Professional Portfolio - Arthur Zohrabians, Architect

ARCHITECT

AR CHI TECT / är k tekt / noun

1.

ARTHUR ZOHRABIANS.

2.

A PERSON WHO IS LICENSED TO PRACTICE ARCHITECTURE.

3.

A PERSON WHO DESIGNS BUILDINGS AND IN MANY CASES SUPERVISES THEIR CONSTRUCTION.

ARTHUR H. ZOHRABIANS, AIA CA

C37490

818.434.3246

arthur.zohrabians@gmail.com

700 Palm Drive, Apt.#106 | Glendale, CA

Objective An architect seeking the opportunity to apply professional experience and a passion for the art to new challenges challenges that span conceptual design through final inspection and require both technical and communicative proficiency.

Experience | February 2014 - Present KTGY Group, Inc. Playa Vista | CA

299 Thousand Oaks Thousand Oaks CA 10-Plex Buildings San Jose CA 3980 Wilshire Blvd Los Angeles CA Communications Hill San Jose CA Granada Hotel Morgan Hill CA The Edes Building Morgan Hill CA N. 1st Street Alviso San Jose CA La Brea RFP Los Angeles CA

| June 2012 - Sept. 2012 Peter Tolkin Architecture Pasadena | CA

| June 2008 - Sept. 2008 | June 2007 - Sept. 2007 Dunamis Architects Glendale | CA

Palace Pasadena CA University of La Verne La Verne CA Office Building Glendale CA Private Residence Van Nuys CA

Mixed-Use | 142 Units o/ Retail | Type VA o/ IA | C.D. C.A. Sr. Job Captain | Lead Communicator, Scheduling, QAQC Reviews Residential | 160 Units in 16 Buildings | Type VA | S.D. C.A. Job Captain | Staff Management, Simultaneous Projects, Detailing Mixed-Use | 228 Units o/ Retail | Type IIIA o/ IA | S.D. C.D. Jr Associate | Design, Code Review, Bi-Weekly Coord. Meetings Residential | 314 Townhouses | Type VB | S.D. C.D. Jr Associate | Planned Dev. Permitting, Bldg. Dept. Plan Check Hospitality | 60 Keys o/ Assembly | Type VA o/ IA | Entitlement Jr Associate | DRB Process, FF&E, Planning Dept. Approval Mixed-Use | Retaurant o/ Art Gallery | Type VB | Entitlement Jr Associate | Materials, Exiting, Fire Dept. Correspondence Retail & Hospitality | 10,250 SF Shells & 200 Keys | Entitlement Jr Associate | Site Design, High 100 Yr. Flood Plain, Circulation Mixed Use | 77 Units o/ Offices o/ Retail | Graphics Jr Associate | Design Process Diagrams for City Presentation Office | Modern Addition to Hist. Preserved Building | Pre-Design Intern | Specific Plan Requirements Master Plan | University Campus | Site Programming Intern | Site Studies, Graphic Exhibits Office | 4 Story Office Building | S.D. Intern | Physical Model for City Presentation Residential | Single-Family | Pre-Design S.D. Intern | Site Survey, Accessor’s Office Research, Color Elevations

Education | Sept. 2008 - June 2013 California State Polytechnic University Pomona, California

Bachelors of Architecture | 2013 Salutatorian | AIA Henry Adams Certificate of Merit Outstanding Student in Design Studio | 2011 (6) Quarter-End Design Showcase Selections | 2008 - 2013 Tau Sigma Delta Honor Society Inductee | 2011 Hunt Traveling Scholarship | 2011 James Cuevas Scholarship | 2009 + 2010

ARTHUR H. ZOHRABIANS, AIA CA

C37490

818.434.3246

arthur.zohrabians@gmail.com

700 Palm Drive, Apt.#106 | Glendale, CA

Education (Cont’d) | August 2011 - July 2012 California State Univ International Programs Florence, Italy

53 Cities | 11 Countries | 1 Year Studio Collaborations

Cal Poly San Luis Obispo Domus Adademy of Milan C.Toraldo di Francia (Superstudio)

Buildings Visited

Therme Vals | Peter Zumthor Braga Stadium | Eduardo Souto de Moura Brion Cemetery | Carlo Scarpa Casa da MĂşsica | OMA | Rem Koolhaas Memorial ... Murdered Jews | P. Eisenman

Volunteer Experience | Sept. 2015 - June 2016 | Sept. 2016 - June 2017 ACE Mentor Program Los Angeles | CA

Bell High School Bell CA

Mentored high school students interested in pursuing careers in architecture, engineering and construction. Led lectures on historically significant & project relevant works. Guided students to design & prepare their projects for final presentation, many of whom were awarded scholarships for their university educations.

| July 2018 | July 2019 NOMA - SoCal Chapter Los Angeles | CA

Summer Camp Los Angeles CA

Introduced elementary school students to the process and impact of architectural design. Led students on architectural field trips and guided them to design, permit and construct a mock project over a four-weekend summer camp.

Other | Professional References

| Language Proficiency English Armenian Italian

Fluent Fluent Intermediate

| Technical Abilities Professional

Educational

AutoCAD Revit Sketchup Adobe Creative Cloud Revu Bluebeam Microsoft Project Microsoft Office Rhinoceros Maya V-Ray

Alexander Catala Senior Project Manager DLR Group

alexandercatala@yahoo.com (619) 972 - 2256

Fernanda Frisby Senior Project Manager Ware Malcomb

fernandafrisby@gmail.com (323) 443 - 5000

Janiece Williams Senior Job Captain KTGY Architecture

jl_williams1@yahoo.com (713) 530 - 7527

| Interests Architectural Philolophy Automotive Design Martial Arts

PROJECT SITE

ADJACENT RESIDENTIAL NEIGHBORHOOD

M1

PA

M3A

22'-11"

8"

2'-3 1/2" M5

M5

30'-0"

PA

22'-11"

M5

M5

M1

M1A

1'-4"

M5

M5

PA

M5

M5

C1 M5

PA

M5

M1

M1A

8'-10"

4" 1'-

M5

2" 1'-

6

1'-

1'0 1/2 "

"

1/2

C1

5'-0"

5 1/2"

M1A

M5A

2'-5" 2'-8 1/2"

"

2 1/2"

10 2'-

1'-2"

1'-10"

7

" 1/2

2'4"

1'-

4'-

4"

"

M3

11'-0"

M2

M2

M2

M2

5'-2 1/2" M2

M3

M3

M1A

M1

M1B

7"

30'-1"

M1A

M1A

M1A

3'-11"

M1A

3'-11"

M3

1'-3 1/2"

3'-2"

1'-9"

3'-6 1/2"

11"

1'-

6

2'-8"

1'-1 1/2"

6'-2"

M1

M1

C1

M5

4'-6"

SCALE:

3'-5"

5'-6"

SCALE:

4'-4 1/2"

2'-1"

3'-9 1/2"

4'-0"

3'-11"

M5

39'-7 1/2"

7'-6"

M5A

EDGE OF SLAB

11'-6"

26'-10"

6.6

5"

7

M5A

M5

M5

1

M5

M5A

C1

C1

M5

1

TYPE

C1

C1

C2

M

M

X1

W

W

*SEE A244-A246 FOR 2ND FLOOR WALL TYPES AND ALTERNATE SOFFITS

COPYRIGHT

COPYRIGHT

C

C

10'-0"

KTGY Group, Inc.

F.5

Leus gleus@ktgy.com

Gary PERMIT SET

20150760

12555 West Jefferson Blvd., Suite 100 No. Date California Description Los Angeles, 90066 1 ktgy.com 2 310.394.2623

03/23/17

3 KTGY Project No:

4

G

Principal: Manny Gonzalez Project Designer: Sara Fernandez

Project Contact: 5 Email:

Developer

C1

C1

TYPE

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

3470 Wilshire Boulevard, Suite 700 RGE GON Los Angeles, CA 90010 EO 213.365.5000 tel

No. C15088 Ren.12/31/17

PERMIT SET

Description

W

W

X1

M

A245

M

2ND FLOOR ALTERNATES G.8 - MIDDLE C2 SECTOR

H

H.3

K

03/23/17

J

H.4

Date

1

No.

2

3

4

5

L

RGE GON EO

K.8

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

SCALE:

No. C15088 Ren.12/31/17

1

A246

2ND FLOOR ALTERNATES - SOUTH SECTOR

L EZ , AI A

18'-11"

5.9

ZA

M5

M5

11'-0"

2ND FLOOR: RESIDENTIAL LEVEL SOUTH SECTOR

1'-1" 1'-1"

1/2

"

1'-1 1/2"

1 3'-

M1A

1/2

5'-2 1/2"

M1

11'-0" 4'-11 1/2"

M5

3'-3 1

2ND FLOOR: RESIDENTIAL LEVEL SOUTH SECTOR

5.1

L EZ , AI A

M1

M3A

M2

M1A

3'-11"

14'-11"

7

M1A

1'-10"

9'-11 1/2"

11'-0"

"

22'-11"

1'-

8 1/2" 3'-7 1/2"

7 1/2"

1'-1 1/2"

1'-2 1/2"

M1

C1 M5

11'-0"

2'-1"

5

ZA

2'-3 1/2"

C2

M3A C2

M1A

M1

3'-4"

11'-0"

14'-0"

45°

M1A

4'-9 1/4"

1'-2"

M5

6'-6"

22'-11"

"

M1A

3'-0"

2'-9 1/2" C1

M5

11'-0"

31'-0"

1'-8 1/2"

2ND FLOOR: RESIDENTIAL LEVEL SOUTH SECTOR

NUE L G MA

21'-11"

1'-4"

22'-7"

4"

14'-11"

23'-5"

6'-3"

13'-2"

PA

2'-8"

17'-7 1/2"

M5

2'-7"

18'-8"

2 1/2"

C2

C2

11'-0"

22'-10"

4.4 4.5

10 1/2"

4'-0" 6'-4"

F.4

45°

3'-0"

8"

C2

5'-6"

1'-6"

155'-2"

3'-3"

10 1/2"

2'-0"

14'-6"

11 1/2"

3'-8"

2'-7" 10 1/2"

1'-3 1/2"

10 1/2"

1'-7 1/2" 2'-1"

G

3'-0"

17'-7 1/2" M3

C1

10'-0 1/2"

4

2'-2 1/2"

"

H

M1 M1A

M5

31'-0"

3

10 1/2"

1/2 3 4'-

M5B M5

M5

25'-8 1/2"

2.9

3

1/2 3'-

13'-11" 4" 1'-4" 21'-3" 6'-11 1/2" 44'-1 1/2" 5'-6"

H.5 M5

M5

M5

2

3'-3 1/2"

4'-6"

1'-9 1/2"

5'-6"

2'-9"

10 1/2"

10 1/2" 1'-8 1/2" 10 1/2"

2'-0" 8 1/2" 2'-8 1/2"

H.8 J

J.6

K

"

15'-5"

10'-8"

1.2

9"

22'-11"

22'-11"

37'-11"

6'-1" 3'-0"

16'-2" 29'-8"

5'-0"

1'-4

2'-0"

1

9"

1'-0 1/2" 2'-4 1/2"

LOS ANGELES, CA 90010

NUE L G MA

1'-6" 1'-8"

1'-0" 2'-8" 5'-9"

3980 WILSHIRE BLVD

1'-0"

2'-10 1/2" 10'-2 1/2"

28'-8"

13'-7"

5'-9"

K.2

L

K.9

1'-0"

10'-0"

10'-0" 10'-0"

3'-3" 6'-2 1/2"

2'-5" 7 1/2" 4'-9" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 8'-10 1/2"

H.3

LOS ANGELES, CA

H.4

SITE AERIAL VIEW Wilshire & Wilton LLC 3424 Wilshire Blvd., 10th Floor Los Angeles, CA 90010 213.365.5000

1/2

SHADOW PROJECTIONS

KTGY Group, Inc. Architecture+Planning 12555 West Jefferson Blvd., Suite 100 Los Angeles, CA 90066 310.394.2623 ktgy.com 07.05.2016

3980 WILSHIRE BLVD

KTGY # 20150760

15'-2" 8'-2" 6'-4" 17'-10" 10'-10" 3'-9 1/2" 12'-6 1/2" 3'-0"

WILSHIRE PARK ELEMENTARY SCHOOL FROM SUNRISE TO SUNSET | FALL/SPRING EQUINOX

WILSHIRE CENTER

Client | Jamison Properties LP Team | Alexander Catalá, Gary Leus, Yung Tran, Sara Fernandez, Keith McCloskey, Elizabeth Vento Project Data | Mixed Use [ ~ 220 du/ac ] | 228 Dwelling Units o/ 17,000 SF Retail o/ Parking | [5+M Levels] Type III-A Units o/ [1 Level] Type I-A Units o/ [1 Level] Type I-A Retail o/ [3 Subterranean Levels] Parking Program [Phase] | Sketchup [SD], Adobe CS [SD], AutoCAD ‘17 [CD]

6

2016 - 2017, Koreatown, Los Angeles (California)

1'-

3980 Wilshire Boulevard

28'-9 1/2"

1'-9"

4'-1 1/2"

1

7'-1 1/2"

1'-2 1/2" 288'-3"

2'-11"

2

7'-2"

2.2

6'-2"

4'-0"

M5

"

'-8

R24

CL

"

M5

17'-7

3

°

8'-6 1/2"

CL

7°

M1

° 90

R24'-8"

M2

M3

5'-6"

M5

C1

M5

M5

5'-0"

10 1/2"

M5

22'-11"

10'-0"

M1A

M5A

M1A

M1

3'-6 1/2"

M1B

M5

M5

M5

4"

9" 9"M5

1'-1 1/2"

10'-0"

4'-1" 4"

4.1 155'-2"

4

C1

M1A

1'-0"

5 1/2"

12'-0"

10'-0"

M2

" 1/2 " 10 /2 " 1'- 1 1 1 1/2 7 1'-

M5

M5

5"

7'-3"

M1A

M1

M5

10'-0"

M1

" 1/2 " 1/2 1 3'-

6

M1

5

M3

1/2

5"

2'-

2" 1'-

9

1'-

10

1'-

" 1/2

"

2

4'-8 1/2"

2'-

10'-0"

M3C

3'-9"

3"

3'-

5"

2'-7 1/2" 1'-7"

1/2 "

43'-5"

" 1/2 0 1'- '-2" 4

9

10'-0"

18'-10" 22'-11"

M1A

1/2

1'1 2'- 0 1/2 7" "

"

" 1/2 " 2 /2 1'- 7 1 1'-

M3B3'-3"

C1

M1A

M3A

5.7

6'-10"

10'-0"

4" 1'-6"

M3B

M5

M5A

M3

M2

5'-2 1/2"

M2

M3B

M2

M2

M3

5'-2 1/2"

M3

12'-2"

M1A

M5

M5A

5'-4"

M1A

3'-11"

M1A

3'-11"

M1A

12'-7 1/2"

C2

9'-8 1/2"

M1A

3'-11"

6

7'-7"

6'-2"

5'-7"

6.2

28'-7 1/2"

2'-10"

10'-0"

1'-0"

1'-10" 2'-8 1/2"

1'-9" 1'-5"

1'-9"

2'-11"

2'-8"

1'-9" 1'-5"

4'-0"

7

3'-0"

M5

M6

3'-5"

SCALE:

1'-5 1/2"

2'-11"

2'-1"

5"

2'-3" 1'-9" 1'-3"

6.7

6'-0"

3'-11"

M1

9'-7"

3'-4"

9'-2"

11'-2"

C1

M1

M1

C2

7'-2 1/2"

C1

2ND FLOOR: RESIDNTIAL LEVEL NORTH SECTOR

M1A

M1A

1'-3 1/2"

2'-8"

M1

M1

C1

5"

M6

W

W

X1

M

M

C2

C1

C1

TYPE

W

W

X1

M

M

C2

C1

C1

TYPE

*SEE A244-A246 FOR 2ND FLOOR WALL TYPES AND ALTERNATE SOFFITS

M6

M5

M5A

M5

M5A

1

M5

C2

C1

M5A

45°

1'6

1/2 "

M5

M5A

M5

COPYRIGHT

C

2ND FLOOR: RESIDNTIAL LEVEL NORTH SECTOR

M2

M2

M1A

KTGY Group, Inc.

Gary Leus gleus@ktgy.com

20150760

12555 West Jefferson Blvd., Suite 100 Los Angeles, California 90066 ktgy.com 310.394.2623

KTGY Project No:

A

W

W

X1

M

M

C2

C1

C1

TYPE

Principal: Manny Gonzalez Project Designer: Sara Fernandez

Project Contact: Email:

Developer

A.2

A.3

3470 Wilshire Boulevard, Suite 700 Los Angeles, CA 90010 213.365.5000 tel

B

B.4

B.5

B.8

C

C.1

C.2

KTGY Group, Inc.

C.5

5

C.7

Gary Leus gleus@ktgy.com

PERMIT SET

20150760

12555 West Jefferson Blvd., Suite 100 No. Date Description Los1 Angeles, California 90066 ktgy.com 2 310.394.2623 3

4 03/23/17 KTGY Project No:

D

Principal: Manny Gonzalez Project Designer: Sara Fernandez

Project Contact: Email:

Developer

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

D.3

ON RGE GSuite 3470 Wilshire Boulevard, 700 EO Los Angeles, CA 90010 No. C15088 213.365.5000 tel Ren.12/31/17

SCALE:

No.

2

1

3

4

D.5

E.9

F

F.5

Date

G

03/23/17

A244

1

Description

PERMIT SET

RGE GON EO

ZA

No. C15088 Ren.12/31/17

C1

TYPE

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

5

E

SECTOR D.7

2ND FLOOR ALTERNATES - NORTH

L EZ , AI A

" 1/2

1'7"

M1A

1'-7"

4.5 4.7 4.9

3'-11" 22'-11"

5"

3 4'-

M1

3'-2 1/2"

135°

3'-11"

4'-7"

19'-1"

23'-5"

22'-5 1/2"

4'-8"

M5

SUSMP PLANTER SEE CIVIL SUSMP PLANTER SEE CIVIL

M5

C1

M2A

M2

M2

135°

2'-7 1/2"

1'-0 1/2"

3.3 3.4

5'-3" 4'-5" 3'-3"

1'-2"

4'-5"

1'-9 1/2"

M3

C1A

7 1/2" M1

5'-0"

5 1/2"

M1A

M5A

2'-5" 2'-8 1/2"

ZA

M3

M3

3'-4 1/2"

R24'-8" END RADIUS

10"

51

1'-9" 2'-11 1/2"

5'-2"

34'-10"

2'-7"

3'-8"

2 1/2"

M3

M5C

M5

C1

M5

"

1/2

8"

15'-2"

"

8"

R24'-

8"

R24'-8" RADIUS

REF. LINE

6'-10 1/2"

C2

2'-9 1/2"

C1

M5

1'0

C1

1'-1" 1'-1"

2'-0"

2'-7"

5"

2.4 2.5

END

9'-1"

C1

4'-8

C2

R2

M5

M1B M5

2'-10 1/2"

°

1.5

5'-6 1/2"

3'-0"

C2

°

M3C

16

A

M5

"

1'-6 1/2

1'-11"

M1A

" LC

'-7 17 C L

A.2

M5

1'-9 1/2"

10'-0" M3B

W10A

13

M3C

17° 15°

A.3

M5

11'-0"

M5

7° 15°

2'-6"

11'-5"

15'-2"

5'-9 1/2"

8'-0 1/2"

14'-0"

25'-0" 4'-2"

2'-9" 2'-5" 2'-7"

B

1'-0"

PA

M5

C1 M5

8'-10"

"

B.2

3" M5

1'-4"

M5

PA

8

B.4

B.7

C

C.3

D

3"

12'-

16'-8"

PA

30'-0"

22'-11"

LOS ANGELES, CA 90010

NUE L G MA

D.2 D.3

E

E.3

F F.3 F.4

G

22'-11"

"

10 1/2"

1/2" 29'-1

10'-0"6"

1'-2 1/2"

3980 WILSHIRE BLVD

3980 WILSHIRE BLVD

1/2 7 2'-

1'-2"

1'-4"

14'-11 1/2"

14'-9"

14'-11"

23'-5"

1'-7 1/2"

10 1/2" 2'-9"

1'-6 1/2"

39'-9 1/2"

21'-6 1/2"

21'-6"

21'-11"

1'-4"

22'-7"

288'-3"

10"

7'-6 1/2"

4'-9"

8'-1 1/2"

9'-10 1/2"

5'-1"

7'-7 1/2"

4"

22'-11"

21'-0"

10'-2 1/2"

2'-4" 9" 8"

2'-10 1/2"

10'-2"

7'-1"

26'-9 1/2"

2'-11 1/2"

1'-4 1/2"

4'-2"

1'-3"

2'-7"

1'-9" 3'-0 1/2"

2'-7"

10 1/2"

2'-6" 1'-2"

3'-3"

20'-4"

11 1/2"

2'-7"

3'-5"

10 1/2"

10 1/2"

11 1/2"

1/2 "

1/2

5"

10 1/2" 10 1/2" 5 1/2" 10 1/2"

5'-5" 96'-1"

5'-1 1/2"

4'-7" 3'-7" 1'-3"

2'-10" 3'-6 1/2" 1'-9" 2'-7 1/2" 9" 2'-0"

10'-0" "

1'-9 1/2" 2'-4 1/2"

4'-4"

6'-1 1/4 5'-3"

10'-0"

17'-7 1/2"

2'-2" 7'-6" 3'-3 1/2"

LOS ANGELES, CA 90010

NUE L G MA

1'-9 1/2"

1'-8 1/2"

5'-0 1/2" 3 1/2" 1'-3" 2'-7"

2'-0 1/2" 4'-0"

9

4'-0" 6'-4"

5" 5'-8 1/2"

13'-11" 4" 1'-4" 21'-3"

5'-0" 10'-0" 10'-0"

10'-0"

4" 45'-11" 50'-4" 33'-0"

4'-7" 2'-6" 11'-5" 5'-8" 9'-6" 13'-0 1/2" 14'-9 1/2" 10'-1" 20'-3" 9'-10 1/2" 19'-9 1/2" 9'-0 1/2" 20'-8 1/2" 7'-10" 5'-8" 16'-2" 29'-8"

Site Context Overview Type I-A Residential Floor Plan | Located at the gateway to Koreatown, 3980 Wilshire Boulevard curves around the corner of Wilton Place in a modern abstraction of the Los Angeles art deco style. | Prior to my involvment, it twice underwent changes in design direction when its two original designers left the firm.

My contributions to the design included a layer of overall simplicity, a set of stepped balconies to engage the curve around the major intersection and approval from the planning department. | Careful attention was paid during documentation to balance the introduction of shear walls into the alternating window rhythm of the approved design. The unit plans were organized to make sense of the otherwise confusing window layout. The juxtaposition of the subterranean column grid and the typical residential floor, shown below in the only Type I-A residential floor, managed limitations in transfer beams and penetrations through column caps. It is currently under construction, expected to be completed by the summer of 2020.

11 1/2"

L EZ , AI A

" 18 .

IN M " 36 .

IN M

18" MIN.

18" MIN.

KTGY Project No:

42" MIN.

3'-11"

Project Contact: Email:

36" MIN.

36" MIN.

3'-6 1/2" 36" MIN.

42" MIN.

12555 West Jefferson Blvd., 42" MIN. Suite 100 Los Angeles, California 90066 ktgy.com 36" 18" 42" MIN. MIN. 310.394.2623 MIN. 36" MIN.

18" MIN.

18" MIN.

36" MIN.

18" MIN.

36" MIN.

" 42 .

MIN

20150760

3'-6 1/2" 36" MIN.

42" MIN.

" 18 .

MIN

18" MIN.

KTGY Group, Inc.

42" MIN.

" 36 .

MIN

36" MIN.

42" MIN.

36" MIN.

18" MIN.

" 42 .

IN M 42" MIN.

Gary Leus gleus@ktgy.com

Principal: Manny Gonzalez Project Designer: Sara Fernandez

Developer

SYMBOL LEGEND

4'-3 1/2"

6'-6"

8" 28'-10"

1'-0"

03/23/17

12'-9 1/2"

PERMIT SET

of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

RGE GON EO

No. C15088 Ren.12/31/17

L EZ , AI A

7'-5 1/2"

UNIT 1C 1 BED / 1 BATH 595 SQ. FT. DECK 55 SQ. FT.

NUE L G MA

9 1/2"

3 1/2"

22'-11"

UNIT 1C, 7TH FLOOR & LOFT PLANS

2'-4 1/2" 5'-2" 10'-5"

2'-2 1/2"

6'-8" 5'-0 1/2"

9 1/2"

7'-5 1/2"

UNIT 1C - PLAN

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

44" MIN.

3'-2" (36"MIN.)

°

4'-0" 19°

28'-10"

16

24'-8"

34'-7 1/2" 46'-9 1/2"

46'-9 1/2"

1'-6 1/2" 4'-2"

7'-7 1/2"

5'-6 1/2"

5'-8 1/2"

°

3'-1"

3'-0"

19'-0" 28'-5"

1'-11 1/2"

3'-1"

5'-8 1/2"

90

46'-9 1/2" 9'-11 1/2"

1 COPYRIGHT

C

W8

12'-2"

7'-2 1/2"

W8A

3'-1 1/2"

5'-4"

3'-5"

17'-11 1/2"

6'-5"

6'-0"

12'-2"

3'-1 1/2"

3

ZA

5'-0 1/2"

10'-5"

Description

5

W8 6'-8"

2'-2 1/2"

8 1/2"

W8

UNITS 2C & 2C-1 PLANS & 5'-5 1/2" 5'-5 1/2" 2'-7 1/2" 1'-4" ACCESSIBILITY PLANS 25'-1 1/2"

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

1 COPYRIGHT

It is the clients responsibility prior to or during construction to notify the architect in writing

W8 5'-2"

No. C15088 Ren.12/31/17

1'-4"

Date

UNIT 2C - PLAN

2

1'-9 1/2"

W7

6'-7 1/2"

11'-5 1/2" 28'-10"

6'-7 1/2" 3'-1" 1'-6 1/2" 4'-2"

7'-2 1/2"

17'-11 1/2"

No.

4

10"

W9A

W8

5'-3"

3'-1 1/2"

9'-8 1/2"

34'-10"

1

2'-5 1/2" 3" 1'-7 1/2" 2'-7 1/2" 1'-10 1/2" 2'-8 1/2"

23'-1"

5 1/2"

2'-3 1/2"

9" 1'-10"

6'-10 1/2" 3'-2 1/2"

12'-9 1/2"

RGE GON EO

9'-8 1/2"

15'-0 1/2" 10'-8 1/2"

15'-0 1/2" 1'-0"

3'-11"

11 1/2"

2

1'-11 1/2"

°

3'-1"

3'-3"

W9

4'-3 1/2"

3'-0 1/2"

of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

11'-7"

3'-1 1/2"

5'-3"

5'-9"

8" 28'-10"

2'-7 1/2" 1'-4"

LOS ANGELES, CA 90010

SOFFIT CEILING HEIGHT AT 7'-6" 14'-0 1/2"

2'-4 1/2"

### SQ. FT #% - ##.# S.F. (## S.F.)

8"

5'-5 1/2"

3980 WILSHIRE BLVD

22'-11" 8'-10 1/2" 6'-6"

28'-10"

90

4'-0"

3'-0" 5'-6 1/2" 6'-5"

SYMBOL LEGEND

4'-9"

UNIT 2C-1 2 BED / 2 BATH 1010 SQ. FT. DECK 68 SQ. FT.

It is the clients responsibility prior to or during construction to notify the architect in writing

3°

10

1'-4" 5'-4"

2'-11"

5'-4"

3'-5"

3'-1 1/2"

7'-0"

2

NON RATED GYP. BD. UTILITY SOFFIT BELOW 1HR FLOOR CEILING ASSEMBLY. PROVIDE NON-COMBUSTIBLE FRAMING (PER CBC SECTION 803.11.2 SET-OUT CONST.)

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

46'-9 1/2"

4'-0" 5'-8 1/2"

2°

13°

6'-3" 6'-6" 28'-5" " 6'-8 1/2

1'-4"

12'-2"

6'-0"

5'-5 1/2" 25'-1 1/2"

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

PERMIT SET

W7

34'-10"

2'-3 1/2"

AN

5'-8 1/2"

°

17°

34'-7 1/2" 46'-9 1/2"

1'-6 1/2"

7'-2 1/2"

17'-11 1/2"

6'-5"

6'-0"

11'-7"

9'-8 1/2"

UNIT 2C-1 - PLAN

03/23/17

5

8"

W8

34'-10"

"

4

°

3'-1 1/2"

5'-3"

2'-7 1/2" 1'-4"

4'-5"

2

77

5'-5 1/2"

Description

REF. LINE

R24'-8"

3

W8

W8A

°

5'-5 1/2"

2'-1"

W9

1

7'-5"

25'-1 1/2"

UNIT 1C - 7TH FLR. 1 BED / 1 BATH 595 SQ. FT. DECK 55 SQ. FT.

8"

8 1/2"

79

°

W8

11'-7"

R24'-8" RADIU S

L EZ , AI A

12'-2"

10

8 1/2"

6'-7 1/2"

7'-9 1/2"

8"

3°

W8A

4

5'-5 1/2"

ZA

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

Date

10°

14°

°

15

R24'END

W8

3°

10

77

AN

UNIT 2C

2 BED700 / 2 BATH 3470 Wilshire Boulevard, Suite 1042 SQ. FT. Los Angeles, CA 90010 DECK 60 SQ. FT. 213.365.5000 tel

W7

No.

3'-3"

°

6'-11"

W8

Developer

"

77

°

77

7'-1 1/2"

20150760

4'-5"

W8

W7

4'-8

Principal: Manny Gonzalez Project Designer: Sara Fernandez REF. LINE

R24'-8"

7'-7 1/2"

5'-6 1/2"

28'-5"

4'-2"

3'-1"

3'-0"

19'-0" 9'-11 1/2"

UNIT 2C-1 2 BED / 2 BATH 1010 SQ. FT. DECK 68 SQ. FT.

1'-11 1/2"

° 90

REF. LINE

46'-9 1/2"

4'-5"

R24'-8"

8"

3'-9 1/2"

6'-3"

R2

Gary Leus gleus@ktgy.com

Project Contact: W9 Email:

5'-8 1/2"

4'-0" 4'-0"

8"

R24'-8 " R24'-8" END RADIU S

3'-1"

5'-8 1/2"

3°

W9

13°

46'-9 1/2"

R24'-8" RADIU S

16

28'-10"

6'-7 1/2"

4'-0" 19°

8"

### SQ. FT #% - ##.# S.F. (## S.F.)

7'-7 1/2"

11'-5 1/2"

° 16

24'-8"

KTGY Project No:

R24'-

END

"

1'-2"

R24'-8"

'-8

2

'-8"

R24

8"

8"

7'-9 1/2"

4'-

8"

2'-6 1/2"

6'-3"

R2

4'-

8"

8"

R2

4'-

R2

5'-3" 5'-5 1/2"

4'-

SOFFIT CEILING HEIGHT AT 7'-6"

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

4'-5"

R24

8"

'-8" 7°

KTGY Group, Inc.

12555 West Jefferson Blvd., Suite 100 Los Angeles, California 90066 5'-5 1/2" 7'-9 1/2" ktgy.com 310.394.2623

UNIT 2C-1 - ACCESSIBILITY PLAN 34'-10"

R24'-8" END RADIUS

R24'-8" END RADIUS

R24'-8"

R24'-8"

R24'-8" END RADIUS

R24

NON RATED GYP. BD. UTILITY SOFFIT BELOW 1HR FLOOR CEILING ASSEMBLY. PROVIDE NON-COMBUSTIBLE FRAMING (PER CBC SECTION 803.11.2 SET-OUT CONST.)

10° 14°

°

R2

30'-5"

11'-5 1/2"

1

4'-5" 2'-2 1/2" 2'-2 1/2"

15

36" MIN. 18" MIN.

6'-9 1/2"

4'-0"

23'-7 1/2"

3'-3"

1'-2"

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

LOS ANGELES, CA 90010

UNIT 2C - ACCESSIBILITY PLAN 34'-10"

3980 WILSHIRE BLVD

4'-5"

2'-4 1/2" (24"MIN.)

36" MIN. 36" MIN.

2

NUE L G MA

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

5'-3"

3°

30'-5"

6'-6"

13°

2'-3 1/2"

42" MIN.

18" MIN.

3'-2" (36"MIN.)

18" MIN. 36" MIN.

36" MIN.

UNIT 2C-1 - ACCESSIBILITY PLAN 34'-10"

42" MIN.

18" MIN.

36" MIN.

2'-4 1/2" (24"MIN.)

36" MIN.

42" MIN.

18" MIN.

3'-2" (36"MIN.)

18" MIN.

18" MIN.

42" MIN.

36" MIN.

12" MIN.

42" MIN.

42" MIN.

18" MIN.

36" MIN.

2'-4 1/2" (24"MIN.)

36" MIN. 18" MIN.

42" MIN.

36" MIN.

42" MIN.

42" MIN.

54" MIN. 18" MIN.

48" MIN.

48" MIN.

48" MIN.

Curved-Corner Unit Floor Plans Window Rhythm Unit Floor Plans Rendering [credit.model.only]

36" MIN.

12" MIN.

3470 Wilshire Boulevard, Suite 700 Los Angeles, CA 90010 213.365.5000 tel

18" MIN.

44" MIN.

36" MIN. 18" MIN.

18" MIN.

36" MIN.

12" MIN.

42" MIN.

54" MIN.

54" MIN. 18" MIN.

44" MIN.

42" MIN.

A604

C

A613

UNIT 2C-1 - PLAN

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

2

2.5

WALL SECTION KEYNOTES

2.4

1'-0"

KTGY Group, Inc.

2'-0"

+87'-6 1/2" (275.80') T.O. PARAPET

12555 West Jefferson Blvd., Suite 100 Los Angeles, California 90066 ktgy.com 310.394.2623

+85'-6 1/2" (273.80') ROOF LEVEL

1'-6"

T.O. SHEATHING

+84'- 1/2" (272.22') BOTT. O. ARCHITECTURAL BAND

KTGY Project No:

7'-5"

R1

Project Contact: Email:

SLOPE 2.3%" MAX.

