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ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOOR
KANSAS CITY MO 64105
816.842.1878
816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
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
NOVEMBER 18, 2008
07655
PROJECT NUMBER
FARMERS INSURANCE
MDC / OPC
13950 RAMONA AVE
CHINO, CA 91710
RELOCATION
O.P.C.
INSURANCE
FARMERS
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.
SH / MP / RRC
A01TITLE 24 - BUILDING ENVELOPE
TITLE 42
BUILDING ENVELOPE
RICHARD R. CLARK
A031
GENERAL INFORMATION
BUILDING TYPE
CERTIFICATE OF COMPLIANCE ENV-1-C(Part 1 of 2)
PROJECT NAME
PROJECT ADDRESS
PRINCIPAL DESIGNER-ENVELOPE
DOCUMENTATION AUTHOR
TELEPHONE
TELEPHONE
DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE
NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST
DATE
Building Permit #
Checked by/Date
Enforcement Agency Use
2005 Nonresidential Compliance Forms January 2006
RELOCATABLE - Indicate: specific climate - list ____________________________, or all climates
PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION ALTERATION UNCONDITIONED
METHOD OF ENVELOPE
COMPLIANCE
COMPONENT OVERALL ENVELOPE
SUPPORTING FORMS
SUBMITTED
ENV-2-C (Component) ENV-3-C (Overall Envelope) ENV-4-C (Skylight Worksheet)
STATEMENT OF COMPLIANCE
This Certificate of Compliance lists the building features and performance specifications need to comply with Title 24, Parts 1 and 6 of the California
Code of Regulations. This certificate applies only to building envelope requirements.
The documentation preparer hereby certifies that the documentation is accurate and complete.
DOCUMETNATION AUTHOR SIGNATURE DATE
The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent
with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The
proposed building has been designed to meet the envelope requirements contained in sectiosn 110, 116 through 118, and 140, 142, 143 or 149 of
Title 24, Part 6. Please check one:
I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person
responsible for its preparation; and that I am licensed in the State of California as a civil engineer or mechanical engineer, or I am a licensed
architect.
I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this
document as the person responsible for its preparation; and that I am a licensed contractor performing this work.
I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type
of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1.
(These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.)
PRINCIPAL ENVELOPE DESIGNER NAME SIGNATURE DATE LIC #
ENVELOPE MANDATORY MEASURES
Indicate location on plans of Note Block for Mandatory Measures A13/A001 -or- A01/A031
INSTRUCTIONS TO APPLICANT ENVELOPE COMPLIANCE & WORKSHEETS (check box if worksheet is included)
For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published
by the California Energy Commission.
ENV-1-C
ENV-2-C
ENV-3-C
ENV-4-C
Certificate of Compliance. Required on plans for all submittals. Part 2 may be incorporated in schedules on
plans.
Use with the Envelope Component compliance method.
Use with the Overall Envelope compliance method.
Optional. Use for the minimum skylight requirements for large enclosed spaces.
(file
affidavit)
FARMERS INSURANCE - O.P.C. RELOCATION 11/18/2008
13950 RAMONA AVE; CHINO, CA 91710
MATT MASILIONIS 816/842-1292
816/842-1292
11/18/2008 1050,046.SF
X
X
X
X
MATT MASILIONIS
MATT MASILIONIS
11/18/2008
X
MATT MASILIONIS 11/18/2008 C29101
X
X
OPAQUE SURFACES
CERTIFICATE OF COMPLIANCE ENV-1-C(Part 2 of 2)
PROJECT NAME DATE
2005 Nonresidential Compliance Forms January 2006
Surface
Type SQFT U-factor
Insulation
Cavity Continuous
Actual
Azimuth Tilt
Condition
Status*
Joint App
IV Reference
Location/Comments
(e.g.,Suspended
Ceiling, Demising, etc.)
NOTES TO FIELD
For Building
Use Only
FENESTRATION SURFACES
* N, E, A, (New, Existing, Altered)
More than or equal to 10,000 ft of site-built fenestration area must include a label certificate issued by NFRC or provide a CEC Default
Label Certificate using the default U-factors from Standard Tables 116-A and B. Certificate shall be filed in the contractor's project office during
construction and in the building manager's office after construction.
A B C D E F G H I J K
Fenestration Name
Fenestration
Type Area Azimuth
U-
factor
U-factor
Type
D A N
Fenestration
SHGC
SHGC
Type
D C N
2 Condition
Status 3 Location / Comments
NOTES TO FIELD -
For Bldg. Dept.
Use Only
U-factor Type: D, A or N (D for Default Table from Section 116, A for ACM Manual Appendix Default Table, or N for NFRC Labeled)
SHGC Type: D, C or N (D for Default table from Section 116, C for Center of Glass, or N for NFRC).
Condition Status: N, E, or A (New, Existing, or Altered).
1
1
2
3
EXTERIOR SHADING
Fenestration
Name
Exterior Shade
Type SHGC
Window
Height Width Length Height LExt. RExt.
Overhang
MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES
The proposed building contains an enclosed space with floor area greater than 25,000 ft , a ceiling height greater than 15 feet, and an
LPD for general lighting of at least 0.5 W/ft. If this box is checked, ENV-4-C must be filled out.
