ARCHITECTURAL DESIGN PORTFOLIO 2022

YIYANG SANG Architectural Designer

Yiyang Sang is an architectural designer operating in the field of visual arts, graphic design, architecture design, interior design and construction practice.

Yiyang has been practicing in the field of Architecture since 2012. His studies in architecture began with his undergraduate work at the University of Liverpool, UK. In 2017, he completed his first Masters degree at University of Liverpool where he also served as a Teaching Assistant in the design documentation curriculum. Professional experience was first gained under the employment of Atelier Deshaus, Shanghai and later at B+U and MAKEArchitecture. These experiences introduced Mr. Yiyang to restaurant, residential and office projects as well as the process a project follows from commencement to completion.

Following completion of his Graduate work, he accepted a position with MAKE Architects in Los Angeles, CA where he quickly advanced to managing such projects as the single-family residential design - Mammoth Villas in Mammoth Lakes, CA, and the comercial brewery design - Monkish Brewing in Torrance, CA. On his own during this same period he was commissioned to design several multi-family projects base in San Bernardino County and established architectural brand style together with Marriot hotel management team.

Yiyang is after AIA architect liscene right now. And he is seeking inspiration at the convergence of modern architecture design, emerging technology, and social culture trends.

+1 (213)-610-4486 (US) +86 17521176323 (China)

Address Revit Birthday

Architectural animetion CGI works/Redshift render

www.ys-architecture.com

tecture（SCI-Arc)

2017

Participated in different projects (Single family, Multi-family, Restaurant, Office and Hotel, etc) Participated the projects throughout the BIM workflow (SD/DD/CD)

Participated in project ‘ Riverside Passage’ ,‘Qintai Art Museum’ and ‘Golden Ridge Upper-cloister’

Participated the projects from design phase (SD/DD/CD)

‘New British Inventors: Inside Heather wick Studio’ Exhibition, Shanghai Volunteer guide

Rodgerton Villa

Type: Location: Status: Area: Team:

Single-Family Residence Los Angeles, CA Under Construction 2,200 SQ.FT William Beauter, Jess Mullen Carey, Yiyang Sang, Bryan Kobe

Working with the client, we assessed her needs and the existing structure and set in place three criteria; work with what exists, retain elements that still work and reuse elements where possible. Largely, the functionality of the existing two stories satisfied a portion of the owner’s needs, the exception being the kitchen and dining areas which were undersized for the clients’ lifestyle and were a major component driving the necessity of the project.

GENERAL NOTES

ROOF F.F. (934.224')54'-0"

EQUIPMENT, FIXTURES, BATHROOM ACCESSORIES, AND MILLWORK. WALL SURFACES TO BE FLUSH U.N.O. PROVIDE FURRING AS REQ'D. BD WALLS TO BE TAPED, SANDED, AND PRIMED TO LEVEL FINISH U.N.O SHALL COMPLY WITH CURRENTLY ADOPTED UBC, UPC, UMC, NEC, CODES. BATT INSULATION WITH THE FOLLOWING MIN. VALUES AT ALL WALL, FLOOR, AND ROOF ASSEMBLIES; R-15 AT R-19 AT 2x6 WALLS, R-19 FLOORS, R-30 AT ROOF ASSEMBLIES, R-21 AT 2x6 EXTERIOR WALLS. SPRINKLERS BE CONCEALED TYPE, TYP., U.N.O. CAP FINISH COLOR TO MATCH ADJ. SURFACE FINISH TYP. EXTERIOR EXPOSED STAIR TREADS AND STEPS TO SLOPE 1% MIN 2% MAX TOWARD NOSE OF TREAD, TYP. LIGHTING POWER IN CONCRETE WALLS/CEILINGS, BURY ALL CONDUITS AND J-BOXES INTO CONCRETE DO CONDUIT OR J-BOXES EXPOSED ON CONCRETE SURFACE. FRAMING CONTACT W/ CONCRETE IS TO PRESSURE TREATED. EXPOSED FLASHING, BRAKE METAL, STUCCO JOINTS TO BE PRIMED & FIELD PAINTED TO MATCH ADJ. WALL UNO.

(911.85') 31' 3rd LEVEL F.F.

(900.98') 20' 2nd LEVEL F.F.

SCALE: 03 1/4" = 1'-0" NORTHEAST

MH MG MF MC

M6 A-3.00 2 A-3.20 2 05.03 38% 36% 36% 39% 39% 39% 39% 39% 39% 39% 25% MTL2MTL2 MTL2MTL2 MTL2MTL2 MTL2MTL2 MTL2MTL2 MTL2MTL2

A ℄ 8' 0 9/16" 65% 1%

16' 4 3/4" 9' 0 3/8" 16' 4 3/4" 5' - 9 1/2" 30' 9 11/16"

PROJECT ADDRESS:

ARCHITECT: MAKE ARCHITECTURE 2664 LACY ST. LOS ANGELES, CA T: (323) 669-0278

19'9 7/8" 4' 2 9/16" 4' 1 5/8" 05.02

7'5 3/4"

12'4 1/8" 39'8 1/4" 17'7 1/2"

17'7 1/2" ISSUE

SCALE

ASP1ASP1 ASP1ASP1 WD2WD2 05.04 05.06 05.06 05.05 06.13 05.08 06.13 06.13 05.05 16'3 3/4" 26' 8 1/8" 48' 2 7/8" 20'5 1/8" 16' 7 3/8" 8' 9 1/4" 22' 10 1/4" 26' 8 1/8" 6' 9 25/32" 14'9 15/16" 19' 10 11/32" 9' - 6 5/32" 11' 8 19/32" 100' 9 29/32" 06.16 06.17 05.07 06.16 02.01 02.02 5'1" 17'3" 13'0 1/8" 5'2 1/2" 05.04 06.17 06.16 10'11 1/32" 134.43 131.72 121.05 126.49 126.42 127.45 125.63 121.26 120.64 2% WP9WP9 125.37 06.16 GENERAL NOTES A. B. C. D. E. IN NO CASE SHALL DIMENSIONS BE SCALED FROM DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH SUBSEQUENT WORK. ALL DIMENSIONS ARE TO FACE OF SHEATHING UNLESS OTHERWISE NOTED. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB

WITH A MINIMUM OF CUTTING. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACES, BACK-UP PLATES AND SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL AND ELECTRICAL EQUIPMENT, FIXTURES, BATHROOM ACCESSORIES, GRAB BARS, MILLWORK

RECORD:

YIYANG SANG

二 零 二 二

B C D E

110.46 2% 25'8"

ADDRESS:

PROJECT

111.08

OUTDOOROUTDOOR PATIOPATIO 104

ENTRANCEENTRANCE PATIOPATIO 103

12'4 7/8" 1'7 1/4"

STRUCTURAL ENGINEER:

OUTDOOROUTDOOR PATIOPATIO 101

CLIENT: OMAR L. GARZA 600 WILSHIRE LOS ANGELES,CA T: (213) 926-8708 F: (213) 627-6687

LIVING ROOM 100 STUDIOSTUDIO 102

110.56

4'4 5/8"

A ℄ F.S 4'9 3/4"

110.56

12

8'11 1/4" 8'9 3/4" 1'11 7/8" 9'1 7/16"

7' 6 3/8" 17'10 7/8" 2%

10 1 A-4.00

14

11

UP 16

4'0 3/8" 3'10 5/8"

23' 2" 6' 9 1/4" 10' - 0 5/8" 6' - 4 1/8" 8' - 0 5/8"

9'2 1/2" 12'0 3/8"

STAIR#1 7' 9" 6' - 4 1/8" 2' 3 5/8" 03.01

03.01 -0' - 2 1/32"

GENERAL NOTES

21 20

15

13

2% 4'10 13/16"

111.04 25'8" 14'0 1/4"

1 2 3

ポ ト フ ォ リ オ 二 零 二 二

A. B. C. D. E.

39'8 1/4"

A-4.10 A-3.00 1 A-3.20 1 A-4.00

1562 S Spaulding Plan Check Submittal ADU 1st Floor Plan

1562 S SPAULDING LOS ANGELES, TOM ROTCHFORD 22028 VENTURA 207 WOODLAND T: (818) 347-6096 F: (818) 347-9473 FLOOR PLAN KEYNOTES NO. KEYNOTE 03.01 CONCRETE SLAB. REF. CIVIL & STRUCTURAL DWGS. FOR ADD. INFO. SLOPE AWAY FROM BUILDING @ 2% MIN. @5'-0"MIN. SLOPE. SEAL W/PRODUCT RECOMMENDED BY MANUFACTURER, PROSOCO OR EQ.

THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH SUBSEQUENT WORK. ALL DIMENSIONS ARE TO FACE OF SHEATHING UNLESS OTHERWISE NOTED. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB AND TOP UNDERLAYMENT UNLESS OTHERWISE NOTED. CEILING HEIGHT DIMENSIONS ARE TO BE TO FINISHED SURFACES UNLESS NOTED OTHERWISE. DIMENSIONS MARKED "MIN." INDICATE A MINIMUM CLEARANCE THAT MUST BE MAINTAINED. REFER TO SHEET A-0.00 FOR SYMBOLS AND ABBREVIATIONS ALL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMI INSTALLATION OF PIPE CONDUITS AND DUCTWORK WITH A MINIMUM OF CUTTING. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACES, BACK-UP PLATES AND SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION OF ALL WALL MOUNTED

OR SUSPENDED MECHANICAL AND ELECTRICAL EQUIPMENT, FIXTURES, BATHROOM ACCESSORIES, GRAB BARS, MILLWORK

E.

GENERAL NOTES A.

16

15

14

13

12

11

10

F.

1562 S SPAULDING AVE, LOS ANGELES, CA 90019

1 2 3 A-4.10 1 A-4.10

1.8

@ SETBACK

- 3 19/32"

PROJECT ADDRESS:

MAKE ARCHITECTURE 2664 LACY ST. LOS ANGELES, CA 90031 T: (323) 669-0278

1562 S SPAULDING LOS ANGELES,

REBECCA SOLADAY KENNERLY 1562 S SPAULDING AVE, LOS ANGELES, CA 90019 T: (818) 519-2180 W: (424)-353-0192

T: (323) 669-0278

STRUCTURAL ENGINEER:

PROPOSED ROOF CURB @ 8 INCH HEIGHT. PAINTED TO MATCH {PS1}.

CLIENT: OMAR L. GARZA /NOUS ENGINEERING 600 WILSHIRE BOULEVARD, LOS ANGELES,CA 90017 T: (213) 926-8708 F: (213) 627-6687

ADU LEVEL 1 F.F 0' - 0"

ADU LEVEL 2 F.F 10' - 7 23/32" (E) GRADE @ SETBACK 109' - 3 19/32"

SCALE 1/4" = 1'-0" 2 Section D 1562 S Spaulding Plan Check Submittal ADU 2nd Floor Plan 1562 S Spaulding Plan Check Submittal ADU Section

REBECCA SOLADAY 1562 S SPAULDING LOS ANGELES, T: (818) 519-2180 W: (424)-353-0192

STRUCTURAL ENGINEER:

CLIENT: OMAR L. GARZA 600 WILSHIRE LOS ANGELES,CA T: (213) 926-8708 F: (213) 627-6687

This Document is the property of MAKE to be used only in connection with the Reproduction in whole or in part shall the express written or verbal permission Architecture. Written dimensions shall over scaled dimensions. The contractor responsible for all dimensions and conditions and report any discrepancies to the ARCHITECT. drawing is Copyright © 2022 DRAWING TITLE: ISSUE RECORD: Number Date Description ARCHITECT:

TOM ROTCHFORD /SOLARGY, 22028 VENTURA BOULEVARD, 207 WOODLAND HILLS,CA 91364 T: (818) 347-6096 Ext 110 F: (818) 347-9473

ENERGY CONSULTANT: 4

ENERGY CONSULTANT: ADU BUILDING

0 1/2"

1/2"

TO SHEET A-8.00 & A-8.10 FOR WALL TYPE AND FLOOR TYPE ASSEMBLIES.

ALL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPE CONDUITS AND DUCTWORK WITH A MINIMUM OF CUTTING. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACES, BACK-UP PLATES AND SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION OF ALL WALL MOUNTED OR SUSPENDED MECHANICA AND ELECTRICAL EQUIPMENT, FIXTURES, BATHROOM ACCESSORIES, GRAB BARS, MILLWORK

ALL FINISH WALL SURFACES TO BE FLUSH U.N.O. PROVIDE FURRING AS REQ'D.

ALL GYP. BD. WALLS AND CEILINGS TO BE TAPED, SANDED, AND PRIMED TO LEVEL 4 FINISH U.N.O. WHERE SEMI-GLOSS PAINT IS USED, GYP. BD. IS TO BE FINISHED TO LEVEL

ADDRESS:

20'0 1/4" 4'5 1/2" 14'4" 9'0 1/2"

47'10 1/2"

TRUE NORTH

8

52' - 1/2" 14' 1 3/4" 5' 6 1/4" 11' - 1/2" 21' - 1/4" SCALE

CLIENT: 4954 Biloxi Ave Los Angeles, CA0' - 1 1/2" KEYNOTES

10' - 9 1/2"

& A-8.10 FOR WALL TYPE AND FLOOR TYPE ASSEMBLIES.

ALL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPE CONDUITS AND DUCTWORK WITH A MINIMUM OF CUTTING. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACES, BACK-UP PLATES AND SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION OF ALL WALL MOUNTED OR SUSPENDED MECHANICA AND ELECTRICAL EQUIPMENT, FIXTURES, BATHROOM ACCESSORIES, GRAB BARS, MILLWORK

ALL FINISH WALL SURFACES TO BE FLUSH U.N.O. PROVIDE FURRING AS REQ'D.

ALL GYP. BD. WALLS AND CEILINGS TO BE TAPED, SANDED, AND PRIMED TO LEVEL 4 FINISH U.N.O. WHERE SEMI-GLOSS PAINT IS USED, GYP. BD. IS

TO BE FINISHED TO LEVEL 5.