Developer

3470 Wilshire Boulevard, Suite 700 Los Angeles, CA 90010 213.365.5000 tel

+67'-1 1/2" (255.30') 7TH FLOOR

T.O. SHEATHING

9'-2" PLATE HEIGHT

F4

8'-1 1/2" HEADER HEIGHT

F3

Principal: Manny Gonzalez Project Designer: Sara Fernandez

9'-6" FLOOR HEIGHT

8'-1 1/2" HEADER HEIGHT

+76'-7 1/2" (264.80') MEZZANINE FLOOR

T.O. SHEATHING

20150760

Gary Leus gleus@ktgy.com

Rendering [credit.model.only] Curved-Corner Wall Section

+57'-1 1/2" (245.30') 6TH FLOOR

+47'-1 1/2" (235.30') 5TH FLOOR

8'-1 1/2" HEADER HEIGHT

9'-2" PLATE HEIGHT

+37'-1 1/2" (225.30') 4TH FLOOR

T.O. SHEATHING

SLOPE 1%" MAX.

9'-2" PLATE HEIGHT

8'-1 1/2" HEADER HEIGHT

F3

LOS ANGELES, CA 90010

T.O. SHEATHING

F3

3980 WILSHIRE BLVD

SLOPE 1%" MAX.

9'-2" PLATE HEIGHT

8'-1 1/2" HEADER HEIGHT

F3

No.

Date

+27'-1 1/2" (215.30') 3RD FLOOR (PODIUM SLAB)

T.O. SLAB

10'-0" FLOOR HEIGHT

8'-1 1/2" HEADER HEIGHT

F2

T.O. SLAB

+17'-1 1/2" (205.30') 2ND FLOOR

4'-4 1/2"

F2

Description

1 2

9'-7"

4

13'-11 1/2"

11'-10 1/2" HEADER HEIGHT

3 03/23/17

5

PERMIT SET

It is the clients responsibility prior to or during construction to notify the architect in writing

3'-2 1/2"

T.O. SLAB

3'-2 1/2" (191.35') 1ST FLOOR

WALL SECTION LEGEND

+0'-0" (188.16') LOWEST ADJACENT GRADE

of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

No. C15088 Ren.12/31/17

2.5

2

2.4

L EZ , AI A

NUE L G MA

ZA

RGE GON EO

WALL SECTIONS

WALL SECTION

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

1

A410

UNLIMITED UNITS

299 Thousand Oaks Boulevard 2018 - 2019, Thousand Oaks, Ventura (California)

Client | The Latigo Group Team | Oliver Inauen, Michael Militello, Antonio Piralyan, Keith McCloskey, Joshua Rivera Project Data | Mixed Use [ ~ 133 du/ac ] | 142 Dwelling Units o/ 11,000 SF Retail o/ Parking | [4 Levels] Type V-A Units o/ [1 Level] Type V-A Retail & Type I-A Parking o/ [1 Subterranean Level] Type I-A Parking Program [Phase] | Revit ‘18 [CD]

USA

ND

OA

KS

BO

ULE

VAR D

DEVELOPED MODEL 22

33 18'-2" 18'-2"

44

55

20'-0" 20'-0" 31'-6" 31'-6"

31'-0" 31'-0"

2"2"

10'-11" 10'-11"

66

77

19'-2" 19'-2"

24'-1" 24'-1"

2"2"

7'-10" 7'-10"

10'-11" 10'-11"

14'-1" 14'-1"

2"2"

88

99

6'-2" 6'-2" 9'-8" 9'-8"

24'-10" 24'-10"

2"2"

25'-0" 25'-0"

2"2"

22

JUNE 15, 2018

W6 W6

NTS

MASSING DIAGRAMS W6 W6

W6 W6

W6 W6

FW FW

3'-0" 3'-0"

BB

W2 W2

CC 16'-9" 16'-9"

W4B W4B 248 248 UNIT UNIT2D.2 2D.2 A624 A624

TRASH TRASH1 1

246 246 UNIT UNIT2A.4 2A.4 A621 A621

W1 W1

W1 W1

W1 W1

36'-6" 36'-6"

W4B W4B

R206 R206

30 30

242 242 UNIT1A.6 1A.6 UNIT A612 A612

W1 W1

R206 R206

244 244 UNIT1A.7 1A.7 UNIT A610 A610

30'-0" 30'-0"

W6 W6

W5W4B W4B W5

DD 10'-9" 10'-9"

15 15 W5 W5 W5 W5

IDF IDF2 2

W5 W5 W5 W5

5'-2" 5'-2"

6"6"

6'-2" 6'-2"

10'-10" 10'-10"

1'-2" 1'-2"

2" 2"

7'-6" 7'-6"

EE FF

W5 W5 34'-0" 34'-0"

2"2"

9'-2" 9'-2"

9'-10" 9'-10"

R2FD1 R2FD1 W2 W2 2"2"

W5 W5

16'-0" 16'-0"

30 30

10'-10" 10'-10"

11'-3" 11'-3"

W5 W5

2"2"

R207 R207

W5 W5 W W5

R207 R207

W4B W4B W1 W1

13A R205B R205B13A

41 41 JANITOR JANITOR

R208 R208

W5 W5 2" 2"

R208 R208

245 245 UNIT1B.1 1B.1 UNIT A613 A613

250 250 UNIT2A.2 2A.2 UNIT A621 A621

35'-0" 35'-0"

11'-6" 11'-6"

GG

TYP. TYP

36 36

W6 W6 W2 W2

34'-0" 34'-0"

3'-3" 3'-3"

HH

243 243 UNIT2A.1 2A.1 UNIT A620 A620

W1 W1

W6 W6

II

W1 W1

2" 2"

R205G R205G 2"2"

FW FW

32'-5 32'-5 1/2" 1/2"

26'-3" 26'-3"

TYP. TYP.

35 35

2" 2"

19'-11" 19'-11"

17'-4 17'-4 1/2" 1/2"

35 35

251 251 UNIT UNIT1B.1 1B.1 A613 A613

W1 W1

252 252 252 252 252 UNIT 2A.2 UNIT 2A.2 UNIT UNIT 2A.2 2A.2 UNIT 2A.2 A621 A621 A621 A621 A621

3 333 3 A300 A300 A300 A300 A300

22'-1" 22'-1" 22'-1"

SS S

5 1/2" 551/2" 1/2"

TYP. TYP. TYP.

36 36 36

30'-0" 30'-0" 30'-0"

35 35 35

35

TYP. TYP. TYP.

34'-0" 34'-0" 34'-0"

TYP. TYP. TYP.

36 36 36 W6 W6 W6

3 53 53 53

* * REFER REFER TOTO DETAIL DETAIL 1/A055 1/A055 FOR FOR SPECIFIC SPECIFIC DETAIL DETAIL INFORM INFOR EXIT EXIT SIGNS SIGNS SHALL SHALL BEBE PROVIDED PROVIDED ATAT THE THE FOLLOWING FOLLOWING LOCATION LOCATIO A.A. EACH EACH GRADE GRADE LEVEL LEVEL EXIT EXIT DOOR DOOR SHALL SHALL BEBE IDENTIFIED IDENTIFIED B B.B. EACH EACH DOOR DOOR THAT THAT LEADS LEADS DIRECTLY DIRECTLY TOTO AA GRADE GRADE LEVEL LEV (EXIT (EXIT STAIR) STAIR) SHALL SHALL BEBE IDENTIFIED IDENTIFIED WITH WITH THE THE WORDS WORDS "EXIT "EXIT STAIR STA FW APPROPRIATE APPROPRIATE DIRECTION. DIRECTION. FW FW C.C. EACH EACH EXIT EXIT DOOR DOOR THAT THAT LEADS LEADS DIRECTLY DIRECTLY TOTO AA GRADE GRADE L EXIT EXIT ENCLOSURE ENCLOSURE THAT THAT DOES DOES NOT NOT UTILIZE UTILIZE AA STAIR STAIR OROR RAMP RAMP SUS OFOF ANAN EXIT EXIT PASSAGEWAY PASSAGEWAY SHALL SHALL BEBE IDENTIFIED IDENTIFIED WITH WITH THE THE WORD WO D.D. EACH EACH EXIT EXIT ACCESS ACCESS DOOR FROM FROM INTERIOR INTERIORROOM ROOM OROR A W2 W2 DOOR W2 VISUAL VISUAL EXIT EXIT SIGN, SIGN, SHALL SHALL BEBE IDENTIFIED IDENTIFIED WITH WITH THE THE WORDS WORDS "EXIT "EX

DIMENSION DIMENSIONNOTE NOTE

TACTILE TACTILEEXIT EXITSS

5151

W1 W1 W1

5252

68'-4" 68'-4" 68'-4"

5353 5454 W1 W1 W1 5555 5656 5757

ROOF ROOFSTAIR, STAIR,SEE SEE9/A912.1 9/A912.1

BLDG BLDGFLOOR FLOORCOMP. COMP.NOTES NOTES

EXIT EXITSIGNS SIGNS&&FIRE FIREEXT EX R2S3 R2S3 R2S3

W4B W4B W4B

258 258 258 UNIT 1A.1 UNIT 1A.1 UNIT 1A.1 A610 A610 A610

260 260 260 UNIT 1A.1 UNIT 1A.1 UNIT 1A.1 A610 A610 A610 W1 W1 W1

W1 W1 W1

STAIR STAIR STAIR3 33DNDN DN S3S3 S3

262 262 262 UNIT 1A.1 UNIT 1A.1 UNIT 1A.1 A610 A610 A610

A503 A503 A503

W4B W4B W4B

W1 W1 W1

W6 W6 W6

NN N

W6 W6 W6

FW FW FW

W6 W6 W6

W6 W6 W6

W2 W2 W2

1 11 A413 A413 A413

TT T 1'-6" 1'-6" 1'-6"

30'-0" 30'-0" 30'-0"

2"2" 2"

18'-2" 18'-2" 18'-2"

22 2

PROPERTY PROPERTY LINE PROPERTYLINE LINE CONCRETE CONCRETEWHEEL WHEELSTOP STOP CONCRETE WHEEL STOP ELECTRIC ELECTRICVEHICLE VEHICLECHARGER CHARGERPER PERSPECS. SPECS. ELECTRIC VEHICLE CHARGER PER SPECS. CONCRETE CONCRETE SLAB ON GRADE (SEE STRUCTURAL DRAWINGS) CONCRETESLAB SLABON ONGRADE GRADE(SEE (SEESTRUCTURAL STRUCTURALDRAWINGS) DRAWINGS) REINFORCED REINFORCEDCONCRETE CONCRETESLAB SLAB(SEE (SEESTRUCTURAL STRUCTURALDRAWINGS) DRAWINGS) REINFORCED CONCRETE SLAB (SEE STRUCTURAL DRAWINGS)

5

TYT T

TYT T

TYP. TYP. TYP.

255 255 35 35 255 35 UNIT 1B.1 UNIT 1B.1 UNIT 1B.1 TYP. TYP. ALL ALL MINIMUM MINIMUM CLEAR CLEAR DIMENSIONS DIMENSIONS ARE ARE TOTO FINISH FINISH MATERIAL. MATERIAL. ALL ALL WALL WALL DIMENSIONS DIMENSIONS ARE ARE SHOWN SHOWN TOTO FACE FACE A613 A613 TYP. A613 OFOF FRAMING. FRAMING. FOR FOR CMU CMU OROR CONCRETE CONCRETE WALLS, WALLS, DIMENSIONS DIMENSIONS ARE ARE SHOWN SHOWN TOTO FACE FACE OFOF BLOCK BLOCK OROR CONCRETE CONCRETE SURFACE. SURFACE. 35 35

W6 W6 W6

11 1 22 2 33 3 44 4 55 5

POOL POOL COURTYARD COURTYARD POOL COURTYARD

261 261 W1 W1 261 W1 UNIT 2A.1 UNIT 2A.1 UNIT 2A.1 A620 A620 A620 259 259 259 1. 1.

AUTOMATIC AUTOMATIC FIRE FIRE SPRINKLER SPRINKLER SYSTEM: SYSTEM: 1.MEANS 1.MEANS OFOF EGRESS EGRESS IDENTIFICATION: IDENTIFICATION: W4A W4A UNIT 1B.1 UNIT 1B.1 W4A SYSTEM. UNIT 1B.1 THIS THIS BUILDING BUILDING SHALL SHALL BEBE PROTECTED PROTECTED WITH WITH ANAN NFPA13 NFPA13 AUTOMATIC AUTOMATIC SPRINKLER SPRINKLER SYSTEM. REFER REFER TOTO FIRE FIRE A613 A613 SPRINKLER SPRINKLER DRAWINGS DRAWINGS BYBY OTHERS. OTHERS. A.A. PROVIDE PROVIDE INTERNALLY INTERNALLY ILLUMINATED ILLUMINATED EXIT EXIT SIGNS SIGNS ININ C A613 PLANS PLANS FOR FOR ALL ALL FIXED FIXED FIRE FIRE PROTECTION PROTECTION EQUIPMENT EQUIPMENT SHALL SHALL BEBE SUBMITTED SUBMITTED TOTO THE THE FIRE FIRE MARSHALL MARSHALL FOR FOR 1011.4 1011.4 APPROVAL APPROVAL PRIOR PRIOR TOTO INSTALLATION. INSTALLATION. B.B. PROVIDE PROVIDE FLOOR FLOOR LEVEL LEVEL EXIT EXIT SIGNS SIGNS AND AND APPROVED APPROVE 2. 2.

FIRE FIRE ALARM ALARM SYSTEM: SYSTEM: C.B.C. C.B.C.SECTION SECTION 1011.1 1011.1 && 1011.7 1011.7 THIS THIS BUILDING BUILDING SHALL SHALL HAVE HAVE ANAN APPROVED APPROVED MANUAL MANUAL AND AND AUTOMATIC AUTOMATIC FIRE FIRE ALARM ALARM SYSTEM SYSTEM DESIGNED DESIGNED TOTO C.C. EXIT EXIT SIGNS SIGNS SHALL SHALL BEBE ILLUMINATED ILLUMINATED ATAT ALL ALL TIMES. TIMES. PR WARN WARN THE THE OCCUPANTS OCCUPANTS OFOF THE THE BUILDING BUILDING ININ THE THE EVENT EVENT OFOF AA FIRE. FIRE. (C.B.C. (C.B.C. SECTION SECTION 907.2, 907.2, 907.2.9, 907.2.9, PRIMARY PRIMARY POWER POWER LOSS LOSS ININ CONFORMANCE CONFORMANCE WITH WITH C.B C 907.2.9.1, 907.2.9.1, AND AND NFPA NFPA 7272 ) ) D.D. ADDITIONAL ADDITIONAL EXIT EXIT SIGNS SIGNS MAY MAY BEBE REQUIRED REQUIRED AND AND LOC LO WHEN WHEN SERVING SERVING MORE MORE THAN THAN 100 100 SPRINKLER SPRINKLER HEADS, HEADS, AUTOMATIC AUTOMATIC SPRINKLER SPRINKLER SYSTEMS SYSTEMS SHALL SHALL BEBE DURING DURING FINAL FINAL INSPECTION. INSPECTION. R211 R211 GUNITE GUNITECONCRETE CONCRETEPOOL POOL&&SPA SPAWELL WELLPERIMETER, PERIMETER,SEE SEE 22/A921.

22/A921.SEE SEEPOOL POOL R211 SUPERVISED SUPERVISED BYBY ANAN APPROVED APPROVED U.L. U.L. LISTED LISTED CENTRAL CENTRAL PROPRIETARY PROPRIETARY OROR REMOTE REMOTE STATION STATION SERVICE SERVICE ININ E.E. EGRESS EGRESS LIGHTING LIGHTING TOTO MEET MEET THE THE MINIMUM MINIMUM 1 FOOT 1 FOOT C CONSULTANT CONSULTANTDWGs DWGs ACCORDANCE ACCORDANCE WITH WITH 2013 2013 CBC CBC SEC. SEC. 907.6.5 907.6.5 OROR SHALL SHALL BEBE PROVIDED PROVIDED WITH WITH AA LOCAL LOCAL ALARM ALARM WHICH WHICH WILL WILL GIVE GIVE 30 30 30 ANAN AUDIBLE AUDIBLE SIGNAL SIGNAL ATAT AA CONSTANTLY CONSTANTLY ATTENDED ATTENDED LOCATION. LOCATION. 2.FIRE 2.FIRE EXTINGUISHERS: EXTINGUISHERS: STEPS STEPSTOTORAISED RAISEDPOOL POOLDECK DECK1'-6" 1'-6"ABOVE ABOVE L2L2LEVEL, LEVEL,SEE SEE20/A921.

20/A921.SEE SEE W5 W5 3. 3.

SMOKE SMOKE DETECTORS: DETECTORS: W5 LANDSCAPE LANDSCAPE&&STRUCTURAL STRUCTURALDWGs DWGs EACH EACH DWELLING DWELLING UNIT UNIT SHALL SHALL HAVE HAVE PERMANENTLY PERMANENTLY WIRED WIRED SMOKE SMOKE DETECTORS DETECTORS WITH WITH BATTERY BATTERY BACKUP BACKUP A.A. PROVIDE PROVIDE AA MINIMUM MINIMUM OFOF ONE ONE 2-A/10-B-C 2-A/10-B-C CLASSIFICAT CLASSIFIC R2FD2 R2FD2 FOR INSIDE INSIDE EACH EACH BEDROOM BEDROOM AND AND CENTRALLY CENTRALLY LOCATED LOCATED ININ THE THE CORRIDOR CORRIDOR OROR AREA AREA GIVING GIVING ACCESS ACCESS TOTO TRAVEL TRAVEL DISTANCE DISTANCE FOR EACH EACH 6000 6000 SQUARE SQUARE FEET FEET ORO W4A W4A W5 W5 POOL POOLDECK DECKFENCE FENCEENCLOSURE ENCLOSUREON ON12" 12"CONC CONCBASE BASEALIGNED ALIGNEDW/ W/RAISED RAISEDPOOL POOL R2FD2 W5 W4A SLEEPING SLEEPING AREAS. AREAS. DETECTORS DETECTORS SHALL SHALL SOUND SOUND ANAN ALARM ALARM AUDIBLE AUDIBLE ININ ALL ALL SLEEPING SLEEPING AREAS AREAS OFOF THE THE UNIT. UNIT. A/20-B-C A/20-B-C @@ PARKING PARKING GARAGES) GARAGES) LEVEL, LEVEL,SEE SEEDETAILS DETAILSX/X/AXXX AXXXSEE SEELANDSCAPE LANDSCAPE&&STRUCTURAL STRUCTURAL DWGs DWGs 17'-8" 34'-0" 2"2" 35'-0" 2"2" 17'-8" 34'-0" 35'-0" 2" ALL ALL APPLICABLE APPLICABLE PROVISIONS PROVISIONS PER 2013 2013 CBC CBC 907.2.9 907.2.9 THRU THRU 907.2.9.3 907.2.9.3 AND 2011 2011 GBSC GBSC 4603.7.3 4603.7.3 SHALL SHALL BEBE MET. MET. B.B. ADDITIONAL ADDITIONAL FIRE FIRE EXTINGUISHERS EXTINGUISHERS MAY MAY BEBE REQUIRE REQUIR 17'-8" 34'-0" PER 2"AND 35'-0" W2 W2W5 W5 W5 W5 W5 FACING W4B W4B W5 W5 W5 W5W5 W5 W2 CONCRETE CONCRETECOLUMN COLUMNSHALL SHALLBEBEPAINTED PAINTEDUPUPTOTO48".

48".CORNERS CORNERS FACING DRIVE 4. 4.

INTERIOR INTERIOR FINISHES FINISHES SHALL SHALL COMPLY COMPLY WITH WITH C.B.C. C.B.C. CHAPTER CHAPTER 8. 8.

CHANGE CHANGE DURING DURING FINAL FINAL INSPECTION. INSPECTION. W5 W4BDRIVE W5 W5 W5 REFER REFER TOTO INTERIOR INTERIOR DESIGNER'S DESIGNER'S DRAWINGS DRAWINGS FOR FOR LOCATIONS LOCATIONS && SPECIFICATIONS SPECIFICATIONS OFOF ALL ALL INTERIOR INTERIOR AISLE AISLESHALL SHALLHAVE HAVEA A48" 48"HIGH HIGHSTEEL STEELANGLE. ANGLE.PIPE PIPEGUARDS GUARDSWHERE WHEREREQUIRED. REQUIRED. FINISHES. FINISHES. RAMP RAMPTOTORAISED RAISEDPOOL POOLDECK, DECK,SEE SEE16/A921.

16/A921.SEE SEELANDSCAPE LANDSCAPE&&STRUCTURAL STRUCTURAL 5. 5.

BUILT BUILT ININ FIXTURES FIXTURES SUCH SUCH ASAS MAILBOXES, MAILBOXES, MEDICINE MEDICINE CABINETS, CABINETS, FIRE FIRE EXTINGUISHER EXTINGUISHER CABINETS CABINETS AND AND DWGs DWGs ELECTRICAL ELECTRICAL OUTLET OUTLET PANELS PANELS EXCEEDING EXCEEDING 1616 SQUARE SQUARE INCHES INCHES ININ AREA AREA ASAS WELL WELL ASAS BEHIND BEHIND BATHTUB BATHTUB AND AND SHOWER SHOWER ENCLOSURES ENCLOSURES SHALL SHALL BEBE RATED RATED (SEC. (SEC. 709.6 709.6 OROR 709.7).

709.7).

W4A W4A RAMP RAMPLANDING, LANDING,SEE SEE15/A921.

15/A921.SEE SEELANDSCAPE LANDSCAPE&&STRUCTURAL STRUCTURALDWGs DWGs W4A 30 30 6. 6.

ACCESSIBILITY ACCESSIBILITY DETAILS DETAILS REFER REFER TOTO SHEETS SHEETS A051 A051 TOTO A057 A057 30

256 256 256 UNIT 2D.1 UNIT 2D.1 UNIT 2D.1 A624 A624 A624

RR R

51 51 51

TYP. TYP. TYP.

53 53 53

UTILITY UTILITYSHAFT SHAFTABOVE ABOVE(SEE (SEEMEP MEPDRAWINGS) DRAWINGS) 36 36 36 MECHANICALDUCT DUCT(SEE (SEEMECHANICAL MECHANICAL DRAWINGS) DRAWINGS) 3232 MECHANICAL FUTURERETAIL RETAILEXHAUST EXHAUSTSHAFT SHAFT 3333 FUTURE R210 R210 R210 CONTINUOUSTRENCH TRENCHDRAIN DRAIN(SEE (SEEPLUMBING PLUMBINGDRAWINGS) DRAWINGS) 3434 CONTINUOUS AREADRAIN DRAIN(SEE (SEEPLUMBING PLUMBINGDRAWINGS) DRAWINGS) 3535 AREA LINEOFOFSLOPE SLOPETOTODRAIN, DRAIN,2% 2%MAX MAX 3636 LINE DETECTABLEWARNING WARNINGPAVING/TRUNCATED PAVING/TRUNCATEDDOMES, DOMES,SEE SEEDETAIL DETAILX/AXXX X/AXXX 3737 DETECTABLE PARKINGTURNING TURNINGRADIUS RADIUS(FOR (FORREFERENCE) REFERENCE) 3838 PARKING W5 W5 W5 STEELPEDESTRIAN PEDESTRIAN&&VEHICULAR VEHICULARRAILING, RAILING,SEE SEE19/A917 19/A917FOR FORMORE MOREINFO INFO 3939 STEEL LINEOFOFLANDSCAPE LANDSCAPETRELIIS TRELIISABOVE. ABOVE.SEE SEELANDSCAPE LANDSCAPE&&STRUCTURAL STRUCTURALDWGs DWGs 4040 LINE W5 W5 W5 FLOORSINK SINK 4141 FLOOR PACKAGECONCIERGE CONCIERGE 4242 PACKAGE EXTERIORCONCRETE CONCRETESTEPS STEPS 4343 EXTERIOR 254 MECHANICAL MECHANICALLOUVER, LOUVER,SEE SEELOUVER LOUVERSCHEDULE SCHEDULEA813 A813 4444254 254 UNIT 2A.1 UNIT 2A.1 UNIT 2A.1 HIHI&&LOW LOWDRINKING DRINKINGFOUNTAIN FOUNTAINWITH WITHHANDRAIL, HANDRAIL,SEE SEEDETAIL DETAIL17/A054 17/A054 4545 A620 A620 RETAIL RETAILSHAFT SHAFTACCESS ACCESSDOOR, DOOR,SEE SEEDOOR DOORSCHEDULE SCHEDULE 4646 A620 EXTERIORBOLLARD BOLLARDLIGHT LIGHT 4747 EXTERIOR PROVIDEPOOL POOL&&SPA SPALIFT LIFTPER PERLANDSCAPE LANDSCAPE&&POOL POOLCONSULTANT CONSULTANTDWGs DWGs 4848 PROVIDE IDF IDF3 33 W5 W5 IDF W5 EXTERIORTILED TILEDACCESSIBLE ACCESSIBLESHOWER, SHOWER,SEE SEE 13/A053 13/A053 4949 EXTERIOR R209 R209 POOLEDGE EDGEPAVER PAVERCOPING, COPING,SEE SEE22/A921.

22/A921.SEE SEELANDSCAPE LANDSCAPEDWGs DWGs 5050 POOL R209

KEYNOTES KEYNOTES

11'-4" 11'-4" 11'-4"

QQ Q

35 35 35

30'-0" 30'-0" 30'-0"

PP P

36 36 36

17'-4 1/128" 17'-4 17'-41/128" 1/128"

17'-7" 17'-7" 17'-7" 11'-11" 11'-11" 11'-11"

35'-2" 35'-2" 35'-2"

13'-7" 13'-7" 13'-7"

OO O

2" 2"2"

1818 1919 2020 2121 2222 2323 2424 2525 2626 2727 2828 2929 3030

NN N

AQUA AQUAQUEST QUESTWALK-IN WALK-INANIMAL ANIMALBATH BATH58" 58"LONG LONGW/ W/FAUCET FAUCETPACKAGE PACKAGE&&HAIR HAIR TRAP/INTERCEPTOR TRAP/INTERCEPTOR POOL POOLVAULT VAULTABOVE, ABOVE,SEE SEESLAB SLABPLAN PLANAXXX. AXXX.SEE SEESTRUCTURAL STRUCTURALDWGs DWGs ADA ADAMAILBOXES MAILBOXES- 4C-USPS - 4C-USPSAPPROVED APPROVED(4CADD-10) (4CADD-10) 42" 42"A.F.F. A.F.F.GLASS GLASSRAIL, RAIL,SEE SEE17/A925 17/A925 STRUCTURAL STRUCTURALSTEEL STEELCOLUMN, COLUMN,INTUMESCEDNT INTUMESCEDNTPAINT PAINTSEE SEEA906 A906 TRASH TRASHCHUTE CHUTEABOVE ABOVE TRASH TRASHAND/OR AND/ORRECYCLED RECYCLEDBINS BINSBYBYOWNER OWNER DRYWALL/STUCCO DRYWALL/STUCCOWRAPPED WRAPPEDSTEEL STEELCOLUM, COLUM,SEE SEE11/A917 11/A917 MOTORIZED MOTORIZEDOVERHEAD OVERHEADCOILING COILINGDOOR DOOR17/A920 17/A920 42" 42"A.F.F. A.F.F.LOW LOWWALL, WALL,SEE SEE11/A924 11/A924 PRE-FINISHED PRE-FINISHEDSTEEL STEELCANOPY, CANOPY,FOR FORDETAILS DETAILSSEE SEESCHEDULE SCHEDULEAXXX AXXX STEEL STEELTRELLIS, TRELLIS,SEE SEELANDSCAPE LANDSCAPEDRAWINGS DRAWINGS W6 W6 W6 LANDSCAPE LANDSCAPEPLANTERS. PLANTERS.SEE SEELANDSCAPE LANDSCAPEDWGs DWGs UTILITY UTILITYSHAFT SHAFT(SEE (SEEMEP MEPDRAWINGS) DRAWINGS) 15'-11" 15'-11" 15'-11"

17C 17C

MM M

W6 W6 W6 ACCESSIBLE ACCESSIBLELOADING LOADINGAND ANDUNLOADING UNLOADINGAISLE AISLEWITH WITHPAINTED PAINTED STRIPING. STRIPING.SEE SEE DETAIL DETAIL5/A051 5/A051 ACCESSIBLE ACCESSIBLEPARKING. PARKING.SEE SEEDETAIL DETAIL5/A051 5/A051 ACCESSIBLE ACCESSIBLEPARKING PARKINGWITH WITHSIGNAGE. SIGNAGE.SEE SEEDETAIL DETAIL3/A051 3/A051 PAINTED PAINTEDSYMBOL SYMBOLOFOFACCESSIBILITY. ACCESSIBILITY.SEE SEEDETAIL DETAILX/AXXX X/AXXX PAINTED PAINTEDSTRIPING STRIPING BIKE BIKEPARKING, PARKING,SEE SEESPECIFICATIONS SPECIFICATIONS BIKE BIKEREPAIR REPAIRSTATION STATION STANDPIPE STANDPIPEHOSE HOSECONNECTION CONNECTION FIRE FIREDEPARTMENT DEPARTMENTCONNECTION CONNECTION MDC MDCJUNIOR JUNIORFORCED FORCEDAIR AIRDRYER, DRYER,SEE SEESPECS SPECS MDC MDCMINI-VAC, MINI-VAC,SEE SEESPECS SPECS

2'-3" 2'-3" 2'-3"

99

35'-0" 35'-0" 35'-0"

88

1010 1111 1212 1313 14A 14A 14B 14B 1515 1616 17A 17A 17B 17B

55 55 55

W7 W7 W7 W7 W7 W7

TYP. TYP. TYP.

A307 A307 A307

W7 W7 3131 W7

PARKING PARKINGSTRIPING, STRIPING,COATS COATSOFOFWHITE WHITETRAFFIC TRAFFICPAINT PAINTDOUBLE DOUBLESTRIPING STRIPINGOFOF STALLS STALLSSHALL SHALLBEBEPER PERX/AXXX X/AXXX 8'-2" 8'-2"MIN. MIN.CLEARANCE CLEARANCEFOR FORACCESSIBLE ACCESSIBLEPARKING PARKINGPER PERDETAIL DETAILX/AXXX X/AXXX

TYP. TYP. TYP.

5 1/2" 551/2" 1/2"

7'-5" 7'-5" 7'-5"

22'-2" 22'-2" 22'-2"

36'-2" 36'-2" 36'-2"

OUTDOOR OUTDOOR TERRACE TERRACE OUTDOOR TERRACE

LL L PROPERTY PROPERTYLINE LINE 20 20 CONCRETE CONCRETEWHEEL WHEELSTOP STOP 20 ELECTRIC ELECTRICVEHICLE VEHICLECHARGER CHARGERPER PERSPECS. SPECS. CONCRETE CONCRETESLAB SLABON ONGRADE GRADE(SEE (SEESTRUCTURAL STRUCTURALDRAWINGS) DRAWINGS) REINFORCED REINFORCEDCONCRETE CONCRETESLAB SLAB(SEE (SEESTRUCTURAL STRUCTURALDRAWINGS) DRAWINGS) DIRECTIONAL DIRECTIONALARROW, ARROW,COATS COATSWHITE WHITETRAFFIC TRAFFICPAINT, PAINT,SEE SEE1/A920 1/A920

35 35 35

9'-3" 9'-3" 9'-3"

KK K

50 50 TYP. TYP.

TYP. TYP. TYP.

W6 W6 W6 R209 R209 R209

W7 W7 W7

51 51

55 55

253 253 253 253 253 UNIT 1A.5 UNIT 1A.5 UNIT 1A.5 UNIT 1A.5 UNIT 1A.5 A611 A611 A611 A611 A611

W6 W6 W6

2 222 2 A301 A301 A301 A301 A301

77

W6 W6

W5 W5

/ A223 / A223 11

A306 A306 A306 A306 A306

TYP. TYP.

36 36

W5 W5 W5 W5 W5

/ A222 11 1 A222 // A222

11 22 33 44 55 66

W1 W1

W5 W5 W5

W6 W6 W6 W6 W6

15'-3" 15'-3" 15'-3"

JJJJJ

8'-9" 8'-9"

TYP. TYP.

6'-8" 6'-8" 6'-8"

# 170249

A412 A412

ENTITLEMENT

1'-6" 1'-6" 1'-6"

USAND OAKS BLVD

S, CA

THO

33 3

3131 31 3232 32 3333 33 3434 34 3535 35

25'-0" 25'-0" 25'-0"

20'-0" 20'-0" 20'-0"

2"2" 2"

25'-0" 25'-0" 25'-0"

31'-0" 31'-0" 31'-0"

44 4

UTILITY UTILITY SHAFT ABOVE (SEE MEP DRAWINGS) UTILITYSHAFT SHAFTABOVE ABOVE(SEE (SEEMEP MEPDRAWINGS) DRAWINGS) MECHANICAL MECHANICALDUCT DUCT(SEE (SEEMECHANICAL MECHANICALDRAWINGS) DRAWINGS) MECHANICAL DUCT (SEE MECHANICAL DRAWINGS) FUTURE FUTURERETAIL RETAILEXHAUST EXHAUSTSHAFT SHAFT FUTURE RETAIL EXHAUST SHAFT CONTINUOUS CONTINUOUSTRENCH TRENCHDRAIN DRAIN(SEE (SEEPLUMBING PLUMBINGDRAWINGS) DRAWINGS) CONTINUOUS TRENCH DRAIN (SEE PLUMBING DRAWINGS) AREA AREADRAIN DRAIN(SEE (SEEPLUMBING PLUMBINGDRAWINGS) DRAWINGS) AREA DRAIN (SEE PLUMBING DRAWINGS)

2"2" 2"

25'-0" 25'-0" 25'-0"

19'-2" 19'-2" 19'-2"

55 5

2"2" 2"

7'-10" 7'-10" 7'-10"

66 6

6'-2" 6'-2" 6'-2"

77 7

ALL ALL MINIMUM MINIMUM CLEAR CLEAR DIMENSIONS DIMENSIONS ARE ARE TOTO FINISH FINISH MATERIAL. MATERIAL. ALL ALL WALL WALL DIMENSIONS DIMENSIONS ARE ARE SHOWN SHOWN TOTO FACE FACE ALL MINIMUM CLEAR DIMENSIONS ARE TO FINISH MATERIAL. ALL WALL DIMENSIONS ARE SHOWN TO FACE OFOF OF FRAMING. FRAMING. FOR FOR CMU CMU OROR OR CONCRETE CONCRETE WALLS, WALLS, DIMENSIONS DIMENSIONS ARE ARE SHOWN SHOWN TOTO TO FACE FACE OFOF OF BLOCK BLOCK OROR OR FRAMING. FOR CMU CONCRETE WALLS, DIMENSIONS ARE SHOWN FACE BLOCK CONCRETE CONCRETE SURFACE. SURFACE. CONCRETE SURFACE.

