Download as PDF, PPTX
![BOARD
ROOM
2131
PANTRY
2132
EXECUTIVE
OFFICE
2135
OPEN
OFFICE
2136
H
OFFICE
2139
225
OFFICE
2137
RESTROOM
2133 CLOSET
2134
RECEPTION
2120
HALLWAY
2123
TELEPRESENCE
2122
OFFICE
2125
OFFICE
2126
CONF
ROOM
2127
CORRIDOR
2124
62'-1" +/- [FV]
4'-9"
AV CLOSET
2129
225
OFFICE
2138
2'-2"
℄
℄
℄
15'-3"+/-[FV]
5'-3"
27'-2"
14'-6"
14'-6"
23'-4"13'-9"
12'-7" +/- [FV]
4'-0 1/2"
[EQ]
1'-10"
1'-9" +/- [FV]
1'-6"
[EQ]
17'-0" [EQUAL]20'-1 5/8" [COORDINATE W/ POLYCOM]
7'-3"7'-7"
9'-8"
22'-10" +/- [FV]
17'-9" +/- [FV]10'-0"10'-0"
12'-2" +/- [FV]
9'-5"9'-8"
21'-7" +/- [FV]
15'-6"
[EQ][EQ]
16'-4"[EQUAL]7'-7"
4'-101/2"
3
33
2
2
2
2
2
2
3
4
4
U25
A201
A01 A201
11
2a
2
2
2
1
CLOSET
2121
PROJECTION
2130
9'-8"
14'-11 1/4"[VERIFY]
COORDINATE W/ KI
14'-11 1/4"[VERIFY]
COORDINATE W/ KI
15'-6"
9"
ALIGN
N17
A201
U17
A201
1
FE
1
FE
HALLWAY
2140
EXPANSION
OPEN OFFICE
2052
3'-0"
3'-1"
IDF /ELECT.
CLOSET
2023
1
2
1
1
1
1
1
DN
E
E
E
STAIR #3
S3
VESTIBULE
1036
STAIR #3
S3
6'-1"9'-11"8'-0"
7'-11" [EQUAL]7'-11" [EQUAL]
UP
10'-1"
[EQ]3'-4"[EQ]
1'-6"
[EQ]
1/2"
1/2"
1/2"
C/F/P/S
ROOM
2142
6'-2"
2'-1"
1'-8"
2
17'-0" [EQUAL]
1'-7"
4'-0 1/2"
[EQ]
ALIGN
16'-4"[EQUAL]
℄
℄
4'-10"
ALIGN
ALIGN
1
ALIGN
6'-3" +/- [FV] 6 3/4"
14'-11 1/4"[VERIFY]
COORDINATE W/ KI
10'-1"
℄
3'-0"
[EQ]
3'-0"
[EQ]
10'-11"
6"
1'-7"
15'-3"
13'-9" +/- [FV]
18'-2"
12'-6" +/- [FV]
3
33
3
3
3
3
ALIGN
ALIGN
6'-1"
6 3/4"
2 1/4"[VERIFY]
COORDINATE W/ KI 4 1/2"
2 1/4"[VERIFY]
COORDINATE W/ KI 4 1/2"
1 3/4"
2 1/4"[VERIFY]
COORDINATE W/ KI
2 3/4"
4
4
1
ALIGN
1
2
2
11
1
3
6'-7"
4
9 1/4"
5
11'-0"
4
ALIGN
9"
ALIGN
19'-6 5/8" [HOLD]
ALIGN
4
9'-9"+/- [FV]
6
8
7
8
8
7
7
7
7
7 9
7
8
8
8
8
8
8
7
7
8
24'-0" 24'-0" +/- [FV]
10
10
10
19'-9 7/8" [HOLD]
5
5
S01 A501
S01 A501
9"
R
1/2"
RADIUS ALL CORNERS
GRADE II BRAILLE
ALL SIGNS - ADA COMPLIAN
6"
SGM
SGM
9"
R
1/2"
RADIUS ALL CORNERS
GRADE II BRAILLE
ALL SIGNS - ADA COMPLIANT
6"
SGM-2
SGM-1
SGM-1
35/8"
1/8"LATCH
SIDE
35/8"
1/8"LATCH SIDE
INACTIVEACTIVE
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A
010203040506070809101112131415161718192021222324252627282930313233343536
SHEET TITLE
REVISION
PROJECT
SEAL
SHEET DISCLAIMER
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOOR
KANSAS CITY MO 64105
816.842.1878
816.842.1292
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may be
reproduced or utilized in any form without the prior written
authorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
DECEMBER 22, 2008
08318-007
FARMERS INSURANCE GROUP
UNIVERSITY OF FARMERS
30801 AGOURA ROAD (BUILDING ONE)
AGOURA HILLS CA 91301
FARMERS
INSURANCE
CHAIRMAN'S
SUITE
I, Matthew Masilionis, California registered
Architect No. C29101 have prepared the drawings and
assume responsibility for the sheets numbered with an "A"
prefix for the project named above.
Other drawings and specifications attached for the
above-mentioned project have been by and are the
responsibility of the licensed engineer whose stamp and
firm appear on that sheet.
The architect is not responsible for the design of
the mechanical, electrical, plumbing, civil, landscaping,
structural, signage (not specified), fire sprinkler or fire
suppression systems; and does not take responsibility for
the compliance of these areas with the laws of the above
governmental entities. The architect is not responsible for
materials, components or equipment, as well as the
method in which they are installed on the project by
others. The architect is not hired or responsible for
certification, during construction or upon completion of
construction. The architect is not responsible for
improper operation due to faulty installation or product
failure during construction or after completion of
construction when operation has begun by the landlord or
tenant.
The licensed professional whose stamp appears on
sheets other than those specifically noted above shall be
responsible for those items in paragraph three.
PROJECT NUMBER
RC / ST
1. JANUARY 19, 2009 - RESUBMITTAL TO JHA
PERMIT # COMM-12-08-12577
U01NOTES
N
A11FLOOR PLAN
3/16" = 1'-0"
KEY PLAN - 2ND FLOOR
PLAN KEY NOTES:
1. CORNER GUARD PER FINISHES AND SPECIFICATIONS.
2. 1/2" TEMPERED CLEAR FLOAT GLASS. REF. A01/A601
3. LOCATE TACTILE EXIT SIGNAGE PER ADA, ANSI A117.1 & 2007 CBC.
REFERENCE A01/A102. TACTILE EXIT ROUTE SIGNAGE AND TACTILE
ACCESSIBLE SIGNAGE PER ADA, ANSI A117.1 7 2007 CBC LOCATED
WHERE REQUIRED BY JHA. REFERENCE A01/A102.
4. BLOCKING FOR TV MOUNT BRACKET REF: A01/A104
5. LOCATE GYP. BD. CONTROL JOINT.
6. 7/16" OSB PER STRUCTURAL.
7. FRAME WALL PER STRUCTURAL.
8. ANCHOR WALL AT CORNER PER STRUCTURAL.
9. FRAME LID PER STRUCTURAL.
10. CENTER WALL ON CENTER LINE OF BEAM BELOW PER
STRUCTURAL. VERIFY LOCATION AND CONTACT ARCHITECT OF ANY
DIMENSIONAL DISPARITY. REFERENCE STRUCTURAL.
FLOOR PLAN
K. MILLER
A102
AREA OF CONSTRUCTION
A01EXIT SIGNAGE
NTS
1
1
2
1. JANUARY 19, 2009 - RESUBMITTAL TO JHA
PERMIT # COMM-12-08-12577
2. JANUARY 29, 2009 - ASI #3 (RM#2122)
3. FEBRUARY 2, 2009 - ASI #5 [RM#2124 STRUCTURAL]
4. FEBRUARY 2, 2009 - ASI #6 [DOOR#2130]
5. FEBRUARY 2, 2009 - ASI #7 [RM#2135 WALL TYPE 5]
6. FEBRUARY 2, 2009 - ASI #8 [WALL @ WINDOW]
3
3
4
5
6
6](https://image.slidesharecdn.com/farmersagourahillsceooffice-151017224621-lva1-app6891/75/Farmers-Agoura-Hills-CEO-Office-8-2048.jpg)
![C
C
C
C
℄
℄
℄
℄
℄
J
1'-0"
1'-0" 1'-0"
2"
1'-0"
2'-0"
2'-0"
2'-0"
1'-6"
1'-6"
1'-6"
1'-6"
2'-10"
℄
[EQ][EQ]
7'-0" 7'-0" 4'-8" [EQ]
R7'-6"
14'-4"[EQ]
BOARD
ROOM
2131
PANTRY
2132
EXECUTIVE
OFFICE
2135OPEN
OFFICE
2136
H
OFFICE
2139
225
OFFICE
2137
RESTROOM
2133
CLOSET
2134
RECEPTION
2120
HALLWAY
2123
TELEPRESENCE
2122
OFFICE
2125
OFFICE
2126
CONF
ROOM
2127
CORRIDOR
2124
AV CLOSET
2129
225
OFFICE
2138
CLOSET
2121
PROJECTION
2130
A01 A103
L01A103
8'-2"
8'-2"
8'-2"
8'-2"
8'-2"
8'-2"
9'-10"
8'-2"
U09 A103
F01 A103
F01A103
F01 A103
U09A103
U09 A103
R01A103
R01A103
R01 A103
R01 A103
A01 A103
M09A103
2
2
2
2
1
111
1
2
2
2
2
2
1
HALLWAY
2140
EXPANSION
OPEN OFFICE
2052
IDF /ELECT.
CLOSET
2023
DN
4'-0"4'-0"4'-0"
2'-0"
9'-10"
2'-0"
2'-0"
2'-7 1/4"
TYPICAL
C/F/P/S
ROOM
2142
8'-0"
1'-0"
1'-2"
2"
1'-2"
1'-0"
1'-2"
2"
8'-2"
4'-8" [EQ]
2"
2"
4'-0 1/2"
[EQ]
4'-0 1/2"
[EQ]
5'-2" [EQ] 5'-2" [EQ]
14'-4"[EQ]
℄
℄
℄℄
5'-1"
2'-0"
6'-0"5'-0"7'-2"
8'-10"
℄
℄
3
3
3
3
3
1
1
2
4
10" ARMSTRONG AXIOM
PERIMETER TRIM
ACOUSTICAL CEILING TILE
EXPOSED TEE GRID SYSTEM
5/8" GYP. BOARD
DRY WALL GRID SYSTEM
CHANNEL MOLDING
WALL TYPE PER PLAN
HANGER WIRE
9'-0" AFF
8'-2" AFF
10" ARMSTRONG AXIOM
PERIMETER TRIM
ACOUSTICAL CEILING TILE
EXPOSED TEE GRID SYSTEM
5/8" GYP. BOARD
DRY WALL GRID SYSTEM
CHANNEL MOLDING
EXISTING EXTERIOR WALL CONDITION
HANGER WIRE
9'-0" AFF
8'-2" AFF
EXISTING WINDOW SYSTEM
RE: RCP
RE: RCP
10" ARMSTRONG AXIOM
PERIMETER TRIM
ACOUSTICAL CEILING TILE
EXPOSED TEE GRID SYSTEM
5/8" GYP. BOARD
DRY WALL GRID SYSTEM
HANGER WIRE
9'-0" AFF
8'-2" AFF
RE: RCP
10" ARMSTRONG AXIOM
PERIMETER TRIM
ACOUSTICAL CEILING TILE
EXPOSED TEE GRID SYSTEM
5/8" GYP. BOARD
DRY WALL GRID SYSTEM
CHANNEL MOLDING
WALL TYPE PER PLAN
HANGER WIRE
9'-0" AFF
8'-2" AFF
RE: RCP RE: RCP
ARMSTRONG AXIOM
PERIMETER TRIM
9'-0" AFF
2" ARMSTRONG AXIOM PERIMETER TRIM
HANGER WIRE
5/8" GYPSUM BOARD
ACOUSTICAL CEILING TILE
HANGER WIRE
TEE GRID SYSTEM
1'-0"
CHANNEL MOLDING
EXISTING EXTERIOR WALL CONDITION
HANGER WIRE
9'-10" AFF
DRY WALL GRID SYSTEM
CHANNEL MOLDING
HANGER WIRE
DRY WALL GRID SYSTEM
RE: RCP
[NTS]
ARMSTRONG AXIOM
PERIMETER TRIM
9'-0" AFF
9'-10" AFF
2" ARMSTRONG AXIOM PERIMETER TRIM
LIGHT FIXTURE REF. ELECT.
HANGER WIRE
ACOUSTICAL CEILING TILE
HANGER WIRE
TEE GRID SYSTEM
EXPOSED TEE (INVERTED
& SCREWED IN PLACE TO
SUPPORT LIGHT.)
1'-0"
5/8" GYP. BD.
WALL TYPE PER PLAN
RE: RCP
[NTS]
5/8" GYP. BOARD
EXISTING WINDOW SYSTEM
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010203040506070809101112131415161718192021222324252627282930313233343536
SHEET TITLE
REVISION
PROJECT
SEAL
SHEET DISCLAIMER
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOOR
KANSAS CITY MO 64105
816.842.1878
816.842.1292
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may be
reproduced or utilized in any form without the prior written
authorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
DECEMBER 22, 2008
08318-007
FARMERS INSURANCE GROUP
UNIVERSITY OF FARMERS
30801 AGOURA ROAD (BUILDING ONE)
AGOURA HILLS CA 91301
FARMERS
INSURANCE
CHAIRMAN'S
SUITE
I, Matthew Masilionis, California registered
Architect No. C29101 have prepared the drawings and
assume responsibility for the sheets numbered with an "A"
prefix for the project named above.
Other drawings and specifications attached for the
above-mentioned project have been by and are the
responsibility of the licensed engineer whose stamp and
firm appear on that sheet.
The architect is not responsible for the design of
the mechanical, electrical, plumbing, civil, landscaping,
structural, signage (not specified), fire sprinkler or fire
suppression systems; and does not take responsibility for
the compliance of these areas with the laws of the above
governmental entities. The architect is not responsible for
materials, components or equipment, as well as the
method in which they are installed on the project by
others. The architect is not hired or responsible for
certification, during construction or upon completion of
construction. The architect is not responsible for
improper operation due to faulty installation or product
failure during construction or after completion of
construction when operation has begun by the landlord or
tenant.
The licensed professional whose stamp appears on
sheets other than those specifically noted above shall be
responsible for those items in paragraph three.
PROJECT NUMBER
RC / ST
1. JANUARY 19, 2009 - RESUBMITTAL TO JHA
PERMIT # COMM-12-08-12577
X01NOTES
N
01' 4'
A09REFLECTED CEILING PLAN
SEISMIC CEILING DETAILS 3/16" = 1'-0"
KEY PLAN - 2ND FLOOR
RCP KEY NOTES:
1. NEW CEILING TILE TO BE INSTALLED IN EXISTING GRID
SYSTEM. NEW LIGHTING TO BE INSTALLED IN
EXISTING CEILING GRID. REF: FINISH PLAN &
ELECTRICAL.
2. NEW CEILING TILE & GRID. REF: A502 & A602
3. NEW SUSPENDED GYP. BD. CEILING.
4. POLYCOM EQUIPMENT SHOWN FOR REFERENCE &
COORDINATION. REF. TO POLYCOM DOCUMENTS.
REF.: SHEETS A502, A602, MECHANICAL AND
ELECTRICAL.
RCP
K. MILLER
A103
AREA OF CONSTRUCTION
A01CEILING SOFFIT DETAIL
1 1/2" = 1'-0"
F01CEILING SOFFIT DETAIL
1 1/2" = 1'-0"
L01CEILING SOFFIT DETAIL
1 1/2" = 1'-0"
R01CEILING SOFFIT DETAIL
1 1/2" = 1'-0"
1
U09CEILING SOFFIT DETAIL
1 1/2" = 1'-0"
M09CEILING SOFFIT DETAIL
1 1/2" = 1'-0"
2
SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D, E, AND F SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM C636, AND THE CISCA FOR SEISMIC
ZONES 3-4 AS MODIFIED BY THE FOLLOWING: [§13.5.6.2.2 ASCE 7-05]
a. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED.
b. FOR CEILING AREAS EXCEEDING 2500 SQ. FT., A SEISMIC
SEPARATION JOINT OR MI HEIGHT PARTITION THAT BREAKS THE
CEILING UP INTO AREAS NOT EXCEEDING 2500 SQ. FT. SHALL BE
PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED.
c. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2
INCH OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE
CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1
INCH IN ALL HORIZONTAL DIRECTIONS.
d. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A
MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK.
1
1. JANUARY 19, 2009 - RESUBMITTAL TO JHA
PERMIT # COMM-12-08-12577
2. JANUARY 23, 2009 - ASI #1 [RM#2135 LIGHT COVE]
3. JANUARY 29, 2009 - ASI #3 [RM#2122]
4. FEBRUARY 2, 2009 - ASI #5 [RM#2124 STRUCTURAL]
5. FEBRUARY 2, 2009 - ASI #6 [DOOR#2130]
2
2
3
3
4
5](https://image.slidesharecdn.com/farmersagourahillsceooffice-151017224621-lva1-app6891/75/Farmers-Agoura-Hills-CEO-Office-9-2048.jpg)
![1'-6"
MIN.
2'-0"
5'-0"
CL
5'-0"
5'-0"
CLCL
TIL07
PNT03
TIL08
TIL07
PNT03
TIL08
TIL07
PNT03
TIL08
TIL07
PNT03
TIL08
NORTH EAST
SOUTH WEST
30" DIA. MIRROR
WITH BEVELED EDGE
CENTER ON TOP OF TILE
ALIGN WALL TILE WITH FLOOR
TILE GROUT LINES
6'-8"
APP06
2'-10"4'-0"
2 EQUAL 1'-3"
CLR.
3'-0" 2'-0"
CLR.
2 EQUAL 3'-4"
CLR.
14'-10"
6 EQUAL SECTIONS
A10 A301
A28 A301
SWC01, RECESSED PANEL
SQUARE DOOR STYLE
WOOD CABINETS
A01 A302
7'-7"
3 EQUAL SECTIONS
STC01 GRANITE
COUNTERTOP
TIL06 BACKSPLASH
A19 A301 A01 A301
3'-0"1'-6"2'-6"
A10 A302
PNT01
SWC01, RECESSED PANEL
SQUARE DOOR STYLE
WOOD CABINETS
STC01 GRANITE
COUNTERTOP
PNT01
APPLIANCE SCHEDULE
MODEL NUMBERCODE PRODUCT MANUFACTURER NOTES
APP01 RESIDENTIAL APPLIANCE
REFRIGERATOR
APP02 RESIDENTIAL APPLIANCE
MICROWAVE
APP03 RESIDENTIAL APPLIANCE
DISHWASHER
APP04 RESIDENTIAL APPLIANCE
ICE MAKER
APP05
GE PROFILE PDCS1NBXRSS
69-5/8H, 31D, 35-7/8W
HINGE ON RIGHT
OWNER PROVIDED, CONTRACTOR INSTALL
GE PROFILE
SPACEMAKER II
GE PROFILE
PEM31SMSS
11-3/16H, 12-9/32D, 23-25/32W
PROVIDE RECEPTACLE AT 42" AFF
OWNER PROVIDED, CONTRACTOR INSTALL
PDW1860NSS
32H, 24D, 18W
OWNER PROVIDED, CONTRACTOR INSTALL
MARVEL 30iMA-BS, STAINLESS STEEL
31-1/2H, 24D, 15W
OWNER PROVIDED, CONTRACTOR INSTALL
SINK & FAUCET ELKAY & GROHE SEE PLUMBING SCHEDULE FOR
SPECIFICATIONS
APP01
APP02
APP03APP04
APP05
EAST SOUTH
9'-1"
3 EQUAL SECTIONS
9'-1"
3 EQUAL SECTIONS
3'-0"1'-6"2'-6"
8'-1"
3 EQ. SECTIONS
8'-1"
3 EQ. SECTIONS
A28 A302
EQ. EQ. EQ. EQ.
SWT02
SWT01
WLC01
3'-0"
3'-0"
NORTHWEST
SWC01,
RECESSED
PANEL SQUARE
DOOR STYLE
WOOD
CABINETS
PNT01
A28 A302
SWT03
APP06 VANITY SINK CONSOLE PORCHER ARCHIVE 38" VANITY
KIT #89940 (RE: PLUMBING)
FAUCET: AMERICAN STANDARD TOWN
SQUARE #2555.801 (RE:PLUMBING)
A10 A201
SWT03 PICTURE RAIL
ALIGN WITH TOP OF DOOR
FRAME
SWT02 CHAIR RAIL
SOFFIT BEYOND
SWV01 WOOD VENEER
PANELING
EQ. EQ.
1/4" SAWCUT VERTICAL REVEAL
STAINED TO MATCH WOOD
SWV01 WOOD
VENEER PANELING
1/4" SAWCUT
VERTICAL REVEAL
STAINED TO MATCH
WOOD
EQ. EQ.
CLCL CL
LIGHT COVE
1'-6" 2'-0"
ALIGN TILE AT
CENTER OF FLOOR
C
L
TIL03.
ALIGN FLOOR AND
WALL TILE GROUT
LINES
N01
A201
11/2"
1 1/2"
VARIES
1 1/2"
11/2"
1 1/2"
VARIES
1 1/2"
11/2"11/2"
MOCKETT DP55A
CABINET PULL.
ALIGN BOTTOM EDGE
OF PULL WITH TOP
EDGE OF WOOD RAIL.
MOCKETT DP55A
CABINET PULL.
CENTER ON FACE OF
DRAWER FRONT
6"
SWC01
RECESSED VENEER PANEL
TYPICAL AT DOORS AND
DRAWERS.
WOOD SPECIES TO BE
GRAHAM/ASSA ABLOY RIFT
CUT RED OAK WITH DARK
WALNUT STAIN TO MATCH
INTERIOR DOORS.
SWC01
SOLID WOOD STILE AND
RAIL DESIGN. TYPICAL AT
DOORS AND DRAWERS.
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010203040506070809101112131415161718192021222324252627282930313233343536
SHEET TITLE
REVISION
PROJECT
SEAL
SHEET DISCLAIMER
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOOR
KANSAS CITY MO 64105
816.842.1878
816.842.1292
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may be
reproduced or utilized in any form without the prior written
authorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
DECEMBER 22, 2008
08318-007
FARMERS INSURANCE GROUP
UNIVERSITY OF FARMERS
30801 AGOURA ROAD (BUILDING ONE)
AGOURA HILLS CA 91301
FARMERS
INSURANCE
CHAIRMAN'S
SUITE
I, Matthew Masilionis, California registered
Architect No. C29101 have prepared the drawings and
assume responsibility for the sheets numbered with an "A"
prefix for the project named above.
Other drawings and specifications attached for the
above-mentioned project have been by and are the
responsibility of the licensed engineer whose stamp and
firm appear on that sheet.
The architect is not responsible for the design of
the mechanical, electrical, plumbing, civil, landscaping,
structural, signage (not specified), fire sprinkler or fire
suppression systems; and does not take responsibility for
the compliance of these areas with the laws of the above
governmental entities. The architect is not responsible for
materials, components or equipment, as well as the
method in which they are installed on the project by
others. The architect is not hired or responsible for
certification, during construction or upon completion of
construction. The architect is not responsible for
improper operation due to faulty installation or product
failure during construction or after completion of
construction when operation has begun by the landlord or
tenant.
The licensed professional whose stamp appears on
sheets other than those specifically noted above shall be
responsible for those items in paragraph three.
PROJECT NUMBER
RC / ST
1. JANUARY 19, 2009 - RESUBMITTAL TO JHA
PERMIT # COMM-12-08-12577
ELEVATIONS
E. ELKIN
A201
U25ELEVATION AT PANTRY 2132
1/4" = 1'-0"
U17ELEVATION AT CLOSET 2134
1/4" = 1'-0"
N17ELEVATION AT OPEN OFFICE 2131
1/4" = 1'-0"
N01ELEVATION AT RESTROOM 2133
1/4" = 1'-0"
H17APPLIANCE SCHEDULE
1/4" = 1'-0"
A01ENLARGED PLAN AT RESTROOM 2133
1/2" = 1'-0"
A17ELEVATION AT EXECUTIVE OFFICE 2135
1/4" = 1'-0"
A27C/F/P/S ROOM 2142
1/4" = 1'-0"
1
1
1
1
1
A10ENLARGED WOOD CABINET DETAIL
1-1/2" = 1'-0"
1
1
1
1.
4. FEBRUARY 5, 2009 - ASI #9 [PLUMBING FIXTURES]
4
4
4
4](https://image.slidesharecdn.com/farmersagourahillsceooffice-151017224621-lva1-app6891/75/Farmers-Agoura-Hills-CEO-Office-12-2048.jpg)
![2'-10"
2'-1"
STAINLESS STEEL
UNDERMOUNT SINK. RE:
PLUMBING DRAWINGS FOR
SPECIFICATION
2'-6"
1'-0"
4"
1'-6"
4"
2'-10"1'-6"2'-6"
2'-1"
2'-0"
1'-0"
4"
2'-10"1'-63/4"2'-51/4"
2'-0"
1'-4"
4"
2'-10"2'-0"2'-0"
2'-0"
WOOD BLOCKING AS
REQUIRED
SWC01 WOOD CABINETS.
RECESSED PANEL SQUARE
DOOR STYLE
STC01 GRANITE
COUNTERTOP OVER 3/4"
SUBSTRATE
1'-4"
MOCKETT DOOR PULL, DP55A
TYPICAL ON ALL DOORS AND
DRAWERS
WOOD BLOCKING AS
REQUIRED
SWC01 WOOD CABINETS.
RECESSED PANEL SQUARE
DOOR STYLE
STC01 GRANITE
COUNTERTOP OVER 3/4"
SUBSTRATE
MOCKETT DOOR PULL, DP55A
TYPICAL ON ALL DOORS AND
DRAWERS
BUILT-IN MICROWAVE CABINET
WOOD BLOCKING AS
REQUIRED
SWC01 WOOD CABINETS.
RECESSED PANEL SQUARE
DOOR STYLE
STC01 GRANITE
COUNTERTOP OVER 3/4"
SUBSTRATE
MOCKETT DOOR PULL, DP55A
TYPICAL ON ALL DOORS AND
DRAWERS
TIL06 BACKSPLASH
WOOD BLOCKING AS
REQUIRED
SWC01 WOOD CABINETS.
RECESSED PANEL SQUARE
DOOR STYLE
STC01 GRANITE
COUNTERTOP OVER 3/4"
SUBSTRATE
MOCKETT DOOR PULL, DP55A
TYPICAL ON ALL DOORS AND
DRAWERS
TIL06 BACKSPLASH
3" 3"
BLACK HIGH-PRESSURE
LAMINATE BASE
3"
MICROWAVE
BLACK HIGH-PRESSURE
LAMINATE BASE
BLACK HIGH-PRESSURE
LAMINATE BASE
BLACK HIGH-PRESSURE
LAMINATE BASE
3"
1/2"
11/2"
LOW-VOLTAGE
UNDERCABINET LIGHT
WOOD BACK PANEL
11/2"
LOW-VOLTAGE
UNDERCABINET LIGHT
2'-2 3/8"
5'-0"
2'-1 7/8"
2'-5"
4'-11"
7'-10 3/8"
5'-61/8"
6'-8"
5'-0"
8'-4"
7'-2"
7'-11 3/4"
8'-3 1/4"
5'-6"
5'-71/2"
5'-11"
5'-57/8"
1'-11 3/8" 1'-11 3/8" 1'-11 3/8"1'-11 3/8"
8'-0"[NTS]
8'-0"[NTS]
13/4"
FINISH FLOOR
FINISH CEILING
FINISH CEILING
WALL PER PLAN
WOOD VENEER /FINISH
PROJECTOR BY OTHERS
SCREEN BY OTHERS
CABINET DOORS
CABINET
REMOVABLE PANEL
INDICATES LINE
OF PROJECTION
INDICATES LINE
OF PROJECTION
DOOR FRAME
WALL PER PLAN
CENTERLINE
5'-2"+/-[FV]
TURNAWAY
CABINET
BEYOND
SCREEN BY OTHERS
DOORS IN OPEN
TURNAWAY POSITION
3"
3"
DOOR FRAME
2'-37/8"
8'-0"
FINISH FLOOR
FINISH FLOOR
DOOR FRAME
MOCKET DOOR PULLS,
DP55A TYPICAL AS
SHOWN.
30"-44" AFF PER CODE
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010203040506070809101112131415161718192021222324252627282930313233343536
SHEET TITLE
REVISION
PROJECT
SEAL
SHEET DISCLAIMER
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOOR
KANSAS CITY MO 64105
816.842.1878
816.842.1292
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may be
reproduced or utilized in any form without the prior written
authorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
DECEMBER 22, 2008
08318-007
FARMERS INSURANCE GROUP
UNIVERSITY OF FARMERS
30801 AGOURA ROAD (BUILDING ONE)
AGOURA HILLS CA 91301
FARMERS
INSURANCE
CHAIRMAN'S
SUITE
I, Matthew Masilionis, California registered
Architect No. C29101 have prepared the drawings and
assume responsibility for the sheets numbered with an "A"
prefix for the project named above.
Other drawings and specifications attached for the
above-mentioned project have been by and are the
responsibility of the licensed engineer whose stamp and
firm appear on that sheet.
The architect is not responsible for the design of
the mechanical, electrical, plumbing, civil, landscaping,
structural, signage (not specified), fire sprinkler or fire
suppression systems; and does not take responsibility for
the compliance of these areas with the laws of the above
governmental entities. The architect is not responsible for
materials, components or equipment, as well as the
method in which they are installed on the project by
others. The architect is not hired or responsible for
certification, during construction or upon completion of
construction. The architect is not responsible for
improper operation due to faulty installation or product
failure during construction or after completion of
construction when operation has begun by the landlord or
tenant.
The licensed professional whose stamp appears on
sheets other than those specifically noted above shall be
responsible for those items in paragraph three.
PROJECT NUMBER
RC / ST
1. JANUARY 19, 2009 - RESUBMITTAL TO JHA
PERMIT # COMM-12-08-12577
SECTIONS
DETAILS
E. ELKIN
A301A28SECTION AT PANTRY CASEWORK
1-1/2" = 1'-0"
A19SECTION AT PANTRY CASEWORK
1-1/2" = 1'-0"
A10SECTION AT ADA SINK
1-1/2" = 1'-0"
A01SECTION AT PANTRY CASEWORK
1-1/2" = 1'-0"
1 1
1 1
1
R01ELEVATION AT PROJECTOR SCREEN CASEWORK
3/4" = 1'-0"
R13ELEVATION AT PROJECTOR SCREEN CASEWORK
3/4" = 1'-0"
R25SECTION
3/4" = 1'-0"
1. JANUARY 19, 2009 - RESUBMITTAL TO JHA
PERMIT # COMM-12-08-12577
2. FEBRUARY 2, 2009 - ASI #6 [DOOR 2130]
2 2 2](https://image.slidesharecdn.com/farmersagourahillsceooffice-151017224621-lva1-app6891/75/Farmers-Agoura-Hills-CEO-Office-13-2048.jpg)
![7'-0"
3'-0"
2'-1"
STANDARD METAL
COAT ROD
1'-0"
WOOD BLOCKING AS
REQUIRED
SWC01 WOOD CABINETS.
RECESSED PANEL SQUARE
DOOR STYLE
MOCKETT DOOR PULL, DP55A
TYPICAL ON ALL DOORS AND
DRAWERS
WOOD SHELF
WOOD BLOCKING AS
REQUIRED
SWC01 WOOD CABINETS.
RECESSED PANEL SQUARE
DOOR STYLE
STC01 GRANITE
COUNTERTOP OVER 3/4"
SUBSTRATE
MOCKETT DOOR PULL, DP55A
TYPICAL ON ALL DOORS AND
DRAWERS
4"
3"
SWT01 WOOD BASESWT01 WOOD BASE
3"
4"
2'-0"
MOCKETT DOOR PULL, DP55A
TYPICAL ON ALL DOORS AND
DRAWERS
4"
3'-0"1'-4"2'-6"
2'-1"
2'-0"
1'-0"
WOOD BLOCKING AS
REQUIRED
SWC01 WOOD CABINETS.
RECESSED PANEL SQUARE
DOOR STYLE
HPL-01 LAMINATE
COUNTERTOP OVER 3/4"
SUBSTRATE
MOCKETT DOOR PULL, DP55A
TYPICAL ON ALL DOORS AND
DRAWERS
HPL-01 4" BACKSPLASH
3"
BLACK HIGH-PRESSURE
LAMINATE BASE
11/2"
1'-6"2'-6"
6"6"6"
FOR ALL CABINETRY
EDGE DETAILS
REFER TO T10/A302
24" O.C.
1'-0"
WALL TYPE - 2a -
91/4"
CERAMIC TILE
WALL TILE TO B.O.
WALL CABINET
STONE
COUNTERTOP
SILICONE JOINT SEALANT
SEALED PLYWOOD
STONE TOP W/
EASED EDGE
CABINET FACE
PLYWOOD
CABINET FACE
ADHESIVE
SETTING
SETTING
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010203040506070809101112131415161718192021222324252627282930313233343536
SHEET TITLE
REVISION
PROJECT
SEAL
SHEET DISCLAIMER
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOOR
KANSAS CITY MO 64105
816.842.1878
816.842.1292
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may be
reproduced or utilized in any form without the prior written
authorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
DECEMBER 22, 2008
08318-007
FARMERS INSURANCE GROUP
UNIVERSITY OF FARMERS
30801 AGOURA ROAD (BUILDING ONE)
AGOURA HILLS CA 91301
FARMERS
INSURANCE
CHAIRMAN'S
SUITE
I, Matthew Masilionis, California registered
Architect No. C29101 have prepared the drawings and
assume responsibility for the sheets numbered with an "A"
prefix for the project named above.
Other drawings and specifications attached for the
above-mentioned project have been by and are the
responsibility of the licensed engineer whose stamp and
firm appear on that sheet.
The architect is not responsible for the design of
the mechanical, electrical, plumbing, civil, landscaping,
structural, signage (not specified), fire sprinkler or fire
suppression systems; and does not take responsibility for
the compliance of these areas with the laws of the above
governmental entities. The architect is not responsible for
materials, components or equipment, as well as the
method in which they are installed on the project by
others. The architect is not hired or responsible for
certification, during construction or upon completion of
construction. The architect is not responsible for
improper operation due to faulty installation or product
failure during construction or after completion of
construction when operation has begun by the landlord or
tenant.
The licensed professional whose stamp appears on
sheets other than those specifically noted above shall be
responsible for those items in paragraph three.
PROJECT NUMBER
RC / ST
1. JANUARY 19, 2009 - RESUBMITTAL TO JHA
PERMIT # COMM-12-08-12577
DETAILS
& TYPES
RICHARD R.CLARK
A302A19NOT USED
1-1/2"=1'-0"
A10SECTION AT CLOSET 2134
1-1/2"=1'-0"
A01SECTION AT CLOSET 2134
1-1/2"=1'-0"
T01WALL TYPE - 2a -
N.T.S.
A28SECTION AT C/F/P/S ROOM 2142
1-1/2"=1'-0"
1
T10CABINET EDGE DETAILS
N.T.S.
1.
4. FEBRUARY 5, 2009 - ASI #9 [PLUMBING FIXTURES]
4](https://image.slidesharecdn.com/farmersagourahillsceooffice-151017224621-lva1-app6891/75/Farmers-Agoura-Hills-CEO-Office-14-2048.jpg)
![2'-2 9/16"
80"
7'-2"
60"
5'-6"
5'-6"
2'-23/8"
2'-2 9/16"
5'-6"
100"
WOOD STOP
PROJECTION SCREEN
BY OTHERS
SHIM AS REQUIRED
REMOVABLE PANEL
WOOD FRAME
AROUND SCREEN
WOOD VENEER DOORS WITH
SOLID WOOD RAIL & STILE
SOLID WOOD FRAME
WALL TYPE PER PLAN
WOOD VENEER PANELING
HARDWARE PER SPECS
HARDWARE PER SPECS
CABINET IN OPEN/RECESSED LOCATION
CABINET PULL. VERIFY LOCATION
WALL TYPE PER PLAN
WOOD VENEER PANELING
SOLID WOOD FRAME
WOOD STOP
PROJECTION SCREEN
BY OTHERS
WOOD FRAME
AROUND SCREEN
WOOD VENEER DOORS WITH
SOLID WOOD RAIL AND STILE
SHIM AS REQUIRED
WOOD STOP
PROJECTION SCREEN
BY OTHERS
WOOD FRAME
AROUND SCREEN
WALL TYPE PER PLAN
WOOD VENEER PANELING
SOLID WOOD FRAME
WALL TYPE PER PLAN
WOOD VENEER PANELING
SOLID WOOD FRAME
WOOD STOP
PROJECTION SCREEN
BY OTHERS
WOOD FRAME
AROUND SCREEN
SHIM AS REQUIRED
WOOD STOP
PROJECTION SCREEN
BY OTHERS
WOOD FRAME
AROUND SCREEN
WALL TYPE PER PLAN
WOOD VENEER PANELING
SOLID WOOD FRAME
PANEL CUT AWAY AND
REFINISHED AT REAR AS
NEEDED TO ACCOMODATE
PROJECTION TO SCREEN
NO PANEL AT BOTTOM
CENTER TO ACCOMODATE
PROJECTION TO SCREEN
L01 A303L10 A303
R13
A301
L17A303
8'-0 15/16" [R.O.]