03 A-3.30 11 A-3.00

11 22 33 44

AA

BB CC

2 A-4.00 ARCHITECT: MAKE Architecture 2664 Lacy Street Los Angeles, CA 323.669.0278

45'9" ASPHALT SHINGLE

1 A-4.00 2 2 ASSEMBLIES; R-15 AT 2x4 WALLS, R-19 AT 2x6 INTERIOR WALLS, R-19 AT FLOORS, R-38 AT ROOF ASSEMBLIES, & R-21 AT 2x6 EXTERIOR WALLS. ALL INTERIOR GYP. BD. CEILINGS (EXCEPT BATHROOMS) TO RECEIVE {{ PT3PT3 }} PAINT FINISH UNO. ALL INTERIOR GYP. BD. CEILINGS AT BATHROOMS TO

2 A-4.30 5 6 1 4 3

A-4.30 D

03 A-3.00

55 47'10 1/2" SYMBOL LEGEND STEP TRANSITION SLOPE TRANSITION FLUSH TRANSITION CURB TRANSITION P-#P-# ? ? 101101

A B A-3.10

CLIENT:

52' - 1/2" 14' 1 3/4" 5' 6 1/4" 11' - 1/2" 21' - 1/4" 46' 10" 6' - 1/2" 12' - 8 3/4" 4' - 1/2" 12' 8 1/2" 10' - 9 1/2" ISSUE RECORD: Number Date Description

20'0 1/4" 4'5 1/2" 14'4" 9'0 1/2" FIXTURE TAG, REF. A-9.20 KEY NOTE FINISH TAG, REF. A-9.20 DOOR TAG, REF. A-9.00

CIVIL ENGINEER: -

ALL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPE CONDUITS AND DUCTWORK WITH MINIMUM OF CUTTING. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACES, BACK-UP PLATES AND SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL AND ELECTRICAL EQUIPMENT, FIXTURES, BATHROOM ACCESSORIES, GRAB BARS, MILLWORK ALL FINISH WALL SURFACES TO BE FLUSH U.N.O. PROVIDE FURRING AS REQ'D. ALL GYP. BD. WALLS AND CEILINGS TO BE TAPED, SANDED, AND PRIMED TO LEVEL 4 FINISH U.N.O. WHERE SEMI-GLOSS PAINT IS USED, GYP. BD. IS TO BE FINISHED TO LEVEL 5. ALL WORK SHALL COMPLY WITH CURRENTLY ADOPTED ICC, NFPA, IAPMO, ASME BY JURISDICTION HAVING AUTHORITY. REFER TO SHEET A-9.20A-9.20 FOR FIXTURE LEGEND, FINISH LEGEND, LIGHTING LEGEND, ROOF/WATERPROOFING LEGEND ALL NEW LANDSCAPE AND PLANTER BOXES TO RECEIVE DRIP IRRIGATION SYSTEM. SEE CIVIL AND IRRIGATION DRAWINGS FOR ADDITIONAL INFORMATION. PROVIDE BATT INSULATION WITH THE FOLLOWING MIN. VALUES AT ALL WALL, FLOOR, AND ROOF PROJECT ADDRESS: STRUCTURAL ENGINEER:TRUE

4954 Biloxi Ave Los Angeles, CASCALE 3/16" = 1'-0" 03 ROOF PLAN KEYNOTES NO. KEYNOTE KEYNOTES NO. KEYNOTE 4954 Biloxi Permit Application Set Roof Plan

30'7 1/2" 3'7 1/2" 11'6 1/4" NOT FOR CONSTRUCTION This Document is the property to be used only in connection Reproduction in whole or in the express written or verbal Architecture. Written dimensions

1 A-4.20

03 A-4.10 C E

NORTH

100A100A

1 A-4.20

COMPLY WITH CURRENTLY

13'2 1/4"

1'7 3/4" 9'10" 13'2 1/4" PROPERTY LINE 4FT SIDE SETBACK

-

T.O. 2ND STORY FLOOR FINISH 10' - 11 3/4" GRADE -0' - 6"

T.O. (E) 1ST STORY FLOOR FINISH 1' - 3/4"

T.O. 1ST STORY FLOOR FINISH 0' - 0" GRADE -0' - 6"

A-4.30

A-4.30

T.O. (E) 1ST STORY FLOOR FINISH 1' - 1 3/4"

588.64'

TYPE AND FLOOR TYPE ASSEMBLIES. ALL FRAMING MEMBERS SHALL BE

Three Single-family residential design based on the similiar wood framing and cement board siding facade design language to provide an natural living atmosphere.

T.O. BLDG HT LIMIT (+37.00) 37' - 0"

T.O. 3RD ROOF RIDGE (+32.00) 32' - 0"

T.O. 2ND ROOF RIDGE (+25.46) 25' - 5 1/2"

T.O. 3rd FLOOR FINISH (+20.96) 20' - 11 1/2"

T.O. 2nd FLOOR

(+10.75) 10' - 9"

T.O.

FLOOR FINISH (+0.00) 0' - 0"

-0.50) -0' - 6"

9' 7 1/16"

105A 102A

CLOS ET 107 0' 3/4"

GAR AG 108

12' 2 1/2" 4' 3 1/8" 11' 1/32"

2' 6 11/16" 36' 1 7/8" 15' 0" 11' 11 19/32" 5' 13/16"

13' 1/8"

13' 1/8"

4'8 5/8"

B EDR OOM 106 ENTR Y 100

0.27 B ATH3 105

R @ 0' - 7 19/32" 17 3' 4"

3'6 1/2"

4' 0 17/32" 2' - 10" 4'5 1/4"

5' 9/32"

B EDR OOM 102 B ATH1 104

13' 3/8" 3'6 27/32" 8'3 1/4"

13'11 7/8" 5' 2 1/2"

7' 1 3/4" 8'3 1/4"

4' 1 7/16"

21' 2" 12'1 19/32"

B ATH2 103

5'10 5/16"

7' 10 3/8" 14' 11 3/4"

23'1 5/8" 4'10 9/16" 9'7"

12'0 3/4"

13'11 7/8" SCALE 1/4" Plan - 1st Floor Dimension

B EDR OOM 101

2 1 8 20 A 3 0 0 B 0 E 30 F 3 0G 3 0H 00 0 0 K

T.O. 3RD ROOF RIDGE (+32.00) 32' - 0"

2nd FLOOR FINISH (+10.75) 10' - 9"

-0.50) -0' - 6"

A1-400

C

S

T.O. 2nd FLOOR FINISH (+10.75) 10' - 9"

