d112.2 13"
4.5%
Z
0.01 STORAGE RM 6 FF EL. +156'-0" CONC. CH 9' - 1" CONCRETE
B.1
S1.13
d112.3
174' - 10"
TYP.
P.L. 195.01'
UP
175' - 10" 4.7%
1' - 2"
CONCRETE DRIVEWAY AISLE
B.1
19
14' - 10"
1 A620
A
14' - 6"
GRAPHIC WALL APPLIED PRINTED GRAPHIC OVER PREFARMED SMOOTH STUCCO WALL
OPEN TO BEYOND
9' - 0"
S1.11
d110.1
18
31' - 0"
1 A810
ST1
15' - 0"
11' - 10"
Z
GYP
17.1
12' - 0"
TYP.
8' - 6"
13' - 9"
A
18' - 0"
1 A814
ST1 1' - 6"
GYP
14.1
19' - 4"
2 A620
1 A500
3' - 0"
5' - 7"
3' - 10"
GYP
13
9' - 1"
2 A610
1 A610
GYP
12
193' - 7" 11' - 6"
17' - 4"
5
WIRE MESH SOFFIT [SEE 10/A860]
EXIT SIGN [SEE ELECTRICAL PLANS]
2' - 4"
RESIDENTIAL LOUNGE ELEVATION 1/4" = 1'-0"
6
ADDRESS NUMBER [UNDER SEPERATE PERMIT]
(22' MIN. DRIVEWAY RESIDENTIAL AISLE)
RESIDENTIAL LOUNGE ELEVATION 1/4" = 1'-0"
2' - 0"
3/4" 24"
9' - 11"
30"
55' - 8"
24' - 10"
30" 15' - 8"
CONCRETE DRIVEWAY AISLE
30"
15' - 4"
3/4"
15' - 4"
35 3/4" 3/4"
3' - 0"
18" 20' - 0"
4" MDF BASEBOARD
4" MDF BASEBOARD
5' - 7"
1" STUCCO REGLET REVEAL
111.4
24" CLEARANCE FOR DISHWASHER [SEE DISHWASHER SPEC]
PENDANT LIGHT FIXTURE [SEE LIGHTING DRAWINGS]
GYP
3' - 6"
4" MDF BASEBOARD
RESIDENTIAL LOUNGE
36" REFRIGERATOR [SEE REF SPEC]
34" MAX
PLANTER [SEE 4/L6.01]
WP
7' - 10"
10' - 0"
SMOKED MIRROR
6' - 11"
WP
10' - 0"
WP
24"
100.9
WP
36"
PENDANT LIGHT FIXTURE [SEE LIGHTING DRAWINGS]
4. SEE STOREFRONT SCHEDULE ON SHEETS A900 FOR MORE INFORMATION.
1/2" PLYWOOD PANEL W/ BIRCH VEENER [PROVIDE SAMPLE FOR APPROVAL] LED LINEAR LIGHT FIXTURE [SEE LIGHTING DRAWINGS]
STUCCO EXPANSION JOINT
GROUND LEVEL 3/32" = 1'-0"
1
1.2
2.2
3
4
5
6.2
7.2
9.2
11
12
13
15.2
16.2
18
19
193' - 9" 11"
4' - 6"
5' - 8"
11' - 6"
12' - 6"
7' - 0"
5' - 8"
31' - 7"
27' - 11"
1 A610
9' - 1"
2 A610
1 A814
19' - 4"
15' - 4"
5' - 8"
36' - 11"
2 A620
1 A500
1' - 2"
1 A620
TYP.
TYP.
1 A810 P.L. 195.01'
2.16 UNIT 216 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
2 A600
2.17 UNIT 217 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
6' - 0"
6' - 0"
6' - 0"
8' - 0"
6' - 0"
6' - 0"
OPEN TO BELOW
8' - 4"
24' - 8"
Z
A
1 SK#012
6' - 0"
1' - 6"
A
Z
2.18 UNIT 218 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
22' - 9"
DN
2.21 UNIT 221 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
E
2.20 UNIT 220 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD 7' - 6"
P.L. 146.03'
5' - 6" 4' - 6"
31' - 4"
SMB / YALE MIXED USE 2822 SANTA MONICA BLVD SANTA MONICA, CA 90404
F.2
2.22 UNIT 222 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
2.23 UNIT 223 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
TYP
7' - 6"
2.11 UNIT 211 FF EL. +188' - 10"CONCRETE CH 9' - 0" GYP BD TYP 1 A805
4' - 6"
4' - 4"
2.09 UNIT 209 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
2.25 UNIT 225 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
36' - 3"
OPEN TO BELOW
2.08 UNIT 208 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
2 A430
5' - 0" 5' - 2" TELECOM CLOSET 8' - 2"
1 HR CORRIDOR
19' - 7"
2 A510
G.2
5' - 6"
2.10 UNIT 210 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
H.2
40' - 10"
1 A815
5' - 0"
OPEN AREA
7' - 5"
4' - 4"
EXPOSED CONCRETE
1 A600
1 HR CORRIDOR
35' - 6"
5' - 6"
P.L. 146.01'
145' - 4"
31' - 8"
2 TEXTURED A863 CONCRETE (SLD FOR COLOR FINISH)
1 HR CORRIDOR
5' - 1"
31' - 0"
2.12 UNIT 212 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
10' - 3"
2 A500
2.24 UNIT 224 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
EXPOSED CONCRETE
19' - 4"
4' - 1"
9' - 11"
G.2
10' - 4"
11"
9' - 9"
F.2
5' - 0"
1 A863
D.2
1 HR CORRIDOR 36' - 8"
EXPOSED CONCRETE
5' - 0"
31' - 0"
2.13 UNIT 213 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
10' - 7"
6' - 1"
1 HR CORRIDOR 37' - 3"
5' - 0"
E
C.2 188' - 10"
5' - 2"
UP
D.2
5' - 2"
12' - 5"
22' - 7"
C.2
2.19 UNIT 219 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
TYP
1 A863
3" TOPPING SLAB EXPOSED CONCRETE
2.15 UNIT 215 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
2.14 UNIT 214 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
H.2
7' - 6"
5' - 0"
J.2
36' - 8" EXPOSED CONCRETE
1 HR CORRIDOR
31' - 8"
25' - 3"
EXPOSED CONCRETE
9' - 9"
5' - 0"
4' - 9"
22' - 9"
4' - 11"
5' - 7"
14' - 8"
10' - 3"
10' - 1"
188' - 10" 7"
I.2
15' - 3"
I.2
OPEN TO BELOW
26' - 5"
4' - 10"
J.2 TRASH CLOSET
4' - 0"
REVISIONS DD 100% 09/17/2018
2.02 UNIT 202 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
OPEN TO BELOW
8' - 6"
10' - 11"
PLAN CHECK SUBMITTAL 11 / 21 / 2018
2.01 UNIT 201 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
UP
PLAN CHECK 2ND SUBMITTAL 03/22/2019 PLAN CHECK 3RD SUBMITTAL 06/21/2019 PLAN CHECK 4TH SUBMITTAL 10/22/2019
4' - 0"
5' - 0"
7' - 0"
7' - 0"
2.03 UNIT 203 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD.
L.2 PLAN CHECK 5TH SUBMITTAL 11/25/2019
3' - 2"
L.2
7' - 0"
7' - 0"
2.07 UNIT 207 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
2.04 UNIT 204 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
2.05 UNIT 205 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
7' - 0"
33' - 4"
DN
2.06 UNIT 206 FF EL. +188' - 10" CONCRETE CH 9' - 0" GYP BD
M
TYP
3 A804
TYP.
1 A812
P.L. 195.08'
M
EXPOSED POUR-IN-PLACE TYP. 1 REINFORCED CONCRETE FLOOR A811 SLAB [SSD]
14' - 0"
7"
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR SLAB [SSD]
PLAN REVISION 03 / 10 / 2022
TYP
1 A804
1 A510
1.2
2.2
3
4
5
6.2
7.2
9.2
11
12
1.2
2.2
3
4
5
6.2
7.2
9.2
11
12
13
15.2
16.2
18
19
SECOND LEVEL PLAN 3/32" = 1'-0" 13
15.2
5' - 8"
11' - 6"
12' - 6"
7' - 0"
5' - 8"
31' - 7"
27' - 11"
9' - 1"
2 A610
1 A610
19' - 4"
15' - 4"
1 A810
N
6' - 0"
CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR
6' - 0"
6' - 0"
3.16 UNIT 316 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
3.17 UNIT 317 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
OPEN TO BELOW
8' - 6"
Z
1" SMOOTH STL TROWELLED 3.19 UNIT 319 STUCCO PLASTER FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
3.18 UNIT 318 FF EL. +199 - 4" VINYL FLR CH 9'-0" GYP BD
STUCCO REGLET
5' - 0"
D.2 6' - 1"
5' - 2"
DEX-O-TEX WEATHERWEAR ICC # ERS-1757
1 HR CORRIDOR
1 HR CORRIDOR
3.21 UNIT 321 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD 4' - 6"
E
2 A440 OPEN TO ABOVE
5' - 6"
3.25 UNIT 325 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
4' - 6"
19' - 7"
3.08 UNIT 308 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
TELECOM CLOSET
4"
10' - 3"
OPEN TO ABOVE
4"
J.2
SOIL FOR PLANTING [SEE LANDSCAPE DRAWINGS]
H.2
CONTINUOUS TREMCO 250GC LIQUID WP OR SIMILAR SELF-ADHERED WP MEMBRANE
FINAL POUR @ COLUMN - 9" TO BE 4" CIRCLE ALL AROUND11'COLUMN DEX-O-TEX [SEE 5/A850] OPEN TO BELOW WEATHERWEAR
10' - 3"
199' - 4"
10' - 1"
1 HR CORRIDOR
OPEN TO BELOW
DEX-O-TEX WEATHERWEAR ICC # ERS-1757
4' - 11"
5' - 7"
I.2
2 A500
7' - 6"
5' - 0"
9' - 9"
3.09 UNIT 309 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
METAL PLANTER [SEE LANDSCAPE DRAWINGS]
8' - 2"
4' - 4"
2 A510
6 A850
G.2
HSS STL COLUMN [SSD] 3.24 UNIT 324 AS PER PLAN FF EL. +199 - 4" VINYL FLR - 0" GYP& BDA502] CH 9'A501 [SEE SHEET
H.2
ICC # ERS-1757
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE TOPPING SLAB [SSD]
I.2
J.2
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE TOPPING SLAB [SSD]
4' - 10"
TRASH CLOSET
HSS STL COLUMN [SSD] AS PER PLAN [SEE SHEET A501 & A502]
33' - 4"
REVISIONS
3.05 UNIT 305 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
3.04 UNIT 304 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
3.03 UNIT 303 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
3.02 UNIT 302 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
DN
DD 100% 09/17/2018
5' - 3"
SELF-ADHERED WATERPROOF MEMBRANE
UP
3.06 UNIT 306 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
3.07 UNIT 307 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
PLAN CHECK SUBMITTAL 11 / 21 / 2018
3.01 UNIT 301 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
7' - 0"
OPEN TO BELOW.
PLAN CHECK 3RD SUBMITTAL 06/21/2019
3 A804
TYP
1 A812
TYP.
10' - 11"
PLAN CHECK 4TH SUBMITTAL 10/22/2019
L.2
8' - 6"
GALV. STL SUPPORT POST AS PER LANDSCAPE
PLAN CHECK 5TH SUBMITTAL 11/25/2019
3' - 2"
M
SELF-ADHERED WATERPROOF MEMBRANE
PLAN CHECK 2ND SUBMITTAL 03/22/2019
STRUCTURAL FOAM [SSD] L.2
M
14' - 0"
P.L. 195.08'
1 A811
TYP.
4
SMB / YALE MIXED USE 2822 SANTA MONICA BLVD SANTA MONICA, CA 90404
F.2
9' - 6"
3.10 UNIT 310 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
24' - 4"
OPEN TO BELOW 3.11 UNIT 311 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD TYP 1 A805
7' - 6"
3.23 UNIT 323 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
4' - 6"
4' - 4"
TOP DETAIL @ ANGLED COLUMN 3" = 1'-0"
7
1 HR CORRIDOR
OPEN TO BELOW
P.L. 146.01'
9' - 9"
TYP
9' - 11"
1 A815
3.22 UNIT 322 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
5' - 6"
F.2
1 A600
TOP DETAIL @ VERTICAL COLUMN 3" = 1'-0" P.L. 146.03'
5' - 6"
3.12 UNIT 312 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
4' - 11"
DEX-O-TEX WEATHERWEAR ICC # ERS-1757
19' - 4"
31' - 8"
3.13 UNIT 313 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
4' - 4"
1" SMOOTH STL TROWELLED STUCCO PLASTER
HSS STL COLUMN [SSD] AS PER PLAN [SEE SHEET A501 & A502]
D.2
5' - 0"
5' - 0"
3"
3" REVEAL AROUND COLUMN
7' - 6"
3.20 UNIT 320 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
E
METAL LATH 3"
STUCCO REGLET C.2
HSS STL COLUMN [SSD] 10' - 4" AS PER PLAN [SEE SHEET A501 & A502]
TYP
5' - 2"
1 A816
6' - 6"
12' - 5"
DN
CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR
A230 5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
3" REVEAL AROUND COLUMN
145' - 4"
5/8" TYPE X DENSGLASS SECOND LEVEL PLAN
METAL LATH
C.2
UP
METAL STUD FRAMING (SSD])
5/8" TYPE X DENSGLASS
22' - 8"
39' - 0"
3.15 UNIT 315 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
3.14 UNIT 314 FF EL. +199 - 4" VINYL FLR CH 9' - 0" GYP BD
2 A600
6' - 0"
6' - 0"
6' - 0"
1' - 6" 24' - 8"
TYP.
A
Z
G.2
STL GUSSET PLATE [SSD]
METAL STUD FRAMING [SSD]
P.L. 195.01'
A
1' - 2"
1 A620
2 A620
1 A500
7"
1 A814
TYP.
EMBEDDED STL TOP PLATE [SSD]
1
19
7"
4' - 6"
18
EMBEDDED STL TOP PLATE [SSD] 5' - 8" 36' - 11"
193' - 9" 11"
16.2
1 A804
PLAN REVISION 03 / 10 / 2022
TYP
7"
1 A510
1.2
2.2
3
4
5
6.2
7.2
1.2
2.2
3
4
5
6.2
7.2
9.2
11
12
13
15.2
16.2
SELF-ADHERED WATERPROOF MEMBRANE
18
19
THIRD LEVEL PLAN 3/32" = 1'-0"
1
STRUCTURAL FOAM [SSD]
9.2
11
12
13
15.2
5' - 8"
11' - 6"
12' - 6"
7' - 0"
5' - 8"
31' - 7"
27' - 11"
1 A610
9' - 1"
2 A610 1 A814
19' - 4"
15' - 4"
18
EMBEDDED STL BOTTOM PLATE W/ HEADED [SSD] 36' STUDS - 11"
193' - 9" 0' - 11" 4' - 6"
16.2
5' - 8"
SELF-ADHERED WATERPROOF MEMBRANE
19
1' - 2"
1 A620
1 A500
TYP.
1 A810
N
TYP.
STRUCTURAL CONCRETE SLAB [SSD]
1' - 6"
A 81' - 10"
86' - 3"
MECHANICAL
OF RD
RD OF
RD OF
MIN 60-MIL PVC SINGLE PLY MEMBRANE: SIKA SARNAFIL, S327 CLASS A COOL ROOF MEMBRANE, ICC-ESR #1157 [SEE A026]
RD OF
RD OF
C.2
OF RD
72' - 3"
54' - 6"
BOTTOM DETAIL @ ANGLED COLUMN 3" = 1'-0"
209' - 10"
5' - 0"
6' - 6"
6' - 1"
5' - 0"
D.2 2 RISERS @ 5" 1 TREAD @ 11"
6
23' - 4"
ROOF DECK A-3 OCCUPANCY 223 OCC. LOAD 46' - 5"
H.2
RD OF
SOLAR AREA (SEE SHEET A302)
41' - 5"
66' - 5"
3 A850
2 FINAL CONCRETE POUR-IN-PLACE @ COLUMN A500 TO BE 4" CIRCLE ALL AROUND COLUMN
RD OF
H.2
PLANTING [SEE LANDSCAPE DRAWINGS]
OF RD
4' - 0"
RD OF
SPA (UNDER SEPERATE PERMIT) 12' - 0"
12' - 0"
PAVER ON PEDESTAL SYSTEM (SEE LANDSCAPE DWGS)
RD OF
SYNTHETIC TURF (SEE LANDSCAPE DWGS)
I.2
J.2
REVISIONS
RD OF
DD 100% 09/17/2018
5' - 0"
PLAN CHECK SUBMITTAL 11 / 21 / 2018 PLAN CHECK 2ND SUBMITTAL 03/22/2019 PLAN CHECK 3RD SUBMITTAL 06/21/2019
209' - 10" OF RD
OF RD
OPEN TO BELOW
4"
4 A873
PLAN CHECK 4TH SUBMITTAL 10/22/2019
L.2
8' - 6"
PLAN CHECK 5TH SUBMITTAL 11/25/2019
3' - 2"
AS PER PLAN
3 A804
TYP
1 A812
TYP.
HSS STL COLUMN [SSD] AS PER PLAN [SEE SHEET A501 & A502]
DN
SPA EQUIPMENT PAD (UNDER SEPERATE PERMIT)
111' - 9"
4"
OPEN TO BELOW
5' - 0"
RD OF
20' - 2"
14' - 6" RD OF
CENTRAL HOT WATER SYSTEM PAD (SEE PLUMBING DRAWINGS)
MECHANICAL
8.1%
HSS STL COLUMN [SSD] 8.1% AS PER PLAN [SEE SHEET213'A501 & A502] - 10"
210' - 8"
RD OF
SOLAR AREA (SEE SHEET A302)
20' - 1"
RD OF
MIN 60-MIL PVC SINGLE PLY MEMBRANE: SIKA SARNAFIL, S327 CLASS A COOL ROOF MEMBRANE, ICC-ESR #1157 (SEE A026)
22' - 0"
28' - 4"
28' - 4"
33' - 4"
OF RD
MECHANICAL
FOR DIMENSIONS
1 PAVER ON PEDESTAL SYSTEM A872 [SEE LANDSCAPE DRAWINGS
6' - 3"
5' - 7"
TYP
19' - 9"
21' - 6"
2 A844
OPEN TO BELOW
14' - 4"
OPEN TO BELOW
RD OF
M
METAL PLANTER [SEE LANDSCAPE PLANTER]
G.2 3 A872
BBQ AREA
RD OF
SMB / YALE MIXED USE 2822 SANTA MONICA BLVD SANTA MONICA, CA 90404
F.2
OF RD
FUTURE GREASE DUCT EXHAUST EQUIPMENT PAD
19' - 7"
5' - 0"
I.2
J.2
L.2
OF RD
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE TOPPING SLAB AS PER PLAN
MECHANICAL
OPEN TO BELOW
92' - 11"
2 A510
RD OF
OF RD
TYP
58' - 3"
OPEN TO BELOW
2 A844
1 A813
MIN 60-MIL PVC SINGLE PLY MEMBRANE: SIKA SARNAFIL, S327 CLASS A COOL ROOF MEMBRANE, ICC-ESR #1157 [SEE A026]
TYP
OF RD
OPEN TO BELOW
OPEN TO BELOW
1 A815
P.L. 146.01'
1 A600 9' - 11"
145' - 4"
9' - 9"
F.2
58' - 4"
MIN 60-MIL PVC SINGLE PLY MEMBRANE: SIKA SARNAFIL, S327 CLASS A COOL ROOF MEMBRANE, ICC-ESR #1157 [SEE A026]
OF RD
OF RD
3
210' - 8"
RD OF
7' - 11"
P.L. 146.03'
31' - 4"
19' - 4"
78' - 4"
E
PAVER ON PEDESTAL SYSTEM (SEE LANDSCAPE DWGS)
OPEN TO BELOW
BOTTOM DETAIL @ ANGLED COLUMN 3" = 1'-0"
D.2
OF RD
E
STRUCTURAL CONCRETE SLAB [SSD]
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
30' - 11"
RD OF
OPEN TO BELOW
SEE LANDSCAPE DRAWINGS
DN
38' - 1"
38' - 3"
MIN 60-MIL PVC SINGLE PLY MEMBRANE: SIKA SARNAFIL, S327 CLASS A COOL ROOF MEMBRANE, ICC-ESR #1157 [SEE A026]
C.2 12' - 5"
SOLAR AREA (SEE SHEET A302)
SOLAR AREA (SEE SHEET A302)
MECHANICAL
8' - 6"
RD OF
2 A600
A240
Z
RD OF
22' - 9"
38' - 1"
24' - 8"
Z
G.2
EMBEDDED STL BOTTOM PLATE W/ HEADED STUDS [SSD]
THIRD LEVEL PLAN
P.L. 195.01'
A
14' - 0"
P.L. 195.08'
7"
M TYP.