NOTES TO FIELD - For Building Department Use Only
2
2
Construction
Type
KJIHGFEDCBA
Window
Window
Window
Window
Skylight
Skylight
Skylight
Skylight
FARMERS INSURANCE - O.P.C. RELOCATION 11/18/2008
E0-
WOOD
50046ROOF
WALL-F
WALL-3
FRAME
CONCRETE
METAL
METAL
FRAME
WALL-F
CONCRETE
WALL-F
CONCRETE
3494
10903
3789
7482
A
A
A
N
90
90
90
90
0%
90%
180%
270%
EXTERIOR
EXTERIOR
EXTERIOR
DEMISING
WALL-E
METAL
FRAME 830 E900% ADIABATIC
E180-50046FLOOR
SLAB ON
GRADE
DOORS
METAL
DOORS 142 E90 DOORS0.700
Area
IV.5 A2--
--
-R-19
R-0-
--
-R-19
0.153
-
0.167
0.049
IV.11 A30
IV.26 A1
IV.13 E5
IV.2 A22
WALL-3
METAL
FRAME 345 N90180% DEMISING-R-19
ROOF/CEILING
EAST FACE
SOUTH FACE
WEST FACE
NORTH
NORTH DEMISING
FLOOR
NORTH
WALL-E
METAL
FRAME 3381 E90270% ADIABATIC--
0.153 IV.11 A30
NORTH DEMISING
DOORS
METAL
DOORS 21 E90 DOORS0.700 IV.5 A2--
DOORS
METAL
DOORS 142 E90 DOORS0.700 IV.5 A2--
DOORS
METAL
DOORS 21 E90 DOORS0.700 IV.5 A2-- 0%
90%
180%
270%
- -
- -
R-13 IV.19 N17FURRING
METAL
FURRING
METAL
FURRING
-- IV.13 E5
R-13 IV.19 N17
-- IV.13 E5
R-13 IV.19 N17
0.167
0.167
ENVELOPE COMPONENT METHOD ENV-2-C(Part 1 of 2)
PROJECT NAME DATE
WINDOW AREA CALCULATION
FT×6 FT =
SF×0.40 =
SF MINIMUM STANDARD AREA
SF
SF DISPLAY AREA
SF PROPOSED WINDOW AREA
C. ENTER LARGER OF A OR B
A. DISPLAY PERIMETER
B. GROSS EXTERIOR WALL AREA
January 20062005 Nonresidential Compliance Form
D. ENTER PROPOSED WINDOW AREA
If the PROPOSED WINDOW AREA is greater than the MAXIMUM STANDARD AREA then the envelope component method may not be used.
E. WINDOW WALL RATIO = Proposed Window Area Divided by Gross Exterior Wall Area =
F. WEST DISPLAY PERIMETER
G. WEST EXTERIOR WALL AREA
H. ENTER THE LARGER OF F AND G
I. ENTER PROPOSED WEST WINDOW AREA
If the PROPOSED WINDOW AREA is greater than the MAXIMUM STANDARD AREA then the envelope component method may not be used.
J. WEST WINDOW WALL RATIO = Proposed West Window Area Divided by West Exterior Wall Area =
SKYLIGHT AREA CALCULATION
FT×6 FT =
SF×0.40 =
SF
SF
SF
SF
A. ATRIUM or SKYLIGHT HEIGHT
GROSS ROOF
AREA
FT
SF X 0.05 =
SF X 0.10 =
STANDARD
ALLOWED
SKYLIGHT AREA
SF
SFB. IF Atrium/Skylight Height in A <= 55 FT
C. IF Height in A > 55 FT
D. PROPOSED SKYLIGHT AREA
SF
If the PROPOSED SKYLIGHT AREA is greater than the STANDARD ALLOWED SKYLIGHT AREA then the envelope component
method may not be used.
SKYLIGHTS
SKYLIGHT NAME
(e.g., Sky-1, Sky-2)
SKYLIGHT GLAZING # OF
PANES
U-FACTOR SOLAR HEAT GAIN COEFFICIENT
With
Curb
With No
Curb
Plastic
PROPOSED ALLOWED PROPOSED ALLOWED
40% of GROSS EXTERIOR
WALL AREA
WEST DISPLAY AREA
40% of WEST EXTERIOR
WALL AREA
MAXIMUM STANDARD
WEST AREA
PROPOSED WEST
WINDOW AREA
RELOCATABLE PUBLIC SCHOOL BUILDINGS - See §143(a)8 in the Energy Standards
For Any (All) Climate Zone, use Table 143-C-
Prescriptive Envelope Criteria.
For Specific Climate Zone, use Table 143-A-
Prescriptive Envelope Criteria.
Specific Climate Zone Metal Identification Label - Place two labels on each relocatable
building and indicate on the building plans.
Any (All) Climate Zone Metal Identification Label - Place two labels on each
relocatable building and indicate on the building plans.
FARMERS INSURANCE - O.P.C. RELOCATION 11/18/2008
N/A 0
0
N/A 0
0
26,013. 10,405.2
10,405.2
0
4,134. 1,653.6
1,653.6
0
ENVELOPE COMPONENT METHOD ENV-2-C(Part 2 of 2)
PROJECT NAME DATE
OPAQUE SURFACES
January 2006Nonresidential Compliance Form
ASSEMBLY NAME
(e.g. roof-1, Wall-1,
Floor-1)
TYPE
(e.g. Roof, Wall,
Floor)
HEAT
CAPACITY
INSULATION R-VALUE*
PROPOSED
MINIMUM
ALLOWED PROPOSED
Joint
Appendix IV REF
MAXIMUM
ALLOWED
*For each assembly type, meet the minimum insulation R-value or the maximum assembly U-factor.