HEIGHT DIMENSIONS ARE TO BE TO FINISHED SURFACES UNLESS NOTED OTHERWISE. DIMENSIONS MARKED "MIN." INDICATE MINIMUM CLEARANCE THAT MUST BE MAINTAINED WHEN FINISH MATERIALS ARE INSTALLED REFER TO SHEET A-0.00 FOR SYMBOLS AND ABBREVIATIONS LEGEND. REFER TO SHEET - - FOR WALL TYPE AND FLOOR TYPE ASSEMBLIES. ALL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPE CONDUITS AND DUCTWORK WITH A MINIMUM OF CUTTING. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACES, BACK-UP PLATES AND SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL AND ELECTRICAL EQUIPMENT, FIXTURES, BATHROOM ACCESSORIES, GRAB BARS, MILLWORK ALL FINISH WALL SURFACES TO BE FLUSH U.N.O. PROVIDE FURRING AS REQ'D. ALL GYP. BD. WALLS AND CEILINGS TO BE TAPED, SANDED, AND PRIMED TO LEVEL FINISH U.N.O. WHERE SEMI-GLOSS PAINT IS USED, GYP. BD. IS TO BE FINISHED TO LEVEL 5. REF. DOOR SCHEDULE - - FOR ALL HEAD, SILL, AND JAMB DETAILS. REF. WINDOW SCHEDULE - FOR ALL HEAD, SILL, JAMB, AND WATERPROOFING CONDITION DETAILS. ALL WORK SHALL COMPLY WITH CURRENTLY ADOPTED ICC, NFPA, IAPMO, ASME BY JURISDICTION HAVING AUTHORITY. REFER TO SHEET - FOR FIXTURE SCHEDULE, FINISH SCHEDULE, LIGHTING SCHEDULE, ROOF/WATERPROOFING SCHEDULE ALL NEW LANDSCAPE AND PLANTER BOXES TO RECEIVE DRIP IRRIGATION SYSTEM. SEE CIVIL AND IRRIGATION DRAWINGS FOR ADDITIONAL INFORMATION. PROVIDE BATT INSULATION WITH THE FOLLOWING MIN. VALUES AT ALL WALL, FLOOR, AND ROOF ASSEMBLIES; R-15 AT 2x4 WALLS, R-19 AT 2x INTERIOR WALLS, R-19 AT FLOORS, R-38 AT ROOF ASSEMBLIES, & R-21 AT 2x6 EXTERIOR WALLS. ALL INTERIOR GYP. BD. CEILINGS (EXCEPT BATHROOMS) TO RECEIVE 3 PAINT FINISH UNO. ALL INTERIOR GYP. BD. CEILINGS AT BATHROOMS TO RECEIVE PAINT FINISH UNO. ALL INTERIOR GYP. BD. WALLS (EXCEPT BATHROOMS) TO RECEIVE PAINT FINISH UNO. ALL INTERIOR GYP. BD. WALLS, WINDOW JAMBS, DOORS DOOR JAMBS AT BATHROOMS TO RECEIVE P PAINT FINISH UNO. ALL INTERIOR WALLS TO RECEIVE WOOD BASE W REFER TO - 4 & 0FOR MATERIAL FINISH TRANSITIONS REF. DOOR SCHEDULE FOR DETAIL ALL FIRE SPRINKLERS TO BE CONCEALED TYPE, TYP., U.N.O. CAP FINISH COLOR TO MATCH ADJ. SURFACE FINISH COLOR, TYP. ALL EXTERIOR EXPOSED STAIR TREADS AND STEPS TO SLOPE 1% MIN 2% MAX TOWARD NOSE OF TREAD, TYP. ALL EXTERIOR STAIR TREADS AND INTERIOR TOP & BOTTOM STAIR TREADS IN ANY GIVEN STAIR RUN TO RECEIVE CONTRASTING WARNING STRI PER - TYP. SEE SPECS FOR ADDITIONAL INFORMATION. FOR ALL LIGHTING & POWER IN CONCRETE WALLS/CEILINGS, INSTALL ALL CONDUITS AND J-BOXES WITHIN CONCRETE PER STRUCTURAL -DO NOT RUN CONDUIT OR J-BOXES EXPOSED ON CONCRETE SURFACE. IN CASE OF CONFLICT W/STRUCTURAL DOCUMENTS, NOTIFY ARCHITECT FOR DIRECTION PRIOR. PROVIDE HOT DIPPED 16 GA. 3" GALVANIZED MTL. PROTECTION STRAPS AROUND DUCTS EXTENDING BELOW 5'-0" A.F.F. ATTACH STRAPS TO CONCRETE WALL W/ 3/8" DIA. LAG BOLTS. ADJUST FRAMING CONFIGURATION AT ALL FAN COIL UNITS WITHIN FLOOR/CEILING ASSEMBLY AS REQUIRED TO MAINTAIN FIRE-RATED ASSEMBLY. REF. A- 8 MECHANICAL STRUCTURAL FOR ADDITIONAL INFORMATION. ALL WOOD FRAMING IN CONTACT W/ CONCRETE IS TO BE PRESSURE TREATED. REF. A- FOR TYPICAL RATED WALL AND FLOOR ASSEMBLY PENETRATIONS. IN CASE OF CONFLICT OF INDICATED PAVING OR SLAB SLOPES W/ CIVIL DRAWINGS, THE CIVIL DRAWINGS SHALL GOVERN ALL EXPOSED FLASHING, BRAKE METAL, & EXTERIOR PLASTER JOINTS TO BE PRIMED FIELD PAINTED TO MATCH ADJ. WALL COLOR UNO. VERIFY COLOR W/ ARCHITECT PRIOR TO PAINTING. SEE EXTERIOR PAINTING SPEC SECTION 1 ALL J-BOX, DEVICE, ACCESS PANEL AND SIMILAR PENETRATIONS @ RATED ASSEMBLIES ARE TO BE INSTALLED AS REQUIRED TO MAINTAIN THE ASSEMBLY

T.O. 1st FLOOR FINISH (+0.00) 0' - 0"

B D A GRADE -0.50) -0' - 6" S W

DRAWING NUMBER: This Document the property MAKE Architecture and to be used only connection with the project named herein. Reproduction whole part shall allowed only with the express written or verbal permission MAKE Architecture. Written dimensions shall have precedence over scaled dimensions. The contractor shall verify and be responsible for dimensions and conditions on the jobsite and report any discrepancies the ARCHITECT. This drawing Copyright © 2022 SCALE: DATE: DRAWING TITLE: ISSUE RECORD: NumberDateDescription ARCHITECT: MAKE Architecture 2664 Lacy Street Los Angeles, CA 90031 323.669.0278 323.669.0282 PROJECT ADDRESS: CLIENT: CONSULTANT: NAME ADDRESS, UNIT CITY, STATE, ZIP xxx.xxx.xxxx xxx.xxx.xxxx TRUE NORTH NORTH CONSULTANT: NAME ADDRESS, UNIT CITY, STATE, ZIP xxx.xxx.xxxx xxx.xxx.xxxx 1/4" = 1'-0" MAMMOTH VILLAS AT OBSIDIAN MAMMOTH LAKES, CA 93546 PROMARK INVESTMENTS EXTERIOR ELEVATIONS 07/09/02 A1-300MAMMOTH VILLAS LOT 1 CONSTRUCTION DOCUMENTS SCALE 1/4" = 1'-0" 1 ELEVATION - East (FRONT)

CONSTRUCTION This Document the property MAKE Architecture and is used only connection with the project named herein. Reproduction whole part shall be allowed only with the express written verbal permission MAKE Architecture. Written dimensions shall have precedence over scaled dimensions. The contractor shall verify and be responsible for all dimensions and conditions on the jobsite and report any discrepancies the ARCHITECT. This drawing Copyright 2022 DRAWING TITLE: ISSUE RECORD: NumberDateDescription ARCHITECT: MAKE Architecture 2664 Lacy Street Los Angeles, CA 90031 323.669.0278 323.669.0282 PROJECT ADDRESS: CLIENT: CONSULTANT: NAME ADDRESS, UNIT CITY, STATE, ZIP xxx.xxx.xxxx xxx.xxx.xxxx TRUE NORTH NORTH CONSULTANT: NAME ADDRESS, UNIT CITY, STATE, ZIP xxx.xxx.xxxx xxx.xxx.xxxx MAMMOTH VILLAS AT OBSIDIAN MAMMOTH LAKES, CA 93546 PROMARK INVESTMENTS EXTERIOR MAMMOTH VILLAS LOT 1 CONSTRUCTION DOCUMENTS

NOT FOR

AT ALL WALL, FLOOR, AND ROOF ASSEMBLIES; R-15 AT 2x4 WALLS, R-19 AT 2x6 INTERIOR WALLS, R-19 AT FLOORS, R-38 AT ROOF ASSEMBLIES, & R-21 AT 2x6 EXTERIOR WALLS.

• ALL INTERIOR GYP. BD. CEILINGS (EXCEPT BATHROOMS) TO RECEIVE { T } PAINT FINISH UNO. ALL INTERIOR GYP. BD. CEILINGS AT BATHROOMS

PRIOR.

• PROVIDE HOT DIPPED 16 GA. 3" GALVANIZED MTL. PROTECTION STRAPS AROUND DUCTS EXTENDING BELOW 5'-0" A.F.F. ATTACH STRAPS TO CONCRETE WALL W/ 3/8" DIA. LAG BOLTS.

