Date post: | 27-Jul-2016 |
Category: |
Documents |
Upload: | john-luke-schroeder |
View: | 214 times |
Download: | 1 times |
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.
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:
05/22/2015 100% DD SET
6/17
/201
5 1:
50:1
6 PM
Lennar100 Pine Street, Ste. 2260San Francisco, CA 94111
UNIT PLANS -TYPE B
450
Mon
tagu
e
A-511
450
MO
NTA
GU
E EX
RES
SWAY
, MIL
PITA
S C
A95
035
Zac Miles
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"
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:
05/22/2015 100% DD SET
6/17
/201
5 1:
50:1
6 PM
Lennar100 Pine Street, Ste. 2260San Francisco, CA 94111
UNIT PLANS -TYPE B
450
Mon
tagu
e
A-511
450
MO
NTA
GU
E EX
RES
SWAY
, MIL
PITA
S C
A95
035
Zac Miles
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
COMPARTMENT TOILET BEYOND
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:
05/22/2015 100% DD SET
6/17
/201
5 1:
51:0
4 PM
Lennar100 Pine Street, Ste. 2260San Francisco, CA 94111
INTERIORELEVATIONS-BATHS
450
Mon
tagu
e
A-601
450
MO
NTA
GU
E EX
RES
SWAY
, MIL
PITA
S C
A95
035
Zac Miles
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
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
COMPARTMENT TOILET BEYOND
6.0.12
6.0.16
EQ EQ
COMPARTMENT TOILET BEYOND
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:
05/22/2015 100% DD SET
6/17
/201
5 1:
51:0
4 PM
Lennar100 Pine Street, Ste. 2260San Francisco, CA 94111
INTERIORELEVATIONS-BATHS
450
Mon
tagu
e
A-601
450
MO
NTA
GU
E EX
RES
SWAY
, MIL
PITA
S C
A95
035
Zac Miles
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
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
COMPARTMENT TOILET BEYOND
6.0.12
6.0.16
EQ EQ
COMPARTMENT TOILET BEYOND
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:
05/22/2015 100% DD SET
6/17
/201
5 1:
51:0
4 PM
Lennar100 Pine Street, Ste. 2260San Francisco, CA 94111
INTERIORELEVATIONS-BATHS
450
Mon
tagu
e
A-601
450
MO
NTA
GU
E EX
RES
SWAY
, MIL
PITA
S C
A95
035
Zac Miles
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
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
COMPARTMENT TOILET BEYOND
6.0.12
6.0.16
EQ EQ
COMPARTMENT TOILET BEYOND
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:
05/22/2015 100% DD SET
6/17
/201
5 1:
51:0
4 PM
Lennar100 Pine Street, Ste. 2260San Francisco, CA 94111
INTERIORELEVATIONS-BATHS
450
Mon
tagu
e
A-601
450
MO
NTA
GU
E EX
RES
SWAY
, MIL
PITA
S C
A95
035
Zac Miles
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
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
COMPARTMENT TOILET BEYOND
6.0.12
6.0.16
EQ EQ
COMPARTMENT TOILET BEYOND
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:
05/22/2015 100% DD SET
6/17
/201
5 1:
51:0
4 PM
Lennar100 Pine Street, Ste. 2260San Francisco, CA 94111
INTERIORELEVATIONS-BATHS
450
Mon
tagu
e
A-601
450
MO
NTA
GU
E EX
RES
SWAY
, MIL
PITA
S C
A95
035
Zac Miles
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
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
COMPARTMENT TOILET BEYOND
6.0.12
6.0.16
EQ EQ
COMPARTMENT TOILET BEYOND
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:
05/22/2015 100% DD SET
6/17
/201
5 1:
51:0
4 PM
Lennar100 Pine Street, Ste. 2260San Francisco, CA 94111
INTERIORELEVATIONS-BATHS
450
Mon
tagu
e
A-601
450
MO
NTA
GU
E EX
RES
SWAY
, MIL
PITA
S C
A95
035
Zac Miles
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
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
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
COMPARTMENT TOILET BEYOND
6.0.12
6.0.16
EQ EQ
COMPARTMENT TOILET BEYOND
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:
05/22/2015 100% DD SET
6/17
/201
5 1:
51:0
4 PM
Lennar100 Pine Street, Ste. 2260San Francisco, CA 94111
INTERIORELEVATIONS-BATHS
450
Mon
tagu
e
A-601
450
MO
NTA
GU
E EX
RES
SWAY
, MIL
PITA
S C
A95
035
Zac Miles
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
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
COMPARTMENT TOILET BEYOND
6.0.12
6.0.16
EQ EQ
COMPARTMENT TOILET BEYOND
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:
05/22/2015 100% DD SET
6/17
