ktgy intern architect journal

Summer Internship | 2015 | John Schroeder

Day 1 Introduction Orientation Day

On June 8, 2015, my first week as a KTGY architectural intern began with an orientation to the Oakland

office, meeting the staff, the High Density Team, and my supervisor, Zac Miles, as wells as principals, Michael Gould, Jill Williams, Bill Ramsey, and Jason Ambrose of the Oakland High Density, Low Density, Las Vegas, and Center for Planning and Urban Design teams.

The orientation included a review of the KTGY Employee Handbook, procedures, policies, and benefits with an introduction to the firm’s origins, its founders, and its mission. My team graciously offered to get acquainted informally during lunch in Oakland’s nearby Jack London Square, a former industrial area re-emerging as a mixed-use office, residential, light-industrial, and entertainment district.

Lennar Multifamily CommunitiesLennar Homes

KTGY Group, Inc.

450 Montague, Milpitas, CA

Project Summary

• Project to be developed and constructed by Lennar Homes and Lennar Multifamily

o Lennar is a publicly traded real estate development company (NYSE: LEN)

o Lennar is actively developing multiple projects across the South Bay & greater Bay Area

• Approx. 10 acre site

• 351 Apartment Homes

• 138 Stacked Flat For Sale Condominium Homes

• If approved, construction would commence in early 2016

• Project offers $1.5 million in public benefits

East Capitol Avenue

Mon

tagu

e Ex

pres

sway

Milp

itas

Boul

evar

d Ex

tens

ion

Street A

Stre

et B

450 Montague, Milpitas, CA

Weeks 1 - 2“450 Montague” Multi-Family Residential Development

(Construction Documents)

M y first project assisted the construction document phase for the “450 Montague” multi-family

housing development in Milipitas, California (south of the East Bay Area). The Montague project contained 489 total units (351 podium units; 138 stacked flat units) on a 10-acre site ranging from 1 to 3 bedrooms.

My specific tasks were to take inventory of all kitchens and baths, and develop the corresponding interior elevations for all dwelling units. Because the project consisted of over 10 different unit types each with different bathroom and kitchen configurations, the construction documents needed to reflect all unique interior elevations to represent the proper

SYMBOL & WALL LEGEND

SHEET NOTES

KEYNOTES

2X4 STUD WALL

2X6 STUD WALL / STAGGERED 2X4 STUD WALL,SEE WALL ASSEMBLY TAG

2X8 STUD WALL

INDICATES REGION THAT IS IDENTICAL TO BASEUNIT PLAN. SEE BASE UNIT FOR DIMENSIONS ANDADDIDTIONAL INFORMATION

CARPET

VINYL

FLOORING MATERIAL TRANSITION, SEE

30" X 48" REQUIRED CLEAR FLOOR SPACE

5'-0" DIAMETER REQUIRED CLEAR FLOOR SPACE

C

V

C V

30

WORK POINT ONE SIDE OF WHICH VARIATIONS OCCURAMONG TYPES OF SIMILAR UNITS, ON THE OTHERTHE UNIT TYPES ARE IDENTIAL, SEE BASE UNIT TYPEFOR DIMENSIONS AND ADDITIONAL INFORMATION

1. FOR AWNINGS, TRELLIS AND RAIL SYSTEMS, REFER TO ELEVATIONS.

2. SEE SHEET A500 FOR ALL DWELLING UNIT ACCESSIBILITY REQUIREMENTS.

3. SEE STRUCTURAL DRAWINGS FOR ALL FRAMING REQUIREMENTS.

4. SEE INTERIOR DESIGN (ID) DRAWINGS FOR FINISH SCHEDULE.

5. REFER TO SHEET AD53 FOR TYP. INTERIOR DOOR DETAILS.

6. REFER TO SHEET AD54, AD55 & AD56 FOR TYP WINDOW DETAILS. SEE WALLSECTIONS FOR RECESSED WINDOW CONDITIONS.

7. FIBERGLASS TUB & SHOWER W/ TILE WALLS AND WITH SURROUND TO AHEIGHT OF 72" ABOVE THE DRAIN INLET. SEE DETAIL 1/AD71.

8. REFER TO AD43 FOR TYPICAL DECK AND GUARDRAIL DETAILS.

9. PROVIDE DRAIN PAN AT WASHING MACHINE/DRYER STACK.

10. ALL APPLIANCES TO BE "ENERGY STAR."

BEDROOM

LIVING ROOM

KITCHEN

CLOSET

BATH

COAT

LAUNDRY

DECK

32' -

0"

24' - 0"

14' -

8 1

/2"

D

C

J

C

C

CL

A

2.2.01

2.2.01

2.2.02

2.2.032.2.04

2.2.09

2.2.16

2.2.15

2.2.12

2.2.05

3' - 8" 3' - 7 1/2" 5' - 0" 4' - 1 1/2" 5' - 1 3/4"

1' -

9 1/

2"1'

- 8"

7' -

7"3'

- 8"

12' -

5 1

/2"

1' -

0"3'

- 9

1/2"

2' -

3 1/

2"3'

- 11

1/2

"

12' - 3 1/2"

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

EQ EQ

5' - 11 1/4"

11' - 5"

3' - 8"

11 1

/2"

15' -

3"

15' -

9 1

/2"

32' -

0"

2.2.18

A-601 4

Sim

.

1 Sim.

2

Sim

.

3 Sim.

1' -

3"8

1/2"

7' -

1 1/

2"12

' - 5

1/2

"

8 1/2" 8' - 11" 2' - 9" 6"

2"

6' - 5 1/2"

1' - 3"

1' -

0"3' - 6"6"

10"

5' - 2 1/2"

7' - 0 1/2"

5' -

11 1

/2"

12' -

5 1

/2"

5' - 6"

2' - 10 1/4"

7' - 0 1/4"

1' -

9"5'

- 5

1/2"

13' -

4"

11 1

/2"

1' -

0 1/

2"17

' - 3

1/2

"

5 1/2" 2' - 3 1/2" 9 3/4"

5' - 7 3/4"

5' -

3"12

' - 5

1/2

"

5' - 7 3/4"

2' - 9 1/4"

6' - 11 1/4"

5"

5' -

11 1

/2"

13' -

4"

2' - 10 1/4"

7' - 0 1/4"

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

5' -

11 1

/2"

13' -

4"

2' -

11 1

/2"

8' -

0"6'

- 4"

2' - 10 1/4"

7' - 0 1/4"

11' - 7 3/8" 1' - 3 1/2"

5' - 7 3/4"

2' -

0"

1' -

9"5'

- 5

1/2"

13' -

4"

2' -

11 1

/2"

8' -

0"6'

- 4"

2' - 10 1/4"

7' - 0 1/4"

7 1/4"

1' -

3"2'

- 0"

3' - 0" 6 3/4"

1' - 3 1/2"

4' -

10"

12' -

5 1

/2"

5' - 2 1/2"

6' - 5 1/2"

24' - 0"

32' -

0"

A-605 27

A-60128

5

KITCHEN

LIVING ROOMBEDROOM

WICCLOSET

BATH

COAT

LAUNDRY

C

CJ

C

C

C

CL

A

2.2.012.2.01

2.2.02

2.2.032.2.04

2.2.01

2.2.09

2.2.18

2.2.052.2.16

2.2.15

2.2.12

5 1/

2"1'

- 5"

1' -

7"7'

- 3

1/2"

3 1/

2"7'

- 9"

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

1' -

2"3'

- 7

1/2"

2' -

3 1/

2"3'

- 11

1/2

"7'

- 9"

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

7' - 8 1/4" 3' - 8 3/4" 6' - 0 3/4"

3' - 8"

3' -

8 3/

4"3'

- 8

3/4"

2.2.08

2.2.08

A-6014

Sim

.

2

Sim

.

3 Sim.

1' -

0"2'

- 0"

1' - 2 1/2"

6" 3' - 0"

7' - 0 1/2"

5 1/

2"

7' - 8 1/4" 4' - 6 3/4"

5' - 6 1/2" 7' - 0 1/2"

IT IS THE CLIENT'S RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TONOTIFY THE ARCHITECT IN WRITING OF ANY PERCEIVED ERRORS OR OMISSIONSIN THE PLANS AND SPECIFICATIONS OF WHICH A CONTRACTOR THOROUGHLYKNOWLEDGABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTIONSHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS ADDRESSES SUCHPERCIEVED ERRORS OR OMISSIONS SHALL BE RECIEVED FROM THEA RCHITECTPRIOR TO THE CLIENT OR CLIENTS SUBCONTRACTORS PROCEEDING WITH THEWORK. THE CLIENT WILL BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTIONIF THESE PROCEDURES ARE NOT FOLLOWED.

KTGY Group INC.580 Second Street, Suite 200Oakland, California 94607ktgy.com510 272 2910KTGY Project No:Project Contact:

Developer

COPYRIGHT ©

Email:

Principal:Project Designer:

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Lennar100 Pine Street, Ste. 2260San Francisco, CA 94111

UNIT PLANS -TYPE B

450

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Zac Miles

[email protected]

Michael Gould

Eri Kawai

20130551

1/4" = 1'-0" 1UNIT B1, B1.0.1 & B1.0.2 SIM.

1/4" = 1'-0" 2UNIT B1.1

1/4" = 1'-0" 3UNIT B1.2

1/4" = 1'-0" 4UNIT B1.3

Revision Schedule

ID Date Description

1/4" = 1'-0" 12B1.4

1/4" = 1'-0" 13B1.5

1/4" = 1'-0" 14B1.6

1/4" = 1'-0" 15B1.7

1/4" = 1'-0" 16B1.8

1/4" = 1'-0" 5UNIT B2

1/4" = 1'-0" 6UNIT B2.1

1/4" = 1'-0" 7UNIT B2.2

1/4" = 1'-0" 8UNIT B2.3

2.2.01 SINGLE WIRESHELF ANDPOLE

2.2.02 RECESSEDELECTRICALSUB-PANEL -REFER TOELECTRICALDWGS.

2.2.03 FRONT-LOADING STACKEDWASHER &DRYER.PROVIDEMAKE-UP AIR.

2.2.04 LINENCABINET - 3FIXEDSHELVES

2.2.05 DRYER VENTPER C.M.C.504.3.2-4"DIAMETEROCCURS ATRUNS NOTEXCEEDING14'-0" ORHAVING MORETHAN (2) 90DEGREEELBOWS -WALLPENETRATIONS PER C.B.C.709.7. 5"DIAMETERVENT WILLOCCUR @RUNS INEXCESS OFTHE ABOVEREQUIREMENTS. INSTALLTERMINATIONCAP.

2.2.08 DOUBLE WIRESHELF & POLE

2.2.09 EMERGENCYESCAPE ANDRESCUEREQUIRED ATALL SLEEPINGROOMSBELOW THEFOURTHSTORY PERCBC SEC.1029.OPENINGSHALL HAVE ANET CLEAROPENING OF5.7 S.F. WITH AMINIMUM NETCLEAROPENINGHEIGHT OF 24"AND AMINIMUM NETCLEAROPENINGWIDTH OF 20"& 44"MAXIMUM SILLHT.