10'-8" 10'-8" 10'-8"

2"2" 2" 24'-10" 24'-10" 24'-10"

88 8

99 9

* ** REFER REFER TOTO DETAIL DETAIL 1/A055 1/A055 FOR FOR SPECIFIC SPECIFIC DETAIL DETAIL INFORM INFOR REFER TO DETAIL 1/A055 FOR SPECIFIC DETAIL INFOR EXIT EXIT SIGNS SIGNS SHALL SHALL BEBE BE PROVIDED PROVIDED ATAT AT THE THE FOLLOWING FOLLOWING LOCATIONS LOCATIO EXIT SIGNS SHALL PROVIDED THE FOLLOWING LOCATIO A.A. A. EACH EACH GRADE GRADE LEVEL LEVEL EXIT EXIT DOOR DOOR SHALL SHALL BEBE BE IDENTIFIED IDENTIFIED B EACH GRADE LEVEL EXIT DOOR SHALL IDENTIFIED B.B. B. EACH EACH DOOR DOOR THAT THAT LEADS LEADS DIRECTLY DIRECTLY TOTO TO AA A GRADE GRADE LEVEL LEVE EACH DOOR THAT LEADS DIRECTLY GRADE LEVE (EXIT (EXIT STAIR) STAIR) SHALL SHALL BEBE BE IDENTIFIED IDENTIFIED WITH WITH THE THE WORDS WORDS "EXIT "EXIT STAIR STA (EXIT STAIR) SHALL IDENTIFIED WITH THE WORDS "EXIT STA APPROPRIATE APPROPRIATE DIRECTION. DIRECTION. APPROPRIATE DIRECTION.

| Designed by Michael Militello as a modern Los Angeles rendition of the prairie style, 299 Thousand Oaks Boulevard layers metal cantilevered eaves atop wood framed construction over a stone veneer base; layers which indent to form a public plaza off the city’s main street. | Unlike the other projects in this portfolio, I did not contribute to this project’s design process. I instead joined at the beginning of design development which, in addition to the challenge of working in Revit, added a condensed time frame within which to study the planning department’s approval. | Tasked with preparing for and gaining approval from the city’s building & fire departments, my duties included running weekly team meetings, coordinating the buildings systems and reviewing projected billings with Oliver Inauen, the project’s senior manager. | 299 TOB is currently undergoing in-person meetings w/ prospective GCs as part of the bidding/negotiations phase.

Its construction is expected to start by early 2020.

2" 2"

13'-2" 13'-2"

26'-0" 26'-0"

R205F

17'-4 1/2"

3'-0"

R205E 16'-0"

R205D 13C 3'-0"

4"

R204

6'-0"

49

8'-1"

3'-0"

OUTDOOR PASSAGEWAY OUTDOOR PASSAGEWAY OUTDOOR PASSAGEWAY

TYP. TYP.

W7 W7

A307

W7 W7

TYP.

53

R218A R218A R218A R218A R218A

W7

12D 12D

50

55 55

21 21

W6

TYP.

TYP. TYP.

36 36

51 51

FITNESS ROOM ROOM FITNESS R218 R218

TYP. TYP. TYP. TYP.

TYP. TYP.

35 35

TYP. TYP.

35 35

TYP. TYP.

36 36

TYP. TYP.

24 24

36 36

*

2

CONCRETE WHEEL STOP

04-08-2019 05-20-2019

34'-0" 34'-0" 34'-0"

W2 PHONE NO. NO. W2 PHONE

1'-2" 1'-2" 1'-2" 9'-10" 9'-10" 9'-10"

A503 A503

264 264 UNIT 2A.3 2A.3 UNIT A621 A621

W4B W4B

W6 W6

W6 W6

2" 2"

7 7

NSIONS NSIONS ARE ARE SHOWN SHOWN TO TO FACE FACE FACE OF OF BLOCK BLOCK OR OR FACE

10'-8" 10'-8"

2" 2"

35'-2" 35'-2"

24'-10" 24'-10"

8 8

9 9

11 A303 A303

19'-11 19'-11 1/2" 1/2" 26'-0" 26'-0"

26'-0" 26'-0"

10 10

11 11

44 4 A300 A300 A300

35'-2" 35'-2"

5'-0" 5'-0"

21'-5" 21'-5"

12 12

1'-2 1'-21/2" 1/2"

2" 2"

22 2 A303 A303 A303 2"2" 8'-10 8'-10 1/2" 1/2" 10'-3" 10'-3" 10'-3"

13 13 13 13

25'-0" 25'-0"

2"2"

14 14 14

10'-1 10'-11/2" 1/2"

16 16

PROPERTY PROPERTYLINE LINE 11 ** REFER 1-HR REFER TO TO DETAIL DETAIL 1/A055 1/A055 FOR FOR SPECIFIC SPECIFIC DETAIL DETAIL INFORMATION INFORMATION AND AND REQUIREMENTS. REQUIREMENTS. TACTILE TACTILE 1-HR FIRE FIRE PARTITION PARTITION CONCRETE CONCRETEWHEEL WHEELSTOP STOP 22 EXIT SIGNS SIGNS SHALL SHALL BE BE PROVIDED PROVIDED AT AT THE THE FOLLOWING FOLLOWING LOCATIONS: LOCATIONS: EXIT 2-HR FIRE FIRE WALL WALL // BARRIER BARRIER 2-HR A. EACH GRADE GRADE LEVEL LEVEL EXIT EXIT DOOR DOOR SHALL SHALL BE BE IDENTIFIED IDENTIFIED BY

BY THE THE WORD WORD "EXIT" "EXIT" ELECTRIC ELECTRICVEHICLE VEHICLECHARGER CHARGERPER PERSPECS. SPECS. 33 A. EACH 3-HR FIRE FIRE WALL WALL B. EACH DOOR DOOR THAT THAT LEADS LEADS DIRECTLY DIRECTLY TO TO A A GRADE GRADE LEVEL LEVEL EXTERIOR EXTERIOR EXIT EXIT BY

BY THE THE MEANS MEANS OF AN CONCRETE 3-HR B. EACH CONCRETESLAB SLABON ONGRADE GRADE(SEE (SEESTRUCTURAL STRUCTURAL DRAWINGS) DRAWINGS) 44OF AN (EXIT STAIR) STAIR) SHALL SHALL BE BE IDENTIFIED IDENTIFIED WITH WITH THE THE WORDS WORDS "EXIT "EXIT STAIR STAIR DOWN" DOWN" OR OR "EXIT "EXIT STAIR STAIR UP" UP" BASED BASED ON ON X 44DRAWINGS) WOOD OR METAL METAL STUD STUD WALL WALL (EXIT REINFORCED REINFORCEDCONCRETE CONCRETESLAB SLAB(SEE (SEESTRUCTURAL STRUCTURAL DRAWINGS) 55 22 X WOOD OR APPROPRIATE DIRECTION. DIRECTION. APPROPRIATE

LEVEL 2 SEGMENT PLAN 3 31 31 32 32 33 33 34 34 35 35

UTILITY UTILITYSHAFT SHAFTABOVE ABOVE(SEE (SEEMEP MEPDRAWINGS) DRAWINGS) MECHANICAL MECHANICALDUCT DUCT(SEE (SEEMECHANICAL MECHANICALDRAWINGS) DRAWINGS) FUTURE FUTURERETAIL RETAILEXHAUST EXHAUSTSHAFT SHAFT CONTINUOUS CONTINUOUSTRENCH TRENCHDRAIN DRAIN(SEE (SEEPLUMBING PLUMBINGDRAWINGS) DRAWINGS) AREA AREADRAIN DRAIN(SEE (SEEPLUMBING PLUMBINGDRAWINGS) DRAWINGS)

1'-0" 1'-0"

3'-0" 3'-0" 16'-9" 16'-9" 10'-9" 10'-9"

TYP. TYP.

12555 12555W. W.Jeffer Jeffe Suite Suite100 100 Los LosAngeles, Angeles,CA C ktgy.com ktgy.com 310.394.2623 310.394.2623

30'-1" 30'-1"

A301 A301

7'-8 7'-81/2" 1/2"

W5 W5 206 206 ** REFER FOR SPECIFIC DETAIL REFER TO TO DETAIL DETAIL 1/A055 1/A055 FOR1B.1 SPECIFIC DETAIL INFORMATION INFORMATION AND AND REQUIREMENTS. REQUIREMENTS. TACTILE TACTILE UNIT UNIT 1B.1 EXIT EXIT SIGNS SIGNS SHALL SHALL BE BE PROVIDED PROVIDED AT AT THE THE FOLLOWING FOLLOWING LOCATIONS: LOCATIONS: A613 A613SHALL BE IDENTIFIED BY THE WORD "EXIT" A. EACH GRADE GRADE LEVEL LEVEL EXIT EXIT DOOR DOOR A. EACH SHALL BE IDENTIFIED BY THE WORD "EXIT" B. EACH DOOR DOOR THAT THAT LEADS LEADS DIRECTLY DIRECTLY TO TO A A GRADE GRADE LEVEL LEVEL EXTERIOR EXTERIOR EXIT EXIT BY

BY THE THE MEANS MEANS OF B. EACH OF AN AN (EXIT STAIR) STAIR) SHALL SHALL BE BE IDENTIFIED IDENTIFIED WITH WITH THE THE WORDS WORDS "EXIT "EXIT STAIR STAIR DOWN" DOWN" OR OR "EXIT "EXIT STAIR STAIR UP" UP" BASED BASED ON ON (EXIT APPROPRIATE DIRECTION. DIRECTION. APPROPRIATE C. EACH EXIT EXIT DOOR DOOR THAT THAT LEADS LEADS DIRECTLY DIRECTLY TO TO A A GRADE GRADE LEVEL LEVEL EXTERIOR EXTERIOR EXIT EXIT BY

BY MEANS MEANS OF OF AN AN C. EACH EXIT ENCLOSURE ENCLOSURE THAT THAT DOES DOES NOT NOT UTILIZE UTILIZE A A STAIR STAIR OR OR RAMP RAMP SUCH SUCH AS AS RATED RATED CORRIDORS, CORRIDORS, OR OR BY

BY MEANS MEANS EXIT OF AN AN EXIT EXIT PASSAGEWAY PASSAGEWAY SHALL SHALL BE BE IDENTIFIED IDENTIFIED WITH WITH THE THE WORDS WORDS "EXIT "EXIT ROUTE" ROUTE" OF D. EACH EXIT EXIT ACCESS ACCESS DOOR DOOR FROM FROM INTERIOR INTERIOR ROOM ROOM OR OR AREA AREA THAT THAT IS IS REQUIRED REQUIRED TO TO HAVE HAVE A A D. EACH VISUAL EXIT SIGN, SHALL BE IDENTIFIED WITH THE WORDS "EXIT ROUTE" VISUAL EXIT SIGN, SHALL BE IDENTIFIED WITH THE WORDS "EXIT ROUTE"

TYP. TYP.

LEVEL 2 SEGMENT PLAN 1

1-HR 1-HR FIRE FIRE PARTITION PARTITION 2-HR FIRE FIRE WALL WALL // BARRIER BARRIER 2-HR

3-HR 3-HR FIRE FIRE WALL WALL R2ST3 R2ST3 22 X X 44 WOOD WOOD OR OR METAL METAL STUD STUD WALL WALL X 66 WOOD WOOD OR OR METAL METAL STUD STUD WALL WALL 22 X

207 207 UNIT UNITS1.4 S1.4 A601 A601

REINFORCED CONCRETE DECK DECK REINFORCED CONCRETE WALL WALL (SEE STRUCTURAL STRUCTURAL FOR FOR SHEAR SHEAR WALL (SEE WALL LOCATION AND AND ADDITIONAL ADDITIONAL INFORMATION) INFORMATION) LOCATION

F.E.C F.E.C

SURFACE SURFACE MOUNTED MOUNTED FIRE FIRE EXTINGUISHER EXTINGUISHER CABINET CABINET

SEMI-RECESSED OR SURFACE MOUNTED FIRE SEMI-RECESSED DECK DECKOR SURFACE MOUNTED FIRE ALARM ALARM ANNUNCIATOR ANNUNCIATOR UNDER UNDER SEPARATE SEPARATE PERMIT PERMIT SEMI-RECESSED OR SEMI-RECESSED OR SURFACE SURFACE MOUNTED MOUNTED FIRE FIRE ALARM ALARM R2ST2 R2ST2 CONTROL PANEL CONTROL PANEL UNDER UNDER SEPARATE SEPARATE PERMIT PERMIT EXIT SIGN SIGN -- ILLUMINATED, ILLUMINATED, CEILING CEILING MOUNTED, MOUNTED, 11 SIDED SIDED EXIT DIRECTIONAL ARROW ARROW WHERE WHERE REQUIRED REQUIRED LOWEST LOWEST PART PART DIRECTIONAL MIN 7'-0" 7'-0" ABOVE ABOVE FLOOR FLOOR MIN

F.A. F.A.

SEGMENT SEGMENT 2 2

THE THELATIGO LATIGOGR G 12424 12424WILSHIR WILSHIR LOS LOSANGELES, ANGELES PHONE PHONENO. NO.

It is the clients responsibility prior to or d It is the clients responsibility prior to or d writing of any perceived errors or omiss writing of any perceived errors or omiss contractor thoroughly knowledgeable wi contractor thoroughly knowledgeable wi construction should reasonably be awar construction should reasonably be awar perceived errors or omissions shall be r perceived errors or omissions shall be r clients subcontractors proceeding with clients subcontractors proceeding with defects in construction if these procedu defects in construction if these procedu

SEGMENT SEGMENT 1 1

NN

150' 150' HOSE HOSE PULL PULL LEVELS LEVELS 2-4, 2-4, 200' 200' HOSE HOSE PULL PULL LEVELS LEVELS G0-G1 G0-G1

FLOOR FLOOR DRAIN, DRAIN, SEE SEE SHEETS SHEETS A921 A921 & & A921.1 A921.1 (PODIUM), (PODIUM), AND AND DETAIL DETAIL 8/A924 8/A924 (DECKS).

(DECKS). W6 W6 ADA ACCESSIBLE ADA ACCESSIBLE PATH PATH OF OF EGRESS, EGRESS, SLOPE SLOPE LESS LESS THAN THAN 5% 5% 28'-9" 11 28'-9"

W5 W5

W5 W5

3'-10" 3'-10" 1t DOOR REFERENCE WINDOW 1t DOOR REFERENCE WINDOW REFERENCE REFERENCE NN BD. SOFFIT BELOW RATED FLOOR NON RATED RATED GYP. GYP. NON BD. SOFFIT BELOW RATED FLOOR CEILING ASSEMBLY. ASSEMBLY. PROVIDE PROVIDE NON-COMBUSTIBLE NON-COMBUSTIBLE CEILING FRAMING FRAMING (SET-OUT (SET-OUT CONST.) CONST.)

SEGMENT SEGMENT 3 3

SEGMENT SEGMENT 4 4

STANDPIPE SEE DETAIL 11/A907 STANDPIPE CABINET, CABINET, 1 1 SEE DETAIL 11/A907

KEY PLAN

LEGEND

A410 A410

211 211 UNIT UNIT1A.3 1A.3 A611 A611

A505 UP UPA505 W4B W4B

W6 W6

W6 W6

FLOOR PL LEVEL L2 SEGMENT

OO

N N

HARDROCK HARDROCK CONCRETE CONCRETE TOPPING TOPPING S.C. S.C.

S4 S4

W6 W6

1

M M

REINFORCED REINFORCED CMU CMU WALL WALL

STAIR STAIR44

W4B W4B

LL

Developer Developer

W1 W1

F.A.C.P. F.A.C.P. 209 209 UNIT UNITS1.5 S1.5 A601 A601

PP

COPYRIGHT COPYRIGHT

© ©

QQ

RR

W6 W6

22

SS

A413 A413

TT 2"2"

35'-0" 35'-0"

2"2"

18 18

Date Date

11-2-2018 11-2-2018 12-17-2018 12-17-2018 02-04-2019 02-04-2019 04-08-2019 04-08-2019 05-20-2019 05-20-2019

25'-0" 25'-0"

28'-0" 28'-0"

2"2"

9'-10" 9'-10"

2"2"

29'-0" 29'-0"

19 19

25'-2" 25'-2"

1'-6" 1'-6"2'-4" 2'-4"2'-3" 2'-3"

29'-0" 29'-0"

20 20

8'-0" 8'-0"

21 21

5'-0" 5'-0"

22 22 23 23

24 24

Description Description

No. No.

100% Schematic Design 100% Schematic Design 50% Design Development 50% Design Development 100% Design Development 100% Design Development 50% Construction Documents 50% Construction Documents Building Department Submittal Building Department Submittal

Date Date 11-2-2018 11-2-2018 12-17-2018 12-17-2018 02-04-2019 02-04-2019 04-08-2019 04-08-2019 05-20-2019 05-20-2019

1

ALL ALLMINIMUM MINIMUMCLEAR CLEARDIMENSIONS DIMENSIONSARE ARETO TOFINISH FINISHMATERIAL. MATERIAL.ALL ALLWALL WALLDIMENSIONS DIMENSIONSARE ARESHOWN SHOWNTO TOFACE FACE OF OFFRAMING. FRAMING.FOR FORCMU CMUOR ORCONCRETE CONCRETEWALLS, WALLS,DIMENSIONS DIMENSIONSARE ARESHOWN SHOWNTO TOFACE FACEOF OFBLOCK BLOCKOR OR CONCRETE CONCRETESURFACE. SURFACE.

Date

04-08-2019 04-08-2019 05-20-2019 05-20-2019

SCALE: SCALE: 1/8" == 1'-0" 1'-0" 1/8"

22 A410 A410

SYMBOLS LEGEND

W4B W4B

213 213 UNIT UNIT1A.1 1A.1 A610 A610

No.

No. 11-2-2018 DateMM Principal: Principal: 11-2-2018 12-17-2018 Project Project12-17-2018 Designer Designe 02-04-2019 02-04-2019

KK

36 36

W1 W1

W5 W5

KTGY KTGYProjec Projec

Project ProjectContact: Contact Email: Email: OINA OIN

11

DECK DECK

NN

17 17

SCALE: SCALE: 1/8" == 1'-0" 1'-0" 1/8"

7'-6" 7'-6" 2'-5 2'-51/2" 1/2"

11'-6" 11'-6" 6'-0" 6'-0"

15 15 EXIT SIGNS & FIRE EXTINGUISHERS

FW FW

3'-3" 3'-3"

47'-4 47'-41/2" 1/2" 31'-6" 31'-6"

W1 W1

W1 W1

26'-0" 26'-0"

No. No.

35 35

W2 W2

25'-0" 25'-0"

15'-10 15'-101/2" 1/2"

1 1 // A224 A224

R2ST4 R2ST4

215 215 UNIT UNIT2A.1 2A.1 A620 A620

217 217 UNIT UNIT1A.1 1A.1 A610 A610

W6 W6

1 A223 1 A223

6 6

6'-2" 6'-2"

©

W1 W1

W6 W6

/ /

25'-0" 25'-0" 7'-10" 7'-10"

22 22

W6 W6

W2 W2

11/ /A224 A224

FW FW W6 W6

A222

Architecture Architecture

JJJJ

/ A221 11/ A221

TACTILE EXIT SIGNS

BLDG FLOOR COMP. NOTES

219 219 UNIT UNIT1A.1 1A.1 A610 A610

W1 W1

W1 W1

11 1 A300 A300 A300

FLOOR PLAN LEVEL L2 SEGMENT 2 PLAN

1'-0" 1'-0"

N N

W6 W6

221 221 UNIT UNIT 2A.1 2A.1 A620 A620

310-991-8000 310-991-8000

II

W1 W1 W1

205 205 205 UNIT 2E.1 UNIT UNIT2E.1 2E.1 A625 A625 A625

DIMENSION NOTE

H H

W6 W6 W6 W6

204 204 2041C.1 204 UNIT UNIT 1C.1 UNIT 1C.1 UNIT 1C.1 A615 A615 A615 A615

W6 W6 W6 W6

50% Construction Documents Building Department Submittal

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or

7'-4" 7'-4" 7'-4"

OUTDOOR OUTDOOR TERRACE TERRACE

TYP. TYP.

20170249 20170249

29'-9 29'-9 1/2" 1/2"

W1 W1for any clients subcontractors proceeding with the work. The client will be responsible defects in construction if these procedures are not followed.

W5 W5 W1 W1 216 216 UNIT UNITL/W.1 L/W.1 UNIT UNITL/W.1 L/W.1 UNIT UNITS1.1 S1.1 A614 SYSTEM: A614 A614 A614 1.MEANS OF 1.

FIRE SPRINKLER SPRINKLER 1.MEANS OF EGRESS EGRESS IDENTIFICATION: IDENTIFICATION: 1. AUTOMATIC AUTOMATIC FIRE SYSTEM: A600 A600 THIS THIS BUILDING BUILDING SHALL SHALL BE BE PROTECTED PROTECTED WITH WITH AN AN NFPA13 NFPA13 AUTOMATIC AUTOMATIC SPRINKLER SPRINKLER SYSTEM. SYSTEM. REFER REFER TO TO FIRE FIRE W5 W5 A. SPRINKLER DRAWINGS BY OTHERS. A. PROVIDE PROVIDE INTERNALLY INTERNALLY ILLUMINATED ILLUMINATED EXIT EXIT SIGNS SIGNS IN IN CONFORMANCE CONFORMANCE WITH WITH C.B.C. C.B.C. SECTION SECTION SPRINKLER DRAWINGS BY OTHERS. 1011.4 PLANS 1011.4 PLANS FOR FOR ALL ALL FIXED FIXED FIRE FIRE PROTECTION PROTECTION EQUIPMENT EQUIPMENT SHALL SHALL BE BE SUBMITTED SUBMITTED TO TO THE THE FIRE FIRE MARSHALL MARSHALL FOR FOR B. PROVIDE FLOOR LEVEL EXIT SIGNS AND APPROVED PATH MARKING IN CONFORMANCE APPROVAL PRIOR TO INSTALLATION. B. PROVIDE FLOOR LEVEL EXIT SIGNS AND APPROVED PATH MARKING IN CONFORMANCE WITH WITH APPROVAL PRIOR TO INSTALLATION. C.B.C. SECTION 1011.1 2.

C.B.C. SECTION 1011.1 & & 1011.7 1011.7 2. FIRE FIRE ALARM ALARM SYSTEM: SYSTEM: C. IN THIS W4B W4B C. EXIT EXIT SIGNS SIGNS SHALL SHALL BE BE ILLUMINATED ILLUMINATED AT AT ALL ALL TIMES. TIMES. PROVIDE PROVIDE BACKUP BACKUP POWER POWER IN CASE CASE OF OF THIS BUILDING BUILDING SHALL SHALL HAVE HAVE AN AN APPROVED APPROVED MANUAL MANUAL AND AND AUTOMATIC AUTOMATIC FIRE FIRE ALARM ALARM SYSTEM SYSTEM DESIGNED DESIGNED TO TO WARN PRIMARY LOSS IN WARN THE THE OCCUPANTS OCCUPANTS OF OF THE THE BUILDING BUILDING IN IN THE THE EVENT EVENT OF OF A A FIRE. FIRE. (C.B.C. (C.B.C. SECTION SECTION 907.2, 907.2, 907.2.9, 907.2.9, PRIMARY POWER POWER LOSS IN CONFORMANCE CONFORMANCE WITH WITH C.B.C. C.B.C. SECTION SECTION 1011.5.3 1011.5.3 D. MAY BE TO CHANGE 907.2.9.1, D. ADDITIONAL ADDITIONAL EXIT EXIT SIGNS SIGNS MAY BE REQUIRED REQUIRED AND AND LOCATIONS LOCATIONS ARE ARE SUBJECT SUBJECT 907.2.9.1, AND AND NFPA NFPA 72 72 )) 46 46 TO CHANGE DURING WHEN DURING FINAL FINAL INSPECTION. INSPECTION. WHEN SERVING SERVING MORE MORE THAN THAN 100 100 SPRINKLER SPRINKLER HEADS, HEADS, AUTOMATIC AUTOMATIC SPRINKLER SPRINKLER SYSTEMS SYSTEMS SHALL SHALL BE BE TRASH TRASH 22 LEVEL E. CANDLE AT SUPERVISED W4B W4B W5 E. EGRESS EGRESS LIGHTING LIGHTING TO TO MEET MEET THE THE MINIMUM MINIMUM 11 FOOT FOOT CANDLE AT FLOOR FLOOR LEVEL SUPERVISED BY

BY AN AN APPROVED APPROVED U.L. U.L. LISTED LISTED CENTRAL CENTRAL PROPRIETARY PROPRIETARY OR OR REMOTE REMOTE STATION STATION SERVICE SERVICE IN IN W5 ACCORDANCE WITH DN 2013 ACCORDANCE DN WITH 2013 CBC CBC SEC. SEC. 907.6.5 907.6.5 OR OR SHALL SHALL BE BE PROVIDED PROVIDED WITH WITH A A LOCAL LOCAL ALARM ALARM WHICH WHICH WILL WILL GIVE GIVE R216 R216 AN 2.FIRE AN AUDIBLE AUDIBLE SIGNAL SIGNAL AT AT A A CONSTANTLY CONSTANTLY ATTENDED ATTENDED LOCATION. LOCATION. 2.FIRE EXTINGUISHERS: EXTINGUISHERS: 3.

3. SMOKE SMOKE DETECTORS: DETECTORS: R216 R216 A. 2-A/10-B-C CLASSIFICATION FIRE EACH A. PROVIDE PROVIDE A A MINIMUM MINIMUM OF OF ONE ONE 2-A/10-B-C CLASSIFICATION FIRE EXTINGUISHER EXTINGUISHER WITHIN WITHIN 75 75 FEET FEET EACH DWELLING DWELLING UNIT UNIT SHALL SHALL HAVE HAVE PERMANENTLY PERMANENTLY WIRED WIRED SMOKE SMOKE DETECTORS DETECTORS WITH WITH BATTERY BATTERY BACKUP BACKUP TRAVEL EACH INSIDE R2FD3 R2FD3 IN TRAVEL DISTANCE DISTANCE FOR FOR EACH 6000 6000 SQUARE SQUARE FEET FEET OR OR PORTION PORTION THEREOF THEREOF ON ON EACH EACH FLOOR. FLOOR. (2(2INSIDE EACH EACH BEDROOM BEDROOM AND AND CENTRALLY CENTRALLY LOCATED LOCATED IN THE THE CORRIDOR CORRIDOR OR OR AREA AREA GIVING GIVING ACCESS ACCESS TO TO W5 W5 34'-0" 19'-6"IN 34'-0" @ 10'-10" 6'-0" 34'-0" 2"2" 19'-6" 2"2" OF 34'-0" 2"2" 10'-10" 6'-0" A/20-B-C SLEEPING AN A/20-B-C @ PARKING PARKING GARAGES) GARAGES) SLEEPING AREAS. AREAS. DETECTORS DETECTORS SHALL SHALL SOUND SOUND AN ALARM ALARM AUDIBLE AUDIBLE IN ALL ALL SLEEPING SLEEPING AREAS AREAS OF THE THE UNIT. UNIT. W2 W2 ALL 2013 AND 2011 GBSC 4603.7.3 SHALL BE MET. B. BE REQUIRED AND LOCATIONS ARE SUBJECT TO ALL APPLICABLE APPLICABLE PROVISIONS PROVISIONS PER PER 2013 CBC CBC 907.2.9 907.2.9 THRU THRU 907.2.9.3 907.2.9.3 B. ADDITIONAL ADDITIONAL FIRE FIRE EXTINGUISHERS EXTINGUISHERS MAY MAY BE REQUIRED W5 W5AND LOCATIONS ARE SUBJECT TO W5 W5 W5 W5 AND 2011 GBSC 4603.7.3 SHALL BE MET. CHANGE 4.

CHANGE DURING DURING FINAL FINAL INSPECTION. INSPECTION. 4. INTERIOR INTERIOR FINISHES FINISHES SHALL SHALL COMPLY COMPLY WITH WITH C.B.C. C.B.C. CHAPTER CHAPTER 8.

8.

REFER TO INTERIOR DESIGNER'S DRAWINGS FOR LOCATIONS & SPECIFICATIONS OF ALL INTERIOR REFER TO INTERIOR DESIGNER'S DRAWINGS FOR LOCATIONS & SPECIFICATIONS OF ALL INTERIOR FINISHES. FINISHES. IDF IDF44 5.

BUILT IN FIXTURES SUCH AS MAILBOXES, MEDICINE CABINETS, FIRE EXTINGUISHER CABINETS AND 5. BUILT IN FIXTURES SUCH AS MAILBOXES, MEDICINE CABINETS, FIRE EXTINGUISHER CABINETS AND R214 R214 ELECTRICAL ELECTRICAL OUTLET OUTLET PANELS PANELS EXCEEDING EXCEEDING 16 16 SQUARE SQUARE INCHES INCHES IN IN AREA AREA AS AS WELL WELL AS AS BEHIND BEHIND BATHTUB BATHTUB AND AND R214 R214 SHOWER SHOWER ENCLOSURES ENCLOSURES SHALL SHALL BE BE RATED RATED (SEC. (SEC. 709.6 709.6 OR OR 709.7).

709.7).

6.

6. ACCESSIBILITY ACCESSIBILITY DETAILS DETAILS REFER REFER TO TO SHEETS SHEETS A051 A051 TO TO A057 A057 R2S4 R2S4

COPYRIGHT

30'-0" 30'-0"

262 262 NIT 1A.1 1A.1 NIT A610 A610

DN DN

W6 W6

36

THE LATIGO LATIGO GROUP, GROUP, LLC LLC THE FW FW 12424 WILSHIRE WILSHIRE BLVD. #650 #650 12424 BLVD. LOS ANGELES, ANGELES, CA CA 90025 90025 LOS

KEY PLAN

30'-0" 30'-0"

36 36

W4B W4B

STAIR 33 STAIR S3 S3

LEGEND KEYNOTES

TYP. TYP.

R2S3 R2S3

TYP. TYP.

ALL ALL MINIMUM MINIMUM CLEAR CLEAR DIMENSIONS DIMENSIONS ARE ARE TO TO FINISH FINISH MATERIAL. MATERIAL. ALL ALL WALL WALL DIMENSIONS DIMENSIONS ARE ARE SHOWN SHOWN TO TO FACE FACE OF FRAMING. FRAMING. FOR OF FOR CMU CMU OR OR CONCRETE CONCRETE WALLS, WALLS, DIMENSIONS DIMENSIONS ARE ARE SHOWN SHOWN TO TO FACE FACE OF OF BLOCK BLOCK OR OR CONCRETE SURFACE. SURFACE. CONCRETE W6 W6

35'-0" 35'-0" 5'-8" 5'-8"

EXIT SIGNS & FIRE EXTINGUISHERS

F F

W6 W6

22

Developer Developer

1

30'-0" 30'-0"

16'-0" 16'-0"

11 1

2" 2"

W6 W6

35 35

W6 W6 36

No. Date MANNY Description A411 A411 Principal: GONZALEZ Principal: MANNY 11-2-2018 100% SchematicGONZALEZ Design 12-17-2018 50% Design Development Project02-04-2019 Designer: 100% K. McCLOSKEY 46'-10" 46'-10" Project Designer: K. DesignMcCLOSKEY Development SCALE: 1/8" = 1'-0"

SYMBOLS LEGEND

68'-4" 68'-4"

OTES

11 1 A411 A411 A411 28'-7" 28'-7"

KTGY Project Project No: No: KTGY

W1 W1 31'-0 31'-01/2" 1/2"

1'-0" 1'-0"

26 26

A305 Project Contact: Contact: OLIVER OLIVER INAUEN A305 Project INAUEN A305 Email: OINAUEN@KTGY.COM Email: OINAUEN@KTGY.COM

W6 W6

299 299 THOUSAND THOUSAND OAKS OAKS BLVD. BLVD.

TACTILE EXIT SIGNS

26 26

A304 A304

12555 W. W. Jefferson Jefferson Blvd.

Blvd.