/201
5 1:
51:0
4 PM
Lennar100 Pine Street, Ste. 2260San Francisco, CA 94111
INTERIORELEVATIONS-BATHS
450
Mon
tagu
e
A-601
450
MO
NTA
GU
E EX
RES
SWAY
, MIL
PITA
S C
A95
035
Zac Miles
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
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
COMPARTMENT TOILET BEYOND
6.0.12
6.0.16
EQ EQ
COMPARTMENT TOILET BEYOND
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:
05/22/2015 100% DD SET
6/17
/201
5 1:
51:0
4 PM
Lennar100 Pine Street, Ste. 2260San Francisco, CA 94111
INTERIORELEVATIONS-BATHS
450
Mon
tagu
e
A-601
450
MO
NTA
GU
E EX
RES
SWAY
, MIL
PITA
S C
A95
035
Zac Miles
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
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
COMPARTMENT TOILET BEYOND
6.0.12
6.0.16
EQ EQ
COMPARTMENT TOILET BEYOND
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:
05/22/2015 100% DD SET
6/17
/201
5 1:
51:0
4 PM
Lennar100 Pine Street, Ste. 2260San Francisco, CA 94111
INTERIORELEVATIONS-BATHS
450
Mon
tagu
e
A-601
450
MO
NTA
GU
E EX
RES
SWAY
, MIL
PITA
S C
A95
035
Zac Miles
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
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
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
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:
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
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
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
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
"
SEE INTERIOR DESIGN DRAWINGS.
B
A549 2A
2B
11'-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:
Sheet Issues & Revision Log
DateID Description
7/28
/201
5 3:
02:5
7 P
M
130406
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
ENLARGED PLANS& INTERIOR
ELEVATIONS
A5492015
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
04/03/15 100% DESIGN DEVELOPMENT04/25/15 50% CONST. DOCUMENTS05/29/15 100% CONST. DOCUMENTS
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
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 3706S-1P
SALSBURYU.S . MAIL
OUTGOING MAIL
3706D-10
SALSBURYU.S . MAIL
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
"
SEE INTERIOR DESIGN DRAWINGS.
B
A549 2A
2B
11'-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:
Sheet Issues & Revision Log
DateID Description
7/28
/201
5 3:
02:5
7 P
M
130406
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
ENLARGED PLANS& INTERIOR
ELEVATIONS
A5492015
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
04/03/15 100% DESIGN DEVELOPMENT04/25/15 50% CONST. DOCUMENTS05/29/15 100% CONST. DOCUMENTS
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
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:
Sheet Issues & Revision Log
DateID Description
7/28
/201
5 2:
59:3
0 P
M
130406
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
BUILDINGSECTIONS
A4012015
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
1/16" = 1'-0" 2BUILDING SECTION
1/16" = 1'-0" 3BUILDING SECTION
1/16" = 1'-0" 4BUILDING SECTION
04/03/15 100% DESIGN DEVELOPMENT04/25/15 50% CONST. DOCUMENTS05/29/15 100% CONST. DOCUMENTS
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
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:
Sheet Issues & Revision Log
DateID Description
7/28
/201
5 2:
58:0
4 P
M
130406
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
ENLARGEDELEVATIONS
A3112015
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
1/8" = 1'-0" 2ENLARGED ELEVATION - 2
KEY PLAN
2
1
04/03/15 100% DESIGN DEVELOPMENT04/25/15 50% CONST. DOCUMENTS05/29/15 100% CONST. DOCUMENTS
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
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:
Sheet Issues & Revision Log
DateID Description
7/28
/201
5 2:
58:0
4 P
M
130406
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
ENLARGEDELEVATIONS
A3112015
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
1/8" = 1'-0" 2ENLARGED ELEVATION - 2
KEY PLAN
2
1
04/03/15 100% DESIGN DEVELOPMENT04/25/15 50% CONST. DOCUMENTS05/29/15 100% CONST. DOCUMENTS
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.