WINDOWS
WINDOW NAME
(e.g., Window-1, Window-2)
ORIENTATION Fenestration
U-FACTOR # OF Fen.
N E S W PROP. ALLOW. PANES SHGC*
PROPOSED RSHG
H V H/V OHF
PROP. ALLOWED
RSHG RSHG
* From Fenestration Surfaces ENV-1-C, Part 2, Column G, or when Column H has a "C" identifier, calculate using the center of glass value SHGCc in
SHGCFEN = .08 + (.86 x SHGCc)and enter value.
ASSEMBLY U-FACTOR*
COOL ROOFS - LOW-SLOPED- See Section 3.4 in the NRM and §118(i)3 and §143(a)1 in the Energy Standards for further description about exterior roofs
and mandatory requirements for Cool Roofs.
CHECK APPLICABLE BOXES
Option 1 - Tested - Initial Thermal Emittance >= 0.75 and Initial Solar Reflectance >= 0.70
Proposed emittance and reflectance must be >= the
standard when tested with CRRC-1 Proposed Standard
1. Enter proposed initial thermal emittance, einitial
2. Enter the proposed initial solar relectance, ρinitial
If proposed >= to the standard then it complies.
If proposed >= to the Standard then it complies.
3. When applying Liquid Field Applied Coatings, the coating must be applied with a minimum dry mil thickness of 20 mils across the entire roof surface and
meet minimum performance requirments listed in §118(i)3 and Table 118-C. Select the applicable coating:
Option 2 - CRRC - 1 Tested - Initial Thermal Emittance < 0.75
Aluminum-Pigmented Asphalt
Roof Coating
Cement-Based
Roof Coating
Other: _______________________________________________________
Proposed initial thermal emittance < 0.75 when tested with
CRRC-1 Proposed Standard
1. Enter proposed initial thermal emittance, einitial
2. Enter the initial solar reflectance, ρinitial
3. To apply Liquid Field Applied Coating, the coating must be applied with a minimum dry mil thickness of 20 mils across the entire roof surface and
meet minimum performance requirements listed in §118(i)3 and Table 118-C. Select theapplicable coating:
Aluminum-Pigmented Asphalt
Roof Coating
Cement-Based
Roof Coating
Other: _______________________________________________________
CRRC - 1 Label Attached to Submittal
(Note if no CRRC -1 label is available, this compliance method can not be used.)
> .75
> .70
< 0.75
0.70 + [0.34 x (0.75 - einitial)]
Go to line 2. Insert einitial value in calculation.
ρ
Standard
FARMERS INSURANCE - O.P.C. RELOCATION 11/18/2008
ROOF R-19 R-19 0.051
WALL-F R-13 R-13
WALL-3 R-19 R-13 0.217
X
0.90
0.83
CRRC PRODUCT ID 0850-0009X
WOOD FRAMED
RAFTER ROOF
CONCRETE
FURRING
METAL FRAMED
DEMISING WALL
DOORS
FLOOR
WALL-E
ADIABATIC
DEMISING
OPAQUE
METAL DOORS
CONCRETE SLAB
ON GRADE
-
-
16.80
-
-
-
-
R-0
-
-
-
-
-
-
0.700
-
-
-
0.650
IV.2 A22
METAL
IV.13 E5
IV.19 N17
0.167
0.049
IV.11 A300.153
IV.26 A1
IV.5 A2
-
ENVELOPE MANDATORY MEASURES:
INSTALLED INSULATING MATERIAL SHALL HAVE BEEN CERTIFIED BY THE MANUFACTURER TO COMPLY WITH
THE CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIAL PER §118.
ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH THE FLAME SPREAD RATING AND
SMOKE DENSITY REQUIREMENTS OF SECTIONS 2602 AND 707 OF THE CBC.
ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING ENVELOPE THAT ARE OBSERVABLE SOURCES OF AIR
LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED OR OTHERWISE SEALED PER §117.
SITE CONSTRUCTED DOORS, WINDOWS AND SKYLIGHTS SHALL BE CAULKED BETWEEN THE UNIT AND THE
BUILDING, AND SHALL BE WEATHER-STRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS AND FIRE
DOORS).
MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL HAVE AIR INFILTRATION RATES CERTIFIED BY THE
MANUFACTURER PER §116(a)1. MANUFACTURED FENESTRATION PRODUCTS MUST BE LABELED FOR
U-FACTOR ACCORDING TO NFRC PROCEDURES.
DEMISING WALL INSULATION (R-13) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED WALLS
(EXCEPT DOORS).
INSULATION MAY NOT BE INSTALLED DIRECTLY OVER SUSPENDED CEILINGS.
COOL ROOFS MUST BE TESTED AND LABELED BY THE COOL ROOF RATING COUNCIL (CRRC). THE CRRC TEST
PROCEDURE IS DOCUMENTED IN CRRC-1 AND INCLUDES TESTS FOR BOTH REFLECTANCE AND
EMITTANCE AND COOL ROOFS SHALL BE INSTALLED PER §118 ON ALL OPAQUE PORTIONS OF THE
ROOFING.
ROOF INSULATION (R-19) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED ROOFS (EXCEPT
SKYLIGHTS, MECHANICAL PENATRATIONS, ETC.).