12555 Suite 100 100 Suite Los Angeles, Angeles, CA CA 90066 90066 Los ktgy.com ktgy.com 310.394.2623 310.394.2623

2"2"

CONCRETE WHEEL STOP EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: 2 2-HR FIRE WALL / BARRIER ELECTRIC 3 A. EACH GRADE LEVEL EXIT DOOR SHALL BE IDENTIFIED BY THE WORD "EXIT" ELECTRIC VEHICLE VEHICLE CHARGER CHARGER PER PER SPECS. SPECS. 3 3-HR FIRE WALL B. EACH DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY THE MEANS4 OF AN CONCRETE SLAB ON GRADE (SEE STRUCTURAL DRAWINGS) 4 ONCONCRETE SLAB ON GRADE (SEE STRUCTURAL DRAWINGS) (EXIT STAIR) SHALL BE IDENTIFIED WITH THE WORDS "EXIT STAIR DOWN" OR "EXIT STAIR UP" BASED 2 X 4DRAWINGS) WOOD OR METAL STUD WALL REINFORCED 5 FW REINFORCED CONCRETE CONCRETE SLAB SLAB (SEE (SEE STRUCTURAL STRUCTURAL DRAWINGS) 5 APPROPRIATE DIRECTION. FW SEE 6 X 6 WOOD OR1/A920 METAL STUD WALL C. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS DIRECTIONAL ARROW, ARROW, COATS COATS WHITE WHITE TRAFFIC TRAFFIC2 PAINT, PAINT, SEE 1/A920 6 OF AN DIRECTIONAL EXIT ENCLOSURE THAT DOES NOT UTILIZE A STAIR OR RAMP SUCH AS RATED CORRIDORS, OR BY MEANS W1B PARKING STRIPING, STRIPING, COATS COATS OF OF WHITE WHITE TRAFFIC TRAFFICREINFORCED PAINT DOUBLE DOUBLE STRIPING OF CONCRETE WALL W1B PARKING PAINT STRIPING OF 7 OF AN EXIT PASSAGEWAY SHALL BE IDENTIFIED WITH THE WORDS "EXIT ROUTE" 7 STALLS (SEE STRUCTURAL FOR SHEAR WALL STALLS SHALL SHALL BE BE PER PER X/AXXX X/AXXX D. EACH EXIT ACCESS DOOR FROM INTERIOR ROOM OR AREA THAT IS REQUIRED TO HAVE A 35 W2 35 LOCATION AND ADDITIONAL 8'-2" MIN. CLEARANCE FOR ACCESSIBLE PARKING PER DETAIL DETAIL X/AXXX INFORMATION) 8 W2 VISUAL EXIT SIGN, SHALL BE IDENTIFIED WITH THE WORDS "EXIT ROUTE" 8'-2" MIN. CLEARANCE FOR ACCESSIBLE PARKING PER X/AXXX 8 TYP.UNLOADING AISLEREINFORCED W6 CMU WALL ACCESSIBLE STRIPING. TYP. W6 ACCESSIBLE LOADING LOADING AND AND UNLOADING AISLE WITH WITH PAINTED PAINTED STRIPING. SEE SEE

38'-2 38'-2 1/4" 1/4"

G G

Architecture + + Planning Planning Architecture

226 226 UNIT UNITS1.1 S1.1 A600 A600

UTILITY SHAFT SHAFT ABOVE ABOVE (SEE (SEE MEP MEP DRAWINGS) DRAWINGS) UNITL/W.1 L/W.1 UNIT 31 UTILITY 31 A614 A614 MECHANICAL 32 MECHANICAL DUCT (SEE (SEE MECHANICAL MECHANICAL DRAWINGS) DRAWINGS) R218B R218B DUCT 32 R218B FUTURE 33 FUTURE RETAIL RETAIL EXHAUST EXHAUST SHAFT SHAFT 33 CONTINUOUS 34 CONTINUOUS TRENCH TRENCH DRAIN DRAIN (SEE (SEE PLUMBING PLUMBING DRAWINGS) DRAWINGS) 34 AREA 35 AREA DRAIN DRAIN (SEE (SEE PLUMBING PLUMBING DRAWINGS) DRAWINGS) 35 LINE 36 LINE OF OF SLOPE SLOPE TO TO DRAIN, DRAIN, 2% 2% MAX MAX 36 DETECTABLE 37 DETECTABLE WARNING WARNING PAVING/TRUNCATED PAVING/TRUNCATED DOMES, DOMES, SEE SEE DETAIL DETAIL X/AXXX X/AXXX 37 W1 W1 PARKING 38 PARKING TURNING TURNING RADIUS RADIUS (FOR (FOR REFERENCE) REFERENCE) 38 STEEL 39 STEEL PEDESTRIAN PEDESTRIAN & & VEHICULAR VEHICULAR RAILING, RAILING, SEE SEE 19/A917 19/A917 FOR FOR MORE MORE INFO INFO 39 W6 W6 9 LINE 40 9 LINE OF OF LANDSCAPE LANDSCAPE TRELIIS TRELIIS ABOVE. ABOVE. SEE SEE LANDSCAPE LANDSCAPE & & STRUCTURAL STRUCTURAL DWGs DWGs 40 DETAIL 263 DETAIL 5/A051 5/A051 263 FLOOR SINK 41 W6 261 FLOOR SINK 41 1 ACCESSIBLE PARKING. SEE DETAIL 5/A051 10 W6 UNIT 261 1 ACCESSIBLE PARKING. SEE DETAIL 5/A051 10 W5 W5 UNIT 2A.3 2A.3 PACKAGE 42 UNIT 2A.1 2A.1 PACKAGE CONCIERGE CONCIERGE 42 ACCESSIBLE WITH SIGNAGE. SEE DETAIL 3/A051 11 A621 UNIT ACCESSIBLE PARKING PARKING WITH SIGNAGE. SEE DETAIL 3/A051 11 OUTDOOR TERRACE A621 OUTDOOR TERRACE SEE DETAIL X/AXXX EXTERIOR A620 43 PAINTED EXTERIOR CONCRETE CONCRETE STEPS STEPS 43 12 A620 PAINTED SYMBOL SYMBOL OF OF ACCESSIBILITY. ACCESSIBILITY. SEE DETAIL X/AXXX 12 F.E.C MECHANICAL SCHEDULE 44 SURFACE MOUNTED FIRE EXTINGUISHER CABINET 1.MEANS OF EGRESS IDENTIFICATION: PAINTED 13 MECHANICAL LOUVER, LOUVER, SEE SEE LOUVER LOUVERSEGMENT SCHEDULE2 A813 A813 SEGMENT 1 4A 44 PAINTED STRIPING STRIPING 13 4A LER SYSTEM. REFER TO FIRE 223 HI WITH 45 W5 W5 BIKE 14A SEMI-RECESSED OR SURFACE MOUNTED FIRE 45 HI & & LOW LOW DRINKING DRINKING FOUNTAIN FOUNTAIN WITH HANDRAIL, HANDRAIL, SEE SEE DETAIL DETAIL 17/A054 17/A054 223 BIKE PARKING, PARKING, SEE SEE SPECIFICATIONS SPECIFICATIONS 14A F.A. A. PROVIDE INTERNALLY ILLUMINATED EXIT SIGNS IN CONFORMANCE WITH C.B.C. SECTION UNIT 2A.1 ALARM ANNUNCIATOR UNDER PERMIT46 RETAIL BIKE 14B UNIT SEPARATE 2A.1 RETAIL SHAFT SHAFT ACCESS ACCESS DOOR, DOOR, SEE SEE DOOR DOOR SCHEDULE SCHEDULE BIKE REPAIR REPAIR STATION STATION 46 14B D TO THE FIRE MARSHALL FOR 1011.4 A620 15 EXTERIOR SEMI-RECESSED OR SURFACE MOUNTED FIRE ALARM 47 B. PROVIDE FLOOR LEVEL EXIT SIGNS AND APPROVED PATH MARKING IN CONFORMANCE A620 STANDPIPE HOSE HOSE CONNECTION CONNECTION 15 WITHSTANDPIPE EXTERIOR BOLLARD BOLLARD LIGHT LIGHT 47 F.A.C.P. TYP. TYP. CONTROL PANEL UNDER SEPARATE PERMIT C.B.C. SECTION 1011.1 & 1011.7 FIRE 16 PROVIDE POOL & SPA LIFT PER LANDSCAPE & POOL CONSULTANT 48 FIRE DEPARTMENT DEPARTMENT CONNECTION CONNECTION 16 PROVIDE POOL & SPA LIFT PER LANDSCAPE & POOL CONSULTANT DWGs DWGs 48 R2E3 R2E3 ALARM SYSTEM DESIGNED TO C. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. PROVIDE BACKUP POWER IN CASE OF MDC JUNIOR FORCED AIR R2E3 36 DRYER, 17A CEILING MOUNTED, 1 SIDED W6 EXTERIOR 49 MDC JUNIOR FORCED AIR DRYER, SEE SEE SPECS SPECS EXIT SIGN - ILLUMINATED, 36 17A W6 SECTION 907.2, 907.2.9, PRIMARY POWER LOSS IN CONFORMANCE WITH C.B.C. SECTION 1011.5.3 EXTERIOR TILED TILED ACCESSIBLE ACCESSIBLE SHOWER, SHOWER, SEE SEE 13/A053 13/A053 DIRECTIONAL ARROW WHERE REQUIRED LOWEST49PART MDC MINI-VAC, SEE SPECS 17B ELEVATOR 3 ELEVATOR ELEVATOR 33 MDC MINI-VAC, SEE SPECS D. ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE POOL SEE 50 17B ELEVATOR POOL EDGE EDGE PAVER PAVER COPING, COPING, SEE SEE 22/A921.

22/A921.

SEE 3LANDSCAPE LANDSCAPE DWGs DWGs 50 MIN 7'-0" ABOVE FLOOR R SYSTEMS SHALL BE DURING FINAL INSPECTION. AQUA W/ FAUCET PACKAGE & AQUA QUEST QUEST WALK-IN WALK-IN ANIMAL ANIMAL BATH BATH 58" 58" LONG LONG FAUCET PACKAGE & HAIR HAIR GUNITE SEE E3 E3 E3 17C GUNITE CONCRETE CONCRETE POOL POOL & & SPA SPA WELL WELL PERIMETER, PERIMETER, SEE 22/A921.

22/A921. SEE SEE POOL POOL 150' W/ HOSE PULL LEVELS 2-4, 200' HOSE PULL LEVELS G0-G1 MOTE STATION SERVICE IN E. EGRESS LIGHTING TO MEET THE MINIMUM 1 FOOT CANDLE AT FLOOR LEVEL E3 17C 51 TRAP/INTERCEPTOR 51 TRAP/INTERCEPTOR CONSULTANT DWGs DWGs W4B W4B LOCAL ALARM WHICH WILL GIVE CONSULTANT POOL VAULT ABOVE, SEE SLAB PLAN AXXX. SEE STRUCTURAL DWGs A512 SEGMENT 3 SEGMENT 4 A512 A512 18 POOL VAULT ABOVE, SEE SLAB PLAN AXXX. SEE STRUCTURAL A512 18 2.FIRE EXTINGUISHERS: FLOOR DRAIN, SEEDWGs SHEETS A921 & A921.1 (PODIUM), AND STEPS TO RAISED POOL DECK 1'-6" ABOVE L2 LEVEL, SEE 20/A921. SEE W5 ADA STEPS TO RAISED POOL DECK 19 W5 1'-6" ABOVE L2 LEVEL, SEE 20/A921. SEE 52 ADA MAILBOXES MAILBOXES -- 4C-USPS 4C-USPS APPROVED APPROVED (4CADD-10) (4CADD-10) DETAIL 8/A924 (DECKS).

19 52 LANDSCAPE 42" 20 75 FEET LANDSCAPE & & STRUCTURAL STRUCTURAL DWGs DWGs W4B RS WITH BATTERY BACKUP A. PROVIDE A MINIMUM OF ONE 2-A/10-B-C CLASSIFICATION FIRE EXTINGUISHER WITHIN 42" A.F.F. A.F.F. GLASS GLASS RAIL, RAIL, SEE SEE 17/A925 17/A925 ADA ACCESSIBLE PATH OF EGRESS, SLOPE LESS THAN 5% 20 W5 W4B W5 STRUCTURAL STEEL R2FD2 REA GIVING ACCESS TO TRAVEL DISTANCE FOR EACH 6000 SQUARE FEET OR PORTION THEREOF ON EACH 21 FLOOR. (2POOL ON 12" CONC BASE ALIGNED W4A W5 STRUCTURAL STEEL COLUMN, COLUMN, INTUMESCEDNT INTUMESCEDNT PAINT PAINT SEE SEE A906 A906 R2FD2 21 R212 POOL DECK DECK FENCE FENCE ENCLOSURE ENCLOSURE CONC ALIGNED W/ W/ RAISED RAISED POOL POOL W5 W4A 53 R212 1/2" ON 12"8'-1" 8'-1" BASE 1'-61/2" 1/2" 7'-11 1/2" TRASH CHUTE 1 53 EEPING AREAS OF THE UNIT. A/20-B-C @ PARKING GARAGES) 1t 22 DOOR REFERENCE WINDOW REFERENCE N DWGs 19'-11 LEVEL, SEE SEEW5 DETAILS X/7'-11 AXXX SEE LANDSCAPE &1'-6 STRUCTURAL DWGs TRASH CHUTE ABOVE ABOVE R213 22 19'-11 1/2" 1/2" W5 LEVEL, DETAILS X/ AXXX & STRUCTURAL R213 35'-0" 2" 35'-2" 30'-0" 7'-11 1/2" SEE LANDSCAPE 8'-1" 1'-6 1/2" 1 GBSC 4603.7.3 SHALL BE MET. AND/OR RECYCLED BINS BY OWNER B. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO TRASH 23 35'-0" 2" 35'-2" 30'-0" 7'-11 1/2" 8'-1" 1'-6 1/2" W2 23 W6 TRASH AND/OR RECYCLED BINS BY OWNER NON RATED GYP. BD. SOFFIT BELOW RATED FLOOR W5 CONCRETE COLUMN COLUMN SHALL SHALL BE BE PAINTED PAINTED UP UP TO TO 48".

48". CORNERS CORNERS FACING FACING DRIVE DRIVE W5 W5 W5 W2 W5 CHANGE DURING FINAL INSPECTION. W5 W5 W5 DRYWALL/STUCCO WRAPPED STEEL COLUM, SEE CONCRETE 24 SEE 11/A917 11/A917 24 W6 DRYWALL/STUCCO WRAPPED STEEL COLUM, CEILING 54 ASSEMBLY. PROVIDE NON-COMBUSTIBLE54 AISLE TIONS OF ALL INTERIOR MOTORIZED AISLE SHALL SHALL HAVE HAVE A A 48" 48" HIGH HIGH STEEL STEEL ANGLE. ANGLE. PIPE PIPE GUARDS GUARDS WHERE WHERE REQUIRED. REQUIRED. 25 MOTORIZED OVERHEAD OVERHEAD COILING COILING DOOR DOOR 17/A920 17/A920 25 FRAMING (SET-OUT CONST.) 42" 11/A924 26 RAMP TO TO RAISED RAISED POOL POOL DECK, DECK, SEE SEE 16/A921.

16/A921. SEE SEE LANDSCAPE LANDSCAPE & & STRUCTURAL STRUCTURAL 42" A.F.F. A.F.F. LOW LOW WALL, WALL, SEE SEE 35 11/A924 26 RAMP NGUISHER CABINETS AND 55 35 FOR PRE-FINISHED SCHEDULE AXXX 55 27 DWGs HARDROCK CONCRETE PRE-FINISHED STEEL STEEL CANOPY, CANOPY, FOR DETAILS DETAILS SEE SEE SCHEDULE AXXX TOPPING 27 WELL AS BEHIND BATHTUB AND DWGs STEEL TRELLIS, SEE LANDSCAPE DRAWINGS 28 TYP. STEEL TRELLIS, SEE LANDSCAPE DRAWINGS RAMP LANDING, LANDING, SEE SEE 15/A921.

15/A921. SEE SEE LANDSCAPE LANDSCAPE & & STRUCTURAL STRUCTURAL DWGs DWGs 28 56 W4A TYP. RAMP 56 W4A LANDSCAPE SEE 29 30 LANDSCAPE PLANTERS. PLANTERS.S.C. SEE LANDSCAPE LANDSCAPE DWGs DWGs STANDPIPE CABINET, SEE DETAIL 11/A907 29 30 ROOF STAIR, STAIR, SEE SEE 9/A912.1 9/A912.1 57 ROOF UTILITY 57 30 UTILITY SHAFT SHAFT (SEE (SEE MEP MEP DRAWINGS) DRAWINGS) 30

ENSIONS ARE SHOWN TO FACE O FACE OF BLOCK OR

26 26

W5 W5 W5 W5

W5 W5 W5 W5

LEVEL 2 SEGMENT PLAN 2

21 21

12A 12A 1-HR FIRE PARTITION

PROPERTY 1 PROPERTY LINE LINE 1 REFER TO DETAIL 1/A055 FOR SPECIFIC DETAIL INFORMATION AND REQUIREMENTS. TACTILE

24 24

W6 W6

7'-6" 7'-6"

MECH CLOSET CLOSET MECH W6 W6

OUTDOORPASSAGEWAY PASSAGEWAY OUTDOOROUTDOOR PASSAGEWAY OUTDOOR PASSAGEWAY TYP. W7 TYP. TYP. W7 W7 W7 W7 W7 36 W7 36 36

24 24

12B 12B

53 53

R217 R217 R217 R217 R217

W5 W5 W5

12C 12C

50 50

POOL COURTYARD COURTYARD POOL

5'-9" 5'-9" 5'-9"

51

R218 R218 R218 R218 R218

W7

21 21 11 11 A917 A917

TYP. TYP. TYP.

FITNESS ROOM R218

TYP. TYP.

35 35 35

W7 W7 W7

13'-6"

11 A414 A414

TYP.

36

20 20

24 24

19'-6" 19'-6" 19'-6"

TYP.

22 A923 A923

TYP. TYP.

36

35

26 26

21 21

25'-5 3/4" 25'-5 3/4"

W6 W6

11 A923 A923

36 36

36 A306 A306 A306

29 29

W7 W7

TYP. TYP.

24 24 24

35 TYP.

52

TYP.

TYP.

3 3

35 35

8'-7 8'-7 1/2" 1/2"

UP UP

66 A923 A923

TYP. TYP.

R203

8'-7"

35 TYP.

35

36 36

W7 R202A R202A R202A

W7

38'-7" 38'-7"

FW

32'-5 1/2"

W7

26 26

299 299 THOUSAND THOUSAND OAKS OAKS BLVD. BLVD.

R205G

R219 R219

YOGA ROOM W7 R202

W6

W2

21 21

W6 W6

26 26

26'-3" 26'-3"

R203

TYP. TYP.

44 A917 A917

59'-10" 59'-10"

W6 W6

1'-11" 1'-11" 1'-11"

R204

35 35

W5 W5 W5

21 W6

W5

20 20

36 36

22'-1" 22'-1"

MEN

9'-10 1/2"

36

WOMENS

2"2" 2"

W1

2 A414

W5 W5

21 W3

R205 TYP.

W6 W6

232 232 UNIT S1.1 S1.1 UNIT A600 A600

E E

TYP. TYP.

R2G1 R2G1

33'-1" 33'-1"

21 CLUB ROOM 243 UNIT 2A.1 A620

25'-6" 25'-6"

35 35

7'-5" 7'-5"

6'-7" 6'-7"

TYP. TYP.

35 35

2" 2"

W5

TYP. TYP.

17'-7" 17'-7"

R202B

R202A

36 36

19'-6" 19'-6"

W5

45

19'-8"

YOGA STORAGE

W5

15'-8"

R205C

19'-8" 19'-8"

13B R205A

MECHANICAL CLOSET

1/2" 551/2"

R205B 13A

TYP. TYP.

33 A411 A411

R200 R200

W6 W6

PHONE PHONE NO. NO.

D D

2" 2"

W5 W5

W5

THE THE LATIGO LATIGO GR GR 12424 12424 WILSHIR WILSHIR LOS ANGELES, LOS ANGELES,

11'-11" 11'-11"

W5

17 A930

W6 W6 R2S1 R2S1

33 33

13'-0 13'-01/2" 1/2"

6" 2'-2"

E2 A510 9'-10" 18'-4 1/2" W4B W5 W5 W5 W5 6'-7"

9'-2 1/2"

W4A W4A

33 A410 A410

19'-11 1/2" 19'-11 1/2"

10 1/2"

310-991-8000 W6 W6

201 201 UNIT 2C.1 2C.1 UNIT A623 A623

W1 W1

202 202 UNIT 1A.8 1A.8 UNIT A612 A612

13'-7" 13'-7"

10'-1"

9'-3 1/2"

M8 M8

UP UP

7 1/2" 7 1/2" 6'-9" 6'-9"

46'-7"

2"2'-10 1/2"

C C

UP UP M8 M8

203 203 UNIT UNIT 1D.1 1D.1 A616 A616

Developer Developer

B B

15'-11" 15'-11"

W5 W5

DECK DECK

15 15

11'-0 1/2" 11'-0 1/2"

W5

Principal: M Principal: M Project Project Designer Designer

W6 W6

26 26

47'-101/2" 1/2" 47'-10

W5

STAIR STAIR 11 S1 S1 A500 A500

11 11 A915 A915

13'-6" 13'-6"

2"

16'-0"

10 1/2"

W2

20 20

299 THOUSAND OAKS BLVD.

9'-10"

R2FD1

W5

M6 M6

W6 W6

26 26

N N

PHONE NO.

ELEVATOR 2 W4B W4B

W5

KTGY KTGY Projec Projec

Project Project Contact: Contact: Email: OINA Email: OINA

44 A410 A410

2'-3" 2'-3"

R201

30

W5

Architecture Architecture

20170249

THE LATIGO GROUP, LLC 12424 WILSHIRE BLVD. #650 R2ST1 R2ST1 26 90025 LOS ANGELES, CA 26

W6 W6

234 234 UNIT UNIT S1.3 S1.3 A601 A601

W4B

10'-7"

15

-2"

ELEVATOR W1 LOBBY

W4B

R201

W1 W1 W1

30'-0"

R2S2

IDF 1

W5

236 236 236 UNIT S1.1 UNIT UNIT S1.1 S1.1 A600 A600 A600

A510

9"

W5 W4B

W4B

E1

15

1'-0" 1'-0"

2'-0" 2'-0"

1/2" 331/2"

ELEVATOR 1

DN

W4A 238 UNIT 1A.2 A610

5'-10"

W1

30'-0" 30'-0"

W4B

30

240 UNIT 1A.1 A610

242 UNIT 1A.6 A612

W1

R206

5'-10" 5'-10"

TRASH 1

R206

12'-0" 12'-0"

11'-3" 11'-3"

Developer

W4B

1

26'-4" 26'-4"

14'-5 1/2" 14'-5 1/2"

1'-0"

W6

W2

2'-6" 2'-6"

12555 12555 W. W. Jeffer Jeffer Suite Suite 100 100 Los Los Angeles, Angeles, CA CA ktgy.com ktgy.com 310.394.2623 310.394.2623

Principal: MANNY GONZALEZ Project Designer: K. McCLOSKEY 3'-5 1/2"

W6 W6

A501 N

1/2" 881/2"

S2

W6

22'-6" 22'-6"

7'-6" 7'-6"

KTGY Project No: 44 A411 A411

STAIR 2 W6

W6

FW

2" 2"

Project Contact: OLIVER INAUEN Email: OINAUEN@KTGY.COM

1

W6

8'-7 1/2" 1/2" 8'-7

11'-4" 11'-4"

1 11 A302 A302 A302

A412

W6

2" 2"

6'-8" 6'-8"

2 A302

24'-0" 24'-0"

12555 W. Jefferson Blvd.

Suite 100 Los Angeles, CA 90066 ktgy.com 310.394.2623

//

11 A222 A222

2 22 A300 A300 A300

1'-6 1/2" 1/2" 1'-6

Architecture + Planning

299 THOUSAND OAKS BLVD.

19'-4 1/2"12'-9 12'-9 1/2" 1/2"

1'-0" 1'-0"

6'-8 6'-8 1/2" 1/2"

24 24

10'-9" 10'-9"

2"

23 23 5'-0" 5'-0"

9'-41/2" 1/2" 9'-4

6'-3"

7'-6" 7'-6"

11'-7 1/2"

22 22 8'-0" 8'-0"

2'-51/2" 1/2" 2'-5

2'-4"

21 21 29'-0" 29'-0"

2" 2"

6"6"

2"

27'-8"

20 20 29'-0" 29'-0"

26'-2" 26'-2"

2"

19 19 28'-0" 28'-0"

1 127/128" 1 127/128"

1'-4"

18 18 26'-0" 26'-0"

1'-0" 1'-0"

23'-8"

17 17 10'-1 1/2" 10'-1 1/2" 1/2" 55 1/2" 3'-2" 6'-6" 6'-6" 3'-2"

27'-2" 27'-2"

2"

16 16 15'-10 15'-10 1/2" 1/2"

2" 2"

25'-0"

14

10'-3" 10'-3"

21'-5"

1'-0" 1'-0"

2"

13 13 13

12 5'-0"

8'-5 8'-51/2" 1/2"

9'-8"

11 26'-0"

1 / A221

2"

10 26'-0"

9'-1" 9'-1"

9 24'-10"

19'-7" 19'-7"

8 6'-2"

8'-8 8'-81/2" 1/2"

7 7'-10"

19'-8" 19'-8"

6

Site Context Overview [credit.Militello] Type V-A Residential Floor Plan

LEVEL LEVEL22SEGMENT SEGMENTPLAN PLAN44 ** REFER REFERTO TODETAIL DETAIL1/A055 1/A055FOR FORSPECIFIC SPECIFICDETAIL DETAILINFORMATION INFORMATIONAND ANDREQUIREMENTS. REQUIREMENTS.TACTILE TACTILE EXIT EXITSIGNS SIGNSSHALL SHALLBE BEPROVIDED PROVIDEDAT ATTHE THEFOLLOWING FOLLOWINGLOCATIONS: LOCATIONS: A.A. EACH EACHGRADE GRADELEVEL LEVELEXIT EXITDOOR DOORSHALL SHALLBE BEIDENTIFIED IDENTIFIEDBY BYTHE THEWORD WORD"EXIT" "EXIT" B.B. EACH EACHDOOR DOORTHAT THATLEADS LEADSDIRECTLY DIRECTLYTO TOAAGRADE GRADELEVEL LEVELEXTERIOR EXTERIOREXIT EXITBY BYTHE THEMEANS MEANSOF OFAN AN (EXIT (EXITSTAIR) STAIR)SHALL SHALLBE BEIDENTIFIED IDENTIFIEDWITH WITHTHE THEWORDS WORDS"EXIT "EXITSTAIR STAIRDOWN" DOWN"OR OR"EXIT "EXITSTAIR STAIRUP" UP"BASED BASEDON ON APPROPRIATE APPROPRIATEDIRECTION. DIRECTION.

1-HR 1-HRFIRE FIREPARTITION PARTITION 2-HR 2-HRFIRE FIREWALL WALL/ BARRIER / BARRIER 3-HR 3-HRFIRE FIREWALL WALL 2 2XX4 4WOOD WOODOR ORMETAL METALSTUD STUDWALL WALL

SCALE: SCALE: 1/8" 1/8"= =1'-0" 1'-0"

11

BIM Model [Revit] Elevation [Thousand Oaks Blvd]

Architecture +

12555 W. Jefferso Suite 100 Los Angeles, CA 9 ktgy.com 310.394.2623

KTGY Project

Project Contact: Email: OINAU

ELE

Principal: ALUMINUMMA STO 1 VINYL WINDOW 2 Project Designer:

PRE-FINISHED S

3

Developer PRE-FINISHED M 4

PONY WALL @ 4 5 PRE-FINISHED M 6 METAL POST PE 7 THE LATIGO GRO LOW PLANTER W 8 METAL SECURIT 12424 WILSHIRE 9 EXTERIOR WALL 10 LOS ANGELES, C MULTI-SLIDE DO 11 STUCCO 12 PHONE NO.CONTR

TYP.

14

3

18

18

A912.1

1

3

03

A911

18

A912.1

04

14

12

BUILDING ADDR COLOR W/ BACK INTERNALLY ILLU PREMISES IDEN ROOF LEADER & METAL LOUVER EXHAUST ABOV

13

17

LEVEL 4 T.O.P. 41' - 11"

17

UNIT ADDRESS S COLOR W/ BACK REFER TO S.C.F. 1" ALUMINUM S

18

9'-1"

A913

LEVEL ROOF 43' - 11"

14 15 16

299 THOUSAND OAKS BLVD.

04

6'-6"

12

BREAK STONE / (SEE 6/A918) 42" FALL PROTE

19

9'-1"

9'-1"

TYP.

20

1.

LEVEL 3 22' - 11" LEVEL 2 T.O.P. 22' - 1"

2.

LEVEL 2 13' - 0" LEVEL G1 T.O.P. 12' - 0"

5.

6.

3.

4.

7.

12'-0"

20

48'-5" OVERALL BUILDING HEIGHT

4

A918

LEVEL 4 32' - 10" LEVEL 3 T.O.P. 32' - 0"

A918

8.

9.

LEVEL G1 0' - 0"

01

12

15

08

08

9

08

10.

08

A917

G

ALL WINDOW OPE (NOT SUBFLOOR).

REFER TO SHEET DETAILS AND NOT DUCT TERMINATIO WINDOW OR DOO + .25' PER DEGRE ALL DIMENSIONS FLOOR OR TOP O INTERIOR OF THE ALL WINDOW HEA REFER TO DETAIL MOISTURE BARRI ALL HORIZONTAL SELF ADHESIVE F BUILDING PAPER AND PLASTER. PROVIDE SHEET M OUTSIDE CORNER BUILDING PAPER ALL COLOR TRAN OTHERWISE. DOWNSPOUTS TO

EXTE

ST CO

No.

Date 11-2-2018 12-17-2018 02-04-2019 04-08-2019 05-20-2019 09-24-2019

ENLARGED NORTH ELEVATION

SCALE: 1/8" = 1'-0"

2

ST51 1 CO 5

B 1

ST CO

ST CO

It is the clients responsibility prior to or durin writing of any perceived errors or omissions contractor thoroughly knowledgeable with th construction should reasonably be aware. W perceived errors or omissions shall be receiv clients subcontractors proceeding with the w defects in construction if these procedures a

ST CO

SIM.

12

16 A918

03

A926

01

3

A926

07

20

ST CO

BEYOND

TYP.

1

12

02

05

12

14

9

11

A926

A926

03

07

ST EL

CO PERSPECT

2'-0" 9'-1" 9'-1"

12 9'-1"

A913

LEVEL LOWER ROOF 36' - 0" LEVEL 4 32' - 10" LEVEL 3 T.O.P. 32' - 0" 45'-2 1/2" OVERALL BUILDING HEIGHT

20 A918

LEVEL 3 22' - 11" LEVEL 2 T.O.P. 22' - 1" LEVEL 2 13' - 0" LEVEL G1 T.O.P. 12' - 0"

13'-3 1/2"

TYP. 9

A915 4

LEVEL G1 0' - 0" LEVEL RETAIL -1' - 9"

A915

19

01

06

16

01

8

A913

19

06

1

A917

01

06

19

W BE CO

LEVEL ROOF 43' - 11" LEVEL 4 T.O.P. 41' - 11"

AVG GRADE PLANE -2' - 9 1/2"

COPYRIGHT

©

STU

5'-6" 8'-0"

11

9'-1"

7'-6"

1 A912.1

BEYOND

49'-5"

9

9'-1"

8'-0"

A924

Rendering [credit.model.only] Wall Section

B

12'-0"

C

8'-2 1/2"

9

AV

8'-0"

11 A912.1

6'-0"

A915

05

LEVEL ROOF 43' - 11"

Wall Section F

LEVEL 4 T.O.P. 41' - 11"

5

J

08

9'-1"

8'-0"

A916

1 A925

LEVE

LEVEL 3 22' - 11" LEVEL 2 T.O.P. 22' - 1"

9 A913

10'-0"

3 A924

13'-1"

9'-1" 49'-11"

08

2'-0"

LEVEL 4 32' - 10" LEVEL 3 T.O.P. 32' - 0"

8'-0"

A916

A925

9'-1"

8'-0"

17

09

8'-0"

39'-9"

LEVEL G1 T.O.P. 12' - 0"

9'-1"

LEVEL 2 13' - 0"

01

3 A915

SIM.

LEVEL G1 0' - 0" AVERAGE GRADE PLANE -2' - 9 1/2"

1

16

A917

A915

13'-9"

10'-0"

02

12'-0"

18

9'-1"

8'-0"

A925

A

LEFT ELEVATION

+ 5'-1" TYP. TOP OF PAPAPET (ABV. DATEM)

4 A906

8"

5'-7"

6'-0"

SLOPE 3/8":1'-0"

3'-0"

WALL TO ROOF BELOW

TOP OF ROOF

8'-4 1/2"

5'-2"

26'-10 1/2"

A

A

A

D.S.

A

4'-11"

A

SL. SL. 3 8":1'

3 8":1'

1'-8 1/2" 3'-11"

26'-1"

3 A908

A

A

113 SQ. FT. SOLAR AREA

A

+ 5'-1" TYP. TOP OF PAPAPET (ABV. DATEM)

+ 0'-0" (DATEM) FROM TOP OF SHEATHING

177 SQ. FT. SOLAR AREA 13'-6"

SL. SL. 3 8":1'

3 8":1'

9'-10"

9 A920

10'-3"

8'-11"

SLOPE 3/8":1'-0"

SLOPE 3/8":1'-0"

ELEVATOR ROOF PLAN

1'-2 1/2"

13'-6 1/2"

3'-8"

SLOPE 3/8":1'-0"

SLOPE 3/8":1'-0"

7'-3" 1'-6"

6'-0"

D.S.

1 A908

A

2 A906

A

+ 5'-1" TYP. TOP OF PAPAPET (ABV. DATEM)

+ 5'-1" TYP. TOP OF PAPAPET (ABV. DATEM)

A

V

4'-3" REAR ELEVATION

FRONT ELEVATION

ROOF DECK 2/A650

+ 5'-1" TYP. TOP OF PAPAPET (ABV. DATEM)

V A

+ 6'-7" TYP. TOP OF PAPAPET (ABV. DATEM)

+ 6'-7" TYP. TOP OF PAPAPET (ABV. DATEM)

A

1'-4"

A

353 SQ. FT. SOLAR AREA

A

V

A

A

A

A

15'-4"

V

V

A

A

9'-1 1/2"

8"

SLOPE 3/8":1'-0"

D.S.

+ 6'-7" TYP. TOP OF PAPAPET (ABV. DATEM)

+ 6'-7" TYP. TOP OF PAPAPET (ABV. DATEM)

SCALE: 1/8"=1'-0"

17.

15.

16.

14.

13.

12.

11.

10.

8.

9.

7.

5.

4.

3.

2.

1.

2.

FOR TRELLIS MEMBER

ROOF MOUNTED OR TERRACE FLUSH MOUNTED FACADE ACCESS TIE-BACK ANCHOR SHOWN FOR REFERENCE ONLY. SEE EXTERIOR BUILDING MAINTENANCE (EBM) DRAWINGS BY HIGHLINE CONSULTING FOR FINAL LOCATIONS AND REQUIREMENTS.