KTGY Group, Inc.580 Second Street, Suite 200Oakland, California 94607ktgy.com510 272 2910KTGY Project No:Project Contact:
Developer
FOR REFERENCE ONLY
COPYRIGHT ©
Email:
Principal:Project Designer:
Sheet Issues & Revision Log
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
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:
Principal:Project Designer:
Sheet Issues & Revision Log
DateID D
50% DD SET
8/17
/201
5 6:
55:2
7 PM
THE
PLAZ
A
San
Brun
o
Sares Regis901 Mariners Island Blvd
WALL SEC
A
rkleinm
San Mateo, CA 04404
1/4" = 1'-0" 1EAST WALL SECTION 3
1/4" = 1'-0" 2EAST WALL SECTION 4
1/4" = 1'-0" 3EAST WALL SECTION 5
1/4" = 1'-0" 4EAST WALL SECTION 6
1/4" = 1'-0" 7NORTH WALL SECTION 1
1/4" = 1'-0" 8NORTH WALL SECTION 2
1/4" = 1'-0" 9BACKYARD WEST WALL SECTION
1/4" = 1'-0" 10NORTH WALL SECTION 3
1/4" = 1'-0" 11EAST WALL SECTION 1
1/4" = 1'-0" 12EAST WALL SECTION 2
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:
Principal:Project Designer:
Sheet Issues & Revision Log
DateID D
50% DD SET
8/17
/201
5 6:
55:2
7 PM
THE
PLAZ
A
San
Brun
o
Sares Regis901 Mariners Island Blvd
WALL SEC
A
rkleinm
San Mateo, CA 04404
1/4" = 1'-0" 1EAST WALL SECTION 3
1/4" = 1'-0" 2EAST WALL SECTION 4
1/4" = 1'-0" 3EAST WALL SECTION 5
1/4" = 1'-0" 4EAST WALL SECTION 6
1/4" = 1'-0" 7NORTH WALL SECTION 1
1/4" = 1'-0" 8NORTH WALL SECTION 2
1/4" = 1'-0" 9BACKYARD WEST WALL SECTION
1/4" = 1'-0" 10NORTH WALL SECTION 3
1/4" = 1'-0" 11EAST WALL SECTION 1
1/4" = 1'-0" 12EAST WALL SECTION 2
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" 2WALL SECTION
1/4" = 1'-0" 3WALL SECTION
1/4" = 1'-0" 4WALL 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
1/4" = 1'-0" 10WALL 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
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
DN
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
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.
KTGY Group, Inc.580 Second Street, Suite 200Oakland, California 94607ktgy.com510 272 2910KTGY Project No:Project Contact:
Developer
FOR REFERENCE ONLY
COPYRIGHT ©
Email:
Principal:Project Designer:
Sheet Issues & Revision Log
DateID Description
100% DD SET
8/19
/201
5 8:
06:5
7 PM
20150053
THE
PLAZ
A
San
Brun
o
Sares Regis901 Mariners Island Blvd
ROOF LEVEL 1OVERALL PLAN
A240
Ruth Kleinman
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!