1 A804
PLAN REVISION 03 / 10 / 2022
TYP
PLAN @ COLUMN W/ FINISH CONCRETE 3" = 1'-0" 1 A811
PLAN @ ANGLED COLUMN 1 1/2" = 1'-0"
5
8
1 A510
1.2
2.2
3
4
5
6.2
7.2
9.2
11
12
13
15.2
16.2
18
19
ROOF LEVEL PLAN 3/32" = 1'-0"
1
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 18
5 3' - 7"
12' - 4 1/2"
3' - 7 3/4"
15' - 4"
D3
90 °
3
9' - 10 1/4"
5' - 5 3/4"
1.1
6' - 0 1/4"
D4
° 90
73 °
D2
4 2' - 7 3/4"
1.2
10' - 1 3/4"
D5
PL
90 °
° 90
D1 10 7°
12' - 0 1/4"
RETAIL 2 175.75' 175' - 9"
5757 VENICE B LOS ANGELES t 323.424.7594 www.tighearchi
RETAIL 1 175' 175' - 0" A.N.G 174' - 8" RESTAURANT 3 174.53" 174' - 6" 7' - 8 1/4"
GROUND LEVEL 174' - 1"
8' - 3 1/4"
3' - 7 3/4"
10.1
15' - 4"
12' - 0 1/4"
2' - 7 3/4"
8.1
9' - 10 1/4"
5' - 5 3/4"
5
6' - 0 1/4"
10' - 1 3/4"
4
3
1.1 1.2
STREETSCAPE COLUMN ELEVATION D 1/4" = 1'-0" 10.1
8.1
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR SLAB [SSD]
Z
5
1' - 6"
D2
4"
7' - 8"
D3
EMBEDDED 3' - 7 3/4"STL TOP PLATE [SSD]
8' - 3 1/2"
1.1
4
1.2
EXP REIN SLA
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR SLAB [SSD] D4
EMBEDDED STL TOP PLATE [SSD]
1' - 0 3/4"
3
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR SLAB [SSD]
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR SLAB [SSD]
D1
A
4
15' - 4"
D5
SMB / YALE MIXE FINI 2822 SANTA MON AS P 7 SANTA MONICA,
EMBEDDED STL TOP PLATE [SSD]
FINISH EXTERIOR CEILING AS PER PLAN
7 2' -A850 7 3/4"
12' - 0 1/4"
Z
A850
A
9' - 10 1/4"
5' - 5 3/4"
6' - 0 1/4"
10' - 1 3/4"
STL GUSSET PLATE [SSD]
STL GUSSET PLATE [SSD]
CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR
14' - 1 1/4"
10' - 2"
METAL LATH 3"
PL
3" REVEAL AROUND COLUMN
C2
C3
5' - 0 1/2"
4"
18
17.1
C4 10 8°
12' - 6 1/4"
4' - 5 1/2"
C7 ° 95
4
REVISIONS
FINA TO B ARO [SEE
DD 100% 09/17/2018 EXP
7' - 6 1/2"
PLAN CHECK 2ND SUB
STR
PLAN CHECK 3RD SUB
2' - 2 1/2"
13' - 0"
4' - 1"
13
PLAN CHECK 4TH SUB
5' - 6"
CONTINUOUS TREMCO 250GC LIQUID WP OR SIMILAR SELF-ADHERED WP MEMBRANE
PLAN CHECK 5TH SUB
12
STRUCTURAL FOAM [SSD]
14.1
STR [SSD
SOIL FOR PLANTING [SEE LANDSCAPE DRAWINGS]
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE TOPPING SLAB [SSD] STREETSCAPE
STRUCTURAL CONCRETE SLAB [SSD]
CONTINUOUS TREMCO 250GC LIQUID WP OR SIMILAR SELF-ADHERED WP MEMBRANE
TOP PLAN CHECK SUBMITT
METAL PLANTER [SEE LANDSCAPE DRAWINGS]
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE TOPPING SLAB [SSD]
14.1
FINAL POUR @ COLUMN TO BE 4" CIRCLE ALL AROUND COLUMN [SEE 5/A850]
17.1
STE AS P [SEE
REIN
SOIL FOR PLANTING
18
C6
TOP DETAIL @ ANGLED COLUMN 3" = 1'-0"
FINAL POUR @ COLUMN TO BE 4" CIRCLE ALL AROUND COLUMN [SEE 5/A850]
6 A850
EXPOSED REINFORCED [SEE POUR-IN-PLACE LANDSCAPE DRAWINGS] CONCRETE TOPPING SLAB [SSD]
19
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
C5 ° 94
4
METAL PLANTER 12' - 6 1/4" [SEE LANDSCAPE DRAWINGS]
0' - 11"
3
6' - 9 1/2"
° 85
19
14' - 10"
1.2
6 A850
HSS STL COLUMN [SSD] AS PER PLAN [SEE SHEET A501 & A502] 1' - 2"
12 4' - 1"
° 90
A.N.G 174' - 8"
° 97
7
° 86
10 TOP DETAIL @ VERTICAL COLUMN 3" = 1'-0"
° 83
36°
HSS STL COLUMN [SSD] STEEL COLUMN [SSD] AS PER PLAN AS PER PLAN [SEE SHEET A501 & A502] [SEE SHEET A501 & A502]
AS PER PLAN [SEE SHEET A501 & A502]
7°
1.1
STREETSCAPE COLUMN PLAN D 1/4" = 1'-0"
1" SMOOTH STL TROWELLED STUCCO PLASTER STUCCO REGLET
3" REVEAL AROUND COLUMN 144° HSS STL COLUMN [SSD] AS PER PLAN [SEE SHEET A501 & A502]
METAL 11'LATH - 11 1/4"
3' - 3 1/2"
3"
3" REVEAL AROUND COLUMN
TOP DETAIL @ ANGLED COLUMN 3" = 1'-0"
4"
11' - 11 1/4"
3"
STUCCO REGLET
° 73
6' - 8" MIN. HEAD CLEARANCE
C1
RESTAURANT 2 176.46' 176' - 6"
GROUND LEVEL 174' - 1"
0' - 0 3/4"
1" SMOOTH STL TROWELLED STUCCO HSS STL COLUMN [SSD] PLASTER STUCCO REGLET
RESTAURANT 1 176.92' 176' - 11"
10' - 10 1/4"
72 °
3"
9' - 11 3/4"
CONTINUOUS TYVEK WATERPROOF METAL LATH MEMBRANE OR SIMILAR 1" SMOOTH STL TROWELLED STUCCO PLASTER
SECOND LEVEL 188' - 10"
CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR
13
5/8" TYPE X DENSGLASS
1' - 2" 9"
3
5/8" TYPE X DENSGLASS
6' - 8" MIN. HEAD CLEARANCE
7"
18
4
METAL STUD FRAMING (SSD])
5/8" TYPE X DENSGLASS
METAL STUD FRAMING (SSD]) 19
5 7"
8.1 METAL STUD FRAMING [SSD]
7"
10.1
PLAN REVISION 03 / 1
COLUMN ELEVATION C 1/4" = 1'-0"
2
SMB / YALE MIXED USE HSS STL COLUMN [SSD] AS PER PLAN 12 MONICA 2822 SANTA BLVD [SEE SHEET A501 & A502] SANTA MONICA, CA 90404
13
SELF-ADHERED WATERPROOF MEMBRANE
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE TOPPING SLAB [SSD]
VERTICAL C
SELF-ADHERED WATERPROOF MEMBRANE
STRUCTURAL FOAM [SSD] GALV. STL SUPPORT POST AS PER LANDSCAPE
HSS STL COLUMN [SSD] AS PER PLAN [SEE SHEET A501 & A502]
VERTICAL COLUMN SECTION 1/2" = 1'-0"
SELF-ADHERED WATERPROOF
2
SELF-ADHERED WATERPROOF MEMBRANE MEMBRANE
STRUCTURAL FOAM [SSD]
Z
A
Z
GALV. STL SUPPORT POST AS PER LANDSCAPE
C2
4" 1' - 6"
C1
C3
C4
C5
C6
EMBEDDED STL BOTTOM PLATE W/ HEADED STUDS [SSD] 1' - 2"
14' - 10"
5' - 1"
0' - 11"
18
12' - 6"
12' - 6"
4' - 5"
7' - 7"
2' - 3"
12' - 11 3/4"
4' - 1"
EXP REIN SLA
5' - 6"
A502
EMBEDDED STL BOTTOM PLATE W/ HEADED STUDS [SSD]
17.1
14.1
13
12
STRUCTURAL FOAM [SSD] STRUCTURAL CONCRETE SLAB [SSD]
SELF-ADHERED WATERPROOF MEMBRANE
REVISIONS BOTTOM DETAIL @ ANGLED COLUMN 3 DD=100% 3" 1'-0"09/17/2018
4 EMBEDDED STL TOP PLATE [SSD] A850
7"
FOR DIMENSIONS
STUCCO REGLET 3" REVEAL AROUND COLUMN HSS STL COLUMN [SSD] AS PER PLAN [SEE SHEET A501 & A502]
FOR DIMENSIONS
SEE LANDSCAPE DRAWINGS
METAL PLANTER [SEE LANDSCAPE PLANTER]
PLANTING [SEE LANDSCAPE DRAWINGS]
PLAN @ COLUMN W/ FINISH CONCRETE 3" = 1'-0"
5
HSS STL COLUMN [SSD] AS PER PLAN [SEE SHEET A501 & A502]
PLAN CHECK 5TH SUBMITTAL 11/25/2019
CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR
PLANTING PLAN REVISION 03 / 10 / 2022
1" SMOOTH STL TROWELLED STUCCO PLASTER
HSS STL COLUMN [SSD] AS PER PLAN [SEE SHEET A501 & A502]
STEEL COLUMN [SSD] AS PER PLAN [SEE SHEET A501 & A502]
STUCCO REGLET
3 A850
STEEL COLUMN [SSD] AS PER PLAN [SEE SHEET A501 & A502]
HSS STL COLUMN [SSD] AS PER PLAN [SEE SHEET A501 & A502]
STR
TOP DETAIL @ ANGLED COLUMN 3" = 1'-0"
METAL PLANTER [SEE LANDSCAPE DRAWINGS]
4 EXPOSED POUR-IN-PLACE REINFORCED CONCRETE TOPPING PLAN SLAB [SSD]
6
@ ANGLED COLUMN A850 8 1 1/2" = 1'-0"
TOPPING SLAB [SSD] METAL PLANTER [SEE LANDSCAPE DRAWINGS]
FINAL POUR @ COLUMN TO BE 4" CIRCLE ALL AROUND COLUMN [SEE 5/A850]
STRUCTURAL CONCRETE SLAB [SSD]
STEEL COLUMN DETAILS
A850
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 19 8
ANGLED COLUMN HSS STL COLUMN [SSD] SECTION AS PER PLAN 1/2" = 1'-0" [SEE SHEET A501 & A502]
ANGLED C
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE TOPPING SLAB [SSD]
STRUCTURAL FOAM [SSD]
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE TOPPING SLAB [SSD]
PLAN @ ANGLED COLUMN 1 1/2" = 1'-0"
MET [SEE
5757 EXP LOS REIN SLA t 32 www TOP
STR
3" REVEAL AROUND COLUMN
CONTINUOUS TREMCO 250GC LIQUID WP OR SIMILAR SELF-ADHERED WP MEMBRANE
FINAL POUR @ COLUMN TO BE 4" CIRCLE ALL AROUND COLUMN [SEE 5/A850]
STE AS P [SEE
METAL LATH
SOIL FOR PLANTING STRUCTURAL CONCRETE SLAB [SSD] [SEE LANDSCAPE DRAWINGS]
4"
FINISH EXTERIOR CEILING AS PER PLAN
[SEE LANDSCAPE DRAWINGS]
STRUCTURAL FOAM [SSD]
HSS STL COLUMN [SSD] AS PER PLAN [SEE SHEET A501 & A502]
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE TOPPING SLAB [SSD]
PLAN CHECK 4TH SUBMITTAL 10/22/2019 [SEE LANDSCAPE PLANTER]
5/8" TYPE X DENSGLASS
3 A850
4"
FINI AS P
METAL PLANTER
METAL STUD FRAMING (SSD])
SEE LANDSCAPE DRAWINGS
3" HSS STL COLUMN [SSD] AS PER PLAN [SEE SHEET A501 & A502]
4 A850
PLAN CHECK 3RD SUBMITTAL 06/21/2019
STL GUSSET PLATE [SSD]
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE TOPPING SLAB AS PER PLAN
3"
1" SMOOTH STL TROWELLED STUCCO PLASTER
7 A850
PLAN CHECK 2ND SUBMITTAL 03/22/2019
BOTTOM DETAIL @ ANGLED COLUMNFINAL CONCRETE POUR-IN-PLACE @ COLUMN TO BE 34" CIRCLE ALL AROUND COLUMN 3" = 1'-0"
METAL LATH
TOP DETAIL @ VERTICAL COLUMN 4" AS PER7 PLAN 3" = 1'-0"
PLAN CHECK SUBMITTAL 11 / 21 / 2018
STRUCTURAL CONCRETE SLAB [SSD]
5/8" TYPE X DENSGLASS CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR
FINISH EXTERIOR CEILING AS PER PLAN
1
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR SLAB [SSD]
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR SLAB [SSD]
EMBEDDED STL BOTTOM
BOTTOM DETAILPLATE @ ANGLED COLUMN W/ HEADED STUDS [SSD]6 3" = 1'-0"
METAL STUD FRAMING [SSD]
STREETSCAPE COLUMN PLAN C 1/4" = 1'-0"
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR SLAB [SSD]
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR SLAB [SSD]
EMBEDDED STL TOP PLATE [SSD]
GROUND LEV STREETSCAP
A
STRUCTURAL CONCRETE SLAB [SSD]
19
C7
SELF-ADHERED WATERPROOF MEMBRANE
1
SMB 2822 SAN
5 12' - 4 1/2"
3' - 7 3/4"
15' - 4"
D2
4 2' - 7 3/4"
D3
90 °
3
9' - 10 1/4"
5' - 5 3/4"
1.1
6' - 0 1/4"
D4
1.2
10' - 1 3/4"
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR SLAB [SSD]
D5
PL
90 °
° 90
D1 10 7°
12' - 0 1/4"
° 90
73 °
3' - 7"
RETAIL 2 175.75' 175' - 9" RETAIL 1 175' 175' - 0"
5757 VENICE BLVD. LOS ANGELES, CA. 90 t 323.424.7594 www.tighearchitecture.c
EMBEDDED STL TOP PLATE [SSD]
A.N.G 174' - 8" RESTAURANT 3 174.53" 174' - 6"
METAL STUD FRAMING [SSD] 8' - 3 1/4"
3' - 7 3/4"
10.1
15' - 4"
12' - 0 1/4"
2' - 7 3/4"
9' - 10 1/4"
7"
7' - 8 1/4"
GROUND LEVEL 174' - 1"
8.1
5' - 5 3/4"
5
6' - 0 1/4"
10' - 1 3/4"
4
5/8" TYPE X DENSGLASS
3
1.1 1.2
CONTINUOUS TYVEK WATERPROOF
MEMBRANE OR SIMILAR STREETSCAPE COLUMN ELEVATION D 1/4" = 1'-0" 10.1
8.1
5
4
4
METAL LATH
3
1.1
1.2
1" SMOOTH STL TROWELLED STUCCO PLASTER STUCCO REGLET 3" REVEAL AROUND COLUMN HSS STL COLUMN [SSD] AS PER PLAN [SEE SHEET A501 & A502] Z
D2
D3
D4
Z
D5
1' - 6"
D1
A TOP DETAIL @ VERTICAL COLUMN 10' - 1 3/4" 3" = 1'-0"
4"
A
1' - 0 3/4"
7' - 8"
8' - 3 1/2"
3' - 7 3/4"
10.1
19
15' - 4"
12' - 0 1/4"
2' - 7 3/4"
8.1
9' - 10 1/4"
5' - 5 3/4"
5
6' - 0 1/4"
4
18
3
13 14' - 1 1/4"
1' - 2" 9"
10' - 2"
9' - 11 3/4"
10' - 10 1/4"
0' - 0 3/4"
11' - 11 1/4"
1.1
11' - 11 1/4"
4' - 1"
6' - 9 1/2"
3
HSS STL COLUMN [SSD] AS PER PLAN [SEE SHEET A501 & A502]
SECOND LEVEL 188' - 10"
4"
7
1.2
STREETSCAPE COLUMN PLAN D 1/4" = 1'-0"
12 3' - 3 1/2"
SMB / YALE MIXED USE 2822 SANTA MONICA BLVD SANTA MONICA, CA 90404
4"
FINAL POUR @ COLUMN TO BE 4" CIRCLE ALL AROUND COLUMN [SEE 5/A850]
72 °
36°
C5 ° 94
C6
C7 ° 95
GROUND LEVEL 174' - 1"
1' - 2"
19
14' - 10"
18
5' - 0 1/2"
0' - 11"
REVISIONS DD 100% 09/17/2018
12' - 6 1/4"
PLAN CHECK SUBMITTAL 11 / 21 /
PLAN CHECK 2ND SUBMITTAL 03/2
12' - 6 1/4"
4' - 5 1/2"
17.1
18
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE TOPPING SLAB [SSD]
SELF-ADHERED WATERPROOF MEMBRANE
7' - 6 1/2"
14.1
2' - 2 1/2"
13' - 0"
STRUCTURAL FOAM [SSD] EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR SLAB [SSD]
4' - 1"
13
7 A850
17.1
14.1
13
PLAN CHECK 3RD SUBMITTAL 06/2
PLAN CHECK 4TH SUBMITTAL 10/2
5' - 6"
12
EMBEDDED STL TOP PLATE [SSD]
19
° 85
C4 10 8°
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR SLAB [SSD]
A.N.G 174' - 8"
OOR
C3 ° 97
° 90
RESTAURANT 2 176.46' 176' - 6"
C2
° 86
7° 10
° 83
RESTAURANT 1 176.92' 176' - 11"
144°
° 73
6' - 8" MIN. HEAD CLEARANCE
C1
6' - 8" MIN. HEAD CLEARANCE
PL
PLAN CHECK 5TH SUBMITTAL 11/2 PLAN REVISION 03 / 10 / 2022
FINISH EXTERIOR CEILING AS PER PLAN STREETSCAPE COLUMN ELEVATION C
2
1/4" = 1'-0"
SELF-ADHERED WATERPROOF MEMBRANE
12
STL GUSSET PLATE [SSD] 7"
METAL STUD FRAMING (SSD]) EMBEDDED STL BOTTOM PLATE W/ HEADED STUDS [SSD]
5/8" TYPE X DENSGLASS
PROOF
CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR
3"
3"
1" SMOOTH STL TROWELLED STUCCO PLASTER
STUCCO PLASTER
A
1' - 2"
19
COLUMN 3" = 1'-0"
7
C2
4" 1' - 6"
C1
N
STEEL COLUMN [SSD] AS PER PLAN [SEE SHEET A501 & A502]
STUCCO REGLET
Z
14' - 10"
18
5' - 1"
0' - 11"
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
STRUCTURAL CONCRETE SLAB [SSD]
METAL LATH
C3
C4
3" REVEAL AROUND COLUMN
HSS STL COLUMN [SSD] AS PER PLAN 12' - 6" [SEE SHEET A501 & A502]
C5
C6
Z
C7
GROUND LEVEL STREETSCAPE ELEVATI
A 12' - 6"
4' - 5"
17.1
14.1
TOP DETAIL @ ANGLED COLUMN 3" = 1'-0"
7' - 7"
2' - 3"
12' - 11 3/4"
13
5' - 6"
A502
12
BOTTOM DETAIL @ ANGLED COLUMN STREETSCAPE COLUMN PLAN C FINAL POUR @ COLUMN 1 = 1'-0" 1/4" =3" 1'-0" TO BE 4" CIRCLE ALL
4 6 A850
METAL PLANTER [SEE LANDSCAPE DRAWINGS]
4' - 1"
6
AROUND COLUMN [SEE 5/A850]
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE TOPPING SLAB [SSD]
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 20 STRUCTURAL FOAM [SSD]
UNDER CONSTRUCTION
UNDER CONSTRUCTION
DOUBLE 5/8" TYPE X GYP BD BATT INSULATION FIRE-RATED EXTERIOR PLYWOOD [SSD] DOUBLE 5/8" TYPE X DENSGLASS CONTINUOUS SELF-ADHERED WATERPROOF MEMBRANE METAL SALES, CORRUGATED METAL PANEL, ICC-ESR #2385 [SEE A022] 4" HT PTD MDF BASEBOARD FLEXIBLE SEALANT AT BASE OF GYP BD EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR SLAB [SSD]
5757 VENICE LOS ANGELE t 323.424.75 www.tighearc
FASTENED BOTTOM PLATE [SSD] SELF-ADHERED MEMBRANE OR ROPE CAULK ANCHOR BOLT AS REQUIRED [SSD]
METAL STUD FRAMING AS REQUIRED [SSD] TYP
8 A810
5/8" TYPE X DENSGLASS CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR STUCCO EXPANSION JOINT WITH SELF-ADHERED BITUTHATNE WP MEMBRANE OR SIMILAR [BEHIND WHERE APPLICABLE]
METAL CAP FLASHING
ROOF LEVEL 209' - 10"
STL COLUMN BEYOND
GRIND AND POLISHED EXPOSED CONCRETE FLOOR
ANCHOR BOLT AS REQUIRED [SSD]
DEX-O-TEX, WEATHERWEAR, ICC-ERS #1757 [SEE A021]
3' - 6"
PTD STL T SECTION TO MATCH MP2 [SSD]
1" SMOOTH STL TROWELLED STUCCO PLASTER
5/8" TYPE X GYP BOARD
FIRE TREATED WD HEADER [SSD]
BATT INSULATION
CAULK AT WINDOW TO GYP BD
5/8" TYPE X DENSGLASS
SELF-ADHERED BITUTHANE WP MEMBRANE WINDOW ABOVE FRAME FLASHING, ICC-ES ESR #2783 WINDOW HEAD FLASHING WITH DRIP EDGE AS REQUIRED
METAL SALES, FLAT METAL PANEL, ICC-ESR #2385 [SEE A022 FOR SPECS]
C- METAL STUD 5/8" TYPE X DENSGLASS METAL SALES, CORRUGATED METAL PANEL, ICC-ESR #2385 [SEE A022] 3"
DOUBLE LAYER 5/8" TYPE X GYP. BD.
1" SMOOTH STL TROWELLED INTEGRAL COLOR STUCCO PLASTER
ELEVATION @ TYP CORRUGATED METAL GUARDRAIL 3/4" = 1'-0"
METAL CAP FLASHING
2 A810
CORRUGATED METAL GUARDRAIL @ SECOND LEVEL 1 1/2" = 1'-0"
5
ALUMINUM WINDOW FRAME [SEE PLAN AND SCHEDULE]
NORTH STOREFRONT
4
3 A809
TYP
REVISIONS
DD 100% 09/17/2018
PLAN CHECK SUBM
RESTAURANT 1 176.92' 176' - 11"
PLAN CHECK 2ND S
METAL CAP FLASHING
METAL CAP FLASHING
DUAL PANE LOW-E GLAZING
7
PLAN CHECK 3RD S
METAL CAP FLASHING
2" x 2" STL TUBE TOP RAIL (SSD)
PLAN CHECK 4TH S
3
PLAN CHECK 5TH S
VERTICAL POST @48" O.C. (SSD)
4" 4" 4" 4" VERTICAL POST @48" O.C. (SSD)
VERTICAL POST @48" O.C. (SSD)
4"
4"
4" 48"
42" MIN.
DUAL PANE GLAZING
SILL PAN
SELF-ADHERED BITUTHANE WP MEMBRANE BELOW SILL PAN FLASHING
METAL FLASHING WITH DRIP EDGE
12" CONCRETE [SSD] CONTINUOUS TREMCOSLAB 250GC LIQUID WP OR SIMILAR SELF-ADHERED WP MEMBRANE METAL FLASHING WITH DRIP EDGE
2" X 3/8" VERTICAL FLAT STEEL BAR SPACED @ 4" O.C.
PARKING LEVEL 1 163' - 10"
MP2 - PERF. MTL PANEL METAL SALES, PERFORATED CORRUGATED METAL PANEL, ICC-ESR #2385 [SEE A023] DEX-O-TEX, WEATHERWEAR, ICC-ESR #1757 [SEE ANODIZED A021] BRONZE WINDOW FRAME
2" x 2" STL TUBE BOTTOM RAIL (SSD) STEEL FLOOR FLANGE FASTENED
SELF-ADHERED BITUTHANE WP PLYWOODMEMBRANE [SSD] CONTINUOUS WINDOW FLASHINGTREMCO 250GC LIQUID WP
SLOPE 2%
GA. LAG BOLT SLOPE 2%
6" HT CONCRETE CURB [SSD]
CONTINUOUS WATERPROOF MEMBRANE PTD STL T SECTION TO MATCH MP2 [SSD] 2" x 2" STL TUBE BOTTOM RAIL (SSD) PTD TO MATCH MP2
BATT INSULATION
6"
2"
C- METAL STUD CONTINUOUS WATERPROOF MEMBRANE 5/8" TYPE X DENSGLASS JOIST HANGER [SSD] 2" x 2" STL TUBE BOTTOM RAIL (SSD) PTD TO MATCH MP2 12" REINFORCED CONCRETE SLAB [SSD] METALWD SALES, CORRUGATED METAL PANEL, JOIST AS REQUIRED CMETAL STUD [SSD] ICC-ESR #2385 [SEE A022] 5/8" TYPE X DENSGLASS
WD BEAM [SSD]
METAL SALES, CORRUGATED METAL PANEL, ICC-ESR #2385 [SEE A022] 1" SMOOTH STUCCO
2" x 2" STL BOTTOM RAIL (SSD)
1" GYPCRETE TOPPING SLAB [SSD] CONTINUOUS TREMCO 250GC LIQUID WP 1/4" ACOUSTI-MAT UNDERLAYMENT OR SIMILAR SELF-ADHERED WP MEMBRANE
OR SIMILAR SELF-ADHERED WP MEMBRANE METAL FLASHING WITH DRIP EDGE PLYWOOD [SSD] METAL FLASHING WITH DRIP EDGE
PLYWOOD [SSD]
STRUCTURAL FOAM RIM BEAM [SSD][SSD]
PTD STL T SECTION TO MATCH MP2 [SSD] PLYWOOD [SSD] 2" x 2" STL TUBE BOTTOM RAIL (SSD) PTD TO MATCH MP2 RESILIENT CHANNEL PTD STL T SECTION TO MATCH MP2 [SSD]
SMB / YALE MIXED USE 2822 SANTA MONICA BLVD SANTA MONICA, CA 90404 SMB / YALE MIXED USE PARKING LEVEL 2 2822 SANTA MONICA BLVD 153' - 10" SANTA MONICA, CA 90404
CONTINUOUS WATERPROOF MEMBRANE 2" x 2" STL TUBE BOTTOM RAIL (SSD) PTD TO MATCH MP2
3"
12"
1" SMOOTH STUCCO
2
1 A809
GA. LAG BOLT 1/8" ACOUST-MAT UNDERLAYMENT CONTINUOUS WATERPROOF MEMBRANE PLYWOOD [SSD]
WALL SECT
A810
STUCCO REGLET
2X DOUBLE FIRE-RATED TOP PLATES [SSD]
PLYWOOD [SSD]
DOUBLE LAYER 5/8" TYPE X GYP. BD.
5/8" TYPE X DENSGLASS
BATT INSULATION
SLIDING DOOR SILL DETAIL @ BALCONY
STEEL FLOOR FLANGE FASTENED
DOUBLE 5/8" TYPE X DENSGLASS RESILIENT CHANNEL METAL SALES, CORRUGATED METAL PANEL, CONTINUOUS WATERPROOF MEMBRANE ICC-ESR #2385 [SEE A022]
STOREFRONT BASE DETAIL @ CONCRETE SLAB 1 1/2" = 1'-0" BATT INSULATION
DOUBLE LAYER 5/8" TYPE X GYP. BD.
DEX-O-TEX, WEATHERWEAR ICC-ERS #1757 [SEE A020 FOR SPECS] 1" GYPCRETE TOPPING SLAB PARKING -2
5" CONCRETE TOPPING SLAB [SSD]
RIM BEAM [SSD]
DOUBLE 5/8" TYPE X[SSD] DENSGLASS 2X DOUBLE FIRE-RATED TOP PLATES METAL METAL PANEL, DOUBLE LAYER 5/8" TYPE SALES, X GYP. CORRUGATED BD. ICC-ESR #2385 [SEE A022]
1/2" RESILIENT CHANNEL
42" MIN
2% SLOPE
1/4" ACOUSTI-MAT UNDERLAYMENT
CORRUGATED METAL GUARDRAIL @ SECOND LEVEL 5 1 1/2" = 1'-0"= 1'-0" 4 1 1/2" CORRUGATED METAL GUARDRAIL @ SECOND LEVEL 1 1/2" = 1'-0"
2 A809
2" X 2" VERTICAL TUBE SPACED @ 4' O.C. (SSD)
1" GYPCRETE TOPPING SLAB [SSD] DEX-O-TEX, WEATHERWEAR, ICC-ESR #1757 [SEE A021] STOREFRONT METAL SILL PAN 1/4" ACOUSTI-MAT UNDERLAYMENT
OVER POURED CONCRETE SLAB (SSD) [SEE A235]
PTD STL T SECTION TO MATCH MP2 [SSD]
PLYWOOD [SSD]
MP2 - PERF. MTL PANEL METAL SALES, PERFORATED CORRUGATED METAL PANEL, ICC-ESR #2385 [SEE A023]
9' - 1"
DEX-O-TEX, WEATHERWEAR, DEX-O-TEX, ICC-ESR #1757 [SEEWEATHERWEAR, A021] ICC-ERS #1757 [SEE A021] 12" CONCRETE SLAB [SSD] 1" GYPCRETE TOPPING SLAB [SSD]
PARKING -1
[SEE PLAN AND DOOR SCHEDULE]
36"
42" MIN.
DEX-O-TEX, WEATHERWEAR, VINYL FINISH ICC-ERS #1757TILE [SEE FLOOR A021]
PLAN REVISION 03
DUAL PANE GLAZING
2" X 3/8" VERTICAL FLAT STEEL BAR SPACED @ 4" O.C. (SSD)
10' - 0"
MP2 - PERF. MTL PANEL
BRONZE ANODIZED SLIDING DOORCORRUGATED FRAME METAL SALES, PERFORATED METAL PANEL, [SEE A023] TRACK [SEE PLAN ANDICC-ESR DOOR#2385 SCHEDULE]
2" x 2" STL TOP RAIL (SSD)
VERTICAL POST @48" O.C. (SSD)
42" MIN.
MP2 - PERF. MTL PANEL METAL SALES, PERFORATED CORRUGATED METALMESH PANEL,SCREEN ICC-ESR #2385 [SEE A023]
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 5757 VENICE BLVD. www.tighearchitecture.com LOS ANGELES, CA. 90019 4" 4" t 323.424.7594 4" 4" 4" www.tighearchitecture.com 13' - 1"
2" x 2" STL TUBE TOP RAIL (SSD) PAINTED TO MATCH MP2
9' - 4"
STOREFRONT HEADER DETAIL@ SIGN BAND 2" x 2" STL TUBE TOP RAIL (SSD) 1 1/2" = 1'-0" PAINTED TO MATCH MP2
2" x 2" STL TUBE TOP RAIL (SSD) PAINTED TO MATCH MP2
42" MIN
11' - 11"
NOTE: PROVIDE GUARDS AT FLOOR AND ROOF OPENINGS, LANDINGS, BALCONIES, AND AT OPEN SIDES OFWP STAIRS, SELF-ADHERED BITUTHANE WHICH ARE MORE THAN 30” ABOVE GRADE, OR FLOOR BELOW MEMBRANE WINDOW ABOVE AT ANY POINT WITHIN 36” HORIZONTALLY TO THE EDGE OF NOTE: PROVIDE GUARDS AT FLOOR AND ROOF OPENINGS, FRAME FLASHING, ICC-ES THE OPEN SIDE. GUARDRAILS SHALL BE NOTESR LESS#2783 THAN 42” LANDINGS, BALCONIES, AND AT OPEN SIDES OF STAIRS, IN HEIGHT. [1013]. OPEN GUARDS SHALL HAVE INTERMEDIATE METAL STUD [SSD] WHICH AREFRAMING MORE THAN 30” ABOVE GRADE, OR FLOOR BELOW RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A SPHERE 4” AT ANY POINT WITHIN 36” HORIZONTALLY TO THE EDGE OF IN DIAMETER METAL CANNOTFLASHING PASS THROUGH. [1015.4]. DRIP SHALL BE NOT LESS THAN 42” THE OPEN SIDE. WITH GUARDRAILS IN HEIGHT. [1013]. OPEN GUARDS SHALL HAVE INTERMEDIATE EDGE AS REQUIRED RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A SPHERE 4” BRONZE ANODIZED IN DIAMETER CANNOT PASS THROUGH. [1015.4].