2.2.12 PROVIDEBLOCKINGFORWALL-MOUNTED TV. VERIFYLOCATIONWITH OWNER.

2.2.15 SPECIFIEDRECESSEDMEDICINECABINET, SEEACCESSIBILITY SHEETS FORHEIGHTREQUIREMENTS

2.2.16 SPECIFIEDMIRROR, SEEACCESSIBILITY SHEETS,INSTALL INSTRICTACCORDANCEWITH MFCTR'SINSTALLATIONINSTRUCTIONS

2.2.18 STANDALONEFULL-HEIGHTPANTRYCASEWORK

SYMBOL & WALL LEGEND

SHEET NOTES

KEYNOTES

2X4 STUD WALL

2X6 STUD WALL / STAGGERED 2X4 STUD WALL,SEE WALL ASSEMBLY TAG

2X8 STUD WALL

INDICATES REGION THAT IS IDENTICAL TO BASEUNIT PLAN. SEE BASE UNIT FOR DIMENSIONS ANDADDIDTIONAL INFORMATION

CARPET

VINYL

FLOORING MATERIAL TRANSITION, SEE

30" X 48" REQUIRED CLEAR FLOOR SPACE

5'-0" DIAMETER REQUIRED CLEAR FLOOR SPACE

C

V

C V

30

WORK POINT ONE SIDE OF WHICH VARIATIONS OCCURAMONG TYPES OF SIMILAR UNITS, ON THE OTHERTHE UNIT TYPES ARE IDENTIAL, SEE BASE UNIT TYPEFOR DIMENSIONS AND ADDITIONAL INFORMATION

1. FOR AWNINGS, TRELLIS AND RAIL SYSTEMS, REFER TO ELEVATIONS.

2. SEE SHEET A500 FOR ALL DWELLING UNIT ACCESSIBILITY REQUIREMENTS.

3. SEE STRUCTURAL DRAWINGS FOR ALL FRAMING REQUIREMENTS.

4. SEE INTERIOR DESIGN (ID) DRAWINGS FOR FINISH SCHEDULE.

5. REFER TO SHEET AD53 FOR TYP. INTERIOR DOOR DETAILS.

6. REFER TO SHEET AD54, AD55 & AD56 FOR TYP WINDOW DETAILS. SEE WALLSECTIONS FOR RECESSED WINDOW CONDITIONS.

7. FIBERGLASS TUB & SHOWER W/ TILE WALLS AND WITH SURROUND TO AHEIGHT OF 72" ABOVE THE DRAIN INLET. SEE DETAIL 1/AD71.

8. REFER TO AD43 FOR TYPICAL DECK AND GUARDRAIL DETAILS.

9. PROVIDE DRAIN PAN AT WASHING MACHINE/DRYER STACK.

10. ALL APPLIANCES TO BE "ENERGY STAR."

BEDROOM

LIVING ROOM

KITCHEN

CLOSET

BATH

COAT

LAUNDRY

DECK

32' -

0"

24' - 0"

14' -

8 1

/2"

D

C

J

C

C

CL

A

2.2.01

2.2.01

2.2.02

2.2.032.2.04

2.2.09

2.2.16

2.2.15

2.2.12

2.2.05

3' - 8" 3' - 7 1/2" 5' - 0" 4' - 1 1/2" 5' - 1 3/4"

1' -

9 1/

2"1'

- 8"

7' -

7"3'

- 8"

12' -

5 1

/2"

1' -

0"3'

- 9

1/2"

2' -

3 1/

2"3'

- 11

1/2

"

12' - 3 1/2"

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

EQ EQ

5' - 11 1/4"

11' - 5"

3' - 8"

11 1

/2"

15' -

3"

15' -

9 1

/2"

32' -

0"

2.2.18

A-601 4

Sim

.

1 Sim.

2

Sim

.

3 Sim.

1' -

3"8

1/2"

7' -

1 1/

2"12

' - 5

1/2

"

8 1/2" 8' - 11" 2' - 9" 6"

2"

6' - 5 1/2"

1' - 3"

1' -

0"3' - 6"6"

10"

5' - 2 1/2"

7' - 0 1/2"

5' -

11 1

/2"

12' -

5 1

/2"

5' - 6"

2' - 10 1/4"

7' - 0 1/4"

1' -

9"5'

- 5

1/2"

13' -

4"

11 1

/2"

1' -

0 1/

2"17

' - 3

1/2

"

5 1/2" 2' - 3 1/2" 9 3/4"

5' - 7 3/4"

5' -

3"12

' - 5

1/2

"

5' - 7 3/4"

2' - 9 1/4"

6' - 11 1/4"

5"

5' -

11 1

/2"

13' -

4"

2' - 10 1/4"

7' - 0 1/4"

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

5' -

11 1

/2"

13' -

4"

2' -

11 1

/2"

8' -

0"6'

- 4"

2' - 10 1/4"

7' - 0 1/4"

11' - 7 3/8" 1' - 3 1/2"

5' - 7 3/4"

2' -

0"

1' -

9"5'

- 5

1/2"

13' -

4"

2' -

11 1

/2"

8' -

0"6'

- 4"

2' - 10 1/4"

7' - 0 1/4"

7 1/4"

1' -

3"2'

- 0"

3' - 0" 6 3/4"

1' - 3 1/2"

4' -

10"

12' -

5 1

/2"

5' - 2 1/2"

6' - 5 1/2"

24' - 0"

32' -

0"

A-605 27

A-60128

5

KITCHEN

LIVING ROOMBEDROOM

WICCLOSET

BATH

COAT

LAUNDRY

C

CJ

C

C

C

CL

A

2.2.012.2.01

2.2.02

2.2.032.2.04

2.2.01

2.2.09

2.2.18

2.2.052.2.16

2.2.15

2.2.12

5 1/

2"1'

- 5"

1' -

7"7'

- 3

1/2"

3 1/

2"7'

- 9"

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

1' -

2"3'

- 7

1/2"

2' -

3 1/

2"3'

- 11

1/2

"7'

- 9"

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

7' - 8 1/4" 3' - 8 3/4" 6' - 0 3/4"

3' - 8"

3' -

8 3/

4"3'

- 8

3/4"

2.2.08

2.2.08

A-6014

Sim

.

2

Sim

.

3 Sim.

1' -

0"2'

- 0"

1' - 2 1/2"

6" 3' - 0"

7' - 0 1/2"

5 1/

2"

7' - 8 1/4" 4' - 6 3/4"

5' - 6 1/2" 7' - 0 1/2"



Developer

COPYRIGHT ©

Email:


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450

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[email protected]

Michael Gould

Eri Kawai

20130551

1/4" = 1'-0" 1UNIT B1, B1.0.1 & B1.0.2 SIM.

1/4" = 1'-0" 2UNIT B1.1

1/4" = 1'-0" 3UNIT B1.2

1/4" = 1'-0" 4UNIT B1.3

Revision Schedule

ID Date Description

1/4" = 1'-0" 12B1.4

1/4" = 1'-0" 13B1.5

1/4" = 1'-0" 14B1.6

1/4" = 1'-0" 15B1.7

1/4" = 1'-0" 16B1.8

1/4" = 1'-0" 5UNIT B2

1/4" = 1'-0" 6UNIT B2.1

1/4" = 1'-0" 7UNIT B2.2

1/4" = 1'-0" 8UNIT B2.3

2.2.01 SINGLE WIRESHELF ANDPOLE

2.2.02 RECESSEDELECTRICALSUB-PANEL -REFER TOELECTRICALDWGS.

2.2.03 FRONT-LOADING STACKEDWASHER &DRYER.PROVIDEMAKE-UP AIR.

2.2.04 LINENCABINET - 3FIXEDSHELVES

2.2.05 DRYER VENTPER C.M.C.504.3.2-4"DIAMETEROCCURS ATRUNS NOTEXCEEDING14'-0" ORHAVING MORETHAN (2) 90DEGREEELBOWS -WALLPENETRATIONS PER C.B.C.709.7. 5"DIAMETERVENT WILLOCCUR @RUNS INEXCESS OFTHE ABOVEREQUIREMENTS. INSTALLTERMINATIONCAP.

2.2.08 DOUBLE WIRESHELF & POLE

2.2.09 EMERGENCYESCAPE ANDRESCUEREQUIRED ATALL SLEEPINGROOMSBELOW THEFOURTHSTORY PERCBC SEC.1029.OPENINGSHALL HAVE ANET CLEAROPENING OF5.7 S.F. WITH AMINIMUM NETCLEAROPENINGHEIGHT OF 24"AND AMINIMUM NETCLEAROPENINGWIDTH OF 20"& 44"MAXIMUM SILLHT.

2.2.12 PROVIDEBLOCKINGFORWALL-MOUNTED TV. VERIFYLOCATIONWITH OWNER.

2.2.15 SPECIFIEDRECESSEDMEDICINECABINET, SEEACCESSIBILITY SHEETS FORHEIGHTREQUIREMENTS

2.2.16 SPECIFIEDMIRROR, SEEACCESSIBILITY SHEETS,INSTALL INSTRICTACCORDANCEWITH MFCTR'SINSTALLATIONINSTRUCTIONS

2.2.18 STANDALONEFULL-HEIGHTPANTRYCASEWORK

UNIT B1, B1.0.1 & B1.0.2 SIM

UNIT B2

conditions for each unit. A standard design using “typical” arrangements and adjacencies of kitchen and bath equipment was employed for constructability purposes.

I learned the basics of file management including navigation of the Oakland office’s Revit project server and project drive. I also became familiar with the office standards for construction documentation and the basics of managing sheets, views, and templates in Revit 2015.

In July, I revised the floor outlines for all five levels in the 3D model due to changes to several unit plans. Finally, I set up the window sheet and schedule that tracked the inventory and materials of all window types in the project.

SHEETNOTES

KEYNOTES

6.0.05

6.0.03

6.0.04

6.0.08

6.0.06

6.0.13

6.0.14

6' -

8"

6.0.11

6.0.01

6.0.02

6.0.18

6.0.19

6.0.07

6.0.09

6.0.15

6.0.17

6.0.20

6"3'

- 0"

2' -

10"

4"

2"

1" 1"

1"1"

EQ EQ

6.0.10

COMPARTMENT TOILET BEYOND

6.0.12

6.0.16

EQ EQ




Developer

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Eri Kawai

20130551

3/8" = 1'-0" 2BATH A2

3/8" = 1'-0" 1BATH A1

3/8" = 1'-0" 4BATH A4

3/8" = 1'-0" 3BATH A3

3/8" = 1'-0" 6BATH A6

Revision Schedule

ID Date Description

3/8" = 1'-0" 5BATH A5

3/8" = 1'-0" 14BATH B2

3/8" = 1'-0" 13BATH B1

3/8" = 1'-0" 16BATH B4

3/8" = 1'-0" 15BATH B3

3/8" = 1'-0" 18BATH B6

3/8" = 1'-0" 17BATH B5

6.0.01 TOILET PAPER DISPENSER6.0.02 FLOOR-MOUNTED TOILET6.0.03 TUB SURROUND6.0.04 GRAB BAR REINFORCEMENT6.0.05 TOWEL BAR6.0.06 SHOWER CURTAIN ROD6.0.07 MIRROR6.0.08 CLOTHES HOOK MOUNTED AT 40" AFF CENTERED ON BATHROOM SIDE OF

DOOR6.0.09 BASE CABINET W/ LAVATORY AND REMOVABLE TOE KICK AT ACCESSIBLE

BATH, SEE PLAN FOR LOCATION6.0.10 RECESSED LINEN CABINET6.0.11 RECESSED MEDICINE CABINET6.0.12 ACCESSIBLE SHOWER STALL W/ TILE SURROUND - SEE DETAIL6.0.13 SHOWER HEAD6.0.14 SHOWER CONTROL6.0.15 COUNTERTOP W/ BACKSPLASH AND RETURN AT BATHROOM6.0.16 BASE CABINET6.0.17 WALL BASE, INSTALL AT TOE SPACE AND OPEN END OF CASEWORK, TYP.6.0.18 LIGHTING FIXTURE, S.E.D.6.0.19 CONVENIENCE OUTLET, S.E.D.6.0.20 REINFORCEMENT FOR FOLD DOWN GRAB BAR AT WATER CLOSET, SEE

DETAIL

3/8" = 1'-0" 7BATH A7 SHEETNOTES

KEYNOTES

6.0.05

6.0.03

6.0.04

6.0.08

6.0.06

6.0.13

6.0.14

6' -

8"