3 1/4"
5'-99/32"[R.O.]
REMOVABLE PANEL BEYOND
113/32"7/8"
3/4"5/8"3 1/4"3/4" 5/8"
CL
CL
A17A303
L17A303
A10 A303
* HARDWARE PER DOOR SCHEDULE
* ALL WOOD VENEER TO BE RIFT CUT
RED OAK, BOOK MATCHED VENEER
LEAVES, CENTER-BALANCE
MATCHED PANEL FACES, AND
STAINED TO MATCH INTERIOR DOORS
* COORDINATE ALL DIMENSIONS W/
HARDWARE VENDOR AND SCREEN
VENDOR
A17A303
A17A303
WOOD VENEER DOORS WITH
SOLID WOOD RAIL AND STILE
F01 A303
A10 A303
F01 A303
A10 A303
13/4"
1 1/4"
1/8"
3/8"
1/8"
3/4"1 3/8"
1"
BLOCKING AS REQUIRED
WOOD VENEERED CASEWORK
WALL TYPE PER PLAN
WOOD SHIM
WOOD VENEER PANELING
WOOD STOP
PROJECTION SCREEN BY OTHERS
WOOD FRAME AROUND SCREEN
WOOD VENEER DOORS WITH
SOLID WOOD RAIL AND STILE
SOLID WOOD FRAME
1/8"
1"
13/4"
1 1/4"
21/4"
SOLID WOOD FRAME
WOOD VENEER PANELING
WOOD SHIM
WALL TYPE PER PLAN
BLOCKING AS REQUIRED
WOOD VENEERED CASEWORK
WOOD FRAME AROUND SCREEN
SHIM AS REQUIRED
WOOD STOP
PROJECTION SCREEN BY OTHERS
WOOD VENEER DOORS WITH
SOLID WOOD RAIL AND STILE
WOOD TRIM
3 1/4"
3/4" 5/8"
11/4"
1 3/4"
7/8"
3/4"
3"
3/4"
PROJECTION SCREEN
BY OTHERS
113/32"
WALLPERPLAN
1/8"
2 1/4"
VERIFY
WOOD STOP
HARDWARE
PER SPECS
REMOVABLE
VENEER PANEL
SHIM AS REQ.
DOOR
OAK TRIM
OAK TRIM
VENEER PLYWOOD
PANEL
11/16"
1/8"
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010203040506070809101112131415161718192021222324252627282930313233343536
SHEET TITLE
REVISION
PROJECT
SEAL
SHEET DISCLAIMER
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOOR
KANSAS CITY MO 64105
816.842.1878
816.842.1292
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may be
reproduced or utilized in any form without the prior written
authorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
DECEMBER 22, 2008
08318-007
FARMERS INSURANCE GROUP
UNIVERSITY OF FARMERS
30801 AGOURA ROAD (BUILDING ONE)
AGOURA HILLS CA 91301
FARMERS
INSURANCE
CHAIRMAN'S
SUITE
I, Matthew Masilionis, California registered
Architect No. C29101 have prepared the drawings and
assume responsibility for the sheets numbered with an "A"
prefix for the project named above.
Other drawings and specifications attached for the
above-mentioned project have been by and are the
responsibility of the licensed engineer whose stamp and
firm appear on that sheet.
The architect is not responsible for the design of
the mechanical, electrical, plumbing, civil, landscaping,
structural, signage (not specified), fire sprinkler or fire
suppression systems; and does not take responsibility for
the compliance of these areas with the laws of the above
governmental entities. The architect is not responsible for
materials, components or equipment, as well as the
method in which they are installed on the project by
others. The architect is not hired or responsible for
certification, during construction or upon completion of
construction. The architect is not responsible for
improper operation due to faulty installation or product
failure during construction or after completion of
construction when operation has begun by the landlord or
tenant.
The licensed professional whose stamp appears on
sheets other than those specifically noted above shall be
responsible for those items in paragraph three.
PROJECT NUMBER
RC / ST
DETAILS
RICHARD R.CLARK
A303A01SILL
3"=1'-0"
1. FEBRUARY 2, 2009 - ASI #6 [MILLWORK DOOR#2130]
A10JAMB
3"=1'-0"
A17PLAN (SECTION) @ SCREEN MILLWORK & DOOR 2120
1-1/2"=1'-0"
L17SECTION @ SCREEN MILLWORK & DOOR 2120
1-1/2"=1'-0"
L01SECTION @ SCREEN MILLWORK & DOOR 2120
1-1/2"=1'-0"
L10SECTION @ DOOR TURNAWAY
1-1/2"=1'-0"
F01HEAD
3"=1'-0"
2](https://image.slidesharecdn.com/farmersagourahillsceooffice-151017224621-lva1-app6891/75/Farmers-Agoura-Hills-CEO-Office-15-2048.jpg)
![4 7/8"
BASE PER FINISHES SCHEDULE
FLOOR COVERING PER FINISHES
EXISTING
16 GA METAL TRACK
1/2" Ø EXP. BOLT @ 8'-0" O.C.
1/4" X 3" X 3" ⅊
WALL TYPES PER PLAN
UNFACED GLASS BATT
HEAVY DUTY MAIN TEE
CROSS TEE
TEK SCREW @ 24" O.C.
WALL TRACK
ACOUSTICAL PANEL
WALL TYPES PER PLAN
2'-0" TYP.
FACED GLASS BATT
BRACE TO STRUCTURE
ALTERNATE @ 48" O.C.
PREFINISHED CEILING
OVER TRACK
GAP AS REQ.
2'-0" TYP.
3-5/8" 20GA METAL STUD @ 16" O.C
5/8" TYPE 'X' GYPSUM BOARD
CEILING PER RCP
EXISTING
1
1
16 GA MTL TRK
UNFACED GLASS BATT
CEILING
PER RCP
1'-0"
FACED GLASS BATT
PAN HEAD
WD SCREW
ALTERNATE
48" O.C.
3-5/8" 20GA METAL
STUD @ 48" O.C.
1
1
1
1
WALL TYPES PER PLAN
2'-0" TYP.
CEILING PER RCP
1
1
CEILING
PER RCP
1'-0"
WALL TYPES PER PLAN
FIRE CAULK
16 GA MTL TRK
1-HR WALL TYPE '3'
FIRE CAULK
71/4"NTS
HANG SOUND BLANKET FROM EXISTING DECK TO CEILING
OUTSIDE ALL WALLS THAT SURROUND RM#2122 CONT.
8" 20 GA. @ 16" O.C.
6" 20 GA. @ 16" O.C.
2-1/2" 20GA METAL STUD @ 24" O.C.
5/8" TYPE 'X' GYPSUM BOARD
CEILING PER RCP
1
1
16 GA MTL TRK
1 1/2" MINERAL FIBER INSULATION
CEILING
PER RCP
FACED GLASS BATT
3-5/8" 20GA METAL
STUD @ 48" O.C.1
1
WALL TYPES PER PLAN
12'-0" AFF
1/4" GYPSUM WALLBOARD
BATT ABOVE CLNG, RM#2122
RM#2122
EXISTING
PAN HEAD WD SCREW
3-5/8" 20GA METAL
STUD @ 48" O.C.
1
1
HANG SOUND BLANKET
FROM EXISTING DECK
TO CEILING OUTSIDE
ALL WALLS THAT
SURROUND RM#2122
CONTINUOUS
ALTERNATE 48" O.C.
SOUND TRANSFER
ISOLATION FASTNER
4 1/4"
BASE PER FINISHES SCHEDULE
FLOOR COVERING PER FINISHES
EXISTING
16 GA METAL TRACK
1/2" Ø EXP. BOLT @ 8'-0" O.C.
1/4" X 2" X 2" ⅊
WALL TYPES PER PLAN
ACOUSTICAL SEALANT @ ALL
PERIMETERS; BASE & CORNERS.
WALL TYPE - 1 -
INTERIOR PARTITION - FLOOR TO CEILING -
GYPSUM WALLBOARD, STEEL STUDS
REF: DETAILS
ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED PARALLEL OR AT RIGHT
ANGLES TO EACH SIDE OF 3-5/8" 20 GAGE STEEL STUDS 16" O.C. WITH 1" TYPE 'S'
DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. @ BOTTOM AND TOP
TRACK RUNNERS AND INTERMEDIATE STUDS. 16 GAGE TRACK, BOTTOM & TOP.
JOINTS STAGGERED 16" ON EACH SIDE AND ON OPPOSITE SIDES. 3-1/2" GLASS
FIBER FRICTION FIT IN EACH CAVITY.
WALL TYPE - 2 -
INTERIOR PARTITION - TO 1'-0" ABOVE CEILING
GYPSUM WALLBOARD, STEEL STUDS
REF: DETAILS
ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED PARALLEL OR AT RIGHT
ANGLES TO EACH SIDE OF 3-5/8" 20 GAGE STEEL STUDS 16" O.C. WITH 1" TYPE 'S'
DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. @ BOTTOM AND TOP
TRACK RUNNERS AND INTERMEDIATE STUDS. 16 GAGE TRACK, BOTTOM & TOP.
JOINTS STAGGERED 16" ON EACH SIDE AND ON OPPOSITE SIDES. 3-1/2" GLASS
FIBER FRICTION FIT IN EACH CAVITY.
WALL TYPE - 3 -
GA FILE NO. WP 1072
GENERIC 1 HOUR FIRE
INTERIOR PARTITION - FLR TO LID @ 10'-0" AFF
GYPSUM WALLBOARD, STEEL STUDS
REF: DETAILS
ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED
PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 3 5/8" STEEL STUDS 24" O.C.
WITH 1" TYPE S DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. AT
FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS.
JOINTS STAGGERED 24" ON EACH SIDE AND ON OPPOSITE SIDES. SOUND TESTED
WITH 3 1/2" GLASS FIBER FRICTION FIT IN STUD SPACE. (NLB)
WALL TYPE - 4 -
INTERIOR PARTITION - FLR TO 12'-0" AFF
GYPSUM WALLBOARD, STEEL STUDS
STC - 55 TO 59
REF: DETAILS
BASE LAYER 1/4" GYPSUM WALLBOARD APPLIED PARALLEL TO EACH SIDE OF 2 1/2"
STEEL STUDS 24" O.C. WITH 1" TYPE S DRYWALL SCREWS 12" O.C. FACE LAYER 5/8"
TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL TO
EACH SIDE WITH 1 5/16" TYPE S DRYWALL SCREWS 12" O.C.
JOINTS STAGGERED 24" EACH LAYER AND SIDE. SOUND TESTED WITH 1 1/2"
MINERAL FIBER INSULATION, 3.0 PCF, FRICTION FIT IN STUD SPACE. (NLB)
4 7/8"
BASE PER FINISHES SCHEDULE
FLOOR COVERING PER FINISHES
EXISTING
16 GA METAL TRACK
1/2" Ø EXP. BOLT @ 8'-0" O.C.
1/4" X 3" X 3" ⅊
WALL TYPES PER PLAN
4 7/8"
BASE PER FINISHES SCHEDULE
FLOOR COVERING PER FINISHES
EXISTING
16 GA METAL TRACK
1/2" Ø EXP. BOLT @ 8'-0" O.C.
1/4" X 3" X 3" ⅊
WALL TYPES PER PLAN
DOUBLE VERTICAL
STUDS AT END OF
WALL NOTED
SIMPSON HTTS
TENSION TIE
PLYWOOD (PRESENT
ONLY AS NOTED)
GYP. BD.
FIELD ATTACHMENTS
SHALL BE BOLT
THROUGH FLOOR
FIELDATTACHMENT
SPACING
WALL TYPE - 5 -
INTERIOR PARTITION - FLOOR TO DECK ABOVE -
GYPSUM WALLBOARD, STEEL STUDS
REF: DETAILS
ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED PARALLEL OR AT RIGHT
ANGLES TO EACH SIDE OF 3-5/8" 20 GAGE STEEL STUDS 16" O.C. WITH 1" TYPE 'S'
DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. @ BOTTOM AND TOP
TRACK RUNNERS AND INTERMEDIATE STUDS. 16 GAGE TRACK, BOTTOM & TOP.
JOINTS STAGGERED 16" ON EACH SIDE AND ON OPPOSITE SIDES. 3-1/2" GLASS
FIBER FRICTION FIT IN EACH CAVITY.
BOTTOM OF EXISTING STRUCTURE ABOVE
3 5/8" 20 GA. METAL STUD 16" O.C.
3/4"
3 5/8" METAL SLOTTED SLIP TRACK
FASTNER EA. SIDE @ SLOT IN TRACK
3/4" GAP BTWN STUD & TRACK
5/8" TYPE 'X' GYPSUM BOARD
GLUE & NAIL. TYP.
FIBER BATT INSULATION CONT.
TYPE S FASTNERS
7/16" OSB CONT.
FIBER BATT INSULATION CONT.
EXISTING 2X @ 24" OC
2'-0" TYP.
3-5/8" 20GA METAL
STUD @ 16" O.C.
5/8" TYPE 'X' GYPSUM BOARD
CEILING PER RCP
1
1
16 GA MTL TRK
UNFACED GLASS BATT
CEILING
PER RCP
1'-0"
FACED GLASS BATT
WALL TYPES PER PLAN
ACOUSTICAL SEALANT
@ ALL JOINTS.
16 GA MTL TRK
3-5/8" 20GA METAL STUD
AS DIAGONAL BRACE
EA. DIRECTION @ 48"
O.C. NOT SHOWN.
4 7/8"
BASE PER FINISHES SCHEDULE
FLOOR COVERING PER FINISHES
EXISTING
16 GA METAL TRACK
1/2" Ø EXP. BOLT @ 8'-0" O.C.
1/4" X 3" X 3" ⅊
WALL TYPES PER PLAN
LINE OF SILL BELOW AND LINE OF SOFFIT ABOVE
GLAZING SYSTEM. RE.: SHELL BLDG.
ANODIZED ALUM. CHANNEL. MATCH FINISH W/
EXIST. SHELL BLDG. GLAZING SYSTEM
GYP. BD. RE.: PLAN & WALL TYPE
MTL FRAMING. RE.: PLAN & WALL TYPE
CENTER WALL ON CENTER LINE OF EXIST. VERTICAL
FASTENERS
2X4 WD. BLOCKING. CONT.
EPOXY ADHESIVE
ELASTOMERIC GASKET CONTINUOUS
VARIES RE: FLOOR PLANS
VARIESRE:FLOORPLANS
CENTER LINE OF WALL
VARIES RE: FLR PLANS
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010203040506070809101112131415161718192021222324252627282930313233343536
SHEET TITLE
REVISION
PROJECT
SEAL
SHEET DISCLAIMER
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOOR
KANSAS CITY MO 64105
816.842.1878
816.842.1292
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may be
reproduced or utilized in any form without the prior written
authorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
DECEMBER 22, 2008
08318-007
FARMERS INSURANCE GROUP
UNIVERSITY OF FARMERS
30801 AGOURA ROAD (BUILDING ONE)
AGOURA HILLS CA 91301
FARMERS
INSURANCE
CHAIRMAN'S
SUITE
I, Matthew Masilionis, California registered
Architect No. C29101 have prepared the drawings and
assume responsibility for the sheets numbered with an "A"
prefix for the project named above.
Other drawings and specifications attached for the
above-mentioned project have been by and are the
responsibility of the licensed engineer whose stamp and
firm appear on that sheet.
The architect is not responsible for the design of
the mechanical, electrical, plumbing, civil, landscaping,
structural, signage (not specified), fire sprinkler or fire
suppression systems; and does not take responsibility for
the compliance of these areas with the laws of the above
governmental entities. The architect is not responsible for
materials, components or equipment, as well as the
method in which they are installed on the project by
others. The architect is not hired or responsible for
certification, during construction or upon completion of
construction. The architect is not responsible for
improper operation due to faulty installation or product
failure during construction or after completion of
construction when operation has begun by the landlord or
tenant.
The licensed professional whose stamp appears on
sheets other than those specifically noted above shall be
responsible for those items in paragraph three.
PROJECT NUMBER
RC / ST
1. JANUARY 19, 2009 - RESUBMITTAL TO JHA
PERMIT # COMM-12-08-12577
A01DETAIL: WALL TYPE - 1 -
3" = 1'-0"
DETAILS
& TYPES
RICHARD R.CLARK
A501A08DETAIL: WALL TYPE - 2 -
3" = 1'-0"
A15DETAIL: WALL TYPE - 3 -
3" = 1'-0"
A23DETAIL: WALL TYPE - 4 -
3" = 1'-0"
1
1. JANUARY 19, 2009 - RESUBMITTAL TO JHA
PERMIT # COMM-12-08-12577
2. FEBRUARY 2, 2009 - ASI #7 [RM#2135 WALL TYPE 5]
3. FEBRUARY 2, 2009 - ASI #8 [WALL @ WINDOW]
A30DETAIL: WALL TYPE - 5 -
3" = 1'-0"
2
S01DETAIL: WALL TYPICAL @ WINDOW VERTICAL
3" = 1'-0"
3](https://image.slidesharecdn.com/farmersagourahillsceooffice-151017224621-lva1-app6891/75/Farmers-Agoura-Hills-CEO-Office-16-2048.jpg)
![HEAVY DUTY
MAIN TEE
CROSS TEE
TEK SCREW
CEILING TRACK
WALL TYPE
PER PLAN
HEAVY DUTY
MAIN TEE
CROSS TEE
TEK SCREW
CEILING TRACK
ACOUSTICAL
PANEL
WALL TYPE
PER PLAN
ACOUSTICAL
PANEL
8" MAX.
7
8"
7
8"
8" MAX.
3
4"
"UNATTACHED
WALL"
BERC2
"ATTACHED WALL"
BERC2
BERC2
BERC2
3/8" [MIN]
3/4" [MAX]
7/8"
8" [MAX]
[NTS]
1
6
12GA
VERTICAL
HANGER
WIRE
ACM7 WALL
ATTACHMENT CLIP
6'-0" MAX.
LATERAL SUPPORT POINT
6'-0" OF EA. WALL.
12'-0" O.C. EACH WAY
TO LATERAL SUPPORT POINT
BOLT COMPRESSION STRUT. @
TOP AND BTM.
CROSS RUNNER
MAIN RUNNER
2' X 2' ACOUSTICAL TILE IN
METAL SUSPENSION "T" GRID
SYSTEM.
8" MIN. ENDS
1/2" CLR. TYP.
3/4" X 2" L AROUND
PERIMETER
FACE OF WALL OR DEMISING
PARTITION
HORIZ.
RESTRAINT
WIRES
EXISTING
JOIST
SPREADER
BAR
2"
9" MAX.
3/4" MIN.
TWO SIDES
(ADJACENT) EACH
ROOM
LATERAL SUPPORT POINT
WHERE FIXTURE ROW FALLS BETWEEN
MAIN RUNNER USE 4'-0" LG. MAIN @4'-0"
O.C. AS CROSS TEE
HVAC AIR DIFFUSERS, WITH APPROVED
CLIPS OR WIRES AS REQ'D BY CITY
STANDARDS TYP.
WIRE HANGER @ 4'-0" O.C. EA. WAY
2'-0" X 2'-0" ACOUSTICAL TILE, SEE SPECS. TYP.
2'-0" X 2'-0" RECESSED FLUORESCENT LIGHT
FIXTURES. SEE ELEC. DRAWINGS.
3 TURNS MINIMUM
IN 1/2", TYP.
MAIN RUNNER
CROSS TEE
COMPRESSION STRUT PER MFG. COMPRESSION STRUT
REQ'D AT EACH SEISMIC RESTRAINT AT 12'-0" O.C. EACH
WAY.
45 ° TYP.
2"
MAX
(4) No.12 GAGE SPLAY WIRES AT 12'-0" EACH WAY. WIRES
TO BE 90 DEGREES FROM EACH OTHER AND 45 DEGREES
FROM PLANE OF CEILING. RE: NOTE 5 FOR CONNECTION
(WIRE SHALL HAVE MINIMUM ULTIMATE TENSILE
STRENGTH, F = 90 KSI.)
TRACK OR
ALTERNATE
COVER
FASTNER
CHANNEL
MOLDINGS
2"
2" SEISMIC
SEPERATION
JOINT CAT. DEF
MINIMUM EVERY
2500 SQ FT
2" SEISMIC SEPERATION
JOINT CAT. DEF
MINIMUM EVERY 2500 SQ FT
HOLD
DOWN
CLIP FASTENER
WALL ANGLE
SUPPORT
FASTENED
TO GRID
MAIN TEE
CROSS TEE
STRUCTURE
VERTICAL
HANGER
WIRE
SPLAY WIRE
SECURE TO
STRUCTURE
COMPRESSION STRUT
EA. WAY @ 12'-0" O.C.
MAY BE SLACK
LIGHTING FIXTURE
SEISMIC CLIP
TEE
#8 X 1/4" SHEET
METAL SCREW
SUSPENDED CEILING PANEL
LIGHT
FIXTURE
MOUNTING
BRACKET
CROSS TEE
LIGHT FIXTURE
MAY BE SLACK
MAY BE SLACK
LIGHT
FIXTURE
MOUNTING
BRACKET CROSS TEE
SUSPENDED
CEILING PANEL
LIGHT FIXTURE
SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D, E, AND F SHALL BE DESIGNED AND INSTALLED IN
ACCORDANCE WITH ASTM C635, ASTM C636, AND THE CISCA FOR SEISMIC ZONES 3-4 AS MODIFIED BY THE
FOLLOWING: [§13.5.6.2.2 ASCE 7-05]
a. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED.
b. FOR CEILING AREAS EXCEEDING 2500 SQ. FT., A SEISMIC SEPARATION JOINT OR MI HEIGHT PARTITION
THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SQ. FT. SHALL BE PROVIDED UNLESS
STRUCTURAL ANALYSES ARE PERFORMED.
c. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE, OR
ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 INCH IN ALL
HORIZONTAL DIRECTIONS.
d. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL
PIPING OR DUCT WORK.
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010203040506070809101112131415161718192021222324252627282930313233343536
SHEET TITLE
REVISION
PROJECT
SEAL
SHEET DISCLAIMER
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOOR
KANSAS CITY MO 64105
816.842.1878
816.842.1292
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may be
reproduced or utilized in any form without the prior written
authorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
DECEMBER 22, 2008
08318-007
FARMERS INSURANCE GROUP
UNIVERSITY OF FARMERS
30801 AGOURA ROAD (BUILDING ONE)
AGOURA HILLS CA 91301
FARMERS
INSURANCE
CHAIRMAN'S
SUITE
I, Matthew Masilionis, California registered
Architect No. C29101 have prepared the drawings and
assume responsibility for the sheets numbered with an "A"
prefix for the project named above.
Other drawings and specifications attached for the
above-mentioned project have been by and are the
responsibility of the licensed engineer whose stamp and
firm appear on that sheet.
The architect is not responsible for the design of
the mechanical, electrical, plumbing, civil, landscaping,
structural, signage (not specified), fire sprinkler or fire
suppression systems; and does not take responsibility for
the compliance of these areas with the laws of the above
governmental entities. The architect is not responsible for
materials, components or equipment, as well as the
method in which they are installed on the project by
others. The architect is not hired or responsible for
certification, during construction or upon completion of
construction. The architect is not responsible for
improper operation due to faulty installation or product
failure during construction or after completion of
construction when operation has begun by the landlord or
tenant.
The licensed professional whose stamp appears on
sheets other than those specifically noted above shall be
responsible for those items in paragraph three.
PROJECT NUMBER
RC / ST
1. JANUARY 19, 2009 - RESUBMITTAL TO JHA
PERMIT # COMM-12-08-12577
A01SEISMIC CEILING NOTES & TYPICAL REQUIREMENTS
NTS
DETAILS
& TYPES
RICHARD R.CLARK
A5021](https://image.slidesharecdn.com/farmersagourahillsceooffice-151017224621-lva1-app6891/75/Farmers-Agoura-Hills-CEO-Office-17-2048.jpg)
![3'-0"
2"
3'-0"
2"
2"
7'-0"
A
3'-0"
1 3/4"
3'-0"
1 3/4"
7'-0"
13/4"
7'-0"
C
2"
6"
30"
44"HAND-ACT.
OPENING
HARDWARE
7'-0"
1 3/4"
61/2"
31
2'-6"
1 3/4"
5'-0"
1 3/4"
7'-0"
13/4"
7'-0"
D
1 3/4"
61/2"
4
2'-6"
3'-0"
1 3/4"
6'-0"
1 3/4"
8'-0"
13/4"
8'-0"
E
1 3/4"
61/2"
5
3'-0" 3'-0"
G
30"
44"HAND-ACT.
OPENING
HARDWARE
7'-0"
8" 5"
1'-8"
8"
4'-0"
7'-0"
H
2"
4'-0"
2"
2"
7'-0"
2"
6"
8
3'-0"
B
PLAN
8'-0"
8'-0"
5'-71/2"
[EQ] [EQ] [EQ][EQ]
100"
1 3/4"
7'-11 3/4"
5'-71/2"
6
13/4"
8'-0"
13/4"
1 3/4"
7'-10 3/8"
5'-61/8"
F
80"
60"
SCREEN BY OTHERS
DOOR PER SCHEDULE
GYP. BD.
BATT INSULATION
PTD. HM
FRAME
CAULK
SOLID CORE WOOD
DOOR PER SCHEDULE
REFERENCE PLAN
FOR WALL TYPES
PROVIDE DOUBLE STUDS
AT ALL JAMB LOCATIONS
HOLLOW METAL FRAME
PAINTED
2"
6"
STANDARD DIMENSION
@ HINGESIDE TO
PERPENDICULAR WALL
LATEX CAULK
LATEX CAULK
NOTE: FILL W/ BODY PUTTY
ANY EXPAND SCREWS
SAND SMOOTH
FINISH FLOOR PER
SCHEDULE
JAMB & WALL BEYOND
DOOR PER DOOR
SCHEDULE
FINISH FLOOR
CAULK
3/4"
WALL /PLAN
CEILING /PLACEILING
/PLAN
FINISH FLOOR
1/2" TEMP. GLS
12GA WIRE @ 4'-0" O.C.
SATIN STAINLESS
STEEL
SATIN STAINLESS
STEELLATEX
CAULK
16 GA MTL TRK
2 3/4"
90°
WALL /PLAN
1/2" TEMP. GLS DOOR
3/4"
CEILING
/PLAN
CEILING
/PLAN
FINISH
FLOOR
DOOR
WALL /PLAN
12GA WIRE @ 4'-0" O.C.
FLOOR CLOSER
LATEX
CAULK
16 GA MTL TRK
SOLID CORE WOOD
DOOR PER SCHEDULE
REFERENCE PLAN
FOR WALL TYPES
PROVIDE DOUBLE STUDS
AT ALL JAMB LOCATIONS
AWI WOOD FRAME
FINISH & SPECIES /SCHDL
6"
STANDARD DIMENSION
@ HINGESIDE TO
PERPENDICULAR WALL
DOOR PER SCHEDULE
FINISH FLOOR PER
SCHEDULE
JAMB & WALL BEYOND
DOOR PER DOOR
SCHEDULE
3/4"
13/4"
1 1/2"
1/4"
3/4"
13/4"
1/4"
3/4"
1 3/4"
3/4"
1/4"
11/2"
3/4"
GYP. BD.
BATT INSULATION
AWI WD FRAME
FINISH & SPECIES
PER SCHEDULE
FINISH FLOOR
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010203040506070809101112131415161718192021222324252627282930313233343536
SHEET TITLE
REVISION
PROJECT
SEAL
SHEET DISCLAIMER
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOOR
KANSAS CITY MO 64105
816.842.1878
816.842.1292
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may be
reproduced or utilized in any form without the prior written
authorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
DECEMBER 22, 2008
08318-007
FARMERS INSURANCE GROUP
UNIVERSITY OF FARMERS
30801 AGOURA ROAD (BUILDING ONE)
AGOURA HILLS CA 91301
FARMERS
INSURANCE
CHAIRMAN'S
SUITE
I, Matthew Masilionis, California registered
Architect No. C29101 have prepared the drawings and
assume responsibility for the sheets numbered with an "A"
prefix for the project named above.
Other drawings and specifications attached for the
above-mentioned project have been by and are the
responsibility of the licensed engineer whose stamp and
firm appear on that sheet.
The architect is not responsible for the design of
the mechanical, electrical, plumbing, civil, landscaping,
structural, signage (not specified), fire sprinkler or fire
suppression systems; and does not take responsibility for
the compliance of these areas with the laws of the above
governmental entities. The architect is not responsible for
materials, components or equipment, as well as the
method in which they are installed on the project by
others. The architect is not hired or responsible for
certification, during construction or upon completion of
construction. The architect is not responsible for
improper operation due to faulty installation or product
failure during construction or after completion of
construction when operation has begun by the landlord or
tenant.
The licensed professional whose stamp appears on
sheets other than those specifically noted above shall be
responsible for those items in paragraph three.
PROJECT NUMBER
RC / ST
1. JANUARY 19, 2009 - RESUBMITTAL TO JHA
PERMIT # COMM-12-08-12577
DOOR & HARDWARE SCHEDULE
DOOR FRAME
STC
FIRE
RATING
LABEL
HARDWARE
NOTES DESCRIPTIONNO SIZE
HAND
MATL CORE FACING & FINISH
TYPE
MATL FINISH
TYPE
DETAILS - SHEET A601
SETNO
KEYSIDE
RM NO
WIDTH HT THK INSIDE OUT INSIDE OUT HEAD JAMB SILL
S3 4'-0" 7'-0" 1-3/4" RHR HM MC EXIST EXIST H HM EXIST EXIST 8 - - - - 60 MIN 16 EXT. - DOOR (ETR) ADD CARD READER FOR ENTRY
1033 4'-0" 7'-0" 1-3/4" LHR WD SC EXIST EXIST H HM EXIST EXIST 8 - - - - 20 MIN 16 1036 - DOOR (ETR) ADD CARD READER FOR ENTRY
2120 3'-0" 8'-0" 1/2" RHR TEMP. GLASS CLEAR CLEAR B - - - - F01 - F01 - - 1 2140 1 TEMP GLASS W/ CLOSER, PULL, PANIC EXIT & CARD READER
2121 PR:2'-6" 7'-0" 1-3/4" - WD SC 3 3 D AWI WD 2 2 4 W07 R07 N07 - - 2 N/A - FIXED LEVER PULLS
2122A 3'-0" 7'-0" 1-3/4" LH WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 45 - 3 2120 - DOOR W/ CLOSER & CLASSROOM FUNCTION LEVER/LOCKSET
2122B 3'-0" 7'-0" 1-3/4" RH WD SC 3 4 C AWI WD 2 2 3 W07 R07 N07 45 20 MIN 4 2124 - DOOR W/ CLOSER, LEVER/LOCKSET & CARD READER
2123 PR: 3'-0" 8'-0" 1-3/4" - WD SC 3 4 E AWI WD 2 2 5 W07 R07 N07 - 20 MIN 5 2124 - DOOR W/ CLOSER, LEVER/LOCKSET & CARD READER
2124 3'-0" 7'-0" 1-3/4" RHR WD SC 4 4 A W HM P11 P11 1 X07 R01 N01 - 20 MIN 18 N/A - DOOR W/ PANIC EGRESS HARDWARE, CLOSER & MAG-HOLD OPEN ON F.A.
2125 3'-0" 7'-0" 1-3/4" RH WD SC 4 4 A W HM P11 P11 1 X07 R01 N01 - 20 MIN 6 2124 - DOOR W/ OFFICE FUNCTION LEVER/LOCKSET W/ SPRING HINGES
2126 3'-0" 7'-0" 1-3/4" RH WD SC 4 4 A W HM P11 P11 1 X07 R01 N01 - 20 MIN 6 2124 - DOOR W/ OFFICE FUNCTION LEVER/LOCKSET W/ SPRING HINGES
2127 3'-0" 7'-0" 1-3/4" LH WD SC 4 4 A W HM P11 P11 1 X07 R01 N01 - 20 MIN 6 2124 - DOOR W/ OFFICE FUNCTION LEVER/LOCKSET W/ SPRING HINGES
2129A 3'-0" 7'-0" 1-3/4" LHR WD SC 4 4 A W HM P11 P11 1 X07 R01 N01 - 20 MIN 7 2128 - DOOR W/ CLOSER, LEVER/LOCKSET & CARD READER
2129B 3'-0" 7'-0" 1-3/4" RH WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 8 2131 - DOOR W/ CLOSET FUNCTION LEVER/LOCKSET
2130 7'-10 3
8" 5'-5 7
8" 7/8" - WD - 3 3 F AWI WD 2 2 6 F01/A303 A10/
A303
A01/
A303
- - 9 N/A
- BI-FOLDING TURNAWAY CABINET DOORS
2131A PR: 3'-0" 8'-0" 1-3/4" - WD SC 3 3 E AWI WD 2 2 5 W07 R07 N07 - - 10 2120 - DOOR W/ CLOSER & CLASSROOM FUNCTION LEVER/LOCKSET
2131B PR: 3'-0" 8'-0" 1-3/4" - WD SC 3 4 E AWI WD 2 2 5 W07 R07 N07 - 20 MIN 5 2124 - DOOR W/ CLOSER, LEVER/LOCKSET & CARD READER
2132A 3'-0" 7'-0" 1-3/4" RH WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 11 2136 - DOOR W/ CLOSER & CLASSROOM FUNCTION LEVER/LOCKSET
2132B 3'-0" 7'-0" 1-3/4" RH WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 11 2135 - DOOR W/ CLOSER & CLASSROOM FUNCTION LEVER/LOCKSET
2133 3'-0" 7'-0" 1-3/4" RH WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 12 2135 - DOOR W/ PRIVACY FUNCTION LEVER/LOCKSET
2134A 3'-0" 7'-0" 1-3/4" RHR WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 13 2135 - DOOR W/ CLOSER & CLOSET FUNCTION LEVER/LOCKSET
2134B 3'-0" 7'-0" 1-3/4" LHR WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 14 2131 - DOOR W/ CLOSER & CLOSET FUNCTION LEVER/LOCKSET
2135 3'-0" 7'-0" 1-3/4" LH WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 15 2136 - DOOR W/ CLOSER & OFFICE FUNCTION LEVER/LOCKSET
DOOR TYPES
FRAME TYPES
GENERAL DOOR NOTES:
1. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND
44" ABOVE THE FLOOR.
2. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR
DOORS AND INTERIOR DOORS; SUCH PULL OR PUSH EFFORT BEING APPLIED AT
RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR
FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY
BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED,
THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE
MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO
EXCEED 15 POUNDS.
3. ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL
KNOWLEDGE.
4.
DOOR KEY NOTES:
1. BLUMCRAFT SERIES 1301 - HALF-INCH TEMPERED CLEAR FLOAT GLASS W/ 3/4" HIGH
STAINLESS STEEL TOP & BOTTOM RAILS . DORMA (BTS -80) 90° FLOOR CLOSER W/
90° HOLD OPEN. INTERIOR: CONCEALED PANIC DEVICE 1-1/4" Ø BLUMCRAFT
'H-100-A'. FOLGER ADAM 310-1 ELECTRIC STRIKE W/ 3/4" STRAIGHT KEEPER W/O
SIGNAL SWITCHES USING H-100 PANIC HOUSINGS. EXTERIOR: 1-1/4" Ø PULL 'A'.