10' - 6"
1" SMOOTH STUCCO
CONTINUOUS SELF-ADHERED WP MEMBRANE
MESH SCREEN
CONTINUOUS WATERPROOF MEMBRANE 2" x 2" STL TUBE BOTTOM RAIL (SSD) PTD TO MATCH MP2
SECOND LEVEL 188' - 10"
CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR
BRONZE ANODIZED SLIDING DOOR FRAME TRACK [SEE PLAN AND DOOR SCHEDULE] DUAL PANE LOW-E GLAZING
4 A810
3 A810
1/2" REGLET 5/8" TYPE X DENSGLASS
FASTENED 2X TOP PLATE [SSD]
42" MIN
UNIT 218
METAL FLASHING WITH DRIP EDGE
METAL STUD FRAMING AS REQUIRED [SSD]
EXTERIOR PLYWOOD [SSD]
3"
12" CONCRETE SLAB [SSD]
9' - 0"
FASTENED BOTTOM PLATE [SSD] 10' - 6"
R-30 FIBER GLASS BATT INSULATION WITH 1" AIR GAP FROM PLYWOOD TJI I-JOIST [SSD] 2X CONTINUOUS NAILER FOR DRYWALL AS REQUIRED [SSD] METAL LATH CONTINUOUS TYVEK WATERPROOF MEMBRANE OR SIMILAR 5/8" TYPE X DENSGLASS
2% SLOPE
SMB / YALE MI 2822 SANTA MO SANTA MONICA
5 A810 SLOPE 2%
THIRD LEVEL 199' - 4"
FLEXIBLE SEALANT AT BASE OF GYP BD
2% SLOPE
6 A810
EXPOSED POUR-IN-PLACE REINFORCED CONCRETE FLOOR SLAB [SSD]
PLYWOOD [SSD]
SLIDING DOOR HEADER DETAIL @ BALCONY 2" x 2" STL TUBE TOP RAIL 1 (SSD) 1/2" = 1'-0" PAINTED TO MATCH MP2
UNIT 318
VERTICAL POST @48" O.C. (SSD)
MP2 - PERF. MTL PANEL METAL SALES, PERFORATED CORRUGATED METAL PANEL, ICC-ESR #2385 [SEE A023]
4" HT PTD MDF BASEBOARD
2X CRICKET TO FALL, HEIGHT VARIES [SSD]
1" MIN.
BATT INSULATION 5/8" TYPE X GYP BOARD
CONTINUOUS SELF-ADHERED WP MEMBRANE SLOPE
42" MIN
5' - 3"
MIN. 60-MIL PVC SINGLE PLY MEMBRANE: SIKA SARNAFIL, S327 CLASS A COOL ROOF MEMBRANE, ICC-ESR #1157 [SEE A026]
2" x 2" STL TUBE TOP RAIL (SSD) PAINTED TO MATCH MP2
4 10' - 6"
EXTERIOR WALL @ CONCRETE PODIUM 1 1/2" = 1'-0"
9' - 0"
SEE PLAN FOR DIMENSIONS
7 A810
ROOF LEVEL FINISH FLOOR 210' - 8"
1/2" REGLET
0' - 10"
4 A843
CONTINUOUS WATERPRROF MEMBRANE 1" SMOOTH STL TROWELLED STUCCO PLASTER INTEGRAL COLOR
WALL SECTION A
1 FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES 1/4" = 1'-0" I 21
4
CORRUGATED METAL GUARDRAIL @ THIRD LEVEL 3 1 1/2" = 1'-0" CORRUGATED METAL GUARDRAIL @ THIRD LEVEL 1 1/2" = 1'-0"
3
EXPECTED CONSTRUCTION COMPLETION TIMELINE: SUMMER 2022
U ND E R CO N S TR U CTI O N
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 22
VALENCIA APARTMENTS
LOCATION: LOS ANGELES, CA
FIRM: PATRICK TIGHE ARCHITECTURE PROJECT ROLE: PROJECT ARCHITECT PROGRAM: MIXED-USE APARTMENT BUILDING SIZE: 60 UNITS - 54,000 SQFT. PROJECT STATUS: UNDER CONSTRUCTION (TO BE COMPLETED - SUMMER 2022)
CENTERED AROUND THE FAMOUS URBAN GREEN NODE MACARTHUR PARK, A NEW 60UNIT MIXED-USE APARTMENT BUILDING IS ERECTED IN THE HEAVILY DENSE WESTLAKE NEIGHBORHOOD. STUCK IN-BETWEEN KOREATOWN TO THE WEST AND DOWNTOWN LOS ANGELES TO THE EAST, THE PROJECT ATTEMPTS TO BECOME HOME FOR AFFLUENT ANGELENOS SUCH AS YOUNG PROFESSIONALS, STUDENTS, ARTISTS, AND WORKING-CLASS FAMILIES. THE NEW CONSTRUCTION ADDS NEW 28,991 SF OF RESIDENTIAL UNITS IN THE FIVESTORY APARTMENT BUILDING AND INCLUDES 1,300 SQ FT OF RETAIL SPACE TO ACTIVATE THE GROUND LEVEL AND REVITALIZED THE SMALL TRIANGULAR PARK - PLAZA CENTROAMERICANA FRANCISCO MORAZÁN.
PROJECT RESPONSIBILITIES: - AS THE PROJECT ARCHITECT DURING ENTITLEMENTS, CONCEPT DEVELOPMENT, SD, DD, CD SETS. - COORDINATED THE TOC INCENTIVE PROGRAM APPLICATION. - DEVELOPED ENTIRE LANDSCAPE DESIGN AND COMPLETED A LID SUBMITTAL PACKAGE FOR PERMIT CLEARANCE. - OBTAINED PERMITS FOR BUILDING, DEMOLITION, SUPPLEMENTAL PERMIT, SHORING & GRADING. - CURRENTLY PROJECT ARCHITECT DURING CONSTRUCTION.
THE 5-STORY MASS IS PUSHED BACK TOWARD THE NORTHERN PROPERTY LINE TO CREATE A CONNECTION WITH STREETSCAPE AND GIVE THE RESIDENTS NEIGHBORHOOD VIEWS FROM THE 4,000 SQ FT SECOND LEVEL AMENITY DECK. HERE RESIDENTS ENJOY THE CLEAR SUNNY SKIES AND SOAK UP IN THE 40-FOOT POOL SURROUNDED BY LOCAL VEGETATION IN POURIN- PLACE CONCRETE PLANTERS AND A BARN-STYLE GYM STRUCTURE WITH DIRECT VIEW TO THE DTLA SKYLINE. THE BLUE-AND-WHITE APARTMENT STRUCTURE ALSO INCLUDES PRIVATE OPEN BALCONIES FACING SOUTH FOR VISUAL CONNECTION TO THE NEW URBAN RESIDENTIAL TYPOLOGY IN THE PREDOMINANTLY WORKING-CLASS LATINO AND ASIAN COMMUNITY.
CLIENT 4SITE REAL ESTATE & DEVELOPMENT COLLABORATORS SEAN KIM STRUCTURAL ENGINEERING NOVUS DESIGN STUDIO TIGHE TEAM MEMBERS ALBERT CHAVEZ FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 23
12"
12"
5' - 11"
356' - 0"
OPEN TO BEYOND
MEZZANINE LEVEL 350' - 1" 7' - 9" 10' - 0"
S1
S1
OPEN TO BEYOND
S1
S1
OPEN TO BEYOND
FIRST LEVEL 299' - 9"
SL OP E
8"
MP2
CMU
36' - 0"
S1
ALL ROOF DRAIN DOWNSPOUTS AND OVERFLOW TO DRAIN TO BMP. [SEE LID AND PLUMBING DWGS FOR DTLS]
C
0' - 3"
RETAIL LEVEL 299' - 6"
81 %
E OP SL
PL
14' - 6" WINDOW AWNING PROJECTION
12' - 7"
SECOND LEVEL 312' - 4"
% 81
PL 12"
2' - 2"
POOL DECK 314' - 6"
OPEN TO BEYOND
10' - 0"
THIRD LEVEL 322' - 4"
62' - 0" NO MAX BLDG HT PER MUNICIPAL CODE
FOURTH LEVEL 332' - 4"
S1
7' - 10"
59' - 9" 60' - 0" MAX BLDG HT PER BUILDING CODE TAKEN FROM A.G.P.
FIFTH LEVEL 342' - 4"
S1
S1
A.G.P 299' - 0" LOWEST POINT 296' - 9"
10' - 2"
9' - 2"
8' - 4"
2' - 0"
7' - 2"
0' - 5"
17' - 5"
0' - 10"
7' - 0"
17' - 4"
2' - 1"2' - 10"
23' - 8"
18' - 6"
NOTE: ALL DOWNSPOUTS TO DRAIN TO BMP
127' - 0"
17
16.1
15.1
W
R.2
13.1
Q
12
P
11.2
O
11
8.1
N.2
L.2
1 4' - 1" 1' - 5"
7' - 10"
2' - 7"
11' - 8"
11' - 8"
3.1
2.1
F.2
D.2
9.2
11' -- 9" 127' 0"
10.2 11' - 8"
8' - 8" 1 A600
B
11
12
11' - 9" 10' - 11"
7' - 7"
WEST ELEVATION 1/8" = 1'-0"
2
2 EAST ELEVATION 1/8" = 1'-0"
1
A
14.2
17
11' - 7"
5' - 8"
1
9' - 6"
3' - 4"
26' - 4"
2 A600
2' - 9"
1 A809 12"
5' - 11"
5' - 11"
2' - 9"
4.1
G.2 6
109' - 0"
17' - 4"
2 A809
OPEN TO BEYOND
10' - 0" 10' - 0"
OPEN TO BEYOND
PL
0' - 3"
15' - 1"
PL
8' - 0" SETBACK
3' - 0" DEDICATION
109' - 0"
0' - 3"
A.G.P 299' - 0"
12"
OPEN TO BEYOND
5' - 0"
15' - 1" WINDOW AWNING PROJECTION
12' - 7"
FIRST LEVEL 299' - 9"
12' - 7"
SECOND LEVEL 312' - 4"
RETAIL LEVEL 299' - 6" FIRST LEVEL 299' - 9"
PL
12" 1' - 0" 4' - 0"
PL
10' - 0"
10' - 0" 59' - 9"
10' - 0"
OPEN TO BEYOND
WINDOW AWNING PROJECTION
SECOND LEVEL 312' - 4"
10' - 0"
THIRD LEVEL 322' - 4" THIRD LEVEL 322' - 4"
62' - 0" NO MAX BLDG HT PER MUNICIPAL CODE
FOURTH LEVEL 332' - 4" FOURTH LEVEL 332' - 4"
59' - 9" 60' - 0" MAX BLDG HT PER BUILDING CODE TAKEN FROM A.G.P.
FIFTH LEVEL 342' - 4" FIFTH LEVEL 342' - 4"
60' - 0" MAX BLDG HT PER BUILDING CODE TAKEN FROM A.G.P. 62' - 0" NO MAX BLDG HT PER MUNICIPAL CODE
7' - 9"
7' - 9"
MEZZANINE LEVEL 350' - 1"
RETAIL LEVEL 299' - 6"
5
K.2
47' - 1"
MEZZANINE LEVEL 350' - 1"
6
5 13' - 6"
MAX. LEVEL 358' - 9" MAX. LEVEL ROOF LEVEL 358' - 9" 356' - 0" ROOF LEVEL 356' - 0"
7.1
A.G.P LOWEST POINT 299' - 0" 296' - 9"
2' - 0"
1' - 4"
6' - 6"
7' - 9"
1' - 5"
7' - 10"
18' - 6"
2' - 8"
27' - 0"
23' - 8"
2' - 10"2' - 1"
2' - 0"
19' - 8"
17' - 4"
7' - 0"
LOWEST POINT 296' - 9"
12' - 4"
0' - 10"
17' - 5"
9' - 0"
0' - 5"
7' - 2"
9' - 6"
2' - 0"
8' - 4"
9' - 2"
10' - 2"
127' - 0"
W
V.1
T.1
S.1
1
Q
P
O
M.1
2.1
A
J.1 3.1
B
D.2
4.1
F.2
5
H.1
E.1
6
G.2
7.1
K.2
C.1
8.1
11
L.2
N.2
O
12
11.2
P
B
A
13.1
Q
15.1
16.1
R.2
NORTH ELEVATION 17 1/8" = 1'-0"
W
109' - 0" 9' - 6"
11' - 7"
11' - 9"
11' - 8"
11' - 9"
11' - 8"
11' - 8"
2' - 7"
1 A600
1' - 5" 4' - 1"
13' - 6"
1 A809
2 A809
2' - 9"
MAX. LEVEL 358' - 9"
7' - 10"
5' - 11"
ROOF LEVEL 356' - 0"
5' - 0"
10' - 0"
PL
12"
8"
SECOND LEVEL 312' - 4"
8' - 0" SETBACK 12' - 7"
3' - 0" DEDICATION
0' - 3"
FIRST LEVEL 299' - 9" RETAIL LEVEL 299' - 6"
PL
15' - 4" WINDOW AWNING PROJECTION
THIRD LEVEL 322' - 4"
2 SK15
10' - 0"
FOURTH LEVEL 332' - 4"
5' - 0"
10' - 0"
FIFTH LEVEL 342' - 4"
59' - 9" 60' - 0" MAX BLDG HT PER BUILDING CODE TAKEN FROM A.G.P. 62' - 0" NO MAX BLDG HT PER MUNICIPAL CODE
7' - 9"
MEZZANINE LEVEL 350' - 1"
A.G.P 299' - 0"
MATERIAL LEGEND S1
109' - 0"
9' - 6"
LOWEST POINT 296' - 9"
9' - 0"
12' - 4"
19' - 8"
2' - 0"
27' - 0"
2' - 8"
7' - 10"
1' - 5"
7' - 9"
6' - 6"
1' - 4" 2' - 0"
NOTE: ALL DOWNSPOUTS TO DRAIN TO BMP
1" BLACK SMOOTH ST
BLACK STANDING SEA
MP2
GALVALUME CORRUG
MP3
A
B
C.1
E.1
H.1
J.1
M.1
O
P
Q
S.1
T.1
V.1
W
SOUTH ELEVATION 1/8" = 1'-0"
1
1" WHITE SMOOTH STL
S1 MP1
PERFORATED CORRU
MP4
WHITE STANDING SEA
MP5
FLAT METAL SIGN BAN
C
POUR IN PLACE EXPO
CMU
CMU STACKED BOND
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 24
6' - 8 3/8" 6' - 5 1/4"
5' - 0 3/4"
6' - 5 1/4"
8' - 0 7/8"
6' - 8 3/8"
8' - 0 7/8"
7' - 4 5/8"
1' - 8 1/4"
MAX. LEVEL 358' - 9"
MAX. LEVEL 358' - 9"
MP1
ROOF LEVEL 356' - 0" MP1
7' - 7 5/8"
MT1
MP1
7' - 7 5/8"
ROOF LEVEL 356' - 0"
MP1
EXPANDED METAL SCREEN PTD REGAL BLUE OVER STUCCO
MEZZANINE LEVEL 350' - 1"
8 1/4"
6' - 5 5/16"
EXPANDED MTL SCREEN PTD REGAL BLUE OVER STUCCO
MEZZANINE LEVEL 350' - 1"
1' - 7 13/16"
9' - 0 7/8"
6' - 8 3/8"
8' - 0 7/8"
6' - 8 3/8"
VALENCIA APARTMENTS 751 S. VALENCIA ST LOS ANGELES, CA 90017
8' - 0 3/4"
4' - 1"
5' - 1"
MP1
2X DOUBLE TOP PLATES [SSD]
EXPANDED METAL SCREEN PTD REGAL BLUE OVER STUCCO
MP1
MP1
MP1
10' - 0"
10' - 0"
BLACK ALUMINUM SLIDING GLASS WINDOW
MT1
MT1
FINISH FLOOR BEHIND FIFTH LEVEL 342' - 4"
S2
2' - 8 5/8"
FIFTH LEVEL 342' - 4"
FINISH FLOOR BEHIND
2' - 8 5/8"
5/8" TYPE X GYP. BD.
4' - 7"
STL ANGLE/BRACKET
S2
BATT INSULATION WATERPROOF MEMBRANE
6' - 5 1/4"
5' - 1"
6' - 5 1/4"
PLYWOOD [SSD]
MP1
FOURTH LEVEL 332' - 4"
S2
S2
2' - 8 5/8"
FINISH FLOOR BEHIND
MT1
2' - 8 5/8"
FOURTH LEVEL 332' - 4"
MP1
FINISH FLOOR BEHIND
4' - 7"
EXPANDED METAL SCREEN PTD REGAL BLUE
EXPANDED METAL SCREEN PTD REGAL BLUE OVER STUCCO
2' - 8 5/8"
REGAL BLUE STUCCO
10' - 0"
MP1 10' - 0"
3 SK04
MP1
S2
2X BOTTOM PLATE SET IN A CONTINUOUS BEAD OF APPROVED BUTYL CAULK
REVISIONS
PLAN CHECK SUBMITTAL #1 - 1
THIRD LEVEL 322' - 4"
STL ANGLE/BRACKET
MP2
GREEN VERIFICATION #1 04/14
FINISH FLOOR BEHIND
FINISH FLOOR BEHIND
MT1
FIRE SUBMITTAL 03/24/2020
10' - 0"
MP1
MT1
THIRD LEVEL 322' - 4"
2' - 8 5/8"
4' - 7"
TYP FLOOR ASSEMBLY AS PER PLAN [SSD]
MP2
EXPANDED METAL SCREEN PTD REGAL BLUE OVER STUCCO
S2
ADA VERIFICATION #1 04/21/20
2' - 8 5/8"
10' - 0"
FINISH FLOOR AS PER PLAN
S2
LID SUBMITTAL #1 05/26/2020
NEW DRIVEWAY AISLE 01/27/2
SLOPE
BLOCKING AS REQUIRED
MP1 8' - 9 3/8"
MP1
EXTERIOR CHECK BOARD WD FRAMING AS RQUIRED [SSD] PLYWOOD [SSD]
MP1
MP1
FINISH FLOOR BEHIND
S2
S2
CHECKER BOARD BUILT-OUT WALL_EAST ELEVATION 1/4" = 1'-0"
2 6' - 5 1/4"
5' - 0 3/4"
1
6' - 5 1/4"
MAX. LEVEL 358' - 9"
MAX. LEVEL 358' - 9"
ROOF LEVEL 356' - 0"
ROOF LEVEL 356' - 0"
MT1
MP1
7' - 7 5/8"
CHECKER BOARD BUILT-OUT WALL_SOUTH ELEVATION 1/4" = 1'-0"
3
S2
2' - 8 5/8"
SECOND LEVEL 312' - 4"
2' - 7"
MT1
SECOND LEVEL 312' - 4"
2' - 7"
WATERPROOF MEMBRANE
PTAC GRILLE SECTION 1 1/2" = 1'-0"
EXPANDED METAL SCREEN PTD REGAL BLUE OVER STUCCO
3' - 4"
5/8" TYPE X DENSGLASS
10' - 0"
METAL FLASHING W/ DRIP EDGE W35 REGAL BLUE 12" STANDING SEAM METAL SALES, ICC-ESR#2385 [SEE A021 FOR SPECS]
MP1
EXT CHECKER BOAR ARCHITECTURAL BUI WALL
EXPANDED METAL SCREEN PTD REGAL BLUE OVER STUCCO 1" REGAL BLUE SMOOTH STL TROWELLED STUCCO
MATERIAL LEGEND S3
MEZZANINE LEVEL 350' - 1"
8 1/4"
6' - 5 5/16"
MP1
W35 REGAL BLUE 12" STANDING SEAM MTL PANEL
MT1
EXPANDED MTL SCREEN PAINTED REGAL BLUE 1' - 7 13/16"
SK04
MEZZANINE LEVEL 350' - 1"
4' - 1"PROVIDE MOCK-UP SAMPLE PRIOR TO FABRICATING NOTE: AND INSTALLING FOR ARCHITECT'S REVIEW AND APPROVAL.
5' - 1"
MP1
2X DOUBLE TOP PLATES [SSD]
EXPANDED METAL SCREEN PTD REGAL BLUE OVER STUCCO
10' - 0"
BLACK ALUMINUM SLIDING GLASS WINDOW
5/8" TYPE X GYP. BD.
4' - 7"
STL ANGLE/BRACKET
FIFTH LEVEL 342' - 4"
MT1
FINISH FLOOR BEHIND
MT1
FIFTH LEVEL 342' - 4"
BATT INSULATION WATERPROOF MEMBRANE
6' - 5 1/4"
5' - 1"
6' - 5 1/4"
PLYWOOD [SSD] 3 SK04
MP1
BLOCKING AS REQUIRED [SSD]
2X STUDS AT 16" O.C. [SSD]
REVISIONS
CONTINUOUS WATERPROOFING MEMBRANE PLYWOOD [SSD] ALL AROUND
PLAN CHECK SUBMITTAL #1 - 11/27/2019 REVISIONS
BATT INSULATION PLYWOOD [SSD] WITH 1" AIR GAP FROM PLYWOOD
PLANSUBMITTAL CHECK SUBMITTAL #1 - 11/27/2019 FIRE 03/24/2020
BATT INSULATION WITH 1" AIR GAP FROM PLYWOOD
FIRE SUBMITTAL 03/24/2020 GREEN VERIFICATION #1 04/14/2020
2x WD JOIST [SSD]
ADASUBMITTAL VERIFICATION #1 04/21/2020 LID #1 05/26/2020
2x WD BLOCKING AS REQUIRED [SSD]
LID SUBMITTAL 05/26/2020 NEW DRIVEWAY#1 AISLE 01/27/2022
2x WD BLOCKING AS REQUIRED [SSD] JOIST HANGER [SSD]
NEW DRIVEWAY AISLE 01/27/2022
PTAC GRILLE SECTION 1 1/2" = 1'-0"
MOISTOP ALL FOUR SIDES OF OPENING TYP.
GREEN VERIFICATION #1 04/14/2020 ADA VERIFICATION #1 04/21/2020
2x WD JOIST [SSD]
PTD REGAL BLUE OVER STUCCO
32' - 0"
1.00 PARKING GARAGE FF +/- 298' - 2" CONCRETE CH +/- 12' - 6" CONCRETE
NOTE: FOR ALL CONCRETE, BLOCK WALL, PLYWOOD SIZES, DIMENSIONS, AND DETAILS SEE STRUCTURAL DRAWINGS
8' - 8"
10' - 0" 1 : 48 MAX. SLOPE
30"
18' - 0"
10' - 0"
11' - 0"
3' - 8"
A804
SECOND LEVEL W 312' - 4"
S2
9' - 8"
LID SUBMITTAL #1 05/26/2020
1.05 ELEV CTRL RM FF EL. 299' - 9" CONCRETE CH +/- 11' - 10" CONCRETE
LOBBY
CONCRETE SIDEWALK
SIDE YARD
116.37' P.L.
S2
FINISH FLOOR BEHIND
23' - 8"
2.1
4' - 11"
3.1
17' - 4"
5
VALENCIA ST.