FOR TYPICAL ROOFING DETAILS REFER TO SHEET SHEETS A906 THROUGH A908 CLASS-A ROOF COVERING: MECH.LY ADHERED, 60 MILL, SINGLE PLY, TPO ROOFING MEMBRANE OVER 5/8" DENS DECK COVER BOARDS (UL - CLASSIFIED FOR ROOFING). PARAPET HEIGHTS INDICATED ARE FROM THE TOP OF SHEATHING. ROOF INSULATION: PROVIDE BATT INSULATION FULLY PACKED IN MAIN ROOF FRAMING CAVITIES AND IN ALL CAVITIES OF ROOF CRICKET FRAMING VERIFY SIZE AND LOCATION OF ALL ROOF PENETRATIONS AND EQUIPMENT WITH STRUCT., MECH., AND PLUMB. FOR PENETRATION DETAILS REFER TO DETAILS AS REQUIRED BY CBC SEC. 1013.5 : 42" MIN. GUARDS SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS, ROOF HATCHES OR OTHER COMPONENTS THAT REQUIRE SERVICE ARE LOCATED WITHIN 10 FEET OF A ROOF EDGE OR OPEN EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A SPHERE 21 INCHES IN DIAMETER. PROVIDE 2-1/2" DIA. HOLES AT 24" O.C. AT MAIN ROOF SHEATHING DIRECTLY UNDER ROOF CRICKET AREAS, TYPICALLY FOR CONTINUOUS ATTIC VENTILATION AND CIRCULATION. ATTIC ACCESS NOT REQ'D. PER CBC SECTION 1209.2 - VERTICAL HEIGHT IN ATTIC IS NOT A MIN. OF 30". (ROOF FRAMING ARE MIN. 30" OPEN WEB TRUSSES) ATTIC WILL BE FILLED WITH BATT INSULATION IN LEIU OF ATTIC FIRE SPRINKLERS PROVIDE FIREBLOCKING MATERIAL AS REQUIRED PER CBC SECTION 718 HORIZONTALLY NOT TO EXCEED 10 FEET AT ALL CONCEALED CRICKETED AREAS VENT THROUGH ROOF PLUMB. PENETRATIONS AT ROOF SHALL BE FLASHED AND HOT-AIR WELDED PER MEMBRANE MANUFACTURER RECOMMENDATIONS. THE CENTER OF ALL FLASHING FOR ALL THROUGH ROOF VENTS, ELECTRICAL SERVICE CONNECTIONS OR OTHER ROOF PENETRATIONS, SHALL NOT BE LESS THAN 16 INCHES FROM THE CENTERLINE OF ANY VALLEY. FURNISH AND INSTALL UNSCHEDULED MAINTENANCE FACADE ACCESS TIE-BACK ANCHORS, CONSTRUCTED OF STEEL AND HOT DIP GALVANIZED AFTER FABRICATION. ANCHORS SHALL BE STRUCT.LY CAPABLE OF TAKING A 5,000-POUND LOAD IN ANY DIRECTION WITHOUT PERMANENT DEFLECTION OR DEFORMATION. TIE-BACK ANCHOR EYE LOOPS SHALL HAVE A MIN. INNER DIAMETER 2 INCHES (FREE OF SHARP EDGES) OR SHALL UTILIZE SHACKLES BOLTED TO PIN HOLES IN THE ANCHORS' TOP PLATES. IF A SHACKLE IS USED, A COTTER PIN OR OTHER MEANS SHALL BE EMPLOYED TO ASSURE THE SHACKLE'S CONNECTING PIN IS NOT DISLODGED OR LOOSENED. TIE-BACK ANCHORS SHALL BE PERMANENTLY MARKED WITH AN IDENTIFICATION NUMBER AND SHALL HAVE LOAD RATING IDENTIFICATION PLATES WITH REQUIREMENTS AND FEATURES OUTLINED ABOVE. TIE-BACK ANCHOR RECOMMENDED MANUFACTURERS OR APPROVED EQUAL. THE ROOF DRAIN AND OVERFLOW DRAIN MUST BE INDEPENDENT LINES TO A YARD BOX. ROOF DRAIN IS NOT PERMITTED TO FLOW OVER PUBLIC PROPERTY IN ACCORDANCE WITH CBC 3201.4.

R14 36" X 96" - 1 HOUR RATED ROOF HATCH R15 48" X 48" - 1 HOUR RATED ROOF HATCH

ROOF AREA #1

2

STEEL METAL TRELLIS, SEE DETAIL SIZES.

SOLAR CONDUIT DOWN SHAFTWAY TO MAIN ELECTRICAL ROOM ON R11 FIRST FLOOR R12 PRE-FINISHED OGEE GUTTER - PAINT TO MATCH ADJACENT SURFACE.

R10

R9 ELEVATOR CONTROLLER ROOM - PLATELINE AT 8'-0" ABV. ROOF SHT'G

R8 OVERHANG / CANOPY - REFER TO DETAILS ON ROOF PLAN.

R7 LINE OF WALL BELOW

R6 ELEVATOR SHAFT / TOWER.

CONDENSER UNIT MOUNTED ON EQUIPMENT PLATFORM: 8" HIGH WOOD FRAMED SLOPED TO DRAIN W/ 24 GAGE R5 SHEET METAL COVER OVER SELF ADHESIVE FLASHING. VERIFY UNIT LOCATIONS AND CLEARANCES W/ MECH. PLANS. REFER TO DETAIL.

WALKING PAD / SURFACE: 36" WIDE PADS / SURFACE R4 TREATMENT TO PROTECT TPO ROOFING AND FOR FIRE DEPARTMENT ACCESS. REFER TO DETAIL.

24 GAGE SHEET METAL SCUPPER AND OVERFLOW R3 SCUPPER THROUGH PARAPET WALL TO LEADERHEAD AND DOWNSPOUT. REFER TO DETAIL.

R13 NOT USED

RIGHT ELEVATION

ROOF PLAN KEYNOTES

CLASS-A SLOPED ROOF BY CERTAINTEED (ICC# ESR-1388) OR APPROVED EQUAL @ 1/4" VERT. PER 12" HORIZ. MIN. ROOF MATERIAL: 'OFF-WHITE' 45 MIL THERMOSPLASTIC POLYOLEFIN (TPO) SINGLE-PLY ROOFING MEMBRANE OVER 1/4" DENS BOARD (ICC#ESR-1456 OR APPROVED EQUAL).

TPO ROOFING MATERIAL TO COMPLY W/ 2016 CBC 1507.13 PARAPET WALL: HEIGHT TAKEN FROM TOP OF PLATE. REFER TO R2 HEIGHT NOTED ON ROOF PLANS.

ROOF AREA #2

+ 5'-1" TYP. TOP OF PAPAPET (ABV. DATEM)

BLOCK 41 - BUILDINGS 57A & 58A - ROOF PLAN

V

A

V

A

SLOPE 3/8":1'-0"

6" 22'-6"

R1

29.

28.

27.

26.

24.

25.

23.

22.

21.

20.

19.

18.

16.

17.

15.

14.

13.

12.

11.

9.

10.

7.

8.

6.

4.

5.

3.

2.

1.

PENETRATIONS OF FIRE-RESISTIVE WALL, FLOOR-CEILINGS AND ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN C.B.C. SEC. 714 FIRE DAMPERS SHALL BE INSTALLED PER SECTION 717.2 AT ALL DUCTED OR UNDUCTED AIR OPENINGS AT PENETRATIONS OF: A. CEILINGS OF FIRE-RESISTIVE FLOOR-CEILING ASSEMBLIES OR ROOF-CEILING ASSEMBLIES. B. THE FIRE-RESISTIVE CONSTRUCTION OF CORRIDORS SERVING AS A MEANS OF EGRESS. C. OCCUPANCY SEPARATION WALLS; SHAFT ENCLOSURES SMOKE DAMPERS SHALL BE INSTALLED PER SECTION 717.5 AT ALL DUCTED AIR OPENINGS AT THRU PENETRATIONS OF: A. FIRE PARTITIONS B. OCCUPANCY SEPARATION WALL C. THE FIRE-RESISTIVE CONSTRUCTION OF CORRIDORS. D. SHAFTS. FIRE BLOCKING, VERT. OR HORIZ., SHALL CONFORM TO C.B.C. SECTION 718.2 FIRESTOPPING WILL BE PROVIDED AT PLUMBING, ELECTRICAL, SPRINKLER AND FLUE PENETRATIONS THROUGH RATED FLOOR/CEILING ASSEMBLIES PER 2016 CBC SECTION 714 PROVIDE APPROVED 1-HR FIRE-RATED ASSEMBLY AT POSTS, BEAMS, AND HANGARS AS OCCURS FOR INDIVIDUAL FIRE PROTECTION AS REQUIRED BY C.B.C. 704.2. REFER TO DETAILS SEE STRUCTURAL DWG'S FOR POST AND BEAM LOCATION AND SIZE FOR ALL MEMBRANE AND THROUGH-PENETRATION DETAILS REFER TO SHEET PROVIDE EXIT SIGNS AND HAVE THEM CONNECTED TO A SOURCE OF EMERGENCY BACKUP POWER. SEE ELECTRICAL PLANS FOR EXIT SIGN LOCATIONS. A. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN. B. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. PROVIDE WALKWAY & EXIT ILLUMINATION w/ A MIN. 1 FOOTCANDLE LIGHT INTENSITY AT THE FLR. PROVIDE EXIT ILLUMINATION CONNECTED TO A SOURCE OF EMERGENCY BACK-UP POWER IN ROOMS AND PORTIONS OF THE EXIT SYSTEM THAT SERVE/CONTAIN AN OCCUPANT LOAD OF 100 OR MORE OCCUPANTS. THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY WITH TABLE 803.9.

PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE RATED ASSEMBLIES PROVIDE RATED ACCESS PANELS WITH SELF CLOSING DEVICES. DRAFT STOPS ARE NOT REQUIRED FOR THE R-2 PORTION OF FULLY SPRINKLERED BUILDINGS. (CBC SECTION 718.4.2, EXCEPTION #2) REFER TO SHEETS A900, A901, A902 AND A903 FOR FIRE AND SOUND DETAILS. AIRBORNE SOUND INSULATION SHALL SHALL COMPLY W/ 2016 CBC SECT. 1207.2: A. WALL AND FLOOR-CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM EACH OTHER AND FROM PUBLIC OR SERVICE AREAS SUCH AS INTERIOR CORRIDORS SHALL PROVIDE AIRBORNE SOUND INSULATION EQUAL TO THAT REQUIRED TO MEET A SOUND TRANSMISSION CLASS (STC) OF 50 OR NOISE ISOLATION CLASS (NIC) 0F 45, IF FIELD TESTED. B. PENETRATIONS OR OPENINGS IN ACOUSTICALLY RATED WALL AND FLOOR-CEILING ASSEMBLIES FOR PIPING, ELECTRICAL DEVICES, RECESSED CABINETS, BATHTUBS, SOFFITS OR HEATING, VENTILATING OR EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED OR OTHERWISE TREATED TO MAINTAIN THE REQUIRED RATINGS. STRUCTURE-BORNE SOUND INSULATION SHALL COMPLY W/ 2016 CBC SECT. 1207.3 A. FLOOR-CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E492 COMMON WALLS SHALL NOT CONTAIN PLUMBING, MECHANICAL EQUIPMENT, DUCTS OR VENTS WITHIN THE CAVITY OF THE COMMON WALL. FIRE-STOPPED THROUGH PENETRATIONS ARE ALLOWED. ALL VERTICAL DIMENSIONS NOTED (I.E. SOFFITS, CEILING HEIGHTS,ETC.) ARE FROM THE TOP OF FLOOR SHEATHING OR FIRST FLOOR UNITS FINISH FLOOR SLAB AT THE INTERIOR OF THE UNITS. ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER LINE OF PARTY WALL U.N.O. ON PLANS WHERE SHEAR SHEATHING OCCURS FACE OF STUD DIMENSION IS TO FACE OF SHEATHING. WALL STUD DIMENSIONS INDICATED IN KEYNOTES AND ON PLAN ARE PROVIDED TO SET WALL WIDTH. SEE STRUCTURAL PLANS FOR MINIMUM STRUCTURAL REQUIREMENTS. ANY DIMENSIONS THAT EFFECT CODE CLEARANCES AND STRUCTURAL STACKING THAT CANNOT BE RESOLVED IN FIELD SHALL BE DIRECTED TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. REFER TO SHEET A011 FOR ALL EXITING REQUIREMENTS AND EXIT SIGN LOCATIONS. REFER TO ELECTRICAL DRAWINGS FOR EV CONDUIT LOCATIONS; EACH PARKING GARAGE IS TO PROVIDE EV CONDUIT PER CGBC 4.106.4.1.

1 PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 150 , FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF THE JOIST SPACES TO BE VENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. WHERE BALCONY AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. THROUGH AND MEMBRANE PENETRATIONS ON THE FIRESTOPPING CROSS SECTION ARE NOT ALLOWED IN SHAFTS OTHER THAN FOR WHAT THE SHAFT IS DESIGNED FOR BASED ON CBC 713.7.1 AND 713.8.1.

SPRINKLER PROTECTION IS EXTENDED TO THE EGRESS BALCONY AREA PER SECTION 1406.3, EXCEPTION 3 AND 4.

201506 Ryan Flau rflautz@ktgy.co

KB HOME 5000 EXECUTIVE PARKWAY, SUITE 125 SAN RAMON, CA 925-786-75 PHONE NO.

Developer

Principal: Manny Gonzal Project Designer: Ryan Flau

Project Contact: Email:

KTGY Project No:

Architecture + Planning 12555 West Jefferson Blvd.

Suite 100 Los Angeles, CA 90066 ktgy.com 310.394.2623

OMMUNICATIONS HILL ASE 2 - 10-PLEX BLDGS BLOCKS 41, 42, 44 & 45

REAR ELEVATION

SAN JOSE, CA

Client | KB Home Team | Sonia Lopez, Charlene Samiley, Joshua Rivera, Luis Rodriguez, Ryan Flautz Project Data | Residential [ ~ 48 du/ac ] | 16 Buildings .160 Dwelling Units | [1 Level] Type IV-A Roof Deck & Units o/ [2 Levels] Type IV-A Units o/ [1 Level] Type IV-A Parking Program [Phase] | Sketchup [SD], AutoCAD ‘18 [SD/CD/CA]

SLOPE 3/8":1'-0"

2016 - 2019, San Jose, Santa Clara (California)

13'-7"

10-Plex Buildings . Comm Hill

LEFT ELEVATION

6"

1'-0"

FD

D.S.

22'-3"

FD

17'-0"

5'-0"

FD

5'-0"

FD 6'-6 1/2"

17'-0"

2'-4 1/2"

FD

7'-7 1/2"

SIM.

UNIT P1 1/A610

FD

3'-11 1/2" FD 5'-0"

FD

FD

3'-4"

8'-3"

5'-5 1/2"

DN. 2R 11" FD 20'-0"

5'-3 1/2"

FRONT ELEVATION

6'-0"

126'-1 1/2"

8'-3"

126'-1 1/2"

7'-11"

41'-7 1/2"

6'-0"

20'-0"

D.S.

28'-10"

6'-4"

SIM.

11"

6'-0"

1

6'-4"

6'-0"

1'-0"

3'-2 1/2" 1'-10 1/2" 6'-0" 19'-11 1/2"

7'-8"

10'-7"

8'-3"

8'-3"

8'-3"

21'-0"

12'-9 1/2"

1'-2 1/2"

D.S.

10'-6 1/2" 11 1/2" 1'-4" 8'-3"

FD 10'-1"

3'-1"

2'-4"

FD

FD

5"

3'-1"

5'-0"

SIM.

2'-4"

FD

UNIT P4 1/A640

12'-9 1/2"

1'-2 1/2"

1"

D.S.

8"

D.S.

RIGHT ELEVATION

SIM.

RIGHT ELEVATION

SCALE: 1/8"=1'-0"

Site Context Overview Roof Plan, Second Floor Plan, First Floor Plan BLOCK 41 - BUILDING 57A - FIRST FLOOR PLAN

35'-10"

10'-5 1/2" 10 1/2" 1'-4"

8'-3"

4'-1"

2 SCALE: 1/8"=1'-0"

37'-6"

35'-10"

SLOPE 1/4":1'-0"

FD

3'-0"

RIGHT ELEVATION

SCALE: 1/8"=1'-0"

SIM.

7'-8"

SIM.

11'-8"

D.S.

13'-1 1/2"

19'-1 1/2"

8'-3"

5'-0"

BLOCK 41 - BUILDING 58A - FIRST FLOOR PLAN

DN. 2R

19'-11 1/2"

10'-5 1/2" 10 1/2" 1'-4"

2"

3'-2 1/2" 1'-10 1/2" 6'-0"

11"

27'-4"

D.S.

3'-0" 3'-0"

8'-3"

10'-5 1/2" 10 1/2" 1'-4"

10'-6 1/2" 11 1/2" 1'-4"

BLOCK 41 - BUILDINGS 57A & 58A - SECOND FLOOR PLAN

14'-7"

OPEN TO ABOVE

FD

1'-0"

4'-1"

19'-0"

10'-5 1/2" 10 1/2" 1'-4"

DN. 2R

DN. 2R 11"

10'-5 1/2" 10 1/2" 1'-4"

111'-8"

SIM.

41'-7 1/2"

6'-0"

UNIT FD P3 20'-0" 1/A630

TYP.

1'-6"

36'-8"

8'-3"

10'-5 1/2" 10 1/2" 1'-4"

8"

28.

1.

29.

1

2

15

13 14

12

10 11

9

8

7

6

5

4

3

DESCRIPTION

SOFFIT OR DROP CEILING BELOW RATED CEILING - REFER TO DETAIL -

C

COPYRIGHT

C

EXTERIOR SOFFIT - U.O.N. SEE EXT. ELEVATIONS 9'-0" NON-RATED TED CEILING HEIGHT AT EXTERIOR CORRIDOR AT LEVELS 2 THROUGH 4. REFER TO DETAIL DECORATIVE LOUVERED VENT GRILLS - REFER TO BUILDING PLANS FOR GRILL SIZES CRICKET AT DECK - SLOPE 1/4" :1'-0" MIN. TO DRAIN VOID-CONTINUOUS FLOOR FRAMING AND FLOOR SHEATHING PROVIDE TOPPING SLAB AT WOOD FLOOR, GYP BD AT CEILING AND GYP BD AT CORRIDOR AND INTER-DWELLING WALLS INTERNATIONAL SYMBOL OF ACCESSIBILITY PLACARD PER CBC 1110A.2, 1143A.2, AND 11B-216.6. LOCATE BOTTOM OF PLACARD 5'-0" ABOVE FINISH FLOOR / HARDSCAPE 42" MIN. HIGH METAL GUARDRAIL W/ INTERMEDIATE HORIZONTAL FLAT BARS SPACED 3.5" O.C. SO THAT A 4" SPHERE CANNOT PASS THROUGH - REFER TO EXTERIOR ELEVATIONS FOR DETAIL REFERENCES HANDRAIL - 34" MIN. TO 38" MAX ABOVE STAIR TREAD NOSING PER CBC 1012.2 G.S.M. GUTTER LOCATION TO BE VERIFIED BY INSTALLER LINE OF WALL OR DECK EDGE BELOW DASHED LINE INDICATES ROOF HATCH ABOVE - REFER TO PLAN TO SIZE GAS METER UTILITY CLOSET ELECTRICAL AND DATA UTILITY CLOSET 6X6 WOOD POST PER STRUCTURAL DRAWINGS W/ 3-COAT STUCCO PLASTER SYSTEM.

20 A901

4"X 4" RECTANGULAR PRE-FINISHED DOWNSPOUT - DISCHARGE PER CIVIL DRAWINGS

LINE OF WALL / CANTILEVER / ROOF ABOVE

D.S.

STAND PIPE (CLASS I MINIMUM)

DETAIL NUMBER / SHEET NUMBER

UNIT TYPE (R = REVERSE) OR ROOM NAME

WINDOW AND STOREFRONT SYSTEM SYMBOL -REFER TO DOOR SCHEDULE ON SHEET

DOOR SYMBOL - REFER TO DOOR SCHEDULE ON SHEET

COPYRIGHT

2 EXTERIOR SOFFIT - U.O.N. SEEINEXT. ELEVATIONS 22.

WALL STUD DIMENSIONS INDICATED KEYNOTES AND ON PLAN ARE PROVIDED TO 9'-0" NON-RATED TED CEILING HEIGHT ATMINIMUM EXTERIOR CORRIDOR AT SET WALL WIDTH. SEE STRUCTURAL PLANS FOR STRUCTURAL 3 REQUIREMENTS. LEVELS 2 THROUGH 4. REFER TO DETAIL 23. DECORATIVE ANY DIMENSIONS THAT EFFECT CODEGRILLS CLEARANCES AND TO STRUCTURAL STACKING LOUVERED VENT - REFER BUILDING PLANS 4 THAT CANNOT BE RESOLVED IN FIELD SHALL BE DIRECTED TO ARCHITECT FOR FOR GRILL SIZES REVIEW PRIOR TO CONSTRUCTION. 5 CRICKET AT DECK - SLOPE 1/4" :1'-0" MIN. TO DRAIN 24. VOID-CONTINUOUS REFER TO SHEET A011 FOR ALL EXITING REQUIREMENTS AND EXIT SIGN LOCATIONS. FLOOR FRAMING AND FLOOR SHEATHING 25. REFER TO ELECTRICAL DRAWINGS FOR EV CONDUIT LOCATIONS; EACH PARKING 6 PROVIDE TOPPING SLAB AT WOOD FLOOR, GYP BD AT CEILING AND GARAGE IS TO PROVIDE EV CONDUIT PER CGBC 4.106.4.1.

GYP BD AT CORRIDOR AND INTER-DWELLING WALLS 1 26. INTERNATIONAL PROVIDE CROSS VENTILATION, AT AACCESSIBILITY MINIMUM RATE OFPLACARD FRAMING 150, FOR ENCLOSED SYMBOL OF PER CBC IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED 7 1110A.2, 1143A.2, AND 11B-216.6. LOCATE BOTTOM OF PLACARD 5'-0" TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY ABOVE FINISH FLOOR / HARDSCAPE CONTINUOUS SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT 42" MIN. HIGH METAL GUARDRAIL W/ INTERMEDIATE HORIZONTAL FLAT BOTH THE FRONT AND REAR OF THE JOIST SPACES TO BE VENTILATED. IN BARS SPACED 3.5" O.C. SO THAT A 4" SPHERE CANNOT PASS 8 FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER THROUGH REFER EXTERIOR ELEVATIONS PROTECTION-SHALL BETO EXTENDED TO THOSE AREAS. FOR DETAIL 27. REFERENCES WHERE BALCONY AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO HANDRAIL - 34" MIN. TO 38" MAX ABOVE STAIR TREAD NOSING PER CBC 9 WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY 1012.2 IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE 10 G.S.M. LOCATION BE VERIFIED INSTALLER BARRIERGUTTER SYSTEM SHALL NOT BETO CONCEALED UNTILBY INSPECTED AND APPROVED. 28.

THROUGH AND MEMBRANE ON THE FIRESTOPPING CROSS SECTION 11 LINE OF WALL OR DECKPENETRATIONS EDGE BELOW ARE NOT ALLOWED IN SHAFTSROOF OTHERHATCH THAN FOR WHAT THE SHAFTTO IS DESIGNED DASHED LINE INDICATES ABOVE - REFER PLAN TOFOR 12 BASED ON CBC 713.7.1 AND 713.8.1.

SIZE 29. SPRINKLER PROTECTION IS EXTENDED TO THE EGRESS BALCONY AREA PER SECTION 13 GAS METER UTILITY CLOSET 1406.3, EXCEPTION 3 AND 4.

14 ELECTRICAL AND DATA UTILITY CLOSET 6X6 WOOD POST PER STRUCTURAL DRAWINGS W/ 3-COAT STUCCO 15 PLASTER SYSTEM.

21.

20.

19.

18.

16.

17.

15.

14.

13.

12.

11.

9.

10.

7.

8.

6.

4.

5.

3.

2.

Architecture + Planning

20150647

5

4

3

Description

KB HOME 5000 1 EXECUTIVE PARKWAY, SUITE 125 2 SAN RAMON, CA 925-786-7560 PHONE NO.

Developer No. Date

FOR CITY OF SAN JOSE USE ONLY

Ryan Flautz rflautz@ktgy.com

Principal: Manny Gonzalez Project Designer: Ryan Flautz

Project Contact: Email:

KTGY Project No:

FOLDER NO. 17-047231 12555 West Jefferson Blvd.

Suite 100 Los Angeles, CA 90066 ktgy.com 310.394.2623

GE GON Z OR

of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

It is the clients responsibility prior to or during construction to notify the architect in writing

7

6

No. C15088 Ren.12/31/19

Description

GE GON Z OR

of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

Date

It is the clients responsibility prior to or during construction to notify the architect in writing

7

6

5

4

3

2

1

No.

FOR CITY OF SAN JOSE USE ONLY

FOLDER NO. 17-047231

A202

BLOCK 41 - BLDGS. 57A & 58A - SECOND & THIRD FLOOR PLANS

No. C15088 Ren.12/31/19

A201

BLOCK 41 - BLDGS. 57A & 58A - FIRST FLOOR PLANS

A

1'-0"

4 1/2" 6'-0"

DN. 2R 11"

TYP. TYP.

8'-3"

8'-3"

D.S.

REAR ELEVATION

FRONT ELEVATION

128'-6"

126'-1 1/2" 2"

7'-11"

14'-7"

8'-3"

10'-5 1/2" 10 1/2" 1'-4"

1-HR RATED EXT. CORRIDOR PER DETAIL

D.S.

3'-0"

8'-3"

10'-5 1/2" 10 1/2" 1'-4"

111'-8"

D.S.

10'-5 1/2" 10 1/2" 1'-4"

DN. 2R

FRONT ELEVATION

6'-0"

10'-5 1/2" 10 1/2" 1'-4"

21'-10"

5'-3 1/2"

D.S.

TYP. TYP.

UNIT 11" P2 1/A620

D.S.

14'-8"

10'-5 1/2" 10 1/2" 1'-4" 128'-6" 8'-3"

5"

2

SIM.

SCALE: 1/8"=1'-0"

BLOCK 41 - BUILDINGS 57A & 58A - THIRD FLOOR PLAN

CONTINUOUS SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF THE JOIST SPACES TO BE VENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. WHERE BALCONY AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. THROUGH AND MEMBRANE PENETRATIONS ON THE FIRESTOPPING CROSS SECTION ARE NOT ALLOWED IN SHAFTS OTHER THAN FOR WHAT THE SHAFT IS DESIGNED FOR BASED ON CBC 713.7.1 AND 713.8.1.

PENETRATIONS OF FIRE-RESISTIVE WALL, AND ROOF-CEILINGS SPRINKLER PROTECTION IS EXTENDED TOFLOOR-CEILINGS THE EGRESS BALCONY AREA PER SECTION SHALL BE PROTECTED AS4.REQUIRED IN C.B.C. SEC. 714 1406.3, EXCEPTION 3 AND FIRE DAMPERS SHALL BE INSTALLED PER SECTION 717.2 AT ALL DUCTED OR UNDUCTED AIR OPENINGS AT PENETRATIONS OF: A. CEILINGS OF FIRE-RESISTIVE FLOOR-CEILING ASSEMBLIES OR ROOF-CEILING ASSEMBLIES. B. THE FIRE-RESISTIVE CONSTRUCTION OF CORRIDORS SERVING AS A MEANS OF EGRESS. C. OCCUPANCY SEPARATION WALLS; SHAFT ENCLOSURES SMOKE DAMPERS SHALL BE INSTALLED PER SECTION 717.5 AT ALL DUCTED AIR OPENINGS AT THRU PENETRATIONS OF: A. FIRE PARTITIONS B. OCCUPANCY SEPARATION WALL C. THE FIRE-RESISTIVE CONSTRUCTION OF CORRIDORS. D. SHAFTS. FIRE BLOCKING, VERT. OR HORIZ., SHALL CONFORM TO C.B.C. SECTION 718.2 FIRESTOPPING WILL BE PROVIDED AT PLUMBING, ELECTRICAL, SPRINKLER AND FLUE PENETRATIONS THROUGH RATED FLOOR/CEILING ASSEMBLIES PER 2016 CBC SECTION 714 PROVIDE APPROVED 1-HR FIRE-RATED ASSEMBLY AT POSTS, BEAMS, AND HANGARS AS OCCURS FOR INDIVIDUAL FIRE PROTECTION AS REQUIRED BY C.B.C. 704.2. REFER TO DETAILS SEE STRUCTURAL DWG'S FOR POST AND BEAM LOCATION AND SIZE FOR ALL MEMBRANE AND THROUGH-PENETRATION DETAILS REFER TO SHEET PROVIDE EXIT SIGNS AND HAVE THEM CONNECTED TO A SOURCE OF EMERGENCY BACKUP POWER. SEE ELECTRICAL PLANS FOR EXIT SIGN LOCATIONS. A. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN. B. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. PROVIDE WALKWAY & EXIT ILLUMINATION w/ A MIN. 1 FOOTCANDLE LIGHT INTENSITY AT THE FLR. PROVIDE EXIT ILLUMINATION CONNECTED TO A SOURCE OF EMERGENCY BACK-UP POWER IN ROOMS AND PORTIONS OF THE EXIT SYSTEM THAT SERVE/CONTAIN AN OCCUPANT LOAD OF 100 OR MORE OCCUPANTS. THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY WITH TABLE 803.9.

PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE RATED ASSEMBLIES PROVIDE RATED ACCESS PANELS WITH SELF CLOSING DEVICES. DRAFT STOPS ARE NOT REQUIRED FOR THE R-2 PORTION OF FULLY SPRINKLERED BUILDINGS. (CBC SECTION 718.4.2, EXCEPTION #2)SCHEDULE ON SHEET DOOR SYMBOL - REFER TO DOOR REFER TO SHEETS A900, A901, A902 AND A903 FOR FIRE AND SOUND DETAILS. AIRBORNE SOUND INSULATION SHALL SHALL COMPLY W/ 2016 CBC SECT. 1207.2: WINDOW AND STOREFRONT SYSTEM SYMBOL A. WALL AND FLOOR-CEILING ASSEMBLIES SEPARATING DWELLING UNITS -REFER TO DOOR SCHEDULE ON SHEET FROM EACH OTHER AND FROM PUBLIC OR SERVICE AREAS SUCH AS INTERIOR CORRIDORS SHALL PROVIDE AIRBORNE SOUND INSULATION EQUAL TO THAT REQUIRED TO MEET A SOUND TRANSMISSION CLASS UNIT (RISOLATION = REVERSE) OR ROOM (STC) OF 50 ORTYPE NOISE CLASS (NIC) NAME 0F 45, IF FIELD TESTED. B. PENETRATIONS OPENINGS IN ACOUSTICALLY RATED WALL AND DETAILOR NUMBER / SHEET NUMBER FLOOR-CEILING ASSEMBLIES FOR PIPING, ELECTRICAL DEVICES, RECESSED CABINETS, BATHTUBS, SOFFITS OR HEATING, VENTILATING OR EXHAUSTSTAND DUCTSPIPE SHALL BE SEALED, LINED, INSULATED OR OTHERWISE (CLASS I MINIMUM) TREATED TO MAINTAIN THE REQUIRED RATINGS. STRUCTURE-BORNE SOUND INSULATION SHALL COMPLY W/ 2016 CBC SECT. 1207.3 A. D.S. FLOOR-CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR- BETWEEN A 4"X 4" RECTANGULAR PRE-FINISHED DOWNSPOUT DISCHARGE DWELLING UNIT ANDDRAWINGS A PUBLIC OR SERVICE AREA WITHIN THE STRUCTURE PER CIVIL SHALL HAVE AN IMPACT INSULATION CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E492 SOFFIT OR DROP CEILING COMMON WALLS SHALL NOT RATED CONTAIN PLUMBING, MECHANICAL EQUIPMENT, DUCTS BELOW CEILING - REFER 20 OR VENTS WITHIN THE THROUGH TOCAVITY DETAILOF - THE COMMON WALL. FIRE-STOPPED A901 PENETRATIONS ARE ALLOWED. ALL VERTICAL DIMENSIONS NOTED (I.E. SOFFITS, CEILING HEIGHTS,ETC.) ARE FROM THE TOP OF FLOOR SHEATHING OR FIRST FLOOR UNITS FINISH FLOOR SLAB AT THE INTERIOR OF THE UNITS. ALL DIMENSIONS ARE TO FACE OF DESCRIPTION STUD OR CENTER LINE OF PARTY WALL U.N.O. ON PLANS WHERE SHEAR SHEATHING OCCURS FACE OF STUD DIMENSION IS TO FACE OF LINE OF WALL / CANTILEVER / ROOF ABOVE SHEATHING.

E Z , F AI

6'-0"

9'-0"

10'-5 1/2" 10 1/2" 1'-4"

2"

1'-0"

4 1/2" 6'-0"

20'-0"

TYP.

4'-8"

8'-3"

10'-5 1/2" 10 1/2" 1'-4"

126'-1 1/2"

SIM.

SIM.

27.

AL

46'-8"

10'-10"

8'-3"

13'-4"

OPEN TO ABOVE

DN. 2R

1'-6"

8'-3"

10'-5 1/2" 10 1/2" 1'-4"

5'-5 1/2"

10'-5 1/2" 10 1/2" 1'-4"

6'-0"

FD 9'-6"

11"

TYP.

8'-3"

12'-5 1/2" 10 1/2"

46'-8"

10'-10"

17'-5"

15'-0"

8'-3"

10'-5 1/2" 10 1/2" 1'-4"

58'-0 1/2"

SLOPE 1/4":1'-0"

1'-6"

2"

39'-10"

3'-4"

TYP. TYP.

22'-0 1/2"

14'-0 1/2"

FD

1'-2" 5'-3"

FD

FD

SLOPE 1/4":1'-0"

1'-0"

1'-8 1/2"

TYP.

D.S.

D.S.

4'-8"

7'-7 1/2"

12'-5 1/2" 10 1/2"

REAR ELEVATION

SIM.

6"

REAR ELEVATION

51'-3"

FRONT ELEVATION

SLOPE PER CIVIL

14'-0 1/2"

1'-2" 5'-3"

SLOPE PER CIVIL

9'-3 1/2" 3'-0"

TRASH ROOM ACCESSIBLE COMPLIANT PER CHAPTER 11A. TRASH AND RECYCLE CONTAINERS SUPPLIED PER AMERICAN TRASH MANAGEMENT - MODEL #77610

SIM.