6.0.11

6.0.01

6.0.02

6.0.18

6.0.19

6.0.07

6.0.09

6.0.15

6.0.17

6.0.20

6"3'

- 0"

2' -

10"

4"

2"

1" 1"

1"1"

EQ EQ

6.0.10


6.0.12

6.0.16

EQ EQ




Developer

COPYRIGHT ©

Email:


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450

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[email protected]

Michael Gould

Eri Kawai

20130551

3/8" = 1'-0" 2BATH A2

3/8" = 1'-0" 1BATH A1

3/8" = 1'-0" 4BATH A4

3/8" = 1'-0" 3BATH A3

3/8" = 1'-0" 6BATH A6

Revision Schedule

ID Date Description

3/8" = 1'-0" 5BATH A5

3/8" = 1'-0" 14BATH B2

3/8" = 1'-0" 13BATH B1

3/8" = 1'-0" 16BATH B4

3/8" = 1'-0" 15BATH B3

3/8" = 1'-0" 18BATH B6

3/8" = 1'-0" 17BATH B5




DETAIL

3/8" = 1'-0" 7BATH A7

SHEETNOTES

KEYNOTES

6.0.05

6.0.03

6.0.04

6.0.08

6.0.06

6.0.13

6.0.14

6' -

8"

6.0.11

6.0.01

6.0.02

6.0.18

6.0.19

6.0.07

6.0.09

6.0.15

6.0.17

6.0.20

6"3'

- 0"

2' -

10"

4"

2"

1" 1"

1"1"

EQ EQ

6.0.10


6.0.12

6.0.16

EQ EQ




Developer

COPYRIGHT ©

Email:


05/22/2015 100% DD SET

6/17

/201

5 1:

51:0

4 PM



450

Mon

tagu

e

A-601

450

MO

NTA

GU

E EX

RES

SWAY

, MIL

PITA

S C

A95

035

Zac Miles

[email protected]

Michael Gould

Eri Kawai

20130551

3/8" = 1'-0" 2BATH A2

3/8" = 1'-0" 1BATH A1

3/8" = 1'-0" 4BATH A4

3/8" = 1'-0" 3BATH A3

3/8" = 1'-0" 6BATH A6

Revision Schedule

ID Date Description

3/8" = 1'-0" 5BATH A5

3/8" = 1'-0" 14BATH B2

3/8" = 1'-0" 13BATH B1

3/8" = 1'-0" 16BATH B4

3/8" = 1'-0" 15BATH B3

3/8" = 1'-0" 18BATH B6

3/8" = 1'-0" 17BATH B5




DETAIL


KEYNOTES

6.0.05

6.0.03

6.0.04

6.0.08

6.0.06

6.0.13

6.0.14

6' -

8"

6.0.11

6.0.01

6.0.02

6.0.18

6.0.19

6.0.07

6.0.09

6.0.15

6.0.17

6.0.20

6"3'

- 0"

2' -

10"

4"

2"

1" 1"

1"1"

EQ EQ

6.0.10


6.0.12

6.0.16

EQ EQ




Developer

COPYRIGHT ©

Email:


05/22/2015 100% DD SET

6/17

/201

5 1:

51:0

4 PM



450

Mon

tagu

e

A-601

450

MO

NTA

GU

E EX

RES

SWAY

, MIL

PITA

S C

A95

035

Zac Miles

[email protected]

Michael Gould

Eri Kawai

20130551

3/8" = 1'-0" 2BATH A2

3/8" = 1'-0" 1BATH A1

3/8" = 1'-0" 4BATH A4

3/8" = 1'-0" 3BATH A3

3/8" = 1'-0" 6BATH A6

Revision Schedule

ID Date Description

3/8" = 1'-0" 5BATH A5

3/8" = 1'-0" 14BATH B2

3/8" = 1'-0" 13BATH B1

3/8" = 1'-0" 16BATH B4

3/8" = 1'-0" 15BATH B3

3/8" = 1'-0" 18BATH B6

3/8" = 1'-0" 17BATH B5




DETAIL

3/8" = 1'-0" 7BATH A7

SHEETNOTES

KEYNOTES

6.0.05

6.0.03

6.0.04

6.0.08

6.0.06

6.0.13

6.0.14

6' -

8"

6.0.11

6.0.01

6.0.02

6.0.18

6.0.19

6.0.07

6.0.09

6.0.15

6.0.17

6.0.20

6"3'

- 0"

2' -

10"

4"

2"

1" 1"

1"1"

EQ EQ

6.0.10


6.0.12

6.0.16

EQ EQ




Developer

COPYRIGHT ©

Email:


05/22/2015 100% DD SET

6/17

/201

5 1:

51:0

4 PM



450

Mon

tagu

e

A-601

450

MO

NTA

GU

E EX

RES

SWAY

, MIL

PITA

S C

A95

035

Zac Miles

[email protected]

Michael Gould

Eri Kawai

20130551

3/8" = 1'-0" 2BATH A2

3/8" = 1'-0" 1BATH A1

3/8" = 1'-0" 4BATH A4

3/8" = 1'-0" 3BATH A3

3/8" = 1'-0" 6BATH A6

Revision Schedule

ID Date Description

3/8" = 1'-0" 5BATH A5

3/8" = 1'-0" 14BATH B2

3/8" = 1'-0" 13BATH B1

3/8" = 1'-0" 16BATH B4

3/8" = 1'-0" 15BATH B3

3/8" = 1'-0" 18BATH B6

3/8" = 1'-0" 17BATH B5




DETAIL


KEYNOTES

6.0.05

6.0.03

6.0.04

6.0.08

6.0.06

6.0.13

6.0.14

6' -

8"

6.0.11

6.0.01

6.0.02

6.0.18

6.0.19

6.0.07

6.0.09

6.0.15

6.0.17

6.0.20

6"3'

- 0"

2' -

10"

4"

2"

1" 1"

1"1"

EQ EQ

6.0.10


6.0.12

6.0.16

EQ EQ




Developer

COPYRIGHT ©

Email:


05/22/2015 100% DD SET

6/17

/201

5 1:

51:0

4 PM



450

Mon

tagu

e

A-601

450

MO

NTA

GU

E EX

RES

SWAY

, MIL

PITA

S C

A95

035

Zac Miles

[email protected]

Michael Gould

Eri Kawai

20130551

3/8" = 1'-0" 2BATH A2

3/8" = 1'-0" 1BATH A1

3/8" = 1'-0" 4BATH A4

3/8" = 1'-0" 3BATH A3

3/8" = 1'-0" 6BATH A6

Revision Schedule

ID Date Description

3/8" = 1'-0" 5BATH A5

3/8" = 1'-0" 14BATH B2

3/8" = 1'-0" 13BATH B1

3/8" = 1'-0" 16BATH B4

3/8" = 1'-0" 15BATH B3

3/8" = 1'-0" 18BATH B6

3/8" = 1'-0" 17BATH B5




DETAIL

3/8" = 1'-0" 7BATH A7

North Elevation

SHEETNOTES

KEYNOTES

6.0.05

6.0.03

6.0.04

6.0.08

6.0.06

6.0.13

6.0.14

6' -

8"

6.0.11

6.0.01

6.0.02

6.0.18

6.0.19

6.0.07

6.0.09

6.0.15

6.0.17

6.0.20

6"3'

- 0"

2' -

10"

4"

2"

1" 1"

1"1"

EQ EQ

6.0.10


6.0.12

6.0.16

EQ EQ




Developer

COPYRIGHT ©

Email:


05/22/2015 100% DD SET

6/17

/201

5 1:

51:0

4 PM



450

Mon

tagu

e

A-601

450

MO

NTA

GU

E EX

RES

SWAY

, MIL

PITA

S C

A95

035

Zac Miles

[email protected]

Michael Gould

Eri Kawai

20130551

3/8" = 1'-0" 2BATH A2

3/8" = 1'-0" 1BATH A1

3/8" = 1'-0" 4BATH A4

3/8" = 1'-0" 3BATH A3

3/8" = 1'-0" 6BATH A6

Revision Schedule

ID Date Description

3/8" = 1'-0" 5BATH A5

3/8" = 1'-0" 14BATH B2

3/8" = 1'-0" 13BATH B1

3/8" = 1'-0" 16BATH B4

3/8" = 1'-0" 15BATH B3

3/8" = 1'-0" 18BATH B6

3/8" = 1'-0" 17BATH B5




DETAIL


KEYNOTES

6.0.05

6.0.03

6.0.04

6.0.08

6.0.06

6.0.13

6.0.14

6' -

8"

6.0.11

6.0.01

6.0.02

6.0.18

6.0.19

6.0.07

6.0.09

6.0.15

6.0.17

6.0.20

6"3'

- 0"

2' -

10"

4"

2"

1" 1"

1"1"

EQ EQ

6.0.10


6.0.12

6.0.16

EQ EQ




Developer

COPYRIGHT ©

Email:


05/22/2015 100% DD SET

6/17

/201

5 1:

51:0

4 PM



450

Mon

tagu

e

A-601

450

MO

NTA

GU

E EX

RES

SWAY

, MIL

PITA

S C

A95

035

Zac Miles

[email protected]

Michael Gould

Eri Kawai

20130551

3/8" = 1'-0" 2BATH A2

3/8" = 1'-0" 1BATH A1

3/8" = 1'-0" 4BATH A4

3/8" = 1'-0" 3BATH A3

3/8" = 1'-0" 6BATH A6

Revision Schedule

ID Date Description

3/8" = 1'-0" 5BATH A5

3/8" = 1'-0" 14BATH B2

3/8" = 1'-0" 13BATH B1

3/8" = 1'-0" 16BATH B4

3/8" = 1'-0" 15BATH B3

3/8" = 1'-0" 18BATH B6

3/8" = 1'-0" 17BATH B5




DETAIL

3/8" = 1'-0" 7BATH A7

SHEETNOTES

KEYNOTES

6.0.05

6.0.03

6.0.04

6.0.08

6.0.06

6.0.13

6.0.14

6' -

8"

6.0.11

6.0.01

6.0.02

6.0.18

6.0.19

6.0.07

6.0.09

6.0.15

6.0.17

6.0.20

6"3'

- 0"

2' -

10"

4"

2"

1" 1"

1"1"

EQ EQ

6.0.10


6.0.12

6.0.16

EQ EQ




Developer

COPYRIGHT ©

Email:


05/22/2015 100% DD SET

6/17

/201

5 1:

51:0

4 PM



450

Mon

tagu

e

A-601

450

MO

NTA

GU

E EX

RES

SWAY

, MIL

PITA

S C

A95

035

Zac Miles

[email protected]

Michael Gould

Eri Kawai

20130551

3/8" = 1'-0" 2BATH A2

3/8" = 1'-0" 1BATH A1

3/8" = 1'-0" 4BATH A4

3/8" = 1'-0" 3BATH A3

3/8" = 1'-0" 6BATH A6

Revision Schedule

ID Date Description

3/8" = 1'-0" 5BATH A5

3/8" = 1'-0" 14BATH B2

3/8" = 1'-0" 13BATH B1

3/8" = 1'-0" 16BATH B4

3/8" = 1'-0" 15BATH B3

3/8" = 1'-0" 18BATH B6

3/8" = 1'-0" 17BATH B5




DETAIL


KEYNOTES

6.0.05

6.0.03

6.0.04

6.0.08

6.0.06

6.0.13

6.0.14

6' -

8"

6.0.11

6.0.01

6.0.02

6.0.18

6.0.19

6.0.07

6.0.09

6.0.15

6.0.17

6.0.20

6"3'

- 0"

2' -

10"

4"

2"

1" 1"

1"1"

EQ EQ

6.0.10


6.0.12

6.0.16

EQ EQ




Developer

COPYRIGHT ©

Email:


05/22/2015 100% DD SET

6/17

/201

5 1:

51:0

4 PM



450

Mon

tagu

e

A-601

450

MO

NTA

GU

E EX

RES

SWAY

, MIL

PITA

S C

A95

035

Zac Miles

[email protected]

Michael Gould

Eri Kawai

20130551

3/8" = 1'-0" 2BATH A2

3/8" = 1'-0" 1BATH A1

3/8" = 1'-0" 4BATH A4

3/8" = 1'-0" 3BATH A3

3/8" = 1'-0" 6BATH A6

Revision Schedule

ID Date Description

3/8" = 1'-0" 5BATH A5

3/8" = 1'-0" 14BATH B2

3/8" = 1'-0" 13BATH B1

3/8" = 1'-0" 16BATH B4

3/8" = 1'-0" 15BATH B3

3/8" = 1'-0" 18BATH B6

3/8" = 1'-0" 17BATH B5




DETAIL

3/8" = 1'-0" 7BATH A7

Butterfield Retirement CommunityDesign Development Presentation | 06.16.2015

y

Weeks 3 - 8 Butterfield Retirement Community

(Construction Documents)

By Week 3, I had been recruited onto the Butterfield Retirement Community project to address redline

comments for the 100% Permit Set of the construction document (CD) phase of this 150-unit multi-family housing development in Morgan Hill, California.