• ADJUST FRAMING CONFIGURATION AT ALL FAN COIL UNITS WITHIN FLOOR/CEILING ASSEMBLY AS REQUIRED TO MAINTAIN FIRE-RATED ASSEMBLY. REF. 3 -8 0 MECHANICAL STRUCTURAL FOR ADDITIONAL INFORMATION. • ALL WOOD FRAMING IN CONTACT W/ CONCRETE IS TO BE PRESSURE TREATED. • REF. - 8 6 FOR TYPICAL RATED WALL AND FLOOR ASSEMBLY PENETRATIONS.

N.I.C. 9. (E) GYPSUM BOARD CEILING TO REMAIN. FINISH PER SCHEDULE A-9.20. 10. (E) SLOPED ROOF CEILING TO REMAIN. REFER TO STRUCTURAL FOR ADD. INFO. 11. DIA. {MTL1} PIPE SLEEVE O/ 1/4" DRAFT LINES.

Lighting 270 Coral Circle El Segundo, CA 90245 T: 310.552.2191

1'-0" 1'-0"

3'-2" (HEIGHT OF TRAY) 4'-0" (HEIGHT OF BEER TAP) 20'-8 1/2" (V.I.F.)

6'-2" (V.I.F.) 3'-8" (V.I.F.)

2'-0" 3'-8" (V.I.F.)

TYP.

1'-0" 7'-2" (V.I.F.)

24'-10" (V.I.F.) 4" 4'-4 5/8" (V.I.F.) 3/8"

3'-8" (V.I.F.) 2'-9"

PT1 PT1 PT1

A B C

2'-0" 2'-9" (V.I.F.) 2'-9"

INT. ELEV. KEY NOTES: # 1. KITCHEN EQUIPMENT PER PLAN 03 A-2.10. REFER TO EQUIPMENT SCHEDULE A-9.20 FOR ADD. INFO. 2. MTL1 DRAFT LINES.

HATCH LEGEND SYMBOL LEGEND

#

2'-8"

D T1 T1 T1

3'-9" (CENTERED TO TRUSS) 3'-9" (CENTERED TO TRUSS) 3'-9" (CENTERED TO TRUSS) 3'-9" (CENTERED TO TRUSS) 3'-9" (CENTERED TO TRUSS) J. PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. K. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. L. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170, 158) (INCLUDES COMMERCIAL ADDITIONS AND WORK OVER $10,000.) SEPARATE PLUMBING PERMIT IS REQUIRED. M. COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. N. REFER TO AND ABIDE BY LL CONSTRUCTION CRITERIA AND NOTIFY ARCHITECT OF ANY UNFORESEEN CONFLICTS PRIOR TO STARTING WORK LL CONTACT: NAME XXX.XXX.XXX E: XYZ@ABC.COM ARCHITECT CONTACT: WILLIAM BEAUTER OF MAKE ARCHITECTURE 323.669.0278 E: BLB@MAKEARCH.COM

TYP. WD1

E F G H

PT1

WALL GLAZING PER SCHEDULES M.R. GYP. BD. (E) CMU BLOCK TO REMAIN WALL TILE T.B.D.

# DOOR TAG, REF. TO A-9.00 WINDOW TAG, REF. TO A-9.10

5'-4" (V.I.F.) 5'-4" (V.I.F.) 5'-4" (V.I.F.) 5'-4" (V.I.F.) 5'-4" (V.I.F.) 5'-4" (V.I.F.) 3'-9" (CENTERED TO TRUSS) 3'-9" (CENTERED TO TRUSS) 3'-9" (CENTERED TO TRUSS) NO CASE SHALL DIMENSIONS BE SCALED FROM DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH SUBSEQUENT WORK. B. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. FINISH FLOOR ELEVATIONS ARE TO TOP OF FINISH UNLESS OTHERWISE NOTED. CEILING HEIGHT DIMENSIONS ARE TO BE TO THE UNDERSIDE OF FINISHED SURFACES UNLESS NOTED OTHERWISE. C. DIMENSIONS MARKED "MIN." INDICATE MINIMUM CLEARANCE THAT MUST BE MAINTAINED. DIMENSIONS MARKED "MAX." INDICATE MAXIMUM DIMENSION ALLOWED. D. REFER TO SHEET A-0.00 FOR SYMBOLS AND ABBREVIATIONS E. ALL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPE CONDUITS AND DUCTWORK WITH MINIMUM OF CUTTING. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACES, BACK-UP PLATES AND SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT, ACCESSORIES, FIXTURES & DEVICES. PROVIDE CONCEALED ACCESS DOORS AS REQUIRED @GYP. FINISH S.S. @ OTHER FINISHED SURFACES. F. ALL WORK SHALL COMPLY WITH CURRENTLY ADOPTED CALIFORNIA BUILDING CODE, CALIFORNIA ELECTRICAL CODE, CALIFORNIA MECHANICAL CODE, CALIFORNIA PLUMBING CODE, CALIFORNIA GREEN BUILDING, AND CALIFORNIA ENERGY STANDARDS. ALL WORK SHALL COMPLY WITH CITY OF TORRANCE AMENDMENTS AND ORDINANCES. G. ITEMS NOT MARKED "EXISTING" OR (E) ARE TO BE CONSIDERED NEW CONSTRUCTION. H. ALL FINISH WALL SURFACES TO BE FLUSH U.N.O. ALL GYP. BD. WALLS TO BE TAPED, SANDED, AND PRIMED TO LEVEL FINISH WHERE FLAT PAINT OCCURS PER FINISH SCHEDULE AND TO LEVEL FINISH WHERE ALL OTHER PAINT SHEENS OCCUR PER FINISH SCHEDULE. PROVIDE METAL CORNER BEAD AT ALL OUTSIDE CORNERS.

(E) WALL TO REMAIN N.I.C. # FINISH MATERIAL TAG, REF. TO A-9.20 FIXTURE TAG, REF. TO A-9.20 ##

ARCHITECT: MAKE Architecture 2664 Lacy Street Los Angeles, CA 90031 T: 323.669.0278 F: 323.669.0282

PROJECT ADDRESS: CLIENT:

Monkish Brewery 336 Anaheim Boulevard Anaheim, CA 92805 Adriana and Henry Nguyen 20311 S Western Avenue Torrance, CA 90501

STRUCTURAL CONSULTANT: Nous Engineering, Inc. 600 Wilshire Blvd, Suite 760 Los Angeles, CA 90017 T: 213.627.6687

LANDSCAPE DESIGNER: ENVIRONMENTAL DESIGN STUDIO 201 North Westmoreland Ave, Suite 126 Los Angeles, CA 90004 T: 213.302.2754 F: 323.660.1307

MEP CONSULTANT NOVUS Design Studio 620 N Brand Blvd, Suite 404 Glendale, CA 91203 T: 626.236.7703

LIGHTING DESIGNER KGM Architectural Lighting 270 Coral Circle El Segundo, CA 90245 T: 310.552.2191

NORTH

NOT FOR CONSTRUCTION

Gemma 餐 厅

The design team used a dark, tactile material palette for the interior featuring mirrors, fabrics, textured walls, glazed ceramics and stainless steel.

An eye-catching bar is located on the center of the restaurant, visible both from the entrance and from the corridor of hall. Designed to draw customers into the interior, this area is clad in glazed tiles surrounded by thick grey marbel and finished with detailing in polished stainless steel.