49'-3"

LEFT ELEVATION

51'-3"

LEFT ELEVATION

23'-1"

27'-10"

51'-3"

51'-1"

49'-3"

2"

2'-0"

6"

2'-0"

3'-7 1/2"

37'-11 1/2"

3'-0" 1'-3"

3'-7 1/2"

5'-8"

27'-11 1/2"

11'-0"

5'-4"

14'-9"

39'-11 1/2"

9'-3 1/2"

39'-11 1/2"

5'-8"

27'-11 1/2"

11'-0"

3'-11" 2'-4"

11'-6"

3'-9" 26'-4 1/2"21'-10"

TRASH ROOM ACCESSIBLE COMPLIANT PER CHAPTER 11A. TRASH AND RECYCLE CONTAINERS SUPPLIED PER AMERICAN TRASH MANAGEMENT - MODEL #77610

1'-0"

1'-0"

SLOPE PER CIVIL

4'-3" 5'-5 1/2" SLOPE PER CIVIL

SLOPE 1/4":1'-0"

1'-8 1/2"

1'-2"

SLOPE PER CIVIL

16'-1 1/2"

SLOPE PER CIVIL

6'-9"

3'-11" 2'-4"

10'-10 1/2"

6'-2 1/2"

7'-6 1/2"

37'-11 1/2"

7'-6 1/2"

9'-8 1/2" 41'-4 1/2" SLOPE PER CIVIL

16'-1 1/2"

SLOPE 1/4":1'-0" SLOPE PER CIVIL

SLOPE PER CIVIL

1'-4" SLOPE PER CIVIL

SLOPE PER CIVIL SLOPE PER CIVIL

1'-6"

SLOPE PER CIVIL

41'-4 1/2" SLOPE PER CIVIL

SLOPE PER CIVIL

SL. 1/4":1' SLOPE PER CIVIL

SLOPE PER CIVIL SLOPE PER CIVIL

SLOPE PER CIVIL SLOPE PER CIVIL

3'-6" 3'-6" 2R @ 11" EA.

3'-6 1/2" 5'-10" 4'-4" 5'-11 1/2" 4'-0" 3'-6 1/2" 5'-10" 4'-4" 5'-11 1/2" 4'-0"

3'-7" 3'-0" 19'-9 1/2" 13'-8 1/2" 9'-11 1/2" 13'-8 1/2" 9'-11 1/2"

23'-8"

SAN SAN JOSE, CA

2" 2'-0" 6"

24'-6 1/2" 3'-9" 21'-10"

NUE L G E MA

NUE L G E MA

51'-1" 51'-3"

A

23'-8"

E Z , F AI

2'-0"

COMMUNIC PHASE 2 - 10 BLOCKS 4

COMMUNICATIONS HILL PHASE 2 - 10-PLEX BLDGS BLOCKS 41, 42, 44 & 45

AL

DELTA 7 - 07/31/19 - FRAME WALK REVISIONS

DELTA 7 - 07/31/19 - FRAME WALK REVISIONS

| Given the constraints of KB Home’s traditional focus on design uniformity, typical construction standards and ultimately, their profitability per share, these sixteen (16) Type V-A elevator buildings w/ dwelling units and a common roof deck over a common first floor forced the corporate low-density developer to move well outside of their comfort zone. | After redesigning the buildings to share more similarities than differences, the team’s Senior Project Manager, Sonia Lopez, tasked me with managing the team of three project associates in preparation for plan check. Managing the efforts of multiple colleagues on a single set of documents while organizing my time around simultaneous projects challenged me to think ahead, organize my time wisely and trust my team. | Following approval, the client quickly began construction.

Reviews of elevator & stair submittals as well as countless RFIs brought about my first educated & licensed experience with C.A. The buildings are currently in construction, ranging from foundation formwork to the model building nearing a CO.

9'-10"

9'-8"

5'-7"

BLDG 97B (SIM. BLDG 98B)

BLDG 97B (SIM. BLDG 98B)

11"

TYP

1'-0"

1'-10 1/2"

D.S.

2'-1"

V UP 21 R.

8"

3'-0" 2'-1"

No.

BLDG 98B

Date

5 1/2"

4'-3"

8'-10"

3'-0" 5'-4"

11"

8'-4 1/2"

8'-11"

3'-9"

13'-6 1/2"

3'-8 1/2"

13'-6 1/2"

3'-11 1/2" 2'-2" 2'-0"

8'-10" 5'-9 1/2"

3'-0" 23'-1"

5'-4" 3'-11 1/2" 2'-2"

2'-0" 1'-2"

8'-10"

2'-0"

2'-10"

6'-10"

12555 West Jefferson Blvd.

Suite 100 Los Angeles, CA 90066 ktgy.com 310.394.2623 3'-5 1/2"

2'-2"

2'-0" 3'-2"

1'-5 1/2" 2'-0"

SLOPE 1/4"=1-0"

1'-0"

3'-11 1/2"

1'-0" SLOPE 1/4"=1-0" 8'-10"

1'-2"

4'-11"

4'-11"

5'-4"

SLOPE 1/4"=1-0"

BLDG 98B 4'-8 1/2"

10'-1" 11 TREADS @ 11" EA.

KTGY Project No: 8"

1'-6"

20150

5"

5"

5"

5"

5"

5"

5"

5"

5"

5"

5"

GARAGE TYP 350.89 SFF T.O.SLAB AT LOBBY - (L1)

3'-0"

23'-1"

5'-4"

3'-11 1/2"

2'-0"

8'-10"

3'-2"

1'-5 1/2" 2'-0"

4'-11"

1'-2"

1'-2"

BLDG 97B

TYP

2'-1" 5'-3 1/2"

10'-1" 11 TREADS @ 11" EA.

BLDG 98B 4'-8 1/2"

8"

1'-6"

UNIT

Description

NUE L G E MA

GE GON OR

3'-4"

11'-3 3/4" 21R AT 6-1/2" EA. (V.I.F.)

SECOND FLOOR (SOFFIT)

9'-0" 4'-8"

+/- 8'-2 1/2" (6'-8" MIN. CLR.)

4"

ELEVATOR NOTES UNIT

BLOCK 42 - BLDGS. 97B & 98B - STAIR 1 & ELEVATOR - PLANS

TYP

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

SECOND FLOOR (T.O.SHEATHING)

1

L2

COPYRIGHT

C

A380

34"-38" MAX.

7

TYP.

34"-38" MAX.

6

of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

DELTA 7 - 07/31/19 - FRAME WALK REVISIONS

5

It is the clients responsibility prior to or during construction to notify the architect in writing

SCALE: 1/4"=1'-0

SAN JOSE, CA

Date

4

4'-5" 4" 3" 5"

DN 21 R.

STAIR NOTES

BLDG 97B (SIM. BLDG 98B)

L3

THIRD FLOOR (T.O.SHEATHING)

5" 5"

TYP

TYP

3

UNIT

UNIT FOLDER NO. 17-047231

5"

+10'-5" 19R AT 6-9/16" EA. (V.I.F.)

5"

KB HOME 5000 EXECUTIVE PARKWAY, SUITE 125 SAN RAMON, CA 925-786-7 PHONE NO.

COMMUNICATIONS HILL PHASE 2 - 10-PLEX BLDGS BLOCKS 41, 42, 44 & 45

11'-3 3/4" 21R AT 6-1/2" EA. (V.I.F.)

UNIT

9'-0"

4"

11'-3 3/4" 21R AT 6-1/2" EA. (V.I.F.)

4'-3"

5" 5"

8"

2'-2"

1'-0" SLOPE 1/4"=1-0"

2'-1"

SLOPE 1/4"=1-0"

SAN JOSE, CA

1'-10 1/2"

14'-9"

TYP

+/- 6'-9 1/4" (6'-8" MIN. CLR.)

24'-8" 9'-0"

7"

No.

ELEVATOR KEYNOTES

4" 4"

5"

Principal: Manny Gonz Project Designer: Ryan Fl

EXIT STAIR DOWN

UP 21 R.

2

THIRD FLOOR (SOFFIT)

TYP

5"

1'-6" 1'-6"

2'-9"

Developer

2'-1"

34"-38" MAX. 34"-38" MAX. TYP

9'-8"

BLDG 97B (SIM. BLDG 98B)

No. C15088 Ren.12/31/19

+/- 11'-3 3/4" 21 R. AT 6-1/2" EA. (V.I.F.)

1'-3 3/4"

ALL WALLS 4'-8 1/2" TYP. & CLG.

6'-10"

+10'-5" 19R AT 6-9/16" EA. (V.I.F.)

+10'-5" 19R AT 6-9/16" EA. (V.I.F.)

L4

FOURTH FLOOR (T.O.SHEATHING)

L3

BLDG 98B

2'-10"

3.5" 3.5" 3.5" 3.5" 3.5" 3.5" 3.5" 3.5" 3.5" 3.5" 3.5" 3.5" 3.5" 3.5" 3.5" 3.5" 3.5" 3.5"

350.89 SFF T.O.SLAB AT LOBBY - (L1)

7'-4" 8 TREADS @ 11" EA.

5'-6 1/2"

4" 4" 1'-1" 4'-3" 4"

1'-3" 1'-3" 1'-3 3/4" 1'-3" 1'-3"

+/- 7'-6 1/2" 1'-3" 1'-3" 1'-3" (6'-8" MIN. CLR.) 1'-3"

SQUARE TUBE STEEL STRUCTURE (SECONDARY)

1'-3"

BLDG 97B

ALL WALLS & CLG. LOBBY

1'-4 1/2"

4'-5"

16'-6" 18 TREADS @ 11" EA. AT BLDG. 97B & 98B

UNIT

BLOCK 42 - BLDGS. 97B & 98B - STAIR 1 & ELEVATOR - FIRST FLOOR PLAN L2

GARAGE

22'-3"

4'-9 1/2"

BLOCK 42 - BLDGS. 97B & 98B - STAIR 1 & ELEVATOR - THIRD FLOOR PLAN

1'-3"

L2

SCALE: 1/4"=1'-0

1

8"

3

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

FOURTH FLOOR (T.O.PLATE

L4 TYP

1'-3"

TYP TYP.

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

BLDG 97B

FOLDER NO. 17-047231

UP 19 R.

+/- 8'-2 1/2" 1'-3" 1'-3" 1'-3" (6'-8" MIN. CLR.)

1'-6"

GARAGE

23'-1"

1'-0" SLOPE 1/4"=1-0" 8'-10" SLOPE 1/4"=1-0"

2'-1"

1'-10 1/2"

8'-2"

5'-1"

8" 1'-3"

5'-9 1/2"

1'-3"

4'-8 1/2"

1'-3"

TYP

8"

SCALE: 1/4"=1'-0

Architecture + Planning

TYP

2'-1"

FOR CITY OF SAN JOSE USE ONLY

5"

+10'-5" 19R AT 6-9/16" EA. (V.I.F.)

9'-8"

1'-3"

11'-3 3/4" 21R AT 6-1/2" EA. (V.I.F.)

TYP

TYP

350.89 SFF T.O.SLAB AT LOBBY - (L1)

A380

4'-3"

C

1'-11"

8'-10"

+/- 6'-9 1/4" 1'-3" 1'-3" 1'-3" (6'-8" MIN. CLR.)

TYP

1'-3"

34"-38" MAX.

3'-2" 1'-5 1/2" 2'-0"

4'-11"

+/- 11'-3 3/4" 21 R. AT 6-1/2" EA. (V.I.F.)

TYP

8B - STAIR 1 & ELEVATOR - THIRD FLOOR PLAN L2

TYP

4'-3"

COPYRIGHT

34"-38" MAX.

11'-3 3/4" 21R AT 6-1/2" EA. (V.I.F.)

REFER TO SLAB PLANS FOR SLAB DEPRESSION LOCATIONS, DRAIN LOCATIONS AND SLOPES

L3

UNIT

BLDG 98B 4'-8 1/2"

NUE L G E MA

3'-9"

2'-2" 2'-0"

3'-5 1/2" 3'-0" 5'-4" 3'-11 1/2"

23'-1"

2'-2" 2'-0"

8'-10"

TYP

UNIT

1'-2"

5'-3 1/2"

L E Z , F AI A

TYP

10'-1" 11 TREADS @ 11" EA.

1'-6"

+/- 7'-6 1/2" (6'-8" MIN. CLR.)

2'-0" 1'-2"

3'-11 1/2"

23'-1"

1'-0" SLOPE 1/4"=1-0" 8'-10" 1'-0" SLOPE 1/4"=1-0"

11'-3 3/4" 21R AT 6-1/2" EA. (V.I.F.)

SLOPE 1/4"=1-0"

EXIT STAIR DOWN

DN 21 R. BLDG 97B (SIM. BLDG 98B)

8"

DELTA 7 - 07/31/19 - FRAME WALK REVISIONS

3'-0" 5'-4"

SLOPE 1/4"=1-0"

4'-11"

4'-3"

TRASH RM.

L4

BLDG 97B

TYP

2'-1"

BLDG 98B 4'-8 1/2"

TYP.

TYP

KB HOME 5000 EXECUTIVE PARKWAY, SUITE 125 SAN RAMON, CA 925-786-7560 PHONE NO.

ZA

1'-2"

L E Z , F AI A

BLDG 97B (SIM. BLDG 98B)

8"

L3

DN 21 R.

ZA

1

4

L4

ALL WALLS & CLG.

BLOCK 42 - BLDGS. 97B & 98B - STAIR 1 & ELEVATOR - PLANS

SQUARE TUBE STEEL STRUCTURE (PRIMARY)

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

22'-3"

TYP

4'-8 1/2"

ELEVATOR NOTES

8"

1'-6" 1'-6"

14'-9"

of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

D.S.

- STAIR 1 & ELEVATOR - FOURTH FLOOR PLAN 2'-9"

10'-1" 11 TREADS @ 11" EA.

1'-6"

It is the clients responsibility prior to or during construction to notify the architect in writing

BLDG 97B (SIM. BLDG 98B)

1'-6"

9'-8"

5'-6 1/2"

5'-3 1/2"

14'-0 1/2"

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

REFER TO SLAB PLANS FOR SLAB DEPRESSION LOCATIONS, DRAIN LOCATIONS AND SLOPES

OF ALTERNATING TREAD DEVICE

Principal: Manny Gonzalez Project Designer: Ryan Flautz

TYP

EXIT STAIR DOWN

UP

Ryan Flautz rflautz@ktgy.com

Developer BLDG 97B

GE GON OR

UNIT

1'-4 1/2"

1'-2"

Description

No. C15088 Ren.12/31/19

BLDG 98B 4'-8 1/2"

DN 21 R. BLDG 97B (SIM. BLDG 98B)

2'-1"

4'-8 1/2"

BLDG 97B

10'-1" 11 TREADS @ 11" EA.

STAIR SECTION KEYNOTES

Project Contact: Email:

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

LOCK 42 - BLDGS. 97B & 98B - STAIR 1 & ELEVATOR - FIRST FLOOR PLAN

2"

2'-9"

4 Project Contact: Fl 5 42 - BLDGS. 97B & 98B - STAIR 1 &Ryan ELEVA BLOCK 42PLAN - BLDGS. 97B 2& 98B - STAIR 1 &NOTES ELEVATOR - THIRD PLAN 97B & 98B 3 - STAIRBLOCK STAIR BLOCK 42 - BLDGS. 97B & 98B - STAIR 1 & ELEVATOR - SECOND FLOOR BLOCKFLOOR 42 - BLDGS. 1 & ELEVATOR - FOURTH Email: FLOOR PLAN 6 rflautz@ktgy.

5

9'-4"

TYP.

11'-0 1/2"

AT BOTTOM KTGYTYPProject No:LANDING 20150647

TYP

8"

3

BLDG 97B

6'-10"

4'-9 1/2"

12555 DOWN West Jefferson Blvd.

Suite 100 Los Angeles, CA 90066 ktgy.com 310.394.2623

7

TYP

TYP

UP 21 R.

1

BLDG 98B

2'-1"

8"

EXIT Architecture + Planning STAIR

TYP

2 10'-1" 11 TREADS @ 11" EA.

BLDG 97B (SIM. BLDG 98B) 1'-6" 1'-6" 8"

21'-7"

1'-6" 1'-6"

2'-9"

BLDG 97B (SIM. BLDG 98B)

5'-4"

3'-11 1/2"

BLDG 97B

ELEVATOR KEYNOTES

EXIT STAIR DOWN

DN 21 R.

9'-8"

FOR CITY OF SAN JOSE USE ONLY

8"

2'-10"

1'-2"

23'-1"

1'-2"1'-0" 3'-0" 2'-5 1/2"

BLDG 97B (SIM. BLDG 98B)

5'-3 1/2"

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

1'-4 1/2"

BLDG 97B (SIM. BLDG 98B)

3'-2"

8'-10" 4'-11"

5'-6 1/2"

1'-2"

7'-4" 8 TREADS @ 11" EA.

24'-8"

14'-9"

16'-6" 18 TREADS @ 11" EA. AT BLDG. 97B & 98B

8'-4 1/2"

13'-6 1/2" 5'-2"

5'-9 1/2"

TYP.

TYP

2'-1"

21'-7" 1'-6" 1'-6"

9'-8"

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

22'-3"

FOLDER NO. 17-047231

UP 19 R.

REFER TO SLAB PLANS FOR SLAB DEPRESSION LOCATIONS, DRAIN LOCATIONS AND SLOPES

TYP

BLDG 98B

1'-6"

STAIR SECTION KEYNOTES

7'-4" 8 TREADS @ 11" EA.

DN 19 R.

1'-2"

1'-0"

2'-1"

1'-10 1/2"

UP 21 R.

EXIT STAIR DOWN

TYP

BLDG 98B

2'-9"

8"

8'-4"

8'-2"

TYP

TYP

11'-0 1/2"

BLDG 97B

4'-8 1/2"

10'-1" 11 TREADS @ 11" EA.

4'-9 1/2"

3'-0"

3'-9" 5'-1" 8'-10" ELEV. M.R.

"

5'-3 1/2"

8"

TYP

4'-8 1/2"

BLDG 97B

BLDG 98B

TYP

TYP.

D.S.

BLDG 97B (SIM. BLDG 98B)

TRASH RM.

BLDG 97B

2'-1"

1'-2"

1'-6" 1'-6"

2'-9"

BLDG 97B (SIM. BLDG 98B)

9'-8"

ELEV. M.R.

BLDG 97B (SIM. BLDG 98B)

2'-9"

9'-8"

TRASH RM.

TYP

1'-2"

3'-0"

1'-4 1/2"

D.S.

TYP

BLDG 97B (SIM. BLDG 98B)

TYP

23'-1"

22'-3" 4'-9 1/2"

BLDG 5'-7" 97B (SIM. BLDG 98B)

V

DN 21 R. BLDG 97B (SIM. BLDG 98B)

14'-0 1/2" 9'-4"

BLOCK 42 - BLDGS. 97B & 98B - STAIR 1 & ELEVATOR - FOURTH FLOOR PLAN 4 97B & 98B - STAIR 1 & ELEVATOR - ROOF PLAN BLOCK 42 - BLDGS.

4'-8 1/2" 2"

9'-10"

5'-7"

V

3'-5 1/2"

STAIR NOTES

2

4'-11"

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

21'-0 1/2" 1'-8 1/2"

TYP.

TYP

1'-6"

14'-0 1/2" 9'-4"

8'-4" 2'-9"

8"

4'-3"

9'-10"

D.S.

1'-2"

5 1/2"

EXIT STAIR DOWN

UP

SAN JOSE, CA

10'-1" 11 TREADS @ 11" EA.

COMMUNICATIONS HILL PHASE 2 - 10-PLEX BLDGS BLOCKS 41, 42, 44 & 45

5'-3 1/2"

1'-8 1/2"

BLDG 97B (SIM. BLDG 98B) SLOPE 1/4"=1-0"

3'-0"

Stair / Elevator Floor Plans Fiber Cement Screen Layout Stair / Elevator Section

21'-0 1/2"

8"

BLDG 97B (SIM. BLDG 98B)

KB HOME 5000 EXECUTIVE PARKWAY, SUITE 125 SAN RAMON, CA LANDING AT BOTTOM ALTERNATING 925-786-7560 OFTREAD PHONE NO. DEVICE

BLDG 98B

1'-6" 1'-6"

2'-9"

3'-11"

Ryan Flautz rflautz@ktgy.com

Principal: Manny Gonzalez Project Designer: Ryan Flautz

BLDG 97B

2'-1"

11'-0 1/2"

Developer

2'-5 1/2"

BLDG 97B (SIM. BLDG 98B)

5 1/2"

10'-1" 11 TREADS @ 11" EA.

BLOCK 42 - BLDGS. 97B & 98B - STAIR 1 & ELEVATO

21'-7" 4'-9 1/2"

20150647

2'-0" 1'-2"

Project Contact: Email:

5

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

5'-1"

KTGY Project No:

BLOCK 42 - BLDGS. 97B & 98B - STAIR 1 & ELEVATOR - ROOF PLAN

5'-2"

12555 West Jefferson Blvd.

Suite 100 Los Angeles, CA 90066 ktgy.com 310.394.2623

1'-2"1'-0"

TYP

4'-11"

5'-6 1/2"

5'-4" 3'-11 1/2"

8'-10" TYP

1'-2"

14'-9"

7'-4" 8 TREADS @ 11" EA.

TYP.

5'-3 1/2"

Architecture + Planning

3'-2"

UP 21 R.

EXIT STAIR DOWN

23'-1"

1'-2"

1'-0"

2'-1"

1'-10 1/2"

TYP

2'-1"

BLDG 98B

TYP.

TYP

BLDG 97B (SIM. BLDG 98B)

BLDG 97B

BLDG 97B (SIM. BLDG 98B)

DN 19 R.

TYP

4'-11"

5'-2" BLDG 97B (SIM. BLDG 98B)

COMMUNICATIONS HILL PHASE 2 - 10-PLEX BLDGS BLOCKS 41, 42, 44 & 45

1'-6" 1'-6"

2'-9"

9'-8"

3'-8 1/2"

STAIR SECTION KEYNOTES

22'-3" 1'-4 1/2"

4'-9 1/2"

5'-6 1/2"

ELEV. M.R.

2"

TYP

1'-2"

14'-9"

13'-6 1/2"

TYP

7'-4" 8 TREADS @ 11" EA.

8'-4 1/2"

8'-11"

13'-6 1/2"

TYP

97B & 98B - STAIR 1 & ELEVATOR - ROOF PLAN

2"

1'-4 1/2"

4'-9 1/2"

CK 42 - BLDGS. 97B & 98B - STAIR 1 & ELEVATOR - SECOND FLOOR PLAN

"

22'-3"

2" 21'-0 1/2" 1'-8 1/2"

3'-11"

ALL WALLS & CLG. GARAGE

350.89 SFF T.O.SLAB AT LOBBY - (L1)

FOR CITY OF SAN JOSE USE ONLY

No. 1 2 3 4 5

Date

Description

SKYDECK UNIT P2-J UNIT P2-H PRIVATE GARAGES

SKYDECK UNIT P3-J UNIT P3-H PRIVATE GARAGES

BLOCK 44 - BUILDING 126B - FRONT ELEVATION

SCALE: 1/8"=1'-0"

2

1

6'-8" A A

A

A

A

TYP.

8'-0"

350.89 SFF T.O.SLAB AT LOBBY - (L1)

350.89 SFF T.O.SLAB AT CORRIDOR - (L1)

TYP. TYP.

2'-8" 4'-0"

2'-8"

2'-8" 4'-0"

1'-6" 1'-6"

2'-8"

TYP.

SKYDECK - R UNIT P3-G - R UNIT P3-F - R PRIVATE GARAGES

JAMB

UNIT P1-H UNIT P1-G UNIT P1-F PRIVATE GARAGES

SKYDECK - R UNIT P2-G - R UNIT P2-F - R BEYOND PRIVATE GARAGES

SKYDECK UNIT P2-E UNIT P2-D PRIVATE GARAGES

T.O.PARAPET

UNIT P1-L - R UNIT P1-K - R UNIT P1-J - R PRIVATE GARAGES

2'-6" 12'-1"

8'-0"

5'-2"

2'-6"

BEYOND

BLOCK 44 - BUILDING 125A - FRONT ELEVATION

SCALE: 1/8"=1'-0"

2

1

NUE L G E MA

5 6 7

of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

GE GON OR

6'-8" 8'-0" A

A

HEADER

HEADER

8'-0"

8'-0"10'-1" 2'-6"

A

TRANSOM

T.O. PLYWD - (L3) T.O.PLYWD - (L4) T.O.PLATE

A A

A

A

HEADER

A

A

A

A

HEADER - (GRILLS)

8'-0"

8'-0" 8'-0"

HEADER

T.O.PLYWD - (L2)

T.O. PLYWD - (L2) T.O.PLYWD - (L3) T.O.PLATE

T.O.PLYWD T.O.PLATE- (L3) T.O.PLATE

T.O.PLATE

TYP.

10'-1"

7'-2"

350.21 SFF T.O.SLAB AT CORRIDOR - (L1)

350.21 SFF T.O.SLAB AT LOBBY - (L1)

NUE L G E MA

Project Contact: Email:

KB HOME FOR CITY OF SAN JOSE USE ONLY 5000 EXECUTIVE PARKWAY, SUITE 125

No. Date CADescription SAN RAMON, 1 2 3 4 5 6 7

It is the clients responsibility prior to or during construction to notify the architect in writing

of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

GE GON OR

BLOCK 42 - BUILDING 98B - FRONT ELEVATION

UNIT P1-L - R UNIT P1-K - R UNIT P1-J - R PRIVATE GARAGES

SIM.

SIM.

BEYOND

UNIT P4-B UNIT P4-A UNIT P4 PRIVATE GARAGES

SKYDECK - R UNIT P2-G - R UNIT P2-F - R PRIVATE GARAGES

BLOCK 42 - BUILDING 98A - FRONT ELEVATION

SIM.

SCALE: 1/8"=1'-0"

SCALE: 1/8"=1'-0"

SIM.

2

1

T.O.PARAPET

A

A

A

A

A

8'-0"

9'-0"

343.09 SFF T.O.SLAB AT CORRIDOR - (L1)

TYP.

350.89 SFF T.O.SLAB AT LOBBY - (L1)

9'-1"

350.89 SFF T.O.SLAB AT CORRIDOR - (L1)

7'-2"

11 1/2"

HEADER - (GRILLS)

NUE L G E MA

Developer KB HOME FOR CITY OF SAN JOSE USE ONLY 5000 EXECUTIVE PARKWAY, SUITE 125

No. Date CADescription SAN RAMON, 1 2 3 4 5 6 7

It is the clients responsibility prior to or during construction to notify the architect in writing

of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

42" WIDE AUTOMATIC HOISTWAY DOOR; FIRE RATING 1-1/2 HOUR FIRE DOOR

GE GON OR

SKYDECK UNIT P2-A UNIT P2 PRIVATE GARAGES

UNIT P1-Z - R UNIT P1-Y - R UNIT P1-X - R PRIVATE GARAGES

BLOCK 41 - BUILDING 58A - FRONT ELEVATION

SKYDECK UNIT P3-A UNIT P3 PRIVATE GARAGES

UNIT P4-B UNIT P4-A UNIT P4 PRIVATE GARAGES

BLOCK 42 - BUILDING 97B - FRONT ELEVATION

SCALE: 1/8"=1'-0"

SCALE: 1/8"=1'-0"

2

1

6'-8"

8'-2"

TYP.

A

12'-1"

HEADER

9'-0" T.O.PLYWD - (L2)

T.O. PLYWD - (L2) T.O.PLYWD - (L3) T.O.PLATE

T.O.PLATE

HEADER - (GRILLS)

A

HEADER

9'-0"

TYP. 351.92 SFF T.O.SLAB AT LOBBY - (L1)

TYP. TYP.

7'-2"

A

UNIT P1-Z - R UNIT P1-Y - R UNIT P1-X - R PRIVATE GARAGES

BLOCK 41 - BUILDING 57A - FRONT ELEVATION

8'-2" 8'-0"

10'-1"

HEADER

A

10'-1"

8'-0" T.O. PLYWD - (L3) T.O.PLATE

A

A

A

A

NUE L G E MA

GE GON OR

No. C15088 Ren.12/31/19

2.

REFER TO DETAIL SHEETS FOR MINIMUM WINDOW, DOOR & WALL VENT MOISTURE BARRIER INSTALLATION REQUIREMENTS.

3.

ALL WINDOW HEADS AT FIRST FLOOR ARE 8'-0" A.F.F. UNLESS NOTED OTHERWISE. WINDOWS ADJACENT TO DOORS ALIGN WITH DOOR TRIM.

4.

ALL HORIZONTAL PLASTER SURFACES 3" OR MORE IN DEPTH WILL RECEIVE SELF ADHESIVE FLASHING WEATHERBOARD LAPPED MINIMUM 3" WITH BUILDING PAPER ON ALL SIDES PRIOR TO THE APPLICATION OF WIRE LATH AND PLASTER.

5.

CONNECT ALL BUILDING RAIN GUTTER DOWNSPOUTS TO SUB GRADE DRAINAGE SYSTEM SEE CIVIL PLANS. ALL OVERFLOW DRAINS TO HAVE A PRE-CAST CONCRETE SPLASH BLOCK. COPYRIGHT

6.

REFER TO DETAIL SHEETS FOR MINIMUM WALL VENT FLASHING INSTALLATION (I.E. DRYER VENT, FOUNDATION VENT, COMBUSTION AIR VENT, ETC.).

7.

REFER TO DOOR SCHEDULE FOR HEAD JAMB & THRESHOLD DETAILS NOT HEREWITH SHOWN.

HEADER

10'-1"

8'-0"

9'-0"

FOR CITY OF SAN JOSE USE ONLY

No.

FOR FIRE PARTITION CONSTRUCTION NOTES.

Date

Description

1 2 3 4 5

STORMPROOF METAL LOUVERS - PAINT TO MATCH ADJACENT WALL COLOR - SIZE AS INDICATED IN MECHANICAL DRAWINGS

6

EXT. WALL DISCHARGE LEGEND

7

SINGLE EXHAUST GRILLE MULTIPLE EXHAUST GRILLE - REFER TO ELEV. FOR QUANITIES (HORIZONTAL AND VERTICAL)

10'-3"

It is the clients responsibility prior to or during construction to notify the architect in writing

A= THROUGH EXT. WALL FACE BELOW PLATE HEIGHT LINE. B= THROUGH RIM JOIST ABOVE PLATE HEIGHT LINE

of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

ZA

GE GON OR

L E Z , F AI A

NUE L G E MA

8'-4"

HEADER - (GRILLS)

348.75 SFF T.O.SLAB AT LOBBY - (L1)

PLASTER REGLET WHERE SHOWN ON ELEVATIONS WILL MITER @ CORNERS & RETURN ON SIDES OF WALLS.

A210

FOLDER NO. 17-047231

16. PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING.

T.O. PLYWD - (L2) T.O.PLATE

349.91 SFF T.O.SLAB AT CORRIDOR - (L1)

INSTALL EXTERIOR PLASTER @ 1 HR. BUILDINGS PER CBC 2512

9.

C

15. DUCT TERMINATION TO OCCUR MINIMUM 3'-0" FROM WINDOW OR DOOR OPENINGS INTO DWELLING UNIT PER C.M.C.

TYP.

HEADER - (GRILL)

8.

BLOCK 41 - BLDGS. 57A & 58A - FRONT ELEVATION

13. ALL EXTERIOR BUILDING MATERIALS SHALL PRODUCE NO GLARE OR REFLECTIVITY IMPACTS.

JAMB

TYP.

24"

10'-1"

ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF PLYWOOD SHEATHING AT UPPER FLOORS OR FINISH SLAB AT FIRST FLOOR.

14. REFER TO SHEET DETAILS AND

HEADER

T.O.PLYWD - (L3) T.O.PLATE

TYP.

7

12. ALL DOUBLE TOP PLATE HEIGHT DIMENSIONS ARE FROM TOP OF INTERIOR FLOOR PLYWOOD SHEATHING.

T.O. PLYWD - (L4) A

+/- 54'-0" BUILDING HEIGHT

A

9'-0"

8'-0"

10'-1"

A

T.O.PLATE A

HEADER

8'-0"

+/- 51'-0" BUILDING HEIGHT

T.O.PLYWD - (L4) T.O.PLATE HEADER

6

of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

11. METAL CONTROL JOINTS (C.J.) SHALL BE PROVIDED FOR EVERY 120 S.F. OF STUCCO WALL AREA, EQUALLY DIVIDING A WALL PLANE, UNLESS NOTED OTHERWISE.

TRANSOM

2'-6"

10'-4" BOTT. OF TRELLIS

HEADER

5

It is the clients responsibility prior to or during construction to notify the architect in writing

10. ALL EXTERIOR WALLS ARE SOLID SHEATHED W/ EXTERIOR GRADE PLYWOOD SAME THICKNESS AS EXTERIOR SHEAR WALLS. REFER TO STRUCTURAL PLANS FOR SHEAR WALL LOCATIONS.

T.O.PLATE - (LIVING RM.)

T.O.PLATE TYP.

10'-1"

12'-1"

T.O.PLATE TYP.

8'-0"

2'-6"

TRANSOM

9'-1"

1

T.O.PARAPET

7'-2"

6'-8"

T.O.PLATE - (LIVING RM.)

7'-2"

SCALE: 1/8"=1'-0"

2

TYP.

1'-6" 1'-6"

TYP.

T.O.PARAPET

T.O.PLYWD - (L2) T.O.PLATE

SCALE: 1/8"=1'-0"

12'-1"

T.O.PARAPET

PROPOSED LOCATION OF BLDG ADDRESS. REFER TO CITY OF SAN JOSE FIRE DEPT PREMISES IDENTIFICATION REQ'S - SHEET A003.

1.

TYP.

1'-6"

TYP.

SKYDECK - R UNIT P2-Q - R UNIT P2-P - R PRIVATE GARAGES

4

L E Z , F AI A

SKYDECK - R UNIT P3-Q - R UNIT P3-P - R PRIVATE GARAGES

3

42" WIDE AUTOMATIC HOISTWAY DOOR; FIRE RATING 1-1/2 HOUR FIRE DOOR

BEYOND

BLOCK 45 - BUILDING 107B - FRONT ELEVATION

TYP.

2

18"X24" GALV. METAL LOUVER VENT AT TRASH ROOM. PAINT TO MATCH ADJACENT WALL COLOR. 23

925-786-7560

1

TYP.