STAINLESS STEEL SATIN US32D BHMA 630. CENTER HUNG PIVOTS. POSITIVE STOP -
AUXILIARY FLOOR STOP. ACCESS CARD READER FOR ENTRY. FAIL-SAFE. SIDELIGHT
WITH TOP & BOTTOM RAILS TO MATCH DOOR.
2. RED OAK. FINISH COLOR TO MATCH COLOR AS SELECTED FOR KEY NOTE 3..
3. FACTORY FINISH DOOR FACE. GRADE 'AA' RIFT CUT RED OAK VENEER. SLIP MATCH.
CENTER/BALANCE MATCH. COLOR TO BE SELECTED FROM MFG. FULL RANGE OF
STANDARD COLORS.
4. FACTORY FINISH DOOR FACE. GRADE 'AA' RIFT CUT RED OAK VENEER. SLIP MATCH.
CENTER/BALANCE MATCH. EGGER'S STANDARD COLOR 03 LIGHT OAK - MATCH
BUILDING TYPICAL DOORS.
DETAILS, TYPES
& SCHEDULES
RICHARD R.CLARK
A601
X01HEAD
1-1/2" = 1'-0"
R01JAMB
1-1/2" = 1'-0"
N01SILL
1-1/2" = 1'-0"
K01JAMB
1-1/2" = 1'-0"
A01DETAIL
1-1/2" = 1'-0"
F01HEAD & SILL
1-1/2" = 1'-0"
W07HEAD
1-1/2" = 1'-0"
R07JAMB
1-1/2" = 1'-0"
N07SILL
1-1/2" = 1'-0"
A14DOORS
NTS
1
1
DOOR HARDWARD SET SCHEDULE:
SET #1 DOORS: 2120
NOTE: ALL HARDWARE IS COMPLETE BY THE DOOR AND FRAME
MANUFACTURER EXCEPT FURNISH INTERCHANGEABLE CORE TYPE
CYLINDERS AS REQUIRED TO MATCH EXISTING.
SET #2 DOORS: 2121
6 HINGES TA2714 4 1/2 X 4 1/2 26D MC
2 DUMMY TRIM CRR 855 626 YA
2 OVERHEAD STOP 10-236 652 RX
2 ROLLER LATCH RL1B US26D MC
2 DOOR SILENCERS S2W MC
SET #3 DOORS: 2122A
3 HINGES T4A3786 4 1/2 X 4 1/2 26D MC
1 LOCKSET CRR 8808FL LC 626 YA
1 CLOSER 7500 H 689 NO
1 WEATHERSTRIP 2891 AS 1 X 36" 2 X 84" PE
1 AUTO DOOR BOTTOM 4301 CPKL 36" PE
1 THRESHOLD 271 A 36" PE
NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING
SET #4 DOORS: 2122B
2 HINGES T4A3786 4 1/2 X 4 1/2 26D MC
1 ELECTRIC HINGE T4A3786 4 1/2 X 4 1/2 QC12 26D MC
1 ELECTRIC LOCK CRR 8891FL 24VDC LBM REX 626 YA
1 CLOSER 7705 PT 689 NO
1 WEATHERSTRIP 2891 AS 1 X 36" 2 X 84" PE
1 AUTO DOOR BOTTOM 4301 CPKL 36" PE
1 THRESHOLD 271 A 36" PE
NOTE: CARD READER AND POWER SUPPLY BY THE SECURITY CONTRACTOR
NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING
SET #5 DOORS: 2123, 2131B
1 ELECTRIC HINGE T4A3786 4 1/2 X 4 1/2 QC12 26D MC
7 HINGES T4A3786 4 1/2 X 4 1/2 NRP 26D MC
1 AUTO FLUSH BOLT SET FB10W US26D MC
1 ELECTRIC LOCK CRR 8891FL 24VDC LBM REX 626 YA
2 CLOSER 7705 PT 689 NO
1 WALL STOP WS03 US26D MC
1 DUST PROOF STRIKE DPS3 US26D MC
1 COORDINATOR CSM500 61" TO 72" PRIMED MC
1 SMOKE SEAL PK 55 D 25' PE
2 AUTO DOOR BOTTOM 4301 CPKL 36" (AT DOOR 2131B) PE
1 THRESHOLD 271 A 72" (AT DOOR 2131B) PE
NOTE: CARD READER AND POWER SUPPLY BY THE SECURITY CONTRACTOR
NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING
NOTE: ASTRAGAL BY DOOR MANUFACTURER.
SET #6 DOORS: 2125, 2126, 2127
3 SPRING HINGES 1502 4 1/2 X 4 1/2 26D MC
1 LOCKSET CRR 8807FL LC 626 YA
1 WALL STOP WS03 US26D MC
1 SMOKE SEAL PK 55 D 17' PE
NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING
SET #7 DOORS: 2129A
1 ELECTRIC HINGE TA2714 4 1/2 X 4 1/2 QC12 26D MC
2 HINGES TA2714 4 1/2 X 4 1/2 NRP 26D MC
1 ELECTRIC LOCK CRR 8891FL 24VDC LBM REX 626 YA
1 CLOSER PR7500 689 NO
1 KICKPLATE KP50 8" X 34" CSK HB4E US32D MC
1 WALL STOP WS03 US26D MC
1 SMOKE SEAL PK 55 D 17' PE
NOTE: CARD READER AND POWER SUPPLY BY THE SECURITY CONTRACTOR
NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING
SET #8 DOORS: 2129B
3 HINGES TA2714 4 1/2 X 4 1/2 26D MC
1 LOCKSET CRR 8808FL LC 626 YA
1 WALL STOP WS03 US26D MC
3 DOOR SILENCERS S2W MC
NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING
SET #9 DOORS: 2130
2 DOOR PULLS MOCKETT - DP55A 626
1 EA - R & L HAWA-TURNAWAY 35/X3 PIVOT SLIDING DOOR FITTING
1 EA - R & L HAWA BI-FOLDING DOOR FITTING FOR TURNAWAYS
1 SET- 407.73.153- HAWA-TURN-AWAY 35/X3 LH.126-245CM
1 SET- 407.73.055- HAWA-TURN-AWAY 35/X3 RH.126-245CM
1 SET- 407.73.063- HAWA-TURN-AWAY FOLDING X2,3 RH
1 SET- 407.73.161- HAWA-TURN-AWAY FOLDING X2,3 LH
SET #10 DOORS: 2131A
8 HINGES T4A3786 4 1/2 X 4 1/2 26D MC
1 AUTO FLUSH BOLT SET FB10W US26D MC
1 LOCKSET CRR 8808FL LC 626 YA
2 CLOSER CPS-7500-T 689 NO
1 COORDINATOR CSM500 61" TO 72" PRIMED MC
1 DUST PROOF STRIKE DPS3 US26D MC
1 SMOKE SEAL PK 55 D 25' PE
2 AUTO DOOR BOTTOM 4301 CPKL 36" PE
1 THRESHOLD 271 A 72" PE
NOTE: ASTRAGAL BY DOOR MANUFACTURER.
NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING
SET #11 DOORS: 2132A, 2132B
3 HINGES TA2714 4 1/2 X 4 1/2 26D MC
1 LOCKSET CRR 8808FL LC 626 YA
1 CLOSER 8501 689 NO
1 WALL STOP WS03 US26D MC
3 DOOR SILENCERS S2W MC
NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING
SET #12 DOORS: 2133
3 HINGES TA2714 4 1/2 X 4 1/2 26D MC
1 PRIVACY SET CRR 8802FL 626 YA
1 WALL STOP WS03 US26D MC
3 DOOR SILENCERS S2W MC
SET #13 DOORS: 2134A
3 HINGES TA2714 4 1/2 X 4 1/2 26D MC
1 LOCKSET CRR 8807FL LC 626 YA
1 CLOSER PR8501 689 NO
1 WALL STOP WS03 US26D MC
3 DOOR SILENCERS S2W MC
NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING
SET #14 DOORS: 2134B
1 ELECTRIC HINGE TA2714 4 1/2 X 4 1/2 QC12 26D MC
2 HINGES TA2714 4 1/2 X 4 1/2 26D MC
1 ELECTRIC LOCK CRR 8891FL 24VDC LBM REX 626 YA
1 CLOSER CPS-8501 689 NO
1 KICK PLATE KP50 8" X 34" CSK HB4E US32D MC
3 DOOR SILENCERS S2W MC
NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING
NOTE: CARD READER AND POWER SUPPLY BY THE SECURITY CONTRACTOR.
SET #15 DOORS: 2135
3 HINGES TA2714 4 1/2 X 4 1/2 26D MC
1 LOCKSET CRR 8807FL LC 626 YA
1 CLOSER CPS-8501-T 689 NO
1 WEATHERSTRIP 2891 AS 1 X 36" 2 X 84" PE
1 AUTO DOOR BOTTOM 4301 CPKL 36" PE
1 THRESHOLD 271 A 36" PE
NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING
SET #16 DOORS: S3, 1033
1 EXIT DEVICE 7100 X 632F P SEX NUTS 630 YA
1 CONTROLLER 781N YA
1 DOOR CORD TSB-C SN
NOTE: CARD READER BY THE SECURITY CONTRACTOR
NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING
NOTE: REUSE THE EXISTING HARDWARE EXCEPT FURNISH THE FOLLOWING
ABOVE NEW HARDWARE. FIELD VERIFY THAT THE ABOVE HARDWARE WILL
PERFORM AND OPERATE PROPERLY ON THE ABOVE EXISTING OPENING FOR
A NEW CARD READER OPERATION.
SET #17 DOORS: 1036, S3A
NIC
SET #18 DOORS: 2124
3 HINGES T4A3786 4 1/2 X 4 1/2 26D MC
1 EXIT DEVICE 7100F X CR628F SEX NUTS 630 YA
1 MAGNETIC HOLDER 998 689 RX
1 CLOSER 7500 689 NO
1 KICK PLATE KP50 8" X 34 CSK HB4E US32D MC
1 SMOKE SEAL PK 55 D 17' PE
1. JANUARY 19, 2009 - RESUBMITTAL TO JHA
PERMIT # COMM-12-08-12577
2. FEBRUARY 2, 2009 - ASI #6 [DOOR#2130]
2
2
2
2](https://image.slidesharecdn.com/farmersagourahillsceooffice-151017224621-lva1-app6891/75/Farmers-Agoura-Hills-CEO-Office-18-2048.jpg)
Uploaded byRichard Clark
Farmers Agoura Hills CEO Office
This document contains plans and specifications for a tenant improvement project for Farmers Insurance Company in an existing building in Agoura Hills, California. It includes a cover page with project information, a sheet index, general notes, contact information, and permit details. The plans include demolition plans, floor plans, reflected ceiling plans, interior elevations, sections, details, schedules, and specifications. It provides documentation for the interior renovation of existing office space into a Chairman's Suite for Farmers Insurance, including new partitions, ceilings, lighting, mechanical, electrical and low voltage systems.
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- 1. VENTURA FREEWAYAGOURA ROAD LINEOF SITE NEW MECH UNIT LINE OF SITE EXISTING BUILDING SHEET LEGEND # TITLE DESCRIPTION, CONTENT & SCALE DATE A001 COVER - DEC. 22, 2008 A012 SITE EXISTING SITE AND PARKING DEC. 22, 2008 A013 PLAN GROUND LEVEL EGRESS REF. PLAN DEC. 22, 2008 A014 PLAN 2ND FLOOR EGRESS REFERENCE PLAN DEC. 22, 2008 A015 PLAN REF. PLANS EXISTING RESTROOMS DEC. 22, 2008 A022 ELEVATIONS EXISTING RESTROOM ELEVATIONS DEC. 22, 2008 A101 PLAN DEMOLITION ENLARGED PLAN 3/16" = 1'-0" DEC. 22, 2008 A102 PLAN FLOOR PLAN 3/16" = 1'-0" 2/2/09 - ASI 8 A103 PLAN RCP 3/16" = 1'-0" 2/2/09 - ASI 6 A104 PLAN FF & E PLAN 3/16" = 1'-0" 1/29/09 - ASI 3 A105 PLAN FINISH PLAN 3/16" = 1'-0" 1/29/09 - ASI 3 A201 ELEVATIONS INTERIOR ELEVATIONS DEC. 22, 2008 A301 SECTIONS MILLWORK SECTIONS & DETAILS 2/2/09 - ASI 6 A302 SECTIONS MILLWORK SECTIONS & DETAILS JAN. 19, 2009 A303 SECTIONS MILLWORK SECTIONS & DETAILS 2/2/09 - ASI 6 A501 TYPES WALL DETAILS & WALL TYPES 2/2/09 - ASI 8 A502 DETAILS SEISMIC CEILING NOTES & DETAILS JAN. 19, 2009 A601 SCHEDULES DOOR SCHEDULE, TYPES & DETAILS 2/2/09 - ASI 6 A602 SCHEDULES FINISH SCHEDULE & DETAILS 1/29/09 - ASI 2 A701 SPECS SPECIFICATIONS DEC. 22, 2008 A702 SPECS SPECIFICATIONS DEC. 22, 2008 A703 SPECS SPECIFICATIONS DEC. 22, 2008 A704 SPECS SPECIFICATIONS DEC. 22, 2008 ME101 SPECS MECHANICAL/ELECTRICAL SPECS 1/23/09 - ASI 1 M101 PLAN DEMOLITION PLAN MECHANICAL 2/2/09 - ASI 4 M102 PLAN FLOOR PLAN MECHANICAL 2/2/09 - ASI 4 M103 SCHEDULES MECHANICAL SCHEDULES DEC. 22, 2008 M104 DETAILS MECHANICAL DETAILS DEC. 22, 2008 M105 TITLE 24 MECHANICAL TITLE 24 DEC. 22, 2008 M106 TITLE 24 MECHANICAL TITLE 24 DEC. 22, 2008 P102 PLAN PLUMBING PLAN DEC. 22, 2008 P103 SCHEDULES PLUMBING SCHEDULES & DETAILS DEC. 22, 2008 FP101 PLAN FIRE PROTECTION PLAN DEC. 22, 2008 E101 PLAN DEMOLITION PLAN ELECTRICAL DEC. 22, 2008 E102 PLAN ELECTRICAL FLOOR PLAN - POWER 1/29/09 - ASI 3 E103 PLAN ELECTRICAL PLAN - LIGHTING 1/29/09 - ASI 3 E104 SCHEDULES ELECTRICAL SCHEDULES DEC. 22, 2008 E105 DETAILS ELECTRICAL DETAILS DEC. 22, 2008 E106 TITLE 24 ELECTRICAL TITLE 24 DEC. 22, 2008 ABBREVIATIONS @ AT FLR FLOOR RE: REFER TO ACC ACCESSIBLE GSF GROSS SF REQD REQUIRED BW BOTTLE WATER H/L HIGH/LOW DF RO ROUGH OPENING CLR CLEAR INT INTERIOR SF SQUARE FEET DF DRINKING FOUNTAIN LAV LAVATORY SUB SUBSTITUTE DIST DISTRIBUTED LL LIVE LOAD TBL TABLE EA EACH M MALE TBD TO BE DETERMINED EAD EXIT ACCESS DOORWAYS MAX MAXIMUM UR URINAL EXC EXCEPTION MIN MINIMUM WC WATER CLOSETS F FEMALE NU NOT USED W/ WITH FIN FINISH OL OCCUPANT LOAD PRT PRINTER F.V. FIELD VERIFY P.LAM PLASTIC LAMINATE OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFOI OWNER FURNISHED OWNER INSTALLED CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEET TITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 BUILDING CODE: 2007 CALIFORNIA BUILDING CODE USE DESCRIPTION: OFFICE CONSTRUCTION TYPE: TYPE V-B OCCUPANCY TYPE: B - BUSINESS FULLY SPRINKLED: YES EXISTING TENANT AREA: 59356 SQUARE FEET - FIRST FLOOR 58763 SQUARE FEET - SECOND FLOOR NEW TENANT AREA: 0 SQ FT AREA OF CONSTRUCTION: 6200 SQUARE FEET APPROXIMATE USABLE AREA: 5580 SQUARE FEET APPROXIMATE 2ND FLR OCCP LOAD: 53843 SQ FT @ 100 SQ FT / OCCP = 538 OCCUPANTS 4920 @ 15 SQ FT / OCCP = 328 OCCUPANTS 538 + 328 = 866 TOTAL OCCUPANTS EXITS REQUIRED: 3 EXITS PROVIDED: 4 A01CODE INFORMATION Q08BUILDING LOCATION REFERENCE MAPS NTS A TENANT FINISH FOR: FARMERS INSURANCE CHAIRMAN'S SUITE - UNIVERSITY OF FARMERS 30801 AGOURA ROAD - BUILDING 1 AGOURA HILLS CA 91301 PROJECT DESCRIPTION: THIS PROJECT IS A TENANT IMPROVEMENT PROJECT FOR FARMERS' INSURANCE COMPANY IN AN EXISTING BUILDING FOR BUSINESS USE. 1 X01 A101 X01 A101 PLAN NOTE WALL TYPE FURNITURE TYPE DOOR NUMBER WINDOW TYPE REVISION NUMBER EQUIPMENT TYPE OFFICE 101 ROOM NAME AND NUMBER NEW DOOR EXISTING DOOR TO BE REMOVED DATA OUTLET DATA OUTLET DATA / PHONE OUTLET EMERGENCY LIGHT DATA / PHONE OUTLET DUPLEX OUTLET DUPLEX OUTLET QUADPLEX OUTLET MOTION DETECTOR SPECIALTY OUTLET QUADPLEX OUTLET PHONE OUTLET PHONE OUTLET CAMERA EXHAUST FAN EXIT LIGHT SPRINKLER HEAD FLOURESCENT STRIP LIGHT WALL WASHING CAN LIGHT CAN LIGHT MECHANICAL SUPPLY GRILL CORE DRILL FIRE EXTINGUISHER (IN CABINET) LIGHT SWITCH EMERGENCY LIGHT EMERGENCY CAN LIGHT WALL MOUNTED AT 46" A.F.F. DIMMER SWITCH WALL MOUNTED AT 46" A.F.F. THREE-WAY SWITCH WALL MOUNTED AT 46" A.F.F. CABLE OUTLET WALL MOUNTED AT 46" A.F.F. JUNCTION BOX WALL MOUNTED AT 18" A.F.F. JUNCTION BOX FLOOR MOUNTED WALL MOUNTED AT 18" A.F.F. WALL MOUNTED AT 18" A.F.F. FLOOR MOUNTED FLOOR MOUNTED WALL MOUNTED AT 18" A.F.F. FLOOR MOUNTED WALL MOUNTED AT 18" A.F.F. FLOOR MOUNTED WALL MOUNTED AT 18" A.F.F. FLOOR MOUNTED WALL MOUNTED AT 18" A.F.F. WALL MOUNTED AT 46" A.F.F. WALL MOUNTED CEILING MOUNTED CEILING MOUNTED WALL MOUNTED EXIT LIGHT INCANDESCENT LIGHT CEILING MOUNTED INCANDESCENT LIGHT WALL MOUNTED TRACK LIGHT FLOURESCENT LIGHT FIXTURE RECESSED FLOURESCENT LIGHT FIXTURE SURFACE MOUNTED FLOURESCENT LIGHT FIXTURE PARABOLIC LENS EXISTING DOOR TO REMAIN OFFICE 101 S S S S S S S S S S S S S S S S S S EMERGENCY FLOURESCENT LIGHT FIXTURE ELECTRICAL PANEL ELECTRICAL GENERATOR ELECTRICAL TRANSFORMER MECHANICAL RETURN GRILL FLOOR DRAIN WATER METER ELECTRICAL METER GAS METER 42" GFI E R 220 INDICATES EXISTING TO REMAIN INDICATES EXISTING IN RELOCATED LOCATION INDICATES HEIGHT TO CENTERLINE A.F.F. INDICATES SPECIAL VOLTAGE REQUIREMENT INDICATES GROUND FAULT INTERCEPT FIRE ALARM ANNUNCIATOR PANEL ONE-HOUR RATED WALL TWO-HOUR RATED WALL ONE-HOUR SMOKE WALL TWO-HOUR SMOKE WALL FIRE / HORN / STROBE PULL STATION WALL MOUNTED AT 46" A.F.F. HORN STROBE ALARM WALL MOUNTED HORN WALL MOUNTED FIRE ALARM PULL STATION WALL MOUNTED AT 46" A.F.F. KEYPAD WALL MOUNTED AT 46" A.F.F. STROBE LIGHT WALL MOUNTED THERMOSTAT WALL MOUNTED AT 46" A.F.F. SMOKE DETECTOR SPEAKER EXISTING WALL TO BE REMOVED COLUMN REFERENCE NUMBER CONTROL POINT OR DATUM BUILDING SECTION OR ELEVATION REFERENCE WALL SECTION OR DETAIL REFERENCE NEW WALL EXISTING WALL TO REMAIN E29SYMBOLS LEGEND NOTE: NOT ALL SYMBOLS ARE USED HEREIN TENANT ZURICH FARMERS US 4680 WILSHIRE BLVD. LOS ANGELES, CA 90010 323/932-3677 323/932-8094 fax BECKY TAYLOR rebecca.1.taylor@farmersinsurance.com ARCHITECT REES MASILIONIS TURLEY ARCHITECTURE 908 BROADWAY 6TH FLOOR KANSAS CITY, MO 64105 816/842-1292 816/842-1878 fax RICHARD CLARK richard.clark@rees-studio.com ERIN ELKIN erin.elkin@rees-studio.com CONTRACTOR PINNACLE CONTRACTING CORPORATION 21031 VENTURA BLVD, STE401 WOODLAND HILLS, CA 91364 818/888-6548 x12 818/888-6076 FAX MARK TIEMAN mark@pincon.com MEP ENGINEER BGR ENGINEERS 908 BROADWAY, 2ND FLOOR KANSAS CITY, MO 64105 816/842-2800 816/842-4884 fax KATRINA GERBER kgerber@bgrengineers.com DOMINICK RUCERETO drucereto@bgrengineers.com F01CONTACT INFORMATION D14PERMIT INFO. INSPECTIONS: CONTRACTOR SHALL COORDINATE REQUIRED INSPECTIONS FROM ALL LOCAL JURISDICTIONS. THE OWNER SHALL PROVIDE SPECIAL INSPECTORS WHO SHALL PROVIDE SPECIAL INSPECTIONS DURING CONSTRUCTION ON THE TYPE OF WORK AS REQUIRED. PERMIT: THIS DOCUMENT PACKAGE IS BEING SUBMITTED FOR AN INTERIOR TENANT IMPROVEMENT BUILDING PERMIT: 1. INTERIOR PARTITIONS 2. FINISHED CEILING SYSTEMS 3. MODIFIED ELECTRICAL POWER, LIGHTING & COMMUNICATIONS 4. MODIFIED HVAC DEFERRED SUBMITTALS: 1. MODIFIED FIRE PROTECTION FIRE DEPARTMENT APPROVAL WILL BE NECESSARY FOR ALTERNATION OF EXISTING FIRE SPRINKLER SYSTEM. N.I.C. COMPLIANCE: FULL COMPLIANCE PER LAW, ADA AND LOCAL JURISDICTIONS SHALL BE PROVIDED. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AS INDICATED HEREIN PRIOR TO INSPECTIONS. G.C. TO NOTIFY ARCHITECT FOR INSTRUCTIONS. JURISDICTION HAVING AUTHORITY PER CODE SHALL MAINTAIN THE RIGHT TO INSPECT AND VERIFY CONDITIONS, DIRECT CORRECTIVE ACTION AND COMPLIANCE WITH CODES. N KEY PLAN - 2ND FLOOR AREA OF CONSTRUCTION KEY PLAN - 1ST FLOOR CONC KEY PLAN - SITE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE GOVERNING LAWS AND CODES, AND IN ACCORDANCE WITH AUTHORITIES HAVING JURISDICTION. 2. GC TO VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. CALCULATE AND MEASURE REQUIRED DIMENSIONS. DO NOT SCALE DRAWINGS UNLESS OTHERWISE INDICATED. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER GRAPHIC REPRESENTATION. DETAIL DIMENSIONS TAKE PRECEDENCE OVER PLAN DIMENSIONS. 4. ALL ITEMS SUPPLIED BY THE OWNER AND INSTALLED BY THE CONTRACTOR WILL BE COORDINATED BY THE CONTRACTOR FROM DELIVERY TO INSTALLATION. 5. DIMENSIONS ON DRAWINGS ARE FINISH FACE TO FINISH FACE OF PARTITIONS, COLUMNS, ETC., OR TO WHERE SHOWN, UNLESS OTHERWISE NOTED. 6. THE GENERAL CONTRACTOR (GC, HEREAFTER) UPON SIGNING THE OWNER/GC AGREEMENT, ACCEPTS THE CD (INCLUDING THESE DRAWINGS W/ THE INCLUDED NOTES & DESCRIPTIVE MATERIAL) & AGREES TO EXECUTE THE NECESSARY WORK IN MANNER DESCRIBED THEREIN. 6.1. UPON EXAMINATION / FAMILIARIZATION OF CD & JOB SITE VISIT, ANY DISCREPANCIES, OMISSIONS, AMBIGUITIES AND/OR CONFLICTS NOTED, SHALL BE BROUGHT TO THE ATTENTION OF REES MASILIONIS TURLEY ARCHITECTURE, L.L.C. IN WRITING, FOR CORRECTION. 6.2. ANY ELEMENT, WHATSOEVER, REQUIRED BY BUILDING TO BE INCORPORATED IN CONSTRUCTION BUT NOT SPECIFIED IN CD SHALL BE BROUGHT TO ATTENTION OF REES MASILIONIS TURLEY ARCHITECTURE, L.L.C. FOR REVIEW/ACTION. 6.3. NO MODIFICATIONS / REVISIONS / CHANGES SHALL BE UNDERTAKEN UNLESS SPECIFICALLY SO INSTRUCTED AND APPROVED BY OWNER. 6.4. DURING COURSE OF PROJECT, GENERAL CONTRACTOR SHALL MAKE EVERY EFFORT TO FULLY INFORM ALL CONCERNED PARTIES REGARDING DECISIONS/ACTIONS TAKEN WHICH, IN ANY WAY, MIGHT AFFECT ANY SAID CONSTRUCTION CONDITIONS. 7. ALL EXISTING HOLES/CRACKS IN SLAB AND THOSE RESULTING FROM THE CONSTRUCTION PROCESS SHALL BE FILLED/REPAIRED AND THE SURFACE PATCHED SMOOTH AND LEVEL WITH ADJACENT FLOOR SURFACE, IN A MANNER ACCEPTABLE TO OWNER AND REES MASILIONIS TURLEY ARCHITECTURE, L.L.C.. 8. GC SHALL BE RESPONSIBLE FOR FIELD MEASURING OF EXISTING CONDITIONS PRIOR TO START OF WORK AND DURING CONSTRUCTION, AS NECESSARY, TO ASSURE CONSTRUCTION ADHERENCE TO DRAWINGS. BY ENTERING INTO A CONSTRUCTION CONTRACT FOR THIS WORK, GC SHALL INDICATE HIS FAMILIARITY WITH THE SITE/FIELD CONDITIONS. 8.1. ALL "HOLD" DIMENSIONS SHALL BE MONITORED TO ASSURE CORRECTNESS. 8.2. ANY DIMENSION REVISIONS/MODIFICATIONS ARE TO BE BROUGHT TO ATTENTION OF THE ARCHITECT FOR REVIEW/APPROVAL. 9. ALL VERTICAL DIMENSIONS SHALL BE TAKEN FROM "BENCH MARK" OR OTHER SIMILAR GUIDE ESTABLISHED PRIOR TO START OF CONSTRUCTION. HIGH POINTS, LOW POINTS, IRREGULARITIES IN FLOOR SLAB, PARTICULARLY, WHICH COULD IN ANY WAY AFFECT FABRICATION/INSTALLATION WORK OF OTHER TRADES OR VENDORS (I.E., CABINET CONTRACTORS), SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 9.1. VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1/2" FOR EVERY 10'-0" IN EVERY DIRECTION WILL REQUIRE LEVELING OF SLAB BY G.C. LEVELING OF SLAB TO BE DONE AS REQUIRED READY TO RECEIVE FLOOR FINISHES, (I,E, VINYL TILE FLOORS, CARPETING, ETC). G.C. TO VERIFY SLAB CONDITION PRIOR TO BID SUBMISSION AND CONTACT LANDLORD. 10. GC, SUBCONTRACTORS, AND ALL VENDORS ARE TO VERIFY ALL CLEARANCES (CORRIDORS, STAIRS, ELEVATORS, ETC.) REQUIRED FOR DELIVERIES AND PASSAGE OF ALL JOB MATERIALS/EQUIPMENT. 11. ALL NECESSARY WOOD BLOCKING / GROUNDS, ETC., ARE TO BE SUPPLIED AS FIREPROOFED ELEMENTS. GC SHALL FULLY COORDINATE SETTING/PLACEMENT OF THESE ELEMENTS AS REQUIRED BY LOCAL CODE/BUILDING OR SURROUNDINGS. 11.1. GROUND/BLOCKING MAY NOT BE WHOLLY SHOWN ON DRAWINGS AND GOOD CONSTRUCTION PRACTICE SHALL GOVERN/DETERMINE SAID USE WHERE A QUESTION ARISES. 11.2. GC TO PAY PARTICULAR ATTENTION TO ALL LOCATIONS OF DRYWALL PARTITION CONSTRUCTION THAT ABUT OR RECEIVE MILLWORK OR CABINET WORK CONSTRUCTION. INTERNAL WOOD BLOCKING SHALL BE SUPPLIED FOR STURDY ANCHORAGE AT INTERSECTIONS OF WOOD/GLASS BORROWED LIGHT PARTITIONS AND ADJACENT DRYWALL CONSTRUCTION AS REQUIRED. A24GENERAL NOTES A08SITE SECTION CUT @ NEW RTU D19NOTES 1. THIS PROJECT SHALL COMPLY WITH TITLE 24 AND 2007 CBC. 2. NOTE: "PENETRATIONS OF FIRE-RESISTIVE WALLS, FOOR-CEILINGS AND ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SECTIONS 712.3 AND 712.4" COVER RICHARD R. CLARK A001 1 1 1
- 2. CONC DRIVEWAY PUBLIC RIGHT-OF-WAY DENOTES ACCESSIBLEPATH DENOTES ACCESSIBLE PATH EXISTING ACCESSIBLE RAMP & LANDING SYSTEM A06 A012 9'-0" 5'-0" 4'-0" 18'-0" 9'-0" 8'-0" ACCESSIBLE ROUTE 9'-0" VAN ACCESSIBLE MIN. MIN. MIN.MIN. ACCESSIBLE AISLE INTERNATIONAL SYMBOL OF ACCESSIBILITY STALL EMBLEM NO PARKING NO PARKING 1'-0" 3'-0" HANDICAP PARKING SIGN (TYP.) CURB STOPMIN. CURB RAMP REQUIRED WHEN WALK IS AT DIFFERENT LEVEL THAN PARKING ELEVATION GENERAL DISABLED PARKING SPACE NOTES: 1. DISABLED PARKING SPACE MUST PERMIT USE OF EITHER CAR DOORS. 2. A PARKING BUMPER IS REQUIRED WHEN NO CURB OR BARRIER IS PROVIDED WHICH WILL PREVENT ENCROACHMENT OF CARS OVER THE ADJOINING ACCESSIBLE ROUTE. 3. WHEELCHAIR USERS MUST NOT TO BE FORCED TO GO BEHIND PARKED CARS OTHER THAN THEIR OWN TO ACCESS AN ADJOINING ACCESSIBLE ROUTE. 4. THE MAXIMUM SURFACE SLOPE WITHIN THE DISABLED PARKING SPACE AND ADJACENT ACCESS AISLE MAY NOT EXCEED 2% IN ANY DIRECTION. 5. CURB RAMPS MANY NOT ENCROACH INTO THE REQUIRED DIMENSIONS OF DISABLED PARKING SPACES OR ADJACENT ACCESS AISLES. 6. ACCESS AISLE (LOADING/UNLOADING AREA) MUST CONNECT TO AN ACCESSIBLE PATH OF TRAVEL TO THE FACILITY. 7. THE WORDS "NO PARKING" MUST BE PAINTED ON THE GROUND WITHIN EACH ACCESS AISLE. 8. RAMPS ARE NOT ALLOWED TO ENCROACH INTO LOADING/UNLOADING ZONES, PARKING SPACES OR VEHICULAR TRAFFIC LANES. MIN. MIN. MIN. RESERVED RESERVED VAN ACCESSIBLE 1/2" RADIUS BLUE REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUAL 80" MIN. TO FREE STANDING 36" MIN. FOR WALL MOUNTED TO TOP OF WALKING SURFACE EMBLEM MUST BE LOCATED IN STALL SO THAT IS VISIBLE BY A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE (CENTERED AT ENTRANCE TO STALL RECOMMENDED) • SIGN TO BE CENTERED AT THE INTERIOR END OF PARKING SPACE • AREA OF SIGN TO BE A A MIN. OF 70 SQ. IN. • DESIGNATE FOR "VAN ACCESSIBLE" WHERE APPOPRIATE 3'-0" 3'-0" UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT SIERRA TOWING & TRANSPORT CO., INC. OR BY TELEPHONING (818)-707-2198. 22"MIN. 17" MIN. 22"MIN. 17" MIN. UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT SIERRA TOWING & TRANSPORT CO., INC. OR BY TELEPHONING (818)-707-2198. MINIMUM FINE $250 MINIMUM FINE $250 L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEET TITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 N A16EXISTING SITE PLAN 1:60 R16ACCESSIBLE PARKING DETAILS 1/4" = 1'-0" 01' 4' R06ACCESSIBLE PARKING SIGN DETAILS 1/4" = 1'-0" 01' 4' A06ACCESSIBLE PATH, RAMP & PARKING NTS REFERENCE EXISTING SITE RICHARD R. CLARK A012 1 1 1
- 3. LOBBY 1000 MARTIN D. FEINSTEINCENTER FOR PROF. DEVELOPMENT 1004 ELEV. MECH. 1002 GENERAL SESSION CLASSROOM #1 1009 CORRIDOR 1006 TRAINING STORAGE 1011 TRAINING STORAGE 1016 GENERAL SESSION CLASSROOM #2 1015 TRAINING STORAGE 1017 INNOVATIVE STRATEGIC CENTER 1019 BREAKOUT ROOM #2 1021 BREAKOUT ROOM #1 1022 CONCESSION AREA 1023 I.S.C STORAGE ROOM 1020 MARKETING TRAINING ROOM 1028 MARKETING TRAINING ROOM #2 1027 MECHANICAL ROOM 1039 MECHANICAL ROOM 1038 ELECTRICAL ROOM 1037 MECHANICAL ROOM 1035 BUILDING SERVICES MAINT. ROOM 1034 BREAK ROOM 1040 SELF-SERVICE LINE 1041 TELCO. ROOM 1042 MECH. ROOM 1043 BREAKROOM 1049 MEN'S RESTROOM 1050 WOMEN'S RESTROOM 1051 IDF/ELEC ROOM 1031 SUP. RM 1030 BREAK RM. STORAGE 1053 HOLDING ROOM 1045 RECIEVING AREA 1048 DOCK 1073 APD MOCK UP AND GARAGE 1072 MEN'S RESTROOM 1025 WOMEN'S RESTROOM 1026 IDF/ELEC ROOM 1059 SUP. RM. 1058 JAN. ROOM 1057 CONTROL ROOM 1013 BREAKOUT ROOM #3 1012 MEN'S RESTROOM 1074 WOMEN'S RESTROOM 1081 IDF/ELEC ROOM 1069 SUP. RM 1071 TRAINING ROOM STORAGE 1083 WOMEN'S RESTROOM 1075 MEN'S RESTROOM 1082 CLAIMS TRAINING ROOM #1 1090 CLAIMS TRAINING ROOM #2 1088 CLAIMS TRAINING ROOM #3 1086 CLAIMS TRAINING ROOM #4 1085 CLAIMS TRAINING ROOM #5 1066 CLAIMS TRAINING ROOM #6 1063 CLAIMS TRAINING ROOM #7 1061 CORRIDOR 1094 CORRIDOR 1029 TRAINING ROOM STORAGE 1087 TRAINING ROOM STORAGE 1089 TRAIN. RM STORAGE 1091 TRAINING ROOM STORAGE 1067 TRAINING ROOM STORAGE 1064 LOBBY VESTIBULE 1003 R.R. 1001 CONF. ROOM #2 1096 HALL WAY 1060 HALLWAY 1056 CORRIDOR 1032 SUP. RM. 1077 JAN. ROOM 1076 IDF/ELEC ROOM 1078 VESTIBULE 1044 VESTIBULE 1036 STAIR #3 S3 STAIR #4 S4 STAIR #5 S5 STAIR #1 S1 BLEACHER AREA 1079 HALL WAY 1080 CORRIDOR 1101 CORRIDOR 1092 CORRIDOR 1093 CORRIDOR 1084 CORRIDOR 1068 HALLWAY 1070 CORRIDOR 1100 CORRIDOR 1014 CORRIDOR 1018 CORRIDOR 1024 CORRIDOR 1033 VESTIBULE 1046 HOTELING 1065 HOTELING 1055 HOTELING 1054 CORRIDOR 1007 STAIR #2 S2 EXIST ELEVATOR E1 EXIST ELEV. E2 CORRIDOR 1047 FE FE FE FE FE FE FE FE FE FE CHANGE RM 1104 CORRIDOR 1008 GALLEY 1052 SPRINK. ROOM 1005 TRAINING STORAGE 1010 TRAING ROOM STORAGE 1062 FE FEFE FE FE FE FE FE REF MICRO- WAVE REF MICRO- WAVE COFFEE MAKER SODA VEND. MACH. CANDY VEND. MACH. CANDY VEND. MACH. REF SODA VEND. MACH. ATM MICRO- WAVE MICRO- WAVE MICRO- WAVE MICRO- WAVE TRASH TRASH TRASH TRASH DENOTES ACCESSIBLE PATH 3'-0" PREP AREA 1103 JANITOR CL 1105 STORAGE CLOSET 1102 FE FE SELF-SERVICE LINE 1106 COFFEE MAKER COFFEE MAKER NOTE: ALL WINDOWS ARE EXISTING AND ARE FIXED. 72" MOCK-UP BCO BRANCH CLAIMS OFFICE 1095 APD MOCK UP & GARAGE STORAGE 1201 CREDIT UNION 1110 CREDIT UNION 1097 E E E E E E E E E E E E E EE E E E E E E E E EEE EEEE E E E E E E E E E E E EE E E E E E E E E E E E E E E E E E E EE E E E E E E EXISTING RATED ASSEMBLY. FIELD VERIFY. UP UP UP UP DOWN DOWN DOWN DOWN DOWN DOWN D O W N A19 A015 A19 A015 A19 A015 A19 A015 A06 A015 L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEET TITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 N A09GROUND FLOOR EGRESS PLAN 1/16" = 1'-0" 04' 16' REFERENCE 1ST FLR EGRESS RICHARD R. CLARK A013 MAX TRAVEL 250'-0" ONE HOUR TWO HOUR
- 4. LOBBY 2000 SPRINK. RISER 2003 ROOM 2004 HALLWAY 2046 MAILDROP ROOM 2009 CLAIMS COPY/SORT ROOM 2010 JANITOR SUPPLY 2012 LACTATION ROOM 2013 IDF/ELEC ROOM 2015 CLAIMS/AV EQUIP.ROOM 2014 MEN'S RESTROOM 2016 WOMEN'S RESTROOM 2017 JAN. CLOSET 2018 HALLWAY 2019 CONFERENCE ROOM 2008 MARKETING STUDIO 2007 MARKETING EDITING 2006 HALL WAY 2011 STAIR #5 S5 HALLWAY 2020 WOMEN'S RESTROOM 2021 MEN'S RESTROOM 2022 IDF/ELEC ROOM 2023 STAIR #4 S4 STAIR #3 S3 MKT. ADMIN STORAGE 2024 HALLWAY 2037 JANITOR'S CLOSET 2042 COPY/SORT AREA (MKT) 2044 COPY/SORT AREA (CLAIMS) 2045 MAIL SUPPLIES 2043IDF/ELEC ROOM 2040 HALL WAY 2001 HALLWAY 2002 HALLWAY 2025 MEN'S RESTROOM 2026 WOMEN'S RESTROOM 2029 IDF/ELEC ROOM 2027 JAN. CLOSET 2028 VIEW AREA 2030 VIEW AREA 2031 VIEW AREA 2032 VIEW AREA 2033 SERVER ROOM 2034 WOMEN'S RESTROOM 2038 MEN'S RESTROOM 2039 HALLWAY 2041 CLAIMS PRINT AREA 2047 CLAIMS OPEN OFC 2048 CLAIMS DIR OFC 2049 CLAIMS SECURED RECORDS ROOM 2050 EXPANSION OPEN OFC 2052 MECH ROOM 2054 ATT OFC 2055 ATT OFC 2056 ATT OFC 2057 ATT OFC 2058 IBM STORAGE 2059 ELEV MECH 2060 SAE CONF ROOM 2065 MKT DIR OFC 2066 SAE OPEN OFC 2061 MKT DIR OFC 2067 MKT VP OFC 2068 OPEN OFC 2069 REAL ESTATE VP OFC 2070 REAL ESTATE OPEN OFC 2076 REAL ESTATE DIR OFC 2072 REAL ESTATE DIR OFC 2073 REAL ESTATE CONF ROOM 2078 HALLWAY 2079 HALLWAY 2080 FFS OPEN OFC 2089 FFS DIR OFC 2082 FFS SMALL CONF ROOM 2083 FFS DIR OFC 2084 FFS VP OFC 2085 FFS DIR OFC 2086 FFS VP OFC 2090 FFS STORAGE 2091 FFS LARGE CONF ROOM 2092 FFS STORAGE ROOM 2087 FFS SMALL CONF ROOM 2088 FFS OPEN OFC 2095 FFS PRINT AREA 2094 HALLWAY 2093 FFS RECPT AREA 2097 COPY/SORT AREA 2098 FFS PRINT AREA 2096 REAL ESTATE OPEN OFC 2071 PRINT AREA 2063 REAL ESTATE OPEN OFC 2074 SAE OPEN OFC 2062 MARKETING OPEN OFC 2064 FFS OPEN OFC 2081 TECH. SUPPORT 2035 COMPANY STORE 2036 FE FE FE FE FE FEFE CLAIMS DIR OFC 2051 REAL ESTATE PLAN AREA 2075 REAL ESTATE COPY AREA 2077 FE STOR. CLOSET 2100 T T T T T 2 T T TT T T T T TT T T S 2 STOR ROOM 2101 REFRIG PS2 MKT VP OFC 2103 OPEN OFC 2102 FE MESSAGE CONFERENCE 2102 FARMERS' FAMILY CONFERENCE 2103 OUR PROMISE CONFERENCE 2101 WHO WE ARE CONFERENCE 2100 CONFERENCE BREAK OUT 2104 HERITAGE CENTER 2099 WIRE & EQPM CLOSET 2105 ENTRY 2106 HALLWAY 2108 HALL WAY 2107 HALL WAY 2110 HALLWAY 2114 EQPM STORAGE 2109 MECH EQPM 2111 HALLWAY 2112 E E E E E E E E EE E E E E E EE E E E E E E EXISTING RATED ASSEMBLY. MAINTAIN & FIELD VERIFY. DOWN DOWN DOWN DOWN CONF ROOM C S STOCK 2005 DOWN S D BOARD ROOM 2131 PANTRY 2132 EXECUTIVE OFFICE 2135 OPEN OFFICE 2136 H OFFICE 2139 225 OFFICE 2137 RESTROOM 2133 CLOSET 2134 RECEPTION 2120 HALLWAY 2123 TELEPRESENCE 2122 OFFICE 2125 OFFICE 2126 CONF ROOM 2127 CORRIDOR 2124 AV CLOSET 2130 DWICE 225 OFFICE 2138 PROJECTION 2129 CLOSET 2121 HALL WAY 2140 C/F/P/S ROOM 2142 ℄ ℄ ℄ ℄ ℄ ℄ ℄ OL:38 OL:75 OL:2 OL:2 OL:7 OL:1 OL:18 OL:15 OL:35 OL:35 OL:38 OL:20 OL:13 OL:13 OL:24 OL:10 OL:26 OL:26 OL:26 OL:13 OL:26 OL:13 OL:22 OL:25 OL:13 A19 A015 A19 A015 A19 A015 A19 A015 A11 A105 A11 A104 A11 A103 A11 A102 A11 A101 OL:38 OL:1 L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEET TITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 N A09SECOND FLOOR EGRESS PLAN 1/16" = 1'-0" 04' 16' REFERENCE 2ND FLR EGRESS RICHARD R. CLARK A014 MAX TRAVEL 250'-0" ONE HOUR TWO HOUR 1