SYMBOL LEGEND

RECOMMENDATIONS. REFER TO WALL TYPE A-8.00 FOR ADD. INFO. 26. G.C. TO PROVIDE ACCESS COMPLIANT THRESHOLD. REFER TO DETAILS 12 A-0.31 FOR ADD. INFO. SUBMIT SAMPLES FOR ARCHITECT TENANT'S REVIEW AND SELECTION. FINISH: BLACK ANODIZED. 27. R1} ROPE SCULPTURE. G.C. TO PROVIDE STRAIGHT OR CURVED FLOOR ATTACHMENT PLATES SIMILAR TO 06/A-8.71. REFER TO 10 16 A-8.70 FINISH SCHEDULE A-9.20 FOR ADD. INFO. 28. PENDANT LIGHT FIXTURE. REF. 12/A-8.71 LIGHTING PLAN A-2.26 AND A-2.27 & ELEC. DWGS. FOR ADD. INFO. 29. BOOTH MOUNTED DRINK STAND. REFER TO 16 A-8.70 FOR ADD. INFO. 30. 36 SEATS OUT OF 36 OUTDOOR SEATS ALLOWED PER (E) CUB. REFER TO A-0.50, A-0.51 A-0.52 FOR ADDITIONAL INFORMATION. 31. 104 SEATS OUT OF 104 INDOOR SEATS ALLOWED PER (E) CUB. REFER TO A-0.50, A-0.51 A-0.52 FOR ADDITIONAL INFORMATION. 32. G.C. SHALL PROVIDE OPTIONS TO REMOVE BOOTH SEAT FOR ACCESS TO ACCESSIBLE SEATING FOR ARCHITECT TENANT'S REVIEW SELECTION. 33. (5%) OF 103 SEATS SHALL BE ACCESSIBLE.

23 27

5 5

GENERAL NOTES

ENERGY STANDARDS. ALL CODES WITH 2017 LA AMENDMENTS. ITEMS NOT MARKED "EXISTING" OR (E) ARE TO BE CONSIDERED NEW CONSTRUCTION. ALL (N) INT. GYP. BD. WALLS TO RECEIVE PT1 PAINT FINISH, U.N.O. K. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS,

TYP. 10

2

9'-0" V.I.F. (E) GYP. BD. CLNG.

10'-2" V.I.F. (E) US. SLOPED WD. CLNG.

TYP.

TYP.

11'-0" V.I.F. (E) US. SLOPED WD. CLNG. 27

15 11

11 23 TYP. 13

14

TYP. 17

(E) LIGHT FIXTURE TO REMAIN.

5

(E) LIGHT FIXTURE TO REMAIN.

(E) MECH. SUPPLY, REF.

REFLECTED CEILING

TYP. 21 9'-0" V.I.F. (E) GYP. BD. CLNG.

3 3

TYP. 17 9'-0" V.I.F. (E) GYP. BD. CLNG.

TYP. 16 PT3

9'-2" V.I.F. (E) US. WD. BM.

08 A-5.15 24 25

TYP. 21 21

25 9'-0" V.I.F. (E) GYP. BD. CLNG. 25 25 25

TYP. 28 15 27

PT3 PT3 PT3

21

27 27

11'-0" V.I.F. (E) US. WD. CLNG. 25 25 25

27 27 19

1. (E) ROLL DOWN SHADES TO REMAIN. (E) GLAZING TO REMAIN. (E) ACT CEILING TO REMAIN. (E) DECORATIVE BEAMS TO REMAIN. (E) GYP. BD. FINISHES TO REMAIN. REF. (E) GLASS ENCLOSURE WINE RACK REQUIRED TO ACCEPT CONDITIONING DRAWINGS. REFER TO MECHANICAL DRAWINGS (E) KITCHEN HOOD TO REMAIN. G.C. TO INSPECTION AND/OR REPAIR OF HOOD CONDITIONS. REFER TO FOOD SERVICE (E) LIGHT FIXTURES TO REMAIN. (E) ROOF OPENING TO REMAIN. 10. (E) CEILING HEATER TO REMAIN. 11. (E) EDGE OF ROOF TO REMAIN. 12. (E) POST TO REMAIN. 13. (E) LINEAR DIFFUSER TO REMAIN. 14. (E) DOOR TO REMAIN. G.C. TO FASTEN PER DOOR MANUFACTURER'S RECOMMENDATIONS 15. (E) WALL FINISH TO REMAIN. 16. (E) TRAY CEILING TO REMAIN. 17. (E) TRAY OR RECESSED CEILING FINISH 18. (E) LINEAR COVE LIGHT TO REMAIN. 19. WALL HUNG PENDANT LIGHT FIXTURE SUPPORT. REFER TO LIGHTING PLAN 08 ELECTRICAL DRAWINGS FOR ADDITIONAL 20. NOT USED. 21. G.C. TO PROVIDE SUPPORT FOR PENDANT LIGHTING PLAN 08 A-2.26, 08 A-5.15 ADDITIONAL INFORMATION. 22. G.C. TO PROVIDE 6" RADIUS ROUNDED DO NOT DEMOLISH (E) STRUCTURAL COLUMN FIRE-PROOFING. G.C. TO NOTIFY ARCHITECT DEMOLITION OF CORNERS CONFLICT WITH OR (E) FIRE PROOFING.

27 26

23 23 9'-2" V.I.F. (E) US. WD. BM. 10'-2" V.I.F. (E) US. WD. CLNG.

19

TYP. 16 TYP. 18 11 12 TYP. 10

3

NO CASE SHALL DIMENSIONS BE SCALED PROCEEDING WITH SUBSEQUENT WORK. B. ALL DIMENSIONS ARE TO FACE OF STUD UNDERLAYMENT UNLESS OTHERWISE DIMENSIONS MARKED "MIN." INDICATE D. REFER TO SHEET A-0.00 FOR SYMBOLS E. ALL FRAMING MEMBERS SHALL BE SO CUTTING. CONTRACTOR SHALL PROVIDE INSTALLATION OF ALL WALL MOUNTED F. ALL FINISH WALL SURFACES TO BE FLUSH ALL GYP. BD WALLS TO BE TAPED, SANDED, H. ALL WORK SHALL COMPLY WITH CURRENTLY CALIFORNIA PLUMBING CODE, CALIFORNIA I. ITEMS NOT MARKED "EXISTING" OR (E) ALL (N) INT. GYP. BD. WALLS TO RECEIVE K. THE CONSTRUCTION SHALL NOT RESTRICT POLES, PULL-BOXES, TRANSFORMERS, CONSTRUCTION SHALL NOT BE WITHIN MAY CAUSE CONSTRUCTION DELAYS L. AN APPROVED SEISMIC GAS SHUTOFF RIGIDLY CONNECTED TO THE EXTERIOR COMMERCIAL ADDITIONS AND TI WORK M. PROVIDE ULTRA-LOW FLUSH WATER CLOSETS CONSUMPTION.

AREA RESERVED

9'-0" V.I.F. (E) US. CLNG.

TYP. 13 TYP. 13 14 14 11

Gemma Permit application set Lighting Plan

SUPPORT FOR PENDANT LIGHT FIXTURE. REFER TO 08 A-5.15 & ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 22. NOT USED. 23. NOT USED. 24. NOT USED. 25. NOT USED. 26. G.C. TO INSTALL PENDANT FIXTURES AS RANDOMIZED HEIGHTS MINIMUM 2'-6" TO MAXIMUM 3'-0" ABOVE TABLE FINISH SURFACE. 27. R1 ROPE SCULPTURE. G.C. TO ALLOW FOR ATTACHMENT

GENERAL NOTES

ALL (N) INT. GYP. BD. WALLS TO RECEIVE PT1 PAINT FINISH, U.N.O. K. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION

LIGHTING FIXTURE & ARMATURE PER PLAN. REFER TO 12/- & 02 A-8.74 FOR ADDITIONAL INFORMATION.