P Q
REVISIONS
PLAN CHECK SUBMITTAL #1 - 11/27/2 FIRE SUBMITTAL 03/24/2020 GREEN VERIFICATION #1 04/14/2020
T.1
ADA VERIFICATION #1 04/21/2020 LID SUBMITTAL #1 05/26/2020 NEW DRIVEWAY AISLE 01/27/2022
V.1 W
CHECKER BOARD BUILT-OUT WALL_EAST ELEVATION 1/4" = 1'-0" 18' - 6"
O
LOBBY ENTRY
1 A510
TYP. EXT WALL - 1 HR. METAL PANEL CHECKER BOARD BUILT-OUT WALL_SOUTH ELEVATION 1 1 1/2" = 1'-0" 2 1/4" = 1'-0"
1
M.1
S.1
25' - 2" 1' - 4"6' - 6"
6' - 0"
299' - 9"
S2
18' - 0"
2' - 0"
MAILROOM 12' - 3"
1' - 9"
10' - 0"
299' - 9"
299' - 8"
7' - 9"
299' - 9"
6' - 11"
NEW DRIVEWAY AISLE 01/27/2022 6' - 11"
1.04 REC ROOM FF EL. 299' - 9" CONCRETE CH +/- 11' - 10" CONCRETE
30' - 4"
31' - 1"
"
9' - 2"
ADA VERIFICATION #1 04/21/2020
5' - 5"
MP1 5' - 11"
- 11
GREEN VERIFICATION #1 04/14/2020
6' - 11"
7' - 5"
EGRESS STAIR 3
MP1 6'
8' - 6"
8' - 6"
19' - 1"
5' - 0"
"
UP
2' - 8 5/8"
2' - 8 5/8"
S2
UP - 11
FIRE SUBMITTAL 03/24/2020
FINISH FLOOR BEHIND
3' - 0"
MT1
V.1
REVISIONS
2' - 8 5/8"
CONCRETE WALL [SSD]
UNCOLORED CONCRETE DRIVEWAY
16' - 8"
2' - 7"
SECOND LEVEL 312' - 4"
6'
T.1
4% SLOPE
FLOOR BEHIND
EVSE
MP2
13' - 8"
299' - 6"
TYP WALL DETAIL
3' - 4"
WATERPROOF MEMBRANE
1.02 RETAIL FF EL. 299' - 6" CONCRETE CH +/- 12' - 3" CONCRETE [FUTURE TENANT IMPROVEMENT UNDER A SEPARATE PERMIT] RETAIL AREA = 1,304 SF OCC. FACTOR M OCC. LOAD = 22
5' - 0"
24' - 0"
CONCRETE SIDEWALK
1' - 4"
8' - 9 3/8"
EXPANDED METAL SCREEN PTD REGAL BLUE STRUCTURAL SLAB SIZE, REINFORCEMENT OVER STUCCO PLACEMENT AND STARTER BARS [SSD]
15' - 6"
S2
ANCHOR BOLT, TURN ANCHOR BOLT IN SLAB [SSD]
5/8" TYPE X DENSGLASS
13' - 10"
MP1
MP1
EXTERIOR CHECK BOARD WD FRAMING AS RQUIRED [SSD] PLYWOOD [SSD]
3
11' - 2"
THIRD LEVEL 322' - 4"
PRESSURE TREATED SILL PLATE SET IN A CONTINUOUS BEAD OF CAULKING [SSD]
METAL FLASHING W/ DRIP EDGE W35 REGAL BLUE 12" STANDING SEAM ANCHOR BOLT, TURN ANCHOR BOLT INTOSALES, SLAB [SSD] METAL ICC-ESR#2385 [SEE A021 FOR SPECS]
S2
VALENCIA APARTMENTS 751 S. VALENCIA ST LOS ANGELES, CA 90017
H.1 2 A500
PLAN CHECK SUBMITTAL #1 - 11/27/2019
MP1
26' - 5"
BLOCKING AS REQUIRED
4" PTD BASE BOARD
40' - 9"
6' - 0"
2' - 7"
MT1
EVSE
1.07 BICYCLE PARKING FF EL. 299' - 9" CONCRETE CH +/- 11' - 10" CONCRETE
POOL EQUIP. RM
7' - 6"
28' - 4"
MT1
O
2' - 8"
10' - 0"
1' - 3" TYP. OUTLET
FINISH FLOOR BEHIND
MP2
M.1
23' - 6"
THIRD LEVEL 322' - 4"
STLIN ANGLE/BRACKET PRESSURE TREATED SILL PLATE SET A CONTINUOUS BEAD OF CAULKING [SSD]
4' - 7"
BATHROOM
FIBER GLASS BATT INSULATION
S2
7' - 8" 7' - 2"
ELECTRIC OUTLET BOXES WHERE APPLICABLE
2X6 STUDS AT 16" O.C U.O.N. EXPANDED METAL SCREEN TYP. ON ALL FLOORS PTD REGAL BLUE OVER STUCCO
1 A600
4% SLOPE FINISH 10"
S2
FINISH FLOOR AS PER PLAN
EXTERIOR WALL PARTITION [SEE PLAN AND STRUCTURAL DRAWINGS] TYP FLOOR ASSEMBLY AS PER PLAN [SSD] FIBERGLASS BATT INSULATION
25' - 2" BACK-UP DISTANCE 7 A062
1% SLOPE
MP1
2' - 8 5/8"
A500
NEW DRIVEWAY AISLE 01/27/2022
FOURTH LEVEL 332' - 4" METAL SALES, CORRUGATED METAL PANEL, ICC-ESR#2385 [SEE A021 FOR SPECS]
2X BOTTOM PLATE SET IN A CONTINUOUS BEAD OF APPROVED BUTYL CAULK
MP1
2' - 8 5/8"
BLOCKING AS REQUIRED [SSD] FINISH FLOOR BEHIND
MT1
E.1
18' - 0"
10' - 0" DRIVEWAY AISLE
5' - 0"
2' - 8 5/8"
EXPANDED METAL SCREEN J.1 PTD REGAL BLUE LID SUBMITTAL #1 05/26/2020 OVER STUCCO 1
10' - 0"
30"
2' - 8 5/8"
4' - 0"
27' - 0"
FOURTH LEVEL 332' - 4"
8' - 0"
1 : 48 MAX. SLOPE
DRIVEWAY ENTRY
"
- 30 " R
R
5' - 0"
LOS ANGELES, CA. 9001 t 323.424.7594 www.tighearchitecture.com
FINISH FLOOR BEHIND
S2
4' - 0"
DRIVEWAY ACCESS AISLE
5' - 0"
- 30
-3 0"
-3 0"
R
4' - 0"
299' - 9"
ADA VERIFICATION #1 04/21/2020
18' - 0"
10' - 0"
5/8" TYPE X GYP BOARD MP1
8TH STREET
4' - 7"
EXPANDED METAL SCREEN PTD REGAL BLUE
1' - 3" TYP. OUTLET
5' - 0"
FIRE SUBMITTAL 03/24/2020
6' - 5 1/4"
3 SK04
REGAL BLUE STUCCO
TYP. EXT WALL - 1 HR STUCCO 2 PTAC GRILLE SECTION 1 1/2" = 1'-0" 1 1/2" = 1'-0"
4' - 0"
2% SLOPE
GREEN VERIFICATION #1 04/14/2020
METAL LATH
FOR SLAB REBAR, SIZE AND PLACEMENT [SSD]
5' - 0"
MP1
10' - 3"
5' - 1"
BLOCKING AS REQUIRED [SSD]
WEEP SCREED
S2
13' - 0" 3%
6' - 5 1/4"
MP1
SLOPE
FIFTH LEVEL 342' - 4"
1% SLOPE
2' - 8 5/8"
REVISIONS
- 30 "
FINISH FLOOR BEHIND
MT1
PLYWOOD [SSD]
ELECTRIC OUTLET BOXES WHERE APPLICABLE
5% SLOPE
34' - 0"
4' - 7"
MT1
BATT INSULATION
1" SMOOTH STL TROWELLED STUCCO PLASTER
8' - 0 3/4"
8' - 0"
PLAN CHECK SUBMITTAL #1 - 11/27/2019
WATERPROOF MEMBRANE
6' - 8 3/8"
UNCOLORED CONCRETE DRIVEWAY MP1
MP1
R
10' - 0"
2X DOUBLE TOP PLATE [SSD]
FIFTH LEVEL 342' - 4"
8' - 0 7/8"
297' - 6"
EXPANDED METAL SCREEN PTD REGAL BLUE OVER STUCCO
STL ANGLE/BRACKET
5/8" TYPE X GYP. BD.
6' - 8 3/8"
25' - 2"
VALENCIA APARTMENTS 751 S. VALENCIA ST 9' - 2" LOS ANGELES, CA 90017 16' - 0"
1/2" RESILIENT CHANNELS
5/8" TYPE X GYP BOARD
WATERPROOF MEMBRANE
9' - 0 7/8"
CONTINUOUS FLOOR BEAM [SSD]
MP1
2X DOUBLE TOP PLATES [SSD]
B
EXPANDED SCREEN PTD REGAL BLUE OVER STUCCO
PE 4% SLO
4' - 1"
5' - 1"
BLACK ALUMINUM SLIDING GLASS WINDOW
A
PROJECTED WALL FRAMING DE 1/4" 5757 VENICE BLVD.
18'MTL - 0"
MEZZANINE LEVEL C.1 350' - 1"
18' - 0"
PLYWOOD [SSD] 1' - 7 13/16" 2X WD JOIST [SSD]
6' - 5 5/16"
19' - 10" BACK-UP DISTANCE
SLOPE 1 : 48 MAX.
299' - 10"
DN
15' - 5"
15' - 6"
8 1/4"
BLOCKING AS REQUIRED [SSD]
1/2" RESILIENT CHANNELS
MP1
18' - 7"
1.06 TRASH/RECYCLE FF EL. 299' - 10" CONCRETE CH +/- 10' - 10" CONCRETE
1-1/2" LIGHTWEIGHT CONCRETE TOPPING SLAB [SSD]
MEZZANINE LEVEL 350' - 1"
10' - 2"
7' - 7 5/8"
HARDWOOD FLOORING AND ADHESIVE EXPANDED METAL SCREEN
8' - 10"
A809 A809
MP1
4"MP1 HT PTD BASE BOARD
1
17
9' - 2"
7' - 4 5/8"
ROOF LEVEL 356' - 0"
7' - 7 5/8"
MP1
1-1/2" LIGHTWEIGHT CONCRETE TOPPING SLAB [SSD]
5/8" TYPE X GYP BOARD
8' - 0 7/8"
3% SLOPE
R
1
2X STUD AT 16" O.C TYP. ON ALL FLOORS [SSD]
MT1
16.1
8' - 4"
18' - 0"
ROOF OVERHAND DETAIL 3" = 1'-0" ROOF OVERHAND DETAIL 3" = 1'-0"
FLEXIBLE SEALANT AT BASE OF DRYWALL, TYP.
2X DOUBLE TOP PLATE [SSD]
SIDE YARD
127.27' P.L.
6' - 8 3/8" UNCOLORED CONCRETE DRIVEWAY
299' - 10"
DETAILS ARCHITECTURAL ROOF DETAILS
4" HT PTD BASEBOARD
FIBERGLASS BATT INSULATION
8' - 0 7/8"
1' - 8 1/4"
MAX. LEVEL 358' - 9"
EXTERIOR PLYWOOD [SSD]
ROOF LEVEL 356' - 0" ARCHITECTURAL ROOF
15.1
9' - 7"
2 A600
TYP WALL ASSEMBLY AS PER PLAN
EXTERIOR PLYWOOD [SSD]
CONTINUOUS FLOOR BEAM [SSD]
6' - 8 3/8"
METAL SALES, CORRUGATED METAL PANEL, ICC-ESR#2385 [SEE A021 FOR SPECS] 6' - 5 1/4"
5' - 0 3/4"
13.1
17' - 5"
2 A510
16' - 8"
6' - 5 1/4"
MAX. LEVEL 358' - 9"
TYP WALL ASSEMBLY AS PER PLAN
25' - 3"
4' - 3"
METAL LATH OVER CONTINOUOS WATERPROOFING MEMBRANE METAL FASCIA WITH DRIP EDGE
11
8.1 127' - 0"
9' - 0"
1" SMOOTH TROWELLED METAL LATHSTL OVER CONTINOUOS STUCCO PLASTER MEMBRANE WATERPROOFING
5
2' - 1"
8' - 0"
1" SMOOTH STL TROWELLED CONTINUOUS SOFFIT VENT STUCCO PLASTER
METAL FASCIA WITH DRIP EDGE
2X FASTENED DOUBLE BOTTOM PLATE SET IN A CONTINUOUS BEAD OF APPROVED BUTYL CAULK
4.1 26' - 6"
VALENCIA APARTMENTS 751 S. VALENCIA ST LOS ANGELES, CA 90017
SETBACK
PLYWOOD [SSD] CONTINUOUS SOFFIT VENT
STUCCO EXPANSION JOINT WHERE APPLICABLE
2.1 18' - 6"
1' - 0"
HARDWOOD FLOORING AND ADHESIVE
1
ALUMINUM SLIDING GLASS WINDOW [SEE PLAN AND SCHEDULE] DOUBLE CONTINUOUS TRIMMERS BEYOND, TYPICAL EACH SIDE OF WINDOW
2
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
2x WD HANGER RIM JOIST [SSD] JOIST [SSD] METAL GUTTER 2x WD RIM JOIST [SSD] 5/8" TYPE X GYP. BD. METAL GUTTER
2x DOUBLE TOP PLATES PLYWOOD [SSD]
1' - 0"
CHECKER BOARD BUILT-OUT WALL_SOUTH ELEVATION 1/4" = 1'-0"
3
CAULK AT WINDOW TO GYP BOARD
2x DOUBLE TOP PLATES
1" SMOOTH STL TROWELLED STUCCO
SECOND LEVEL 312' - 4"
WD HEADER [SSD]
5/8" TYPE X GYP. BD.
CAULK AT WINDOW TO GYP BOARD
MT1
SECOND LEVEL 312' - 4"
32' - 0"
ALUMINUM SLIDING GLASS WINDOW WHERE APPLICABLE [SEE PLAN + SCHEDULE]
5/8" TYPE X GYP BOARD
[ICC, ESR-2385WATERPROOFING METAL SALES CONTINUOUS MEMBRANE SNOWDRIFT ALL AROUNDWHITE = CLASS A]
PARKING AISLE
MOISTOP ALL FOUR SIDES OF OPENING, TYP. WD HEADER [SSD]
1/2" RESILIENT CHANNELS
METAL METAL ROOFING ROOF EDGE FLASHING [ICC, ESR-2385 METAL SALES SNOWDRIFT WHITE = CLASS A] METAL ROOFING
106.96' P.L.
1" 1" MIN. MIN.
WATERPROOF MEMBRANE
WATERPROOF MEMBRANE
WATERPROOF MEMBRANE
GUTTER FERRULE METAL ROOF EDGE FLASHINGLOCATIONS] [SEE A300 FOR DOWNSPOUT
FRONT YARD
4% SLOPE 4% SLOPE
BLOCKING FOR DRYWALL AS REQUIRED GUTTER FERRULE [SEE A300 FOR DOWNSPOUT LOCATIONS]
1/2" RESILIENT CHANNELS
8' - 0"
5/8" TYPE X GYP BOARD
EXPANDED METAL SCREEN PTD REGAL BLUE OVER STUCCO
9' - 6"
R-30 FIBER GLASS BATT INSULATION WITH 1" AIR GAP FROM PLYWOOD
5/8" TYPE X DENSGLASS
21' - 4"
2X DOUBLE TOP PLATE [SSD]
MP1
MP1
EXTERIOR CHECK BOARD WD FRAMING AS RQUIRED [SSD] PLYWOOD [SSD]
19' - 8"
2X DOUBLE TOP PLATE [SSD]
109' - 0"
2
METAL FLASHING W/ DRIP EDGE W35 REGAL BLUE 12" STANDING SEAM METAL SALES, ICC-ESR#2385 [SEE A021 FOR SPECS]
5747 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
29' - 0"
R-30 FIBER GLASS BATT INSULATION WITH 1" AIR GAP FROM PLYWOOD
2' - 8"
CONTINUOUS RIM JOIST @ 16" O.C. MIN. RIPPED TO FALL [SSD] 2
18' - 6"
BLOCKING FOR DRYWALL AS REQUIRED
5/8" TYPE X GYP BD.
ROOD RIDGE VENT DETAIL 3" = 1'-0" ROOD RIDGE VENT DETAIL 3" = 1'-0"
CONCRETE SIDEWALK
CONTINUOUS RIM JOIST @16" O.C. MIN. RIPPED TO FALL [SSD]
THIRD LEVEL 322' - 4"
BLOCKING AS REQUIRED
7' - 10"
5/8" TYPE X GYP BD.
SIKA SARNAFIL, S327 CLASS A COOL ROOF MEMBRANE, ICC-ESR#1157, CARRY ROOFING UP PARAPET AND OVER TOP PLATE [SEE A024 FOR SPECS]
SLOPE
SIKA SARNAFIL, S327 CLASS A COOL ROOF MEMBRANE, ICC-ESR#1157, CARRY ROOFING UP PARAPET AND OVER TOP PLATE [SEE A024 FOR SPECS]
1' - 5"
EXTERIOR PLYWOOD [SSD]
MT1
8' - 9 3/8"
2X FASTENED BOTTOM PLATES [SSD]
FINISH FLOOR BEHIND
MT1
3' - 4"
EXTERIOR PLYWOOD [SSD]
1" MIN.
1" MIN.
WD RIDGE BEAM [SSD]
STUCCO EXPANSION JOINT
THIRD LEVEL 322' - 4"
STL ANGLE/BRACKET
2X CRICKET TO FALL, HEIGHT VARIES [SSD] VALENCIA APARTMENTS 751 S. VALENCIA ST VALENCIA APARTMENTS LOS ANGELES, CA 90017 751 S. VALENCIA ST LOS ANGELES, CA 90017
117.00' P.L.
2X CRICKET TO FALL, HEIGHT VARIES [SSD]
EXTERIOR PLYWOOD [SSD]
2x WD JOIST [SSD]
EXPANDED METAL SCREEN PTD REGAL BLUE OVER STUCCO
REAR YARD
BATT INSULATION WITH 1" AIR GAP FROM PLYWOOD
WD RIDGE BEAM [SSD]
TYP FLOOR ASSEMBLY AS PER PLAN [SSD]
3" CONTINUOUS FIBER CANT
PLYWOOD [SSD] BATT INSULATION WITH 1" AIR GAP FROM PLYWOOD
2x WD JOIST [SSD]
FINISH FLOOR AS PER PLAN
24 GA METAL CAP FLASHING NAIL ATBACK VERTICAL FACE W/ NEOPRENE WASHER CLIPS AT FRONT FACE 24" O.C.
CONTINUOUS WATERPROOFING MEMBRANE PLYWOOD [SSD] ALL AROUND
2X FASTENED BOTTOM PLATES [SSD]
FOURTH LEVEL 332' - 4"
ALLEYWAY
[ICC, ESR-2385 METAL SALES SNOWDRIFT WHITE = CLASS A] CONTINUOUS WATERPROOFING MEMBRANE ALL AROUND
2X STUDS AT 16" O.C. [SSD]
MT1
10' - 0"
CONTINUOUS RIDGE VENT METAL ROOFING [ICC, ESR-2385 METAL SALES SNOWDRIFT WHITE = CLASS A] METAL ROOFING
EXTERIOR PLYWOOD [SSD] 3" CONTINUOUS FIBER CANT STRIP
2' - 0"
1" 1" MIN. MIN.
1/2" SLOPE
METAL ROOF RIDGE CONTINUOUS RIDGE COVER VENT
4% SLOPE
4' - 7"
METAL ROOF RIDGE COVER
BLOCKING AS REQUIRED 24 GA GI METAL CAP FLASHING NAIL AT BACK VERTICAL FACE W/ NEOPRENE 4% SLOPE WASHER CLIPS AT FRONT FACE 24" O.C.
3"
4% SLOPE
FOURTH LEVEL 332' - 4"
2X BOTTOM PLATE SET IN A CONTINUOUS BEAD OF APPROVED BUTYL CAULK
3"
1/2" SLOPE
4% SLOPE
FINISH FLOOR BEHIND
4' - 7"
EXPANDED METAL SCREEN PTD REGAL BLUE
5757 VENICE BLVD. LOS ANGELES, CA. 90019 5757 VENICE BLVD. t 323.424.7594 LOS ANGELES, CA. 90019 www.tighearchitecture.com t 323.424.7594 www.tighearchitecture.com
EXPANDED METAL SCREEN PTD REGAL BLUE OVER STUCCO
10' - 0"
MP1 REGAL BLUE STUCCO
1" 1" MIN. MIN.
NEL,
5757 VENICE BLVD. LOS ANGELES, CA. t 323.424.7594 www.tighearchitecture
7' - 0"
6
18' - 3"
0' - 5"
11
7.1
7' - 2"
11.2
2' - 0"
12
FH
1
17' - 6"
13.1
10' - 2"
16.1
17
FIRST LEVEL PLAN 1/8" = 1'-0"
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 25 MATERIAL LEGEND S3
1" REGAL BLUE SMOOTH STL TROWELLED STUCCO
MP1
W35 REGAL BLUE 12" STANDING SEAM MTL PANEL
EXT CHECKER BOARD ARCHITECTURAL BUILT-OUT WALL
SK04
1
N
FIRST LEVEL PLAN
5
8.1
9.2
10.2
11
13.1
14.2
15.1
16.1
17
1
5
9.2
127' - 0" 25' - 3"
0' - 10"
10' - 11"
5' - 8"
9' - 7"
1' - 4"
7' - 0"
9' - 2"
47' - 1"
26' - 0"
312' - 4"
8' - 0"
SETBACK
9' - 6" 11' - 7" 11' - 9"
48' - 11"
11' - 8"
11' - 1"
VALENCIA APARTMENTS 751 S. VALENCIA ST LOS ANGELES, CA 90017
11' - 9"
11' - 1"
109' - 0"
117.00' P.L.
K.2
11' - 8"
11' - 1"
11' - 0"
11' - 1"
5.11 UNIT 511 FF EL. 342' - 4" CONCRETE CH +/- 10' - 6" GYP. BD.
342' - 4"
5.10 UNIT 510 FF EL. 342' - 4" CONCRETE CH +/- 10' - 6" GYP. BD. 11' - 8"
11' - 1"
14' - 3"
11' - 1"
L.2
5.06 UNIT 506 FF EL. 342' - 4" CONCRETE CH +/- 10' - 6" GYP. BD.
N.2
17' - 7"
15' - 7"
ADA VERIFICATION #1 04/21/2020
17' - 7"
3' - 8"
GREEN VERIFICATION #1 04/14/2020
5.07 UNIT 507 FF EL. 342' - 4" CONCRETE CH +/- 10' - 6" GYP. BD.
LID SUBMITTAL #1 05/26/2020
T.1
1' - 4"
NEW DRIVEWAY AISLE 01/27/2022
15' - 3"
4' - 1" 1' - 5"
P
PLAN CHECK SUBMITTAL #1 - 11/27/2019 FIRE SUBMITTAL 03/24/2020 GREEN VERIFICATION #1 04/14/2020 ADA VERIFICATION #1 04/21/2020
5.08 UNIT 508 FF EL. 342' - 4" CONCRETE CH +/- 10' - 6" GYP. BD.
LID SUBMITTAL #1 05/26/2020 NEW DRIVEWAY AISLE 01/27/2022
36' - 3"
W
2' - 0"
REVISIONS
Q R.2
36' - 3"
V.1
O
13' - 6"
FIRE SUBMITTAL 03/24/2020
12' - 7"
Q
(20' MIN. DEAD END CORRIDOR)
PLAN CHECK SUBMITTAL #1 - 11/27/2019
S.1
5.09 UNIT 509 FF EL. 342' - 4" CONCRETE CH +/- 10' - 6" GYP. BD.
DN
7' - 10"
9' - 9"
2' - 7"
22' - 11"
9' - 2"
7' - 10"
6' - 11"
EGRESS STAIR 1
REVISIONS
Q
6' - 6"
12' - 7"
36' - 3"
5.05 UNIT 505 FF EL. 342' - 4" CONCRETE CH +/- 10' - 6" GYP. BD.
W 116.37' P.L.
W
1 A510
1 A510 4' - 11"
11' - 2"
11' - 2"
11' - 0"
11' - 1"
11' - 0" 106.96' P.L.
109' - 0"
11' - 1"
11' - 0"
11' - 9"
UP
O
P
4' - 1" 1' - 5"
4' - 8" (20' MIN. DEAD END CORRIDOR)
2.08 UNIT 208 FF EL. 312' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
116.37' P.L.
W
G.2
2 A500
N.2
R.2
17' - 7" 2' - 0"
1' - 0"
15' - 3"
2.09 UNIT 209 FF EL. 312' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
6' - 11"
1 A600
5.12 UNIT 512 FF EL. 342' - 4" CONCRETE CH +/- 10' - 6" GYP. BD.
UP
O
9' - 9"
17' - 11"
8' - 6"
UP
35' - 7"
23' - 8"
20' - 1"
15' - 5"
20' - 1"
21' - 1" 11' - 9" 11' - 8"
5.04 UNIT 504 FF EL. 342' - 4" CONCRETE CH +/- 10' - 6" GYP. BD.
11' - 8"
11' - 8" DS
28' - 2" 18' - 11"
EGRESS STAIR 3
F.2
7 A062
5.13 UNIT 513 FF EL. 342' - 4" CONCRETE CH +/- 10' - 6" GYP. BD.
L.2
11' - 7"
11' - 1"
33' - 0"
2.10 UNIT 210 FF EL. 312' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
2' - 7" 0' - 2"
7' - 6"
"
18' - 6"
8' - 6"
5' - 9"
9' - 6" 9' - 9" 2' - 0" 6' - 0" 117.00' P.L.
11' - 1"
11' - 1"
1 A500
M.1
2.07 UNIT 207 FF EL. 312' - 4" CONCRETE CH +/- 8' - 9" GYP. BD. 36' - 4"
2' - 0"
V.1
11' - 1"
EXPOSED CONCRETE 5' - 0"
15' - 7"
23' - 6" 1' - 4"
T.1
(20' MIN. DEAD END CORRIDOR)
8' - 0"
SETBACK
11' - 7"
18"
12"
MIN.
MIN.
11' - 1"
11' - 1"
1' - 3"
4' - 4"
5' - 7"
2.06 UNIT 206 FF EL. 312' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
DEX-O-TEX WEATHERWEAR ICC # ERS-1757 [2% MAX SLOPE IN ALL WALKABLE AREAS]
-7
OPEN TO BELOW
K.2
K.2
L.2 DEX-O-TEX WEATHERWEAR ICC # ERS-1757 31' - 4"
DN
13'
G.2 VALENCIA APARTMENTS 751 S. VALENCIA ST LOS ANGELES, CA 90017
G.2
5.03 UNIT 503 FF EL. 342' - 4" CONCRETE CH +/- 10' - 6" GYP. BD.
7' - 2"
2.11 UNIT 211 FF EL. 312' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
312' - 4"
5.14 UNIT 514 FF EL. 342' - 4" CONCRETE CH +/- 10' - 6" GYP. BD.
UP
H.1 2 A500
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
B
5.15 UNIT 515 FF EL. 342' - 4" CONCRETE CH +/- 10' - 6" GYP. BD. 36' - 3"
5' - 0"
UP
8 A062
5' - 10" 3' - 10"
6' - 4"
18' - 0"
DEX-O-TEX WEATHERWEAR ICC # ERS-1757
8' - 0"
7' - 2"
2.05 UNIT 205 FF EL. 312' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
DN
8' - 0"
1 A600 2.12 UNIT 212 FF EL. 312' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
2' - 10"
6' - 0" 11' - 7" 2' - 8"
4' - 0"
O
18' - 4"
5.02 UNIT 502 FF EL. 342' - 4" CONCRETE CH +/- 10' - 6" GYP. BD.
F.2
6' - 1"
SPA [UNDER SEPARATE PERMIT]
M.1
2.04 UNIT 204 FF EL. 312' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
E.1 F.2
7 A062
11' - 1"
9' - 5"
DEX-O-TEX WEATHERWEAR ICC # ERS-1757 [2% MAX SLOPE IN ALL WALKABLE AREAS]
8' - 2"
312' - 4"
8 A062
L.2
DS
2.13 UNIT 213 FF EL. 312' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
2.03 UNIT 203 FF EL. 312' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
8' - 2"
DEX-O-TEX WEATHERWEAR ICC # ERS-1757 [2% MAX SLOPE IN ALL WALKABLE AREAS]
DEX-O-TEX WEATHERWEAR ICC # ERS-1757 106.96' P.L.