I was responsible for generating interior elevations for the common spaces including the lobby and club room according to updates from the interior design consultant. Other major redline revisions included modifications to the roof slopes (i.e., “crickets”) to address proper drainage for stormwater, exterior finish material for balcony ceilings, and wheelchair accessibility for breadboards, recycling cabinets, and other appliances.

UP

UP

UPFD

FD

FD

FDFD

FD

FD

FD

FD

FD

FD

FEC

A3014

A3012

A3013

A3011

4

A F

367'-10 1/4"

2

3

EDB C

64'-1

1"65

'-0 1

/4"

59'-0

"

1A401

1A421

2A421

3A421

4A421

6A421

7A421

8A421

9A421

10A421

UNIT P2-2

UNIT P2-1UNIT P1-1UNIT P1-1.AUNIT P2-1.AUNIT P2-1UNIT P1-1UNIT P1-1UNIT P2-1UNIT P1-1UNIT P3-3

UNIT P1-1UNIT P1-2.A

UNIT P1-2UNIT P1-2

UNIT P1-2UNIT P2-2

UNIT P2-1

UNIT P2-2UNIT P1-2

UNIT P1-2

UNIT P1-1

UNIT P1-2.A

UNIT P2-3 UNIT P1-1 UNIT P1-2

UNIT P1-2.A

UNIT P1-1

UNIT P1-2.A

UNIT P1-1

UNIT P3-1UNIT P3-2UNIT P3-1UNIT P3-1UNIT P1-1.1UNIT P3-3

UNIT P2-1.A

UNIT P1-2

4A401

2A401

3A401

STAIR-11ST1

ELEV 11EL1

STAIR-21ST2

ELEV 21EL2

STAIR-31ST3

TRASH 11TR1

TRASH 21TR2

LOBBY100

ADMIN2102

OFFICE103

STORAGE104

OFFICE105

OFFICE106

COMMUNITY/FLEXROOM

119

LIBRARY101

THEATER/FLEXROOM

121

MEN'S122

EXCERCISE RM108

EXCERCISE RM109

DINING ROOM117

ELECTRICAL111

JANITOR110KITCHEN/RECEIVING

112

OFFICE114

TRASH 3115

ELEC.116

MAIL HALL107

BREEZEWAY 1

COURTYARD 1COURTYARD 2

BREEZEWAY 2

STO138

CORRIDOR130

STO137

CORRIDOR135

LOBBY 4131

STO144

LOBBY 2147

CORRIDOR134

CORRIDOR133

LOBBY 3146

STO140

STO141

LAUNDRY139

CORRIDOR132

MACH. RM.145

LAUNDRY136

STO142

100'-0" 19'-1 1/2" 131'-6" 21'-0" 96'-2 3/4"

TRASH BIN RM 1148

TRASH BIN RM 2149

P.L.P.L. P.L.

P.L

.

P.L

.

PORTE COCHERE

17'-7

3/4

"

14'-1

1 3/

4"14'-11 3/4"

WOMEN'S123

ELEC.156

BOILER RM155

LOBBY 1151

2.1.042.1.05

2.1.02

2.1.01

2.1.05

2.1.05

2.1.04

2.1.042.1.052.1.05

10'-6" 10'-6"

14'-1

1 3/

4"

1

188'

-11

1/4"

10

15 10 10

10 11

11

S.L.D.

S.L.D.

1010

10

16

16

77

7

4

44

4 4

4 4

4

4

4

16 16

55

5 5

4

44

4

4

MAINT.113

#101#105#107#109#111#112

#113 #114

#110 #108 #106 #102

#103#104

#116 #117

#115

#120 #122 #124 #126 #132 #135 #137

#131#128

#129 #130

#118 #119 #121 #123 #125 #127 #133 #134 #136 #138

2.1.05

MANAGER'S UNIT MANAGER'S UNIT

2.1.06

MACH. RM.143

5A421

1

23

LOCATE FIRE EXTINGUISHER CABINETS PER CODE & FIRE DEPT DIRECTIONS. VERIFYEXTINGUISHER SIZE & TYPE WITH FIRE DEPT. MAXIMUM TRAVEL DISTANCE FROM UNITENTRY DOOR TO EXTINGUISHER PER N.F.P.A. STANDARD 10 IS 75'-0". PROVIDE A MINIMUMOF ONE 2A10BC CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCEFOR EACH 6,000 SQUARE FEET OR PORTION THEROF ON EACH FLOOR. (U.F.C. ARTICLE10, DIVISION V U.F.C. STANDARDS 10 AND CAL CODE REGS. TITLE 19 SEC. 3.29)

SLOPE DOWN 2% MAX., TYP.

WALL TAG - 'X' REFERSTO DETAIL NUMBER ONSHEET AD-11

FLOOR MATERIALTRANSITION

CPT CONC.

RAINWATER LEADER TYP.RWL

BLDG GRADE ELEV SYMBOL183.58AT ROOF PLAN, GRADE SYMBOLINDICATES LEVEL OF ROOFSHEATHING OR PARAPET, NOTSLOPE OF CRICKET

LIGHTWEIGHT CONC. TOPPINGSLAB O/ W.P. O/ FRAMING

FLOOR DRAIN (FLOOR SLOPE2% MAX)

HOSE BIBB

FIRE EXTINGUISHER CAB.SEE

X

2-HR FIREWALLPER CBC SEC. 706

ACCESSIBLEDWELLING UNIT

12AD-11

FIRE RISER

1-HR SHAFT PERCBC SEC. 706


KTGY Group, Inc.580 Second Street, Suite 200Oakland, California 94607ktgy.com510 272 2910KTGY Project No:Project Contact:

Developer

COPYRIGHT ©

Email:


Sheet Issues & Revision Log

DateID Description

7/28

/201

5 2:

54:2

7 P

M130406

BUTT

ERFI

ELD

RETI

REME

NTBU

TTER

FIEL

D B

OU

LEVA

RD

,M

OR

GAN

HIL

L, C

A 95

037

Community Development Partners3416 VIA OPORTO, SUITE 301NEWPORT BEACH, CA 92663

FIRST FLOOR PLAN- OVERALL

A2102015

[email protected]

Robert Valdez

--Michael Gould

1/16" = 1'-0" 1LEVEL-1 - OVERALL

KEYNOTES

SYMBOL LEGEND

GENERAL NOTES

2.1.01 OUTLINE OF PORTE COCHERE ROOF ABOVE2.1.02 MEDICAL EMERGENCY ELEVATOR (SEE DETAILS ON SHEET A541 AND SPECS) IN

1-HR SHAFT2.1.04 90-MINUTE FIRE DOORS @ 2-HOUR FIRE WALL2.1.05 2-HOUR FIRE WALL PER CBC SECTION 706, SEE DETAIL 1/AD-122.1.06 OUTLINE OF BRIDGE ABOVE2.1.07 METAL GUARDRAIL @ 42" HIGH, TYP.2.1.09 MECHANICAL UNIT TYP., S.M.D.2.1.10 PAINTED COMPOSITE TRIM BAND, SEE ELEVATIONS AND DETAIL 8/AD-512.1.11 GATE, S.L.D.2.1.12 CORRIDOR HANDRAIL, TYPICAL BOTH SIDES OF CORRIDOR, SEE DETAIL 6/AD-302.1.13 PROVIDE CONINUOUS 1-HOUR SHAFT UP TO ROOF WITH MINIMUM INSIDE CLEAR

DIMENSIONS OF 12" X 16"

KEY PLAN

SEE ENLARGED PLAN SHEETS (A211-A213) FOR ENLARGED SEGMENT PLANS

04/03/15 100% DESIGN DEVELOPMENT04/25/15 50% CONST. DOCUMENTS05/29/15 100% CONST. DOCUMENTS

1 WALL TYPE W12 - TYPICAL THROUGHOUT, UON. WALL STUD SIZE INDICATED INLEGEND AND ON PLAN ARE PROVIDED TO SET WALL WIDTH.SEE STRUCTURAL PLANS FOR ACTUAL STUD & POST REQUIREMENTS.

3 REFER TO SHEET AD-00 AND AD-01 COMMON & PUBLIC ACCESSIBILITY FORADDITIONAL INFORMATION & REQUIREMENTS (NOT INDICATED IN THIS PLAN)

4 REFER TO SHEET AD-02 & AD-02A COMMON & PUBLIC ACCESSIBILITY FORADDITIONAL INFORMATION & REQUIREMENTS (NOT INDICATED IN THIS PLAN)

5 REFER TO SHEET AD-03 DWELLING UNIT ACCESSIBILITY FOR ADDITIONALINFORMATION & REQUIREMENTS (NOT INDICATED IN THIS PLAN)

7 EXTEND DRAFT STOPS THROUGH PARTY WALLS PER CBC SECTION 717.3.8 DUCT TERMINATIONS (WHETHER THROUGH WALL OR CEILING) SHALL OCCUR AT A

MINIMUM OF 3'-0" FROM DOOR OR WINDOW OPENINGS INTO A DWELLING UNIT.9 PROVIDE SADDLE FLASHING AT ALL CONDITIONS WHERE PARAPET, RAIL WALLS

AND ROOFS BUTT VERTICAL WALLS.10 PROVIDE BACKING FOR WALL MOUNTED ITEMS THROUGHOUT, UON11 REFER TO DOOR AND WINDOW SCHEDULE SHEETS FOR FIRE RATING OF

PROTECTED OPENINGS.12 PROVIDE CONCRETE TOPPING SLAB AT LEVEL-1 UNIT PATIOS WHERE INDICATED;

SCORE @ 48" OC MAX EA WAY13 BUILDING ENTRANCES & EXTERIOR GROUND LEVEL EXITS ARE ACCESSIBLE PER

CBC SECTION 11B-206.4.14 ALL DIMENSIONS ARE TO FACE OF STUD, UON. SEE STRUCTURAL PLANS FOR

MINIMUM STRUCTURAL REQUIREMENTS15 COMBUSTIBLE WIRING (I.E. TEL/CABLE, TV, ETC.) IN CONCEALED SPACES IS

PROHIBITED. BUILDING MANAGEMENT TO ENSURE FUTURE INSTALLATIONS AREPROHIBITED.

16 COMBUSTIBLE WIRING (I.E. TEL/CABLE, TV, ETC.) IN CONCEALED SPACES ISPROHIBITED. BUILDING MANAGEMENT TO ENSURE FUTURE INSTALLATIONS AREPROHIBITED.