- 5. 36"MIN. 34"MIN. 42"MIN. 18" 36" MIN. 42"MIN. 52"MIN. 60"MIN. 24"MIN. 12" 6" MAX. 30" RADIUS 44"MIN. 36"MIN. 30" 4'-0"MIN. 18" 36"MIN. 6"MAX. 60"MIN. 12" 42"MIN. 48"MIN. 32"MIN. 24"MIN. 30X48 CLEAR 36"MIN. 1'-6"1'-6" 24"MIN. 52"MIN. 42"MIN. 32"MIN. M19 A022 M09 A022 M28 A022 T28 A022 T19 A022 60"X60" LEVEL AND CLEAR 60"X60" LEVEL AND CLEAR RADIUS MAX. MAX. T09 A022 ADA COMPLIANT URINAL 18" MIN. 28" 18" 6"36" 12" MAX. 42" 60"MIN.CLEAR 12" MIN. 18" MIN. 36" MIN. 32" MIN. CLEAR 60"MIN.CLEAR 5" 1'-1" 5" 3'-4" 5" 30" MIN. CLEAR 48"MIN.CLEAR 30" MIN. CLEAR 48"MIN.CLEAR 48"MIN.CLEAR 60"MIN.CLEAR 60"MIN.CLEAR18"MIN. 12"MIN. 60" MIN. CLEAR 60" MIN. CLEAR 36"MIN. 32"MIN.CLEAR 6'-4" 81/2"± 1'-10 1/2"± LEVEL & CLEAR LEVEL & CLEAR LEVEL & CLEAR LEVEL & CLEAR 7'-6"± 9'-2"± 11'-7"± 1'-0" 1'-6" 2'-9"± 2'-1 1/2"± 12" 24" 18"MIN. 19" MIN A28 A022 F28 A022 F19 A022 KEY NOTES - REST ROOM PLANS 1. ADA URINAL - CONTRACTOR TO VERIFY HEIGHT OF NOTED URINAL IN EACH TOILET. HEIGHT OF URINAL TO CONFORM WITH THE DIMENSIONS ON THE CONSTRUCTION DOCUMENTS. SHOULD THE URINAL NOT BE IN CONFORMANCE, CONTRACTOR IS TO RELOCATE OR INSTALL NEW URINAL TO PROPER HEIGHT. PATCH CERAMIC TILE WALL TO MATCH EXISTING. 2. TOILET - CONTRACTOR TO VERIFY HEIGHT OF NOTED TOILET IN EACH RESTROOM. HEIGHT OF TOILET TO CONFORM WITH THE DIMENSIONS ON THE CONSTRUCTION DOCUMENTS. SHOULD THE TOILET NOT BE IN CONFORMANCE, CONTRACTOR IS TO EITHER RELOCATE OR INSTALL NEW TO PROPER HEIGHT. PATCH CERAMIC TILE WALL TO MATCH EXISTING. 3. ADA TOILET PARTITIONS. PARTITIONS TO BE PER ADA COMPATIBLE DIMENSIONS AS SHOWN ON CONSTRUCTION DOCUMENTS. PATCH WALLS AND CEILING AS REQUIRED. 4. ADA SINK. PROVIDE INSULATE WRAP FOR PLUMBING UNDER SINK. RE.: M19/A022 & T19/A022 5. ADA TOILET. PROVIDE FLUSH VALVE AT WIDE SIDE OF TOILET (I.E.: CLOSER TO SINK). RE.: M28/A022 & T28/A022 6. 36" GRAB-BAR, 1-1 2" DIAMETER MAX., MOUNT WITH CENTERLINE AT 33" ABOVE FINISH FLOOR AND AS INDICATED PER PLAN, ELEVATIONS, FIG.11B-1A & FIG.11B-1C 7. 42" GRAB-BAR, 1-1 2" DIAMETER MAX., MOUNT WITH CENTERLINE AT 33" ABOVE FINISH FLOOR AND AS INDICATED PER PLAN, ELEVATIONS, FIG.11B-1A & FIG.11B-1C 8. EXISTING ADA ACCESSORY TO REMAIN. COMBINATION PAPER TOWEL /WASTE BASKET. CONTRACTOR SHALL FIELD VERIFY THAT EXISTING CONDITIONS MEET REQUIRED DIMENSIONS AND OTHER REQUIREMENTS. MOUNT WITH HIGHEST OPERABLE PART AT 40" MAX. ABOVE FINISH FLOOR. CONTRACTOR SHALL CONTACT ARCHITECT FOR INSTRUCTION IN THE EVENT THAT IT IS FOUND THAT ITEMS DO NOT COMPLY. RE.: ELEVATION AND PLAN. 9. MIRROR. MOUNT WITH BOTTOM AT 40" MAX. ABOVE FINISH FLOOR, CENTER LINE CENTER ON SINK. RE.: PLAN AND ELEVATION. 10. LIQUID SOAP DISPENSER. MOUNT WITH HIGHEST OPERABLE PART AT 40" MAX. ABOVE FINISH FLOOR. 11. EXISTING ADA COMBINATION TOILET-PAPER /SEAT-COVER DISPENSER. MOUNT WITH HIGHEST OPERABLE PART AT 40" MAX. ABOVE FINISH FLOOR. MOUNT WITH TOILET-PAPER DISPENSER CENTERLINE WITHIN 12" OF THE FRONT OF THE TOILET AND 19" MIN. ABOVE FINISH FLOOR. CONTRACTOR SHALL CONTACT ARCHITECT FOR INSTRUCTION IN THE EVENT THAT IT IS FOUND THAT ITEMS DO NOT COMPLY. RE.: FIG.11B-1A/A00.4 & ELEVATION AND PLAN. 12. PROVIDE NEW ADA HIGH/LOW DRINKING FOUNTAIN. PROVIDE ADA CANE RANGE SKIRT UNDER HIGH DRINKING FOUNTAIN. MOUNT WITH SPOUT OF LOW DRINKING FOUNTAIN 36" MAX. ABOVE FINISH FLOOR. PROVIDE ALCOVE PER PLAN AND FIG.A08/A022 RE.: ELECTRICAL AND PLUMBING AND FIG.68/A00.4 & FIG.11B-3/A00.4 13. PROVIDE GRAPHIC, PICTOGRAM & TACTILE SIGN FOR REST ROOM PER CODE. RE.: A01/A022 & MO1/A022 L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEET TITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 N A19EXISTING TYPICAL RESTROOM PLAN 1/2" = 1'-0" N A06EXISTING FIRST FLOOR LOBBY PUBLIC SINGLE RESTROOM PLAN 1/2" = 1'-0" REFERENCE EXISTING RESTROOM RICHARD R. CLARK A015 1 1 1 A01NOTES
- 6. INSULATE ALL EXPOSED PIPING FLUSHACTIVATOR ON WIDE SIDE 6" INSULATE ALL EXPOSED PIPING PATCH AND REPAIR ANY CERAMIC TILE (FLOOR AND WALL) TO MATCH EXISTING INSULATE ALL EXPOSED PIPING FLUSH ACTIVATOR ON WIDE SIDE FLUSH ACTIVATOR ON WIDE SIDE EXISTING RECESSED ACCESSORY. VERIFY HEIGHT. EXISTING RECESSED ACCESSORY. VERIFY HEIGHT. EXISTING RECESSED ACCESSORY. VERIFY HEIGHT. INSULATE ALL EXPOSED PIPING INSULATE ALL EXPOSED PIPING L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEET TITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 F19EXISTING SINGLE RESTROOM ELEVATION 1/4" = 1'-0" 01' 4' A28EXISTING SINGLE RESTROOM ELEVATION 1/4" = 1'-0" 01' 4' M09EXISTING TYPICAL RESTROOM ELEVATION 1/4" = 1'-0" 01' 4' F28EXISTING SINGLE RESTROOM ELEVATION 1/4" = 1'-0" 01' 4' M28 1/4" = 1'-0" 01' 4' M19 1/4" = 1'-0" 01' 4' T19EXISTING TYPICAL MENS RESTROOM ELEVATION 1/4" = 1'-0" 01' 4' T09EXISTING TYPICAL MENS RESTROOM ELEVATION 1/4" = 1'-0" 01' 4' T28EXISTING TYPICAL MENS RESTROOM ELEVATION 1/4" = 1'-0" 01' 4' REFERENCE EXISTING RESTROOM RICHARD R. CLARK A022A08ACCESSIBLE FOUNTAIN N.T.S. A01IDENTIFICATION SYMBOLS N.T.S. M01ACCESSIBLE SIGNAGE N.T.S. 1
- 7. 1 1 3 2 4 5 CONFERENCE ROOM 2053 EXPANSION OPEN OFFICE 2052 IDF /ELECT. CLOSET 2023 DN 9 9 9 9 9 7 7 7 7 8 6 1 LL C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEET TITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 U01NOTES N A11DEMOLITION FLOOR PLAN 3/16" = 1'-0" KEY PLAN - 2ND FLOOR PLAN KEY NOTES: 1. EXISTING WALL TO BE REMOVED. PATCH AND REPAIR AS REQUIRED. 2. EXISTING ELECTRICAL AND DATA TO BE REMOVED. REF: ELEC. 3. REMOVE DOOR FRAME AND HARDWARE. RETURN TO OWNER. 4. REMOVE EXISTING CEILING TILE AND EXISTING LIGHTING PER SHEET A103. REF. ELECTRICAL. 5. CUT EXISTING CEILING GRID AS NECESSARY PER SHEETS A102 & A103 TO PROVIDE NEW WALLS AND CEILING. 6. REMOVE EXISTING DOOR FRAME & HARDWARE. RELOCATE TO NEW LOCATION PER SHEET A102 & NOTE 8 THIS SHEET. RELOCATE ADJACENT LIGHT CONTROL. REF. ELECTRICAL. 7. REMOVE EXISTING GLAZING AND RETURN TO OWNER FOR INSTALLATION ELSEWHERE. 8. CUT AND FRAME NEW OPENING IN EXISTING WALL FOR INSTALLATION OF DOOR RELOCATION PER NOTE 6. REF. A102 9. OWNER'S FURNITURE TO BE RELOCATED BY OWNER. REF. A104 1 DEMOLITION PARTIAL PLAN K. MILLER A101 AREA OF CONSTRUCTION 1 1 1
- 8. BOARD ROOM 2131 PANTRY 2132 EXECUTIVE OFFICE 2135 OPEN OFFICE 2136 H OFFICE 2139 225 OFFICE 2137 RESTROOM 2133 CLOSET 2134 RECEPTION 2120 HALLWAY 2123 TELEPRESENCE 2122 OFFICE 2125 OFFICE 2126 CONF ROOM 2127 CORRIDOR 2124 62'-1" +/-[FV] 4'-9" AV CLOSET 2129 225 OFFICE 2138 2'-2" ℄ ℄ ℄ 15'-3"+/-[FV] 5'-3" 27'-2" 14'-6" 14'-6" 23'-4"13'-9" 12'-7" +/- [FV] 4'-0 1/2" [EQ] 1'-10" 1'-9" +/- [FV] 1'-6" [EQ] 17'-0" [EQUAL]20'-1 5/8" [COORDINATE W/ POLYCOM] 7'-3"7'-7" 9'-8" 22'-10" +/- [FV] 17'-9" +/- [FV]10'-0"10'-0" 12'-2" +/- [FV] 9'-5"9'-8" 21'-7" +/- [FV] 15'-6" [EQ][EQ] 16'-4"[EQUAL]7'-7" 4'-101/2" 3 33 2 2 2 2 2 2 3 4 4 U25 A201 A01 A201 11 2a 2 2 2 1 CLOSET 2121 PROJECTION 2130 9'-8" 14'-11 1/4"[VERIFY] COORDINATE W/ KI 14'-11 1/4"[VERIFY] COORDINATE W/ KI 15'-6" 9" ALIGN N17 A201 U17 A201 1 FE 1 FE HALLWAY 2140 EXPANSION OPEN OFFICE 2052 3'-0" 3'-1" IDF /ELECT. CLOSET 2023 1 2 1 1 1 1 1 DN E E E STAIR #3 S3 VESTIBULE 1036 STAIR #3 S3 6'-1"9'-11"8'-0" 7'-11" [EQUAL]7'-11" [EQUAL] UP 10'-1" [EQ]3'-4"[EQ] 1'-6" [EQ] 1/2" 1/2" 1/2" C/F/P/S ROOM 2142 6'-2" 2'-1" 1'-8" 2 17'-0" [EQUAL] 1'-7" 4'-0 1/2" [EQ] ALIGN 16'-4"[EQUAL] ℄ ℄ 4'-10" ALIGN ALIGN 1 ALIGN 6'-3" +/- [FV] 6 3/4" 14'-11 1/4"[VERIFY] COORDINATE W/ KI 10'-1" ℄ 3'-0" [EQ] 3'-0" [EQ] 10'-11" 6" 1'-7" 15'-3" 13'-9" +/- [FV] 18'-2" 12'-6" +/- [FV] 3 33 3 3 3 3 ALIGN ALIGN 6'-1" 6 3/4" 2 1/4"[VERIFY] COORDINATE W/ KI 4 1/2" 2 1/4"[VERIFY] COORDINATE W/ KI 4 1/2" 1 3/4" 2 1/4"[VERIFY] COORDINATE W/ KI 2 3/4" 4 4 1 ALIGN 1 2 2 11 1 3 6'-7" 4 9 1/4" 5 11'-0" 4 ALIGN 9" ALIGN 19'-6 5/8" [HOLD] ALIGN 4 9'-9"+/- [FV] 6 8 7 8 8 7 7 7 7 7 9 7 8 8 8 8 8 8 7 7 8 24'-0" 24'-0" +/- [FV] 10 10 10 19'-9 7/8" [HOLD] 5 5 S01 A501 S01 A501 9" R 1/2" RADIUS ALL CORNERS GRADE II BRAILLE ALL SIGNS - ADA COMPLIAN 6" SGM SGM 9" R 1/2" RADIUS ALL CORNERS GRADE II BRAILLE ALL SIGNS - ADA COMPLIANT 6" SGM-2 SGM-1 SGM-1 35/8" 1/8"LATCH SIDE 35/8" 1/8"LATCH SIDE INACTIVEACTIVE L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEET TITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 U01NOTES N A11FLOOR PLAN 3/16" = 1'-0" KEY PLAN - 2ND FLOOR PLAN KEY NOTES: 1. CORNER GUARD PER FINISHES AND SPECIFICATIONS. 2. 1/2" TEMPERED CLEAR FLOAT GLASS. REF. A01/A601 3. LOCATE TACTILE EXIT SIGNAGE PER ADA, ANSI A117.1 & 2007 CBC. REFERENCE A01/A102. TACTILE EXIT ROUTE SIGNAGE AND TACTILE ACCESSIBLE SIGNAGE PER ADA, ANSI A117.1 7 2007 CBC LOCATED WHERE REQUIRED BY JHA. REFERENCE A01/A102. 4. BLOCKING FOR TV MOUNT BRACKET REF: A01/A104 5. LOCATE GYP. BD. CONTROL JOINT. 6. 7/16" OSB PER STRUCTURAL. 7. FRAME WALL PER STRUCTURAL. 8. ANCHOR WALL AT CORNER PER STRUCTURAL. 9. FRAME LID PER STRUCTURAL. 10. CENTER WALL ON CENTER LINE OF BEAM BELOW PER STRUCTURAL. VERIFY LOCATION AND CONTACT ARCHITECT OF ANY DIMENSIONAL DISPARITY. REFERENCE STRUCTURAL. FLOOR PLAN K. MILLER A102 AREA OF CONSTRUCTION A01EXIT SIGNAGE NTS 1 1 2 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 2. JANUARY 29, 2009 - ASI #3 (RM#2122) 3. FEBRUARY 2, 2009 - ASI #5 [RM#2124 STRUCTURAL] 4. FEBRUARY 2, 2009 - ASI #6 [DOOR#2130] 5. FEBRUARY 2, 2009 - ASI #7 [RM#2135 WALL TYPE 5] 6. FEBRUARY 2, 2009 - ASI #8 [WALL @ WINDOW] 3 3 4 5 6 6
- 9. C C C C ℄ ℄ ℄ ℄ ℄ J 1'-0" 1'-0" 1'-0" 2" 1'-0" 2'-0" 2'-0" 2'-0" 1'-6" 1'-6" 1'-6" 1'-6" 2'-10" ℄ [EQ][EQ] 7'-0" 7'-0"4'-8" [EQ] R7'-6" 14'-4"[EQ] BOARD ROOM 2131 PANTRY 2132 EXECUTIVE OFFICE 2135OPEN OFFICE 2136 H OFFICE 2139 225 OFFICE 2137 RESTROOM 2133 CLOSET 2134 RECEPTION 2120 HALLWAY 2123 TELEPRESENCE 2122 OFFICE 2125 OFFICE 2126 CONF ROOM 2127 CORRIDOR 2124 AV CLOSET 2129 225 OFFICE 2138 CLOSET 2121 PROJECTION 2130 A01 A103 L01A103 8'-2" 8'-2" 8'-2" 8'-2" 8'-2" 8'-2" 9'-10" 8'-2" U09 A103 F01 A103 F01A103 F01 A103 U09A103 U09 A103 R01A103 R01A103 R01 A103 R01 A103 A01 A103 M09A103 2 2 2 2 1 111 1 2 2 2 2 2 1 HALLWAY 2140 EXPANSION OPEN OFFICE 2052 IDF /ELECT. CLOSET 2023 DN 4'-0"4'-0"4'-0" 2'-0" 9'-10" 2'-0" 2'-0" 2'-7 1/4" TYPICAL C/F/P/S ROOM 2142 8'-0" 1'-0" 1'-2" 2" 1'-2" 1'-0" 1'-2" 2" 8'-2" 4'-8" [EQ] 2" 2" 4'-0 1/2" [EQ] 4'-0 1/2" [EQ] 5'-2" [EQ] 5'-2" [EQ] 14'-4"[EQ] ℄ ℄ ℄℄ 5'-1" 2'-0" 6'-0"5'-0"7'-2" 8'-10" ℄ ℄ 3 3 3 3 3 1 1 2 4 10" ARMSTRONG AXIOM PERIMETER TRIM ACOUSTICAL CEILING TILE EXPOSED TEE GRID SYSTEM 5/8" GYP. BOARD DRY WALL GRID SYSTEM CHANNEL MOLDING WALL TYPE PER PLAN HANGER WIRE 9'-0" AFF 8'-2" AFF 10" ARMSTRONG AXIOM PERIMETER TRIM ACOUSTICAL CEILING TILE EXPOSED TEE GRID SYSTEM 5/8" GYP. BOARD DRY WALL GRID SYSTEM CHANNEL MOLDING EXISTING EXTERIOR WALL CONDITION HANGER WIRE 9'-0" AFF 8'-2" AFF EXISTING WINDOW SYSTEM RE: RCP RE: RCP 10" ARMSTRONG AXIOM PERIMETER TRIM ACOUSTICAL CEILING TILE EXPOSED TEE GRID SYSTEM 5/8" GYP. BOARD DRY WALL GRID SYSTEM HANGER WIRE 9'-0" AFF 8'-2" AFF RE: RCP 10" ARMSTRONG AXIOM PERIMETER TRIM ACOUSTICAL CEILING TILE EXPOSED TEE GRID SYSTEM 5/8" GYP. BOARD DRY WALL GRID SYSTEM CHANNEL MOLDING WALL TYPE PER PLAN HANGER WIRE 9'-0" AFF 8'-2" AFF RE: RCP RE: RCP ARMSTRONG AXIOM PERIMETER TRIM 9'-0" AFF 2" ARMSTRONG AXIOM PERIMETER TRIM HANGER WIRE 5/8" GYPSUM BOARD ACOUSTICAL CEILING TILE HANGER WIRE TEE GRID SYSTEM 1'-0" CHANNEL MOLDING EXISTING EXTERIOR WALL CONDITION HANGER WIRE 9'-10" AFF DRY WALL GRID SYSTEM CHANNEL MOLDING HANGER WIRE DRY WALL GRID SYSTEM RE: RCP [NTS] ARMSTRONG AXIOM PERIMETER TRIM 9'-0" AFF 9'-10" AFF 2" ARMSTRONG AXIOM PERIMETER TRIM LIGHT FIXTURE REF. ELECT. HANGER WIRE ACOUSTICAL CEILING TILE HANGER WIRE TEE GRID SYSTEM EXPOSED TEE (INVERTED & SCREWED IN PLACE TO SUPPORT LIGHT.) 1'-0" 5/8" GYP. BD. WALL TYPE PER PLAN RE: RCP [NTS] 5/8" GYP. BOARD EXISTING WINDOW SYSTEM L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEET TITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 X01NOTES N 01' 4' A09REFLECTED CEILING PLAN SEISMIC CEILING DETAILS 3/16" = 1'-0" KEY PLAN - 2ND FLOOR RCP KEY NOTES: 1. NEW CEILING TILE TO BE INSTALLED IN EXISTING GRID SYSTEM. NEW LIGHTING TO BE INSTALLED IN EXISTING CEILING GRID. REF: FINISH PLAN & ELECTRICAL. 2. NEW CEILING TILE & GRID. REF: A502 & A602 3. NEW SUSPENDED GYP. BD. CEILING. 4. POLYCOM EQUIPMENT SHOWN FOR REFERENCE & COORDINATION. REF. TO POLYCOM DOCUMENTS. REF.: SHEETS A502, A602, MECHANICAL AND ELECTRICAL. RCP K. MILLER A103 AREA OF CONSTRUCTION A01CEILING SOFFIT DETAIL 1 1/2" = 1'-0" F01CEILING SOFFIT DETAIL 1 1/2" = 1'-0" L01CEILING SOFFIT DETAIL 1 1/2" = 1'-0" R01CEILING SOFFIT DETAIL 1 1/2" = 1'-0" 1 U09CEILING SOFFIT DETAIL 1 1/2" = 1'-0" M09CEILING SOFFIT DETAIL 1 1/2" = 1'-0" 2 SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D, E, AND F SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM C636, AND THE CISCA FOR SEISMIC ZONES 3-4 AS MODIFIED BY THE FOLLOWING: [§13.5.6.2.2 ASCE 7-05] a. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. b. FOR CEILING AREAS EXCEEDING 2500 SQ. FT., A SEISMIC SEPARATION JOINT OR MI HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SQ. FT. SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED. c. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. d. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK. 1 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 2. JANUARY 23, 2009 - ASI #1 [RM#2135 LIGHT COVE] 3. JANUARY 29, 2009 - ASI #3 [RM#2122] 4. FEBRUARY 2, 2009 - ASI #5 [RM#2124 STRUCTURAL] 5. FEBRUARY 2, 2009 - ASI #6 [DOOR#2130] 2 2 3 3 4 5
- 10. X74 DESK 24X74 CREDENZA T DWICE ℄ ℄ S SSS SSS S S MS S MS S MS SS SSS S S MS S MS S MS S ETR S SMS P P S ℄ ℄ S ℄ ℄ ℄ J BOARD ROOM 2131 PANTRY 2132 EXECUTIVE OFFICE 2135 OPEN OFFICE 2136 H OFFICE 2139 225 OFFICE 2137 RESTROOM 2133 CLOSET 2134 RECEPTION 2120 HALLWAY 2123 TELEPRESENCE 2122 OFFICE 2125 OFFICE 2126 CONF ROOM 2127 CORRIDOR 2124 AVCLOSET 2129 225 OFFICE 2138 CLOSET 2121 PROJECTION 2130 HALLWAY 2140 EXPANSION OPEN OFFICE 2052 IDF /ELECT. CLOSET 2023 1 FE 1 FE DN U25 A201 A01 A201 N17 A201 U17 A201 2 1 C/F/P/S ROOM 2142 1 4 4 4 4 3 30° 4'-0" 3-5/8" 20GA METAL STUD @ 16" O.C. 5/8" TYPE 'X' GYPSUM BOARD 3/4" CLASS 'A' FIRE RATED PLYWOOD UNFACED GLASS BATT REFERENCE PLAN FOR WALL TYPE 2'-6" FINISH FLOOR FAN COIL UNIT: MAX WT = 125# BASE ISOLATION PER MFR. 2" THICK CONCRETE SLAB 3/4" PLYWOOD PROVIDE 1/4" DIAM. TOGGLE BOLT THROUGH CONC. AND FLOORING (1 PER ISOLATOR) FAN COIL UNIT: MAX WT = 125# BASE ISOLATION PER MFR. ROOFING: MATCH EXISTING 3/4" PLYWOOD PROVIDE 1/4" DIAM. TOGGLE BOLT THROUGH ROOFING SHEATHING (2 PER ISOLATOR) L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEET TITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 U01NOTES N A11FF&E FLOOR PLAN 3/16" = 1'-0" KEY PLAN - 2ND FLOOR AREA OF CONSTRUCTION PLAN KEY NOTES: 1. FLAT SCREEN TV & MOUNT. OFOI BY TENANT'S VENDOR. COORDINATE WITH TENANT'S VENDOR. PROVIDE ELECTRICAL & COMM. COORDINATE LOCATION & HEIGHT FOR ELECTRICAL WITH TENANT'S VENDOR. CONNECTIONS PER ELECTRICAL. PROVIDE BACKING PER WALL TYPE, A01/A104 & MFG. INSTALLATION GUIDELINES. 2. OFOI. A/V RACK. PROVIDE ELECTRICAL & COMM. CONNECTIONS PER ELECTRICAL. 3. OFOI. PROJECTOR & SCREEN. COORD. & VERIFY INSTALL DETAILS. 4. EXISTING OWNERS FURNITURE RELOCATED AS SHOWN. FF&E PLAN E. ELKIN A104A01WALL BLOCKING 3" = 1'-0" 1 1 N07MECHANICAL DETAILS 3" = 1'-0" 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 2. JANUARY 29, 2009 - ASI #3 (RM#2122) 2
- 11. ℄ ℄ ℄ BOARD ROOM 2131 PANTRY 2132 EXECUTIVE OFFICE 2135 OPEN OFFICE 2136 H OFFICE 2139 225 OFFICE 2137 RESTROOM 2133 CLOSET 2134 RECEPTION 2120 HALLWAY 2123 TELEPRESENCE 2122 OFFICE 2125 OFFICE 2126 CONF 2127 CORRIDOR 2124 AV CLOSET 2129 225 OFFICE 2138 CLOSET 2121 PROJECTION 2130 PNT02 PNT02 PNT02 TIL01 CPT04 TIL01 TIL01 PNT02PNT02 PNT02 EXISTING CARPET HALLWAY 2140 EXPANSION OPEN OFFICE 2052 IDF /ELECT. CLOSET 2023 DN 1 1'-6" 1'-6" 1'-6" 1'-6" FULL TILE FULL TILE FULL TILE ALIGN TILE ALIGN TILE PNT01 RWB01 PNT01 RWB01 PNT01 RWB01 FULL TILE C/F/P/S ROOM 2142 ALIGN ALIGN ALIGN 2'-0" 2'-0" 2'-0" 2'-0" 3 3 3 3 2 2 2 2 3 3 2 CPT05 ABSOLUTE BLACK GRANITE THRESHOLD ABSOLUTE BLACK GRANITE THRESHOLD ABSOLUTE BLACK GRANITE THRESHOLD ABSOLUTE BLACK GRANITE THRESHOLD PROVIDE SCHLUTER-RENO-V ANODIZED ALUMINUM PORCELAIN TILE COLOR & LOCATION PER PLAN CARPET COLOR, STYLE & LOCATION PER PLAN L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEET TITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 U01NOTES N A11FINISH FLOOR PLAN 3/16" = 1'-0" KEY PLAN - 2ND FLOOR PLAN KEY NOTES: 1. LOCATE GYPSUM BOARD METAL CONTROL JOINT. 2. CORNER GUARD. 3. CENTER TRANSITION OF FLOOR COVERING ON CENTER OF DOOR STOP. A01TRANSITIONS FINISH PLAN E. ELKIN A105 AREA OF CONSTRUCTION 1 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 2. JANUARY 27, 2008 - ASI #2 3. JANUARY 29, 2009 - ASI #3 (RM#2122) 3 2 2 2
- 12. 1'-6" MIN. 2'-0" 5'-0" CL 5'-0" 5'-0" CLCL TIL07 PNT03 TIL08 TIL07 PNT03 TIL08 TIL07 PNT03 TIL08 TIL07 PNT03 TIL08 NORTH EAST SOUTH WEST 30"DIA. MIRROR WITH BEVELED EDGE CENTER ON TOP OF TILE ALIGN WALL TILE WITH FLOOR TILE GROUT LINES 6'-8" APP06 2'-10"4'-0" 2 EQUAL 1'-3" CLR. 3'-0" 2'-0" CLR. 2 EQUAL 3'-4" CLR. 14'-10" 6 EQUAL SECTIONS A10 A301 A28 A301 SWC01, RECESSED PANEL SQUARE DOOR STYLE WOOD CABINETS A01 A302 7'-7" 3 EQUAL SECTIONS STC01 GRANITE COUNTERTOP TIL06 BACKSPLASH A19 A301 A01 A301 3'-0"1'-6"2'-6" A10 A302 PNT01 SWC01, RECESSED PANEL SQUARE DOOR STYLE WOOD CABINETS STC01 GRANITE COUNTERTOP PNT01 APPLIANCE SCHEDULE MODEL NUMBERCODE PRODUCT MANUFACTURER NOTES APP01 RESIDENTIAL APPLIANCE REFRIGERATOR APP02 RESIDENTIAL APPLIANCE MICROWAVE APP03 RESIDENTIAL APPLIANCE DISHWASHER APP04 RESIDENTIAL APPLIANCE ICE MAKER APP05 GE PROFILE PDCS1NBXRSS 69-5/8H, 31D, 35-7/8W HINGE ON RIGHT OWNER PROVIDED, CONTRACTOR INSTALL GE PROFILE SPACEMAKER II GE PROFILE PEM31SMSS 11-3/16H, 12-9/32D, 23-25/32W PROVIDE RECEPTACLE AT 42" AFF OWNER PROVIDED, CONTRACTOR INSTALL PDW1860NSS 32H, 24D, 18W OWNER PROVIDED, CONTRACTOR INSTALL MARVEL 30iMA-BS, STAINLESS STEEL 31-1/2H, 24D, 15W OWNER PROVIDED, CONTRACTOR INSTALL SINK & FAUCET ELKAY & GROHE SEE PLUMBING SCHEDULE FOR SPECIFICATIONS APP01 APP02 APP03APP04 APP05 EAST SOUTH 9'-1" 3 EQUAL SECTIONS 9'-1" 3 EQUAL SECTIONS 3'-0"1'-6"2'-6" 8'-1" 3 EQ. SECTIONS 8'-1" 3 EQ. SECTIONS A28 A302 EQ. EQ. EQ. EQ. SWT02 SWT01 WLC01 3'-0" 3'-0" NORTHWEST SWC01, RECESSED PANEL SQUARE DOOR STYLE WOOD CABINETS PNT01 A28 A302 SWT03 APP06 VANITY SINK CONSOLE PORCHER ARCHIVE 38" VANITY KIT #89940 (RE: PLUMBING) FAUCET: AMERICAN STANDARD TOWN SQUARE #2555.801 (RE:PLUMBING) A10 A201 SWT03 PICTURE RAIL ALIGN WITH TOP OF DOOR FRAME SWT02 CHAIR RAIL SOFFIT BEYOND SWV01 WOOD VENEER PANELING EQ. EQ. 1/4" SAWCUT VERTICAL REVEAL STAINED TO MATCH WOOD SWV01 WOOD VENEER PANELING 1/4" SAWCUT VERTICAL REVEAL STAINED TO MATCH WOOD EQ. EQ. CLCL CL LIGHT COVE 1'-6" 2'-0" ALIGN TILE AT CENTER OF FLOOR C L TIL03. ALIGN FLOOR AND WALL TILE GROUT LINES N01 A201 11/2" 1 1/2" VARIES 1 1/2" 11/2" 1 1/2" VARIES 1 1/2" 11/2"11/2" MOCKETT DP55A CABINET PULL. ALIGN BOTTOM EDGE OF PULL WITH TOP EDGE OF WOOD RAIL. MOCKETT DP55A CABINET PULL. CENTER ON FACE OF DRAWER FRONT 6" SWC01 RECESSED VENEER PANEL TYPICAL AT DOORS AND DRAWERS. WOOD SPECIES TO BE GRAHAM/ASSA ABLOY RIFT CUT RED OAK WITH DARK WALNUT STAIN TO MATCH INTERIOR DOORS. SWC01 SOLID WOOD STILE AND RAIL DESIGN. TYPICAL AT DOORS AND DRAWERS. L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEET TITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 ELEVATIONS E. ELKIN A201 U25ELEVATION AT PANTRY 2132 1/4" = 1'-0" U17ELEVATION AT CLOSET 2134 1/4" = 1'-0" N17ELEVATION AT OPEN OFFICE 2131 1/4" = 1'-0" N01ELEVATION AT RESTROOM 2133 1/4" = 1'-0" H17APPLIANCE SCHEDULE 1/4" = 1'-0" A01ENLARGED PLAN AT RESTROOM 2133 1/2" = 1'-0" A17ELEVATION AT EXECUTIVE OFFICE 2135 1/4" = 1'-0" A27C/F/P/S ROOM 2142 1/4" = 1'-0" 1 1 1 1 1 A10ENLARGED WOOD CABINET DETAIL 1-1/2" = 1'-0" 1 1 1 1. 4. FEBRUARY 5, 2009 - ASI #9 [PLUMBING FIXTURES] 4 4 4 4
- 13. 2'-10" 2'-1" STAINLESS STEEL UNDERMOUNT SINK.RE: PLUMBING DRAWINGS FOR SPECIFICATION 2'-6" 1'-0" 4" 1'-6" 4" 2'-10"1'-6"2'-6" 2'-1" 2'-0" 1'-0" 4" 2'-10"1'-63/4"2'-51/4" 2'-0" 1'-4" 4" 2'-10"2'-0"2'-0" 2'-0" WOOD BLOCKING AS REQUIRED SWC01 WOOD CABINETS. RECESSED PANEL SQUARE DOOR STYLE STC01 GRANITE COUNTERTOP OVER 3/4" SUBSTRATE 1'-4" MOCKETT DOOR PULL, DP55A TYPICAL ON ALL DOORS AND DRAWERS WOOD BLOCKING AS REQUIRED SWC01 WOOD CABINETS. RECESSED PANEL SQUARE DOOR STYLE STC01 GRANITE COUNTERTOP OVER 3/4" SUBSTRATE MOCKETT DOOR PULL, DP55A TYPICAL ON ALL DOORS AND DRAWERS BUILT-IN MICROWAVE CABINET WOOD BLOCKING AS REQUIRED SWC01 WOOD CABINETS. RECESSED PANEL SQUARE DOOR STYLE STC01 GRANITE COUNTERTOP OVER 3/4" SUBSTRATE MOCKETT DOOR PULL, DP55A TYPICAL ON ALL DOORS AND DRAWERS TIL06 BACKSPLASH WOOD BLOCKING AS REQUIRED SWC01 WOOD CABINETS. RECESSED PANEL SQUARE DOOR STYLE STC01 GRANITE COUNTERTOP OVER 3/4" SUBSTRATE MOCKETT DOOR PULL, DP55A TYPICAL ON ALL DOORS AND DRAWERS TIL06 BACKSPLASH 3" 3" BLACK HIGH-PRESSURE LAMINATE BASE 3" MICROWAVE BLACK HIGH-PRESSURE LAMINATE BASE BLACK HIGH-PRESSURE LAMINATE BASE BLACK HIGH-PRESSURE LAMINATE BASE 3" 1/2" 11/2" LOW-VOLTAGE UNDERCABINET LIGHT WOOD BACK PANEL 11/2" LOW-VOLTAGE UNDERCABINET LIGHT 2'-2 3/8" 5'-0" 2'-1 7/8" 2'-5" 4'-11" 7'-10 3/8" 5'-61/8" 6'-8" 5'-0" 8'-4" 7'-2" 7'-11 3/4" 8'-3 1/4" 5'-6" 5'-71/2" 5'-11" 5'-57/8" 1'-11 3/8" 1'-11 3/8" 1'-11 3/8"1'-11 3/8" 8'-0"[NTS] 8'-0"[NTS] 13/4" FINISH FLOOR FINISH CEILING FINISH CEILING WALL PER PLAN WOOD VENEER /FINISH PROJECTOR BY OTHERS SCREEN BY OTHERS CABINET DOORS CABINET REMOVABLE PANEL INDICATES LINE OF PROJECTION INDICATES LINE OF PROJECTION DOOR FRAME WALL PER PLAN CENTERLINE 5'-2"+/-[FV] TURNAWAY CABINET BEYOND SCREEN BY OTHERS DOORS IN OPEN TURNAWAY POSITION 3" 3" DOOR FRAME 2'-37/8" 8'-0" FINISH FLOOR FINISH FLOOR DOOR FRAME MOCKET DOOR PULLS, DP55A TYPICAL AS SHOWN. 30"-44" AFF PER CODE L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEET TITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 SECTIONS DETAILS E. ELKIN A301A28SECTION AT PANTRY CASEWORK 1-1/2" = 1'-0" A19SECTION AT PANTRY CASEWORK 1-1/2" = 1'-0" A10SECTION AT ADA SINK 1-1/2" = 1'-0" A01SECTION AT PANTRY CASEWORK 1-1/2" = 1'-0" 1 1 1 1 1 R01ELEVATION AT PROJECTOR SCREEN CASEWORK 3/4" = 1'-0" R13ELEVATION AT PROJECTOR SCREEN CASEWORK 3/4" = 1'-0" R25SECTION 3/4" = 1'-0" 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 2. FEBRUARY 2, 2009 - ASI #6 [DOOR 2130] 2 2 2
- 14. 7'-0" 3'-0" 2'-1" STANDARD METAL COAT ROD 1'-0" WOODBLOCKING AS REQUIRED SWC01 WOOD CABINETS. RECESSED PANEL SQUARE DOOR STYLE MOCKETT DOOR PULL, DP55A TYPICAL ON ALL DOORS AND DRAWERS WOOD SHELF WOOD BLOCKING AS REQUIRED SWC01 WOOD CABINETS. RECESSED PANEL SQUARE DOOR STYLE STC01 GRANITE COUNTERTOP OVER 3/4" SUBSTRATE MOCKETT DOOR PULL, DP55A TYPICAL ON ALL DOORS AND DRAWERS 4" 3" SWT01 WOOD BASESWT01 WOOD BASE 3" 4" 2'-0" MOCKETT DOOR PULL, DP55A TYPICAL ON ALL DOORS AND DRAWERS 4" 3'-0"1'-4"2'-6" 2'-1" 2'-0" 1'-0" WOOD BLOCKING AS REQUIRED SWC01 WOOD CABINETS. RECESSED PANEL SQUARE DOOR STYLE HPL-01 LAMINATE COUNTERTOP OVER 3/4" SUBSTRATE MOCKETT DOOR PULL, DP55A TYPICAL ON ALL DOORS AND DRAWERS HPL-01 4" BACKSPLASH 3" BLACK HIGH-PRESSURE LAMINATE BASE 11/2" 1'-6"2'-6" 6"6"6" FOR ALL CABINETRY EDGE DETAILS REFER TO T10/A302 24" O.C. 1'-0" WALL TYPE - 2a - 91/4" CERAMIC TILE WALL TILE TO B.O. WALL CABINET STONE COUNTERTOP SILICONE JOINT SEALANT SEALED PLYWOOD STONE TOP W/ EASED EDGE CABINET FACE PLYWOOD CABINET FACE ADHESIVE SETTING SETTING L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEET TITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 DETAILS & TYPES RICHARD R.CLARK A302A19NOT USED 1-1/2"=1'-0" A10SECTION AT CLOSET 2134 1-1/2"=1'-0" A01SECTION AT CLOSET 2134 1-1/2"=1'-0" T01WALL TYPE - 2a - N.T.S. A28SECTION AT C/F/P/S ROOM 2142 1-1/2"=1'-0" 1 T10CABINET EDGE DETAILS N.T.S. 1. 4. FEBRUARY 5, 2009 - ASI #9 [PLUMBING FIXTURES] 4
- 15. 2'-2 9/16" 80" 7'-2" 60" 5'-6" 5'-6" 2'-23/8" 2'-2 9/16" 5'-6" 100" WOODSTOP PROJECTION SCREEN BY OTHERS SHIM AS REQUIRED REMOVABLE PANEL WOOD FRAME AROUND SCREEN WOOD VENEER DOORS WITH SOLID WOOD RAIL & STILE SOLID WOOD FRAME WALL TYPE PER PLAN WOOD VENEER PANELING HARDWARE PER SPECS HARDWARE PER SPECS CABINET IN OPEN/RECESSED LOCATION CABINET PULL. VERIFY LOCATION WALL TYPE PER PLAN WOOD VENEER PANELING SOLID WOOD FRAME WOOD STOP PROJECTION SCREEN BY OTHERS WOOD FRAME AROUND SCREEN WOOD VENEER DOORS WITH SOLID WOOD RAIL AND STILE SHIM AS REQUIRED WOOD STOP PROJECTION SCREEN BY OTHERS WOOD FRAME AROUND SCREEN WALL TYPE PER PLAN WOOD VENEER PANELING SOLID WOOD FRAME WALL TYPE PER PLAN WOOD VENEER PANELING SOLID WOOD FRAME WOOD STOP PROJECTION SCREEN BY OTHERS WOOD FRAME AROUND SCREEN SHIM AS REQUIRED WOOD STOP PROJECTION SCREEN BY OTHERS WOOD FRAME AROUND SCREEN WALL TYPE PER PLAN WOOD VENEER PANELING SOLID WOOD FRAME PANEL CUT AWAY AND REFINISHED AT REAR AS NEEDED TO ACCOMODATE PROJECTION TO SCREEN NO PANEL AT BOTTOM CENTER TO ACCOMODATE PROJECTION TO SCREEN L01 A303L10 A303 R13 A301 L17A303 8'-0 15/16" [R.O.] 3 1/4" 5'-99/32"[R.O.] REMOVABLE PANEL BEYOND 113/32"7/8" 3/4"5/8"3 1/4"3/4" 5/8" CL CL A17A303 L17A303 A10 A303 * HARDWARE PER DOOR SCHEDULE * ALL WOOD VENEER TO BE RIFT CUT RED OAK, BOOK MATCHED VENEER LEAVES, CENTER-BALANCE MATCHED PANEL FACES, AND STAINED TO MATCH INTERIOR DOORS * COORDINATE ALL DIMENSIONS W/ HARDWARE VENDOR AND SCREEN VENDOR A17A303 A17A303 WOOD VENEER DOORS WITH SOLID WOOD RAIL AND STILE F01 A303 A10 A303 F01 A303 A10 A303 13/4" 1 1/4" 1/8" 3/8" 1/8" 3/4"1 3/8" 1" BLOCKING AS REQUIRED WOOD VENEERED CASEWORK WALL TYPE PER PLAN WOOD SHIM WOOD VENEER PANELING WOOD STOP PROJECTION SCREEN BY OTHERS WOOD FRAME AROUND SCREEN WOOD VENEER DOORS WITH SOLID WOOD RAIL AND STILE SOLID WOOD FRAME 1/8" 1" 13/4" 1 1/4" 21/4" SOLID WOOD FRAME WOOD VENEER PANELING WOOD SHIM WALL TYPE PER PLAN BLOCKING AS REQUIRED WOOD VENEERED CASEWORK WOOD FRAME AROUND SCREEN SHIM AS REQUIRED WOOD STOP PROJECTION SCREEN BY OTHERS WOOD VENEER DOORS WITH SOLID WOOD RAIL AND STILE WOOD TRIM 3 1/4" 3/4" 5/8" 11/4" 1 3/4" 7/8" 3/4" 3" 3/4" PROJECTION SCREEN BY OTHERS 113/32" WALLPERPLAN 1/8" 2 1/4" VERIFY WOOD STOP HARDWARE PER SPECS REMOVABLE VENEER PANEL SHIM AS REQ. DOOR OAK TRIM OAK TRIM VENEER PLYWOOD PANEL 11/16" 1/8" L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEET TITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST DETAILS RICHARD R.CLARK A303A01SILL 3"=1'-0" 1. FEBRUARY 2, 2009 - ASI #6 [MILLWORK DOOR#2130] A10JAMB 3"=1'-0" A17PLAN (SECTION) @ SCREEN MILLWORK & DOOR 2120 1-1/2"=1'-0" L17SECTION @ SCREEN MILLWORK & DOOR 2120 1-1/2"=1'-0" L01SECTION @ SCREEN MILLWORK & DOOR 2120 1-1/2"=1'-0" L10SECTION @ DOOR TURNAWAY 1-1/2"=1'-0" F01HEAD 3"=1'-0" 2
- 16. 4 7/8" BASE PERFINISHES SCHEDULE FLOOR COVERING PER FINISHES EXISTING 16 GA METAL TRACK 1/2" Ø EXP. BOLT @ 8'-0" O.C. 1/4" X 3" X 3" ⅊ WALL TYPES PER PLAN UNFACED GLASS BATT HEAVY DUTY MAIN TEE CROSS TEE TEK SCREW @ 24" O.C. WALL TRACK ACOUSTICAL PANEL WALL TYPES PER PLAN 2'-0" TYP. FACED GLASS BATT BRACE TO STRUCTURE ALTERNATE @ 48" O.C. PREFINISHED CEILING OVER TRACK GAP AS REQ. 2'-0" TYP. 3-5/8" 20GA METAL STUD @ 16" O.C 5/8" TYPE 'X' GYPSUM BOARD CEILING PER RCP EXISTING 1 1 16 GA MTL TRK UNFACED GLASS BATT CEILING PER RCP 1'-0" FACED GLASS BATT PAN HEAD WD SCREW ALTERNATE 48" O.C. 3-5/8" 20GA METAL STUD @ 48" O.C. 1 1 1 1 WALL TYPES PER PLAN 2'-0" TYP. CEILING PER RCP 1 1 CEILING PER RCP 1'-0" WALL TYPES PER PLAN FIRE CAULK 16 GA MTL TRK 1-HR WALL TYPE '3' FIRE CAULK 71/4"NTS HANG SOUND BLANKET FROM EXISTING DECK TO CEILING OUTSIDE ALL WALLS THAT SURROUND RM#2122 CONT. 8" 20 GA. @ 16" O.C. 6" 20 GA. @ 16" O.C. 2-1/2" 20GA METAL STUD @ 24" O.C. 5/8" TYPE 'X' GYPSUM BOARD CEILING PER RCP 1 1 16 GA MTL TRK 1 1/2" MINERAL FIBER INSULATION CEILING PER RCP FACED GLASS BATT 3-5/8" 20GA METAL STUD @ 48" O.C.1 1 WALL TYPES PER PLAN 12'-0" AFF 1/4" GYPSUM WALLBOARD BATT ABOVE CLNG, RM#2122 RM#2122 EXISTING PAN HEAD WD SCREW 3-5/8" 20GA METAL STUD @ 48" O.C. 1 1 HANG SOUND BLANKET FROM EXISTING DECK TO CEILING OUTSIDE ALL WALLS THAT SURROUND RM#2122 CONTINUOUS ALTERNATE 48" O.C. SOUND TRANSFER ISOLATION FASTNER 4 1/4" BASE PER FINISHES SCHEDULE FLOOR COVERING PER FINISHES EXISTING 16 GA METAL TRACK 1/2" Ø EXP. BOLT @ 8'-0" O.C. 1/4" X 2" X 2" ⅊ WALL TYPES PER PLAN ACOUSTICAL SEALANT @ ALL PERIMETERS; BASE & CORNERS. WALL TYPE - 1 - INTERIOR PARTITION - FLOOR TO CEILING - GYPSUM WALLBOARD, STEEL STUDS REF: DETAILS ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 3-5/8" 20 GAGE STEEL STUDS 16" O.C. WITH 1" TYPE 'S' DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. @ BOTTOM AND TOP TRACK RUNNERS AND INTERMEDIATE STUDS. 16 GAGE TRACK, BOTTOM & TOP. JOINTS STAGGERED 16" ON EACH SIDE AND ON OPPOSITE SIDES. 3-1/2" GLASS FIBER FRICTION FIT IN EACH CAVITY. WALL TYPE - 2 - INTERIOR PARTITION - TO 1'-0" ABOVE CEILING GYPSUM WALLBOARD, STEEL STUDS REF: DETAILS ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 3-5/8" 20 GAGE STEEL STUDS 16" O.C. WITH 1" TYPE 'S' DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. @ BOTTOM AND TOP TRACK RUNNERS AND INTERMEDIATE STUDS. 16 GAGE TRACK, BOTTOM & TOP. JOINTS STAGGERED 16" ON EACH SIDE AND ON OPPOSITE SIDES. 3-1/2" GLASS FIBER FRICTION FIT IN EACH CAVITY. WALL TYPE - 3 - GA FILE NO. WP 1072 GENERIC 1 HOUR FIRE INTERIOR PARTITION - FLR TO LID @ 10'-0" AFF GYPSUM WALLBOARD, STEEL STUDS REF: DETAILS ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 3 5/8" STEEL STUDS 24" O.C. WITH 1" TYPE S DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. JOINTS STAGGERED 24" ON EACH SIDE AND ON OPPOSITE SIDES. SOUND TESTED WITH 3 1/2" GLASS FIBER FRICTION FIT IN STUD SPACE. (NLB) WALL TYPE - 4 - INTERIOR PARTITION - FLR TO 12'-0" AFF GYPSUM WALLBOARD, STEEL STUDS STC - 55 TO 59 REF: DETAILS BASE LAYER 1/4" GYPSUM WALLBOARD APPLIED PARALLEL TO EACH SIDE OF 2 1/2" STEEL STUDS 24" O.C. WITH 1" TYPE S DRYWALL SCREWS 12" O.C. FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL TO EACH SIDE WITH 1 5/16" TYPE S DRYWALL SCREWS 12" O.C. JOINTS STAGGERED 24" EACH LAYER AND SIDE. SOUND TESTED WITH 1 1/2" MINERAL FIBER INSULATION, 3.0 PCF, FRICTION FIT IN STUD SPACE. (NLB) 4 7/8" BASE PER FINISHES SCHEDULE FLOOR COVERING PER FINISHES EXISTING 16 GA METAL TRACK 1/2" Ø EXP. BOLT @ 8'-0" O.C. 1/4" X 3" X 3" ⅊ WALL TYPES PER PLAN 4 7/8" BASE PER FINISHES SCHEDULE FLOOR COVERING PER FINISHES EXISTING 16 GA METAL TRACK 1/2" Ø EXP. BOLT @ 8'-0" O.C. 1/4" X 3" X 3" ⅊ WALL TYPES PER PLAN DOUBLE VERTICAL STUDS AT END OF WALL NOTED SIMPSON HTTS TENSION TIE PLYWOOD (PRESENT ONLY AS NOTED) GYP. BD. FIELD ATTACHMENTS SHALL BE BOLT THROUGH FLOOR FIELDATTACHMENT SPACING WALL TYPE - 5 - INTERIOR PARTITION - FLOOR TO DECK ABOVE - GYPSUM WALLBOARD, STEEL STUDS REF: DETAILS ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 3-5/8" 20 GAGE STEEL STUDS 16" O.C. WITH 1" TYPE 'S' DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. @ BOTTOM AND TOP TRACK RUNNERS AND INTERMEDIATE STUDS. 16 GAGE TRACK, BOTTOM & TOP. JOINTS STAGGERED 16" ON EACH SIDE AND ON OPPOSITE SIDES. 3-1/2" GLASS FIBER FRICTION FIT IN EACH CAVITY. BOTTOM OF EXISTING STRUCTURE ABOVE 3 5/8" 20 GA. METAL STUD 16" O.C. 3/4" 3 5/8" METAL SLOTTED SLIP TRACK FASTNER EA. SIDE @ SLOT IN TRACK 3/4" GAP BTWN STUD & TRACK 5/8" TYPE 'X' GYPSUM BOARD GLUE & NAIL. TYP. FIBER BATT INSULATION CONT. TYPE S FASTNERS 7/16" OSB CONT. FIBER BATT INSULATION CONT. EXISTING 2X @ 24" OC 2'-0" TYP. 3-5/8" 20GA METAL STUD @ 16" O.C. 5/8" TYPE 'X' GYPSUM BOARD CEILING PER RCP 1 1 16 GA MTL TRK UNFACED GLASS BATT CEILING PER RCP 1'-0" FACED GLASS BATT WALL TYPES PER PLAN ACOUSTICAL SEALANT @ ALL JOINTS. 16 GA MTL TRK 3-5/8" 20GA METAL STUD AS DIAGONAL BRACE EA. DIRECTION @ 48" O.C. NOT SHOWN. 4 7/8" BASE PER FINISHES SCHEDULE FLOOR COVERING PER FINISHES EXISTING 16 GA METAL TRACK 1/2" Ø EXP. BOLT @ 8'-0" O.C. 1/4" X 3" X 3" ⅊ WALL TYPES PER PLAN LINE OF SILL BELOW AND LINE OF SOFFIT ABOVE GLAZING SYSTEM. RE.: SHELL BLDG. ANODIZED ALUM. CHANNEL. MATCH FINISH W/ EXIST. SHELL BLDG. GLAZING SYSTEM GYP. BD. RE.: PLAN & WALL TYPE MTL FRAMING. RE.: PLAN & WALL TYPE CENTER WALL ON CENTER LINE OF EXIST. VERTICAL FASTENERS 2X4 WD. BLOCKING. CONT. EPOXY ADHESIVE ELASTOMERIC GASKET CONTINUOUS VARIES RE: FLOOR PLANS VARIESRE:FLOORPLANS CENTER LINE OF WALL VARIES RE: FLR PLANS L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEET TITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 A01DETAIL: WALL TYPE - 1 - 3" = 1'-0" DETAILS & TYPES RICHARD R.CLARK A501A08DETAIL: WALL TYPE - 2 - 3" = 1'-0" A15DETAIL: WALL TYPE - 3 - 3" = 1'-0" A23DETAIL: WALL TYPE - 4 - 3" = 1'-0" 1 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 2. FEBRUARY 2, 2009 - ASI #7 [RM#2135 WALL TYPE 5] 3. FEBRUARY 2, 2009 - ASI #8 [WALL @ WINDOW] A30DETAIL: WALL TYPE - 5 - 3" = 1'-0" 2 S01DETAIL: WALL TYPICAL @ WINDOW VERTICAL 3" = 1'-0" 3