EXTERIOR WALL FURRING INSULATION (R-13) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED
FURRING WALLS (EXCEPT DOORS).](https://image.slidesharecdn.com/chino-151018052527-lva1-app6891/75/Farmers-PDC-Chino-CA-11-2048.jpg)
Uploaded byRichard Clark
Farmers PDC Chino CA
The document provides a code analysis summary for a proposed tenant improvement project at an existing one-story building. The building has a footprint of 159,515sf and total area of 174,568sf. The occupancies include office, production, and warehouse. The analysis finds the building meets egress requirements based on an increased occupant load of 788. Accessibility and parking requirements are identified.
More Related Content
Farmers PDC Chino CA
- 1. BUILDING CODE SYNOPSIS: DETAILCODES ANAYLSIS ON SHEET A011 & A012 2007 CALIFORNIA BUILDING STANDARDS CODE (CBSC) USE DESCRIPTION: PRODUCTION W/ SUPPORT OFFICE CONSTRUCTION TYPE: TYPE 'III - B' OCCUPANCY TYPE: NONSEPERATED USE GROUPS: 'B' & 'F-1' & 'S-1' FULLY SPRINKLED: YES BUILDING HEIGHTS AND AREAS : ACTUAL AREAS SITE AREA = 402,960.67 SF BUILDING AREA = 174,568 SF BUILDING FOOT PRINT = 159,515 SF BUILDING/LOT COVERAGE = 43.3 % LANDSCAPED AREA = 79,800 SF OFFICE AREA = 14,750 SF MEZZANINE AREA = 15,053 SF PRODUCTION AREA = 67,295 SF WAREHOUSE AREA = 77,470 SF TOTAL BUILDING AREA = 174,568 SF General Building Heights & Areas: (No Change) The existing building is a one story building with a mezzanine; the building has a foot print of 159,515sf and a total area of 174,568sf. An unlimited area is allowable per section 507.3, so long as the building meets the requirements of section 507.3.: The building must be (and is) provided with an automatic sprinkler system throughout and 60-feet set back on all sides. MEANS OF EGRESS: CALCULATED OCCUPANT LOAD PER TABLE 1004.1.1 • OFFICE OL =148 OCCUPANTS (14750 SF/100) => 148. OL • PRODUCTION OL = 337 OCCUPANTS (67295 SF/200) => 337. OL • WAREHOUSE OL = 155 OCCUPANTS (77470 SF/500) => 155. OL • MEZZ. OL = 151 OCCUPANTS (15053 SF/100) => 151. OL • GROUND FLOOR OL = 640 OCCUPANTS (148 + 337 + 155) => 640. OL Means of egress: Occupant load analysis finds that the occupant load factor for the building will be increased by 136 occupants per code, giving the building an occupant load total of 788 occupants. The building meets egress requirements based upon this analysis. The quantity of exits and the exiting widths meet the egress requirements. No additional rated exits or horizontal exits are required. All existing rated exits and horizontal exits shall be maintained. One egress door from the 'OPC office' area will be changed so that it will swing out with the direction of egress. ACCESSIBILITY: BUILDING & FACILITIES SHALL BE ACCESSIBLE IN ACCORDANCE WITH CBC2007 & ICC/ANSI A117.1 & ADA Accessibility: (No Significant Change) The property shall be required to comply with current codes as adopted by the JHA and with Federal ADA. No major issues are readily apparent, but there are minor items that may need correction based on the JHA's full review of plans and thier inspection of construction. PARKING & ACCESSIBLE PARKING: PARKING: 29803 GFA / 250 = 120 SPACES (OFFICE: 1 PER 250 GFA) PARKING: 67295 GFA / 600 = 113 SPACES (PRODUCTION: 1 PER 600 GFA) PARKING: 77470 GFA (20/1 + 20/2 + 37470/4000) => 40 SPACES (WAREHOUSE) TOTAL REQD PARKING: 120 + 113 + 40 = 273 SPACES PARKING STALLS TBP: 321 SPACES MOTORCYCLE PARKING = 3 SPACES ACCESSIBLE PARKING = 8 SPACES, ONE OF WHICH TO BE VAN ACCESSIBLE Parking: (Only Change in Parking is the Loss of Six Parking Stalls) There appear to be 327 existing parking stalls provided. Due to the change in occupancy 273 standard stalls will be required per calculation. Additionally, three