17 FIRE DAMPERS SHALL BE INSTALLED PER SECTION 716.2 AT ALL DUCTED ORUN-DUCTED AIR OPENINGS AT PENETRATIONS OF: A) CEILINGS OF FIRE-RESISTIVEFLOOR-CEILING OR ROOF-CEILNG ASSEMBLIES; B) THE FIRE-RESISTIVECONSTRUCTION OF CORRIDORS SERVING AS A MEANS OF EGRESS; C)OCCUPANCY SEPARATION WALLS; SHAFT ENCLOSURES - SMD

18 SMOKE DAMPERS SHALL BE INSTALLED PER SECTION 716.2 AT ALL DUCTED AIROPENINGS AT THRU PENETRATIONS OF: A) OCCUPANCY SEPARATION WALL; B)THE FIRE-RESISTIVE CONSTRUCTION OF CORRIDORS; C) SHAFTS - SMD

19 REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY EXIT SIGNAGE. EXIT SIGNSSHALL BE CONNECTED TO A SOURCE OF EMERGENCY BACKUP POWER. A) EXITSIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTIONOF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET FROM THENEAREST VISIBLE SIGN; B) EXIT SIGNS SHALL BE READILY VISIBLE FROM ANYDIRECTION OF APPROACH

20 PROVIDE WALKWAY & EXIT BALCONY ILLUMINATION WITH MIN 1-FOOTCANDLELIGHT INTENSITY AT THE FLOOR - SED

21 PROVIDE EXIT ILLUMINATION CONNECTED TO A SOURCE OF EMERGENCYBACK-UPPOWER IN ROOMS AND PORTIONS OF THE EXIT SYSTEM THAT SERVE/CONTAIN ANOCCUPANT LOAD OF 100 OR MORE OCCUPANTS - SED

22 THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALSSHALL COMPLY WITH CBC TABLE 803.9

23 THE CLASSES OF MATERIALS BASED ON THEIR FLAME-SPREAD INDEX AS SETFORTH IN CBC SECTION 803.1 (FOR CLASS A: 0-25, FOR CLASS B: 26-75, CLASS C:76-200)

24 INTERIOR TRIMS SHALL COMPLY WITH CBC SECTION 806.525 PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR

AIR CONDITIONING; PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS IN FIRERATED ASSEMBLIES PROVIDE RATED ACCESS PANELS WITH SELF CLOSINGDEVICES

26 PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FORAIR CONDITIONING; PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS IN FIRERATED ASSEMBLIES PROVIDE RATED ACCESS PANELS WITH SELF CLOSINGDEVICES

27 SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING ANDPLYWOOD SHEATHING; B) SPECIAL NAILING AND BLOCKING REQUIREMENTS

28 WHEN SERVING 20 OR MORE SPRINKLER HEADS, AUTOMATIC SPRINKLER SYSTEMSSHALL BE SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY OR REMOTE,STATION SERVICE, OR SHALL BE PROVIDED WITH A LOCAL ALARM WHICH WILLGIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION

29 SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING ANDPLYWOOD SHEATHING; B) SPECIAL NAILING AND BLOCKING REQUIREMENTS

30 WHEN SERVING 20 OR MORE SPRINKLER HEADS, AUTOMATIC SPRINKLER SYSTEMSSHALL BE SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY OR REMOTE,STATION SERVICE, OR SHALL BE PROVIDED WITH A LOCAL ALARM WHICH WILLGIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION

31 PROVIDE APPROVED 1-HR FIRE-RATED ASSEMBLY AT POSTS, BEAMS ANDHANGARS AS OCCURS FOR INDIVIDUAL FIRE PROTECTION AS REQUIRED BY CBC.SSD FOR POST AND BEAM LOCATION AND SIZE

32 THE FIRE DEPARTMENT CONNECTION SHALL HAVE A MINIMUM OF FOUR 2-1/2"INLET CONNECTIONS TO SUPPLY THE REQUIRED FLOOR FOR THE STANDPIPESYSTEM

33 ### INDICATES SPECIFIC ROOM NUMBER FOR CONSTRUCTION PURPOSE ONLY.THIS NUMBER WILL BE PROVIDED AT EACH UNIT BY THE CONTRACTORTHROUGHOUT THE DURATION OF CONSTRUCTION. THIS NUMBER IS NOT THELEGAL ADDRESS.

34 FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKEPARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS ORPENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITHSIGNS OR STENCILING IN ACCORDANCE WITH CBC 703.7.

Many sheets in the CD set needed adjustments for consistency such as layout, key notes, and legends. Other sheets required callouts highlighting important details such as signage for egress, reflected ceiling plan materials, dimensioning for staircases, and window schedules. For the most complex revisions, I adjusted the central 3D model enlisting help from my teammates as necessary. Throughout this process, I worked with the Job Captain to address any comments that needed further clarification.

East Elevation

North Elevation

3706S-1P

SALSBURYU.S . MAIL

OUTGOING MAIL

3706D-10 3706S-1P

SALSBURYU.S . MAIL

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OUTGOING MAIL

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SALSBURYU.S . MAIL

OUTGOING MAIL

3706D-10

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OUTGOING MAIL

3706D-10

OUTGOING MAIL

U.S . MAILSALSBURY

3706D-043706S-1P

SALSBURYU.S . MAIL

OUTGOING MAIL

3706D-10 3706S-1P

SALSBURYU.S . MAIL

OUTGOING MAIL

3706D-10 3706S-1P

SALSBURYU.S . MAIL

OUTGOING MAIL

3706D-10 3706S-1P

SALSBURYU.S . MAIL

OUTGOING MAIL

3706D-10

SALSBURYU.S . MAIL

OUTGOING MAIL

3706D-10 3706S-1P

FD

FD

WD

WD

2

A549

1A

A549

A5491C

1B

4'-6

"

12'-0" 5'-9 1/4"

23'-6"

SEE INTERIOR DESIGN DRAWINGS.

15" M

IN.

6'-0

"


B

A549 2A

2B

11'-0

1/2

"



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DateID Description

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/201

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ENLARGED PLANS& INTERIOR

ELEVATIONS

A5492015

[email protected]

Robert Valdez

--Michael Gould

1/4" = 1'-0" 1ENLARGED COMMUNITY/FLEX ROOM PLAN

1A1B1C

3A3B

33/8" = 1'-0"MAIL ROOM INTERIOR ELEVATIONS

43/8" = 1'-0"LOBBY FIREPLACE INTERIOR ELEVATION


53/8" = 1'-0"PRIVATE DINING INTERIOR ELEVATION

5A 4A

1/4" = 1'-0" 2LAUNDRY ROOM ENLARGED PLAN

2A2B

1 REFER TO SHEETS AD-01 THROUGH AD-03 FOR ACCESSIBILITY REQUIREMENTS. IFDISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED FORCLARIFICATION BEFORE COMMENCING WITH WORK.

2 REFER TO ELECTRICAL, MECHANICAL, PLUMBING AND FIRE/LIFE SAFETY DRAWINGSFOR FURTHER INFORMATION PERTAINING TO LIGHTING, POWER,COMMUNICATIONS, HVAC, PLUMBING/FIXTURES, FIRE SPRINKLERS, STANDPIPES,FORE ALARM, SMOKE DETECTORS, EXIT SIGNS AND EXIT LIGHTING. ELECTRONICSECURITY SYSTEMS SHALL BE BY OTHERS.

3 ALL DIMENSIONS ON THESE INTERIOR ELEVATIONS ARE FINISHED DIMENSIONSU.O.N.

4 REFER TO INTERIOR DESIGN DRAWINGS FOR INTERIOR FINISHES AND MILLWORKINFORMATION.

5 COUNTERTOPS & CABINETS INDICATED AS REPOSITIONABLE SHALL COMPLY WITHCBC SECTION 1133A.4.1 AND THE FOLLOWING: REPOSITIONABLE COUNTERTOPSARE NOT REQUIRED WHEN STONE, CULTURED STONE AND TILED COUNTERTOPSARE PROVIDED PER CBC 1133A.4.1 EXCEPTION 1.

6 CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL REQUIRED BACKING ANDBLOCKING FOR SUPPORT & ATTACHMENT OF CASEWORK, APPLIANCES &ACCESSORIES IN WALLS, FLOORS & CEILINGS.

7 THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPENCIES WITH ANY CODE,SUPPLEMENTARY DRAWINGS OR REPORTS.

8 ALL CABINETS' STYLE AND FINISH TO BE PER FINISH SCHEDULE - SEE INTERIORDESIGN DRAWINGS.

9 RANGE AND EXHAUST CONTROLS TO BE LOCATED IN THE FRONT OF THEAPPLIANCE WITHIN REACH RANGE AND CAN BE OPERATED WITHOUT GRASPING,PINCHING OR TWISTING OF THE WRIST.

10 EXPOSED CABINET ENDS TO HAVE VENEER FINISH TO MATCH FACE OF CABINETS11 COUNTERTOP HEIGHT @ UNITS: PER CBC 1137A.1 OTHER FEATURES AND

FACILITIES. GENERAL THIS DIVISION SHALL APPLY TO FEATURES OF COMMONAREAS ON ACCESSIBLE FLOORS OR SITES. NOTE: THE PROVISIONS IN THISDIVISION ARE NOT APPLICABLE TO DWELLING UNITS, UNLESS OTHERWISESPECIFIED.

12 TYPICAL UNIT KITCHEN COUNTERTOP WIDTH AGAINST WALL IS 25" WIDE.13 SEE DETAIL 24/AD-03 FOR ELECTRICAL OUTLETS INSTALLED AT COUNTERS.14 BREAD BOARDS15 DIMENSIONS ON SHEET AD-02.

GENERAL NOTES

KEYNOTES

SYMBOL LEGEND

6.1.01 HARD SURFACE COUNTERTOP 4" SPLASH RETURN6.1.02 HARD SURFACE COUNTERTOP6.1.04 2-BURNER COOKTOP6.1.05 DOUBLE SINK W/ GARBAGE DISPOSAL6.1.06 REMOVABLE BASE CABINET6.1.08 MICROWAVE W/ INTEGRAL VENTING FAN ABOVE6.1.09 REFRIGERATOR6.1.10 SOFFIT ABOVE, FLUSH WITH FACE OF UPPER CABINETS6.1.11 DISHWASHER6.1.13 UPPER CABINET W/ ADJUSTABLE SHELVING AND VALANCE FOR UNDER-CABINET

LIGHTING, TYP. FIXTURE SPEC: TBD6.1.14 PANTRY CABINET W/ ADJUSTABLE SHELVING6.1.15 BASE CABINET W/ DRAWERS6.1.16 FILLER PANEL6.1.17 FINISHED END PANEL6.1.18 VENTED HOOD6.1.19 MICROWAVE6.1.20 BREAD BOARDS6.1.21 RECYCLE CABINET

3706S-1P

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3706D-10 3706S-1P

SALSBURYU.S . MAIL

OUTGOING MAIL

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OUTGOING MAIL

3706D-10 3706S-1P

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OUTGOING MAIL

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SALSBURYU.S . MAIL

OUTGOING MAIL

3706D-10

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OUTGOING MAIL

3706D-10

OUTGOING MAIL

U.S . MAILSALSBURY

3706D-043706S-1P

SALSBURYU.S . MAIL

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OUTGOING MAIL

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SALSBURYU.S . MAIL

OUTGOING MAIL

3706D-10

SALSBURYU.S . MAIL

OUTGOING MAIL

3706D-10 3706S-1P

FD

FD

WD

WD

2

A549

1A

A549

A5491C

1B

4'-6

"

12'-0" 5'-9 1/4"

23'-6"


15" M

IN.