8' - 0" 3' - 9"
1 A500
POOL [UNDER SEPARATE PERMIT]
11' - 8"
K.2
109' - 0"
J.1
37' - 6"
11' - 8"
G.2
5.01 UNIT 501 FF EL. 342' - 4" CONCRETE CH +/- 10' - 6" GYP. BD.
A 17' - 3"
DN
D.2
11' - 8"
11' - 1"
F.2
312' - 4"
TRASH RM
36' - 3"
2.14 UNIT 214 FF EL. 312' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
2.02 UNIT 202 FF EL. 312' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
6' - 1"
5' - 9"
6' - 0"
11' - 2"
3' - 10"
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
B
2.15 UNIT 215 FF EL. 312' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
48' - 11"
12' - 0"
DN
D.2
2' - 10" 14' - 0"
5' - 0"
27' - 1"
D.2
8' - 3"
5' - 0"
11' - 9"
4' - 0"
26' - 4"
OPEN TO BELOW
6' - 0"
18' - 3"
5' - 0"
DEX-O-TEX WEATHERWEAR ICC # ERS-1757 31' - 4"
4' - 0"
1' - 0"
DS
17' - 3" UP
20' - 1"
15' - 5"
36' - 3"
2' - 7"
D.2
2.01 UNIT 201 FF EL. 312' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
9' - 6"
16' - 10"
18' - 9"
18' - 6"
2.00 GYM FF EL. 312' - 4" RUBBER FLR CH +/- 10' - 0" WD FRAMING GYM AREA = 612 SF OCC. FACTOR A-3 OCC. LOAD = 12
C.1
17
10' - 11"
2 A600
A
A
8' - 6"
5' - 0"
TRASH RM
(20' MIN. DEAD END CORRIDOR)
27' - 1"
6' - 0"
10' - 2"
5' - 4"
7' - 1"
1' - 0"
4' - 4"
14.2
5' - 8"
127.27' P.L.
127.27' P.L.
28' - 5"
11
10' - 11"
2 A510
OPEN TO BELOW
A
10.2
127' - 0"
10' - 2"
2 A600
2 A510
5' - 0"
2' - 1"
EXPOSED CONCRETE
26' - 6"
7' - 1"
4.1
18' - 6"
33' - 0"
2.1
1
17' - 4"
7' - 0"
12' - 7"
5' - 8"
7' - 7"
2' - 0"
1' - 4"
16' - 2"
10' - 2"
47' - 1"
17' - 4"
8' - 8"
10' - 11"
5' - 8"
7' - 7"
3' - 4"
26' - 4"
127' - 0"
6
10.2
7.1
11
12
13.1
14.2
16.1
17
SECOND LEVEL PLAN 1/8" = 1'-0"
5
9.2
10.2
11
14.2
10' - 11"
5' - 8"
10' - 11"
2 A600
FIFTH LEVEL PLAN
8' - 0"
A240
9' - 6"
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
B OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
11' - 7"
21' - 1"
11' - 7"
20' - 1"
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
DN
1 A500
DN
L.2
6.11 UNIT 56 MEZZANINE FF EL. 350' - 1" HARDWOOD CH +/- 7' - 4" GYP. BD.
11' - 8"
G.2
11' - 9"
K.2
DN
OPEN TO BELOW
L.2
10' - 0"
14' - 3"
VALENCIA APARTMENTS 751 S. VALENCIA ST LOS ANGELES, CA 90017
10' - 6"
10' - 6"
L.2
11' - 8"
33' - 0"
3.10 UNIT 310 FF EL. 322' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
5' - 0"
11' - 1"
L.2
2 A500
DN
6.05 UNIT 50 MEZZANINE FF EL. 350' - 1" HARDWOOD CH +/- 7' - 4" GYP. BD.
OPEN TO BELOW
8 A062
OPEN TO BELOW
6.10 UNIT 55 MEZZANINE FF EL. 350' - 1" HARDWOOD CH +/- 7' - 4" GYP. BD.
OPEN TO BELOW
OPEN TO BELOW
11' - 8"
K.2
1 A600
10' - 6"
6.12 UNIT 57 MEZZANINE FF EL. 350' - 1" HARDWOOD CH +/- 7' - 4" GYP. BD.
109' - 0"
11' - 9"
11' - 9" 109' - 0"
K.2
7 A062
OPEN TO BELOW 10' - 0"
10' - 6"
6.04 UNIT 49 MEZZANINE FF EL. 350' - 1" HARDWOOD CH +/- 7' - 4" GYP. BD.
OPEN TO BELOW
OPEN TO BELOW
F.2 DN
11' - 8"
G.2 VALENCIA APARTMENTS 751 S. VALENCIA ST LOS ANGELES, CA 90017
11' - 8"
3.11 UNIT 311 FF EL. 322' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
322' - 4"
DN
6.13 UNIT 58 MEZZANINE FF EL. 350' - 1" HARDWOOD CH +/- 7' - 4" GYP. BD. 11' - 1"
11' - 8"
11' - 8"
11' - 1" 11' - 1"
2 A500
G.2
11' - 9"
11' - 2"
11' - 9"
11' - 9"
OPEN TO BELOW
16' - 7"
6.03 UNIT 48 MEZZANINE FF EL. 350' - 1" HARDWOOD CH +/- 7' - 4" GYP. BD.
OPEN TO BELOW 10' - 0"
1 A600 3.12 UNIT 312 FF EL. 322' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
7' - 2"
3.06 UNIT 306 FF EL. 322' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
D.2
10' - 0"
6.14 UNIT 59 MEZZANINE FF EL. 350' - 1" HARDWOOD CH +/- 7' - 4" GYP. BD.
F.2
11' - 8"
3.05 UNIT 305 FF EL. 322' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
10' - 0"
6.02 UNIT 47 MEZZANINE FF EL. 350' - 1" HARDWOOD CH +/- 7' - 4" GYP. BD.
OPEN TO BELOW
DN
7 A062
117.00' P.L.
3.04 UNIT 304 FF EL. 322' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
D.2
DN
3.13 UNIT 313 FF EL. 322' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
11' - 1"
11' - 1" 11' - 1"
2 A600
EXIT STAIR #2
F.2
3.03 UNIT 303 FF EL. 322' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
8 A062
11' - 1"
26' - 4"
A
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
B
11' - 2"
3.14 UNIT 314 FF EL. 322' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
EXPOSED CONCRETE
11' - 1"
11' - 0" 11' - 0" 11' - 0"
106.96' P.L.
10' - 11"
9' - 6"
EGRESS STAIR 2
48' - 11"
11' - 2"
11' - 1"
11' - 9" 11' - 8" 11' - 9"
5' - 8"
5' - 0"
OPEN TO BELOW
109' - 0"
N 10' - 11"
2 A510
UP
DN
3.02 UNIT 302 FF EL. 322' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
F.2
11' - 8"
1
17
A
D.2
14' - 3"
14.2
11' - 1"
36' - 3"
1 A500
17
OPEN TO BELOW
A
18' - 4"
D.2
K.2
11
14.2
SETBACK
8' - 0" 17' - 3"
3.15 UNIT 315 FF EL. 322' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
G.2
10.2
SETBACK
(20' MIN. DEAD END CORRIDOR)
5' - 0"
5' - 9"
3.01 UNIT 301 FF EL. 322' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
20' - 1"
15' - 5"
21' - 1"
TRASH RM
7' - 1"
5' - 0"
27' - 1"
2 SK15
9.2
12
A210 OPEN TO BELOW
81% SLOPE
11
26' - 0"
SECOND LEVEL PLAN
127.27' P.L.
A
METAL ROOFING [ICC, ESR-2385 METAL SALES TAHOW BLUE = CLASS A]
10.2
127' - 0" 47' - 1"
26' - 4"
2 A510
81% SLOPE
5
9.2
FIFTH LEVEL PLAN 1/8" = 1'-0"
17 N
26' - 0"
6' - 0"
1
6
1
127' - 0" 47' - 1"
5
11' - 1"
1
1
11' - 1"
5
11' - 2"
3.1
11' - 1"
2.1
109' - 0"
1
DN
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
FIRE SUBMITTAL 03/24/2020 OPEN TO BELOW
GREEN VERIFICATION #1 04/14/2020
36' - 3"
PLAN CHECK SUBMITTAL #1 - 11/27/2019 FIRE SUBMITTAL 03/24/2020 GREEN VERIFICATION #1 04/14/2020
13' - 6"
OPEN TO BELOW
REVISIONS
ADA VERIFICATION #1 04/21/2020
6.08 UNIT 53 MEZZANINE FF EL. 350' - 1" HARDWOOD CH +/- 7' - 4" GYP. BD. 12' - 7"
LID SUBMITTAL #1 05/26/2020
P Q R.2
350' - 1" DN
16' - 7"
17' - 7"
ADA VERIFICATION #1 04/21/2020
O
4' - 1" 1' - 5"
4' - 1"
N.2
2' - 7"
ELEVATOR PIT
5' - 1"
Q
NEW DRIVEWAY AISLE 01/27/2022
36' - 3"
EXIT STAIR #1
7' - 10"
9' - 2"
10' - 4"
OPEN TO BELOW
PLAN CHECK SUBMITTAL #1 - 11/27/2019
13' - 6"
3.08 UNIT 308 FF EL. 322' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
OPEN TO BELOW
REVISIONS
R.2
12' - 7"
17' - 7"
15' - 7"
3.07 UNIT 307 FF EL. 322' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
P Q
(20' MIN. DEAD END CORRIDOR)
DN
Q
O
1' - 5"
9' - 9"
8' - 6"
9' - 2"
3.09 UNIT 309 FF EL. 322' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
6' - 11"
15' - 3"
O UP
17' - 7"
N.2
28' - 2"
18' - 11"
4' - 7"
TELECOM 8 SF
22' - 11"
O
OPEN TO BELOW
LID SUBMITTAL #1 05/26/2020 NEW DRIVEWAY AISLE 01/27/2022
10' - 4"
W
W
W
W
116.37' P.L.
1 A510 17' - 4"
19' - 7"
5' - 8"
7' - 7"
3' - 4"
47' - 1"
26' - 4"
1 A510
17' - 4"
11
12
14.2
17
9.2
10.2
11
14.2
5
1
5
5' - 8"
10' - 11"
2 A600
9.2
8' - 0"
SETBACK
MEZZANINE LEVEL PLAN
9' - 6" 81% SLOPE
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
B
METAL ROOFING [ICC, ESR-2385 METAL SALES TAHOW BLUE = CLASS A]
DS
D.2
11' - 9"
11' - 9"
G.2
G.2 VALENCIA APARTMENTS 751 S. VALENCIA ST LOS ANGELES, CA 90017
F.2
DS
11' - 8"
F.2
27' - 0"
11' - 8"
F.2
11' - 8"
OPEN TO BELOW
METAL ROOFING [ICC, ESR-2385 METAL SALES SNOWDRIFT WHITE = CLASS A]
L.2
L.2
G.2
VALENCIA APARTMENTS 751 S. VALENCIA ST LOS ANGELES, CA 90017
LOWEST POINT 357' - 0"
FUTURE SOLAR AREA 1350 SF PROVIDED (15% MIN. REQUIRED)
2 A500
1 A500
K.2
11' - 8"
K.2
109' - 0"
11' - 9" 109' - 0"
K.2
1 A600
METAL ROOFING [ICC, ESR-2385 METAL SALES SNOWDRIFT WHITE = CLASS A]
HIGHEST POINT 358' - 9"
11' - 9"
LOWEST POINT 357' - 0"
11' - 8"
11' - 1" 11' - 1"
117.00' P.L.
4.11 UNIT 411 FF EL. 333' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
332' - 4"
5' - 1"
PLAN CHECK SUBMITTAL #1 - 11/27/2019
Q
DS
FIRE SUBMITTAL 03/24/2020
TOP OF PARAPET 358' - 9"
O P
REVISIONS PLAN CHECK SUBMITTAL #1 - 11/27/2019
Q
FIRE SUBMITTAL 03/24/2020 GREEN VERIFICATION #1 04/14/2020 ADA VERIFICATION #1 04/21/2020
2 A809
LID SUBMITTAL #1 05/26/2020 TOP OF PARAPET 358' - 9"
LID SUBMITTAL #1 05/26/2020 NEW DRIVEWAY AISLE 01/27/2022
TOP OF PARAPET 358' - 9"
36' - 3"
W
W
N.2
R.2
GREEN VERIFICATION #1 04/14/2020 ADA VERIFICATION #1 04/21/2020
W
11' - 8" 4' - 1" 1' - 5"
REVISIONS
NEW DRIVEWAY AISLE 01/27/2022
36' - 3"
7' - 10"
4' - 7"
9' - 2"
P Q R.2
4.08 UNIT 408 FF EL. 333' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
1 A809
17' - 7"
7' - 10"
DS
O O
13' - 6"
4.07 UNIT 407 FF EL. 333' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
N.2
13' - 6"
15' - 7"
17' - 7" (20' MIN. DEAD END CORRIDOR)
4' - 1" 1' - 5"
DN
12' - 7"
8' - 6"
9' - 2"
18' - 11"
Q
17' - 7"
4.09 UNIT 409 FF EL. 333' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
6' - 11"
15' - 3"
9' - 9"
22' - 11"
2' - 7"
TELECOM
UP
2' - 7"
14' - 3"
5' - 0"
O
L.2 1 A809
11' - 8"
4.10 UNIT 410 FF EL. 333' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
33' - 0"
11' - 1"
4.06 UNIT 406 FF EL. 333' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
11' - 1"
L.2
14' - 3"
81% SLOPE
D.2
11' - 8"
11' - 0"
2 A500
11' - 1"
11' - 1"
11' - 0" 106.96' P.L.
7 A062 1 A600
4.12 UNIT 412 FF EL. 333' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
7' - 2"
8 A062
2 A600
2 SK15
48' - 11"
EXPOSED CONCRETE
11' - 1"
11' - 0"
4.13 UNIT 413 FF EL. 333' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
4.03 UNIT 403 FF EL. 333' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
4.05 UNIT 405 FF EL. 333' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
N
26' - 4"
A250
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
B
11' - 2"
11' - 2"
11' - 0"
4.14 UNIT 414 FF EL. 333' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
23' - 6" 11' - 9" 109' - 0"
1 A500
10' - 11"
A
5' - 0"
4.04 UNIT 404 FF EL. 333' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
5' - 8"
9' - 6"
8' - 6" DN
4.02 UNIT 402 FF EL. 333' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
OPEN TO BELOW
10' - 11"
OPEN TO BELOW
4.15 UNIT 415 FF EL. 333' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
11' - 8"
K.2
26' - 0"
A
D.2
G.2
1
17
A220
D.2
F.2
14.2
18' - 4"
METAL ROOFING [ICC, ESR-2385 METAL SALES TAHOW BLUE = CLASS A] 36' - 3"
17
UP
11' - 7"
4.01 UNIT 401 FF EL. 333' - 4" CONCRETE CH +/- 8' - 9" GYP. BD.
47' - 1"
A 17' - 3"
11
2 A510
20' - 1"
21' - 1"
81% SLOPE
20' - 1"
15' - 5"
5' - 0"
TRASH RM
7' - 1" (20' MIN. DEAD END CORRIDOR)
OPEN TO BELOW
5' - 0"
27' - 1"
10.2
THIRD LEVEL PLAN
127.27' P.L.
A
81% SLOPE
26' - 4"
14.2
127' - 0"
N
26' - 4"
2 A510
6' - 0"
3' - 4"
12
11' - 7"
10' - 11"
11
MEZZANINE LEVEL PLAN 1/8" = 1'-0"
17
21' - 1"
26' - 0"
10.2
1
127' - 0" 47' - 1"
7' - 7"
6
11' - 9"
5
1
11' - 9"
10.2
109' - 0"
6
THIRD LEVEL PLAN 1/8" = 1'-0"
1
25' - 3"
127' - 0"
127' - 0"
5
50' - 0"
47' - 1"
1
W
116.37' P.L.
1 A510
1 A510 47' - 1"
17' - 4"
8' - 8"
10' - 11"
5' - 8"
7' - 7"
3' - 4"
47' - 1"
26' - 4"
17' - 4"
1
5
6
19' - 7"
5' - 8"
7' - 7"
3' - 4"
26' - 4"
127' - 0"
127' - 0"
9.2
10.2
11
12
14.2
1
17
FOURTH LEVEL PLAN 1/8" = 1'-0"
5
6
10.2
11
12
14.2
17
ROOF LEVEL PLAN 1/8" = 1'-0"
1
1
N
SOLAR ZONE
N
0° 27
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 26
110°
FOURTH LEVEL PLAN
ROOF LEVEL PLAN
MTL PLATE FOLDED 2" & FASTENED TO CONCRETE WALL ALL AROUND SEE 3/A920 6" " 34
1/8" THICK WINDOW FIN MTL PLATE PTD BLACK W/ KYNAR 500 FINISH MTL PLATE FOLDED 2" & FASTENED TO CONCRETE WALL ALL AROUND SEE 3/A920
" 3/4 36
36" SQUARE WINDOW AT EAST ELEVATION [SEE WINDOW SCHEDULE]
6" " 34
NOTE: PROVIDE MOCK UP FO APPROVAL PRIOR TO FABRICATION
36"
1/8" THICK WINDOW FIN MTL PLATE PTD BLACK W/ KYNAR 500 FINISH
" 34
36" SQUARE WINDOW AT EAST ELEVATION [SEE WINDOW SCHEDULE]
" 3/4 36
MP5
36"
NOTE: PROVIDE MOCK UP FOR APPROVAL PRIOR TO FABRICATION
" 3/4 36
UNDER CONSTRUCTION
" 34
UNDER CONSTRUCTION
5757 VE LOS ANG t 323.42 www.tigh
MP5
" 34
" 3/4 36
MP5
FLAT METAL PANEL AS PER
TYPICAL SQUARE WINDOW AWNING 1" = 1'-0" FLAT METAL PANEL AS PER PLAN
2
" 34
" 3/4 36
MP5
TYPICAL SQUARE WINDOW AWNING 1" = 1'-0" " 34
2
VALENCI 751 S. VA LOS ANG
4" MTL CAP
" 3/4 36
MP5
MP5
'26
" 3/4 36
7"
7"
TH NG LE
OF
MT
OF
MT
ING WN LA
1-1/2" X 2" STL TOP RAIL
ING WN LA
2" SQUARE CORRUGATED METAL PANEL, METAL SALES, ICC-ESR#2385 [SEE A021 FOR SPECS]
42" MIN.
" 3/4 36
'26
TH NG LE
42" MIN.
" 34
SMOOTH STL TROWELLED STUCCO 2" X 2" VERTICAL RAILS @ 4' O.C.
MTL PLATE FASTENED TO WALL BEHIND STUCCO 4" MTL CAP
1/2" REGLET
SMOOTH STL TROWELLED STUCCO 1
MP5
2"
MTL PLATE FASTENED TO WALL BEHIND STUCCO
5' - 9"
" 34
EXPOSED REINFORCED CONCRETE WALL AS PER PLAN 6" 2"
1-1/2" X 2" STL TOP RAIL
2"
GREEN VERI
1/8" THICK WINDOW FIN MTL PLATE PTD YELLOWADA W/ VERIFIC KYNAR 500 FINISH
15"
2" FOLD FASTENED TO CONCRETE ALUMINUM GLASS WINDOW WALL
FRAME [SEE PLAN + SCHEDULE]
LID SUBMITT
1/8" THICK MTL PLATE WINDOW FIN
1/8" THICK WINDOW FIN MTL PLATE PTD YELLOW W/ KYNAR 500 FINISH
ALUMINUM GLASS WINDOW FRAME [SEE PLAN + SCHEDULE]
NEW DRIVEW
60 1/2"
42" MIN.
42" MIN.
PLAN CHECK
FIRE SUBMIT
12" MIN.
DUAL PANE LOW-E GLASS 5' - 9"
REVISIONS
" STL BASE PLATES 1/2 60 W/ 4" PERP PLATE
1/8" THICK MTL PLATE WINDOW FIN
2" X 2" VERTICAL RAILS @ 4' O.C.
5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com
2" X 2" STL BOTTOM RAIL
TYPICAL 60" x 60" SQUARE SLIDING WINDOW
TYPICAL 60" x 60" SQUARE SLIDING WINDOW
DUAL PANE LOW-E GLASS
48"
TYP. FLOOR ASSEMBLY AS PER PLAN [SSD]
48"
3 - 1/2" MIN.
ALUMINUM GLASS WINDOW FRAME [SEE PLAN + SCHEDULE]
STL BASE PLATES W/ 4" PERP PLATE
MAX. LEVEL 358' - 9"
1/2" REGLET
12 "
" 1/2 60
FOLD FASTENED TO CONCRETE EXPOSED 2" REINFORCED CONCRETE WALL WALL AS PER PLAN
6"
2" SQUARE CORRUGATED METAL PANEL, METAL SALES, ICC-ESR#2385 [SEE A021 FOR SPECS]
TYP. FLOOR ASSEMBLY AS PER PLAN [SSD] 3 - 1/2" MIN.
60 1/2"
MP5
GUARDRAIL DETAIL 1 1/2" = 1'-0"
NOTE: PROVIDE MOCK UP FOR APPROVAL PRIOR TO FABRICATION
2
NOTE: PROVIDE MOCK UP FOR APPROVAL PRIOR TO FABRICATION
ALUMINUM GLASS WINDOW FRAME [SEE PLAN + SCHEDULE]
" 56
2"
15"
1/8" THICK MTL PLATE WINDOW FIN 6"
2"
ROOF LEVEL 356' - 0"
" 56
1/8" THICK MTL PLATE 2" FOLD FASTENED TO CONCRETE WINDOW FIN
1/2" REGLET 1/2" REGLET
WALL
" 60
2" FOLD FASTENED TO CONCRETE WALL
6"
12 " 12 "
" 60
EXPOSED REINFORCED CONCRETE WALL AS PER PLAN
12" MIN.
12"
12"
EXPOSED REINFORCED CONCRETE WALL AS PER PLAN
WINDO
2" X 2" STL BOTTOM RAIL
MEZZANINE LEVEL 350' - 1"
GUARDRAIL DETAIL 1 1/2" = 1'-0"
VALENCIA APARTMENTS 751 S. VALENCIA ST LOS ANGELES, CA 90017
WINDOW TO CONCRETE WALL DETAIL TYP. TYP. WINDOW FRAMEFRAME TO CONCRETE WALL DETAIL 1 1/2"3= 1'-0" 1 1/2" = 1'-0"
2
A9
TYPICAL WINDOW FIN DETAILS TYPICAL UNIT WINDOW FIN UNIT DETAILS 1 1" = 1'-0" 1" = 1'-0"
3
FIFTH LEVEL 342' - 4"
FOURTH LEVEL 332' - 4"
42"
42"
42"
42"
40"
40"
48"
48"
48"
48"
48"
48"
48"
48"
48"
48"
48"
REVISIONS 48" 48" 48" PLAN CHECK SUBMITTAL #1 - 11/27/2019 FIRE SUBMITTAL 03/24/2020
42"
GREEN VERIFICATION #1 04/14/2020 8"
15' - 5"
5' - 4 1/2"
48"
SECOND LEVEL 48" 312' - 4"
48"
ADA VERIFICATION #1 04/21/2020
2' - 0"
LID SUBMITTAL #1 05/26/2020 0' - 8"
12" 48"
57' - 9 3/4"
15"
THIRD LEVEL 322' - 4"
48"
48"
57' - 9 3/4"
48"
48"
48"
0' - 8"
48"
NEW DRIVEWAY AISLE 01/27/2022
48"
48"
2' - 0"
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 27
1
EXPECTED CONSTRUCTION COMPLETION TIMELINE: SUMMER 2022
U ND E R CO N S TR U CTI O N
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 28
DONGHIA SHOWROOM
LOCATION: WEST HOLLYWOOD, CA
FIRM: PATRICK TIGHE ARCHITECTURE PROJECT ROLE: PROJECT ARCHITECT PROGRAM: TENTANT IMPROVEMENT / COMMERCIAL SIZE: 6,300 SQFT. PROJECT STATUS: COMPLETED - WINTER 2019
THE CALIFORNIA HEADQUARTERS FOR DONGHIA BRAND AND COLLECTIONS IS LOCATED IN THE FAMOUS PACIFIC DESIGN CENTER IN THE CITY OF WEST HOLLYWOOD. DONGHIA IS ONE OF THE WORLD’S TOP INTERIOR DESIGN BRAND OF DECORATION FOR FURNITURE, TEXTILES, LIGHTING, AND ACCESSORIES. THE 6,300 SQ FT TENANT IMPROVEMENT SHOWROOM REFLECTS THE IDENTITY OF THE COMPANY AND SERVES AS THE PRECEDENT TO ALL THE DONGHIA SHOWROOMS IN THE UNITED STATES.
PROJECT RESPONSIBILITIES: - AS THE PROJECT ARCHITECT DURING ENTITLEMENTS, CONCEPT DEVELOPMENT AND CD SETS. - WORKED CLOSELY W/ E-SQUARED LIGHTING ON THE LIGHTING CONCEPT AND LIGHTING LAYOUT FOR DISPLAYS AND SHOWROOM. - DESIGNED THE ENTIRE MILLWORK PLAN AND DETAILS. - OBTAINED PERMITS FOR BUILDING AND DEMOLITION. - PROJECT ARCHITECT DURING CONSTRUCTION & POST CONSTRUCTION.
THE PROJECT CONSISTED OF THE MANUFACTURE OF DESKS, BUFFETS CABINETS, SIDE AND END TABLES, AND CUSTOM DISPLAY WALLS FOR LAMPS, VESSELS AND MIRRORS WHICH ALL ARE HANDMADE BY THE BRAND. THE SPACE AND ACTIVITY CONTAINED WITHIN IS VISIBLE FROM THE MAIN PCD PUBLIC CORRIDOR. A SERIES OF “LIVING ROOM” SPACES CAN BE UTILIZED OR THE SPACE CAN BE OPENED UP TO ACCOMMODATE LARGER EVENTS TO INCLUDE PRESENTATIONS WITH CLIENTS, MEETINGS, ETC.. FOR UP TO 50 PEOPLE. THE SHOWROOM IS A CLASSIC, TIMELESS ARCHITECTURAL INTERIOR WHERE ATTENTION TO DETAIL AND A COMMITMENT TO SUSTAINABILITY PLAY A PROMINENT ROLE IN THE DESIGN OF THE 21ST CENTURY SHOWROOM. .