motorcycle spaces will be required and of the 321 stalls to be provided, eight stalls must be accessible parking stalls, at least one of which must be a van accessible parking stall. A20CODE INFORMATION J13BUILDING LOCATION REFERENCE MAPS NTS A TENANT FINISH FOR: FARMERS INSURANCE MDC / OPC - RELOCATION FOR OPC 13950 RAMONA AVE CHINO CA 91710 PROJECT DESCRIPTION: THIS PROJECT IS A TENANT IMPROVEMENT PROJECT OF AN EXISTING ONE STORY BUILDING FOR FARMERS' INSURANCE COMPANY IN AN EXISTING BUILDING FOR NON-SEPARATED USE GROUPS: 'B', 'F-1' & 'S-1' APPROXIMATE AREA FOR PROJECT CONSTRUCTION WORK IS 55,200 SQUARE FEET. 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 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 1 X 4 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 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 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 A30SYMBOLS LEGEND & ABBREVIATIONS NOTE: NOT ALL SYMBOLS ARE USED HEREIN TENANT FARMERS INSURANCE GROUP 4680 WILSHIRE BLVD. LOS ANGELES, CA 90010 323/932-7168 323/932-8094 fax KIMBERLY HARRIS FACILITIES PROJECT MANAGER kimberly.harris@farmersinsurance.com TENANT FARMERS INSURANCE GROUP 30801 AGOURA ROAD. LOS ANGELES, CA 90010 818/584-0448 818/584-0461 fax ALAN REAM BUILDING ADMINISTRATION STAFF MANAGER alan.ream@farmersinsurance.com JHA CITY OF CHINO COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 13220 CENTRAL AVE; CHINO, CA 91710 PO BOX 667; CHINO, CA 91708-0667 909/464-0791 909/464-0777 fax PETE GOODRICH SUPERVISING PLANS EXAMINER pgoodrich@cityofchino.org www.cityofchino.org 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 SKIP HYMER skip.hymer@rees-studio.com JHA CITY OF CHINO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION 13220 CENTRAL AVE; CHINO, CA 91710 PO BOX 667; CHINO, CA 91708-0667 909/464-8309 909/590-5535 fax TABITHA HERNANDEZ PERMIT PROCESSING SPECIALIST thernandez@cityofchino.org www.cityofchino.org 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 JHA CHINO VALLEY FIRE DISTRICT 14011 CITY CENTER DRIVE CHINO HILLS, CA 91709 909/902-5280 ext. 224 909/902-5250 fax DANIELLE BARNES DEPUTY FIRE MARSHALL dbarnes@chofire.org www.chinovalleyfire.org STRUCTURAL ENGINEER WALLACE ENGINEERING 818 GRAND BOULEVARD, SUITE 1100 KANSAS CITY, MO 64106 816/421-8282 816/421-8338 fax ERIC GRAHAM egraham@wallacesc.com JHA - CONSULTANT HUGHES ASSOCIATES, INC 6 CENTERPOINTE DR, SUITE 760 LA PALMA, CA 90623 714/739-3870 714/739-3869 fax MICHAEL MADDEN, P.E. mmadden@haifire.com MIKE AMAR mamar@haifire.com www.haifire.com ON-SITE CONTACT FARMERS INSURANCE 13950 RAMONA AVE CHINO, CA 91710 626/393-5665 JOSE VELEZ jose.velez@farmersinsurance.com A07CONTACT INFORMATION N20PERMIT INFORMATION 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. ADDITION OF TENANT'S PRODUCTION EQUIPMENT 4. MODIFIED ELECTRICAL SERVICE, POWER, LIGHTING & COMMUNICATIONS 5. ADDITION OF HVAC - CONDITIONED SPACE 6. ADDITION OF A GENERATOR ON SITE DEFERRED SUBMITTALS: 1. MODIFIED FIRE PROTECTION - FIRE SPRINKLERS/STANDPIPE 2. FIRE ALARM 3. HIGH PILE STORAGE PER CH.23 OF THE CALIFORNIA FIRE CODE FIRE DEPARTMENT APPROVAL WILL BE NECESSARY FOR ALTERNATION OF EXISTING FIRE SPRINKLER SYSTEM, FIRE ALARM & HIGH PILE STORAGE PLAN. 