6'-0

"


B

A549 2A

2B

11'-0

1/2

"



Developer

COPYRIGHT ©

Email:



DateID Description

7/28

/201

5 3:

02:5

7 P

M

130406

BUTT

ERFI

ELD

RETI

REME

NTBU

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D B

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LEVA

RD

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OR

GAN

HIL

L, C

A 95

037


ENLARGED PLANS& INTERIOR

ELEVATIONS

A5492015

[email protected]

Robert Valdez

--Michael Gould

1/4" = 1'-0" 1ENLARGED COMMUNITY/FLEX ROOM PLAN

1A1B1C

3A3B

33/8" = 1'-0"MAIL ROOM INTERIOR ELEVATIONS

43/8" = 1'-0"LOBBY FIREPLACE INTERIOR ELEVATION


53/8" = 1'-0"PRIVATE DINING INTERIOR ELEVATION

5A 4A

1/4" = 1'-0" 2LAUNDRY ROOM ENLARGED PLAN

2A2B

1 REFER TO SHEETS AD-01 THROUGH AD-03 FOR ACCESSIBILITY REQUIREMENTS. IFDISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED FORCLARIFICATION BEFORE COMMENCING WITH WORK.

2 REFER TO ELECTRICAL, MECHANICAL, PLUMBING AND FIRE/LIFE SAFETY DRAWINGSFOR FURTHER INFORMATION PERTAINING TO LIGHTING, POWER,COMMUNICATIONS, HVAC, PLUMBING/FIXTURES, FIRE SPRINKLERS, STANDPIPES,FORE ALARM, SMOKE DETECTORS, EXIT SIGNS AND EXIT LIGHTING. ELECTRONICSECURITY SYSTEMS SHALL BE BY OTHERS.

3 ALL DIMENSIONS ON THESE INTERIOR ELEVATIONS ARE FINISHED DIMENSIONSU.O.N.

4 REFER TO INTERIOR DESIGN DRAWINGS FOR INTERIOR FINISHES AND MILLWORKINFORMATION.

5 COUNTERTOPS & CABINETS INDICATED AS REPOSITIONABLE SHALL COMPLY WITHCBC SECTION 1133A.4.1 AND THE FOLLOWING: REPOSITIONABLE COUNTERTOPSARE NOT REQUIRED WHEN STONE, CULTURED STONE AND TILED COUNTERTOPSARE PROVIDED PER CBC 1133A.4.1 EXCEPTION 1.

6 CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL REQUIRED BACKING ANDBLOCKING FOR SUPPORT & ATTACHMENT OF CASEWORK, APPLIANCES &ACCESSORIES IN WALLS, FLOORS & CEILINGS.

7 THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPENCIES WITH ANY CODE,SUPPLEMENTARY DRAWINGS OR REPORTS.

8 ALL CABINETS' STYLE AND FINISH TO BE PER FINISH SCHEDULE - SEE INTERIORDESIGN DRAWINGS.

9 RANGE AND EXHAUST CONTROLS TO BE LOCATED IN THE FRONT OF THEAPPLIANCE WITHIN REACH RANGE AND CAN BE OPERATED WITHOUT GRASPING,PINCHING OR TWISTING OF THE WRIST.

10 EXPOSED CABINET ENDS TO HAVE VENEER FINISH TO MATCH FACE OF CABINETS11 COUNTERTOP HEIGHT @ UNITS: PER CBC 1137A.1 OTHER FEATURES AND

FACILITIES. GENERAL THIS DIVISION SHALL APPLY TO FEATURES OF COMMONAREAS ON ACCESSIBLE FLOORS OR SITES. NOTE: THE PROVISIONS IN THISDIVISION ARE NOT APPLICABLE TO DWELLING UNITS, UNLESS OTHERWISESPECIFIED.

12 TYPICAL UNIT KITCHEN COUNTERTOP WIDTH AGAINST WALL IS 25" WIDE.13 SEE DETAIL 24/AD-03 FOR ELECTRICAL OUTLETS INSTALLED AT COUNTERS.14 BREAD BOARDS15 DIMENSIONS ON SHEET AD-02.

GENERAL NOTES

KEYNOTES

SYMBOL LEGEND

6.1.01 HARD SURFACE COUNTERTOP 4" SPLASH RETURN6.1.02 HARD SURFACE COUNTERTOP6.1.04 2-BURNER COOKTOP6.1.05 DOUBLE SINK W/ GARBAGE DISPOSAL6.1.06 REMOVABLE BASE CABINET6.1.08 MICROWAVE W/ INTEGRAL VENTING FAN ABOVE6.1.09 REFRIGERATOR6.1.10 SOFFIT ABOVE, FLUSH WITH FACE OF UPPER CABINETS6.1.11 DISHWASHER6.1.13 UPPER CABINET W/ ADJUSTABLE SHELVING AND VALANCE FOR UNDER-CABINET

LIGHTING, TYP. FIXTURE SPEC: TBD6.1.14 PANTRY CABINET W/ ADJUSTABLE SHELVING6.1.15 BASE CABINET W/ DRAWERS6.1.16 FILLER PANEL6.1.17 FINISHED END PANEL6.1.18 VENTED HOOD6.1.19 MICROWAVE6.1.20 BREAD BOARDS6.1.21 RECYCLE CABINET

Butterfield Retirement Community Morgan Hill, CA | Design Development Presentation 06.16.2015 p.6

LOBBY | INTERIOR ELEVATIONS SCALE: 1/4” = 1’-0”

1 - SOUTHWEST ELEVATION 2 - WEST ELEVATION

1

2

Club Room Interior Elevation Lobby Interior Elevation

LEVEL-1

LEVEL-2

LEVEL-3

ROOF PLATE

A FEDB C

6A421

A4219

A4111

A4112

A4113

LEVEL-1 PLATE

LEVEL-2 PLATE

9'-1

"9'

-1"

9'-1

"

4.0.024.0.02

4.0.04

EXCERCISE RMDINING ROOMCOURTYARD 1COURTYARD 2

CORRIDORCORRIDOR

LOBBY 4LOBBY 2 CORRIDOR

UNIT P2-2.A

UNIT P2-2.A UNIT P2-2.AUNIT P2-2.A

UNIT P2-2.AUNIT P2-2.ALOBBY 2

LOBBY 2

5A421

LEVEL-1

LEVEL-2

LEVEL-3

ROOF PLATE

42 3

LEVEL-1 PLATE

LEVEL-2 PLATE

1

9'-1

"9'

-1"

9'-1

"

2AD-13

9AD-13

3AD-13

ATTICATTIC

CORRIDOR

CORRIDOR CORRIDORCORRIDOR

CORRIDOR CORRIDOR CORRIDOR

LOBBY 3LOBBY 4 CORRIDORCORRIDOR

UNIT P3-2

UNIT P3-2

UNIT P3-2

LOBBY 3

LOBBY 3

4.0.01

LEVEL-1 LEVEL-1

TOWER ROOF PLATE

42 3

7A421

8A421

9A421

10A421

A4114

PORTE COCHERE

ATTIC AMENITY ROOF PLATEPORTE COCHERE PLATE

1

15'-9

"

12'-0

"

28'-8

1/4

"

KITCHEN/RECEIVINGJANITOREXCERCISE RMEXCERCISE RMADMIN2 OFFICELOBBY

MAIL HALL CORRIDOR

LEVEL-1

LEVEL-2

LEVEL-3

ROOF PLATE

A FEDB C

ATTICATTICATTIC

LEVEL-1 PLATE

LEVEL-2 PLATE

9'-1

"9'

-1"

9'-1

"

ATTIC

STAIR-2

STAIR-2

STAIR-2

KITCHEN/RECEIVING

CORRIDOR CORRIDORCORRIDORCORRIDOR LAUNDRYCORRIDOR LAUNDRYLAUNDRYCORRIDOR

UNIT P1-1

UNIT P1-1

UNIT P1-1UNIT P1-2

UNIT P1-2 UNIT P1-2 UNIT P1-2UNIT P1-2UNIT P1-2

UNIT P1-2UNIT P1-2UNIT P1-2UNIT P1-2 UNIT P1-2

UNIT P1-2 UNIT P1-2UNIT P1-2UNIT P1-2

AD-127

AD-125

AD-712

AD-711

ROOF WELL



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DateID Description

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/201

5 2:

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BUILDINGSECTIONS

A4012015

[email protected]

Robert Valdez

--Michael Gould

KEYNOTES4.0.01 FULLY SPRINKLERED ATTIC SPACES, TYP.4.0.02 COVERED BRIDGEWAY BEYOND4.0.04 GUARDRAIL, TYP.

1/16" = 1'-0" 1BUILDING SECTION





GENERAL NOTES1 FOR EXTERIOR ENVELOPE INSTALLATION R-VALUES SEE TITLE-24 CALCULATIONS,

TYP THROUGHOUT

For example, the exterior ramps leading to the two trash rooms on the enlarged plan and section sheets needed revisions to reflect proper drainage and safety conditions. Here, adjustments to the 3D model and the civil site plan involving placement of bollards, trench drains, and ramp pads were required.

Finally, I assisted with the preparation of the first “Plan Check Response” submittal to the City of Morgan Hill by highlighting all the redline revisions and our responses to the 100% Permit Set review from the Planning Department. We submitted this set with a separate narrative describing all changes by the August 3rd deadline.

Enlarged Elevations

Building Section

EMERGENCY ESCAPE AND RESCUE OPENINGPER CBC SECTION 1029: MIN. 20" WIDE, MIN.24" HIGH, MIN. 5.7 S.F.

1t WINDOW TAG, SEE WINDOW SCHEDULE SHEET A721

STOREFRONT TAG, SEE STOREFRONT SCHEDULE SHEET A7211t

LEVEL-1

TOWER ROOF PLATE

2

AMENITY ROOF PLATE

PORTE COCHERE PLATE

1

ST02ST03ST03

ST10 ST10 ST10 ST10 ST10

MAT

CH

LIN

E

2 / A

311

12'-0

"15'-9

"

28'-8

1/4

"

ST09a ST09a ST09a

LEVEL-1

LEVEL-2

LEVEL-3

ROOF PLATE

4 23

3.0.01

LEVEL-1 PLATE

LEVEL-2 PLATE

AMENITY ROOF PLATE

D1 D1

ST05 ST03 ST03 ST04

3.0.08

MAT

CH

LIN

E

1 / A

311

9'-1

"9'

-1"

9'-1

"

12'-0

"

1

23



Developer

COPYRIGHT ©

Email:



DateID Description

7/28

/201

5 2:

58:0

4 P

M

130406

BUTT

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ENLARGEDELEVATIONS

A3112015

[email protected]

Robert Valdez

--Michael Gould

KEY NOTES3.0.01 ASPHALT COMPOSITION SHINGLE ROOF, TYP.3.0.02 MASONRY STONE VENEER, TYP.3.0.03 FIBER CEMENT LAP SIDING, COLOR #13.0.04 FIBER CEMENT LAP SIDING, COLOR #23.0.05 VINYL FIN WINDOWS, TYP.3.0.06 PAINTED WOOD POSTS, BEAMS, AND TRIM. COLOR #33.0.07 ALUMINUM STOREFRONT & GLAZING SYSTEM, TYP.3.0.08 PAINTED METAL GUARDRAIL @ DECKS, TYP. COLOR #33.0.09 PAINTED TRIM, BOARD, AND BATTEN. COLOR #3

GENERAL NOTES

SYMBOL LEGEND

1 REFER TO SHEETS AD-60 THRU AD-64 FOR WINDOW, DOOR AND WALL OPENINGMOISTURE BARRIER INSTALLATION REQUIREMENTS.

2 PROVIDE (3) LAYERS OF 60 MINUTE GRADE +/- "D" BLDG PAPER AT CEMENT PLASTERFINISH. SEE SPECS.

3 ALL HORIZONTAL PLASTER SURFACES 3" OR MORE IN DEPTH WILL RECEIVE S.A.M.F.WEATHERBOARD LAPPED WITH BUILDING PAPER PRIOR TO THE APPLICATION OFWIRE LATH & PLASTER. WEATHERBOARD LAP WITH BLDG PAPER REFER TO DETAILS.