- 17. HEAVY DUTY MAIN TEE CROSSTEE TEK SCREW CEILING TRACK WALL TYPE PER PLAN HEAVY DUTY MAIN TEE CROSS TEE TEK SCREW CEILING TRACK ACOUSTICAL PANEL WALL TYPE PER PLAN ACOUSTICAL PANEL 8" MAX. 7 8" 7 8" 8" MAX. 3 4" "UNATTACHED WALL" BERC2 "ATTACHED WALL" BERC2 BERC2 BERC2 3/8" [MIN] 3/4" [MAX] 7/8" 8" [MAX] [NTS] 1 6 12GA VERTICAL HANGER WIRE ACM7 WALL ATTACHMENT CLIP 6'-0" MAX. LATERAL SUPPORT POINT 6'-0" OF EA. WALL. 12'-0" O.C. EACH WAY TO LATERAL SUPPORT POINT BOLT COMPRESSION STRUT. @ TOP AND BTM. CROSS RUNNER MAIN RUNNER 2' X 2' ACOUSTICAL TILE IN METAL SUSPENSION "T" GRID SYSTEM. 8" MIN. ENDS 1/2" CLR. TYP. 3/4" X 2" L AROUND PERIMETER FACE OF WALL OR DEMISING PARTITION HORIZ. RESTRAINT WIRES EXISTING JOIST SPREADER BAR 2" 9" MAX. 3/4" MIN. TWO SIDES (ADJACENT) EACH ROOM LATERAL SUPPORT POINT WHERE FIXTURE ROW FALLS BETWEEN MAIN RUNNER USE 4'-0" LG. MAIN @4'-0" O.C. AS CROSS TEE HVAC AIR DIFFUSERS, WITH APPROVED CLIPS OR WIRES AS REQ'D BY CITY STANDARDS TYP. WIRE HANGER @ 4'-0" O.C. EA. WAY 2'-0" X 2'-0" ACOUSTICAL TILE, SEE SPECS. TYP. 2'-0" X 2'-0" RECESSED FLUORESCENT LIGHT FIXTURES. SEE ELEC. DRAWINGS. 3 TURNS MINIMUM IN 1/2", TYP. MAIN RUNNER CROSS TEE COMPRESSION STRUT PER MFG. COMPRESSION STRUT REQ'D AT EACH SEISMIC RESTRAINT AT 12'-0" O.C. EACH WAY. 45 ° TYP. 2" MAX (4) No.12 GAGE SPLAY WIRES AT 12'-0" EACH WAY. WIRES TO BE 90 DEGREES FROM EACH OTHER AND 45 DEGREES FROM PLANE OF CEILING. RE: NOTE 5 FOR CONNECTION (WIRE SHALL HAVE MINIMUM ULTIMATE TENSILE STRENGTH, F = 90 KSI.) TRACK OR ALTERNATE COVER FASTNER CHANNEL MOLDINGS 2" 2" SEISMIC SEPERATION JOINT CAT. DEF MINIMUM EVERY 2500 SQ FT 2" SEISMIC SEPERATION JOINT CAT. DEF MINIMUM EVERY 2500 SQ FT HOLD DOWN CLIP FASTENER WALL ANGLE SUPPORT FASTENED TO GRID MAIN TEE CROSS TEE STRUCTURE VERTICAL HANGER WIRE SPLAY WIRE SECURE TO STRUCTURE COMPRESSION STRUT EA. WAY @ 12'-0" O.C. MAY BE SLACK LIGHTING FIXTURE SEISMIC CLIP TEE #8 X 1/4" SHEET METAL SCREW SUSPENDED CEILING PANEL LIGHT FIXTURE MOUNTING BRACKET CROSS TEE LIGHT FIXTURE MAY BE SLACK MAY BE SLACK LIGHT FIXTURE MOUNTING BRACKET CROSS TEE SUSPENDED CEILING PANEL LIGHT FIXTURE SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D, E, AND F SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM C636, AND THE CISCA FOR SEISMIC ZONES 3-4 AS MODIFIED BY THE FOLLOWING: [§13.5.6.2.2 ASCE 7-05] a. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. b. FOR CEILING AREAS EXCEEDING 2500 SQ. FT., A SEISMIC SEPARATION JOINT OR MI HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SQ. FT. SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED. c. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. d. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK. L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEET TITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 A01SEISMIC CEILING NOTES & TYPICAL REQUIREMENTS NTS DETAILS & TYPES RICHARD R.CLARK A5021
- 18. 3'-0" 2" 3'-0" 2" 2" 7'-0" A 3'-0" 1 3/4" 3'-0" 1 3/4" 7'-0" 13/4" 7'-0" C 2" 6" 30" 44"HAND-ACT. OPENING HARDWARE 7'-0" 13/4" 61/2" 31 2'-6" 1 3/4" 5'-0" 1 3/4" 7'-0" 13/4" 7'-0" D 1 3/4" 61/2" 4 2'-6" 3'-0" 1 3/4" 6'-0" 1 3/4" 8'-0" 13/4" 8'-0" E 1 3/4" 61/2" 5 3'-0" 3'-0" G 30" 44"HAND-ACT. OPENING HARDWARE 7'-0" 8" 5" 1'-8" 8" 4'-0" 7'-0" H 2" 4'-0" 2" 2" 7'-0" 2" 6" 8 3'-0" B PLAN 8'-0" 8'-0" 5'-71/2" [EQ] [EQ] [EQ][EQ] 100" 1 3/4" 7'-11 3/4" 5'-71/2" 6 13/4" 8'-0" 13/4" 1 3/4" 7'-10 3/8" 5'-61/8" F 80" 60" SCREEN BY OTHERS DOOR PER SCHEDULE GYP. BD. BATT INSULATION PTD. HM FRAME CAULK SOLID CORE WOOD DOOR PER SCHEDULE REFERENCE PLAN FOR WALL TYPES PROVIDE DOUBLE STUDS AT ALL JAMB LOCATIONS HOLLOW METAL FRAME PAINTED 2" 6" STANDARD DIMENSION @ HINGESIDE TO PERPENDICULAR WALL LATEX CAULK LATEX CAULK NOTE: FILL W/ BODY PUTTY ANY EXPAND SCREWS SAND SMOOTH FINISH FLOOR PER SCHEDULE JAMB & WALL BEYOND DOOR PER DOOR SCHEDULE FINISH FLOOR CAULK 3/4" WALL /PLAN CEILING /PLACEILING /PLAN FINISH FLOOR 1/2" TEMP. GLS 12GA WIRE @ 4'-0" O.C. SATIN STAINLESS STEEL SATIN STAINLESS STEELLATEX CAULK 16 GA MTL TRK 2 3/4" 90° WALL /PLAN 1/2" TEMP. GLS DOOR 3/4" CEILING /PLAN CEILING /PLAN FINISH FLOOR DOOR WALL /PLAN 12GA WIRE @ 4'-0" O.C. FLOOR CLOSER LATEX CAULK 16 GA MTL TRK SOLID CORE WOOD DOOR PER SCHEDULE REFERENCE PLAN FOR WALL TYPES PROVIDE DOUBLE STUDS AT ALL JAMB LOCATIONS AWI WOOD FRAME FINISH & SPECIES /SCHDL 6" STANDARD DIMENSION @ HINGESIDE TO PERPENDICULAR WALL DOOR PER SCHEDULE FINISH FLOOR PER SCHEDULE JAMB & WALL BEYOND DOOR PER DOOR SCHEDULE 3/4" 13/4" 1 1/2" 1/4" 3/4" 13/4" 1/4" 3/4" 1 3/4" 3/4" 1/4" 11/2" 3/4" GYP. BD. BATT INSULATION AWI WD FRAME FINISH & SPECIES PER SCHEDULE FINISH FLOOR L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEET TITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 DOOR & HARDWARE SCHEDULE DOOR FRAME STC FIRE RATING LABEL HARDWARE NOTES DESCRIPTIONNO SIZE HAND MATL CORE FACING & FINISH TYPE MATL FINISH TYPE DETAILS - SHEET A601 SETNO KEYSIDE RM NO WIDTH HT THK INSIDE OUT INSIDE OUT HEAD JAMB SILL S3 4'-0" 7'-0" 1-3/4" RHR HM MC EXIST EXIST H HM EXIST EXIST 8 - - - - 60 MIN 16 EXT. - DOOR (ETR) ADD CARD READER FOR ENTRY 1033 4'-0" 7'-0" 1-3/4" LHR WD SC EXIST EXIST H HM EXIST EXIST 8 - - - - 20 MIN 16 1036 - DOOR (ETR) ADD CARD READER FOR ENTRY 2120 3'-0" 8'-0" 1/2" RHR TEMP. GLASS CLEAR CLEAR B - - - - F01 - F01 - - 1 2140 1 TEMP GLASS W/ CLOSER, PULL, PANIC EXIT & CARD READER 2121 PR:2'-6" 7'-0" 1-3/4" - WD SC 3 3 D AWI WD 2 2 4 W07 R07 N07 - - 2 N/A - FIXED LEVER PULLS 2122A 3'-0" 7'-0" 1-3/4" LH WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 45 - 3 2120 - DOOR W/ CLOSER & CLASSROOM FUNCTION LEVER/LOCKSET 2122B 3'-0" 7'-0" 1-3/4" RH WD SC 3 4 C AWI WD 2 2 3 W07 R07 N07 45 20 MIN 4 2124 - DOOR W/ CLOSER, LEVER/LOCKSET & CARD READER 2123 PR: 3'-0" 8'-0" 1-3/4" - WD SC 3 4 E AWI WD 2 2 5 W07 R07 N07 - 20 MIN 5 2124 - DOOR W/ CLOSER, LEVER/LOCKSET & CARD READER 2124 3'-0" 7'-0" 1-3/4" RHR WD SC 4 4 A W HM P11 P11 1 X07 R01 N01 - 20 MIN 18 N/A - DOOR W/ PANIC EGRESS HARDWARE, CLOSER & MAG-HOLD OPEN ON F.A. 2125 3'-0" 7'-0" 1-3/4" RH WD SC 4 4 A W HM P11 P11 1 X07 R01 N01 - 20 MIN 6 2124 - DOOR W/ OFFICE FUNCTION LEVER/LOCKSET W/ SPRING HINGES 2126 3'-0" 7'-0" 1-3/4" RH WD SC 4 4 A W HM P11 P11 1 X07 R01 N01 - 20 MIN 6 2124 - DOOR W/ OFFICE FUNCTION LEVER/LOCKSET W/ SPRING HINGES 2127 3'-0" 7'-0" 1-3/4" LH WD SC 4 4 A W HM P11 P11 1 X07 R01 N01 - 20 MIN 6 2124 - DOOR W/ OFFICE FUNCTION LEVER/LOCKSET W/ SPRING HINGES 2129A 3'-0" 7'-0" 1-3/4" LHR WD SC 4 4 A W HM P11 P11 1 X07 R01 N01 - 20 MIN 7 2128 - DOOR W/ CLOSER, LEVER/LOCKSET & CARD READER 2129B 3'-0" 7'-0" 1-3/4" RH WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 8 2131 - DOOR W/ CLOSET FUNCTION LEVER/LOCKSET 2130 7'-10 3 8" 5'-5 7 8" 7/8" - WD - 3 3 F AWI WD 2 2 6 F01/A303 A10/ A303 A01/ A303 - - 9 N/A - BI-FOLDING TURNAWAY CABINET DOORS 2131A PR: 3'-0" 8'-0" 1-3/4" - WD SC 3 3 E AWI WD 2 2 5 W07 R07 N07 - - 10 2120 - DOOR W/ CLOSER & CLASSROOM FUNCTION LEVER/LOCKSET 2131B PR: 3'-0" 8'-0" 1-3/4" - WD SC 3 4 E AWI WD 2 2 5 W07 R07 N07 - 20 MIN 5 2124 - DOOR W/ CLOSER, LEVER/LOCKSET & CARD READER 2132A 3'-0" 7'-0" 1-3/4" RH WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 11 2136 - DOOR W/ CLOSER & CLASSROOM FUNCTION LEVER/LOCKSET 2132B 3'-0" 7'-0" 1-3/4" RH WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 11 2135 - DOOR W/ CLOSER & CLASSROOM FUNCTION LEVER/LOCKSET 2133 3'-0" 7'-0" 1-3/4" RH WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 12 2135 - DOOR W/ PRIVACY FUNCTION LEVER/LOCKSET 2134A 3'-0" 7'-0" 1-3/4" RHR WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 13 2135 - DOOR W/ CLOSER & CLOSET FUNCTION LEVER/LOCKSET 2134B 3'-0" 7'-0" 1-3/4" LHR WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 14 2131 - DOOR W/ CLOSER & CLOSET FUNCTION LEVER/LOCKSET 2135 3'-0" 7'-0" 1-3/4" LH WD SC 3 3 C AWI WD 2 2 3 W07 R07 N07 - - 15 2136 - DOOR W/ CLOSER & OFFICE FUNCTION LEVER/LOCKSET DOOR TYPES FRAME TYPES GENERAL DOOR NOTES: 1. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. 2. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND INTERIOR DOORS; SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. 3. ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. 4. DOOR KEY NOTES: 1. BLUMCRAFT SERIES 1301 - HALF-INCH TEMPERED CLEAR FLOAT GLASS W/ 3/4" HIGH STAINLESS STEEL TOP & BOTTOM RAILS . DORMA (BTS -80) 90° FLOOR CLOSER W/ 90° HOLD OPEN. INTERIOR: CONCEALED PANIC DEVICE 1-1/4" Ø BLUMCRAFT 'H-100-A'. FOLGER ADAM 310-1 ELECTRIC STRIKE W/ 3/4" STRAIGHT KEEPER W/O SIGNAL SWITCHES USING H-100 PANIC HOUSINGS. EXTERIOR: 1-1/4" Ø PULL 'A'. STAINLESS STEEL SATIN US32D BHMA 630. CENTER HUNG PIVOTS. POSITIVE STOP - AUXILIARY FLOOR STOP. ACCESS CARD READER FOR ENTRY. FAIL-SAFE. SIDELIGHT WITH TOP & BOTTOM RAILS TO MATCH DOOR. 2. RED OAK. FINISH COLOR TO MATCH COLOR AS SELECTED FOR KEY NOTE 3.. 3. FACTORY FINISH DOOR FACE. GRADE 'AA' RIFT CUT RED OAK VENEER. SLIP MATCH. CENTER/BALANCE MATCH. COLOR TO BE SELECTED FROM MFG. FULL RANGE OF STANDARD COLORS. 4. FACTORY FINISH DOOR FACE. GRADE 'AA' RIFT CUT RED OAK VENEER. SLIP MATCH. CENTER/BALANCE MATCH. EGGER'S STANDARD COLOR 03 LIGHT OAK - MATCH BUILDING TYPICAL DOORS. DETAILS, TYPES & SCHEDULES RICHARD R.CLARK A601 X01HEAD 1-1/2" = 1'-0" R01JAMB 1-1/2" = 1'-0" N01SILL 1-1/2" = 1'-0" K01JAMB 1-1/2" = 1'-0" A01DETAIL 1-1/2" = 1'-0" F01HEAD & SILL 1-1/2" = 1'-0" W07HEAD 1-1/2" = 1'-0" R07JAMB 1-1/2" = 1'-0" N07SILL 1-1/2" = 1'-0" A14DOORS NTS 1 1 DOOR HARDWARD SET SCHEDULE: SET #1 DOORS: 2120 NOTE: ALL HARDWARE IS COMPLETE BY THE DOOR AND FRAME MANUFACTURER EXCEPT FURNISH INTERCHANGEABLE CORE TYPE CYLINDERS AS REQUIRED TO MATCH EXISTING. SET #2 DOORS: 2121 6 HINGES TA2714 4 1/2 X 4 1/2 26D MC 2 DUMMY TRIM CRR 855 626 YA 2 OVERHEAD STOP 10-236 652 RX 2 ROLLER LATCH RL1B US26D MC 2 DOOR SILENCERS S2W MC SET #3 DOORS: 2122A 3 HINGES T4A3786 4 1/2 X 4 1/2 26D MC 1 LOCKSET CRR 8808FL LC 626 YA 1 CLOSER 7500 H 689 NO 1 WEATHERSTRIP 2891 AS 1 X 36" 2 X 84" PE 1 AUTO DOOR BOTTOM 4301 CPKL 36" PE 1 THRESHOLD 271 A 36" PE NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING SET #4 DOORS: 2122B 2 HINGES T4A3786 4 1/2 X 4 1/2 26D MC 1 ELECTRIC HINGE T4A3786 4 1/2 X 4 1/2 QC12 26D MC 1 ELECTRIC LOCK CRR 8891FL 24VDC LBM REX 626 YA 1 CLOSER 7705 PT 689 NO 1 WEATHERSTRIP 2891 AS 1 X 36" 2 X 84" PE 1 AUTO DOOR BOTTOM 4301 CPKL 36" PE 1 THRESHOLD 271 A 36" PE NOTE: CARD READER AND POWER SUPPLY BY THE SECURITY CONTRACTOR NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING SET #5 DOORS: 2123, 2131B 1 ELECTRIC HINGE T4A3786 4 1/2 X 4 1/2 QC12 26D MC 7 HINGES T4A3786 4 1/2 X 4 1/2 NRP 26D MC 1 AUTO FLUSH BOLT SET FB10W US26D MC 1 ELECTRIC LOCK CRR 8891FL 24VDC LBM REX 626 YA 2 CLOSER 7705 PT 689 NO 1 WALL STOP WS03 US26D MC 1 DUST PROOF STRIKE DPS3 US26D MC 1 COORDINATOR CSM500 61" TO 72" PRIMED MC 1 SMOKE SEAL PK 55 D 25' PE 2 AUTO DOOR BOTTOM 4301 CPKL 36" (AT DOOR 2131B) PE 1 THRESHOLD 271 A 72" (AT DOOR 2131B) PE NOTE: CARD READER AND POWER SUPPLY BY THE SECURITY CONTRACTOR NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING NOTE: ASTRAGAL BY DOOR MANUFACTURER. SET #6 DOORS: 2125, 2126, 2127 3 SPRING HINGES 1502 4 1/2 X 4 1/2 26D MC 1 LOCKSET CRR 8807FL LC 626 YA 1 WALL STOP WS03 US26D MC 1 SMOKE SEAL PK 55 D 17' PE NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING SET #7 DOORS: 2129A 1 ELECTRIC HINGE TA2714 4 1/2 X 4 1/2 QC12 26D MC 2 HINGES TA2714 4 1/2 X 4 1/2 NRP 26D MC 1 ELECTRIC LOCK CRR 8891FL 24VDC LBM REX 626 YA 1 CLOSER PR7500 689 NO 1 KICKPLATE KP50 8" X 34" CSK HB4E US32D MC 1 WALL STOP WS03 US26D MC 1 SMOKE SEAL PK 55 D 17' PE NOTE: CARD READER AND POWER SUPPLY BY THE SECURITY CONTRACTOR NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING SET #8 DOORS: 2129B 3 HINGES TA2714 4 1/2 X 4 1/2 26D MC 1 LOCKSET CRR 8808FL LC 626 YA 1 WALL STOP WS03 US26D MC 3 DOOR SILENCERS S2W MC NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING SET #9 DOORS: 2130 2 DOOR PULLS MOCKETT - DP55A 626 1 EA - R & L HAWA-TURNAWAY 35/X3 PIVOT SLIDING DOOR FITTING 1 EA - R & L HAWA BI-FOLDING DOOR FITTING FOR TURNAWAYS 1 SET- 407.73.153- HAWA-TURN-AWAY 35/X3 LH.126-245CM 1 SET- 407.73.055- HAWA-TURN-AWAY 35/X3 RH.126-245CM 1 SET- 407.73.063- HAWA-TURN-AWAY FOLDING X2,3 RH 1 SET- 407.73.161- HAWA-TURN-AWAY FOLDING X2,3 LH SET #10 DOORS: 2131A 8 HINGES T4A3786 4 1/2 X 4 1/2 26D MC 1 AUTO FLUSH BOLT SET FB10W US26D MC 1 LOCKSET CRR 8808FL LC 626 YA 2 CLOSER CPS-7500-T 689 NO 1 COORDINATOR CSM500 61" TO 72" PRIMED MC 1 DUST PROOF STRIKE DPS3 US26D MC 1 SMOKE SEAL PK 55 D 25' PE 2 AUTO DOOR BOTTOM 4301 CPKL 36" PE 1 THRESHOLD 271 A 72" PE NOTE: ASTRAGAL BY DOOR MANUFACTURER. NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING SET #11 DOORS: 2132A, 2132B 3 HINGES TA2714 4 1/2 X 4 1/2 26D MC 1 LOCKSET CRR 8808FL LC 626 YA 1 CLOSER 8501 689 NO 1 WALL STOP WS03 US26D MC 3 DOOR SILENCERS S2W MC NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING SET #12 DOORS: 2133 3 HINGES TA2714 4 1/2 X 4 1/2 26D MC 1 PRIVACY SET CRR 8802FL 626 YA 1 WALL STOP WS03 US26D MC 3 DOOR SILENCERS S2W MC SET #13 DOORS: 2134A 3 HINGES TA2714 4 1/2 X 4 1/2 26D MC 1 LOCKSET CRR 8807FL LC 626 YA 1 CLOSER PR8501 689 NO 1 WALL STOP WS03 US26D MC 3 DOOR SILENCERS S2W MC NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING SET #14 DOORS: 2134B 1 ELECTRIC HINGE TA2714 4 1/2 X 4 1/2 QC12 26D MC 2 HINGES TA2714 4 1/2 X 4 1/2 26D MC 1 ELECTRIC LOCK CRR 8891FL 24VDC LBM REX 626 YA 1 CLOSER CPS-8501 689 NO 1 KICK PLATE KP50 8" X 34" CSK HB4E US32D MC 3 DOOR SILENCERS S2W MC NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING NOTE: CARD READER AND POWER SUPPLY BY THE SECURITY CONTRACTOR. SET #15 DOORS: 2135 3 HINGES TA2714 4 1/2 X 4 1/2 26D MC 1 LOCKSET CRR 8807FL LC 626 YA 1 CLOSER CPS-8501-T 689 NO 1 WEATHERSTRIP 2891 AS 1 X 36" 2 X 84" PE 1 AUTO DOOR BOTTOM 4301 CPKL 36" PE 1 THRESHOLD 271 A 36" PE NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING SET #16 DOORS: S3, 1033 1 EXIT DEVICE 7100 X 632F P SEX NUTS 630 YA 1 CONTROLLER 781N YA 1 DOOR CORD TSB-C SN NOTE: CARD READER BY THE SECURITY CONTRACTOR NOTE: INTERCHANGEABLE CORE TYPE CYLINDER TO MATCH EXISTING NOTE: REUSE THE EXISTING HARDWARE EXCEPT FURNISH THE FOLLOWING ABOVE NEW HARDWARE. FIELD VERIFY THAT THE ABOVE HARDWARE WILL PERFORM AND OPERATE PROPERLY ON THE ABOVE EXISTING OPENING FOR A NEW CARD READER OPERATION. SET #17 DOORS: 1036, S3A NIC SET #18 DOORS: 2124 3 HINGES T4A3786 4 1/2 X 4 1/2 26D MC 1 EXIT DEVICE 7100F X CR628F SEX NUTS 630 YA 1 MAGNETIC HOLDER 998 689 RX 1 CLOSER 7500 689 NO 1 KICK PLATE KP50 8" X 34 CSK HB4E US32D MC 1 SMOKE SEAL PK 55 D 17' PE 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 2. FEBRUARY 2, 2009 - ASI #6 [DOOR#2130] 2 2 2 2
- 19. L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEETTITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 ROOM FINISH SCHEDULE ROOM FLOOR BASE WALLS CEILING NOTES NO NAME NORTH EAST SOUTH WEST TYPE HEIGHT 2120 RECEPTION TIL01,CPT01 TIL04 PNT03 N/A PNT03 PNT03 CLG01,CLG02 9'-0" 2121 CLOSET CPT01 SWT01 PNT03 PNT03 PNT03 PNT03 CLG02 9'-0" 2122 TELEPRESENCE CPT01 SWT01 PNT03 PNT03 PNT03 PNT03 CLG02 9'-0" 2123 HALLWAY TIL01,CPT01 TIL04 PNT03 PNT03 N/A PNT03 CLG02 9'-0" 2124 CORRIDOR TIL01,CPT01 SWT1 PNT03 N/A PNT03 N/A CLG01,CLG02 9'-0" 2125 OFFICE CPT01 SWT01 PNT03 PNT03 PNT03 PNT02 CLG02 9'-0" 2126 OFFICE CPT01 SWT01 PNT03 PNT03 PNT03 PNT02 CLG02 9'-0" 2127 CONF ROOM CPT01 SWT01 PNT03 PNT02 PNT03 PNT03 CLG02 9'-0" 2128 NOT USED 2129 AV CLOSET CPT01 SWT01 PNT03 PNT03 PNT03 PNT03 CLG02 9'-2" 2130 PROJECTION CPT01 SWT01 PNT03 PNT03 PNT03 PNT03 CLG02 9'-0" 2131 BOARD ROOM CPT03, CPT05 SWT01 SWV01,SWT02, SWT03 WLC01,SWT02, SWT03 WLC01,SWT02, SWT03 WLC01,SWT02, SWT03 CLG01,CLG02 9'-0" PROVIDE DWT01 DRAPERY AT ALL WINDOWS 2132 PANTRY TIL02 TIL05 PNT03,TIL06 PNT03 PNT03 PNT03 CLG02 9'-0" 2133 RESTROOM TIL02 TIL05 PNT03,TIL07,TIL08 PNT03,TIL07,TIL08 PNT03,TIL07,TIL08 PNT03,TIL07,TIL08 CLG02 9'-0" 2134 CLOSET CPT02 SWT01 PNT03 PNT03 PNT03 PNT03 CLG02 9'-0" PROVIDE DWT01 DRAPERY AT ALL WINDOWS 2135 EXECUTIVE OFFICE CPT02,CPT04 SWT01 SWV01,SWT02, SWT03 WLC01 WLC01 WLC01 CLG01,CLG02 9'-0" 2136 OPEN OFFICE CPT01 SWT01 PNT03 PNT03 PNT03 PNT03 CLG02 9'-0" 2137 225 OFFICE CPT01 SWT01 PNT03 PNT03 PNT03 PNT02 CLG02 9'-0" 2138 225 OFFICE CPT01 SWT01 PNT03 PNT03 PNT03 PNT02 CLG02 9'-0" 2139 H OFFICE CPT01 SWT01 PNT03 PNT03 PNT03 PNT02 CLG02 9'-0" 2140 HALLWAY EXISTING RWB01 N/A PNT01 N/A N/A EXISITNG EXISTING 2141 NOT USED 2142 C/F/P/S ROOM CPT01 SWT01 PNT01 PNT01 PNT01 PNT01 CLG02 9'-0" FINISH NOTES RE: A01/A101 FOR TRANSITIONS BETWEEN FLOORING MATERIALS FINISH LEGEND KEY LABEL MATERIAL COMPANY DESCRIPTION NOTES FLAME SPREAD RATING FLOORING CPT01 CARPET: BROADLOOM SHAW LAVISH 5A071, 5TH AVENUE 71481 32 OZ., ECO SOLUTION Q NYLON CLASS 1: FLAME SPREAD > 450; ASTM E648, ASTM E662 CPT02 CARPET: BROADLOOM SHAW DETAIL 5A084, PACIFIC 84599 40 OZ., ANTRON LEGACY NYLON CLASS 1: FLAME SPREAD > 450; ASTM E648, ASTM E662 CPT03 CARPET: BROADLOOM SHAW STUNNING 5A072, 5TH AVENUE 72481 32 OZ., ECO SOLUTION Q NYLON CLASS 1: FLAME SPREAD > 450; ASTM E648, ASTM E662 CPT04 CARPET: BROADLOOM SHAW SCEPTER II 50521, GUNMETAL 43585 42 OZ., SOLUTIA LXI NYLON CLASS 1: FLAME SPREAD > 450; ASTM E648, ASTM E662 CPT05 CARPET: BROADLOOM SHAW SCEPTER II 50521, NIMBUS 43504 42 OZ., SOLUTIA LXI NYLON CLASS 1: FLAME SPREAD > 450; ASTM E648, ASTM E662 TIL01 GRANITE TILE ISC SURFACES ABSOLUTE BLACK, 12X12, POLISHED (PROVIDE THRESHOLD AT DOORS AS NOTED ON FINISH PLAN SHEET A105) 1/16" GROUT LINES: GROUT: MAPEI 47 CHARCOAL STATIC COF: ASTM A137.1, ASTM C1028, R9, A, WET>0.60, DRY>0.60 TIL02 PORCELAIN TILE CROSSVILLE EMPIRE SERIES, VS85 GENERAL'S GREY, 14X14 UNPOLISHED 1/16" GROUT LINES: GROUT: MAPEI 01 ALABASTER STATIC COF: ASTM A137.1, ASTM C1028, R9, A, WET>0.60, DRY>0.60 TIL03 PORCELAIN TILE AMERICAN OLEAN AVENUE ONE, NIGHTLIFE AU09, 12X12 1/16" GROUT LINES: GROUT: MAPEI 01 ALABASTER STATIC COF: ASTM A137.1, ASTM C1028, R9, A, WET>0.60, DRY>0.70 BASE TIL04 GRANITE TILE BASE ISC SURFACES ABSOLUTE BLACK, 6X12, POLISHED TIL05 PORCELAIN TILE BASE CROSSVILLE EMPIRE SERIES, VS85 GENERAL'S GREY, 3X14 UNPOLISHED SWT01 STAINED WOOD TRIM AWI STANDARD 6"X3/4" RIFT CUT RED OAK STAINED TO MATCH INTERIOR DOORS RWB01 RESILIENT WALL BASE FLEXCO BLACK/BROWN 071: 4-INCH COVE BASE: ROLL GOODS ONLY. NO SEAMS WITHIN 6" OF CORNERS. SPREAD INDEX: 150; ASTM E-84-91A WALLS PNT01 PAINT SHERWIN WILLIAMS SIMPLE WHITE SW 7021 EGGSHELL - LEVEL 4 GYP FIN PNT02 PAINT SHERWIN WILLIAMS COLOR TBD EGGSHELL - LEVEL 4 GYP FIN PNT03 PAINT SHERWIN WILLIAMS COLOR TBD EGGSHELL - LEVEL 4 GYP FIN PNT04 PAINT SHERWIN WILLIAMS URBANE BRONZE SW 7048 GLOSS - METAL DOOR FRAMES WLC01 WALLCOVERING: OLEFIN KNOLL TEXTILES GIZA WC412/1 OYSTER, 100% OLEFIN FACE, TEFLON FINISH, ACRYLIC BACKING, 11.5O oz/LY, 54" WIDE ASTM E-84 (ADHERED) CLASS A TIL06 WALL TILE AMERICAN OLEAN URBAN CANVAS, DESIGNER WHITE 0061, MATTE FINISH TIL07 PORCELAIN TILE AMERICAN OLEAN AVENUE ONE, SIDEWALK AU02, 12X24 1/16" GROUT LINES: GROUT: MAPEI 01 ALABASTER STATIC COF: ASTM A137.1, ASTM C1028, R9, A, WET>0.60, DRY>0.70 TIL08 PORCELAIN TILE AMERICAN OLEAN AVENUE ONE, NIGHTLIFE AU09, 12X24 1/16" GROUT LINES: GROUT: MAPEI 01 ALABASTER STATIC COF: ASTM A137.1, ASTM C1028, R9, A, WET>0.60, DRY>0.70 MISCELLANEOUS STC01 STONE COUNTERTOP ISC SURFACES ABSOLUTE BLACK, POLISHED, 3CM SLAB (1-1/4") EASED EDGE DETAIL HPL01 HIGH-PRESSURE LAMINATE FORMICA 299-58 EBONY OXIDE, MATTE FINISH STRAIGHT EDGE DETAIL SWC01 STAINED WOOD CABINETS N/A AWI CERTIFIED, MATCH EXISTING WOOD SPECIES AND STAIN COLOR RECESSED PANEL SQUARE DOOR STYLE SWT02 STAINED WOOD TRIM: CHAIR RAIL AWI 8TH EDITION CHR-6015, SEC 300-D9 RED OAK, STAIN TO MATCH INTERIOR DOORS SWT03 STAINED WOOD TRIM: PICTURE RAIL AWI 8TH EDITION PIC-7001, SEC 300-D10 RED OAK, STAIN TO MATCH INTERIOR DOORS SWV01 STAINED WOOD VENEER N/A 3/4" WOOD VENEER PANELS WITH 1/4" SAWCUT REVEALS RIFT CUT RED OAK, STAIN TO MATCH INTERIOR DOORS DWT01 DRAPERY WINDOW TREATMENT KNOLL GRACE NOTE, SESAME D22/3, TREVIRA FR (FLAME-RETARDANT) BARREL-PLEAT HEADING SYSTEM, HAND-TRAVERSED NFPA 701, TEST 1, FLAME RETARDANT FINISH CEILING CLG01 PAINT - P1 SUSP GYP FIN SHERWIN WILLIAMS ARMSTRONG PAINT SW7021 SIMPLE WHITE 5/8" TYPE 'X' GYPSUM BOARD & DRYWALL GRID SUSPENSION SYSTEM SATIN - LEVEL 4 GYP FIN CLG02 WET FORMED MINERAL FIBER /GALV STEEL ARMSTRONG CIRRUS 9/16" BORDERS PLAIN PANEL, 2X2, 6498, SUPRAFINE GRID #7501 XL 7520 SEISMIC RX CATEGORY CLG03 WET FORMED MINERAL FIBER /GALV STEEL ARMSTRONG DUNE, SECOND-LOOK 2x4 BEVELED TEGULAR, WHITE SUPRAFINE XL 9/16" EXPOSED TEE, WHITE; SEISMIC RX SYSTEM. CLASS A: FLAME SPREAD 25 OR UNDER (UL LABEL) PER ASTM E 1264 NOTE: PROVIDE 10% OF TOTAL REQ. FINISH MATERIAL TO TENANT FOR 'ATTIC STOCK'; CEILING TILE, CARPET TILE, PAINT & WALL COVERING. DETAILS, TYPES & SCHEDULES RICHARD R.CLARK A602 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 2. JANUARY 27, 2008 - ASI #2 2 2 2 2
- 20. L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEETTITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 SECTION 013000 - ADMINISTRATIVE REQUIREMENTS 1.1PROJECT MANAGEMENT AND COORDINATION A. Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. B. Requests for Information (RFIs): On discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI. Use AIA Document G716-2004. C. Schedule and conduct progress meetings at Project site at regular intervals. Notify Owner and Architect of meeting dates and times. Require attendance of each subcontractor or other entity concerned with current progress or involved in planning, coordination, or performance of future activities. 1. Record minutes and distribute to everyone concerned, including Owner and Architect. 1.2 SUBMITTAL ADMINISTRATIVE REQUIREMENTS A. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 1. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. 2. Submit three copies of each action submittal. Architect will return two copies. 3. Submit two copies of each informational submittal. Architect will not return copies. 4. Architect will discard submittals received from sources other than Contractor. B. Place a permanent label or title block on each submittal for identification. Provide a space approximately 6 by 8 inches (150 by 200 mm) on label or beside title block to record Contractor's review and approval markings and action taken by Architect. Include the following information on the label: 1. Project name. 2. Date. 3. Name and address of Contractor. 4. Name and address of subcontractor or supplier. 5. Number and title of appropriate Specification Section. C. Identify deviations from the Contract Documents on submittals. D. Contractor's Construction Schedule Submittal Procedure: Submit two copies of schedule within 10 days after date established for Commencement of the Work. 1.3 ACTION SUBMITTALS A. Product Data: Mark each copy to show applicable products and options. Include the following: 1. Manufacturer's written recommendations, product specifications, and installation instructions. 2. Wiring diagrams showing factory-installed wiring. 3. Printed performance curves and operational range diagrams. 4. Testing by recognized testing agency. 5. Compliance with specified standards and requirements. B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. Submit on sheets at least 8-1/2 by 11 inches (215 by 280 mm) but no larger than 30 by 42 inches (762 by 1067 mm). Include the following: 1. Dimensions and identification of products. 2. Fabrication and installation drawings and roughing-in and setting diagrams. 3. Wiring diagrams showing field-installed wiring. 4. Notation of coordination requirements. 5. Notation of dimensions established by field measurement. C. Samples: Submit Samples for review of kind, color, pattern, and texture and for a comparison of these characteristics between submittal and actual component as delivered and installed. Include name of manufacturer and product name on label. 1. If variation is inherent in material or product, submit at least three sets of paired units that show variations. 1.4INFORMATIONAL SUBMITTALS A. Qualification Data: Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. B. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents. SECTION 014000 - QUALITY REQUIREMENTS 1.1 SECTION REQUIREMENTS A. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Testing and inspecting services shall be performed by independent testing agencies. B. Referenced Standards: If compliance with two or more standards is specified and the standards establish different or conflicting requirements, comply with the most stringent requirement. Refer uncertainties to Architect for a decision. C. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum. The actual installation may exceed the minimum within reasonable limits. Indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision. D. Test and Inspection Reports: Prepare and submit certified written reports specified in other Sections. Include the following: 1. Date of issue. 2. Project title and number. 3. Name, address, and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Record of temperature and weather conditions at time of sample taking and testing and inspecting. 6. Names of individuals making tests and inspections. 7. Description of the Work and test and inspection method. 8. Complete test or inspection data, test and inspection results, an interpretation of test results, and comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 9. Name and signature of laboratory inspector. 10. Recommendations on retesting and reinspecting. E. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, notices, receipts for fee payments, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. F. Testing Agency Qualifications: An independent agency with the experience and capability to conduct testing and inspecting indicated; and where required by authorities having jurisdiction, that is acceptable to authorities. G. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents. H. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Promptly notify Architect and Contractor of irregularities or deficiencies in the Work observed during performance of its services. 2. Do not release, revoke, alter, or increase requirements of the Contract Documents or approve or accept any portion of the Work. 3. Do not perform any duties of Contractor. I. Associated Services: Cooperate with testing agencies and provide reasonable auxiliary services as requested. Provide the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field curing of test samples. 5. Security and protection for samples and for testing and inspecting equipment. J. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and -control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests, inspections, obtaining samples, and similar activities. SECTION 014200 - REFERENCES 1.1 GENERAL REQUIREMENTS A. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. B. Abbreviations and Acronyms: 1. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of entities indicated in Thomson Gale's “Encyclopedia of Associations” or in Columbia Books' “National Trade & Professional Associations of the U.S.” 2. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list: APMO International Association of Plumbing and Mechanical Officials ICC International Code Council ICC-ES ICC Evaluation Service, Inc. UBC Uniform Building Code 3. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list: CE Army Corps of Engineers CPSC Consumer Product Safety Commission DOC Department of Commerce DOD Department of Defense DOE Department of Energy EPA Environmental Protection Agency FAA Federal Aviation Administration FCC Federal Communications Commission FDA Food and Drug Administration GSA General Services Administration HUD Department of Housing and Urban Development LBL Lawrence Berkeley National Laboratory NCHRP National Cooperative Highway Research Program NIST National Institute of Standards and Technology OSHA Occupational Safety & Health Administration PBS Public Buildings Service PHS Office of Public Health and Science RUS Rural Utilities Service SD State Department TRB Transportation Research Board USDA Department of Agriculture USPS Postal Service 4. Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list: ADAAG Americans with Disabilities Act (ADA) Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities Available from U.S. Access Board UFAS Uniform Federal Accessibility Standards Available from Access Board SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS 1.1 SECTION REQUIREMENTS A. Use Charges: Installation and removal of and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. B. Water and Electric Power: Available from Owner's existing system without metering and without payment of use charges, unless otherwise indicated on Drawings. Provide connections and extensions of services as required for construction operations. C. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. D. Accessible Temporary Egress: Comply with applicable provisions in ICC/ANSI A117.1. 1.2 TEMPORARY FACILITIES A. Provide field offices, storage and fabrication sheds, and other support facilities as necessary for construction operations. Store combustible materials apart from building. 1.3EQUIPMENT A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. B. HVAC Equipment: Unless Owner authorizes use of permanent HVAC system, provide vented, self-contained, liquid-propane-gas or fuel-oil heaters with individual space thermostatic control. 1. Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating units is prohibited. 2. Heating Units: Listed and labeled for type of fuel being consumed, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. 3. Permanent HVAC System: If Owner authorizes use of permanent HVAC system for temporary use during construction, provide filter with MERV of 8 at each return-air grille in system and remove at end of construction. 1.4 TEMPORARY UTILITY INSTALLATION A. General: Install temporary service or connect to existing service. 1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services. B. Sanitary Facilities: Use of Owner's existing toilet facilities will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use. C. Heating and Cooling: Provide temporary heating and cooling required for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed. D. Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations and inspections. 1.5 SUPPORT FACILITIES INSTALLATION A. Install project identification and other signs in locations approved by Owner to inform the public and persons seeking entrance to Project. B. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction. SECTION 016000 - PRODUCT REQUIREMENTS 1.1 SECTION REQUIREMENTS A. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. B. Comparable Product Requests: 1. Submit request for consideration of each comparable product. Do not submit unapproved products on Shop Drawings or other submittals. 2. Identify product to be replaced and show compliance with requirements for comparable product requests. Include a detailed comparison of significant qualities of proposed substitution with those of the Work specified. 3. Architect will review the proposed product and notify Contractor of its acceptance or rejection. C. Basis-of-Design Product Specification Submittal: Show compliance with requirements. D. Compatibility of Options: If Contractor is given option of selecting between two or more products, select product compatible with products previously selected. E. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions. 1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. 2. Deliver products to Project site in manufacturer's original sealed container or packaging, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 3. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. 4. Store materials in a manner that will not endanger Project structure. 5. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation. F. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. 1.2PRODUCT SELECTION PROCEDURES A. Provide products that comply with the Contract Documents, are undamaged, and are new at the time of installation. 1. Provide products complete with accessories, trim, finish, and other devices and components needed for a complete installation and the intended use and effect. 2. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products. B. Product Selection Procedures: 1. Where Specifications name a single manufacturer and product, provide the named product that complies with requirements. 2. Where Specifications name a single manufacturer or source, provide a product by the named manufacturer or source that complies with requirements. 3. Where Specifications include a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product, that complies with requirements. Comply with requirements for "comparable product requests" for consideration of an unnamed product. 4. Where Specifications include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will be considered. 5. Where Specifications include a list of available manufacturers, provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer, that complies with requirements. Comply with requirements for "comparable product requests" for consideration of an unnamed manufacturer's product. 6. Where Specifications name a single product, or refer to a product indicated on Drawings, provide the named product. Comply with provisions for "comparable product requests" for consideration of an unnamed product by another manufacturer. C. Where Specifications require "match Architect's sample," provide a product that complies with requirements and matches Architect's sample. Architect's decision will be final on whether a proposed product matches. D. Unless otherwise indicated, Architect will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both standard and premium items. SECTION 017000 - EXECUTION AND CLOSEOUT REQUIREMENTS 1.1 CLOSEOUT SUBMITTALS A. Record Drawings: Maintain a set of prints of the Contract Drawings as record Drawings. Mark to show actual installation where installation varies from that shown originally. 1. Identify and date each record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. B. Operation and Maintenance Data: Submit one copy of manual. Organize data into three-ring binders with identification on front and spine of each binder, and envelopes for folded drawings. Include the following: 1. Manufacturer's operation and maintenance documentation. 2. Maintenance and service schedules. 3. Maintenance service contracts. 4. Emergency instructions. 5. Spare parts list. 6. Wiring diagrams. 7. Copies of warranties. 1.2 CLOSEOUT PROCEDURES A. Substantial Completion: Before requesting Substantial Completion inspection, complete the following: 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. 2. Advise Owner of pending insurance changeover requirements. 3. Submit specific warranties, maintenance service agreements, and similar documents. 4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Submit record Drawings, operation and maintenance manuals, and similar final record information. 6. Deliver tools, spare parts, extra materials, and similar items. 7. Make final changeover of permanent locks and deliver keys to Owner. 8. Complete startup testing of systems. 9. Remove temporary facilities and controls. 10. Submit changeover information related to Owner's occupancy, use, operation, and maintenance. 11. Complete final cleaning requirements, including touchup painting. 12. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. B. Submit a written request for inspection for Substantial Completion. On receipt of request, Architect will proceed with inspection or advise Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will advise Contractor of items that must be completed or corrected before certificate will be issued. C. Request inspection for Final Completion, once the following are complete: 1. Submit a copy of Substantial Completion inspection list stating that each item has been completed or otherwise resolved for acceptance. 2. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. D. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. E. Submit a written request for final inspection for acceptance. On receipt of request, Architect will proceed with inspection or advise Contractor of unfulfilled requirements. Architect will prepare final Certificate for Payment after inspection or will advise Contractor of items that must be completed or corrected before certificate will be issued. 1.3EXAMINATION AND PREPARATION A. Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. 1. Verify compatibility with and suitability of substrates. 2. Examine roughing-in for mechanical and electrical systems. 3. Examine walls, floors, and roofs for suitable conditions. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Take field measurements as required to fit the Work properly. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. D. Verify space requirements and dimensions of items shown diagrammatically on Drawings. 1.4INSTALLATION A. Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. Make vertical work plumb and make horizontal work level. 1. Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections to form hairline joints. 2. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated. 3. Maintain minimum headroom clearance of 96 inches (2440 mm) in occupied spaces and 90 inches (2300 mm) in unoccupied spaces. B. Comply with manufacturer's written instructions and recommendations. C. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. D. Use products, cleaners, and installation materials that are not considered hazardous. E. Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place. Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. 1.5 CUTTING AND PATCHING A. Provide temporary support of work to be cut. Do not cut structural members or operational elements without prior written approval of Architect. B. Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to prevent interruption to occupied areas. C. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections. 1. Restore exposed finishes of patched areas and extend finish restoration into adjoining construction in a manner that will minimize evidence of patching and refinishing. 2. Where patching occurs in a painted surface, prepare substrate and apply primer and intermediate paint coats appropriate for substrate over the patch, and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces. SECTION 011000 - SUMMARY 1.1PROJECT INFORMATION A. Project: FARMERS INSURANCE CEO SUITE - AGOURA HILLS, CA. 1. Project Location: UNIVERSITY OF FARMERS; 30801 AGOURA ROAD; AGOURA HILLS, CA 91301. 2. Owner: ZURICH FARMERS US; 4680 WILSHIRE BLVD.; LOS ANGELES, CA 90010; BECKY TAYLOR; 323/932-3677 PH; 323/932-8094 FAX; rebecca.1.taylor@farmersinsurance.com. B. Architect: Rees Masilionis Turley Architecture, LLC. C. Contractor: <Insert name and contact information for Contractor>. D. The Work consists of typical interior office construction / remodel. E. Work Under Separate Contracts: 1. As indicated on Drawings. G. Owner-Furnished Items: The following products will be furnished by Owner and shall be installed by Contractor as part of the Work: 1. As indicated on Drawings. 1.2 WORK RESTRICTIONS A. Contractor's Use of Premises: During construction, Contractor will have full use of area indicated. Contractor's use of premises is limited only by Owner's right to perform work or employ other contractors on portions of Project and as indicated on Drawings. 1. Owner will occupy premises during construction. Perform construction only during normal working hours 8 AM to 5 PM Monday thru Friday, other than holidays), unless otherwise agreed to in advance by Owner. Clean up work areas and return to usable condition at the end of each work period. 2. Driveways, Walkways, and Entrances: Keep driveways, parking garages, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. B. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet (8 m) of entrances, operable windows, or outdoor-air intakes. SECTION 012000 - PRICE AND PAYMENT PROCEDURES 1.1 ALLOWANCES A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selected by Architect under allowance and shall include freight and delivery to Project site. B. Unless otherwise indicated, Contractor's costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials under allowance shall be included as part of the Contract Sum and not part of the allowance. C. Obtain a minimum of two proposals for each allowance and submit to Architect, in the form specified for Change Orders, with recommendations. Purchase products selected by Architect. D. Advise Architect of the date when selection and purchase of each product or system described by an allowance must be completed to avoid delaying the Work. E. Submit invoices to show cost and actual quantities of materials delivered. 1.2 UNIT PRICES A. Unit price is an amount incorporated in the Agreement, applicable during the duration of the Work as a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are increased or decreased. B. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit. 1.3 ALTERNATES A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the Base Bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. 1. Alternates described in this Section are part of the Work only if enumerated in the Agreement. 2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum. 1.4 SUBSTITUTION PROCEDURES A. Substitutions include changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor after award of the Contract. 1. Substitution Request Form: Use CSI Form 13.1A. 2. Submit three copies of each request for product substitution. 3. Submit requests within 15 days after the Notice to Proceed. 4. Do not submit unapproved substitutions on Shop Drawings or other submittals. 5. Identify product to be replaced and show compliance with requirements for substitutions. Include a detailed comparison of significant qualities of proposed substitution with those of the Work specified, a list of changes needed to other parts of the Work required to accommodate proposed substitution, and any proposed changes in the Contract Sum or the Contract Time should the substitution be accepted. 6. Architect will review the proposed substitution and notify Contractor of its acceptance or rejection. 1.5 CONTRACT MODIFICATION PROCEDURES A. Architect will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time. B. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work. 1. Proposal Requests are not instructions either to stop work in progress or to execute the proposed change. 2. Within time specified in Proposal Request after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time. C. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Architect. D. On Owner's approval of a Proposal Request, Contractor will issue a Change Order for signatures of Owner and Contractor on AIA Document G701, for all changes to the Contract Sum or the Contract Time. E. Architect may issue a Construction Change Directive on AIA Document G714. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. 1. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time. SECTION 012000 - PRICE AND PAYMENT PROCEDURES (continued) F. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. 1.6PAYMENT PROCEDURES A. Submit a Schedule of Values at least seven days before the initial Application for Payment. Break down the Contract Sum into at least one line item for each Specification Section in the Project Manual table of contents. Coordinate the schedule of values with Contractor's construction schedule. 1. Arrange schedule of values consistent with format of AIA Document G703. 2. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 3. Provide separate line items in the schedule of values for initial cost of materials and for total installed value of that part of the Work. B. Application for Payment Forms: Use AIA Document G702 and AIA Document G703 as form for Applications for Payment. C. Submit three copies of each application for payment according to the schedule established in Owner/Contractor Agreement. 1. With each Application for Payment, submit waivers of mechanic's liens from subcontractors, sub-subcontractors, and suppliers for construction period covered by the previous application. 2. Submit final Application for Payment with or preceded by conditional final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien. a. Include insurance certificates, proof that taxes, fees, and similar obligations were paid, and evidence that claims have been settled. b. Submit final meter readings for utilities, a record of stored fuel, and similar data as of the date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work. 1.7 SCHEDULE OF ALLOWANCES A. As indicated on Drawings. 1.8 SCHEDULE OF UNIT PRICES A. As indicated on Drawings. 1.9 SCHEDULE OF ALTERNATES A. As indicated on Drawings. SECTION 013000 - ADMINISTRATIVE REQUIREMENTS (continued) 1.5DELEGATED DESIGN SERVICES A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. 1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Architect. B. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit three copies of a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional. 1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services. 1.6 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal Gantt-chart-type schedule within 15 days of date established for the Notice to Proceed. B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. 1.7 SUBMITTAL REVIEW A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. B. Architect will review each action submittal, make marks to indicate corrections or modifications required, will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action. C. Submittals not required by the Contract Documents may not be reviewed and may be discarded. 1.8 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Updating: At regular intervals, update schedule to reflect actual construction progress and activities. Issue schedule two days before each regularly scheduled progress meeting. 1. As the Work progresses, indicate Actual Completion percentage for each activity. B. Distribute copies of approved schedule to Owner, Architect, subcontractors, testing and inspecting agencies, and parties identified by Contractor with a need-to-know schedule responsibility. When revisions are made, distribute updated schedules to the same parties. SECTION 014000 - QUALITY REQUIREMENTS (continued) K. Special Tests and Inspections: Engage a qualified special inspector to conduct special tests and inspections required by authorities having jurisdiction. SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS (continued) C. Use of Owner's existing elevators will be permitted, provided elevators are cleaned and maintained in a condition acceptable to Owner. Provide protective coverings, barriers, devices, signs, or other procedures to protect elevator car and entrance doors and frame. At Substantial Completion, restore elevators to condition existing before initial use, including replacing worn cables, guide shoes, and similar items of limited life. 1.6 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Provide protection, operate temporary facilities, and conduct construction as required to comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. B. Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. C. Provide floor-to-ceiling dustproof partitions to limit dust and dirt migration and to separate areas occupied by Owner and tenants from fumes and noise. D. Install and maintain temporary fire-protection facilities. Comply with NFPA 241. 1.7 OPERATION, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses. B. Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. SPECIFICATIONS RICHARD R. CLARK A701
- 21. L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEETTITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 SECTION 017000 - EXECUTION AND CLOSEOUT REQUIREMENTS (continued) 1.6 CLEANING A. Clean Project site and work areas daily, including common areas. Dispose of materials lawfully. 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work area, as appropriate. 3. Remove debris from concealed spaces before enclosing the space. B. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion: 1. Remove labels that are not permanent. 2. Clean transparent materials, including mirrors. Remove excess glazing compounds. Replace chipped or broken glass. 3. Clean exposed finishes to a dust-free condition, free of stains, films, and foreign substances. Sweep concrete floors broom clean. 4. Vacuum carpeted surfaces and wax resilient flooring. 5. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication. Clean plumbing fixtures. Clean light fixtures, lamps, globes, and reflectors. 6. Clean Project site, yard, and grounds, in areas disturbed by construction activities. Sweep paved areas; remove stains, spills, and foreign deposits. Rake grounds to a smooth, even-textured surface. 1.7DEMONSTRATION AND TRAINING A. Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. Include a detailed review of the following: 1. Include instruction for basis of system design and operational requirements, review of documentation, emergency procedures, operations, adjustments, troubleshooting, maintenance, and repairs. SECTION 024119 - SELECTIVE STRUCTURE DEMOLITION 1.1 SECTION REQUIREMENTS A. Items indicated to be removed and salvaged remain Owner's property. Carefully detach from existing construction, in a manner to prevent damage, and deliver to Owner ready for reuse. Include fasteners or brackets needed for reattachment elsewhere. B. Comply with EPA regulations and hauling and disposal regulations of authorities having jurisdiction. Comply with ANSI A10.6 and NFPA 241. C. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. D. It is not expected that hazardous materials will be encountered in the Work. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract. 1.2DEFINITIONS A. Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled. B. Remove and Salvage: Detach items from existing construction and deliver them to Owner ready for reuse. C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated. D. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled. 1.3DEMOLITION A. Requirements for Building Reuse: 1. Maintain existing building structure (including structural floor and roof decking) and envelope (exterior skin and framing, excluding window assemblies and nonstructural roofing material) not indicated to be demolished; do not demolish such existing construction beyond indicated limits. 2. Maintain existing interior nonstructural elements (interior walls, doors, floor coverings, and ceiling systems) not indicated to be demolished; do not demolish such existing construction beyond indicated limits. B. Maintain services/systems indicated to remain and protect them against damage during selective demolition operations. Before proceeding with demolition, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of the building. C. Locate, identify, shut off, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished. D. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. E. Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished. F. Provide temporary weather protection as required to prevent water leakage and damage to structure and interior areas. G. Protect walls, ceilings, floors, and other existing finish work that are to remain. Erect and maintain dustproof partitions. Cover and protect furniture, furnishings, and equipment that have not been removed. H. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. I. Promptly remove demolition waste materials from Project site and legally dispose of them. Do not burn demolished materials. J. Clean adjacent structures and improvements of dust, dirt, and debris caused by demolition operations. Return adjacent areas to condition existing before demolition operations began. SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY 1.1 SECTION REQUIREMENTS A. Submittals: ICC-ES evaluation reports for treated wood. 1.2 WOOD PRODUCTS, GENERAL A. Lumber: Provide dressed lumber, S4S, marked with grade stamp of inspection agency. 1.3 TREATED MATERIALS A. Preservative-Treated Materials: AWPA C2. 1. Use treatment containing no arsenic or chromium. 2. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. 3. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review. B. Provide preservative-treated materials for items indicated on Drawings, and the following: 1. Wood members in connection with roofing, flashing, vapor barriers, and waterproofing. 2. Concealed members in contact with masonry or concrete. 3. Wood framing members that are less than 18 inches (460 mm) above the ground. C. Fire-Retardant-Treated Materials: Comply with performance requirements in AWPA C20. 1. Use Interior Type A, High Temperature (HT) where indicated. 2. Use Interior Type A unless otherwise indicated. 3. Identify with appropriate classification marking of a testing and inspecting agency acceptable to authorities having jurisdiction. D. Provide fire-retardant treated materials for all miscellaneous rough carpentry, unless otherwise indicated on Drawings. 1.4LUMBER A. Dimension Lumber: 1. Maximum Moisture Content: 15 percent. 2. Miscellaneous Framing: Construction or No. 2: Hem-fir (north): NLGA; Southern pine: SPIB; Douglas fir-larch: WCLIB, or WWPA; Spruce-pine-fir: NLGA; Douglas fir south: WWPA; Hem-fir: WCLIB, or WWPA; Douglas fir-larch (north): NLGA; or Spruce-pine-fir (south): NeLMA, WCLIB, or WWPA. B. Miscellaneous Lumber: Construction, or No. 2 grade with 15 percent maximum moisture content of any species. Provide for nailers, blocking, and similar members. 1.5PLYWOOD BACKING PANELS A. Telephone and Electrical Equipment Backing Panels: Plywood, fire-retardant treated, not less than 3/4-inch (19-mm) nominal thickness. 1.6FASTENERS A. Fasteners: Size and type indicated. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M. 1. Power-Driven Fasteners: CABO NER-272. 1.7INSTALLATION A. Set miscellaneous rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Locate nailers, blocking, and similar supports to comply with requirements for attaching other construction. B. Securely attach miscellaneous rough carpentry to substrates, complying with the following: 1. CABO NER-272 for power-driven fasteners. 2. Table 2304.9.1, "Fastening Schedule," in the IBC. SECTION 064023 - INTERIOR ARCHITECTURAL WOODWORK 1.1 SECTION REQUIREMENTS A. Submittals: Product Data for solid-surfacing materials, Shop Drawings and Samples showing the full range of colors, textures, and patterns available for each type of finish. B. Quality Standard: Architectural Woodwork Institute's "Architectural Woodwork Quality Standards." C. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet work is completed, and HVAC system is operating. 1.2MATERIALS A. Hardboard: AHA A135.4. B. Medium-Density Fiberboard: ANSI A208.2, Grade 130. C. Particleboard: ANSI A208.1, Grade M-2. D. Softwood Plywood: DOC PS 1. E. Hardwood Plywood and Face Veneers: HPVA HP-1. F. Thermoset Decorative Panels: Comply with LMA SAT - 1. G. High-Pressure Decorative Laminate: NEMA LD 3. 1. Products: a. As indicated on Drawings. H. Solid-Surfacing Material: Homogeneous solid sheets of filled plastic resin complying with ISSFA-2. 1. Products: a. As indicated on Drawings. 1.3 CABINET HARDWARE AND ACCESSORY MATERIALS A. Butt Hinges: 2-3/4-inch (70-mm), 5-knuckle steel hinges made from 0.095-inch- (2.4-mm-) thick metal, and as follows: 1. Semiconcealed Hinges for Flush Doors: BHMA A156.9, B01361. 2. Semiconcealed Hinges for Overlay Doors: BHMA A156.9, B01521. B. Frameless Concealed Hinges (European Type): BHMA A156.9, B01602, 100 degrees of opening. C. Wire Pulls: Back mounted, solid metal, 4 inches (100 mm) long, 5/16 inch (8 mm) in diameter. D. Catches: Magnetic catches, BHMA A156.9, B03141. E. Adjustable Shelf Standards and Supports: BHMA A156.9, B04071; with shelf rests, B04081. F. Drawer Slides: BHMA A156.9, B05091. 1. Box Drawer Slides: Grade 1HD-100. 2. File Drawer Slides: Grade 1HD-200. 3. Pencil Drawer Slides: Grade 1. 4. Keyboard Slides: Grade 1HD-100. 5. Trash Bin Slides: Grade 1HD-200. G. Drawer Locks: BHMA A156.11, E07041. H. Grommets for Cable Passage through Countertops: 2-inch (51-mm) OD, molded-plastic grommets and matching plastic caps with slot for wire passage. I. Exposed Hardware Finishes: Comply with BHMA A156.18 for BHMA code number indicated. 1. Finish: As indicated on Drawings. J. Furring, Blocking, Shims, and Hanging Strips: Fire-retardant-treated lumber, kiln dried to 15 percent moisture content. SECTION 078413 - PENETRATION FIRESTOPPING 1.1 SECTION REQUIREMENTS A. Submittals: Product Data and Installer certificates signed by Installer certifying that products have been installed in compliance with requirements. 1.2PENETRATION FIRESTOPPING A. Provide penetration firestopping materials that are compatible with one another, substrates, and penetrating items if any. B. Penetrations in Fire-Resistance-Rated Walls and Horizontal Assemblies: Provide penetration firestopping with ratings determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of 0.01-inch wg (2.49 Pa). 1. F-Rating at Fire-Resistance-Rated Walls: Not less than that of construction penetrated. 2. F-Rating at Horizontal Assemblies: At least 1 hour, but not less than that of construction penetrated. 3. T-Rating at Horizontal Assemblies: At least 1 hour, but not less than the fire-resistance rating of construction penetrated except for penetrations within the cavity of a wall. C. Penetrations in Smoke Barriers: Provide penetration firestopping with ratings determined per UL 1479. 