BEYOND

UNIT P4-Z - R UNIT P4-Y - R UNIT P4-X - R PRIVATE GARAGES

KB HOME FOR CITY OF SAN JOSE USE ONLY 5000 EXECUTIVE PARKWAY, SUITE 125

PHONE NO.

ZA

347.13 SFF T.O.SLAB AT CORRIDOR - (L1)

TYP.

11'-11"

349.95 SFF T.O.SLAB AT LOBBY - (L1)

7'-0"

9'-1"

7'-0"

HEADER - (GRILL)

Developer

No. Date CADescription SAN RAMON,

METAL SECTIONAL GARAGE DOOR. A= THROUGH EXT. WALL FACE MULTIPLE EXHAUST REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE. BELOW PLATE HEIGHT LINE. GRILLE - REFER TO B= THROUGH RIM JOIST ABOVE UTILITY DOOR. ELEV. QUANITIES PLATE HEIGHT LINE REFER TO FOR FLOOR PLAN & DOOR SCHEDULE FOR SIZE. (HORIZONTAL AND 20 MIN. RATED SMOKE DOOR AT ELEVATOR VERTICAL)

HEADER - (GRILLS)

20150647

Ryan Flautz rflautz@ktgy.com

Principal: Manny Gonzalez Project Designer: Ryan Flautz

EXT. WALL DISCHARGE LEGEND TC670 CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM, ARCADIA SERIES. REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE. SINGLE EXHAUST GRILLE

T.O.PLYWD - (L2) T.O.PLATE

2'-0"

ADDRESS

Project Contact: Email:

VINYL WINDOW SYSTEM. ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH REFER TO FLOOR PLANWATER & WINDOW SCHEDULE FOR SIZE & STYLE. WILL ALLOW TRAPPED TO DRAIN TO THE EXTERIOR OF THE BUILDING. ENTRY DOOR. REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE. STORMPROOF METAL LOUVERS - PAINT TO MATCH ADJACENT FRENCH DOOR WITHAS TEMPERED GLAZING. WALL COLOR - SIZE INDICATED IN MECHANICAL DRAWINGS REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE.

10'-1"

A

351.26 SFF T.O.SLAB AT CORRIDOR - (L1) T.O.PLYWD - (L2) T.O.PLATE

8'-0" 9'-1"

HEADER - (GRILL)

HEADER

10'-1" 9'-9"

2'-6" 8'-0"

HEADER

12555 West Jefferson Blvd.

Suite 100 Los Angeles, CA 90066 ktgy.com FOLDER NO. 17-047231 310.394.2623

KTGY Project No:

12. ALL DOUBLE TOP PLATE HEIGHT DIMENSIONS ARE FROM TOP OF SCUPPER: INTERIOR FLOORW/ PLYWOOD SHEATHING. 6"X6" SCUPPER 4"X6 OVERFLOW SCUPPER 2" ABOVE DRAIN INLET - REFER TO DETAIL 13. ALL EXTERIOR BUILDING MATERIALS SHALL PRODUCE NO GLARE OR REFLECTIVITY IMPACTS. DOWNSPOUT AT SCUPPER: 4"x4" RECTANGULAR PRE-FINISHED DOWNSPOUT PAINT TO MATCH 14. REFER TO SHEET FORPER FIRECIVIL PARTITION CONSTRUCTION ADJACENT SURFACE. DISCHARGE DRAWINGS DETAILS AND NOTES. ADDRESS NUMBERS: APPROVED ADDRESS BEMINIMUM PLACED IN A POSITION THAT IS 15. DUCT TERMINATION TOSHALL OCCUR 3'-0" FROM WINDOW OR PLAINLY LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE DOOR OPENINGS INTO DWELLING UNIT PER C.M.C. PROPERTY. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC OR ALPHABETICAL 4 INCHES HIGH 16. PROVIDE A WEEP SCREED FORLETTERS STUCCO MINIMUM AT THE FOUNDATION PLATE WITHAAMINIMUM MINIMUMOF STROKE WIDTH OF 1/2 LINE 4 INCHES ABOVE THEINCH. EARTH OR 2 INCHES

T.O.PLATE

A A

8'-0" 8'-0"

A

T.O.PLYWD T.O.PLATE- (L3) T.O.PLATE

8'-0" 7'-10"

8'-0"10'-1" 2'-6"

10'-1"

A

A

HEADER

HEADER

8'-0"

A

HEADER

TRANSOM

HEADER

8'-0"10'-1"

T.O.PLATE

T.O.PLATE

T.O. PLYWD - (L3) T.O.PLYWD - (L4) T.O.PLATE

A360

Architecture + Planning

C

6"X6" METAL POST PER STRUCTURAL DRAWINGS. REFER TO DOOR SCHEDULE FOR HEAD JAMB & THRESHOLD DETAILS NOT HEREWITH SHOWN. METAL GUARDRAIL: +42" MIN.EXTERIOR A.F.F. HIGH METAL RAILING INTERMEDIATE FACE INSTALL PLASTER @ 1 HR. W/ BUILDINGS PER CBC 2512 MOUNTED METAL TUBE POST AND HORIZONTAL PICKETS SPACED 3 1/2" O.C. SO THAT WHERE A 4" SPHERE CANNOT PASS THROUGH - REFER PLASTER REGLET SHOWN ON ELEVATIONS WILL MITER @ TO EXTERIOR&ELEVATIONS DETAILS. CORNERS RETURN ONFOR SIDES OF WALLS.

11. METAL CONTROL JOINTS (C.J.) SHALL BE PROVIDED FOR EVERY 120 DECORATIVE METAL GRILL: S.F. OF STUCCO WALL AREA, EQUALLY DIVIDING A WALLAT PLANE, AT W/ PERFORATED METAL MESH UNLESS NOTED OTHERWISE. SIDING STUCCO REFER TO DETAIL -

T.O. PLYWD - (L4) T.O.PLATE - (LIVING RM.)

T.O.PLATE TYP.

A

9.

10'-1"

A

A

T.O.PLYWD - (L3) T.O.PLYWD T.O.PLATE- (L4)

CONNECT BUILDING RAIN GUTTER DOWNSPOUTS TO SUB VERTICAL ALL CONTROL JOINT: GRADE DRAINAGE SYSTEM SEEJOINT CIVIL AS PLANS. ALLPER OVERFLOW VERTICAL PLASTER CONTROL SHOWN ELEVATION. DRAINS TO HAVE A PRE-CAST CONCRETE SPLASH BLOCK. COPYRIGHT HORIZONTAL CONTROL JOINT: HORIZONTAL CONTROL JOINT EACH FLOOR LEVELFLASHING TYP. REFER TO DETAIL SHEETS FORAT MINIMUM WALL VENT INSTALLATION (I.E. DRYER VENT, FOUNDATION VENT, COMBUSTION METAL TRELLIS: AIR VENT, REFER TOETC.).

EXTERIOR ELEVATIONS FOR DETAILS.

10. ALL EXTERIORAWNING: WALLS ARE SOLID SHEATHED W/ EXTERIOR GRADE DECORATIVE PLYWOOD SAME THICKNESS AS EXTERIOR SHEAR WALLS. REFER 36" DEEP METAL AWNING - REFER TO DETAIL TO STRUCTURAL PLANS FOR SHEAR WALL LOCATIONS.

6'-8"

8'-0"

2'-0" A

10'-4" BOTT. OF TRELLIS

A

10'-1"

2'-6"

T.O.PLATE TYP.

A

HEADER

HEADER

8'-0" 8'-0"

+/- 52'-0" BUILDING HEIGHT 12'-1" 10'-1"

1'-6"

1'-6" 7'-2"

T.O.PLATE

TRANSOM

10'-1" 10'-1"

HEADER

T.O.PARAPET

T.O.PLYWD - (L4) RM.) T.O.PLATE - (LIVING

+/- 53'-0" BUILDING HEIGHT

TRANSOM

A

T.O.PARAPET

8'-0"

8'-2"12'-1"

2'-6"

TRANSOM HEADER T.O.PARAPET

5.

4

8 8.

T.O.PLATE - (LIVING RM.)

TYP. TYP.

12'-1" +/- 53'-0" BUILDING HEIGHT

TYP.

BLOCK 42 - BLDGS. 97B & 98B - FRONT ELEVATION

MEDIUM SAND FINISH, FIELD COLOR TYP., MINIMUM 7/8" THICK, OVER ALL WINDOW HEADSBUILDING AT FIRSTPAPER. FLOOR PROVIDE ARE 8'-0" (2) A.F.F. UNLESS GRADE 'D' MINIMUM LAYERS OF NOTED OTHERWISE. WINDOWS ADJACENT TO DOORS WITH BUILDING PAPER O/ WOOD SHEATHING RECEIVING EXTALIGN PLASTER. DOOR TRIM. INSTALL PER MANUF. SPECS. ALL HORIZONTAL PLASTER SURFACES 3" OR MORE IN DEPTH WILL FIBER CEMENT LAP SIDING: RECEIVE SELF ADHESIVE FLASHING WEATHERBOARD LAPPED SMOOTH 3" FIBER LAP SIDING, EXPOSURE. BLIND MINIMUM WITHCEMENT BUILDING PAPER ON6"ALL SIDES PRIOR TONAILED THE OVER (2) LAYERS GRADE 'D' MINIMUM BUILDING PAPER O/ 5/8" TYPE APPLICATION OF WIRE LATH AND PLASTER. X DENS GLASS. INSTALL PER MANUF SPECS.

7 7.

+/- 54'-0" BUILDING HEIGHT

T.O.PLATE - (LIVING RM.)

2

4.

3

5 6.

6

T.O.PARAPET

T.O.PARAPET

1 2.

3.

No. C15088 Ren.12/31/19

ELEVATION KEYNOTES

NUE L G E MA

UNIT P1-B UNIT P1-A UNIT P1 PRIVATE GARAGES

PROPOSED LOCATION OF BLDG ADDRESS. REFER TO CITY OF SAN JOSE FIRE DEPT PREMISES IDENTIFICATION REQ'S - SHEET A003.

ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF PLYWOOD SHEATHING AT DESCRIPTION UPPER FLOORS OR FINISH SLAB AT FIRST FLOOR. PARAPET: REFER TO TO DETAIL EXTERIOR ELEVATION FOR DETAILS. REFER SHEETS FOR MINIMUM WINDOW, DOOR & WALL VENT MOISTURE BARRIER INSTALLATION REQUIREMENTS. 3-COAT EXTERIOR PLASTER SYSTEM:

L E Z , F AI A

BEYOND - R SKYDECK UNIT P2-Q - R UNIT P2-P - R PRIVATE GARAGES

SKYDECK - R UNIT P3-Q - R UNIT P3-P - R PRIVATE GARAGES

UNIT P4-Z - R UNIT P4-Y - R UNIT P4-X - R PRIVATE GARAGES

23

1.

TYP.

ZA

BEYOND

TYP.

925-786-7560

PHONE NO.

18"X24" GALV. METAL LOUVER VENT AT TRASH ROOM. PAINT TO MATCH ADJACENT WALL COLOR.

TYP. TYP.

20150647

Ryan Flautz rflautz@ktgy.com

Principal: Manny Gonzalez Project Designer: Ryan Flautz

EXT. WALL DISCHARGE LEGEND TC670 CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM, ARCADIA SERIES. REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE. SINGLE EXHAUST GRILLE METAL SECTIONAL GARAGE DOOR. A= THROUGH EXT. WALL FACE MULTIPLE EXHAUST REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE. BELOW PLATE HEIGHT LINE. GRILLE - REFER TO B= THROUGH RIM JOIST ABOVE UTILITY DOOR. ELEV. QUANITIES PLATE HEIGHT LINE REFER TO FOR FLOOR PLAN & DOOR SCHEDULE FOR SIZE. (HORIZONTAL AND 20 MIN. RATED SMOKE DOOR AT ELEVATOR VERTICAL)

T.O. PLYWD - (L2) T.O.PLATE

8" 7" 18"

3'-0"

10'-1"

13'-2 8'-0"1/2"

9'-3 1/2"

TYP.

7'-6" 10'-1"

HEADER

TYP.

LOBBY - (L1)

Project Contact: Email:

VINYL WINDOW SYSTEM. ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH REFER TO FLOOR PLANWATER & WINDOW SCHEDULE FOR SIZE & STYLE. WILL ALLOW TRAPPED TO DRAIN TO THE EXTERIOR OF THE BUILDING. ENTRY DOOR. REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE. STORMPROOF METAL LOUVERS - PAINT TO MATCH ADJACENT FRENCH DOOR WITHAS TEMPERED GLAZING. WALL COLOR - SIZE INDICATED IN MECHANICAL DRAWINGS REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE.

HEADER - (GRILL)

HEADER - (GRILLS)

HEADER - (GRILL) 9'-1"

2'-6" 8'-0"

T.O.PLYWD - (L2)

T.O. PLYWD - (L3) T.O.PLATE T.O.PLATE A

10'-1"

HEADER

HEADER

T.O.PLYWD - (L2)

7'-2"

2'-6" 8'-0" 6'-8"

A

T.O.PLYWD - (L3) T.O.PLATE T.O.PLATE HEADER

339.30 SFF T.O.PLYWD - (L2) T.O.SLAB AT T.O.PLATE

8'-0" 12'-1"

8'-0"

A

9'-0"

A

12555 West Jefferson Blvd.

Suite 100 Los Angeles, CA 90066 ktgy.com FOLDER NO. 17-047231 310.394.2623

KTGY Project No:

12. ALL DOUBLE TOP PLATE HEIGHT DIMENSIONS ARE FROM TOP OF SCUPPER: INTERIOR FLOORW/ PLYWOOD SHEATHING. 6"X6" SCUPPER 4"X6 OVERFLOW SCUPPER 2" ABOVE DRAIN INLET - REFER TO DETAIL 13. ALL EXTERIOR BUILDING MATERIALS SHALL PRODUCE NO GLARE OR REFLECTIVITY IMPACTS. DOWNSPOUT AT SCUPPER: 4"x4" RECTANGULAR PRE-FINISHED DOWNSPOUT PAINT TO MATCH 14. REFER TO SHEET FORPER FIRECIVIL PARTITION CONSTRUCTION ADJACENT SURFACE. DISCHARGE DRAWINGS DETAILS AND NOTES. ADDRESS NUMBERS: APPROVED ADDRESS BEMINIMUM PLACED IN A POSITION THAT IS 15. DUCT TERMINATION TOSHALL OCCUR 3'-0" FROM WINDOW OR PLAINLY LEGIBLE AND VISIBLE FROM THE STREET DOOR OPENINGS INTO DWELLING UNIT PER C.M.C. FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC OR ALPHABETICAL 4 INCHES HIGH 16. PROVIDE A WEEP SCREED FORLETTERS STUCCO MINIMUM AT THE FOUNDATION PLATE WITHAAMINIMUM MINIMUMOF STROKE WIDTH OF 1/2 LINE 4 INCHES ABOVE THEINCH. EARTH OR 2 INCHES

T.O.PLATE

A

8'-0" 10'-1"

A

8'-0"

8'-0"10'-1"

T.O.PLYWD - (L3)

T.O. PLYWD - (L4) T.O.PLATE

A

10'-1" +/- 51'-0" BUILDING HEIGHT

HEADER

HEADER

HEADER

10'-1"

10'-1" A

TRANSOM

A

6"X6" METAL POST PER STRUCTURAL DRAWINGS. REFER TO DOOR SCHEDULE FOR HEAD JAMB & THRESHOLD DETAILS NOT HEREWITH SHOWN. METAL GUARDRAIL: +42" MIN.EXTERIOR A.F.F. HIGH METAL RAILING INTERMEDIATE FACE INSTALL PLASTER @ 1 HR. W/ BUILDINGS PER CBC 2512 MOUNTED METAL TUBE POST AND HORIZONTAL PICKETS SPACED 3 1/2" O.C. SO THAT WHERE A 4" SPHERE CANNOT PASS THROUGH - REFER PLASTER REGLET SHOWN ON ELEVATIONS WILL MITER @ TO EXTERIOR&ELEVATIONS DETAILS. CORNERS RETURN ONFOR SIDES OF WALLS.

11. METAL CONTROL JOINTS (C.J.) SHALL BE PROVIDED FOR EVERY 120 DECORATIVE METAL GRILL: S.F. OF STUCCO WALL AREA, EQUALLY DIVIDING A WALLAT PLANE, AT W/ PERFORATED METAL MESH UNLESS NOTED OTHERWISE. SIDING STUCCO REFER TO DETAIL -

T.O.PLYWD - (L4) T.O.PLATE

T.O.PLATE - (LIVING RM.)

T.O.PLATE TYP.

A

A310

Architecture + Planning

C

10. ALL EXTERIORAWNING: WALLS ARE SOLID SHEATHED W/ EXTERIOR GRADE DECORATIVE PLYWOOD SAME THICKNESS AS EXTERIOR SHEAR WALLS. REFER 36" DEEP METAL AWNING - REFER TO DETAIL TO STRUCTURAL PLANS FOR SHEAR WALL LOCATIONS.

+/- 54'-0" BUILDING HEIGHT

A

10'-4" BOTT. OF TRELLIS

A

T.O.PLYWD - (L3)

T.O.PLYWD - (L4) T.O.PLATE T.O.PLATE HEADER

10'-1"

T.O.PLATE TYP.

8'-0"

8'-0"10'-1" 2'-6"

+/- 53'-0" 12'-1" BUILDING HEIGHT

A

HEADER

2'-0"

8'-8"

2'-2" 3'-0" T.O.PLATE

TRANSOM HEADER

9.

12'-1"

HEADER

T.O.PLYWD - (L4) RM.) T.O.PLATE - (LIVING

+/- 51'-0" BUILDING HEIGHT

TRANSOM

T.O.PARAPET

T.O.PARAPET

CONNECT BUILDING RAIN GUTTER DOWNSPOUTS TO SUB VERTICAL ALL CONTROL JOINT: GRADE DRAINAGE SYSTEM SEEJOINT CIVIL AS PLANS. ALLPER OVERFLOW VERTICAL PLASTER CONTROL SHOWN ELEVATION. DRAINS TO HAVE A PRE-CAST CONCRETE SPLASH BLOCK. COPYRIGHT HORIZONTAL CONTROL JOINT: HORIZONTAL CONTROL JOINT EACH FLOOR LEVELFLASHING TYP. REFER TO DETAIL SHEETS FORAT MINIMUM WALL VENT INSTALLATION (I.E. DRYER VENT, FOUNDATION VENT, COMBUSTION METAL TRELLIS: AIR VENT, REFER TOETC.).

EXTERIOR ELEVATIONS FOR DETAILS.

8 8.

T.O.PLATE - (LIVING RM.)

TYP.

A

1'-6"

2'-6" 12'-1"

A

8'-0"

6'-8"

TYP.

TYP. TYP.

5.

4

9'-5"

T.O.PLATE - (LIVING RM.) TRANSOM HEADER

T.O.PARAPET

BLOCK 42 - BLDGS. 97A & 98A - FRONT ELEVATION

MEDIUM SAND FINISH, FIELD COLOR TYP., MINIMUM 7/8" THICK, OVER ALL WINDOW HEADSBUILDING AT FIRSTPAPER. FLOOR PROVIDE ARE 8'-0" (2) A.F.F. UNLESS GRADE 'D' MINIMUM LAYERS OF NOTED OTHERWISE. WINDOWS ADJACENT TO DOORS WITH BUILDING PAPER O/ WOOD SHEATHING RECEIVING EXTALIGN PLASTER. DOOR TRIM. INSTALL PER MANUF. SPECS. ALL HORIZONTAL PLASTER SURFACES 3" OR MORE IN DEPTH WILL FIBER CEMENT LAP SIDING: RECEIVE SELF ADHESIVE FLASHING WEATHERBOARD LAPPED SMOOTH 3" FIBER LAP SIDING, EXPOSURE. BLIND MINIMUM WITHCEMENT BUILDING PAPER ON6"ALL SIDES PRIOR TONAILED THE OVER (2) LAYERS GRADE 'D' MINIMUM BUILDING PAPER O/ 5/8" TYPE APPLICATION OF WIRE LATH AND PLASTER. X DENS GLASS. INSTALL PER MANUF SPECS.

7 7.

6'-8"

8'-2"

TYP.

2

No. C15088 Ren.12/31/19

ELEVATION KEYNOTES

4.

3

5 6.

6

T.O.PARAPET TYP.

1 2.

3.

L E Z , F AI A

SKYDECK UNIT P3-A UNIT P3 PRIVATE GARAGES

SKYDECK - R UNIT P3-G - R UNIT P3-F - R PRIVATE GARAGES

UNIT P4-L - R UNIT P4-K - R UNIT P4-J - R PRIVATE GARAGES

ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF PLYWOOD SHEATHING AT DESCRIPTION UPPER FLOORS OR FINISH SLAB AT FIRST FLOOR. PARAPET: REFER TO TO DETAIL EXTERIOR ELEVATION FOR DETAILS. REFER SHEETS FOR MINIMUM WINDOW, DOOR & WALL VENT MOISTURE BARRIER INSTALLATION REQUIREMENTS. 3-COAT EXTERIOR PLASTER SYSTEM:

ZA

BEYOND SKYDECK UNIT P2-A UNIT P2 PRIVATE GARAGES

UNIT P1-B UNIT P1-A UNIT P1 PRIVATE GARAGES

PROPOSED LOCATION OF BLDG ADDRESS. REFER TO CITY OF SAN JOSE FIRE DEPT PREMISES IDENTIFICATION REQ'S - SHEET A003.

1.

925-786-7560

PHONE NO.

42" WIDE AUTOMATIC HOISTWAY DOOR; FIRE RATING 1-1/2 HOUR FIRE DOOR

23

TYP.

Ryan Flautz rflautz@ktgy.com

Principal: Manny Gonzalez Project Designer: Ryan Flautz

18"X24" GALV. METAL LOUVER VENT AT TRASH ROOM. PAINT TO MATCH ADJACENT WALL COLOR.

TYP.

20150647

Developer

METAL SECTIONAL GARAGE DOOR. A= THROUGH EXT. WALL FACE MULTIPLE EXHAUST REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE. BELOW PLATE HEIGHT LINE. GRILLE - REFER TO UTILITY DOOR. B= THROUGH RIM JOIST ABOVE ELEV. QUANITIES PLATE HEIGHT LINE REFER TO FOR FLOOR PLAN & DOOR SCHEDULE FOR SIZE. (HORIZONTAL AND 20 MIN. RATED SMOKE DOOR AT ELEVATOR VERTICAL)

HEADER - (GRILL)

12555 West Jefferson Blvd.

Suite 100 Los Angeles, CA 90066 ktgy.com FOLDER NO. 17-047231 310.394.2623

KTGY Project No:

EXT. WALL DISCHARGE LEGEND TC670 CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM, ARCADIA SERIES. REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE. SINGLE EXHAUST GRILLE

T.O.PLYWD - (L2) T.O.PLATE

2'-0"

8"

8'-0" 9'-1"

350.21 SFF T.O.SLAB AT LOBBY - (L1)

TYP.

A410

Architecture + Planning

C

6"X6" METAL POST PER STRUCTURAL DRAWINGS. REFER TO DOOR SCHEDULE FOR HEAD JAMB & THRESHOLD DETAILS NOT HEREWITH SHOWN. METAL GUARDRAIL: +42" MIN.EXTERIOR A.F.F. HIGH METAL RAILING INTERMEDIATE FACE INSTALL PLASTER @ 1 HR. W/ BUILDINGS PER CBC 2512 MOUNTED METAL TUBE POST AND HORIZONTAL PICKETS SPACED 3 1/2" O.C. SO THAT WHERE A 4" SPHERE CANNOT PASS THROUGH - REFER PLASTER REGLET SHOWN ON ELEVATIONS WILL MITER @ TO EXTERIOR&ELEVATIONS DETAILS. CORNERS RETURN ONFOR SIDES OF WALLS.

VINYL WINDOW SYSTEM. ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH REFER TO FLOOR PLANWATER & WINDOW SCHEDULE FOR SIZE & STYLE. WILL ALLOW TRAPPED TO DRAIN TO THE EXTERIOR OF THE BUILDING. ENTRY DOOR. REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE. STORMPROOF METAL LOUVERS - PAINT TO MATCH ADJACENT FRENCH DOOR WITHAS TEMPERED GLAZING. WALL COLOR - SIZE INDICATED IN MECHANICAL DRAWINGS REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE.

HEADER TYP.

350.21 SFF T.O.SLAB AT CORRIDOR - (L1) T.O.PLYWD - (L2) T.O.PLATE

CONNECT BUILDING RAIN GUTTER DOWNSPOUTS TO SUB VERTICAL ALL CONTROL JOINT: GRADE DRAINAGE SYSTEM SEEJOINT CIVIL AS PLANS. ALLPER OVERFLOW VERTICAL PLASTER CONTROL SHOWN ELEVATION. DRAINS TO HAVE A PRE-CAST CONCRETE SPLASH BLOCK. COPYRIGHT HORIZONTAL CONTROL JOINT: HORIZONTAL CONTROL JOINT EACH FLOOR LEVELFLASHING TYP. REFER TO DETAIL SHEETS FORAT MINIMUM WALL VENT INSTALLATION (I.E. DRYER VENT, FOUNDATION VENT, COMBUSTION METAL TRELLIS: AIR VENT, REFER TOETC.).

EXTERIOR ELEVATIONS FOR DETAILS.

9'-1"

HEADER

HEADER - (GRILLS)

7'-2"

HEADER - (GRILL)

5.

4

12. ALL DOUBLE TOP PLATE HEIGHT DIMENSIONS ARE FROM TOP OF SCUPPER: INTERIOR FLOORW/ PLYWOOD SHEATHING. 6"X6" SCUPPER 4"X6 OVERFLOW SCUPPER 2" ABOVE DRAIN INLET - REFER TO DETAIL 13. ALL EXTERIOR BUILDING MATERIALS SHALL PRODUCE NO GLARE OR REFLECTIVITY IMPACTS. DOWNSPOUT AT SCUPPER: 4"x4" RECTANGULAR PRE-FINISHED DOWNSPOUT PAINT TO MATCH 14. REFER TO SHEET FORPER FIRECIVIL PARTITION CONSTRUCTION ADJACENT SURFACE. DISCHARGE DRAWINGS DETAILS AND NOTES. ADDRESS NUMBERS: APPROVED ADDRESS SHALL BE PLACED IN A POSITION THAT IS 15. DUCT TERMINATION TO OCCUR MINIMUM 3'-0" FROM WINDOW OR PLAINLY LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE DOOR OPENINGS INTO DWELLING UNIT PER C.M.C. PROPERTY. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC OR ALPHABETICAL LETTERS 4 INCHES HIGH 16. PROVIDE A WEEP SCREED FOR STUCCO MINIMUM AT THE FOUNDATION PLATE WITHAAMINIMUM MINIMUMOF STROKE WIDTH OF 1/2 LINE 4 INCHES ABOVE THEINCH. EARTH OR 2 INCHES

T.O.PLATE

A

A

ALL HORIZONTAL PLASTER SURFACES 3" OR MORE IN DEPTH WILL FIBER CEMENT LAP SIDING: RECEIVE SELF ADHESIVE FLASHING WEATHERBOARD LAPPED SMOOTH 3" FIBER LAP SIDING, EXPOSURE. BLIND MINIMUM WITHCEMENT BUILDING PAPER ON6"ALL SIDES PRIOR TONAILED THE OVER (2) LAYERS GRADE 'D' MINIMUM BUILDING PAPER O/ 5/8" TYPE APPLICATION OF WIRE LATH AND PLASTER. X DENS GLASS. INSTALL PER MANUF SPECS.

9.

BLOCK 44 - BLDGS. 125A & 126A - FRONT ELEVATION

MEDIUM SAND FINISH, FIELD COLOR TYP., MINIMUM 7/8" THICK, OVER ALL WINDOW HEADSBUILDING AT FIRSTPAPER. FLOOR PROVIDE ARE 8'-0" (2) A.F.F. UNLESS GRADE 'D' MINIMUM LAYERS OF NOTED OTHERWISE. WINDOWS ADJACENT TO DOORS WITH BUILDING PAPER O/ WOOD SHEATHING RECEIVING EXTALIGN PLASTER. DOOR TRIM. INSTALL PER MANUF. SPECS.

4.

3

11. METAL CONTROL JOINTS (C.J.) SHALL BE PROVIDED FOR EVERY 120 DECORATIVE METAL GRILL: S.F. OF STUCCO WALL AREA, EQUALLY DIVIDING A WALLAT PLANE, AT W/ PERFORATED METAL MESH UNLESS NOTED OTHERWISE. SIDING STUCCO REFER TO DETAIL -

T.O.PLATE

10'-1"

T.O.PLATE

2

No. C15088 Ren.12/31/19

ELEVATION KEYNOTES

10. ALL EXTERIORAWNING: WALLS ARE SOLID SHEATHED W/ EXTERIOR GRADE DECORATIVE PLYWOOD SAME THICKNESS AS EXTERIOR SHEAR WALLS. REFER 36" DEEP METAL AWNING - REFER TO DETAIL TO STRUCTURAL PLANS FOR SHEAR WALL LOCATIONS.

T.O. PLYWD - (L4)RM.) T.O.PLATE - (LIVING

A

8'-0"10'-1"

8'-0" 8'-0"

10'-1"

A

T.O.PLYWD - (L3)

T.O.PLYWD T.O.PLATE- (L4) HEADER

T.O.PLATE TYP.

12'-1" +/- 51'-0" BUILDING HEIGHT

1'-6"

A

HEADER

HEADER

A

10'-1"

HEADER

A

12'-1"

T.O.PARAPET

A

10'-4" BOTT. OF TRELLIS

T.O.PLATE TYP.

A

6'-8"

HEADER

2'-6"

TRANSOM

A

8'-8"

2'-0"

T.O.PLATE

TRANSOM

1 2.

3.

8 8.

+/- 51'-0" BUILDING HEIGHT

A

T.O.PARAPET

T.O.PLYWD - (L4) RM.) T.O.PLATE - (LIVING

PROPOSED LOCATION OF BLDG ADDRESS. REFER TO CITY OF SAN JOSE FIRE DEPT PREMISES IDENTIFICATION REQ'S - SHEET A003.

ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF PLYWOOD SHEATHING AT DESCRIPTION UPPER FLOORS OR FINISH SLAB AT FIRST FLOOR. PARAPET: REFER TO TO DETAIL EXTERIOR ELEVATION FOR DETAILS. REFER SHEETS FOR MINIMUM WINDOW, DOOR & WALL VENT MOISTURE BARRIER INSTALLATION REQUIREMENTS. 3-COAT EXTERIOR PLASTER SYSTEM:

7 7.

T.O.PLATE - (LIVING RM.)

TYP.

23

1.

5 6.

6

6'-8" 2'-6"

TYP.

T.O.PARAPET

8'-0"

12'-1"

SCALE: 1/8"=1'-0"

T.O.PARAPET

TYP.

TRANSOM

5'-2"

4

It is the clients responsibility prior to or during construction to notify the architect in writing

42" WIDE AUTOMATIC HOISTWAY DOOR; FIRE RATING 1-1/2 HOUR FIRE DOOR

UNIT P4-H UNIT P4-G UNIT P4-F PRIVATE GARAGES

SKYDECK UNIT P3-E UNIT P3-D PRIVATE GARAGES

HEADER

2'-6"

3

EXT. WALL DISCHARGE LEGEND TC670 CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM, ARCADIA SERIES. REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE. SINGLE EXHAUST GRILLE METAL SECTIONAL GARAGE DOOR. A= THROUGH EXT. WALL FACE MULTIPLE EXHAUST REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE. BELOW PLATE HEIGHT LINE. GRILLE - REFER TO B= THROUGH RIM JOIST ABOVE UTILITY DOOR. ELEV. QUANITIES PLATE HEIGHT LINE REFER TO FOR FLOOR PLAN & DOOR SCHEDULE FOR SIZE. (HORIZONTAL AND 20 MIN. RATED SMOKE DOOR AT ELEVATOR VERTICAL)

BLOCK 42 - BUILDING 97A - FRONT ELEVATION

TYP.

T.O.PLATE - (LIVING RM.)

10'-1" 12'-1"

2

REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE. STORMPROOF METAL LOUVERS - PAINT TO MATCH ADJACENT FRENCH DOOR WITHAS TEMPERED GLAZING. WALL COLOR - SIZE INDICATED IN MECHANICAL DRAWINGS REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE.

TYP. TYP.

925-786-7560

1

L E Z , F AI A

UNIT P4-L - R UNIT P4-K - R UNIT P4-J - R PRIVATE GARAGES

+/- 51'-0" BUILDING HEIGHT

KB HOME FOR CITY OF SAN JOSE USE ONLY 5000 EXECUTIVE PARKWAY, SUITE 125

PHONE NO.

18"X24" GALV. METAL LOUVER VENT AT TRASH ROOM. PAINT TO MATCH ADJACENT WALL COLOR.

TYP.

10'-1" 10'-1"

Developer

No. Date CADescription SAN RAMON,

VINYL WINDOW SYSTEM. ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH REFER TO FLOOR PLANWATER & WINDOW SCHEDULE FOR SIZE & STYLE. WILL ALLOW TRAPPED TO DRAIN TO THE EXTERIOR OF THE BUILDING. ENTRY DOOR.