VD
A
A
NT
SA
NIC
BL
O
M
TIGHE ARCHITEC 5747 VENICE BLV LOS ANGELES, CA t. 323.424.7594 TIGHEARCHITECT PDC: CENTER RED EXISTING TO REMAIN NO NEW WOR� (NOT IN SCOPE OF WOR�)
PDC: PAR�ING EXISTING TO REMAIN NO NEW WOR� (NOT IN SCOPE OF WOR�)
DONGHIA SHOWRO Pacific Design Cente Blue Building 6th Floor - Suite B62
8687 Melrose Ave Los Angeles, CA 900
PDC: CENTER GREEN EXISTING TO REMAIN NO NEW WOR� (NOT IN SCOPE OF WOR�)
N HUNTLEY DR.
PDC: CENTER BLUE
8687 MELROSE AVE. EXISTING SIX-STORY COMMERCIAL BUILDING
REVISIONS SCHEMATIC DESIGN 11/01/2017
1ST PLAN CHEC� SUBMITTA 01/17/2018
1
REVISIONS 02/21/2018
2
REVISIONS 03/01/2018
3
REVISIONS 03/19/2018
N VI
CE
NT
E BL
VD
.
LOCATION OF INTERIOR WOR� ON THE 6TH FLOOR WITHIN THE EXISTING BUILDING.
N SA
E. E AV
LROS
ME
"
54'-0"
27'-0"
"
41'-8
"
39'-4
27'-0"
DR.
81'-0
N
NORWICH
N ROBERTSON BLVD.
COLLABORATORS E-SQUARED LIGHTING D’ESCOTO WEST, INC
N WESTBOURNE DR.
CLIENT DONGHIA
SITE PLAN
SITE PLAN SCALE: 1/64" � 1'-0" 10 0
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 29
1
100 50
A100
12
1
2"
F F
3'-3"
F
12'-8"
12
47'-6"
2'-1"
13
5
1
47'-6" A700 5 A700
9
4 A700
30'-0"
3 A700 3
DONGHIA DONGHIA
11
A700
90'-2"
30'-0"
3
2'-1"
4'-2"
4'-3"
4'-2"
6'-0"
4'-3"
2"
5'-4"
6'-0"
2"
2"
BAFFLE SHOE
5'-3"
5'-3"
5'-3"
5'-3"
TIGHE ARCHITECTURE INC. 5'-3" 5'-3" BLVD 5'-3" 57475'-3" VENICE LOS ANGELES, CA 90019 t. 323.424.7594 TIGHEARCHITECTURE.COM
5'-3"
2" 4'-2"
4'-3"
4'-2"
6'-0" 2"
5'-3" 5'-3"
5'-3" 5'-3"
5'-4" 5'-4"
6'-0" 6'-0"
5'-2" 5'-2"
2"2" 5'-4"
5'-3"
5'-3"
2'-7" 2'-7"
2" 2"
5'-3"
5'-3"
5'-3"
STOREFRONT ELEVATION 5'-3" 5'-4" STOREFRONT ELEVATION 2 2 SCALE 1/4" �1'
5'-3"
SCALE 1/4" �1'
2"
2"
BAFFLE SHOE
7 A803
W/ BOARD FORMED FINISH
7 A803
03
SCALE 3" �1'
2"
A7002"
A700
7
7
A803
A803
�8 �3/4" SELF TAPPING SCREWS AT SPLAYS �8 �3/4" SELF TAPPING SCREWS ATPARALLEL SPLAYS TO RUNNER PARALLEL TO RUNNER
7 7
A700
R-13 BATT INSULATION R-13 BATT INSULATION �8 �3/4" SELF TAPPING SCREWS AT SPLAYS PARALLEL TO RUNNER
1"
A803
STOREFRONT DROPPED GYP BD STOREFRONT CEILING DROPPED GYP BD
DONGHIA DONGHIA DONGH
TOP DOOR RAIL
3
TOP DOOR RAIL
3
DROPPED GYP BD CEILING
3
2" S�. TOP DOOR RAIL OR
BAFFLE SHOE STOREFRONT DROPPED GYP BD CEILING
9
9
A700
EXISTING SIGNAGE TO BE EXISTING SIGNAGE TO BE RELOCATED FROM EXISTING RELOCATED FROM EXISTING SHOWROOM FACADE SHOWROOM FACADE
R-13 BATT INSULATION
BAFFLE SHOE
CEILING TEMPERED GLASS
EXISTING SIGNAGE BAND TO TO EXISTING SIGNAGE BAND REMAIN REMAIN
�8 �3/4" SELF TAPPING SCREWS AT SPLAYS PARALLEL TO RUNNER
EXISTING SIGNAGE BAND TO REMAIN
CEILING
LADDER PULL
3
Pacific Design CenterBlue Building 6th Floor - Suite B624
8687 Melrose Ave DROPPED GYP BD Los Angeles, CA 90069 R-13 BATT INSULATION DROPPED GYP BD CEILING
DOOR LOC� SET
GLASS CLAMP
3
A803
EXISTING SIGNAGE DONGHIA BAND TO REMAINSHOWROOM
A803
2'-1"
7
EXISTING SIGNAGE EXISTING SIGNAGE BAND TO REMAIN BAND TO REMAIN
SOLID WD CORE DOOR
7 R-13 BATT INSULATION R-13 BATT INSULATION
2" S�. TOP DOOR RAIL (BRON�E ANODI�ED ALUM. FRAME)
A803 7
L EDGE TRIM
DROPPED GYP BD CEILING
7
8 � 10
A803
8
1"
V.I.F. 4'-6"
V.I.F. 4'-6"
BAND TO REMAIN
ONE 0.17" DIA. SHOT PIN � �8 SHEET METAL SCREW @ 16" O.C.
8 � 10
A803
EXISTING SIGNAGE
SIGNAGE DOOR EXISTING BOTTOM RAIL DETAIL BAND TO REMAIN
7
5/8" GYP BD
8 � 10
V.I.F. 4'-6"
A803
4'-6"
A803
V.I.F. 4'-6" V.I.F.
A803
ONE 0.17" DIA. SHOT PIN � �8 SHEET METAL SCREW @ 16" O.C.
2'-1"
8 � 10
A803
LE 3" �1'
REVISIONS
REVISIONS SCHEMATIC DESIGN 11/01/2017 SCHEMATIC DESIGN 1ST 11/01/2017 PLAN CHEC� SUBMITTAL
BAFFLE SHOE
A700
3
TOP DOOR RAIL
01/17/2018 1ST PLAN CHEC� SUBMIT 01/17/2018 REVISIONS 1 02/21/2018 REVISIONS 1 02/21/2018 REVISIONS 2 03/01/2018 REVISIONS 2 03/01/2018 REVISIONS 3 03/19/2018 REVISIONS 3 03/19/2018
9 A700
7
1
1"
BOTTOM DOOR RAIL
1 4"
SHOWROOM CONCRETE FINISH FLOOR
DETAIL
LE 3" �1'
SCALE 3" �1'
6
A700
1 4"
6
CONCRETE FINISH
A700
CONCRETE FINISH BOTTOM DOOR RAIL
CONCRETE FINISH BAFFLE SHOE
DOOR LOC� SET
10" S�. BOTTOM DOOR RAIL
BAFFLE SHOE
PDC-BLUE BUILDING ATRIUM CORRIDOR
1"
10" 10"
10" S�. BOTTOM DOOR RAIL (BRON�E ANODI�ED ALUM. FRAME)
8
SOLID WD CORE 6 DOOR
BOTTOM DOOR RAIL
LDING IDOR
ONCRETE OOR RAIL DETAIL
A700
DONGHIA COMMERCIAL SPACE
M DOOR PDC-BLUE BUILDING ATRIUM CORRIDOR
STOREFRONT DOOR SECTION
STOREFRONT WINDOW SECTION
5
SHOWROOM CONCRETE SCALE 1" �1' FINISH FLOOR
STOREFRONT DOOR SECTION BOTTOM DOOR RAIL 5 DETAIL SCALE 1" �1'
SCALE 3" �1'
SCALE 1" �1'
6
STOREFRONT WINDOW SECTION STOREFRONT DOOR SECTION 4
2"
SCALE 3" �1'
INTERIOR WD FRAME JAMB DETAILS SCALE 3" �1'
1
6'-0" BAFFLE SHOE
6'-0"
10" A.F.F BOTTOM DOOR RAIL PER SECTION 404.2.10 FROM ADA CODE 2"
SCALE 1" �1'
SCALE 1" �1'
3
STOREFRONT ENTRANCE DOOR 4
ENLARGED DRAWIN A700 STOREFRONT
6'-0"
2"
STOREFRONT WINDOW SECTION
ENLARGED DRAWINGS STOREFRONT
A700
2"
STOREFRONT ENTRANCE DOOR
4
SCALE 1" �1' 5 SCALE 1" �1' DOOR DETAILS
A901 3
10" A.F.F BOTTOM DOOR RAIL PER SECTION 404.2.10 FROM ADA CODE
CONCRETE FINISH
2"
BRON�E ANODI�ED ALUM. FRAME DOOR THRESHOLD
LADDER PULL
A700
8
10"
6
FRAMELESS WINDOW SYSTEM W/ SILICONE SEALENT
8
GLASS CLAMP
A700 10" S�. BOTTOM DOOR RAIL
LADDER PULL
FRAMELESS WINDOW SYSTEM W/ SILICONE SEALENT LADDER PULL
L EDGE TRIM
LADDER PULL
6
7'-0"
SILICONE SEALENT
METAL STUDS
A700
REVISIONS 03/01/2018
REVISIONS WINDOW SYSTEM W/ 3FRAMELESS 03/19/2018
LADDER PULL
LADDER PULL LADDER PULL
2"
REVISIONS 02/21/2018
10"
LADDER PULL
2
10"
TEMPERED GLASS
7'-0"
10'-0"
01/17/2018
5/8" GYP BD
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS OF STOREFRONT AND DOORS FOR ARCHITECTS NOTE: CONTRACTOR TO PROVIDE APPROVAL. PLEASE OF PROVIDED SHOP DRAWINGS STOREFRONT DRAWINGS PRIOR ORDERING AND DOORS FORTO ARCHITECTS AND INSTALLATION. APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO ORDERING AND INSTALLATION.
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS OF STOREFRONT AND DOORS FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO ORDERING AND INSTALLATION.
7'-0"
SCALE 3" �1'
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS OF STOREFRONT AND DOORS FOR NOTE: CONTRACTOR TOARCHITECTS PROVIDE APPROVAL. OF PLEASE PROVIDED SHOP DRAWINGS STOREFRONT DRAWINGS PRIOR TO ORDERING AND DOORS FOR ARCHITECTS ANDNOTE: INSTALLATION. CONTRACTOR APPROVAL. PLEASE PROVIDEDTO PROVIDE REVISIONS OF STOREFRONT DRAWINGS DRAWINGSSHOP PRIOR TO ORDERING AND DOORS FOR ARCHITECTS AND INSTALLATION. SCHEMATIC DESIGN APPROVAL. PLEASE PROVIDED 11/01/2017 DRAWINGS PRIOR TO ORDERING AND INSTALLATION. 1ST PLAN CHEC� SUBMITTAL
7'-11"
TOP DOOR RAIL DETAIL
2
7'-10"
7
7
SCALE 3" �1'
7'-11"
SCALE 3" �1'
7'-10"
LE 3" �1'
7'-10"
DETAIL
INTERIOR WD FRAME JAMB DETAILS
7'-11"
OOR RAIL DETAIL
SCALE �1'APPROVAL. PLEASE PROVIDED SHOP 3" DRAWINGS OF STOREFRONT DRAWINGS PRIOR TO ORDERING AND DOORS FOR ARCHITECTS INSTALLATION. APPROVAL.AND PLEASE PROVIDED DRAWINGS PRIOR TO ORDERING AND INSTALLATION.
10'-0"
NOTE: CONTRACTOR TO PROVIDE
LADDER PULL OF STOREFRONT DRAWINGS BRON�E ANODI�ED ALUM. FRAME DOOR HEADSHOP 4 DOORS AND ARCHITECTS NOTE: CONTRACTOR TOFOR PROVIDE
10'-0"
2" S�. TOP DOOR RAIL
LADDER PULL
DONGHIA SHOWR DONGHIA SHOWROO 6'-0" Pacific Design Cen Pacific Design Center2" Blue Building Blue Building Floor - Suite B6 6th6th Floor - Suite B624
8687 Melrose AveAve 8687 Melrose LosLos Angeles, CA CA 90069 Angeles, 90
�8 SELF �3/4" TAPPING SELF TAPPING �8 �3/4" SCREWS AT SPLAYS SCREWS AT SPLAYS PARALLEL TO RUNNER PARALLEL TO RUNNER
8 � 10 8 � 10 A803 A803 CONCRETE SHEAR WALL
V.I.F. 4'-6"
8 � 10
ONEDIA. 0.17"SHOT DIA. SHOT ONE 0.17" PINSHEET � �8 SHEET METAL PIN � �8 METAL SCREW 16" O.C. SCREW @ 16" @ O.C.
ONESHOT 0.17" DIA. SHOT ONE 0.17" DIA. PIN �METAL �8 SHEET METAL PIN � �8 SHEET SCREW SCREW @ 16" O.C. @ 16" O.C.
2'-1"
OM RAIL DETAIL DETAIL 8 8 SCALE 3" �1'
8 � 10
A7
BAFFLE SHOE BAFFLE SHOE 5'-3"
5'-4"
F.F. EL. +0' - 0"
8 � 10
30'-2"
FRAMELESS FRAMELESS WINDOW SYSTEM WINDOW SYSTEM 10'-0"
4'-2"
5
A700
DONGHIA
7'-11"
4'-2"
TIGHE ARCHITE 5747ARCHITECTU VENICE BLV TIGHE LOS ANGELES, 5747 VENICE BLVDC t. ANGELES, 323.424.7594 LOS CA 9 t. TIGHEARCHITEC 323.424.7594 TIGHEARCHITECTU
EXISTING SIGNAGE BAND TO REMAIN EXISTING SIGNAGE BAND TO REMAIN
F.F. EL. +7'-11"
F.F. EL. +0' - 0"
EXISTING SIGNAGE TO BE RELOCATED EXISTING SIGNAGE EXISTING TOFROM BE RELOCATED SHOWROOM FROM EXISTING FACADE SHOWROOM FACADE
DONGHIA
F.F. EL. +10'-0"
2"
6'-0"
30'-2" 30'-2"
12
5 A700
7'-11"
2'-1"
11 11
30'-0" 90'-2" 30'-0"
3 A700
2"
STOREFRONT PLAN 1 STOREFRONT PLAN SCALE 1/4" �1' 1 SCALE 1/4" �1' 10 10
A700
DOOR BOTTOM RAIL DETAIL SCALE 3" �1'
10'-0"
7'-9"
90'-2"
4 A700
3 A700
DONGHIA DONGHIA
F.F. EL. +7'-11"
10'-0"
DROPPED GYP BD SOFFIT ABOVE DROPPED GYP BD ENTRANCE SOFFIT ABOVE ENTRANCE 7'-9"
4
12'-8" A700
12
5 A700
30'-0" DROPPED GYP BD HEADER
DETAIL OM RAIL9 DETAILF.F. EL. +10'-0" LE 3" �1' 9 F.F. EL. +10'-0"
7'-11"
2"
1
5 A700
13 30'-0"
OE
2"
6'-0"
3'-3"
GYP BD
F.F. EL. +0' - 0"
6'-0"
1 CONCEALED BAFFLE SHOE
SCALE 3" �1'
A500
47'-6" 12'-8"
13
6'-0"
2"
2"
1
CONCEALED BAFFLE SHOE
DROPPED GYP BD HEADER
30'-0"
2"
2"
6'-0"
3'-3"
6'-0"
11
90'-2"
30'-0"
2"
D BAFFLE
F.F. EL. +7'-11"
12
A500
1
2"
11
30'-0"
A500
13
11
11
30'-0" 90'-2"
30'-0"
2"
11
90'-2"
12
30'-0"
3'-3" 3'-3"
13
3'-3"
13
SCALE 1" �1'
3
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 30
DETAIL @ ATTACHMENT PLAN SCALE 3" �1'
COLUMN PLAN
3
SCALE 1" �1'
2
DON Pacif Blue 6th F
8687 Los A
EXISTING COLUMN TO REMAIN
METAL STUD BY INSTALLER
1 1/2" �ANGLE 1 1/2" �3" METAL ANGLE 1 1/2" �1 1/2" �3" METAL CLILP ATTACHED TO DENS FOAM CLIP ATTACHED TOAT DENS GLASS BASE AND TOP CONTINUOUS REINFORCEMENT
COLUMN COVER WITH SMOOTH DRYWALL SCREW BY INSTALLER PLASTER FINISH TAPERED TO ACCEPT TAPE AND
HIGH DENSITY FOAM COVER WITH SMOOTH PLASTER FINISH
METAL STUDS BEYOND
EXISTING CONCRETE COLUMN
JOINT COMPOUD BY INSTALLER
METAL STUD BY INSTALLER 1 1/2" �1 1/2" �3" METAL ANGLE CLILP ATTACHED TO DENS FOAM AT BASE AND TOP CONTINUOUS REINFORCEMENT DRYWALL SCREW BY INSTALLER TAPERED TO ACCEPT TAPE AND JOINT COMPOUD BY INSTALLER
TIGHE ARCHITECTURE INC. 5747 VENICE BLVD LOS ANGELES, CA 90019 t. 323.424.7594 TIGHEARCHITECTURE.COM
3 A710
1'-6"
HIGH DENSITY FOAM COVER WITH SMOOTH PLASTER FINISH EXISTING CONCRETE COLUMN
SCALE 3" �1'
3
4
DETAIL @ ATTACHMENT PLAN
3
3
A710
DETAIL @ ATTACHMENT PLAN SCALE 3" �1'
SCALE 1" �1'
1'-6"
10'-0"
SCALE 3" �1'
18" Ø FIBERGLASS COLUMN COVER W/ PLASTER FINISH PLAN COLUMN
2
TIGHE ARCHITECTURE INC. 5747 VENICE BLVD LOS ANGELES, CA 90019 t. 323.424.7594 TIGHEARCHITECTURE.COM
REVIS
SCHEM 11/01/2
9'-9"
DETAIL @ TOP SECTION
1ST PL 01/17/2
COLUMN PLAN
3
SCALE 1" �1'
2
EXISTING COLUMN TO REMAIN
EXISTING COLUMN TO REMAIN
DONGHIA SHOWROOM Pacific Design CenterBlue Building 6th Floor - Suite B624 8687 Melrose Ave Los Angeles, CA 90069
1
R 0
2
R 0
3
R 0
METAL STUDS BEYOND COLUMN COVER WITH SMOOTH PLASTER FINISH 1 1/2" �1 1/2" �3" METAL ANGLE
DONGHIA SHOWROOM Pacific Design CenterBlue Building 6th Floor - Suite B624
CLIP ATTACHED TO DENS GLASS
COLUMN COVER WITH SMOOTH PLASTER FINISH
DENS GLASS 1 1/2" �1 1/2" �3" METAL ANGLE EXISTING COLUMN TO REMAIN CLIP ATTACHED TO DENS FOAM METAL STUDS BEYOND
8687 Melrose Ave Los Angeles, CA 90069
5
3"
EXISTING COLUMN TO REMAIN
A710
1 1/2" �1 1/2" �3" METAL ANGLE CLIP ATTACHED TO DENS GLASS
CONCRETE FINISH
COLUMN COVER WITH SMOOTH PLASTER FINISH
DETAIL @ TOP SECTION METAL STUDS BEYOND
3" REVEAL AT BASE
3
4
CONCRETE FINISH 18" Ø FIBERGLASS COLUMN COVER W/ PLASTER FINISH
3"
SCALE 3" �1'
DETAIL @ TOP SECTION
DETAIL @ BASE SECTION SCALE 3" �1'
5
SCALE 3" �1'
9'-9"
10'-0"
REVISIONS SCHEMATIC DESIGN 11/01/2017 1ST PLAN CHEC� SUBMITTAL 01/17/2018
3
4
18" Ø FIBERGLASS COLUMN COVER W/ PLASTER FINISH
REVISIONS 03/01/2018
COLUMN SECTION SCHEMATIC DESIGN 11/01/2017
SCALE 1" �1'
9'-9"
10'-0"
COLUMN COVER WITH SMOOTH PLASTER FINISH
REVISIONS 02/21/2018
2
ENLA COL
REVISIONS 3 03/19/2018 REVISIONS
EXISTING COLUMN TO REMAIN
METAL STUDS BEYOND
1
1
1ST PLAN CHEC� SUBMITTAL 01/17/2018
DENS GLASS 1 1/2" �1 1/2" �3" METAL ANGLE CLIP ATTACHED TO DENS FOAM
1
REVISIONS 02/21/2018
2
REVISIONS 03/01/2018
3
REVISIONS 03/19/2018
3"
EXISTING COLUMN TO REMAIN
5
EXISTING COLUMN TO REMAIN METAL STUDS BEYOND
A710
COLUMN COVER WITH SMOOTH CONCRETE FINISH PLASTER FINISH
3" REVEAL AT BASE CONCRETE FINISH 3"
DENS GLASS 1 1/2" �1 1/2" �3" METAL ANGLE CLIP ATTACHED TO DENS FOAM
5
3"
EXISTING COLUMN TO REMAIN
A710 CONCRETE FINISH
DETAIL @ BASE SECTION
3" REVEAL AT BASE
ENLARGED DRAWINGS COLUMN
CONCRETE FINISH
COLUMN SECTION
3"
SCALE 3" �1'
5
SCALE 1" �1'
METAL STUD BY INSTALLER 1 1/2" �1 1/2" �3" METAL ANGLE CLILP ATTACHED TO DENS FOAM AT BASE AND TOP CONTINUOUS REINFORCEMENT DETAIL @ BASE SECTION DRYWALL SCREW BY INSTALLER 5 SCALE 3" �1' TAPERED TO ACCEPT TAPE AND JOINT COMPOUD BY INSTALLER
1
HIGH DENSITY FOAM COVER WITH SMOOTH PLASTER FINISH EXISTINGCOLUMN CONCRETESECTION COLUMN SCALE 1" �1'
1
A710
ENLARGED DRAWINGS COLUMN
A710
3 A710
1'-6"
DETAIL @ ATTACHMENT PLAN HIGH DENSITY FOAM COVER SCALE WITH 3" �1' SMOOTH PLASTER FINISH
3
EXISTING CONCRETE COLUMN
TIGHE ARCHITECTURE INC. 5747 VENICE BLVD LOS ANGELES, CA 90019 t. 323.424.7594 TIGHEARCHITECTURE.COM
3 A710
1'-6"
EXISTING COLUMN TO REMAIN
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 31
A
23 1
1
15 3b
13
2'-6"
2'-6"
4
5 6
4
C
C
C
C
C
C
C
C
EXISTING SOFFIT DRYWALL TO BE REPLACED WITH NEW 5/8" GYP. BD.
22
15
A
20
EXISTING GYP. BD. TO BE REPLACED WITH NEW 5/8" GYP. BD.
7'-3"
7'-6"
5
2'-6"
2'-6"
EXISTING WALL FRAMING TO REMAIN
729
2'-6"
10'-0" 10'-0"
FLUSH PAINTED MDF PRIME BASEBOARD W/ 1/2" �ERF
ENTRY
4
DONGHIA SHOWROOM CONCRETE FINISH FLOORING
5
PLASTIC LAMINATED TOP
3b
2"
12
1-1/2" HSS STEEL TUBE FRAME
5/8" GYP. BD.
STUDIOART WALL DISPLAY
TIGHE ARCH STUDIOART WALL
2
2" �2" STEEL SCALE 1/2"BRAC�ET �1'
ATTACHED TO FRAMING
23 SECTION DETAIL @ MEMO CUSTOMER SERVICE WOR� STATION SCALE 1-1/2" �1'
EXISTING WALL FRAMING TO REMAIN
13
3 729
C
C
C
C
B
C
5
4
A
B
WALL ARM BEYOND
C
C
C
C
C
C
C
C
21 C
C
B
A
B
B
A
19
C
21 C
B
7'-6"
6
4
C
C
8687 Melrose Los Angeles, C
STUDIOART LEATHERWALL NICHE
10'-0"
C
7'-3"
C
5
DONGHIA SH Pacific Design Blue Building 6th Floor - Sui
NOTES: CONTRACTOR TO PROVIDE SHOP DRAWINGS OF STUDIOART DISPLAY NICHE FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
3a
5
3
EXISTING SOFFIT GYP. BD. TO BE REPLACED WITH NEW 5/8" GYP. BD. EXISTING STRUCTURAL FRAMING TO REMAIN.
1'-0"
4
5747 VENICE LOS ANGELE t. 323.424 TIGHEARCH
3" RUBBER COVE BASE
15
3b
EXISTING SOFFIT DRYWALL TO BE REPLACED WITH NEW 5/8" GYP. BD.
6
2'-4"
3/4" PLYWOOD COUNTER
1
13
EXISTING WING BAY DISPLAY
6
CARPET FINISH FLOORING
EXISTING GYP. BD. TO BE REPLACED WITH NEW 5/8" GYP. BD.
1
1'-1"
EXISTING SOFFIT GYP. BD. TO BE REPLACED WITH NEW 5/8" GYP. BD. NEW GYP BD. TO MEET EXISTING DIMENSIONS AND CONDITIONS OF OLD SOFFIT.
CONCRETE FINISH FLOORING
2'-6"
7'-6"
7'-3"
ENTRY
2
3 729
2'-6"
3
1
729
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS OF STUDIOART DISPLAY FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO ORDERING AND INSTALLATION.
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS OF MEMO ROOM CUSTOMER SERVICE DES� FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO ORDERING AND INSTALLATION.
TO FABRICATION.