TO 12/- & 02 A-8.74 FOR ADDITIONAL INFORMATION.

BLVD., #305 Los Angeles, CA, 90066 Contact: Brian McCabe T: 310.902.2513 E: brian@engine-construction.com

F3 CUSHION, G.C. TO PROVIDE OPTIONS TO ARCHITECT FOR SECURING UPHOLSTERY 3/4" (13 PLY) PLYWOOD EACH SIDE OF 3/4" 3/4" HSS. TUBE

VERTICAL HL35 ANGLE BY SIMPSON OR EQ. TO SUPPORT SEAT EDGE. FASTEN SECURELY.

UPTURNED HL35 ANGLE BY SIMPSON OR EQ. TO SUPPORT SEAT EDGE. FASTEN SECURELY.

2"

2" 1 3/4" MIN. 2" MAX.

ELEVATION

FABRIC TO OVERLAP {CT1 MATERIAL 4". G.C. TO PROVIDE OPTIONS TO SECURE UPHOLSTERY FOR ARCHITECT'S REVIEW & SELECTION.

F3 CUSHION, G.C. TO PROVIDE OPTIONS TO ARCHITECT FOR SECURING UPHOLSTERY. CUSHION THICKNESS TO TAPER TO PROVIDE ANGLED SEAT BACK. G.C. TO PROVIDE MOCK UP FOR ARCHITECT'S REVIEW PRIOR TO FULL FABRICATION OF BOOTH ELEMENTS. 98°

UPTURNED HL35 ANGLE BY SIMPSON OR EQ. TO SUPPORT SEAT EDGE. FASTEN SECURELY.

MTL2} PARTIAL HEIGHT WALL BEYOND. G.C. TO PROVIDE ADD. ALTERNATE FOR T1 FINISH O/ 1/2" BACKER

6" PROVIDE 1/8" THICK BRASS OPEN EYELET HOOKS TO CAPTURE AND GUIDE PENDANT CORD. BRAZE IN PLACE. {MTL2} ARMATURE DIAGRAMMATIC RENDERING OF OPEN EYELET HOOK. N.T.S. {MTL2} ARMATURE ELECTRICAL FIXTURE CORD. REFER TO RCP A-2.25 & ELECTRICAL DWGS FOR ADDITIONAL INFORMATION. EYELET PROVIDE ATTACHMENT INTO BLOCKING AS REQUIRED TO FASTEN ATTACHMENT PLATE, WHEN TENSIONED R1 ROPE SCULPTURE. G.C. TO PROVIDE MOCK UP PRIOR TO INSTALLATION.

3" 2" ANGLE. LONG LEG FLAT. FINISH MTL3}

PER RCP US CLNG FIN. PROVIDE WELDED CONNECTION FOR RING PROVIDE MIN. 3/16" DIA. CROSS SECTION & 1/8" MIN. INT. DIA. METAL RING G.C. TO PROVIDE BREAK METAL LIGHT SHIELD TO WALL WASH ROPE SCULPTURE. FINISH TO MATCH ADJ.

PROVIDE TAPE LIGHT WHERE OCCURS PER RCP A-2.25. REFER TO ELEC. DWGS. FOR ADD. INFO.

PLAN DETAIL SCALE: 06 6" = 1' 0" SECTION AT ROPE SCULPTURE ATTACHEMENT PLATE

3" 2'-4 1/8"

2'-0 1/4"

3 1/2" 8 1/4"

8 5/8"

3/4" (13 PLY) PLYWOOD EACH SIDE OF 2x4 SEAT BACK FRAMING. ROUND OVER EDGES OF PLYWOOD SEAT BACK 5 7/8" ℄

1/4" MIN. TENON WIDTH

BOOTH LEG C

7/8" 1/4" 2 1/2" 3"

NOTE: · GENERAL CONTRACTOR'S MILLWORKER TO PROVIDE EXACT SPECIFICATIONS & DIMENSIONS OF BOOTH & BANQUETTE LEG'S, AS COORDINATED W/ ARCHITECT IN SHOP DRAWINGS TO LEG MANUFACTURER.

S CURVE PROFILE. WIDTH OF SHAPE 7/8"

BASE PLATE PER BOOTH SECTION, TYP.

3" 3" 3 1/2" TOP BLOCK FOR LEG ATTACHMENT. REFER TO BOOTH SECTIONS FOR ADD. INFO. 1/2" RADIUS TRANSITION COVE 3" 3" 2 1/2" TOP BLOCK FOR LEG ATTACHMENT. REFER TO BOOTH SECTIONS FOR ADD. INFO. 1/2" RADIUS TRANSITION COVE

PER PLAN V.I.F. 1" MIN. 2 1/2" MIN.

1'-3 1/8" ℄ ALIGN

S CURVE PROFILE. WIDTH OF SHAPE 7/8"

BOOTH LEG B

3/4" MIN. TENON DEPTH, TYP. MECHANICALLY FASTEN & GLUE LEG TO SEAT. OF BACKREST

11 3/4" 7/8" 1'-0 7/8"

1/4" MIN. TENON WIDTH 1/4" MIN. TENON WIDTH

BOOTH LEG A

SOLID HARD MAPLE LEGS BY BROWN WOOD, INC. (CONTACT NICK CONSTANTINE AT NCONSTANTINE@BROWNWOODINC.COM) OR EQUIVALENT LEG BY OSBORNE WOOD PRODUCTS, INC. FINISH: PT7} 3/8" MIN. TENON DEPTH, TYP. MECHANICALLY FASTEN & GLUE LEG TO BASE PLATE.

BASE PLATE PER BOOTH SECTION, TYP.

05 6" = 1' 0" ENLARGED OPEN EYELET HOOK SCALE: 10 1 1/2" = 1'-0" DINING BOOTH SECTION 12 A-8.73 Gemma Permit application set Millwork Details

3/4" 3/4" TUBE STEEL WELDED BRACKET TO STIFFEN SEAT BACK AT END LOCATIONS. REFER TO ENLARGED BOOTH PLAN 02 A-8.74 FOR ADD. INFO. 1'-0 1/2"

BOOTH SEAT MATERIAL. REF. 12/- FOR ADD. INFO.

S CURVE PROFILE. WIDTH OF SHAPE 7/8"

BASE PLATE PER BOOTH SECTION, TYP.

1'-2 1/16" 3'-0 9/16" 4" MIN.

3" SCALE: 08 1/2" = 1'-0" BOOTH BANQUETTE LEG PROFILES

ELEVATION SCALE: 12 1 1/2" = 1'-0" DINING BOOTH SECTION

10"

Type: Location: Status: Area: Team:

Hospitality Los Angeles, CA

Under Permit Application 180 Unit, 8 Story

William Beauter, Gaurav Puri, Yiyang Sang, Jose Cabrera, Matthew Kingstreet

Situated just west of Downtown Los Angeles, the development includes 180 room boutique hotel with conferencing facilities, restaurant and pool deck at the 4th level with outstanding views of the Los Angeles skyline. Retail shops, Cafe’s and/or restaurants will front Glendale Blvd. Crowning the prow of the building at the 10th story, patrons dine at one of LA’s finest dining locations.