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. SHEET INDEX SHEET TITLE DESCRIPTION, CONTENT & SCALE DATE ARCHITECTURAL: A001 COVER SHEET - 11/25/2008 A002 JHA COMMENTS - WRITTEN RESPONSES 11/25/2008 A003 JHA REFERENCE 11/25/2008 A011 CODE ANAYLSIS GROUND LEVEL CODE PLAN - 1/16" = 1'-0" 11/25/2008 A012 CODE ANAYLSIS MEZZANINE LEVEL CODE PLAN - 1/16" = 1'-0" 11/25/2008 A013 SIGNAGE REF. NTS 11/18/2008 A014 ADA REFERENCE NTS 11/18/2008 A015 ADA REFERENCE NTS 11/18/2008 A016 ADA REFERENCE NTS 11/18/2008 A021 SITE PLAN SITE PLAN - 1" = 30'-0" 01/12/2009 A031 TITLE 24 BUILDING ENVELOPE 11/18/2008 A101 FLOOR PLAN OVERALL FLOOR PLANS - 1/16" = 1'-0" 11/18/2008 A102 PARTIAL PLAN FLOOR PLAN & FINISHES - 3/16" = 1'-0" 11/18/2008 A103 PARTIAL PLAN FLOOR PLAN & FINISHES - 3/16" = 1'-0" 11/18/2008 A104 PARTIAL PLAN FLOOR PLAN & FINISHES - 3/16" = 1'-0" 11/18/2008 A105 PARTIAL PLAN FLOOR PLAN & FINISHES - 3/16" = 1'-0" 11/18/2008 A106 DEMO PLAN OPC OFFICES - DEMO PLAN - 3/16" = 1'-0" 11/18/2008 A112 PARTIAL RCP RCP - 3/16" = 1'-0" 11/18/2008 A113 PARTIAL RCP RCP - 3/16" = 1'-0" 11/18/2008 A114 PARTIAL RCP RCP - 3/16" = 1'-0" 11/18/2008 A115 PARTIAL RCP RCP - 3/16" = 1'-0" 11/25/2008 A122 PARTIAL PLAN FF&E - 3/16" = 1'-0" 11/18/2008 A123 PARTIAL PLAN FF&E - 3/16" = 1'-0" 11/18/2008 A124 PARTIAL PLAN FF&E - 3/16" = 1'-0" 11/18/2008 A125 PARTIAL PLAN FF&E - 3/16" = 1'-0" 11/18/2008 A141 ROOF PLAN ROOF PLAN - 1/16" = 1'-0" 11/18/2008 A201 ELEVATIONS BUILDING ELEVATIONS - 1/16" = 1'-0" 01/12/2009 A301 SECTIONS SITE SECTION - 1" = 20'-0" / SECTIONS - 1/16" = 1'-0" 11/18/2008 A401 ENLARGED PLANS 1/2" = 1'-0" & DETAILS: 1-1/2" = 1'-0" (DOOR #111) 11/18/2008 A501 DETAILS 1-1/2" = 1'-0" WALLS - TYPES & SECTIONS 11/18/2008 A502 DETAILS 1-1/2" = 1'-0" WALLS - TYPES & SECTIONS 11/18/2008 A503 DETAILS 1-1/2" = 1'-0" & ELEVATIONS: 1/2" = 1'-0" (INTERIORS) 11/18/2008 A601 SCHEDULES DOORS - SCHEDULES, TYPES & DETAILS 11/18/2008 A602 SCHEDULES FINISHES - SCHEDULE, LEGEND, NOTES & DETAILS 11/18/2008 A603 SCHEDULES - RESERVED - - STRUCTURAL: S101 FRAMING PLAN 1/16" = 1'-0" 01/12/2009 S102 FRAMING DETAILS SCALE VARIES 01/12/2009 S103 ROOF FRAMING 1/32" = 1'-0" 01/12/2009 FIRE PROTECTION: FP111 F.P. PLAN FIRE PROTECTION FLOOR PLAN - 1/16" = 1'-0" 11/18/2008 PLUMBING: P101 DEMO PLAN PLUMBING DEMO - 1/16" = 1'-0" 11/18/2008 P111 FLOOR PLAN PLUMBING - 1/16" = 1'-0" 11/18/2008 P201 DETAILS PLUMBING SCHEDULES, DETAILS & DIAGRAMS 11/18/2008 MECHANICAL: ME021 SITE PLAN MECHANICAL /ELECTRICAL SITE PLAN - 1" = 30'-0" 11/18/2008 M101 DEMO PLAN MECHANICAL DEMO PLAN - 1/16" = 1'-0" 11/18/2008 M102 DEMO PLAN PARTIAL MECHANICAL DEMO - 3/16" = 1'-0" 11/18/2008 M103 DEMO PLAN PARTIAL MECHANICAL DEMO - 3/16" = 1'-0" 11/18/2008 M104 DEMO PLAN PARTIAL MECHANICAL DEMO - 3/16" = 1'-0" 11/18/2008 M105 DEMO PLAN PARTIAL MECHANICAL DEMO - 3/16" = 1'-0" 11/18/2008 M111 FLOOR PLAN MECHANICAL PLAN - 1/16" = 1'-0" 11/18/2008 M112 PARTIAL PLAN PARTIAL MECHANICAL PLAN - 3/16" = 1'-0" 11/18/2008 M113 PARTIAL PLAN PARTIAL MECHANICAL PLAN - 3/16" = 1'-0" 11/18/2008 M114 PARTIAL PLAN PARTIAL MECHANICAL PLAN - 3/16" = 1'-0" 11/18/2008 M115 PARTIAL PLAN PARTIAL MECHANICAL PLAN - 3/16" = 1'-0" 11/18/2008 M201 SCHEDULES MECHANICAL SCHEDULES, NOTES & SYMBOLS 11/18/2008 M202 DETAILS MECHANICAL DETAILS - NTS 11/18/2008 M301 TITLE 24 MECHANICAL 11/18/2008 ELECTRICAL: E101 DEMO PLAN ELECTRICAL DEMO PLAN - 1/16" = 1'-0" 11/18/2008 E102 DEMO PLAN PARTIAL ELECTRICAL DEMO - 3/16" = 1'-0" 11/18/2008 E103 DEMO PLAN PARTIAL ELECTRICAL DEMO - 3/16" = 1'-0" 11/18/2008 E104 DEMO PLAN PARTIAL ELECTRICAL DEMO - 3/16" = 1'-0" 11/18/2008 E105 DEMO PLAN PARTIAL ELECTRICAL DEMO - 3/16" = 1'-0" 11/18/2008 E106 DEMO PLAN PARTIAL ELECTRICAL DEMO - 3/16" = 1'-0" 11/18/2008 E111 FLOOR PLAN POWER PLAN - 1/16" = 1'-0" 11/18/2008 E112 PARTIAL PLAN POWER - PARTIAL PLAN - 3/16" = 1'-0" 11/18/2008 E113 PARTIAL PLAN POWER - PARTIAL PLAN - 3/16" = 1'-0" 11/18/2008 E114 PARTIAL PLAN POWER - PARTIAL PLAN - 3/16" = 1'-0" 11/18/2008 E115 PARTIAL PLAN POWER - PARTIAL PLAN - 3/16" = 1'-0" 11/18/2008 E116 PARTIAL PLAN POWER - PARTIAL PLAN - 3/16" = 1'-0" 11/18/2008 E121 FLOOR PLAN LIGHTING PLAN - 1/16" = 1'-0" 11/25/2008 E122 PARTIAL PLAN LIGHTING - PARTIAL PLAN - 3/16" = 1'-0" 11/18/2008 E123 PARTIAL PLAN LIGHTING - PARTIAL PLAN - 3/16" = 1'-0" 11/18/2008 E124 PARTIAL PLAN LIGHTING - PARTIAL PLAN - 3/16" = 1'-0" 11/25/2008 E125 PARTIAL PLAN LIGHTING - PARTIAL PLAN - 3/16" = 1'-0" 11/25/2008 E201 DETAILS ELECTRICAL SCHEDULES, DETAILS, NOTES, SYMBOLS. 