1. L-Rating: Not exceeding 5.0 cfm/sq. ft. (0.025 cu. m/s per sq. m) of penetration opening at 0.30-inch wg (74.7 Pa) at both ambient and elevated temperatures. D. Exposed Penetration Firestopping: Provide products with flame-spread and smoke-developed indexes of less than 25 and 450, respectively, as determined per ASTM E 84. E. Accessories: Provide components for each penetration firestopping system that are needed to install fill materials and to maintain ratings required. Use only those components specified by penetration firestopping manufacturer and approved by qualified testing and inspecting agency. 1.3INSTALLATION A. General: Install penetration firestopping to comply with manufacturer's written installation instructions and published drawings for products and applications indicated. B. Identify penetration firestopping with preprinted metal or plastic labels. Attach labels permanently to surfaces adjacent to and within 6 inches (150 mm) of firestopping edge so labels will be visible to anyone seeking to remove penetrating items or firestopping. Include the following information on labels: 1. The words "Warning - Penetration Firestopping - Do Not Disturb. Notify Building Management of Any Damage." 2. Designation of applicable testing and inspecting agency. 3. Manufacturer's name. 4. Installer's name. SECTION 079200 - JOINT SEALANTS 1.1 SECTION REQUIREMENTS A. Submittals: Product Data and color Samples. B. Environmental Limitations: Do not proceed with installation of joint sealants when ambient and substrate temperature conditions are outside limits permitted by joint-sealant manufacturer or are below 40 deg F (4.4 deg C). 1.2 JOINT SEALANTS A. Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under service and application conditions. B. Sealant for Use in Interior Joints in Ceramic Tile and Other Hard Surfaces in Kitchens and Toilet Rooms and Around Plumbing Fixtures: 1. Single-component, mildew-resistant silicone sealant, ASTM C 920, Type S; Grade NS; Class 25; for Use NT; formulated with fungicide. C. Sealant for Interior Use at Perimeters of Door and Window Frames: 1. Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF. D. Acoustical Sealant: 1. Nonsag, paintable, nonstaining latex sealant complying with ASTM C 834 that effectively reduces airborne sound transmission as demonstrated by testing according to ASTM E 90. 1.3MISCELLANEOUS MATERIALS A. Provide sealant backings of material that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. B. Cylindrical Sealant Backings: ASTM C 1330, of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance. C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint. Provide self-adhesive tape where applicable. D. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests. 1.4INSTALLATION A. Comply with ASTM C 1193. B. Install sealant backings to support sealants during application and to produce cross-sectional shapes and depths of installed sealants that allow optimum sealant movement capability. C. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs of joints. D. Acoustical Sealant Installation: At sound-rated assemblies and elsewhere as indicated, seal perimeters, control joints, openings, and penetrations with a continuous bead of acoustical sealant. Install acoustical sealant at both faces of partitions. Comply with ASTM C 919. SECTION 064023 - INTERIOR ARCHITECTURAL WOODWORK (continued) 1.4INTERIOR WOODWORK A. Complete fabrication to maximum extent possible before shipment to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. B. Backout or groove backs of flat trim members and kerf backs of other wide, flat members, except for members with ends exposed in finished work. C. Interior Standing and Running Trim for Transparent Finish: Premium grade, made from species as indicated on Drawings. D. Interior Standing and Running Trim for Opaque Finish: Premium grade, made from any closed-grain hardwood. E. Flush Wood Paneling for Transparent Finish: Premium grade. 1. Wood Species: As indicated on Drawings. 2. Matching of Adjacent Veneer Leaves: Book match, unless otherwise indicated on Drawings. 3. Veneer Matching within Panel Face: Center-balance match, unless otherwise indicated on Drawings. 4. Panel Matching: Match panels within each area by using sequence-matched, uniform size-sets, unless otherwise indicated on Drawings. F. Interior Ornamental Work for Transparent Finish: Premium grade, made from species as indicated on Drawings. G. Interior Ornamental Work for Opaque Finish: Premium grade, made from any closed-grain hardwood. H. Wood Cabinets for Transparent Finish: Premium grade. 1. AWI Type of Cabinet Construction: Flush overlay, unless otherwise indicated on drawings. 2. Wood Species and Cut for Exposed Surfaces: As indicated on Drawings. 3. Grain Direction: As indicated on Drawings. 4. Matching of Veneer Leaves: Book match, unless otherwise indicated on Drawings. 5. Veneer Matching within Panel Face: Center-balance match, unless otherwise indicated on Drawings. 6. Semi-exposed Surfaces Other Than Drawer Bodies: Same species and cut indicated for exposed surfaces. 7. Drawer Sides and Backs: Solid-hardwood lumber, same species indicated for exposed surfaces. 8. Drawer Bottoms: Hardwood plywood. I. Wood Cabinets for Opaque Finish: Premium grade. 1. AWI Type of Cabinet Construction: Flush overlay, unless otherwise indicated on drawings. 2. Wood Species for Exposed Surfaces: Any closed-grain hardwood. 3. Panel Product for Exposed Surfaces: Medium-density fiberboard. 4. Veneer Matching within Panel Face: Center-balance match. 5. Semi-exposed Surfaces Other Than Drawer Bodies: Match materials indicated for exposed surfaces. 6. Drawer Sides and Backs: Solid-hardwood lumber. 7. Drawer Bottoms: Hardwood plywood. J. Plastic-Laminate Cabinets: Custom grade. 1. AWI Type of Cabinet Construction: Flush overlay, unless otherwise indicated on Drawings. 2. Laminate Cladding: Horizontal surfaces other than tops, HGS; postformed surfaces, HGP; vertical surfaces, VGS; Edges, PVC tape, 0.018 inch (0.460 mm) thick, matching laminate in color, pattern and finish; semiexposed surfaces, VGS. 3. Drawer Sides and Backs: Thermoset decorative panels. 4. Drawer Bottoms: Thermoset decorative panels. K. Plastic-Laminate Countertops: Custom grade. 1. Laminate Grade: HGS for flat countertops, HGP for post-formed countertops. 2. Edge Treatment: Same as laminate cladding on horizontal surfaces. L. Solid-Surfacing Material Countertops: Premium grade. 1. Solid-Surfacing Material Thickness: As indicated on Drawings. 2. Fabricate tops in one piece with shop-applied backsplashes and edges. 3. Install integral sink bowls in countertops in shop. 1.5 SHOP FINISHING OF INTERIOR ARCHITECTURAL WOODWORK A. Finishes: Same grades as items to be finished. B. Finish architectural woodwork at the fabrication shop; defer only final touch up until after installation. 1. Apply one coat of sealer or primer to concealed surfaces of woodwork. Apply two coats to back of paneling and to end-grain surfaces. 2. Apply a vinyl wash coat to woodwork made from closed-grain wood before staining and finishing. 3. After staining, if any, apply paste wood filler to open-grain woods and wipe off excess. Tint filler to match stained wood. C. Transparent and Opaque Finish: AWI finish system conversion varnish. 1.6INSTALLATION A. Before installation, condition woodwork to average prevailing humidity conditions in installation areas. B. Install woodwork to comply with referenced quality standard for grade specified. C. Install woodwork level, plumb, true, and straight. Shim as required with concealed shims. Install level and plumb (including tops) to a tolerance of 1/8 inch in 96 inches (3 mm in 2400 mm). D. Scribe and cut woodwork to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts. E. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Fasten with countersunk concealed fasteners and blind nailing. Use fine finishing nails or finishing screws for exposed nailing, countersunk and filled flush with woodwork. F. Standing and Running Trim: Install with minimum number of joints possible, using full-length pieces (from maximum length of lumber available) to greatest extent possible. Do not use pieces less than 36 inches (900 mm) long, except where shorter single-length pieces are necessary. Scarf running joints and stagger in adjacent and related members. G. Anchor paneling to supports with concealed panel-hanger clips and by blind nailing on back-up strips, splined-connection strips, and similar associated trim and framing. H. Cabinets: Install so doors and drawers are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. 1. Fasten wall cabinets through back, near top and bottom, at ends and not more than 16 inches (400 mm) o.c. with No. 10 wafer-head screws sized for 1-inch (25-mm) penetration into wood framing, blocking, or hanging strips. I. Anchor countertops securely to base units. Seal space between backsplash and wall. SECTION 081113 - HOLLOW METAL DOORS AND FRAMES 1.1 SECTION REQUIREMENTS A. Submittals: Product Data and Shop Drawings. 1.2MATERIALS A. Cold-Rolled Steel Sheets: ASTM A 1008/A 1008M, suitable for exposed applications. B. Hot-Rolled Steel Sheets: ASTM A 1011/A 1011M, free of scale, pitting, or surface defects. C. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, G60 (Z180) or A60 (ZF180). D. Frame Anchors: ASTM A 591/A 591M, 40Z (12G) coating designation; mill phosphatized. E. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M. 1.3HOLLOW METAL DOORS AND FRAMES A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: 1. Amweld Building Products, LLC. 2. Ceco Door Products; an Assa Abloy Group company. 3. Pioneer Industries, Inc. 4. Steelcraft; an Ingersoll-Rand company. B. Fire-Rated Doors and Frames: Labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, based on testing at positive pressure according to NFPA 252 or UL 10C. 1. At vertical exit enclosures and exit passageways, provide doors that have a temperature rise rating of 450 deg F (250 deg C). C. Smoke-Control Door Assemblies: Comply with NFPA 105 or UL 1784. D. Doors: Complying with ANSI 250.8 for level and model and ANSI A250.4 for physical-endurance level indicated, 1-3/4 inches (44 mm) thick unless otherwise indicated. 1. Interior Doors: Level 1 and Physical Performance Level C (Standard Duty), Model 2 (Seamless). 2. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with reinforcement plates from same material as door face sheets. E. Frames: ANSI A250.8; conceal fastenings unless otherwise indicated. 1. Steel Sheet Thickness for Interior Doors: 0.042 inch (1.0 mm). 2. Fabricate interior frames with mitered or coped and continuously welded corners, unless otherwise indicated on Drawings. 3. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with reinforcement plates from same material as frames. 4. Frame Anchors: Not less than 0.042 inch (1.0 mm) thick. F. Glazing Stops: Nonremovable stops on outside of exterior doors and on secure side of interior doors; screw-applied, removable, glazing stops on inside, fabricated from same material as door face sheet in which they are installed. G. Door Louvers: Sight proof per SDI 111C. 1. Fire-Rated Automatic Louvers: Actuated by fusible links and listed and labeled. H. Door Silencers: Three on strike jambs of single-door frames and two on heads of double-door frames. I. Prepare doors and frames as required to receive mortised and concealed hardware according to ANSI A250.6 and ANSI A115 Series standards. J. Reinforce doors and frames to receive surface-applied hardware. K. Prime Finish: Manufacturer's standard, factory-applied coat of lead- and chromate-free primer complying with ANSI/SDI A250.10 acceptance criteria. 1.4INSTALLATION A. Install hollow metal frames to comply with ANSI/SDI A250.11. 1. Fire-Rated Frames: Install according to NFPA 80. B. Install doors to provide clearances between doors and frames as indicated in ANSI/SDI A250.11. C. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying rust-inhibitive primer. SECTION 081416 - FLUSH WOOD DOORS 1.1 SECTION REQUIREMENTS A. Submittals: Samples for factory-finished and plastic-laminate-faced doors. 1.2DOOR CONSTRUCTION, GENERAL A. Quality Standard: WDMA I.S.1-A. B. Fire-Rated Wood Doors: Labeled by a testing and inspecting agency acceptable to authorities having jurisdiction based on testing at positive pressure according to NFPA 252 or UL 10C. 1. At vertical exit enclosures and exit passageways, provide doors that have a temperature rise rating of 450 deg F (250 deg C). C. WDMA I.S.1-A Performance Grade: 1. Heavy Duty unless otherwise indicated. 2. Extra Heavy Duty: Classrooms, Public toilets, Janitor's closets, Assembly spaces and Exits. 3. Standard Duty: Closets (not including janitor's closets) and Private toilets. D. Particleboard-Core Doors: Provide structural composite lumber cores instead of particleboard cores for doors with exit devices or protection plates. E. Fire-Protection-Rated Doors: Provide core specified or mineral core as needed to provide fire-protection rating indicated. Provide the following for mineral-core doors: 1. Composite blocking where required to eliminate through-bolting hardware. 2. Laminated-edge construction. 3. Formed-steel edges and astragals for pairs of doors. 1.3FLUSH WOOD DOORS A. Doors for Transparent Finish: 1. Interior Solid-Core Doors: Premium grade, five or seven-ply, structural composite lumber cores. a. Faces: Grade AA, Species and Cut as indicated on Drawings. b. Veneer Matching: Book and balance match, unless otherwise indicated on Drawings. c. Pair matching and set matching. d. Continuous matching for doors with transoms. B. Doors for Opaque Finish: 1. Interior Solid-Core Doors: Premium grade, three-ply, structural composite lumber cores. a. Faces: Hardboard or MDF. C. Plastic-Laminate-Faced Doors: 1. Interior Solid-Core Doors: Custom grade, three-ply, structural composite lumber cores. 2. Exposed Vertical Edges: Plastic laminate that matches faces. 1.4LOUVERS AND LIGHT FRAMES A. Louvers: Primed steel louvers, unless otherwise indicated on Drawings. B. Light Frames: Wood beads of same species as door faces. 1. At fire-rated doors provide primed steel frames approved for use in doors of fire-protection rating indicated. SECTION 072100 - THERMAL INSULATION 1.1 SECTION REQUIREMENTS A. Submittals: Product Data and Test Reports.This Section includes the following: 1. Sound attenuation insulation. 1.2PERFORMANCE REQUIREMENTS A. Plenum Rating: Provide glass-fiber insulation where indicated in ceiling plenums whose test performance is rated as follows for use in plenums as determined by testing identical products per "Erosion Test" and "Mold Growth and Humidity Test" described in UL 181, or on comparable tests from another standard acceptable to authorities having jurisdiction. 1. Erosion Test Results: Insulation shows no visible evidence of cracking, flaking, peeling, or delamination of interior surface of duct assembly, after testing for 4 hours at 2500-fpm (13-m/s) air velocity. 2. Mold Growth and Humidity Test Results: Insulation shows no evidence of mold growth, delamination, or other deterioration due to the effects of high humidity, after inoculation with Chaetomium globosium on all surfaces and storing for 60 days at 100 percent relative humidity in the dark. 1.3 QUALITY ASSURANCE A. Fire-Test-Response Characteristics: Provide insulation and related materials with the fire-test-response characteristics indicated, as determined by testing identical products per ASTM E 84 for surface-burning characteristics and other methods indicated with product, by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting agency. 1.4 GLASS-FIBER BLANKET INSULATION A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified. 1. CertainTeed Corporation. 2. Johns Manville. 3. Knauf Fiber Glass. 4. Owens Corning. B. Unfaced, Glass-Fiber Blanket Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively; passing ASTM E 136 for combustion characteristics. 1.5INSULATION FASTENERS A. Adhesively Attached, Spindle-Type Anchors: Plate formed from perforated galvanized carbon-steel sheet, 0.030 inch (0.762 mm) thick by 2 inches (50 mm) square, welded to projecting copper-coated steel spindle 0.105 inch (2.67 mm) in diameter and of length capable of holding insulation of thickness indicated securely in position with 1-1/2-inch- (38-mm-) square or diameter self-locking washers complying with the following requirements: 1. Insulation-Retaining Washers: Self-locking washers formed from 0.016-inch- (0.41-mm-) thick galvanized steel sheet, with beveled edge for increased stiffness. 2. Where anchors are located in ceiling plenums, protect ends with capped self-locking washers incorporating a spring steel insert to ensure permanent retention of cap. 1.6INSTALLATION, GENERAL A. Comply with insulation manufacturer's written instructions applicable to products and application indicated. B. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed at any time to ice, rain, and snow. C. Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement. D. For preformed insulating units, provide sizes to fit applications indicated and selected from manufacturer's standard thicknesses, widths, and lengths. Apply single layer of insulation units to produce thickness indicated unless multiple layers are otherwise shown or required to make up total thickness. 1.7INSTALLATION OF GENERAL BUILDING INSULATION A. Install mineral-fiber insulation in cavities formed by framing members according to the following requirements: 1. Use insulation widths and lengths that fill the cavities formed by framing members. If more than one length is required to fill cavity, provide lengths that will produce a snug fit between ends. 2. Place insulation in cavities formed by framing members to produce a friction fit between edges of insulation and adjoining framing members. 3. Maintain 3-inch (76-mm) clearance of insulation around recessed lighting fixtures. 4. Install eave ventilation troughs between roof framing members in insulated attic spaces at vented eaves. 5. For metal-framed wall cavities where cavity heights exceed 96 inches (2438 mm), support unfaced blankets mechanically and support faced blankets by taping flanges of insulation to flanges of metal studs. B. Stuff glass-fiber loose-fill insulation into miscellaneous voids and cavity spaces where shown. Compact to approximately 40 percent of normal maximum volume equaling a density of approximately 2.5 lb/cu. ft. (40 kg/cu. m). 1.8INSTALLATION OF INSULATION IN CEILINGS FOR SOUND ATTENUATION A. Where indicated on drawings, install 3-inch- (76-mm-) thick, unfaced glass-fiber blanket insulation over suspended ceilings at partitions in a width that extends insulation 48 inches (1219 mm) on either side of partition. SPECIFICATIONS RICHARD R. CLARK A702
- 22. L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEETTITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 SECTION 083113 - ACCESS DOORS AND FRAMES 1.1 SECTION REQUIREMENTS A. Submittals: Product Data. B. Fire-Rated Access Doors and Frames: Labeled by a testing and inspecting agency acceptable to authorities having jurisdiction based on testing per the following: 1. Vertical Access Doors: NFPA 252 or UL 10C. 2. Horizontal Access Doors and Frames: ASTM E 119. 1.2MATERIALS A. Steel Sheets: ASTM A 1008/A 1008M or ASTM A 591/A 591M. B. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, with A60 (ZF180) or G60 (Z180) coating. C. Stainless-Steel Sheets: ASTM A 666, Type 304, with No. 4 directional satin finish. 1.3 ACCESS DOORS AND PANELS A. Flush Access Doors and Trimless Frames: Prime-painted steel units with drywall bead flange. B. Fire-Rated, Insulated, Flush Access Doors and Trimless Frames: Prime-painted steel, self-latching units with automatic closer. C. Locks: Flush to finished surface, screwdriver operated. 1.4INSTALLATION A. Install access doors and panels accurately in position. Adjust hardware and door and panels for proper operation. B. Install fire-rated access doors and panels according to NFPA 80. SECTION 081416 - FLUSH WOOD DOORS (continued) 1.5FABRICATION AND FINISHING A. Factory fit doors to suit frame-opening sizes indicated and to comply with clearances specified. B. Factory machine doors for hardware that is not surface applied. Locate hardware to comply with DHI-WDHS-3. C. Cut and trim openings to comply with referenced standards. 1. Trim light openings with moldings indicated. 2 . Factory install glazing in doors indicated to be factory finished. 3. Factory install louvers in prepared openings. D. If indicated on Drawings, factory finish doors indicated for transparent finish with stain and manufacturer's standard finish complying with WDMA TR-4, conversion varnish for grade specified for doors. 1. Sheen: As indicated on Drawings. E. If indicated on Drawings, factory finish doors indicated for opaque finish with manufacturer's standard finish complying with WDMA OP-4, conversion varnish for grade specified for doors. 1. Sheen: As indicated on Drawings. 1.6INSTALLATION A. Install doors to comply with manufacturer's written instructions and WDMA I.S.1-A, and as indicated. 1. Install fire-rated doors to comply with NFPA 80. B. Clearances: As follows unless otherwise indicated: 1. 1/8 inch (3.2 mm) at heads, jambs, and between pairs of doors. 2. 1/8 inch (3.2 mm) from bottom of door to top of decorative floor finish or covering. 3. 1/4 inch (6.4 mm) from bottom of door to top of threshold. 4. Comply with NFPA 80 for fire-rated doors. C. Repair, refinish, or replace factory-finished doors damaged during installation, as directed by Architect. SECTION 087100 - DOOR HARDWARE 1.1 SECTION REQUIREMENTS A. Submittals: Hardware schedule and keying schedule. B. Deliver keys to Owner. C. Fire-Resistance-Rated Assemblies: Provide products that comply with NFPA 80 and are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction for applications indicated. On exit devices provide label indicating "Fire Exit Hardware." 1.2HARDWARE A. Manufacturers: 1. As indicated on Drawings. B. Hinges: 1. Ball-bearing hinges for doors with closers and entry doors. 2. 2 hinges for 1-3/8-inch- (35-mm-) thick wood doors. 3. 3 hinges for 1-3/4-inch- (45-mm-) thick doors 90 inches (2300 mm) or less in height; 4 hinges for doors more than 90 inches (2300 mm) in height. C. Locksets and Latchsets: 1. BHMA A156.2, Series 4000, Grade 1 for bored locks and latches. 2. BHMA A156.3, Grade 1 for exit devices. 3. BHMA A156.5, Grade 1 for auxiliary locks. 4. BHMA A156.12, Series 5000, Grade 1 for interconnected locks and latches. 5. BHMA A156.13, Series 1000, Grade 1 for mortise locks and latches. 6. Lever handles on locksets and latchsets. 7. Provide trim on exit devices matching locksets. D. Key locks to Owner's existing master-key system. E. Closers: 1. Mount closers on interior side (room side) of door opening. Provide regular-arm, parallel-arm, or top-jamb-mounted closers as necessary. 2. Adjustable delayed opening (accessible to people with disabilities) feature on closers. F. Provide wall stops or floor stops for doors without closers. G. Provide hardware finishes as indicated on Drawings. 1.3INSTALLATION A. Mount hardware in locations recommended by the Door and Hardware Institute unless otherwise indicated. 1.4HARDWARE SCHEDULE A. As indicated on Drawings. SECTION 088000 - GLAZING 1.1 SECTION REQUIREMENTS A. Submittals: Product Data and 12-inch- (300-mm-) square Samples. B. Safety Glass: Category II materials complying with testing requirements in 16 CFR 1201. C. Glazing Publications: Comply with published recommendations of glass product manufacturers and organizations below, unless more stringent requirements are indicated. 1. GANA Publications: GANA's "Laminated Glazing Reference Manual" and GANA's "Glazing Manual." D. Safety Glazing Labeling: Where safety glazing labeling is indicated, permanently mark glazing with certification label of the SGCC or another certification agency acceptable to authorities having jurisdiction. Label shall indicate manufacturer's name, type of glass, thickness, and safety glazing standard with which glass complies. 1.2 GLASS PRODUCTS A. Float Glass: ASTM C 1036, Type I, Quality-Q3. B. Heat-Treated Float Glass: ASTM C 1048; Type I; Quality-Q3. C. Patterned Glass: ASTM C 1036, Type II, Class 1 (clear), Form 3; Quality-Q6. D. Tempered Patterned Glass: ASTM C 1048, Kind FT (fully tempered), Type II, Class 1 (clear), Form 3; Quality-Q6. E. Laminated Glass: ASTM C 1172, and complying with testing requirements in 16 CFR 1201 for Category II materials. 1.3MONOLITHIC GLASS < MGL > A. Products: 1. As indicated on Drawings. 1.4LAMINATED GLASS < LGL > A. Products: 1. As indicated on Drawings. 1.5 GLAZING SEALANTS A. Glazing Sealant: Neutral-curing silicone glazing sealant complying with ASTM C 920, Type S, Grade NS, Class 25, Use NT. 1.6INSTALLATION A. Comply with combined recommendations of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are contained in GANA's "Glazing Manual." B. Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics. C. Remove nonpermanent labels, and clean surfaces immediately after installation. SECTION 092216 - NON-STRUCTURAL METAL FRAMING 1.1 SECTION REQUIREMENTS A. Submittals: Product Data. 1.2PERFORMANCE REQUIREMENTS A. Fire-Resistance-Rated Assemblies: Provide materials and construction identical to those tested in assemblies per ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction. B. STC-Rated Assemblies: Provide materials and construction identical to those tested in assemblies per ASTM E 90 and classified per ASTM E 413 by a qualified independent testing and inspecting agency. 1.3METAL FRAMING AND SUPPORTS A. Steel Framing Members, General: ASTM C 754. 1. Steel Sheet Components: ASTM C 645. Thickness specified is minimum uncoated base-metal thickness. 2. Protective Coating: manufacturer's standard corrosion-resistant zinc coating. B. Suspended Ceiling and Soffit Framing: 1. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.0625-inch (1.59-mm) diameter, or double strand of 0.0475-inch- (1.21-mm-) diameter wire. 2. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, and 0.162-inch (4.12-mm) diameter. 3. Carrying Channels: Cold-rolled steel, 0.0538 inch (1.37 mm) thick, 1-1/2 inches (38.1 mm) deep. 4. Furring Channels: Steel, rigid hat-shaped channels; 7/8 inch (22.2 mm) deep, 0.0296 inch (0.752 mm) thick. 5. Grid Suspension System for Interior Ceilings: Interlocking, direct-hung system. C. Partition and Soffit Framing: 1. Studs and Runners: In depth indicated and 0.0296 inch (0.752 mm) thick unless otherwise indicated on Drawings. 2. Flat Strap and Backing: 0.0296 inch (0.752 mm) thick. 3. Rigid Hat-Shaped Furring Channels: In depth indicated and 0.0296 inch (0.752 mm) thick. 4. Resilient Furring Channels: 1/2 inch (12.7 mm) deep, with single- or double-leg configuration. 5. Cold-Rolled Furring Channels: 0.0538 inch (1.37 mm) thick, 3/4 inch (19.1 mm) deep. 6. Z-Furring: In depth required by insulation, 1-1/4-inch (31.8-mm) face flange, 7/8-inch (22.2-mm) wall-attachment flange, and 0.0179 inch (0.454 mm) thick. 1.4 ACCESSORIES A. General: Comply with referenced installation standards. 1. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates. B. Acoustical Sealant for Concealed Joints: Nonsag, latex sealant complying with ASTM C 834. 1.5INSTALLATION A. Install steel framing to comply with ASTM C 754 and with ASTM C 840 requirements that apply to framing installation and with United States Gypsum's "Gypsum Construction Handbook." 1. Gypsum Plaster Assemblies: Also comply with ASTM C 841. 2. Portland Cement Plaster Assemblies: Also comply with ASTM C 1063. 3. Gypsum Veneer Plaster Assemblies: Also comply with ASTM C 844. B. Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction. C. Isolate steel framing from building structure, except at floor, to prevent transfer of loading imposed by structural movement. 1. Where studs are installed directly against exterior walls, install asphalt-felt or foam-gasket isolation strip between studs and wall. D. Fire-Resistance-Rated Assemblies: Comply with requirements of listed assemblies. SECTION 092900 - GYPSUM BOARD 1.1 SUBMITTALS A. Product Data and Samples of Trim Accessories. 1.2 QUALITY ASSURANCE A. Fire-Resistance-Rated Assemblies: For fire-resistance-rated assemblies, provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing agency. B. STC-Rated Assemblies: For STC-rated assemblies, provide materials and construction identical to those tested in assembly indicated according to ASTM E 90 and classified according to ASTM E 413 by an independent testing agency. 1.3INTERIOR GYPSUM BOARD A. General: Complying with ASTM C 36/C 36M or ASTM C 1396/C 1396M, as applicable to type of gypsum board indicated and whichever is more stringent. 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. American Gypsum Co. b. G-P Gypsum. c. National Gypsum Company. d. USG Corporation. B. Regular Type: 1. Thickness: 5/8 inch (12.7 mm), unless otherwise indicated on Drawings. C. Type X: 1. Thickness: 5/8 inch (15.9 mm), unless otherwise indicated on Drawings. D. Special Type X: Having improved fire resistance over standard Type X, and complying with requirements of fire-resistance-rated assemblies indicated on Drawings. 1. Thickness: As required by fire-resistance-rated assembly indicated on Drawings. E. Flexible Type: Manufactured to bend to fit radii and to be more flexible than standard regular-type gypsum board of same thickness. 1. Thickness: 1/4 inch (6.4 mm). F. Ceiling Type: Manufactured to have more sag resistance than regular-type gypsum board. 