4 CONNECT ALL BUILDING RAIN GUTTER DOWNSPOUTS AND DECK DRAINS TO SUBGRADE DRAINGAGE SYSTEM - SEE CIVIL PLANS.

5 IT IS THE INTENT OF THESE DOCUMENTS THAT DOORS AND WINDOW HEADERS SHALLALIGN WHERE ADJACENT, U.O.N.

6 PROVIDE TEMPERED GLASS AT GLASS LOCATIONS WITHIN 18" VERTICALLY OFADJACENT GRADE AND FLOOR, AND AREAS WITHIN 18" LATERALLY OR VERTICALLYOF A DOOR.

7 PAINT EXPOSED METAL FLASHINGS TO MATCH COLOR ADJACENT SURFACES.8 SEE FLOOR PLANS FOR ADDITIONAL WINDOW & DOOR IDENTIFICATION - SEE

SCHEDULES FOR MORE INFORMATION.9 EXTEND SHEATHING TO NEAREST INSIDE OR OUTSIDE WALL CORNER TO OBTAIN

CONTINUOUS FLUSH WALL FINISHES10 U.O.N. ON ELEVATIONS, PROVIDE CONTROL OR EXPANSION JOINTS IN EXTERIOR

PLASTER AT 12'-0" O.C. MAX EACH WAY.11 SEPARATE ALL DISSIMILAR METALS12 REFER TO AD-10 THRU AD-12 FOR WALL ASSEMBLY DETAILS13 U.O.N. SEE SHEET A301 FOR BUILDING SECTION AND WALL SECTION CALL OUTS

1/8" = 1'-0" 1ENLARGED ELEVATION - 1


KEY PLAN

2

1


EMERGENCY ESCAPE AND RESCUE OPENINGPER CBC SECTION 1029: MIN. 20" WIDE, MIN.24" HIGH, MIN. 5.7 S.F.

1t WINDOW TAG, SEE WINDOW SCHEDULE SHEET A721

STOREFRONT TAG, SEE STOREFRONT SCHEDULE SHEET A7211t

LEVEL-1

TOWER ROOF PLATE

2

AMENITY ROOF PLATE

PORTE COCHERE PLATE

1

ST02ST03ST03

ST10 ST10 ST10 ST10 ST10

MAT

CH

LIN

E

2 / A

311

12'-0

"15'-9

"

28'-8

1/4

"

ST09a ST09a ST09a

LEVEL-1

LEVEL-2

LEVEL-3

ROOF PLATE

4 23

3.0.01

LEVEL-1 PLATE

LEVEL-2 PLATE

AMENITY ROOF PLATE

D1 D1

ST05 ST03 ST03 ST04

3.0.08

MAT

CH

LIN

E

1 / A

311

9'-1

"9'

-1"

9'-1

"

12'-0

"

1

23



Developer

COPYRIGHT ©

Email:



DateID Description

7/28

/201

5 2:

58:0

4 P

M

130406

BUTT

ERFI

ELD

RETI

REME

NTBU

TTER

FIEL

D B

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LEVA

RD

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OR

GAN

HIL

L, C

A 95

037


ENLARGEDELEVATIONS

A3112015

[email protected]

Robert Valdez

--Michael Gould

KEY NOTES3.0.01 ASPHALT COMPOSITION SHINGLE ROOF, TYP.3.0.02 MASONRY STONE VENEER, TYP.3.0.03 FIBER CEMENT LAP SIDING, COLOR #13.0.04 FIBER CEMENT LAP SIDING, COLOR #23.0.05 VINYL FIN WINDOWS, TYP.3.0.06 PAINTED WOOD POSTS, BEAMS, AND TRIM. COLOR #33.0.07 ALUMINUM STOREFRONT & GLAZING SYSTEM, TYP.3.0.08 PAINTED METAL GUARDRAIL @ DECKS, TYP. COLOR #33.0.09 PAINTED TRIM, BOARD, AND BATTEN. COLOR #3

GENERAL NOTES

SYMBOL LEGEND

1 REFER TO SHEETS AD-60 THRU AD-64 FOR WINDOW, DOOR AND WALL OPENINGMOISTURE BARRIER INSTALLATION REQUIREMENTS.

2 PROVIDE (3) LAYERS OF 60 MINUTE GRADE +/- "D" BLDG PAPER AT CEMENT PLASTERFINISH. SEE SPECS.

3 ALL HORIZONTAL PLASTER SURFACES 3" OR MORE IN DEPTH WILL RECEIVE S.A.M.F.WEATHERBOARD LAPPED WITH BUILDING PAPER PRIOR TO THE APPLICATION OFWIRE LATH & PLASTER. WEATHERBOARD LAP WITH BLDG PAPER REFER TO DETAILS.

4 CONNECT ALL BUILDING RAIN GUTTER DOWNSPOUTS AND DECK DRAINS TO SUBGRADE DRAINGAGE SYSTEM - SEE CIVIL PLANS.

5 IT IS THE INTENT OF THESE DOCUMENTS THAT DOORS AND WINDOW HEADERS SHALLALIGN WHERE ADJACENT, U.O.N.

6 PROVIDE TEMPERED GLASS AT GLASS LOCATIONS WITHIN 18" VERTICALLY OFADJACENT GRADE AND FLOOR, AND AREAS WITHIN 18" LATERALLY OR VERTICALLYOF A DOOR.

7 PAINT EXPOSED METAL FLASHINGS TO MATCH COLOR ADJACENT SURFACES.8 SEE FLOOR PLANS FOR ADDITIONAL WINDOW & DOOR IDENTIFICATION - SEE

SCHEDULES FOR MORE INFORMATION.9 EXTEND SHEATHING TO NEAREST INSIDE OR OUTSIDE WALL CORNER TO OBTAIN

CONTINUOUS FLUSH WALL FINISHES10 U.O.N. ON ELEVATIONS, PROVIDE CONTROL OR EXPANSION JOINTS IN EXTERIOR

PLASTER AT 12'-0" O.C. MAX EACH WAY.11 SEPARATE ALL DISSIMILAR METALS12 REFER TO AD-10 THRU AD-12 FOR WALL ASSEMBLY DETAILS13 U.O.N. SEE SHEET A301 FOR BUILDING SECTION AND WALL SECTION CALL OUTS



KEY PLAN

2

1


Weeks 9 - 11San Bruno Plaza Mixed-Use Development

(Design Development)

Beginning Week 9, I supported a series of Design Development (DD) tasks for the San Bruno Plaza

project, an 83-unit mixed-use (retail and residential) development with my mentor and buddy, Ariel Abalos. The major tasks involved the following:

Task 1: Addition of dimensioning to the overall floor plans of all four levels, Task 2: Set up enlarged plan sheets with sections for the common spaces (i.e., amenties such as the club and fitness rooms) and the retail and leasing lobby spaces, Task 3: Addition of stairs to stair wells, Task 4: Extraction of wall sections which would assist the job captain with Task 5, Task 5: Creation of exterior building elevations.

West Elevation

Southeast Elevation

9' -

8 1/

4"

12' -

5 3

/4"

@ 10%7' - 3 1/2" 16' - 6"

@ 10%7' - 0"

2.0%10' -

11

1/8"

28.54

16.53

23.01

7A411

8A411

10A411

1A412

2A412

3A4125

A412

AVG GRADE PLANE

9' -

11 7

/8"

19.10

30.10

16.53

27.60

7A411

8A411

10A411

1A412

2A412

3A412

49' -

2"

5A412

AVG GRADE PLANE

51' -

0 7

/8"

8A414

9A414

9A415

11A415

IT IS THE CLIENT'S RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TONOTIFY THE ARCHITECT IN WRITING OF ANY PERCEIVED ERRORS OR OMISSIONSIN THE PLANS AND SPECIFICATIONS OF WHICH A CONTRACTOR THOROUGHLYKNOWLEDGABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTIONSHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS ADDRESSES SUCHPERCIEVED ERRORS OR OMISSIONS SHALL BE RECIEVED FROM THE ARCHITECTPRIOR TO THE CLIENT OR CLIENT'S SUBCONTRACTORS PROCEEDING WITH THEWORK. THE CLIENT WILL BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTIONIF THESE PROCEDURES ARE NOT FOLLOWED.


Developer

FOR REFERENCE ONLY

COPYRIGHT ©

Email:



DateID Description

50% DD SET

8/14

/201

5 7:

28:3

6 PM

20150053

THE

PLAZ

A

San

Brun

o

Sares Regis901 Mariners Island Blvd

BUILDINGSECTIONS

A401

Ruth Kleinman

[email protected]

Michael Gould

San Mateo, CA 04404

1/8" = 1'-0" 2SECTION B

1/8" = 1'-0" 1SECTION A

AVG GRADE PLANE

AVG GRADE PLANE

AVG GRADE PLANE

AVG GRADE PLANE

AVG GRADE PLANE

7A411

AVG GRADE PLANE

3A515

9A411

AVG GRADE PLANE

8A514

9A411

AVG GRADE PLANE

10A514

4A515

7A411

8A411

AVG GRADE PLANE

AVG GRADE PLANE

AVG GRADE PLANE

AVG GRADE PLANE

IT IS THE CLIENT'S RESPONSIBILITY PRIOR TO OR DUNOTIFY THE ARCHITECT IN WRITING OF ANY PERCEIVIN THE PLANS AND SPECIFICATIONS OF WHICH A CONKNOWLEDGABLE WITH THE BUILDING CODES AND MESHOULD REASONABLY BE AWARE. WRITTEN INSTRUCPERCIEVED ERRORS OR OMISSIONS SHALL BE RECIEPRIOR TO THE CLIENT OR CLIENT'S SUBCONTRACTOWORK. THE CLIENT WILL BE RESPONSIBLE FOR ANY IF THESE PROCEDURES ARE NOT FOLLOWED.

KTGY Group, Inc.580 Second Street, Oakland, California ktgy.com510 272 2910KTGY Project No:Project Contact:

Developer

FOR REFERENC

COPYRIGHT ©

Email:



DateID D

50% DD SET

8/17

/201

5 6:

55:2

7 PM

THE

PLAZ

A

San

Brun

o


WALL SEC

A

rkleinm

San Mateo, CA 04404

1/4" = 1'-0" 1EAST WALL SECTION 3




1/4" = 1'-0" 7NORTH WALL SECTION 1


1/4" = 1'-0" 9BACKYARD WEST WALL SECTION




AVG GRADE PLANE

AVG GRADE PLANE

AVG GRADE PLANE

AVG GRADE PLANE

AVG GRADE PLANE

7A411

AVG GRADE PLANE

3A515

9A411

AVG GRADE PLANE

8A514

9A411

AVG GRADE PLANE

10A514

4A515

7A411

8A411

AVG GRADE PLANE

AVG GRADE PLANE

AVG GRADE PLANE

AVG GRADE PLANE

IT IS THE CLIENT'S RESPONSIBILITY PRIOR TO OR DUNOTIFY THE ARCHITECT IN WRITING OF ANY PERCEIVIN THE PLANS AND SPECIFICATIONS OF WHICH A CONKNOWLEDGABLE WITH THE BUILDING CODES AND MESHOULD REASONABLY BE AWARE. WRITTEN INSTRUCPERCIEVED ERRORS OR OMISSIONS SHALL BE RECIEPRIOR TO THE CLIENT OR CLIENT'S SUBCONTRACTOWORK. THE CLIENT WILL BE RESPONSIBLE FOR ANY IF THESE PROCEDURES ARE NOT FOLLOWED.