349.46 SFF T.O.SLAB AT LOBBY - (L1)

20150647

Ryan Flautz rflautz@ktgy.com

Principal: Manny Gonzalez Project Designer: Ryan Flautz

ZA

9'-3"

6"

14'-7"

354.57 SFF T.O.SLAB AT CORRIDOR - (L1)

Project Contact: Email:

11. METAL CONTROL JOINTS (C.J.) SHALL BE PROVIDED FOR EVERY 120 DECORATIVE METAL GRILL: S.F. OF STUCCO WALL AREA, EQUALLY DIVIDING A WALLAT PLANE, AT W/ PERFORATED METAL MESH UNLESS NOTED OTHERWISE. SIDING STUCCO REFER TO DETAIL -

HEADER - (GRILL)

12555 West Jefferson Blvd.

Suite 100 Los Angeles, CA 90066 ktgy.com FOLDER NO. 17-047231 310.394.2623

KTGY Project No:

12. ALL DOUBLE TOP PLATE HEIGHT DIMENSIONS ARE FROM TOP OF SCUPPER: INTERIOR FLOORW/ PLYWOOD SHEATHING. 6"X6" SCUPPER 4"X6 OVERFLOW SCUPPER 2" ABOVE DRAIN INLET - REFER TO DETAIL 13. ALL EXTERIOR BUILDING MATERIALS SHALL PRODUCE NO GLARE OR REFLECTIVITY IMPACTS. DOWNSPOUT AT SCUPPER: 4"x4" RECTANGULAR PRE-FINISHED DOWNSPOUT PAINT TO MATCH 14. REFER TO SHEET FORPER FIRECIVIL PARTITION CONSTRUCTION ADJACENT SURFACE. DISCHARGE DRAWINGS DETAILS AND NOTES. ADDRESS NUMBERS: APPROVED ADDRESS BEMINIMUM PLACED IN A POSITION THAT IS 15. DUCT TERMINATION TOSHALL OCCUR 3'-0" FROM WINDOW OR PLAINLY LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE DOOR OPENINGS INTO DWELLING UNIT PER C.M.C. PROPERTY. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC OR ALPHABETICAL 4 INCHES HIGH 16. PROVIDE A WEEP SCREED FORLETTERS STUCCO MINIMUM AT THE FOUNDATION PLATE WITHAAMINIMUM MINIMUMOF STROKE WIDTH OF 1/2 LINE 4 INCHES ABOVE THEINCH. EARTH OR 2 INCHES

T.O.PLYWD - (L2) T.O.PLATE

T.O.PLYWD - (L2) T.O.PLATE

HEADER - (GRILL)

8'-0"7'-2"

A

T.O.PLYWD - (L2) T.O.PLYWD - (L3) T.O.PLATE T.O.PLATE HEADER - (GRILL) HEADER

7'-2"

A

HEADER

10'-1" 12'-1"

8'-0" 8'-0" A

A460

Architecture + Planning

C

6"X6" METAL POST PER STRUCTURAL DRAWINGS. REFER TO DOOR SCHEDULE FOR HEAD JAMB & THRESHOLD DETAILS NOT HEREWITH SHOWN. METAL GUARDRAIL: +42" MIN.EXTERIOR A.F.F. HIGH METAL RAILING INTERMEDIATE FACE INSTALL PLASTER @ 1 HR. W/ BUILDINGS PER CBC 2512 MOUNTED METAL TUBE POST AND HORIZONTAL PICKETS SPACED 3 1/2" O.C. SO THAT WHERE A 4" SPHERE CANNOT PASS THROUGH - REFER PLASTER REGLET SHOWN ON ELEVATIONS WILL MITER @ TO EXTERIOR&ELEVATIONS DETAILS. CORNERS RETURN ONFOR SIDES OF WALLS.

10. ALL EXTERIORAWNING: WALLS ARE SOLID SHEATHED W/ EXTERIOR GRADE DECORATIVE PLYWOOD SAME THICKNESS AS EXTERIOR SHEAR WALLS. REFER 36" DEEP METAL AWNING - REFER TO DETAIL TO STRUCTURAL PLANS FOR SHEAR WALL LOCATIONS.

+/- 51'-0" BUILDING HEIGHT

T.O.PLYWD - (L3) T.O.PLYWD - (L4) T.O.PLATE T.O.PLATE HEADER HEADER 8'-0" 8'-0"

A

11" 3'-1"

A

T.O.PLYWD - (L2) T.O.PLYWD - (L3) T.O.PLATE T.O.PLATE HEADER - (GRILLS)

10'-1" 7'-2"

A

9.

10'-1" 10'-1"

10'-1"

8'-0"

A

T.O.PLYWD (L4) T.O.PLATE - (LIVING -RM.) T.O.PLATE TRANSOM HEADER HEADER

A

CONNECT BUILDING RAIN GUTTER DOWNSPOUTS TO SUB VERTICAL ALL CONTROL JOINT: GRADE DRAINAGE SYSTEM SEEJOINT CIVIL AS PLANS. ALLPER OVERFLOW VERTICAL PLASTER CONTROL SHOWN ELEVATION. DRAINS TO HAVE A PRE-CAST CONCRETE SPLASH BLOCK. COPYRIGHT HORIZONTAL CONTROL JOINT: HORIZONTAL CONTROL JOINT EACH FLOOR LEVELFLASHING TYP. REFER TO DETAIL SHEETS FORAT MINIMUM WALL VENT INSTALLATION (I.E. DRYER VENT, FOUNDATION VENT, COMBUSTION METAL TRELLIS: AIR VENT, REFER TOETC.).

EXTERIOR ELEVATIONS FOR DETAILS.

9'-1" 10'-1"

T.O.PLATE TYP.

A

A

8'-0"

10'-1" 8'-0"

T.O.PLATE HEADER HEADER

1'-6"

5'-2" A

10'-1"

1'-6"

5'-2"

7'-2" T.O.PLATE TYP.

A A

T.O.PLYWD - (L3) T.O.PLYWD - (L4) T.O.PLATE

T.O.PARAPET

BLOCK 44 - BLDGS. 125B & 126B - FRONT ELEVATION

MEDIUM SAND FINISH, FIELD COLOR TYP., MINIMUM 7/8" THICK, OVER ALL WINDOW HEADSBUILDING AT FIRSTPAPER. FLOOR PROVIDE ARE 8'-0" (2) A.F.F. UNLESS GRADE 'D' MINIMUM LAYERS OF NOTED OTHERWISE. WINDOWS ADJACENT TO DOORS WITH BUILDING PAPER O/ WOOD SHEATHING RECEIVING EXTALIGN PLASTER. DOOR TRIM. INSTALL PER MANUF. SPECS.

5.

4

8 8.

+/- 54'-0" BUILDING HEIGHT

HEADER

10'-4" BOTT. OF TRELLIS

2'-6"

5'-2"8'-0"

T.O.PLYWD - (L4) T.O.PLATE - (LIVING RM.) T.O.PLATE TRANSOM HEADER HEADER

8'-0" 12'-1"

A

T.O.PARAPET

ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF PLYWOOD SHEATHING AT DESCRIPTION UPPER FLOORS OR FINISH SLAB AT FIRST FLOOR. PARAPET: REFER TO TO DETAIL EXTERIOR ELEVATION FOR DETAILS. REFER SHEETS FOR MINIMUM WINDOW, DOOR & WALL VENT MOISTURE BARRIER INSTALLATION REQUIREMENTS. 3-COAT EXTERIOR PLASTER SYSTEM:

ALL HORIZONTAL PLASTER SURFACES 3" OR MORE IN DEPTH WILL FIBER CEMENT LAP SIDING: RECEIVE SELF ADHESIVE FLASHING WEATHERBOARD LAPPED SMOOTH 3" FIBER LAP SIDING, EXPOSURE. BLIND MINIMUM WITHCEMENT BUILDING PAPER ON6"ALL SIDES PRIOR TONAILED THE OVER (2) LAYERS GRADE 'D' MINIMUM BUILDING PAPER O/ 5/8" TYPE APPLICATION OF WIRE LATH AND PLASTER. X DENS GLASS. INSTALL PER MANUF SPECS.

7 7.

TRANSOM A

ELEVATION KEYNOTES

4.

3

5 6.

6

T.O.PARAPET

TYP. TYP.

2

9'-6"

TYP.

T.O.PARAPET

1 2.

3.

No. C15088 Ren.12/31/19

PROPOSED LOCATION OF BLDG ADDRESS. REFER TO CITY OF SAN JOSE FIRE DEPT PREMISES IDENTIFICATION REQ'S - SHEET A003.

SAN JOSE, CA

2'-6"

UNIT P4-P UNIT P4-N UNIT P4-M PRIVATE GARAGES

SCALE: 1/8"=1'-0"

T.O.PLATE - (LIVING RM.)

HEADER

2'-6"

12'-1"

12'-1"

BLOCK 44 - BUILDING 126A - FRONT ELEVATION

5'-2"

T.O.PLATE - (LIVING RM.)

10'-1"

10'-1"

9'-1"

13'-8"

6'-6"

UNIT P4-H UNIT P4-G UNIT P4-F PRIVATE GARAGES

SKYDECK UNIT P3-E UNIT P3-D BEYOND PRIVATE GARAGES

TYP.

TRANSOM

+/- 50'-0" BUILDING HEIGHT

GE GON OR

L E Z , F AI A

SKYDECK UNIT P2-E UNIT P2-D PRIVATE GARAGES

T.O.PARAPET

10'-1" 9'-1"

7

ZA

1.

TYP.

UNIT P1-H UNIT P1-G UNIT P1-F PRIVATE GARAGES

UNIT P1-P UNIT P1-N UNIT P1-M PRIVATE GARAGES

8'-0"7'-2"

6

of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

18"X24" GALV. METAL LOUVER VENT AT TRASH ROOM. PAINT TO MATCH ADJACENT WALL COLOR. 23

TYP. TYP.

9'-1"

5

It is the clients responsibility prior to or during construction to notify the architect in writing

42" WIDE AUTOMATIC HOISTWAY DOOR; FIRE RATING 1-1/2 HOUR FIRE DOOR

360.35 SFF T.O.SLAB AT CORRIDOR - (L1)

BEYOND

7'-2"

4

No. C15088 Ren.12/31/19

TYP. TYP.

BEYOND

DELTA 7 - 07/31/19 - FRAME WALK REVISIONS

1'-6" 2'-4"

1'-6"

1'-11"

CORRIDOR - (L1)

364.93 SFF T.O.SLAB AT LOBBY - (L1)

3

EXT. WALL DISCHARGE LEGEND TC670 CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM, ARCADIA SERIES. REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE. SINGLE EXHAUST GRILLE METAL SECTIONAL GARAGE DOOR. A= THROUGH EXT. WALL FACE MULTIPLE EXHAUST REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE. BELOW PLATE HEIGHT LINE. GRILLE - REFER TO B= THROUGH RIM JOIST ABOVE UTILITY DOOR. ELEV. QUANITIES PLATE HEIGHT LINE REFER TO FOR FLOOR PLAN & DOOR SCHEDULE FOR SIZE. (HORIZONTAL AND 20 MIN. RATED SMOKE DOOR AT ELEVATOR VERTICAL)

360.93 SFF

T.O. PLYWD - (L2) T.O.SLAB AT T.O.PLATE HEADER - (GRILLS)

HEADER - (GRILL)

2

SAN JOSE, CA

8'-0" 8'-0"

TYP.

10'-1" 11'-2"

1'-6" TYP.

925-786-7560

1

VINYL WINDOW SYSTEM. ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH REFER TO FLOOR PLANWATER & WINDOW SCHEDULE FOR SIZE & STYLE. WILL ALLOW TRAPPED TO DRAIN TO THE EXTERIOR OF THE BUILDING. ENTRY DOOR. REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE. STORMPROOF METAL LOUVERS - PAINT TO MATCH ADJACENT FRENCH DOOR WITHAS TEMPERED GLAZING. WALL COLOR - SIZE INDICATED IN MECHANICAL DRAWINGS REFER TO FLOOR PLAN & DOOR SCHEDULE FOR SIZE & STYLE.

HEADER

TYP.

3'-10"

8'-0"7'-2"

HEADER - (GRILL)

DELTA 7 - 07/31/19 - FRAME WALK REVISIONS

A

SAN JOSE, CA

A

DELTA 7 - 07/31/19 - FRAME WALK REVISIONS

A

KB HOME FOR CITY OF SAN JOSE USE ONLY 5000 EXECUTIVE PARKWAY, SUITE 125

PHONE NO.

SAN JOSE, CA

A

Developer

No. Date CADescription SAN RAMON,

DELTA 7 - 07/31/19 - FRAME WALK REVISIONS

A

HEADER

HEADER

20150647

Ryan Flautz rflautz@ktgy.com

Principal: Manny Gonzalez Project Designer: Ryan Flautz

SAN JOSE, CA

A

Project Contact: Email:

TYP.

BLOCK 45 - BLDGS. 107B & 108B - FRONT ELEVATION

BEYOND

BLOCK 45 - BUILDING 108B - FRONT ELEVATION

SCALE: 1/8"=1'-0"

1 COPYRIGHT

C

A560

DELTA 7 - 07/31/19 - FRAME WALK REVISIONS

A

KTGY Project No:

DELTA 7 - 07/31/19 - FRAME WALK REVISIONS

5'-2" A

T.O. PLYWD - (L3) T.O.PLATE T.O.PLATE

HEADER

T.O.PLYWD - (L2) T.O.PLATE

8'-0" 12'-1"

8'-0" T.O.PLATE

A

A

8'-0" 10'-1"

A

A

6"X6" METAL POST PER STRUCTURAL DRAWINGS. REFER TO DOOR SCHEDULE FOR HEAD JAMB & THRESHOLD DETAILS NOT HEREWITH SHOWN.

METAL GUARDRAIL: +42" MIN.EXTERIOR A.F.F. HIGH METAL RAILING INTERMEDIATE FACE INSTALL PLASTER @ 1 HR. W/ BUILDINGS PER CBC 2512 MOUNTED METAL TUBE POST AND HORIZONTAL PICKETS SPACED 3 1/2" O.C. SO THAT WHERE A 4" SPHERE CANNOT PASS THROUGH - REFER PLASTER REGLET SHOWN ON ELEVATIONS WILL MITER @ TO EXTERIOR&ELEVATIONS DETAILS. CORNERS RETURN ONFOR SIDES OF WALLS.

12. ALL DOUBLE TOP PLATE HEIGHT DIMENSIONS ARE FROM TOP OF SCUPPER: INTERIOR FLOORW/ PLYWOOD SHEATHING. 6"X6" SCUPPER 4"X6 OVERFLOW SCUPPER 2" ABOVE DRAIN INLET - REFER TO DETAIL 13. ALL EXTERIOR BUILDING MATERIALS SHALL PRODUCE NO GLARE OR REFLECTIVITY IMPACTS. DOWNSPOUT AT SCUPPER: 4"x4" RECTANGULAR PRE-FINISHED DOWNSPOUT PAINT TO MATCH 14. REFER TO SHEET FORPER FIRECIVIL PARTITION CONSTRUCTION ADJACENT SURFACE. DISCHARGE DRAWINGS DETAILS AND NOTES. ADDRESS NUMBERS: APPROVED ADDRESS BEMINIMUM PLACED IN A POSITION THAT IS 15. DUCT TERMINATION TOSHALL OCCUR 3'-0" FROM WINDOW OR PLAINLY LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE DOOR OPENINGS INTO DWELLING UNIT PER C.M.C. PROPERTY. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC OR ALPHABETICAL 4 INCHES HIGH 16. PROVIDE A WEEP SCREED FORLETTERS STUCCO MINIMUM AT THE FOUNDATION PLATE WITHAAMINIMUM MINIMUMOF STROKE WIDTH OF 1/2 LINE 4 INCHES ABOVE THEINCH. EARTH OR 2 INCHES

+/- 54'-0" BUILDING HEIGHT

10'-1"

T.O.PLYWD - (L3)

T.O. PLYWD - (L4) T.O.PLATE

8'-0" 8'-0" T.O.PLATE

8'-2"

2'-6"

HEADER

HEADER

Architecture + Planning

12555 West Jefferson Blvd.

Suite 100 Los Angeles, CA 90066 ktgy.com FOLDER NO. 17-047231 310.394.2623

11. METAL CONTROL JOINTS (C.J.) SHALL BE PROVIDED FOR EVERY 120 DECORATIVE METAL GRILL: S.F. OF STUCCO WALL AREA, EQUALLY DIVIDING A WALLAT PLANE, AT W/ PERFORATED METAL MESH UNLESS NOTED OTHERWISE. SIDING STUCCO REFER TO DETAIL -

TRANSOM

T.O.PLYWD - (L2)

T.O.PLYWD - (L2) T.O.PLYWD T.O.PLATE - (L3) HEADER - (GRILLS)

364.93 SFF T.O.SLAB AT LOBBY - (L1)

5'-2"8'-0"

T.O.PLYWD - (L4) T.O.PLATE

A

10'-1" +/- 53'-0" BUILDING HEIGHT

A

A

9.

13'-1"

3'-10"

A

CONNECT BUILDING RAIN GUTTER DOWNSPOUTS TO SUB VERTICAL ALL CONTROL JOINT: GRADE DRAINAGE SYSTEM SEEJOINT CIVIL AS PLANS. ALLPER OVERFLOW VERTICAL PLASTER CONTROL SHOWN ELEVATION. DRAINS TO HAVE A PRE-CAST CONCRETE SPLASH BLOCK. HORIZONTAL CONTROL JOINT: HORIZONTAL CONTROL JOINT EACH FLOOR LEVELFLASHING TYP. REFER TO DETAIL SHEETS FORAT MINIMUM WALL VENT INSTALLATION (I.E. DRYER VENT, FOUNDATION VENT, COMBUSTION METAL TRELLIS: AIR VENT, REFER TOETC.).

EXTERIOR ELEVATIONS FOR DETAILS.

10. ALL EXTERIORAWNING: WALLS ARE SOLID SHEATHED W/ EXTERIOR GRADE DECORATIVE PLYWOOD SAME THICKNESS AS EXTERIOR SHEAR WALLS. REFER 36" DEEP METAL AWNING - REFER TO DETAIL TO STRUCTURAL PLANS FOR SHEAR WALL LOCATIONS.

T.O.PLATE - (LIVING RM.)

A T.O.PLATE TYP.

A

10'-4" BOTT. OF TRELLIS

1'-0"

HEADER

10'-1" 10'-1"

A

10'-1"

2'-6" 10'-1" 12'-1"

8'-0" 8'-0"

+/- 53'-0" BUILDING HEIGHT

T.O.PLYWD - (L3)

T.O.PLYWD - (L4) T.O.PLATE T.O.PLATE

HEADER +/- 54'-0" BUILDING HEIGHT

T.O.PLATE TYP.

A

T.O.PARAPET

1'-6" 7'-2"

1'-6"

2'-6" 12'-1"

8'-0"

5'-2"

T.O.PLATE

9'-1" 10'-1"

HEADER

T.O.PLYWD --(L4) T.O.PLATE (LIVING RM.) HEADER

ALL HORIZONTAL PLASTER SURFACES 3" OR MORE IN DEPTH WILL FIBER CEMENT LAP SIDING: RECEIVE SELF ADHESIVE FLASHING WEATHERBOARD LAPPED SMOOTH 3" FIBER LAP SIDING, EXPOSURE. BLIND MINIMUM WITHCEMENT BUILDING PAPER ON6"ALL SIDES PRIOR TONAILED THE OVER (2) LAYERS GRADE 'D' MINIMUM BUILDING PAPER O/ 5/8" TYPE APPLICATION OF WIRE LATH AND PLASTER. X DENS GLASS. INSTALL PER MANUF SPECS.

8 8.

TRANSOM

T.O.PARAPET

HEADER

4.

3

7 7.

T.O.PLATE - (LIVING RM.)

A

ELEVATION KEYNOTES

MEDIUM SAND FINISH, FIELD COLOR TYP., MINIMUM 7/8" THICK, OVER ALL WINDOW HEADSBUILDING AT FIRSTPAPER. FLOOR PROVIDE ARE 8'-0" (2) A.F.F. UNLESS GRADE 'D' MINIMUM LAYERS OF NOTED OTHERWISE. WINDOWS ADJACENT TO DOORS WITH BUILDING PAPER O/ WOOD SHEATHING RECEIVING EXTALIGN PLASTER. DOOR TRIM. INSTALL PER MANUF. SPECS.

5.

4

T.O.PARAPET

TYP. A

T.O.PARAPET

2 3.

5 6.

6

HDR & JAMB

SIM.

TYP. TYP.

HEADER

TRANSOM

+/- 50'-0" BUILDING HEIGHT

2

UNIT P1-T - R UNIT P1-S - R UNIT P1-Q - R PRIVATE GARAGES

SKYDECK - R UNIT P2-L - R UNIT P2-K - R PRIVATE GARAGES

5'-2"

T.O.PLATE - (LIVING RM.) TRANSOM

+/- 53'-0" 9'-1"BUILDING HEIGHT10'-1"

SCALE: 1/8"=1'-0"

ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF PLYWOOD SHEATHING AT DESCRIPTION UPPER FLOORS OR FINISH SLAB AT FIRST FLOOR. PARAPET: REFER TO TO DETAIL EXTERIOR ELEVATION FOR DETAILS. REFER SHEETS FOR MINIMUM WINDOW, DOOR & WALL VENT MOISTURE BARRIER INSTALLATION REQUIREMENTS. 3-COAT EXTERIOR PLASTER SYSTEM:

1 2.

COMMUNICATIONS HILL PHASE 2 - 10-PLEX BLDGS BLOCKS 41, 42, 44 & 45

SIM.

TYP.

BLOCK 44 - BUILDING 125B - FRONT ELEVATION

PROPOSED LOCATION OF BLDG ADDRESS. REFER TO CITY OF SAN JOSE FIRE DEPT PREMISES IDENTIFICATION REQ'S - SHEET A003.

1.

COMMUNICATIONS HILL PHASE 2 - 10-PLEX BLDGS BLOCKS 41, 42, 44 & 45

TYP.

T.O.PARAPET

SKYDECK - R UNIT P3-L - R UNIT P3-K - R PRIVATE GARAGES

UNIT P4-P UNIT P4-N UNIT P4-M PRIVATE GARAGES

COMMUNICATIONS HILL PHASE 2 - 10-PLEX BLDGS BLOCKS 41, 42, 44 & 45

UNIT P4-T - R UNIT P4-S - R UNIT P4-Q - R PRIVATE GARAGES

SKYDECK UNIT P3-J UNIT P3-H PRIVATE GARAGES

COMMUNICATIONS HILL PHASE 2 - 10-PLEX BLDGS BLOCKS 41, 42, 44 & 45

SKYDECK UNIT P2-J UNIT P2-H PRIVATE GARAGES

COMMUNICATIONS HILL PHASE 2 - 10-PLEX BLDGS BLOCKS 41, 42, 44 & 45

UNIT P1-P UNIT P1-N UNIT P1-M PRIVATE GARAGES

SAN JOSE, CA

COMMUNICATIO PHASE 2 - 10-PLE BLOCKS 41, 42

42" WIDE AUTOMATIC HOISTWAY DOOR; FIRE RATING 1-1/2 HOUR FIRE DOOR 18"X24" GALV. METAL LOUVER VENT AT TRASH ROOM. PAINT TO MATCH ADJACENT WALL COLOR. 23

Rendering [credit.model.only] Front Elevations [6 of 8 Styles]

Hotel + Spa Granada

THE HISTORIC GRANADA THEATER

2015 - 2016, Morgan Hill, Santa Clara (California)

Client | Léal Vineyards Inc. Team | Alexander Catalá Project Data | Hospitality [ ~ 55 du/ac ] | 60 Hotel Keys o/ 38,000 SF Retail + B.Hall + Restaurant | [2 Levels] Type IV-A Keys o/ [2 Levels] Type I-A Assembly Program [Phase] | Sketchup [SD], AutoCAD ‘16 [SD], Artlantis [Interiors] UTILITY/SERVICE AREA

24-HR VALET SERVICE

GRANADA HOTEL - MIXED-USE

SITE AERIAL VIEW MORGAN HILL, CA

Leal Vineyards, Inc. 300 Marantha Drive Hollister, CA 95023 831.636.1023 lealvineyards.com

KTGY Group, Inc. Architecture+Planning 12555 West Jefferson Blvd., Suite 100 Los Angeles, CA 90066 310.394.2623 ktgy.com

12.10.2015

KTGY # 20150688

Spa & Fitness 1,890 sf

Catering / Set-up Kitchen

STORAGE

Banquet Hall #1 2,742 S.F.

POOL

Banquet Hall #2 5,391 S.F. 1.

FOR POOL AREA LANDSCAPE DRA LANDSCAPE INFO

SCALE : 3/32"

GRANADA HOTEL - MIXED-USE

SECOND FLOOR PLAN

155'-4"

MORGAN HILL, CA

Leal Vineyards, Inc. 300 Marantha Drive Hollister, CA 95023 831.636.1023 lealvineyards.com

KTGY Group, Inc. Architecture+Planning 12555 West Jefferson Blvd., Suite 100 Los Angeles, CA 90066 310.394.2623 ktgy.com

12.10.2015

KTGY # 20150688

SMALL CONFERENCE ROOM

LUGGAGE STO.

HOTEL LOBBY KITCHEN OFFICE

81'-10 3/4"

WINE BAR RESTAURANT

162'-10"

162'-10"

PASEO / COURTYARD

55'-1 1/4"

22'-11"

BAR / PATIO

77'-3"

MARKET

69'-9"

69'-9"

35'-0"

FLOWER SHOP

OUTDOOR PATIO

1.

SEE LANDSCAPE ADDITIONAL LAN

SCALE : 3/32" 155'-4"

GRANADA HOTEL - MIXED-USE Leal Vineyards, Inc. 300 Marantha Drive Hollister, CA 95023 831.636.1023

FIRST FLOOR PLAN MORGAN HILL, CA KTGY # 20150688

03.04.2016

KTGY Group, Inc. Architecture+Planning 12555 West Jefferson Blvd.,

| Inspired by the Alcácer do Sal Residences [Aires Mateus] and Porter House [SHoP Architects], the Granada Hotel’s lead designer, Alexander Catalá, together with the client & founder of Leal Vineyards, envisioned this boutique hotel to host destination weddings along the main street of Morgan Hill. | The two grounded levels of red-brown brick, taken from the city’s material pallette, contain retail shops, common program elements and the wedding banquet hall. The upper two levels of alternating hotel keys culminate at the corner suite for the newlyweds, partially lit behind the transparent panels of Porcelanosa Krion. | Following approval from the city’s planning department and at the client’s request, the project team designed and rendered the interiors of the standard, deluxe and newlywed suites. | Shortly thereafter, an unrelated client and community member who appreciated the project’s modern take on Morgan Hill’s vernacular contacted us to request a second commission across main street in downtown. It is currently in construction.

WOOD HORIZONTA Site Context Overview VERS, STAINED Building Floor Plans Elevation [Main St.] + Materials

155'-4"

155'-4" 52'-10"

7'-2"

14'-0" 162'-7" 21'-3"

FOR ROOF DECK LANDSCAPE SHEET L2.1 143'-6"

143'-6"

21'-3"

FOR ROOF DECK LANDSCAPE SHEET L2.1

162'-7"

25'-5"

OUTDOOR LOUNGE

162'-7"

162'-7"

OUTDOOR LOUNGE

21'-4"

21'-4"

14'-0"

17'-9 3/4"

85'-7"

17'-9 3/4"

1'-3"

7'-2"

25'-5"

52'-10"

17'-9 3/4"

85'-7"

17'-9 3/4"

1'-3"

61'-6"

OPEN TO POOL DECK BELOW

61'-6"

OPEN TO POOL DECK BELOW

1.

FOR OUTDOOR LOUNGE AND ROOF GARDEN INFORMATION. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL LANDSCAPE INFORMATION

1.

1'-3"

1'-3"

1'-3"

1'-3"

ALUMINUM ALUMINUM ALUMINUM ALUMINUM WOOD HORIZONTA E NIAR NOIRK KRION RAIN KRION EXTERIOR RAIN KRION CEMENT RAIN KRION EXTERIOR PLASTER/ RAIN EXTERIOR CEMENT RECLAIMED EXTERIOR CEMENT PLASTER/ CEMENT WOOD PLASTER/ RECLAIMED PLASTER/ RECLAIMED FRAMELESS FSC WOOD RECLAIMED WOOD GLASS FRAMELESS WOODFRAMELESS REDWOOD GLASS FRAMELESS GLASS GLASS ADHERED BRICKADHERED ADHERED BRICKADHERED BRICK BRICK HORIZONTAL FSC REDWOOD HORIZONTAL FSC REDWOOD FSC REDWOOD FSC HORIZONTAL REDWOOD HORIZONTAL LAHORIZONTAL TNOZIRLAOTHNODZOIRLOAOWTHNDOEDZROIROCOW SHFDEDROOCS STOREFRONT STOREFRONT STOREFRONT VENEER STOREFRONTVENEERVENEER VENEER VERS, NEERCS SCREEN SCREEN SCREEN LOOK TILE GUARDRAIL STAINED TILE LOOK TILE LOOK SYSTEM GUARDRAIL TILE GUARDRAIL SYSTEM LOUVERS, GUARDRAIL SYSTEM SYSTEM STAINED LOUVERS, STAINED LOUVERS,LOUVERS, STAINED LOUVERS, STAINEDSTAINED DENIATSD,ESNREIAVTUSOD,LESNREIAVTUSOL,SRE SMOOTHSCREEN TROWEL SMOOTH FINISHSMOOTH TROWEL SMOOTH TROWEL FINISH TROWEL FINISH LOOK FINISH SCALE : 3/32" = 1'-0"

SCA

HORIZONT ALUMINUM KRION RAIN EXTERIOR CEMENT PLASTER/ RECLAIMED WOOD FRAMELESS GLASS ADHERED BRICK FSC REDWOOD HORIZONTAL STAINED VENEER SCREEN TILE PLAN GUARDRAIL LOUVERS,FLOOR STAINEDPLAN SMOOTH TROWEL FINISH THIRDLOOK MIXED-USE FLOOR GRANADA HOTELSYSTEM - MIXED-USESTOREFRONT THIRD 154'-1"

Vineyards, Inc. Marantha Drive ter, CA 95023 36.1023 neyards.com

KRION RAIN SCREEN

154'-1"

MORGAN HILL, CA

EXTERIOR CEMENT PLASTER/ RECLAIMED WOOD LOOK TILE SMOOTH TROWEL FINISH KTGY # 20150688

12.10.2015

FSC

Leal Vineyards, KTGY Group, Inc. Inc. 300 Marantha Drive Architecture+Planning Hollister, CA 95023 12555 West Jefferson Blvd., 831.636.1023 Suite 100 lealvineyards.com Los Angeles, CA 90066

FRAMELESS GLASS GUARDRAIL SYSTEM

310.394.2623

ALUMINUM STOREFRONT

A2.3

ADHERED BRICK VENEER

REDWOOD ktgy.com LOUVERS,

MORGAN HILL, CA

FSC REDWOOD HORIZONTAL LOUVERS, STAINED KTGY # 20150688

12.10.2015

HORIZONTAL STAINED

SIGNAGE LIGHT GLASS & SIGNAGE METAL GLASS &GLASS METALLIGHT &GLASS METAL& METALLIGHT LIGHT SIGNAGELIGHT SIGNAGESIGNAGESIGNAGE CANOPY CANOPYCANOPY CANOPY SIGNAGE

IGHT

KTGY Group, Inc. Architecture+Planning 12555 West Jefferson Blvd., Suite 100 Los Angeles, CA 90066 310.394.2623 ktgy.com

EGANGISEGANGISEGANGIS

Std | Dlx | Nwed Interior Renderings Renderings [credit.model.only]

+ 409.0' CODE REQUIRED STAIR TO ROOF TOP OF PARAPET

1'-0" 10'-0" 1'-0"

55'-0"

16'-0"

SECOND LEVEL

16'-0"

1'-0"

12'-0"

THIRD LEVEL

SECOND LEVEL

1'-0"

1'-0"

THIRD LEVEL

12'-0"

55'-0"

10'-0"

FOURTH LEVEL

1'-0"

FOURTH LEVEL

10'-0"

1'-0"

10'-0"

1'-0"

TOP OF PARAPET

GROUND LEVEL + 348.0' AVG. GRADE PLANE

GROUND LEVEL

SOUTH ELEVATION

+ 409.0' CODE REQUIRED STAIR TO ROOF TOP OF PARAPET

1'-0" 10'-0" 1'-0"

55'-0"

14'-0"

SECOND LEVEL

16'-0"

1'-0"

12'-0"

THIRD LEVEL

SECOND LEVEL

1'-0"

1'-0"

THIRD LEVEL

12'-0"

55'-0"

10'-0"

FOURTH LEVEL

1'-0"

FOURTH LEVEL

10'-0"

1'-0"

10'-0"

1'-0"

TOP OF PARAPET

GROUND LEVEL + 348.0' AVG. GRADE PLANE

GROUND LEVEL

EAST ELEVATION

NADA HOTEL - MIXED-USE Leal Vineyards, Inc. 300 Marantha Drive Hollister, CA 95023 831.636.1023 lealvineyards.com

SOUTH & EAST ELEVATIONS MORGAN HILL, CA KTGY # 20150688

12.10.2015

KTGY Group, Inc. Architecture+Planning 12555 West Jefferson Blvd., Suite 100 Los Angeles, CA 90066 310.394.2623 ktgy.com

A3.0

Rendering [credit.model.only] Std | Dlx | Nwed Interior Renderings

Miscellaneous Projects 2012 - Present, Los Angeles (California)

Firms | KTGY Architecture + Planning (Los Angeles) | Peter Tolkin Architecture

Y

| 3 Stool Samples was an exercise in designing the means to mass produce 3 unique hand-made objects with Maya modeling software and abrasive waterjet-cut metal formwork. | Office Field Trips to the Stahl House, Hollyhock House and newly constructed Broad Museum were organized to allow my colleagues to gather on weekends & bond around their common love for architecture. | When the client for 2nd & Monterey offered KTGY its second project in Downtown Morgan Hill, he requested that the original Hotel +Spa Granada project team design his restaurant / art gallery across the street in a similar style. | 1st St. Alviso’s blocks required substantial elevation change and landscaped borders due to a high 100-year floodplain, creating plinths for the retail and hospitality buildings. | As part of a request for proposal, the impromtu La Brea RFP team tasked me with diagramming the design concept. | Although the developer took every opportunity to VE its construction, I remain proud of Glendale P.IIs simple concept.

3 Stool Samples | Production Formwork Glendale Phase II | Sketch Team Building | Office Field Trip Organization 2nd & Monterey | Site Overview & Renderings [credit.model.only]

SITE AERIAL VIEW MORGAN HILL, CA KTGY # 20160277 Jurisdiction: Morgan Hill, CA

09.13.2016

KTGY Group, Inc. Architecture+Planning 12555 West Jefferson Blvd., Suite 100 Los Angeles, CA 90066 310.394.2623 ktgy.com

A1.2

1st St. Alviso | Renderings

LUX Airport Concept | Renderings [credit.model.only] La Brea RFP | Massing Concept Diagrams