1. Thickness: 1/2 inch (12.7 mm). G. Abuse-Resistant Type: Manufactured to produce greater resistance to surface indentation and through-penetration (impact resistance) than standard, regular-type and Type X gypsum board. 1. Core: 5/8 inch (15.9 mm), Type X, unless otherwise indicated on Drawings. H. Moisture- and Mold-Resistant Type: With moisture- and mold-resistant core and surfaces. 1. Core: 5/8 inch (15.9 mm), Type X, unless otherwise indicated on Drawings. 1.4 TILE BACKING PANELS A. Water-Resistant Gypsum Backing Board: ASTM C 630/C 630M or ASTM C 1396/C 1396M. 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. American Gypsum Co. b. G-P Gypsum. c. National Gypsum Company. d. USG Corporation. 2. Core: 5/8 inch (15.9 mm), Type X, unless otherwise indicated on Drawings. B. Glass-Mat, Water-Resistant Backing Board: 1. Complying with ASTM C 1178/C 1178M. a. Product: Subject to compliance with requirements, provide "DensShield Tile Guard" by G-P Gypsum or equal. 2. Complying with ASTM C1177/C 1177M. a. Product: Subject to compliance with requirements, provide "DensArmor Plus Interior Guard" by G-P Gypsum. 3. Core: 5/8 inch (15.9 mm), Type X, unless otherwise indicated on Drawings. 1.5 TRIM ACCESSORIES A. Interior Trim: ASTM C 1047. 1. Material: Galvanized or aluminum-coated steel sheet or rolled zinc. 2. Shapes: a. Cornerbead. b. Bullnose bead. c. LC-Bead: J-shaped; exposed long flange receives joint compound. d. L-Bead: L-shaped; exposed long flange receives joint compound. e. U-Bead: J-shaped; exposed short flange does not receive joint compound. f. Expansion (control) joint. g. Curved-Edge Cornerbead: With notched or flexible flanges. B. Aluminum Trim: Extruded accessories of profiles and dimensions indicated. 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Fry Reglet Corp. b. Gordon, Inc. c. Pittcon Industries. 2. Aluminum: Alloy and temper with not less than the strength and durability properties of ASTM B 221 (ASTM B 221M), Alloy 6063-T5. 3. Finish: As indicated on Drawings. 1.6 JOINT TREATMENT MATERIALS A. General: Comply with ASTM C 475/C 475M. B. Joint Tape: 1. Interior Gypsum Wallboard: Paper. 2. Exterior Gypsum Soffit Board: Paper. 3. Glass-Mat Gypsum Sheathing Board: 10-by-10 glass mesh. 4. Tile Backing Panels: As recommended by panel manufacturer. SECTION 092900 - GYPSUM BOARD (continued) C. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. 1. Prefilling: At open joints and damaged surface areas, use setting-type taping compound. 2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim flanges, use drying-type, all-purpose compound. a. Use setting-type compound for installing paper-faced metal trim accessories. 3. Fill Coat: For second coat, use drying-type, all-purpose compound. 4. Finish Coat: For third coat, use drying-type, all-purpose compound. 5. Skim Coat: For final coat of Level 5 finish, use high-build interior coating product designed for application by airless sprayer and to be used instead of skim coat to produce Level 5 finish. D. Joint Compound for Tile Backing Panels: 1. Water-Resistant Gypsum Backing Board: Use setting-type taping compound and setting-type, sandable topping compound. 2. Glass-Mat, Water-Resistant Backing Panel: As recommended by backing panel manufacturer. 1.7 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommendations. B. Laminating Adhesive: Adhesive or joint compound recommended for directly adhering gypsum panels to continuous substrate. C. Steel Drill Screws: ASTM C 1002, unless otherwise indicated. 1. Use screws complying with ASTM C 954 for fastening panels to steel members from 0.033 to 0.112 inch (0.84 to 2.84 mm) thick. D. Sound Attenuation Blankets: ASTM C 665, Type I (blankets without membrane facing) produced by combining thermosetting resins with mineral fibers manufactured from glass, slag wool, or rock wool. 1. Fire-Resistance-Rated Assemblies: Comply with mineral-fiber requirements of assembly. E. Acoustical Sealant: As specified in Division 07 Section "Joint Sealants. 1.8 APPLYING AND FINISHING PANELS, GENERAL A. Comply with ASTM C 840. B. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold damaged. C. Isolate perimeter of gypsum board applied to non-load-bearing partitions at structural abutments, except floors. Provide 1/4- to 1/2-inch- (6.4- to 12.7-mm-) wide spaces at these locations, and trim edges with edge trim where edges of panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant. 1.9 APPLYING INTERIOR GYPSUM BOARD A. Install interior gypsum board in the following locations: 1. Regular Type: Vertical surfaces, unless otherwise indicated. 2. Type X: Where required for fire-resistance-rated assembly. 3. Special Type X: Where required for specific fire-resistance-rated assembly indicated. 4. Flexible Type: Apply in double layer at curved assemblies. 5. Ceiling Type: Ceiling surfaces. 6. Abuse-Resistant Type: As indicated on Drawings. 7. Moisture- and Mold-Resistant Type: Vertical surfaces in rooms containing plumbing fixtures and as indicated on Drawings. 1.10 APPLYING TILE BACKING PANELS A. Water-Resistant Gypsum Backing Board: Install on all vertical surfaces indicated to receive tile. B. Glass-Mat, Water-Resistant Backing Panel: Comply with manufacturer's written installation instructions and install at showers, tubs, and where indicated. Install with 1/4-inch (6.4-mm) gap where panels abut other construction or penetrations. 1.11 INSTALLING TRIM ACCESSORIES A. General: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. B. Control Joints: Install control joints according to ASTM C 840 and in specific locations approved by Architect for visual effect. C. Interior Trim: Install in the following locations: 1. Cornerbead: Use at outside corners, unless otherwise indicated. 2. Bullnose Bead: Use where indicated. 3. LC-Bead: Use at exposed panel edges. 4. L-Bead: Use where indicated. 5. U-Bead: Use where indicated. 6. Curved-Edge Cornerbead: Use at curved openings. D. Aluminum Trim: Install in locations indicated on Drawings. 1.12 FINISHING GYPSUM BOARD A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from adjacent surfaces. B. Prefill open joints and damaged surface areas. C. Apply joint tape over gypsum board joints, except those with trim having flanges not intended for tape. D. Gypsum Board Finish Levels: Finish panels to levels indicated below: 1. Level 1: Ceiling plenum areas, concealed areas, and where indicated. 2. Level 2: Panels that are substrate for tile and where indicated on Drawings. 3. Level 3: Where indicated on Drawings. 4. Level 4: At panel surfaces that will be exposed to view, unless otherwise indicated. a. Primer and its application to surfaces are specified in other Division 09 Sections. 5. Level 5: Where indicated on Drawings. a. Primer and its application to surfaces are specified in other Division 09 Sections. E. Glass-Mat, Water-Resistant Backing Panels: Finish according to manufacturer's written instructions. 1.13 PROTECTION A. Protect installed products from damage from weather, condensation, direct sunlight, construction, and other causes during remainder of the construction period. B. Remove and replace panels that are wet, moisture damaged, and mold damaged. 1. Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. 2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. SECTION 093000 - TILING 1.1 SECTION REQUIREMENTS A. Submittals: Product Data for each type of product indicated and Samples for tile and grout. B. Obtain tile of each type and color or finish from same production run for each contiguous area C. Deliver and store packaged materials in original containers with seals unbroken and labels intact until time of use. 1.2 CERAMIC, PORCELAIN, STONE AND GLASS TILE < TIL > A. Products: 1. As indicated on Drawings. 1.3INSTALLATION MATERIALS A. Fiber-Cement Underlayment: ASTM C 1288, 1/2 inch (12.7 mm) thick. B. Waterproofing Membranes for Thin-Set Installations: ANSI A118.10, fabric-faced chlorinated polyethylene, PVC, or polyethylene sheet product. C. Setting and Grouting Materials: Comply with material standards in ANSI's "Specifications for the Installation of Ceramic Tile" that apply to materials and methods indicated. 1. Thin-Set Mortar Type: Latex-portland cement. 2. Grout Type: Polymer modified unless otherwise indicated. 1.4INSTALLATION A. Comply with TCA's "Handbook for Ceramic Tile Installation" for TCA installation methods specified in tile installation schedules. Comply with parts of ANSI A108 Series "Specifications for Installation of Ceramic Tile" that are referenced in TCA installation methods, specified in tile installation schedules, and apply to types of setting and grouting materials used. 1. For installations indicated below, follow procedures in ANSI's "Specifications for the Installation of Ceramic Tile" for providing 95 percent mortar coverage. a. Tile floors in wet areas. b. Tile floors in laundries. c. Tile floors composed of tiles 8 by 8 inches (200 by 200 mm) or larger. d. Tile floors composed of rib-backed tiles. B. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so plates, collars, or covers overlap tile. C. Lay tile in grid pattern unless otherwise indicated. Align joints where adjoining tiles on floor, base, walls, and trim are the same size. D. Where indicated, prepare substrates to receive waterproofing by applying a reinforced mortar bed that complies with ANSI A108.1A and is sloped 1/4 inch per foot (1:50) toward drains. E. Install waterproofing to comply with ANSI A108.13. F. Do not install tile over waterproofing until waterproofing has cured and been tested to determine that it is watertight. G. Interior Floor Tile Installation Method(s): 1. Over Concrete Subfloors: TCA F113 (thin-set mortar). 2. Over Waterproof Membranes on Concrete Subfloors: TCA F122 (thin-set mortar). H. Interior Wall Tile Installation Method(s): 1. Over Concrete and Masonry: TCA W202 (thin-set mortar). 2. Over Metal Studs or Furring: TCA W243 (thin-set mortar on gypsum board). 3. Bathtub Wall Installations, Metal Studs or Furring: TCA B413 with thin-set mortar (thin-set mortar on water-resistant gypsum board). 4. Bathtub/Shower Wall Installations, Metal Studs or Furring: TCA B419 with thin-set mortar (thin-set mortar on glass-mat, water-resistant backer board). 5. Shower Receptor and Wall Installations, Concrete or Masonry: TCA B421 (thin-set mortar over waterproof membrane). 6. Shower Receptor and Wall Installations, Metal Studs or Furring: TCA B420 (thin-set mortar on glass-mat, water-resistant backer board). SPECIFICATIONS RICHARD R. CLARK A703
- 23. L L C f Z Y X W V U T S R Q P N M L K J H G F E D C B A 010203040506070809101112131415161718192021222324252627282930313233343536 SHEETTITLE REVISION PROJECT SEAL SHEET DISCLAIMER ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING SHEET AUTHOR CHECKED BY DATE SHEET NUMBER All rights reserved. No part of this document may be reproduced or utilized in any form without the prior written authorization of Rees Masilionis Turley Architecture, LLC. c 2008 Rees Masilionis Turley Architecture, LLC DECEMBER 22, 2008 08318-007 FARMERS INSURANCE GROUP UNIVERSITY OF FARMERS 30801 AGOURA ROAD (BUILDING ONE) AGOURA HILLS CA 91301 FARMERS INSURANCE CHAIRMAN'S SUITE I, Matthew Masilionis, California registered Architect No. C29101 have prepared the drawings and assume responsibility for the sheets numbered with an "A" prefix for the project named above. Other drawings and specifications attached for the above-mentioned project have been by and are the responsibility of the licensed engineer whose stamp and firm appear on that sheet. The architect is not responsible for the design of the mechanical, electrical, plumbing, civil, landscaping, structural, signage (not specified), fire sprinkler or fire suppression systems; and does not take responsibility for the compliance of these areas with the laws of the above governmental entities. The architect is not responsible for materials, components or equipment, as well as the method in which they are installed on the project by others. The architect is not hired or responsible for certification, during construction or upon completion of construction. The architect is not responsible for improper operation due to faulty installation or product failure during construction or after completion of construction when operation has begun by the landlord or tenant. The licensed professional whose stamp appears on sheets other than those specifically noted above shall be responsible for those items in paragraph three. PROJECT NUMBER RC / ST 1. JANUARY 19, 2009 - RESUBMITTAL TO JHA PERMIT # COMM-12-08-12577 SECTION 097200 - WALL COVERINGS 1.1 SECTION REQUIREMENTS A. Submittals: Product Data and Samples. B. Extra Materials: Deliver to Owner full-width rolls of wall covering equal to 5 percent of amount of each type installed, packaged with protective covering for storage. 1.2 WALL COVERING < WLC > A. Products: 1. As indicated on Drawings. B. Surface-Burning Characteristics: Flame-spread and smoke-developed indexes of not more than 25 and 450, respectively, per ASTM E 84. 1.3 ACCESSORIES A. Adhesive: Mildew-resistant, nonstaining, strippable adhesive, for use with specific wall covering and substrate application, as recommended in writing by wall covering manufacturer. B. Primer/Sealer: Mildew-resistant primer/sealer recommended in writing by wall covering manufacturer for intended substrate. 1.4INSTALLATION A. Preparation: 1. Clean substrates of substances that could impair wall covering's bond, including mold, mildew, oil, grease, incompatible primers, and dirt. 2. Prepare substrates to achieve a smooth, dry, clean surface free of flaking, unsound coatings, cracks, and defects. 3. Moisture Content: Maximum of 5 percent on new plaster, concrete, and concrete masonry units when tested with an electronic moisture meter. 4. Prime new gypsum board. 5. Check painted surfaces for pigment bleeding and treat areas susceptible to pigment bleeding. Sand gloss, semigloss, and eggshell finishes with fine sandpaper. 6. Acclimatize wall covering materials by removing them from packaging in the installation areas not less than 24 hours before installation. B. Install seams vertical and plumb, with no horizontal seams. C. Match pattern 72 inches (1830 mm) above finish floor. D. Remove excess adhesive at finished seams, perimeter edges, and adjacent surfaces using cleaning methods recommended by wall covering manufacturer. Replace strips that cannot be cleaned. SECTION 099100 - PAINTING 1.1 SECTION REQUIREMENTS A. Submittals: 1. Product Data. Include printout of MPI's "MPI Approved Products List" with product highlighted. 2. Samples. B. Mockups: Full-coat finish Sample of each type of coating, color, and substrate, applied where directed. C. Extra Materials: Deliver to Owner 1 gal. (3.8 L) of each color and type of finish coat paint used on Project, in containers, properly labeled and sealed. 1.2PAINT < PNT > A. MPI Standards: Provide materials that comply with MPI standards indicated and listed in its "MPI Approved Products List." B. Material Compatibility: Provide materials that are compatible with one another and with substrates. 1. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated. C. Colors and sheens: As indicated on Drawings. 1.3PREPARATION A. Comply with recommendations in MPI's "MPI Architectural Painting Specification Manual" applicable to substrates indicated. B. Remove hardware, lighting fixtures, and similar items that are not to be painted. Mask items that cannot be removed. Reinstall items in each area after painting is complete. C. Clean and prepare surfaces in an area before beginning painting in that area. Schedule painting so cleaning operations will not damage newly painted surfaces. 1.4 APPLICATION A. Comply with recommendations in MPI's "MPI Architectural Painting Specification Manual" applicable to substrates indicated. B. Paint exposed surfaces, new and existing, unless otherwise indicated. 1. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. 2. Paint surfaces behind permanently fixed equipment or furniture with prime coat only. 3. Paint the back side of access panels. 4. Color-code mechanical piping in accessible ceiling spaces. 5. Do not paint prefinished items, items with an integral finish, operating parts, and labels unless otherwise indicated. C. Apply paints according to manufacturer's written instructions. 1. Use brushes where the use of other applicators is not practical. 2. Use rollers for finish coat on interior walls and ceilings. D. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. 1. If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance. E. Apply stains and transparent finishes to produce surface films without color irregularity, cloudiness, holidays, lap marks, brush marks, runs, ropiness, or other imperfections. Use multiple coats to produce a smooth surface film of even luster. 1.5INTERIOR PAINT APPLICATION SCHEDULE A. Concrete, Nontraffic Surfaces: 1. Alkyd: Two coats over primer/sealer: MPI INT 3.1D. B. Clay Masonry: 1. Alkyd: Two coats over primer/sealer: MPI INT 4.1D. C. Concrete Masonry Units: 1. Alkyd: Two coats over latex block filler: MPI INT 4.2C. D. Steel: 1. Latex: Two coats over quick-drying alkyd primer: MPI INT 5.1Q. E. Galvanized Metal: 1. Latex: Two coats over cementitious galvanized-metal primer: MPI INT 5.3A. F. Aluminum: 1. Latex: Two coats over quick-drying primer for aluminum: MPI INT 5.4H. G. Dressed Lumber: Including architectural woodwork and doors. 1. Latex: Two coats over alkyd primer: MPI INT 6.3U. 2. Polyurethane: Three coats over stain: MPI INT 6.3E. H. Wood Panel-Products: 1. Polyurethane: Three coats over stain: MPI INT 6.4E. I. Gypsum Board: 1. Latex: Two coats over primer/sealer: MPI INT 9.2A. J. Plaster: 1. Latex: Two coats over primer/sealer: MPI INT 9.2A. SECTION 104413 - FIRE EXTINGUISHER CABINETS 1.1 SECTION REQUIREMENTS A. Submittals: Product Data. B. Fire-Rated, Fire-Protection Cabinets: Listed and labeled to comply with requirements in ASTM E 814 for fire-resistance rating of walls where they are installed. 1.2FIRE EXTINGUISHER CABINETS < FEC > A. Fire Extinguisher Cabinets: 1. Products: a. As indicated on Drawings. 1.3INSTALLATION A. Install cabinets at 54 inches (1372 mm) above finished floor to top of cabinet. B. Install Fire Extinguiser and Mounting Bracket < PFE > in each cabinet. C. Fire-Rated Hose or Valve Cabinets: Install cabinet with not more than 1/16-inch (1.6-mm) tolerance between pipe OD and knockout OD. Seal through penetrations with firestopping sealant. D. Identification: Apply vinyl lettering at locations indicated. SECTION 104416 - FIRE EXTINGUISHERS 1.1 SECTION REQUIREMENTS A. Submittals: Product Data. 1.2FIRE EXTINGUISHERS AND BRACKETS < PFE > A. Portable Fire Extinguishers: NFPA 10, listed and labeled for the type, rating, and classification of extinguisher. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Amerex Corporation. b. Ansul incorporated; Tyco International Ltd. c. Badger Fire Protection; a Kidde company. d. Larsen's manufacturing Company. 2. Multipurpose Dry-Chemical Type: UL-rated 2-A:10-B:C, 5-lb (2.3-kg) nominal capacity, in enameled-steel container. B. Mounting Brackets: Manufacturer's standard steel, designed to secure fire extinguisher to wall or structure, of sizes required for fire extinguishers indicated, with plated or baked-enamel finish. 1.3INSTALLATION A. Install mounting brackets in locations indicated at 54 inches (1372 mm) above finished floor to top of fire extinguisher. B. Install fire extinguishers in mounting brackets and cabinets where indicated. SECTION 122113 - HORIZONTAL LOUVER BLINDS 1.1 SECTION REQUIREMENTS A. Submittals: Product Data and Samples. B. Product Standard: Unless otherwise indicated, comply with WCMA A 100.1. 1.2HORIZONTAL LOUVER BLINDS < HLB > A. Products: 1. As indicated on Drawings. B. Provide blinds passing flame-resistance testing according to NFPA 701. C. Mounting: As indicated on Drawings. D. Fabrication: Comply with AWCMA Document 1029 unless otherwise indicated. 1. Fabricate concealed components from noncorrodible or corrosion-resistant-coated materials. 2. Provide lifting and tilting mechanisms with permanently lubricated moving parts. 1.3INSTALLATION A. Install blinds level, plumb, and located not closer than 2 inches (51 mm) to interior face of glass. 1. Flush Mounted: Install blinds with louver edges flush with finish face of opening when slats are tilted open. 2. Jamb Mounted: Install headrail flush with face of opening jamb and head. 3. Head Mounted: Install headrail on face of opening head. 4. Recessed: Install headrail concealed within blind pocket. B. Adjust horizontal louver blinds to operate smoothly and easily throughout entire operational range. SECTION 113100 - RESIDENTIAL APPLIANCES 1.1 SECTION REQUIREMENTS A. Submittals: Product Data. B. Regulatory Requirements: Comply with provisions of the following product certifications: 1. NFPA: Provide electrical appliances listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. 2. UL and NEMA: Provide electrical components required as part of residential appliances that are listed and labeled by UL and that comply with applicable NEMA standards. 3. ANSI: Provide gas-burning appliances that comply with ANSI Z21 Series standards. 4. NAECA: Provide residential appliances that comply with NAECA standards. C. Energy Ratings: Provide appliances that qualify for the EPA/DOE ENERGY STAR product labeling program. 1.2RESIDENTIAL APPLIANCES < APP > A. Range: 1. Products: a. As indicated on Drawings. B. Cooktop: 1. Products: a. As indicated on Drawings. C. Wall Oven: 1. Products: a. As indicated on Drawings. D. Microwave Oven: 1. Products: a. As indicated on Drawings. E. Exhaust Hood: 1. Products: a. As indicated on Drawings. F. Refrigerator/Freezer: 1. Products: a. As indicated on Drawings. G. Dishwasher: 1. Products: a. As indicated on Drawings. H. Clothes Washer: 1. Products: a. As indicated on Drawings. I. Clothes Dryer: 1. Products: a. As indicated on Drawings. J. Trash Compactor: 1. Products: a. As indicated on Drawings. 1.3INSTALLATION A. Built-in Appliances: Securely anchor to supporting cabinetry or countertops with concealed fasteners. Verify that clearances are adequate for proper functioning and rough openings are completely concealed. B. Freestanding Appliances: Place in final locations after finishes have been completed in each area. Verify that clearances are adequate to properly operate equipment. C. Test each item of residential appliances to verify proper operation. Make necessary adjustments. D. Verify that accessories required have been furnished and installed. SECTION 096519 - RESILIENT TILE FLOORING 1.1 SECTION REQUIREMENTS A. Submittals: Product Data and Samples. B. Extra Materials: Deliver to Owner one box for every 50 boxes or fraction thereof, of each type and color of resilient floor tile installed. 1.2 SOLID VINYL TILE < SVT > A. Products: 1. As indicated on Drawings. 1.3RUBBER FLOOR TILE < RFT > A. Products: 1. As indicated on Drawings. 1.4 VINYL COMPOSITION FLOOR TILE < VCT > A. Products: 1. As indicated on Drawings. 1.5LINOLEUM FLOOR TILE < LFT > A. Products: 1. As indicated on Drawings. 1.6INSTALLATION ACCESSORIES A. Trowelable Leveling and Patching Compounds: Latex-modified, portland cement- or blended hydraulic cement-based formulation provided or approved by flooring manufacturer for applications indicated. B. Adhesives: Water-resistant type recommended by manufacturer to suit resilient products and substrate conditions indicated. C. Floor Polish: Protective liquid floor polish products as recommended by manufacturer. 1.7INSTALLATION A. Prepare concrete substrates according to ASTM F 710. Verify that substrates are dry and free of curing compounds, sealers, and hardeners. B. Lay out tiles so tile widths at opposite edges of room are equal and are at least one-half of a tile. C. Match tiles for color and pattern by selecting tiles from cartons in same sequence as manufactured and packaged. Lay tiles in patterns indicated on Drawings. D. Floor Polish: Remove soil, visible adhesive, and surface blemishes from floor tile surfaces before applying liquid floor polish as recommended by manufacturer. 1. Apply minimum number of coat(s) as recommended by manufacturer. SECTION 096813 - TILE CARPETING 1.1 SECTION REQUIREMENTS A. Submittals: Product Data and Samples. B. Extra Materials: Deliver to Owner carpet tiles equal to 5 percent of each type and color carpet tile installed, packaged with protective covering for storage. 1.2 CARPET TILE < TCP >. A. Products: 1. As indicated on Drawings. 1.3INSTALLATION A. Comply with CRI 104. B. Installation Method: As recommended by manufacturer. C. Install borders parallel to walls. SECTION 096816 - SHEET CARPETING 1.1 SECTION REQUIREMENTS A. Submittals: Product Data and Samples. B. Extra Materials: Deliver to Owner full-width carpet equal to 5 percent of each type and color carpet installed, packaged with protective covering for storage. 1.2 CARPET < CPT > A. Products: 1. As indicated on Drawings. 1.3INSTALLATION A. Comply with CRI 104. B. Installation Method: As recommended by carpet manufacturer. C. Installation Method for Stairs: As recommended by carpet manufacturer. D. Maintain uniformity of carpet direction and lay of pile. At doorways, center seams under door in closed position. Bind or seal cut edges as recommended by carpet manufacturer. E. Install pattern parallel to walls and borders. SECTION 096513 - RESILIENT BASE AND ACCESSORIES 1.1 SECTION REQUIREMENTS A. Submittals: Product Data and Samples. B. Extra Materials: Deliver to Owner at least 20 linear feet (linear m) of each type and color of resilient wall base installed. 1.2RESILIENT BASE < RWB > A. Products: 1. As indicated on Drawings. B. ASTM F 1861, Type TS (rubber, vulcanized thermoset). C. Lengths: Coils in manufacturer's standard lengths. D. Outside Corners: Preformed. E. Inside Corners: Preformed. 1.3RESILIENT MOLDING ACCESSORY < RMA > A. Products: 1. As indicated on Drawings. 1.4INSTALLATION ACCESSORIES A. Trowelable Leveling and Patching Compounds: Latex-modified, portland cement- or blended hydraulic cement-based formulation provided or approved by flooring manufacturer for applications indicated. B. Adhesives: Water-resistant type recommended by manufacturer to suit products and substrate conditions. C. Metal Edge Strips: Extruded aluminum with mill finish of width shown, of height required to protect exposed edges of tiles, and in maximum available lengths to minimize running joints. 1.5INSTALLATION A. Prepare concrete substrates according to ASTM F 710. Verify that substrates are dry and free of curing compounds, sealers, and hardeners. B. Adhesively install resilient wall base and accessories. C. Install wall base in maximum lengths possible. Apply to walls, columns, pilasters, casework, and other permanent fixtures in rooms or areas where base is required. D. Install reducer strips at edges of floor coverings that would otherwise be exposed. SECTION 095123 - ACOUSTICAL TILE CEILINGS 1.1 SECTION REQUIREMENTS A. Submittals: Product Data and material Samples. 1.2PERFORMANCE REQUIREMENTS A. Fire-Resistance-Rated Assemblies: Provide materials and construction identical to those tested in assemblies per ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction. B. Seismic Standard: Provide acoustical tile ceilings designed and installed to withstand the effects of earthquake motions according to the following: 1. CISCA's Recommendations for Acoustical Ceilings: Comply with CISCA's "Recommendations for Direct-Hung Acoustical Tile and Lay-in Panel Ceilings - Seismic Zones 0-2." 2. CISCA's Guidelines for Systems Requiring Seismic Restraint: Comply with CISCA's "Guidelines for Seismic Restraint of Direct-Hung Suspended Ceiling Assemblies - Seismic Zones 3 & 4." 3. UBC Standard 25-2, "Metal Suspension Systems for Acoustical Tile and for Lay-in Panel Ceilings." 1.3 ACOUSTICAL CEILING TILE < ACT > A. Products: 1. As indicate on Drawings. B. Classification: Per ASTM E 1264: C. Surface-Burning Characteristics: ASTM E 1264, Class A materials, tested per ASTM E 84. D. Edge Detail: Beveled, kerfed and rabbeted, unless otherwise indicated on Drawings. . 1.4 SUSPENSION SYSTEM A. Ceiling Suspension System: Direct hung; ASTM C 635, heavy-duty structural classification. B. Attachment Devices: Size for 5 times the design load indicated in ASTM C 635, Table 1, Direct Hung, unless otherwise indicated. Comply with seismic design requirements. C. Wire Hangers, Braces, and Ties: Zinc-coated carbon-steel wire; ASTM A 641/A 641M, Class 1 zinc coating, soft temper. 1. Size: Provide yield strength at least 3 times the hanger design load (ASTM C 635, Table 1, Direct Hung), but not less than 0.106-inch- (2.69-mm-) diameter wire. D. Seismic Struts: Manufacturer's standard product designed to accommodate seismic forces. 1.5INSTALLATION A. Ceiling Suspension System Installation: Comply with ASTM C 636 and CISCA's "Ceiling Systems Handbook." 1. Fire-Rated Assembly: Install fire-rated ceiling systems according to tested fire-rated design.. B. Install acoustical tiles in coordination with suspension system and exposed moldings and trim. Place splines or suspension system flanges into kerfed edges so tile-to-tile joints are closed by double lap of material. 1. Fit adjoining tile to form flush, tight joints. Scribe and cut tile for accurate fit at borders and around penetrations through tile. C. Arrange directionally patterned acoustical panels as indicated on Drawings. SPECIFICATIONS RICHARD R. CLARK A704