2022 Architecture - Professional Work Samples

Page 1

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"

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"

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

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"

152° 12" STEEL STANDOFF BRACKETS [SSD] 3 SK#014-1

A855

59 °

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

20' - 4"

4° 6' - 9"

59 °

20"

20"20"

20"

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

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"

3' - 10 1/4"

° 55

15.2

A855

9 3/4"

26"

59°

73 ° 12"

2

11 1/4"

2' - 7 1/2"

59 °

59 °

20"

73 °

76 °

2' - 7 1/2"

76 °

7 1/2"

7 1/2" 20"

20"20"

A855

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

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"

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

° 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"

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

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"

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"

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"

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"

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"

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"

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"

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]

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


Turn static files into dynamic content formats.

Create a flipbook
Issuu converts static files into: digital portfolios, online yearbooks, online catalogs, digital photo albums and more. Sign up and create your flipbook.