Conceived of modular construction,the design has been developed in close collaboration with Stack Modular, a custom frame based module system, factory fabricated, and complete including furnishing upon delivery with minimal site work when craned into place. Modular construction is a burgeoning construction methodology offering attractive construction price, and very rapid construction schedule. Overlapping factory fabrication and site construction along with greatly reduced on site construction time offers a glimpse into the future of construction.

Sculptural compositions of windblown sand, and the natural geology and forms of the various peaks and perches local to Los Angeles, inspired the building forms and façade cladding. In collaboration with EKN Development, MAKE conceived a concept for a new 194 room full-service hotel just South of Echo Park on a tight urban infill site. Reproduction TRUE NORTH

ECHO Hotel 101 Glendale Blvd., Los Angeles, CA 90026 VIEW

L1 @ $

L1 $ @

F2E @,$ F2E @,$ F2E @,$

16 WP F5 @,$ 16 HE @,$c H $c

"HP1"-#

WP F5 @,$ 13

# #

F2E @,$ F2E @,$ F2E @,$

L1

@ J $

# HE @,$ UP

F2 $c # "HP1"-# $g F2E @,$

L1 J @ L1

HE @,$ UP 13 13 TYP. 13 TYP.

ELECTRICAL

(NEMA 3R). ALL PLANS DRAWINGS BENDS, PULLBOXES AND EQUIPMENT. CONTRACTOR SYSTEM. CONTRACTOR SHALL AND COORDINATE ROUTING ALL CONDUITS EMBEDDED CONDUITS SCHEDULE ALL EXPOSED CONDUITS CONTRACTOR SHALL MAXIMUM SEPARATION CONDUIT AT EACH RISER CONDUIT RISERS SHALL THIS DRAWING IS DIAGRAMATIC CONTRACTOR SHALL OF THE CONDUITS PRIOR PER NEC ARTICLE 314-7. 7. 8. 9. 10. 11. 12. 13. 14. FOR GENERAL NOTES FOR ALL CROSS-CORRIDOR THE SMOKE DETECTOR NEAREST CORRIDOR ALL LIGHTING CONTROLS IN LIGHTING CONTROL 15. 16. 17.

J $ @

L1 J $ @

F2 $

# F2 $b

ab $a +44"

F3 &a

# "HP1"-# F3 &a

# "HP1"-#

13 TYP. F2E @,$

WP F5 @,$ 16 WP F5 @,$ 16 WP F5 @,$ 16 WP F5 @,$ 16 WP F5 @,$ 16 WP F5 @,$ 16 HE @,$ UP 13 "EM1"-@ "HP1"-$ # "HP1"-#

# "HP1"-# "HP1"- & "HP1"- & # "HP1"-#

HE @,$b H $b

#

# "HP1"-# "HP1"- & HE @,$b

UP 14 "HP1"-# UP 14 UP 14 "HP1"-# "HP1"-# UP UP "HP1"- & "HP1"-# 14 14 4. 5. 6. ALL SITE BRANCH CIRCUIT CONDUCTOR. ALL

"HP1"-$ "EM1"-@

J $ @ $

13 TYP. 13 TYP.

F2E @,$ "HP1"-#

HE @,$ UP 13

"HP1"-$ "EM1"-@ "EM1"-@ "HP1"-$

"EM1"-@ "EM1"-@ "HP1"-$

L1 J $

HE @,$ UP 13 "HP1"-$

@ L1 $ @ L1 $ @ L1 J "EV1"-# 8 M M F "HP1"-# "HP1"-# M

13 TYP.

UP HE @,$ 13 "HP1"-$ "EM1"-@ WP F5 @,$ 16 CALL UNDERGROUND MINIMUM CONDUIT SIZE MINIMUM CONDUCTOR

8 9 10 11 12 13 14 16 15

MINIMUM REQUIRED PANELS AND SWITCHBOARD HEIGHT CONCRETE PROVIDE JUNCTION EXACT LOCATION WITH PROVIDE POWER AND REQUIREMENTS. REFER CONTRACTOR SHALL AND INSTALL EQUIPMENT PROVIDE POWER FOR AND POWER REQUIREMENTS ARCHITECT PRIOR TO

PROVIDE CONDUIT AND

@ L1 EQUIPMENT

"HP5"-&

"EM2"-@

CALL UNDERGROUND MINIMUM CONDUIT SIZE MINIMUM CONDUCTOR

4. 5. 6. ALL SITE BRANCH CIRCUIT CONDUCTOR. ALL

ELECTRICAL

(NEMA

3R).

EQUIPMENT

1.5 F.O.C. F2E 9

L1

"HP5"-# F2E @,$ F2 $ # #

& F8 & F8 & F8 & F8 & F8 & F8 & F8 & F8 & F8 & F8 & F8 & F8 & F8 & F8 & F8 & F8 & F8 & F8 L1

2.1 F.O.C. @,$ HE @,$ DN UP

#

F2E @,$ J

F2E @,$ F2E @,$

F2 $

@ $ L1 $ @ L1 @ $ L1 J @ $

F2 $ F2E @,$ F2 $ J UP DN 6

3 3 & F8 & F8 & F8 & F8 & F8 & F8 & F8 & F8 & F8 & F8 & F8 & F8 & F8 & F8 & F8

@ $ # # # # # # # "HP5"-$

7.3 C.O.COL. 9

J UP DN 6

UP DN 6 6

J UP DN 6 UP DN

5.5 F.O.C. HE @,$ HE

F2E @,$a F2E @,$c F2E @,$c F2 $c

F2E @,$b "HP5"-# #

9 9

7.4 F.O.C. B.8 DN @,$

C.O.COL. F2E UP

6.1 C.O.COL. B.3 @,$ DN

F.O.C. E.3 F.O.C. E.2 F.O.C. B.7 F.O.C. B.2 UP

"HP5"-# "MDF"

ALL PLANS DRAWINGS BENDS, PULLBOXES AND EQUIPMENT. CONTRACTOR SYSTEM. CONTRACTOR SHALL AND COORDINATE ROUTING ALL CONDUITS EMBEDDED CONDUITS SCHEDULE ALL EXPOSED CONDUITS CONTRACTOR SHALL MAXIMUM SEPARATION CONDUIT AT EACH RISER CONDUIT RISERS SHALL THIS DRAWING IS DIAGRAMATIC CONTRACTOR SHALL OF THE CONDUITS PRIOR PER NEC ARTICLE 314-7. 7. 8. 9. 10. 11. 12. 13. 14. FOR GENERAL NOTES FOR ALL CROSS-CORRIDOR THE SMOKE DETECTOR NEAREST CORRIDOR ALL LIGHTING CONTROLS IN LIGHTING CONTROL 15. 16. 17. KEY

NOTES:

1 2 3 4 NOT USED. PROVIDE MINIMUM REQUIRED PANELS AND SWITCHBOARD HEIGHT CONCRETE PROVIDE JUNCTION EXACT LOCATION WITH PROVIDE 120, 240, 208V MANUFACTURER REQUIREMENTS. CONTRACTOR SHALL AND INSTALL EQUIPMENT PROVIDE COMPLETE DOOR BASED ON MANUFACTURER'S LOCATION AND POWER OWNER PRIOR TO PURCHASE PROVIDE POWER AND REQUIREMENTS. REFER PROVIDE CONDUIT AND REFER TO CONTRACTOR TYPE "HE" FIXTURE REFERENCE LIGHTING NOTE: SOME KEYNOTES 5 6 7 8 9 Echo Hotel Permit Application Set Upper Floor Electrical Plan