11/18/2008 E202 RISER DIAGRAM ELECTRICAL RISER & SCHEDULES 11/18/2008 E203 SCHEDULES ELECTRICAL PANEL SCHEDULES 11/18/2008 E301 TITLE 24 ELECTRICAL 11/18/2008 N 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. A26GENERAL NOTES 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01SHEET INDEX COVER RICHARD R. CLARK A001 SITE AREA OF WORK A13MANDATORY MEASURES NTS ENVELOPE MANDATORY MEASURES: INSTALLED INSULATING MATERIAL SHALL HAVE BEEN CERTIFIED BY THE MANUFACTURER TO COMPLY WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIAL PER §118. ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH THE FLAME SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF SECTIONS 2602 AND 707 OF THE CBC. ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING ENVELOPE THAT ARE OBSERVABLE SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED OR OTHERWISE SEALED PER §117. SITE CONSTRUCTED DOORS, WINDOWS AND SKYLIGHTS SHALL BE CAULKED BETWEEN THE UNIT AND THE BUILDING, AND SHALL BE WEATHER-STRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS AND FIRE DOORS). MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL HAVE AIR INFILTRATION RATES CERTIFIED BY THE MANUFACTURER PER §116(a)1. MANUFACTURED FENESTRATION PRODUCTS MUST BE LABELED FOR U-FACTOR ACCORDING TO NFRC PROCEDURES. DEMISING WALL INSULATION (R-13) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED WALLS (EXCEPT DOORS). INSULATION MAY NOT BE INSTALLED DIRECTLY OVER SUSPENDED CEILINGS. COOL ROOFS MUST BE TESTED AND LABELED BY THE COOL ROOF RATING COUNCIL (CRRC). THE CRRC TEST PROCEDURE IS DOCUMENTED IN CRRC-1 AND INCLUDES TESTS FOR BOTH REFLECTANCE AND EMITTANCE AND COOL ROOFS SHALL BE INSTALLED PER §118 ON ALL OPAQUE PORTIONS OF THE ROOFING. ROOF INSULATION (R-19) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED ROOFS (EXCEPT SKYLIGHTS, MECHANICAL PENATRATIONS, ETC.). EXTERIOR WALL FURRING INSULATION (R-13) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED FURRING WALLS (EXCEPT DOORS). 1. NOVEMBER 25, 2008 - RESUBMITTAL TO HAI # MAM8004.001-583 (PERMIT # 12949) 2. 01/12/2009 - ASI #2 RESUBMITTAL TO JHA (PERMIT #B08-1554) FARMERS INSURANCE CURRENTLY OCCUPIES THIS ENTIRE BUILDING INCLUDING AREAS NOT WITHIN AREA OF WORK. 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2
- 2. 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01WRITTEN RESPONSES TO HAI COMMENTS HAI FILE NO: 1MAM8004.001-583 / FIRE DISTRICT PERMIT NUMBER 12949 WRITTEN RESPONSES JHA - COMMENTS RICHARD R. CLARK A002 WRITTEN RESPONSES 1. PER COMMENTS ABOVE, WE HAVE ADDED SHEET A002 1.1. PRECISE DESCRIPTION OF WHAT IS & WILL BE ASSEMBLED IN THIS FACILITY. THE FACILITY AT 13950 RAMONA AVE. IS AN OPERATIONAL UNIT OF FARMERS INSURANCE THAT ADDRESSES FOUR PRIMARY FUNCTIONS: 1.1.1. WAREHOUSE STORAGE FACILITY FOR PRINTED SALES/MARKETING MATERIALS 1.1.2. ORDER FULFILLMENT PROCESSING CENTER OF SALES/MARKETING MATERIALS FOR THE FARMERS AGENTS ACROSS THE USA 1.1.3. DISTRIBUTION CENTER FOR INTRA-COMPANY MAIL BEING SENT TO THE FARMERS AGENTS ACROSS THE USA 1.1.4. A PRINTING OPERATIONS THAT PRINTS INTERNAL COMPANY COMMUNICATION PIECES, SALES/MARKETING ITEMS AND VARIOUS REGULATORY ENDORSEMENTS (WHICH JOIN THE INSURANCE POLICIES BEING SENT TO FARMERS INSURANCE CUSTOMERS ACROSS THE USA) 1.1.5. THIS SUBMITTAL & PROJECT WILL ADD AS OF OCTOBER 2009, AN ADDITIONAL/FIFTH PRIMARY FUNCTION WILL BE ADDED TO THE FACILITY: 1.1.5.1. ANOTHER