1
6
2'-4"
7'-3"
7'-6"
3"
10"
1'-0" V.I.F
15
EXISTING WING BAY DISPLAY STUDIOART LEATHER WALL TO BE PROVIDED BY DONGHIA AND INSTALLED BY G.C
EXISTING WALL SURFACE TO REMAIN
2'-6"
2'-6" 3"
CONCRETE FINISH FLOORING
1
10
LEGEND: 1. WINDOW DISPLAY 2. FURNITURE DISPLAY 3a. DISPLAY NICHE: CHARLES PARIS 3b. DISPLAY NICHE: LEATHER WALL 4. FURNITURE VIGNETTE 5. TEXTILES DISPLAYS = 214 LINEAR FT 6. WALL COVERING BOARDS = 143 LINEAR FT 7. HOSPITALITY NICHE 8. STUDIO ART PEGBOARD EXISTING SOFFIT DRYWALL TO BE 9. BD. SCONCE WALL = 52 LINEAR FT REPLACED WITH NEW 5/8" GYP. (3 ROWS PER PANEL.) 10. HARDWARE DISPLAY 11. LAMP SHELVING = 32+ LAMPS 12. SALE MANAGER DESK 5'-2" 10" 13. SALE ASSOCIATE DESK 14. STUDIO WORK TABLE 6'-9" 15. SAMPLE WINDOW 16. MEMO ROOM 17. MEMO ROOM - WORK TABLE (STORAGE BELOW) 18. MEMO ROOM - BREAK AREA 19. CUSTOMER SERVICE WORK AREA 20. FILING CABINETS 16 CABINETS, 20” DEEP = 27 LINEAR FT 21. SAMPLE SHELVING = 2,839 LINEAR FT ELEVATION @ -A (3’ x 8’= 1,131 LINEAR FT) -B (3’ x 9’ = 252 LINEAR FT) -C (4’ x 8’ = 1,456 LINEAR FT) 22. ELITIS WALLCOVERING DISPLAY 23. BOYD LIGHTING DISPLAY NOTE: CONTRACTOR TO PROVIDE (ELEMENT: WATER FIXTURE) SHOP DRAWINGS OF HOSPITALITY 24. BOYD LIGHTING DISPLAY NICHE FOR ARCHITECTS APPROVAL. (ELEMENT: PORTAL FIXTURE) PLEASE PROVIDED DRAWINGS PRIOR
A
20
EXISTING WALL TO REMAIN
STUDIOART LEATHERWALL NICHE
3" FLUSH PAINTED MDF PRIME BASEBOARD w/ 1/2" �ERF
23
2
NOTES: CONTRACTOR TO PROVIDE SHOP DRAWINGS OF STUDIOART DISPLAY NICHE FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
WALL ARM BEYOND
SCALE 1-1/2" �1'
DONGHIA SHOWROOM CONCRETE FINISH FLOORING
EXISTING SOFFIT GYP. BD. TO BE REPLACED WITH NEW 5/8" GYP. BD. EXISTING STRUCTURAL FRAMING TO REMAIN.
3
1'-0"
SECTION DETAIL @ STUDIOART WALL DISPLAY
A
6 6
V.I.F
A
5'-2"
10'-0"
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS OF HOSPITALITY NICHE FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
EXISTING WALL SURFACE TO REMAIN
6 A
A
A
A
A
A
3" FLUSH PAINTED MDF PRIME BASEBOARD w/ 1/2" �ERF C
C
C
C
B
20 1'-0"
V.I.F
3b
A
A
A
A
A
A
A
18
SECTION DETAIL @ STUDIOART WALL DISPLAY
9
SCALE 1-1/2" �1'
A
A
A
A
A
A
A
19
9
EXISTING SOFFIT GYP. BD. TO BE REPLACED WITH NEW 5/8" GYP. BD. EXISTING STRUCTURAL FRAMING TO REMAIN.
5
3 729
5
10 20 15
6
EXISTING WALL TO REMAIN
EXISTING WING BAY DISPLAY
NOTES: CONTRACTOR TO PROVIDE SHOP DRAWINGS OF STUDIOART DISPLAY NICHE FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
729
7'-3"
7'-6"
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS OF STUDIOART DISPLAY FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO ORDERING AND INSTALLATION.
EXISTING WALL SURFACE TO REMAIN
7
24
6
2
6
5
4 10"
1'-0"
12
5'-2"
REVISIONS 03/01/2018
3
REVISIONS 03/19/2018
2
3 729
1'-1"
6"
EXISTING WING BAY DISPLAY
14
5
3"
CONCRETE FINISH FLOORING
REVISIONS 02/21/2018
2
EXISTING SOFFIT GYP. BD. TO BE REPLACED WITH NEW 5/8" GYP. BD. NEW GYP BD. TO MEET EXISTING DIMENSIONS AND CONDITIONS OF OLD SOFFIT.
4
3" FLUSH PAINTED MDF PRIME BASEBOARD w/ 1/2" �ERF
1
STUDIOART LEATHER WALL TO BE PROVIDED BY DONGHIA AND INSTALLED BY G.C
STUDIOART LEATHERWALL NICHE
10'-0"
6
REVISIONS
SCHEMATIC DESIGN 11/01/2017
5
11
9
WALL ARM BEYOND
2
1ST PLAN CHEC� S 01/17/2018
2'-6"
A
SCALE 1/2" �1'
DONGHIA SHOWROOM CONCRETE FINISH FLOORING
17
20 2
ELEVATION @ STUDIOART WALL DISPLAY
3
5'-2"
A
2'-6"
6 EXISTING WALL FRAMING TO REMAIN
6
V.I.F
10"
6'-9"
8 20
21
V.I.F
5'-2"
22
5
6
CONCRETE FINISH FLOORING
10"
V.I.F
16
EXISTING GYP. BD. TO BE REPLACED WITH NEW 5/8" GYP. BD.
1'-0"
FLUSH PAINTED MDF PRIME BASEBOARD W/ 1/2" �ERF
15
6
(*NOTE: MEMO ROOM LAYOUT TO BE RESOLVED.)
15
6
CONCRETE FINISH FLOORING
3b
3"
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS OF HOSPITALITY NICHE FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
B
3"
C
FLUSH PAINTED MDF PRIME BASEBOARD W/ 1/2" �ERF
6
CONCRETE FINISH FLOORING
DONGHIA SHOWROOM CONCRETE FINISH FLOORING
10"
6'-9"
2
STUDIOART LE NICHE DETAILS
SECTION DETAIL @ STUDIOART WALL DISPLAY SCALE 1-1/2" �1'
3
ELEVATION @ STUDIOART WALL DISPLAY SCALE 1/2" �1'
2
STUDIOART WALL DISPLAY PLAN
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 32 SCALE 1/2" �1'
1
A729
2 NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
EXISTING WINGBAY DISPLAYS CONCRETE FINISH FLOORING
DONGHIA SHOWROOM CONCRETE FINISH FLOORING
5/8" GYP. BD.
EXISTING WINGBAY HEADER ABOVE
EXISTING WALL TO BE DEMOLISHED
PROPOSED NEW WALL WITH ONE LAYER OF 5/8" PLYWOOD BLOC�ING. SEE INFORMATION OF WALL TYPE 3 ON SHEET A200 FOR MORE INFORMATION
2'-0"
PROPOSED �UART� COMPOSITE COUNTER TOP. CABINET STORAGE BELOW COUNTERTOP.
4'-8"
6"
DONGHIA SHOWROOM CONCRETE FINISH FLOORING
724
LAMP DISPLAY 2 ROWS W/ 18 LAMPS EACH ROW. STORAGE SHELVING BELOW.
9'-7" 3
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS OF HOSPITALITY NICHE FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
10'-0"
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
3
722
722
DONGHIA SHOWROOM CONCRETE FINISH FLOORING
724
2
24" UNDER CABINETS REFRIGERATOR W/ FLUSH OVERLAYING OVERLAY INTEGRATED DOOR TO MATCH CABINETRY. INSTALLED BY G.C
6"
2
Total � 32+ La��s Shades = 18" Ø
DONGHIA SHOWROOM CONCRETE FINISH FLOORING
14'-0"
1'-11"
3/4" LAMINATED PLYWOOD COUNTER 3 3/4" 724REVEAL
724
1-1/2"
2
LAMP DISPLAY PLAN SCALE 1/2" �1'
NEW WINGBAY HEADER TO MATCH EXISTING CONDITIONS WALLCOVER ON WALL SURFACE TO BE PROVIDED BY DONGHIA NOTES: CONTRACTOR TO PROVIDE SHOP DRAWINGS OF HOSPITALITY NICHE FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
3/4" FLUSH OVERLAY WOOD DOORS AND DRAWER W/ WALNUT VENEER
CABINETS WITH PRE-FINISHED NOTE: CONTRACTOR TO PROVIDE WOOD CARCASS SHOP DRAWINGS FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
3"
STORAGE CABINETRY BELOW 2'-6"
1/4" GLASS PLATE W/ ANTI�UE FINISH (BY ARCHITECT)
DONGHIA SHOWROOM CONCRETE FINISH FLOORING
SUPPORT AS RE�UIRED
3" BAC�SPLASH
3"
3"
14'-0"
1" HOT ROLLED BLAC�EN STEEL TUBE FRAMING
724
TIGHE ARCHITECTURE PROPOSED �UART� COMPOSITE COUNTER TOP 5747 VENICE BLVD
3
DONGHIA SHOWROOM Pacific Design CenterBlue Building 6th Floor - Suite B624 4 8687 Melrose Ave 722 Los Angeles, CA 90069
2
Total � 32+ La��s 3" TOE �IC� W/ PLYWOOD LAMINATED Shades = 18" Ø
DONGHIA SHOWROOM CONCRETE FINISH FLOORING
2
3 724
724
3/4" PRE-FINISHED PLYWOOD LAMP DISPLAY 2 ROWS W/ 18 LAMPS2'-0" EACH ROW. STORAGE SHELVING HAFELE PEG SOC�ETS BELOW.
2" �2" HOT ROLLED BLAC�EN STEEL TUBE FRAME
2'-9"
3"
24" UNDER CABINETS REFRIGERATOR W/ FLUSH OVERLAYING OVERLAY INTEGRATED DOOR TO MATCH CABINETRY
4'-6"
2'-0 1/2" o.c.
4'-8" o.c.
10'-0"
4'-8" o.c.
3'-6"
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
13'-6" 2'-0 1/2" o.c.
3/4" REVEAL t. 323.424.7594
TIGHEARCHITECTURE.COM
METAL CABINET DOOR PULLS
STORAGE CABINETS BELOW COUNTER TOP. SEE DETAIL 3 ON THIS PAGE FOR MORE INFORMATION
1'-6"
2"
MPS PROVIDED BY
AMPS PROVIDED BY
ROLLED BLAC�EN STEEL ME
3
2
724
724
�1'
724
39'-7"
3
6"
3" 724
13'-6"
FRAME
2'-4"
3 722
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
4'-8" o.c.
1'-2"
4'-8" o.c.
7 724
724
1'-2"
1'-2"
1'-2"
1'-2"
3/4"
E�UIRED
1'-2"
2'-4"
INTERIOR CABINET SURFACES WITH WALLCOVER ON WALL SURFACE TO BE PRE-FINISHED WALNUT BY VENEER STORAGE CABINETS PROVIDED DONGHIA WOOD CARCASS BELOW LAMP DISPLAY
1'-2"
1'-2"
14'-0"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
3"
ELEVATION COUNTER@ TOPLAMP DISPLAY SCALE 1/2" �1'
13'-6" 3"
4
METAL CABINET DOOR PULLS
3"
STORAGE CABINETS BELOW COUNTER 3" METAL BASE REVEAL
1" 12
3/4" REVISIONS 03/19/2018
2
1" �2" WOOD FRAMING
3"
1/8" HOT ROLLED BLAC�EN STEEL PLATE TO EDGE
13'-6"
1
REVISIONS 02/21/2018
2
REVISIONS 03/01/2018
3
REVISIONS 03/19/2018
LAMP DISPLAY MILLWOR� DETAILS
4'-8" o.c.
A724
3"
1'-5"
1'-5"
3"
2" V.I.F 6"
E�.
3'-6"
E�.
E�. 9'-7"
3" E�.
E�.
LAMP DISPLAY DETAIL SCALE 6" �1'
1'-2"
1'-2"
METAL CABINET 1'-2" 1'-2" DOOR PULLS 1'-2"
1'-2"
1'-2"
3"
CONCRETE FINISH FLOORING
2" �2" STEEL TUBE FRAME
E�.
SCALE 1-1/2" �1'
3
2" �2" HOT ROLLED BLAC�EN STEEL TUBE FRAME 1" � 4" WOOD FRAMING
@ LAMP HOSPITALITY NICHE SECTION ELEVATION DETAIL @ DISPLAY SCALE 1/2" �1'
SCALE 1-1/2" �1'
32
3/4" PRE-FINISHED PLYWOOD
HAFELE PEG SOC�ETS
LAMP DISPLAY MILLWOR� DETAILS
3/4" REVEAL 3/4" WALNUT CABINET DOORS
3" TOE �IC� W/ PLYWOOD LAMINATED
A724
WALNUT VENEER STORAGE CABINETS BELOW LAMP DISPLAY
CONCRETE FINISH FLOORING
3" METAL BASE REVEAL
1'-2" 2"
ELEVATION @ LAMP DISPLAY 3"
6"
SUPPORT AS RE�UIRED
1/8" HOT ROLLED BLAC�EN STEEL PLATE TO EDGE
724
1'-2"
CABINETS WITH PRE-FINISHED WOOD CARCASS
1" �1" HOT ROLLED 1" �2"STEEL WOODTUBE FRAMING FRAME
7
6
SCALE 1/2" �1'
2
1'-6" 2'-0"
13'-6" 3"
14'-0" HOSPITALITY NICHE MILLWOR� DETAILS
OSPITALITY NICHE
1/4" GLASS PLATE W/ ANTI�UE COUNTERTOP FINISH (BY ARCHITECT)
2'-4"
3/4" WALNUT VENEER CABINET DOORS
CONCRETE FINISH FLOORING
1'-2"
3/4" LAMINATED PLYWOOD COUNTER
2X 3/4" LAMINATED PLYWOOD
3"
3/4" WALNUT VENEER DRAWER FACE 1" �4" WOOD FRAMING
4'-8" o.c.
1'-2"
�UART� COMPOSITE COUNTERTOP WITH 1-1/2" FRONT EDGE
4
3/4" REVEAL
3" METAL BASE REVEAL
1'-2"
WALLCOVER ON WALL SURFACE TO BE PROVIDED BY DONGHIA
NOTE: CONTRACTOR TO PROVIDE SHOP BLAC�EN STEEL METAL CABINET DOOR PULLS 1/8" HOT ROLLED DRAWINGS FOR ARCHITECTS WELDED CONTINUOUS @ EDGE APPROVAL. PLEASE PROVIDED 3/4" FLUSH OVERLAY WOOD DOORS DRAWINGS PRIOR TO FABRICATION. AND DRAWER W/ WALNUT VENEER
1ST PLAN CHEC� SUBMITTAL 01/17/2018
3/4" REVEAL 2X 3/4" LAMINATED PLYWOOD COUNTERTOP METAL CABINET DOOR PULLS
724
TOP. SEE DETAIL 3 ON THIS PAGE FOR MORE INFORMATION
REVISIONS 03/19/2018
7
EXISTING COLUMN
SCHEMATIC DESIGN 11/01/2017
CONCRETE FINISH FLOORING FLUSH PAINTED MDF PRIME BASEBOARD W/ 1/2" �ERF
3"
3
3
3/4" REVEAL
3/4" PRE-FINISHED WOOD CARCASS
14'-0"
722
2'-9"
PLYWOOD LAMINATED
1/8" HOT ROLLED BLAC�EN STEEL WELDED CONTINUOUS @ EDGE
724
2'-4"
4
1'-2"
PROPOSED �UART� COMPOSITE
OC�ETS FRAME TUBE
SCALE 6" �1'
REVISIONS
3
1" �1" HOT ROLLED STEEL TUBE FRAME
WALNUT VENEER STORAGE CABINETS BELOW LAMP DISPLAY
2'-8"
INTEGRATED DOOR TO MATCH
1'-2" CABINETRY 1'-2"
LAMP DISPLAYPLATE CABINET DOOR POOL DETAIL
REVISIONS 03/01/2018
SCALE 1/2" �1'
3/4" WALNUT CABINET DOORS
24" UNDER CABINETS REFRIGERATOR W/
1'-2"
REVISIONS 02/21/2018
2
1'-11"
3/4" REVEAL
3" BAC�SPLASH HAFELE PEG SOC�ETS
ISH FLOORING
724
FLUSH OVERLAYING OVERLAY 3/4" WALNUT CABINET DOORS
3"
NISH FLOORING
3
5
3
1/8" HOT ROLLED BLAC�EN STEEL
1
PLAN @ LAMP DISPLAY LOWER SURFACE
2" �2" HOT ROLLED BLAC�EN STEEL TUBE FRAME
1/8" HOT ROLLED BLAC�EN STEEL PLATE TO EDGE NEW WINGBAY HEADER TO MATCH REVEAL EXISTING CONDITIONS 3/4" REVEAL
NOTES: CONTRACTOR TO PROVIDE SHOP 3" METAL BASE REVEAL DRAWINGS OF HOSPITALITY NICHE FOR 7 ARCHITECTS APPROVAL. PLEASE BLOC�ING NEEDED BETWEEN PROVIDEDAS DRAWINGS PRIOR TO 724 CONCRETE FINISH FLOORING FABRICATION.
13'-6" 4'-6"
2'-3"
E REVEAL
P DISPLAY
1
VERTICAL POSTS
3"
10'-0"
PRE-FINISHED
1
SHOP DRAWINGS OF HOSPITALITY REVISIONS NICHE FOR ARCHITECTS APPROVAL. 1 PLEASE PROVIDED 02/21/2018 DRAWINGS PRIOR TO FABRICATION. REVISIONS 2 03/01/2018
2" �2" HOT ROLLED BLAC�EN STEEL TUBE FRAME
4
1/4" GLASS PLATE W/ ANTI�UE FINISH (BY ARCHITECT)
3"
1ST PLAN CHEC� SUBMITTAL 01/17/2018 NOTE: CONTRACTOR TO PROVIDE
BAC�SPLASH �UART� COMPOSITE
TUBE FRAME
2'-4"
724
5'-2"
ASE REVEAL ERLAY WOOD DOORS W/ WALNUT VENEER E FINISH FLOORING
SHED S TUBEWOOD EL FRAME CARCASS
2'-1"3"
2'-3"
NISHED WOOD CARCASS
SCALE 1/2" �1'
1/8" HOT ROLLED BLAC�EN STEEL PLATE 2" �2" HOT ROLLED BLAC�EN STEEL 4'-8" o.c.
2"
4
T DOOR PULLS SOC�ETS
CALE 1-1/2" �1'
HOSPITALITY NICHE PLAN 1" �1" HOT ROLLED STEEL TUBE
SCHEMATIC DESIGN 11/01/2017
4"
CABINET DOORS
2'-8"
724
5'-2"
PLYWOOD COUNTER G SOC�ETS
4'-8" o.c.
2'-4" 4
2'-6"
OSITE COUNTERTOP NEEDED BETWEEN UT CABINET ONT EDGE DOORS STS
MP DISPLAY
2X 3/4" PLYWOOD COUNTERTOP
1"
2'-8"2"
AS NEEDED BETWEEN �UART� COMPOSITE POSTS
SCALE 1-1/2" �1'
1/4" GLASS PLATE W/ ANTI�UE FINISH (BY ARCHITECT)
3"
13'-6"
724
7 SCALE 6" 1/2" SCALE �1'�1'
1" 12
5 724
5'-2"
SS
6
3"
METAL CABINET DOOR PULLS TO MATCH STEEL TUBES
1ST PLAN CHEC� SUBMITTAL 01/17/2018
2
�UART� COMPOSITE COUNTERTOP WITH 1-1/2" FRONT EDGE
5'-2"
5 724
REVISIONS
3/4" WALNUT CABINET CONTINUOUS ELECTRICAL STRIP IN DOORS RECESSED TROUGH
8"
8687 Melrose Ave Los Angeles, CA 90069
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
CONTINUOUS ELECTRICAL STRIP IN RECESSED TROUGH
2'-3"
L
ABINET SURFACES WITH N WALL SURFACES SURFACE TO INET WITH ED BY DONGHIA CASS
4
724
EXISTING COLUMNBY G.C CABINETRY. INSTALLED
DONGHIA SHOWROOM CONCRETE FINISH FLOORING
1'-2"
REVISIONS
EXISTING COLUMN
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
722
724
DONGHIA SHOWROOM Pacific Design 4'-8" o.c. CenterBlue Building 6th Floor - Suite B624
SCHEMATIC DESIGN 11/01/2017
@ CABINETRY DOOR PULLS LAMP DISPLAYPLAN CABINET DOOR POOL DETAIL
4
UNDER CABINETS REFRIGERATOR 18Ø24" SHADE LAMPS PROVIDED BYW/ FLUSH OVERLAYING OVERLAY DONGHIA INTEGRATED DOOR TO MATCH
7242
722
3
SCALE 1/2" �1'
6
3/4" WALNUT CABINET DOORS
5"
6"
1 724
1 724
BELOW COUNTERTOP.
3
3/4"
2'-0"
2'-8"
TROUGH
TOR TO COUNTERTOP PROVIDE WOOD S OF HOSPITALITY ITECTS APPROVAL.STEEL ED BLAC�EN ED DRAWINGS PRIOR . OLLED BLAC�EN STEEL
SCALE 1/2" �1'
PROPOSED �UART� COMPOSITE
COUNTER TOP. CABINET STORAGE PLAN @ LAMP DISPLAY LOWER SURFACE
SCALE 6" �1'
3/4" WALNUT CABINET DOORS
METAL CABINET DOOR PULLS TO MATCH STEEL TUBES
2" �SEE 2" HOT ROLLED INFORMATION OF BLAC�EN WALL TYPE 3STEEL ON SHEET A200 FOR MORE INFORMATION TUBE FRAME
ELECTRICAL STRIP IN ROUGH
4'-8" o.c.
METAL CABINET DOOR PULLS
PLAN @ LAMP DISPLAY LOWER SURFACE
PROPOSED NEW WALL WITH ONE LAYER OF 5/8" PLYWOOD BLOC�ING.
HED PLYWOOD
3'-6"
2" �2" HOT ROLLED BLAC�EN STEEL TUBE FRAME EXISTING WINGBAY HEADER ABOVE
1/8" HOT ROLLEDBLAC�EN BLAC�EN STEEL 1" HOT ROLLED STEEL TUBE PLATE FRAMING. SEE DETAIL 5 ON THIS PAGE FOR FRAME LAYOUT EXISTING WALL TO BE DEMOLISHED
LAMPS PROVIDED BY
US ELECTRICAL STRIP IN OOD COUNTERTOP
LAMP DISPLAY DETAIL
1/8" HOT ROLLED BLAC�EN STEEL PLATE 8" 1'-2"
1-1/2"
2
3/4"
RECESSED TROUGH SCALE 1/2" DRAWINGS PRIOR TO FABRICATION.
3/4"
APPROVAL. PLEASE PROVIDED CONTINUOUS POWER STRIP
1/4" GLASS PLATE W/ ANTI�UE FINISH (BY ARCHITECT)
1-1/2"
3 724 1'-6" o.c.
1'-6" o.c.
8"
2
3/4"
3'-6"
1'-2"
3"
3/4"
4'-8" o.c.
4'-8" o.c.
3'-0"
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
A724
14'-0"
NOTE: CONTRACTOR TO PROVIDE
SHOP DRAWINGS FOR ARCHITECTS ELEVATION @ LAMP DISPLAY CONTINUOUS ELECTRICAL STRIP IN
EXISTING WINGBAY DISPLAYS CONCRETE FINISH FLOORING
1'-2"
2" �2" HOT ROLLED BLAC�EN STEEL TUBE FRAME
DRAWINGS PRIOR TO FABRICATION.
5
LAMP DISPLAY MILLWOR� DETAILS
3/4" WALNUT CABINET DOORS
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS ARCHITECTS NOTE: CONTRACTORFOR TO PROVIDE SHOP DRAWINGS PLEASE FOR ARCHITECTS APPROVAL. PROVIDED APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
2
DONGHIA SHOWROOM CONCRETE FINISH FLOORING
LED BLAC�EN STEEL TUBE SEE DETAIL 5 ON THIS PAGE E LAYOUT
SCALE 1/2" �1' 1" �4" WOOD FRAMING
CONCRETE FINISH FLOORING
14'-0"
PLAN @ LAMP DISPLAY FRAMING
3/4"
DONGHIA 3" METAL BASE REVEAL
1'-2"
1-1/2"
8"
3"
1'-2"
3/4"
3
1'-2"
3"
14'-0"
D BLAC�EN STEEL TUBE E DETAIL 5 ON THIS PAGE AYOUT P USDISPLAY POWER STRIP
OLLED BLAC�EN STEEL
1'-2"
13'-6"
3"
PLATE W/ ANTI�UE ARCHITECT)
1'-2"
1" 12
3"
RACTOR TO PROVIDE TUBE NGS FRAME FOR ARCHITECTS LEASE PROVIDED RIOR TO FABRICATION.
1'-2"
CONTINUOUS ELECTRICAL STRIP IN RECESSED TROUGH
8"
1" 12
1'-2"
3'-6"
CHITECT) NISH FLOORING
1'-2"
1'-2"
DO CON
5/8" GYP. BD.
1" �2" WOOD FRAMING
3/4" REVEAL WALNUT VENEER STORAGE CABINETS PLAN @ LAMP DISPLAY FRAMING BELOW LAMP DISPLAY 18Ø SHADE LAMPS PROVIDED BY 5 4'-8" o.c. SCALE 1/2" �1'
8687 Melrose Ave Los Angeles, CA 90069
1" HOT ROLLED BLAC�EN STEEL TUBE FRAMING
3"
1'-2"
2X 3/4" LAMINATED PLYWOOD COUNTERTOP
3/4"
1'-2"
4'-8" o.c.
2'-0 1/2" o.c.
4'-8" o.c.
DONGHIA TIGHESHOWROOM ARCHITECTURE INC. Pacific Design Center5747 VENICE BLVD Blue Building LOS ANGELES, CA 90019 6th Floor Suite B624 t. -323.424.7594 TIGHEARCHITECTURE.COM 8687 Melrose Ave Los Angeles, CA 90069
724
3'-6"
1'-2"
1'-2"
REVISIONS 03/19/2018
1/4" GLASS PLATE W/ ANTI�UE FINISH (BY ARCHITECT)
1/8" HOT ROLLED BLAC�EN STEEL 2 WELDED CONTINUOUS @ EDGE
3
3"
2'-8"
1'-2"
8"
DONGHIA SHOWROOM Pacific Design CenterBlue Building 6th Floor - Suite B624
2" �2" HOT ROLLED BLAC�EN STEEL TUBE FRAME
724
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
1/8" HOT ROLLED BLAC�EN STEEL PLATE TO EDGE
7 724
2'-3"
E REVEAL ATE W/PROVIDED ANTI�UE LAMPS BY
14'-0"
2'-4"
724
724
5'-2"
POWER STRIP
4'-8" o.c.
724
4
OC�ETS
HED WOOD CARCASS
2
3
4'-8" o.c.