KTGY Group, Inc.580 Second Street, Oakland, California ktgy.com510 272 2910KTGY Project No:Project Contact:

Developer

FOR REFERENC

COPYRIGHT ©

Email:



DateID D

50% DD SET

8/17

/201

5 6:

55:2

7 PM

THE

PLAZ

A

San

Brun

o


WALL SEC

A

rkleinm

San Mateo, CA 04404







1/4" = 1'-0" 9BACKYARD WEST WALL SECTION




AVG GRADE PLANE

AVG GRADE PLANE

AVG GRADE PLANE

AVG GRADE PLANE

9A514

AVG GRADE PLANEAVG GRADE PLANEAVG GRADE PLANEAVG GRADE PLANEAVG GRADE PLANE

AVG GRADE PLANE

IT IS THE CLIENT'S RENOTIFY THE ARCHITEIN THE PLANS AND SPKNOWLEDGABLE WITSHOULD REASONABLPERCIEVED ERRORSPRIOR TO THE CLIENWORK. THE CLIENT WIF THESE PROCEDUR

KTGY G580 SecOaklandktgy.com510 272KTGY PProject Con

Develop

FOR

COPYRIGHT ©

Email:

Principal:Project Des

Sheet Issues &

DID

50% DD

8/17

/201

5 6:

55:1

7 PM

THE

PLAZ

A

Sares Reg901 Mariner

W

San Mateo,

1/4" = 1'-0" 1WALL SECTION




1/4" = 1'-0" 5WALL SECTION 1/4" = 1'-0" 6WALL SECTION 1/4" = 1'-0" 7WALL SECTION 1/4" = 1'-0" 8WALL SECTION 1/4" = 1'-0" 9WALL SECTION


Building Section

Wall Sections

In Task 5, I learned about the framing support system behind the façade used to articulate the building exterior—using 2”x10”, 2”x8”, 2”x6”, and 2”x4” framing components—to accommodate the small setbacks and recessed openings and balconies in the façade.

This framing strategy satisfied the larger design intent while keeping the building walls constructible so close to the adjacent property line—only 15 inches away—mainly for shoring purposes. During Week 10, I supported the 50% DD set with sheet layouts and views for stairs, trash rooms, wall sections, exterior elevations, and site plan for San Bruno Plaza.

East Elevation

T A Y L O R A V E N U E

M A

S T

I C K

A V

E N

U E

Alternate 1Alternate 1

Alte

rnat

e 3.

2 - F

irst L

evel

3BR

Ove

r Ret

ail

Alte

rnat

e 3.

2 - F

irst L

evel

3BR

Ove

r Ret

ail

Alte

rnat

e 3.

2 - F

irst L

evel

Alternate 3.2 - First Level

R3 NON-ACCESS.

R3NON-ACCESS

R3NON-ACCESS

R3

NO

N-AC

CESS

R3NON-ACCESS.

R3NON-ACCESS

R3NON-ACCESS

R3

NO

N-A

CC

ESS

R3 NON-ACCESS.

R3NON-ACCESS

R3NON-ACCESS

R3

NO

N-AC

CESS

R3NO

N-A

CCESS.

R3 NON-

ACCE

SS

R3 NON-

ACCE

SS

R3NON-ACCESS

R3NON-ACCESS.

R3NON-ACCESS

R3NON-ACCESS

R3NON-ACCESS

R3NON-A

CCESS.

R3NON-ACCESS

R3NON-ACCESS

R3

NO

N-AC

CESS

R3NON-A

CCESS.

R3NON-ACCESS

R3NON-ACCESS

R3

NO

N-AC

CESS

R3NON-ACCESS.

R3NON-ACCESS

R3NON-ACCESS

R3

NO

N-A

CC

ESS


M A

S T

I C K

A V

E N

U E

DN


M A

S T

I C K

A V

E N

U E

FD

1A401

2A401

A3014

1

1

10

10

A A

L L

A3011

A3012

46' - 6"

16' -

11

1/4"

BOILEREXHAUST

5' - 6"

2' - 6"

TRASHCHUTE@ ROOF

ELEVATOR OVERRUN

4' - 0"

2' - 6"

2' - 6"

2' - 6"

2' - 6"

MATCH LINEMATCH LINE

A3013

A3023

A3025

A3021A302

2

A302

4

7.1

7.1

3.4

3.4

3.3

3.3

2.2

2.2

232'

- 4"

44' - 11 3/8"

73' - 2 1/2"

2" AIR GAP

0' -

5 1/

2"

A5152

A3015

A3016

A3027

A3026

A3028

A3029

A30210

A30212

A30211

3.1

3.1

SLOPE DOWN 1/2" PER FOOTMIN., TYP., U.N.O.

RAINWATER LEADER TYP.W/ TRIBUTARY AREA

RWLXX SF

FLOOR DRAIN (FLOOR SLOPE2% MAX)

HOSE BIBB

HATCHED AREA:FIREWALL ASSEMBLY, NOPENETRATION ZONE, TYP.SEE DETAILS

ROOF DRAIN ANDOVERFLOW, S.P.D.

WALK PADS

IT IS THE CLIENT'S RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TONOTIFY THE ARCHITECT IN WRITING OF ANY PERCEIVED ERRORS OR OMISSIONSIN THE PLANS AND SPECIFICATIONS OF WHICH A CONTRACTOR THOROUGHLYKNOWLEDGABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTIONSHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS ADDRESSES SUCHPERCIEVED ERRORS OR OMISSIONS SHALL BE RECIEVED FROM THE ARCHITECTPRIOR TO THE CLIENT OR CLIENT'S SUBCONTRACTORS PROCEEDING WITH THEWORK. THE CLIENT WILL BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTIONIF THESE PROCEDURES ARE NOT FOLLOWED.


Developer

FOR REFERENCE ONLY

COPYRIGHT ©

Email:



DateID Description

100% DD SET

8/19

/201

5 8:

06:5

7 PM

20150053

THE

PLAZ

A

San

Brun

o


ROOF LEVEL 1OVERALL PLAN

A240

Ruth Kleinman

[email protected]

Michael Gould

San Mateo, CA 04404

3/32" = 1'-0" 1ROOF LEVEL-1 - OVERALL PLAN

KEY NOTES

SYMBOL LEGEND

GENERAL NOTES1 PROVIDE "TPO" THERMOPLASTIC MEMBRANE ROOFING. CLASS 'A' 1-HR APROVED

SYSTEM, INSTALLED PER MFR RECOMMENDATIONS2 ROOF SLOPE SHALL BE 1/2" PER FT. CRICKET SLOPE SHALL BE 1" PER FT, TYP. MIN

SLOPE ALONG VALLEYS SHALL BE 1/4" PER FT, TYP3 PROVIDE BATT INSULATION BEGINNING 6" ABOVE CLG BOARD AND FILLING ROOF

FRAMING BAYS IN REMAINING SPACE ABOVE. TYP FOR ROOFS AT ALL LEVELS4 NET FREE VENTILATION AREA (NFVA) REQMT CALCULATED PER CBC SECTION 1203.25 ATTIC VENTILATION NOT REQ'D. ROOF JOIST SPACES ARE FULLY INSULATED.7 NO ROOFING PENETRATIONS (I.E. PLUMBING OR DRYER VENTS, HVAC FLUES, FANS,

EQUIP ETC) SHALL OCCUR WITHIN 18" OF VALLEYS, HIPS, OR RIDGES. AT ALLPLUMBING ADJACENT TO 2 HOUR FIRE WALL AND AT NO-ROOF-PENETRATIONHATCHED AREA, PLUMBING AND PIPING SHALL BE OFFSET.

8 VERIFY SIZE AND LOCATION OF ALL ROOF PENETRATIONS AND EQUIPMENT WITHSTRUC, MECH, ELEC, AND PLUMB

9 WHERE REQ. BY SIZE OF DUCTS, ROOF TRUSSES SHALL BE BLOCKED OUT, WITHFRAMING THE FULL HEIGHT OF TRUSSES TO ALLOW DRYWALL AT CEILING TO BEINSTALLED FLUSH ACROSS SPREAD JOISTS, SEE MECH PLANS FOR DUCT SIZES.

10 COORDINATE WITH MECH, PLUMB, ELEC DRAWINGS FOR VERIFICATION OF ALL VENTLOCATIONS. CONDUIT PENETRATIONS, UNIT SIZES ETC. MINIMIZE TOTAL # OF VENTS,ETC. BY RUNNING NEIGHBORING PENETRATIONS AND ROUTING ELECTRICALCONDUIT IN MECH CHASE WHEN POSSIBLE.

11 ROOF HEIGHTS SHOWN IN PLAN ARE BASED ON THE DETAIL TO THE RIGHT. ALL SPOTELEVATIONS ON PLAN ARE FOR REFERENCE ONLY. MAINTAIN THE MINIMUM SLOPESAS SHOWN.

12 PROVIDE WALK PADS FOR ACCESS & SERVICE OF ROOF EQUIPMENT THROUGHOUT13 DIMENSIONS FOR LOCATIONS AND SIZES OF RAISED MECHANICAL PADS ARE

APPROXIMATE. CONTRACTOR SHALL VERIFY EQUIPMENT SIZES AND INSTALLATIONREQUIREMENTS.

14 REFER TO EXTERIOR ELEVATIONS FOR DOWNSPOUT LOCATIONS AND ADDITIONALINFORMATION.

15 AS REQD BY CBC SEC. 1013.5 : 42" MIN. GUARDRAILS SHALL BE PROVIDED WHEREAPPLIANCES, EQUIP, FANS, ROOF HATCHES OR OTHER COMPONENTS THAT REQUIRESVC ARE LOCATED WITHIN 10 FEET OF A ROOF EDGE OR OPEN EDGE OR OPEN SIDEOF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30INCHES ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BECONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A SPHERE 21 INCHES INDIAMETER

16 REFER TO SHEET A214 FOR DIMENSONS & ADDITIONAL INFORMATION

NOTE: FOR ANY DIMENSIONS NOT SHOWN, SEE SHEETS A210 AND A220.

N

Site Visit2655 Bush Street Condominiums

(Construction Administration)

On Week 9, I visited my first KTGY project site with Construction Administrator, Lester Green, at the

2655 Bush Street condominium complex project in San Francisco, California. During the visit, we toured the site to inspect the recent progress of the construction phase. We also spoke with the General Contractor about a delay in the completion of the roof due to ambiguous details in the structural engineering drawings regarding a roof-mounted tie-back assembly.

North Elevation

Lester Green

Underpasses Intern Design Day Challenge

On Thursday, August 13th, all Oakland interns participated in KTGY’s annual Intern Design

Challenge. This year’s challenge focused on designing a public space under a highway overpass near the Oakland office. Discussion about this space under the overpass was spawned as the design of KTGY’s projects at 5th Street and Madison Avenue progressed. The design team sought to improve such underutilized spaces surrounding the project area. For the Intern Design Challenge, interns designed an intervention that oriented itself to the local population and neighborhood but was also mindful of transient populations.

The underpass currently serves as a parking lot, which provides an unpleasant pedestrian experience as a passageway. Interns challenged themselves to create

Lake Merritt

Jack London

Chinatown

Downtown

Headerstructures, parks, and open spaces for the public. We considered lighting, security, durability, daytime/nighttime functions, circulation, indoor/outdoor functions, texture, and materials.

Interns had about seven hours to complete the task. Designs consisting of site plans, 3-D vignettes, and sketches were presented to the entire office. My design featured a “Shell Gallery”—an open space dedicated to public art by local community organizations. The concave curvature of the 6-foot high exhibit walls serve to both deflect and absorb sound from the noisy traffic traveling through the underpass while providing a quieter, more insulated art viewing experience on the other side of the walls.

My fellow interns Vincent Agoe, Rey Cai, Tyler Duncan, and Shirley Huang showcased many interesting visions for the site. The Oakland office enjoyed our presentations and the discussions that followed!