2'-4"
REVISIONS 03/01/2018
3
5
SCALE 1/2" �1'
2" �2" HOT ROLLED BLAC�EN STEEL 1" � 1" HOT ROLLED STEEL TUBE TUBE FRAME FRAME
1" HOT ROLLED BLAC�EN STEEL 2" � 2" HOT ROLLED BLAC�EN STEEL TUBE FRAMING TUBE FRAME
2
4'-8"
3"
13'-6"
724
1
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
7
2
3"
PLAN @ LAMP DISPLAY FRAMING
1/4" GLASS PLATE W/ ANTI�UE FINISH (BY ARCHITECT)
REVISIONS 02/21/2018
10'-0"
3"
3"
SS
CTOR TO PROVIDE NEEDED BETWEEN S TS FOR ARCHITECTS ASE PROVIDED OR TO FABRICATION. CABINET DOORS
ALE 1-1/2" �1'
3"
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECTS 1/4" GLASS PLATE W/ ANTI�UE APPROVAL. PROVIDED FINISHPLEASE (BY ARCHITECT) DRAWINGS PRIOR TO FABRICATION.
1
3"
3'-0"
2'-0 1/2" o.c.
4'-8" o.c.
4'-8" o.c.
SCALE 6" �1'
3"
3"
3"
5
NET SURFACES WITH
3'-0"
724
AMPS PROVIDED BY
13'-6"
4'-8" o.c.
724
13'-6"
LAMP DISPLAY CABINET DOOR POOL DETAIL
4
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECTS APPROVAL. PLEASE PROVIDED EXISTING COLUMN DRAWINGS PRIOR TO FABRICATION.
3
1
ED BLAC�EN STEEL
724
1ST PLAN CHEC� SUBMITTAL 01/17/2018
1-1/2"
3" 2'-0 1/2" o.c.
SCALE 1/2" �1'
SCALE 1/2" �1'
SCHEMATIC DESIGN TIGHEARCHITECTURE.COM 11/01/2017
1" HOT ROLLED BLAC�EN STEEL TUBE FRAMING
1
SCALE 1/2" �1'
OD COUNTERTOP
METAL CABINET DOOR PULLS TO MATCH STEEL TUBES
2'-0 1/2" o.c.
LAMP DISPLAY PLAN
LAMP DISPLAY PLAN
TIGHE ARCHITECTURE INC. 5747 VENICE BLVD CA 90019 t. 323.424.7594
3/4" WALNUT CABINET DOORS
2" �2" HOT ROLLED BLAC�EN STEEL TUBE FRAME
PLAN 2 @ LAMP DISPLAY LOWER SURFACE
3
ELECTRICAL STRIP IN OUGH
3/4"
1/8" HOT ROLLED BLAC�EN STEEL PLATE
SCALE 1/2" �1'
LOS ANGELES, REVISIONS
1-1/2"
3/4"
3'-0"
3"
2'-0"
MPS PROVIDED BY
724
6"
DONGHIA SHOWROOM CONCRETE FINISH FLOORING
CONTINUOUS ELECTRICAL STRIP IN RECESSED TROUGH
2 DONGHIA SHOWROOM CONCRETE 724FINISH FLOORING
724
E�.
2'-0"
3/4"
3'-6"
8"
14'-0"
3
LLED BLAC�EN STEEL
E�.
9'-7"
1/4" GLASS PLATE W/ ANTI�UE FINISH (BY ARCHITECT)
3"
E�.
ELEVATION @ HOSPITALITY NICHE
SCALE 1-1/2" �1'
1'-2"
2" �2" HOT ROLLED BLAC�EN STEEL TUBE FRAME
D BLAC�EN STEEL TUBE DETAIL 5 ON THIS PAGE AYOUT
E�.
2'-6"
4'-8" o.c. 4'-8" o.c.
4'-8" o.c.
3'-6"
STORAGE CABINETRY BELOW
E�.
14'-0"
NOTE: CONTRACTOR TO PROVIDE SHOP
DRAWINGS FOR ARCHITECTS SECTION DETAIL @ HOSPITALITY NICHE APPROVAL. PLEASE PROVIDED 3 2'-0 1/2" o.c. DRAWINGS PRIOR TO FABRICATION. 4'-8" o.c.
3"
ATE W/ ANTI�UE CHITECT)
CONCRETE FINISH FLOORING
E�.
V.I.F 6"
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
13'-6"
2'-0 1/2" o.c. 1'-2"
SCALE 1/2" �1'
3
POWER STRIP
8"
FLUSH PAINTED MDF PRIME BASEBOARD W/ 1/2" �ERF
724
2
14'-0"
Total � 32+ La��s Shades = 18" Ø
1
2'-0"
724
LAMP DISPLAY 2 ROWS W/ 18 LAMPS EACH ROW. STORAGE SHELVING BELOW.
TOR TO PROVIDE S FOR ARCHITECTS ASE PROVIDED R TO FABRICATION.
SCALE 1/2" �1'
3"
2"
LAMP DISPLAY PLAN
STORAGE CABINETRY BELOW
5
3"
3"
PLAN @ LAMP DISPLAY FRAMING
INC.
LOS ANGELES, CA 90019
724
CONCRETE FINISH FLOORING DONGHIA SHOWROOM CONCRETE FINISH FLOORING
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
1
3 722
1METAL CABINET DOOR PULLS
Total � 32+ La��s Shades = 18" Ø
3'-0"
TIGHE ARCHITECTURE INC. 5747 VENICE BLVD LOS ANGELES, CA 90019 t. 323.424.7594 TIGHEARCHITECTURE.COM
�UART� COMPOSITE COUNTERTOP WITH 1-1/2" FRONT EDGE
2'-0"
DONGHIA SHOWROOM CONCRETE FINISH FLOORING
LAMP DISPLAY 2 ROWS W/ 18 LAMPS EACH ROW. STORAGE SHELVING BELOW.
SCALE 1/2" �1'
BAC�SPLASH �UART� COMPOSITE
2'-6"
NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECTS APPROVAL. PLEASE PROVIDED DRAWINGS PRIOR TO FABRICATION.
HOSPITALITY NICHE PLAN
WALLCOVER ON WALL SURFACE TO BE PROVIDED BY DONGHIA
3'-6" STORAGE CABINETRY BELOW
ELEVATION @ CABINETRY DOOR PULLS SCALE 1/2" �1'
5
A722
CONCRETE FINISH FLOORING 3" 2"
LAMP DISPLAY DETAIL SCALE 6" �1'
6
SECTION DETAIL @ HOSPITALITY NICHE 3 ELEVATION @ LAMP DISPLAY SCALE 1-1/2" �1' 2 SCALE 1/2" �1'
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 33
LAMP D
CONSTRUCTION COMPLETED: WINTER 2019
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 34
CRANDON PARK TENNIS CENTER
LOCATION: KEY BISCAYNE, FL
FIRM: BEA ARCHITECTURE PROJECT ROLE: PROJECT DESIGNER PROGRAM: SPORTS & RECREATIONAL MASTER PLAN SIZE: 14 ACRES + 13,800 SEAT STADIUM PROJECT STATUS: STADIUM COMPLETED - FALL 2014
11
10
10
1 2
COURT 1 COURT 2
4 5
TICKET / WILLA CALL OFFICE & SECURITY EXISTING STADIUM
6
CENTER PLAZA FEATURE T.B.D.
7
FOOD COURT PAVILLION & CLOCK TOWER
8
GRANDSTAND
9
VIDEO BOARD PLAZA
10
BAYWALK
11
PROPOSED CANOPY FOR FOOD COURT
12
LOUNGE AREA AND LARGE SCREEN
12
9
10 GRANDSTAND PROPOSAL COVER TENSILE STRUCTURE: DIMENSIONS PERSPECTIVE 3WITHOUT JUNE 16, 2014
LANDSIDE EDGE OF MANGROVE CANOPY
1
a
b
CRANDON PARK TENNIS CENTER IS THE SITE TO ONE OF THE NINE TOURNAMENTS THAT ARE PART OF THE MASTERS 1000 AND DUE TO ITS PRESTIAGANESS IT REQUIRED FOR A NEW MASTER PLAN. CLIENTS CONTACTED BEA ARCHITECTS WHO WERE AWARD FOR THE DESIGN OF FLORIDA INTERNATIONAL UNIVERSITY FOOTBALL FACILTY, TO DESIGN EIGHT PERCENT OF THE DEAD SPACE THAT AT THE MOMENT SURROUNDS THE EXSISTING SITE. IN THIS PROJECT I WAS GIVEN THE OPPORTUNITY TO WORK CLOSELY WITH THE CLIENTS AND CO ASSISTED COPRINCIPAL JOHN COLAO IN DESIGNING THE SECOND TENNIS STADIUM IN CRANDON PARK, THE GRANDSTAND. FURTHERMORE BRUNO ELIAS RAMOS REQUESTED TO ASSIST HIM IN THE DESIGN OF A SHADING STRUCTURE THAT WOULD HAVE MULTIPLE FUNCTIONS AS WELL A BEAUTIFUL STEEL CAGE WHICH CONTAINS VEGETATION.A 3
GRANDSTAND PROPOSAL COVER TENSILE STRUCTURE: DIMENSIONS PERSPECTIVE 4WITHOUT JUNE 16, 2014
c
24”
4
44’ 8-1/4”
c
44’ 8-1/4”
a
b
89’ 4-1/2”
4
PART OF THE DESIGNING THE MASTER PLAN AT CRANDON PARK WAS TO PROPOSE A SHADING STRUCTURE WHICH WOULD ACTIVATE THE MAIN PLAZA SPACE DURING TOURNAMENT. THE CLIENT REQUESTED A STRUCTURE WHICH WOULD BE STOOD UP DURING SEASON AND PROJECT RESPONSIBILITIES: BROUGHT DOWN DURING OFFSEASON. ATTACHED TO THEM WOULD BE LARGE PIECES OF - DESIGNER THROUGH CONCEPT DEVELOPMENT, SD, DD, CD SETS. CUSTOM CANOPIES WHICH WOULD TAKE ADVANTAGE OF TROPICAL BREEZES AND PROVIDE - LEAD DESIGNER FOR MAIN PLAZA SHADING STRUCTURE. PROTECTION FROM THE INCLEMENT WEATHER. IN THIS PROJECT I WAS GIVEN THE OPPORTUNITY - CONTRIBUTE IN THE MODEL OF THE CRANDON PARK STADIUM. TO PROPOSE SCHEME WHICH ALSO BECAME A CAGE TO BEAUTIFUL BUGAMBILIAS. THE FINAL - RENDERED MASTER PLAN AND ALL CONCEPT 3D IMAGES. DESIGN WAS SUBMITTED TO THE REPRESENTATIVES OF HE MIAMI OPEN AND BOARD MEMBERS OF THE CRANDON PARK TENNIS CENTER WHICH APPROVED THE FINAL OUTCOME. CLIENT CITY OF KEY BISCAYNE + MIAMI OPEN 4x12 Steel Columns 1’
1
8’
COLLABORATORS ROSSETTI ARCHITECTS
2
I
TIGHE TEAM MEMBERS MARIO ORTEGA ADAM QUESADA
H G
32’
4x12 Steel Columns
F
3 E
27’
3 Elev
24’
D
21’ 18’
C
15’ 12’
B
9’ 6’
A
a
3’
4
Elevation A
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 35
89’ 4-1/2”
4 Plan Detail of Ground Plate
2 Detail of Ring Holders
A 1-1/2”
4” in diameter 15’ 4-1/4””
F
1/2”
4’’
1-1/2”
3/4” 2”
1’ 1” 8-1/2” 2”
1’
3-5/8”
13’ 11””
G 2 Detail of Ring Holders
4x12 Steel Columns
8-5/8”
9’
3-1/2”
8’ 1-1/2”
1/2”
4’’
2
1’
12’ 5-1/4””
I
H
8-1/2”
H
32’
12’’
G F
a
3 E
1
4x12 Steel Columns
c
8-5/8”
2
21’
10’ 11””
18’
I
15’ I
12’
B
9’
H
6’
A
3
3’
32’
12’’
G
4x12 Steel Columns
Elevation A
24”
4”
F
32’
4
4”
b
a
c
E
12”
1 Elevations: Tall Vertical 24’
D
c
3 Elevations: Short Vertical 1
15’
a 9’
3
6’
A
4”
b
12’
B
b
WITHOUT COVER TENSILE STRUCTURE: DIMENSIONS
a
21’
Ring Planb View
a
3
Ground level: Concrete topping
27’
4’’
18’
C
c
9’
3-1/2”
8’
3 Elevations: Short Vertical
24’
C
1” 2”
31’
8-5/8”
4’’
b
27’ D
3-1/2”
c
3’
24”
4
4”
4
44’ 8-1/4”
16”
89’ 4-1/2”
WITHOUT COVER TENSILE STRUCTURE: DIMENSIONS
a b
4” diameter in thickness of all pipes
Elevation A
4 Elevation Detail of Ground Plate
4 Plan Detail of Ground Plate
c
44’ 8-1/4”
4 Plan
A
165’ 11-1/2” (overall length of canopy fabric)
4” in diameter
2 De
1’ 8-1/2”
4x12 Steel Columns
1
8-5/8” 8’
2
2 Detail of Ring Holders 1
I
a
21’ 5-1/2”
A
20’ 6-1/2”
B
H
b
3
4x12 Steel Columns
1-1/2”
4
F
32’
c
1/2”
3
E
21’
a
18’
C
b
15’
4”
4” diameter 6’ in thickness 3’ 3/4” of all pipes
A
4 Elevation Detail of Ground Plate
1’
a
1
1” 2”
A
C
9’
2”
4
4 Plan Detail of Ground Plate
8-1/2” b
1-1/2”
16”
89’ 4-1/2”
19’ 4”
12’
B
4”
b
3 Elevations
24’
D c
44’ 8-1/4”
a
27’
Ground level: Concrete topping
12”
24”
4’’
44’ 8-1/4”
12’’
G
18’ 0-3/4”
4” in diameter
D
Elevation A
165’ 11-1/2” (overall length 3-5/8” of canopy fabric)
1’
3 16’ 8-1/2””
c
8-5/8”
44’ 8-1/4”
9’
3-1/2”
8’
c
44’ 8-1/4”
a b
2 Detail of Ring Holders
4” 15’ 4-1/4””
4” 1-1/2”
16”
1’ 1”
1
a
2”
8-5/8”
3-1/2”
c
12’’
9’
3-1/2”
4x12 Steel Columns
c
F
24”
E
a
3
27’
c
a
4’’
b
c
15’
4”
9’
20’ 6-1/2”
10’ 11””
2 Detail of Ring Holders
I 19’ 4”
1/2” 4” 4 Elevation1-1/2” Detail of Ground Plate 4’’
4
Elevation A
b
a
16”
4” diameter in thickness c of all pipes
C
4”
Ring Plan View
1 Elevations: Tall Vertical
4 Plan Detail of Ground Plate
1-1/2”
1’
2”
4” in diameter
3/4”
18’ 0-3/4”
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 36 165’ 11-1/2” 1”
8-1/2”
WITHOUT COVER TENSILE STRUCTURE: DIMENSIONS
B
Ground level: Concrete topping
3’
89’ 4-1/2”
H
31’
8-5/8”
4”
6’
A
A
3 Elevations: Short Vertical
12’
B
3-1/2”
21’ 18’
b
C
12’’
12”
24’
D
Short Vertical 44’ 8-1/4” 3 Elevations:
21’ 5-1/2”
12’ 5-1/4”” 32’
b
G
31’
8-5/8”
4’’ 3
G
32’
13’ 11””
165’ 11-1/2” (overall length of canopy fabric)
4” in diameter
32’
2
I
a
1’
3-5/8”
4 Plan Detail of Ground Plate
H
3
2”
8’
A b
3/4”
8-1/2”
4x12 Steel Columns
4” diameter in thickness of all pipes
4 Elevation Detail of Ground Plate 1-1/2”
89’ 4-1/2”
F
1/2”
4’’
1
Ground level: E Concrete topping
12” WITHOUT COVER TENSILE STRUCTURE: DIMENSIONS
24”
4
(overall length of canopy fabric)
3-5/8”
2”
D
1’
TUBULAR WALL
LOCATION: CULVER CITY, CA
FIRM: EHRLICH YANAI RHEE CHANEY ARCHITECTS PROJECT ROLE: PROJECT DESIGNER/FABRICATOR PROGRAM: ARCHITECTURAL INSTALLATION SIZE: 350 SQFT. PROJECT STATUS: COMPLETED - SUMMER 2015
NINE DIFFERENT CO REPRESENT A DIFF TUBE LENGTH. E1.
E2.
3-1/4” DIAMETER
CONSTRUCTION MODULES
TUBES (15 TOTAL) THE SUMMER OF 2015 EYRC ARCHITECTSCARDBOARD HOSTED AN “OASIS” FOR THOUSANDS OF BYPASSERS WHOM PARTICIPATED IN CICLAVIA-CULVER CITY. BIKERS, ROLLERBLADERS, RUNNERS, AND THOSE WHO JUST WALKED WERE INVITED TO STOP BY THE FIRM’S PARKING LOT TO REST, SNACK, DANCE AND ENJOY THE OUTDOOR INSTALLATION. FOR THIS PROJECT I WAS APPOINTED BY PARTNER PATTI RHEE TO DESIGN THE INSTALLATION AND LEAD THE ASSEMBLY TEAM. A2.
B2.
B1.
C1.
D1.
D3.
Assembly Guidelines: - 2in. Tubes = 164 total tubes
- 5in. Tubes = 261 total tubes
- 3in. Tubes = 124 total tubes
- 6in. Tubes = 297 total tubes
- 15in. Tubes = 166 total tubes
- 4in. Tubes = 183 total tubes
- 9in. Tubes = 340 total tubes
- 18in. Tubes = 85 total tubes
- 12in. Tubes = 336 total tubes
Subtotal of Tubes = 1,956 total tubes Total Linear Inches = 15,631in.
NINE DIFFERENT COLORS REPRESENT A DIFFERENT TUBE LENGTH. E1.
CONSTRUCTION MODULES (15 TOTAL)
D4.
E2.
E3.
E4.
3’ - 6”
COLLABORATORS PATRICIA RHEE MATHEW CHANEY MEL DE LEON MARK KIM
D2.
THE PROPOSED STRUCTURE HAD TO BE CONSTRUCTED USING RECYCLED MATERIAL WHICH WOULD WITHSTAND SUMMER HEAT AND OTHER SUMMER CONDITIONS. DEVICES AND STRADEGIES WERE CREATED TO ALLOW THE ASSEMBLY OF MODULES A LOT MORE FEASIBLE FOR MYSELF AND THE REST OF THE TEAM. THE DESIGNING PHASE OF THE TUBULAR WALL TOOK A TOTAL OF ONE WEEK. IN THE TESTING PHASE A TOTAL OF THREE TO FOUR DAYS WERE 13’ - 9” 17’ - 4” USED TO TRY DIFFERENT CONNECTIONS, WHICH WAS SOLVED BY PREFABRICATING HOLES FOR 11” RIVETS. FINALLY, THE FINAL CONSTRUCTION PHASE WHICH TOOK TOTAL TWO34’ -WEEKS, WAS CHANGING TUBE LENGTHS YELLOW TUBES DEPICT CREATE AN UNDULATING THE TURNING POINTS OF ACCOMPLISHED BY MANY HOURS OF LABOR WITH THE HELP AND GUIDEDANCE OF THE GREAT EFFECT. THE TUBULAR WALL TEAM AT EHRLICH ARCHITECTS. THE TUBULAR WALL WAS A GREAT ACCOMPLISHMENT WHICH APPRECIATED BY THE CITY OF LOS ANGELES AND SOCIAL MEDIA. A1.
PROJECT RESPONSIBILITIES: - LEAD DESIGNER AND FABRICATOR - COLLECTED RECYCLED CARDBOARD TUBES FROM LOCAL PRINTING COPIES. - DEVELOPED STRUCTURAL CONSTRUCTION STADEGIES. - CONSTRUCTED VARIOUS PROTOTYPES FOR INSTALLATION. - STRADEGIZED MODULAR SYSTEMS FOR TUBULAR WALL FOR CONSTRUCTION, STORAGE, AND TRAVEL.
C2.
3-1/4” DIAMETER CARDBOARD TUBES
B2.
C2.
A1.
B1.
C1.
D2.
D4.
D1.
D3.
10’ - 0”
A2.
6’ - 6”
F1.
13’ - 9”
17’ - 4”
3’ - 10”
34’ - 11” CHANGING TUBE LENGTHS CREATE AN UNDULATING EFFECT.
YELLOW TUBES DEPICT THE TURNING POINTS OF THE TUBULAR WALL
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 37
CONSTRUCTION COMPLETED: WINTER 2019
Exisiting Alleyway Driveway = 22’-0” Dumpsters
Food Truck 1 285’ x 93’ x 11’
Food Truck 2 285’ x 93’ x 11’
Storage Container
Exterior Patio (Exhibition Space)
1’-2”
Existing Building (EYRC Architects)
1’-0”
2’-0”
Tubular Wall
1’-6”
Food Truck 4 285’ x 93’ x 11’
DJ Booth
6”
Bike Station
Food Truck 3 285’ x 93’ x 11’
N 0’ 5’
gton
in Wash
15’
30’
Blvd. garage
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 38
SEEMLY RECOGNIZABLE
LOCATION: LOS ANGELES, CA
EVENT: 2016 LA ART SHOW PROJECT ROLE: LEAD DESIGNER / FABRICATOR PROGRAM: ART INSTALLATION PROJECT STATUS: COMPLETED - JANUARY 2016 CURATOR: MARISA CAICHIOlO FROM BUILDING BRIDGES ART EXCHANGE
THE INSTALLATION CREATED FOR THE LA ART SHOW 2016 IS A CREATION BY EMERGING ARTISTS WITH POTENTIAL BY A GROUP OF FELLOWS AND YOUNG ARCHITECTS GRADUATING FROM LOCAL UNIVERSITIES WHO WORK IN LOCAL ARCHITECTURE FIRMS IN LOS ANGELES. THE CURATOR MARISA CAICHIOLO FROM BUILDING BRIDGES ART EXCHANGE, STATES THE FOLLOWING THE EXHIBIT: “THE CROSSOVER BETWEEN THE CONTEMPORARY ART SECTION AND THE HISTORIC ART FAIR IS BEING CARRIED OUT BY FOUR VERY YOUNG LATIN AMERICAN ARCHITECTS WHO COME FROM MEXICO, VENEZUELA AND COSTA RICA, AND THE US.”
PROJECT RESPONSIBILITIES: - LEAD CONCEPT DESIGNER - FABRICATED ACRYLIC PANELS / BOXES USING CNC MILL MACHINE. - DEVELOPED CONCEPT DESIGN STRADEGIES. - CONSTRUCTED VARIOUS PROTOTYPES FOR INSTALLATION. - STRADEGIZED EXHIBIT LAYOUT WITH DIRECTOR OF LA ART SHOW - SCRIPTED CONCEPT STATEMENT FOR ART EVENT PROGRAM AND MAGAZINE PUBLICATION NEW AGENCY: AGENCIA EFE, S.A EDITOR: CULTURA Y ARTE, LOS ANGELES + MADRID JANUARY 2016 CLIENT BUILDING BRIDGES ART EXCHANGE TEAM MEMBERS JULIANA CIANFAGLIONE JOAO VELEZQUEZ MARIA JOSE HERRERO
THE PROJECT SHOWS A LARGE NUMBER OF INFLATABLE WHITE FLAMINGOS CLUSTERED IN LARGE TRANSPARENT CUBES. THE WORK, WHICH OCCUPIES A MAIN HALL OF THE EXHIBITION HALL ACTS AS A LINK BETWEEN TWO ARTISTIC WORLDS SEPARATED IN SPACE AND HISTORY. INVESTIGATING THE THRESHOLD BETWEEN MODERNISM AND COMTEMPORARY AS A TRANSFORMATION OF FORM. “SEEMLY RECOGNIZABLE” IS INTERESTED IN THE RECOGNITION OF AN OBJECT, IN THIS CASE THE FLAMINGO, AND THE PROCESS IN WHICH THE CAPABILITY OF IDENTIFYING AN OBJECT IS LOST. PRODUCING DIFFERENT READINGS AND INTERPRETATIONS OF THE FOUND OBJECT BASED ON ALTERED PERSPECTIVES, DISFIGURATIONS, AND VARIED CONFIGURATIONS IN ORDER TO CHANGE THE IDEA (YOUR IDEA) OF WHAT SOMETHING IS AND WHAT IT CAN BE. TOP
*ALL 4 CUBE FACES ARE LAID OUT FACING UPWARD *3 DIFFERENT SCALES FOR CUT-OUTS 6” Diameter 4” Diameter 2” Diameter
3B TOP
TOP
TOP HISTORIC ART SECTION
CONTEMPORARY ART SECTION
CUBE FACES: 1/2” ARCYLIC
BOTTOM SURFACE:
1A
2A
3A
ARTIFICAL GRASS
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 39
ART EXHIBITED: JANUARY 2016
36-’6” 3’-6”
10’-0”
3’-6”
10’-0”
3’-6”
3’-6”
1A
2A
3A,3B
8’-0”
15’-0”
CONTEMPORARY ART SECTION
HISTORIC ART SECTION
3’-6”
1A
2A
ACRYLIC CUBES
3A,3B
PUNCHED VOIDS (AREAS WHERE FLAMINGOS WILL STRETCH OUT FOR ONE TO FEEL.)
OBJECTS: WHAT IS IT? DO YOU RECOGNIZE IT? DOES IT SEEM FAMILIAR? WE FIND OURSELVES SURROUNDED BY THEM AND WE RECOGNIZE THEM BY HOW THEY LOOK AND FEEL, THEIR FORM, COLOR, AND TEXTURE. FOR EXAMPLE, WE KNOW A TYPICAL CHAIR HAS FOUR LEGS, A SEAT, A BACKING, AND ARM RESTS. THESE ARE THE TYPICAL ELEMENTS OF WHICH MAKE THE OBJECT RECOGNIZABLE AS A CHAIR. IT IS NOT A ROSE OR AN ELEPHANT. IT IS A CHAIR. YET, OUR UNDERSTANDING OF THE OBJECTS COME FROM A FIXED IDEA OF HOW THINGS SHOULD LOOK AND FEEL. BUT, WHAT IF ANY OF THESE CHARACTERISTICS WERE TO CHANGE? WOULD IT STILL BE RECOGNIZABLE? WOULD IT STILL BE FAMILIAR?
FELIPE A. HERNANDEZ I PROFESSIONAL WORK SAMPLES I 40
FELIPE ANTONIO HERNANDEZ A: 10641 LA GRANGE AVE, APT 304 LOS ANGELES, CA 90025 P: 305-301-6695 E: FELIPEAH3@GMAIL.COM