PRINTING OPERATIONS THAT PRINTS ALL AUTO AND HOMEOWNER POLICIES FOR ALL FARMERS INSURANCE CUSTOMERS ACROSS THE USA 2. PER COMMENTS ABOVE, WE HAVE ADDED SHEET A002 2.1. HAZARDOUS MATERIALS IN THE NEW PRINT ROOM # 186 ARE BELOW THE MAXIMUM ALLOWABLE QUANTITIES AS LISTED IN CBC TABLE 307.1(1) AND AS THERE ARE NO SUCH MATERIALS PRESENT IN THE PRINT ROOM 186, USE COMPLIES WITH CFC 2.1.1. FARMERS INSURANCE CURRENTLY OCCUPIES THIS ENTIRE BUILDING INCLUDING AREAS NOT WITHIN AREAS OF WORK AND INCLUDES DESCRIPTION OF THE EXISTING FACILITIES WITH RELEVENT ATTACHMENTS. 2.1.2. THE INKS USED IN THE CURRENT PRINTING PRESSES ARE SOY-BASED WITH NO TOXINS. ONLY THE SOLVENTS USED FOR CLEAN UP CLASSIFY AS FLAMMABLE/HAZARDOUS - THOUGH TO A SMALL DEGREE. ADEQUATE STORAGE CABINETS AND A SEPARATE CHEMICAL ROOM ARE USED. PROPER HANDLING PROCEDURES ARE FOLLOWED WITH MSDS SHEET TRACKING OCCURS AS EXPECTED. 2.1.3. ATTACHED IS THE LAST FULL REPORT WAS SENT TO THE COUNTY FIRE DEPARTMENT (AND THEIR RECEIPT ACKNOWLEDGEMENT) - WHICH INCLUDES THE HAZARDOUS MATERIAL INVENTORY SHEETS (HMIS) AS PART OF THE ATTACHMENTS. ALL HAZARDOUS MATERIALS ARE MAINTAINED BELOW REPORTABLE QUANTITIES. 2.1.4. REGARDING THE ADDITIONAL/NEW PRINTING OPERATIONS THAT IS PLANNED TO BE ADDED TO THE FACILITY NEXT YEAR, THAT OPERATION USES ALL DIGITAL PRINTERS (NO OFFSET PRESSES) WITH 100% TONER-BASED TECHNOLOGY FOR ALL THE PRINTING MACHINES. NO INKS/SOLVENTS USED. AS SUCH, HMIS IS NOT APPLICABLE. 3. PER COMMENTS ABOVE, WE HAVE REVISED SHEETS A011 & A012 TO INDICATE THE DISTANCE TO EXITS AND TRAVEL DISTANCES TO EXITS GRAPHICALLY UNIQUE OF RESTROOM TRAVEL DISTANCES. 3.1. TRAVEL DISTANCES ARE SHOWN AT EXITS WITH PATH OF TRAVEL TO THAT EXIT. 3.2. TRAVEL DISTANCES ARE INDICATED PER REVISED GRAPHIC LEGEND ON SHEETS A011 & A012 4. PER COMMENTS ABOVE WE HAVE REVISED SHEETS A115, E121, E124 & E125. 4.1. A115 REFLECTS ADDED EMERGENCY LIGHTING IN THE REMODELED OFFICE ARE AND THE AIR COMPRESSOR MEZZANINE 4.2. E121-ADDED A NOTE TO THE PLANS INDICATING AREAS NOT REQUIRING LIGHTING WORK AND THAT THE BUILDING IS CURRENTLY COMPLETELY OCCUPIED BY FAMERS. 4.3. E124 AND E125-ADDED EMERGENCY LIGHTING IN THE REMODELED OFFICE ARE AND THE AIR COMPRESSOR MEZZANINE 1. NOVEMBER 25, 2008 - RESUBMITTAL TO HAI # MAM8004.001-583 (PERMIT # 12949) 1
- 3. 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01REFERENCE - MOST RECENT REPORT FOR EXISTING FACILITY AS SUBMITTED TO COUNTY FIRE DEPARTMENT REFERENCE RICHARD R. CLARK A003 1. NOVEMBER 25, 2008 - RESUBMITTAL TO HAI # MAM8004.001-583 (PERMIT # 12949) S19PAGE 1 J19PAGE 2 B19PAGE 3 A19 S13PAGE 4 J13PAGE 5 B13PAGE 6 S07PAGE 7 J07PAGE 8 B07PAGE 9 S01PAGE 10 J01PAGE 11 B01PAGE 12 1 1 1 1 1 1 1 1 1 1 1 1
- 4. 104'-8" 167'-5" 129'-1" 300'-1" 118'-2" 73'-10" TRAVEL DISTANCE 134'-0" TRAVEL DISTANCE 465'-0" TRAVEL DISTANCE 465'-0" TRAVEL DISTANCE 118'-0" TRAVEL DISTANCE 473'-0" TRAVEL DISTANCE 225'-0" TRAVEL DISTANCE 285'-0" TRAVEL DISTANCE 250'-0" 389'-8" 82'-5 1/2" 205'-0" 152'-7" TRAVEL DISTANCE 250'-0" E E E LELE LE LE LE LE LELE LE LE LE LE LE LE LE LE LE LE LENL NL NL NLNLNLNL NL NL E E E E E E E E E EE E E E E E E E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 E E E E E E E E UP UP FE FE FE FE FE FE FE FE FE FE FE FE FEFEFE FE FE FE FE FE FE FE FE FE FE FE FE E FH E FH E FH E FH E FH E FH E FH E FH E FH FE FE E E E LELE LE LE LE LE E UP F FE FE FE 36x72 TABLE 24X60 RETURN 30X66 DESK 24X66 CREDENZA 24X60 RETURN 30X66 DESK 24X66 CREDENZA BC 2 22 FRONT 12X48 12X4812X48 12X48 12X48 12X48 12X36 2 GROWTH HOTEL HOTEL MERLIN MACHINE REQUIRED FLOOR SPACE 5 BC 06 09 07 10 08 11 14 18 13 17 12 16 15 01 26 GROWTH 02 03 04 05 19 20 21 23 24 25 22 18X3618X36 24X60 RETURN 30X66 DESK 24X66 CREDENZA BC 5 5 12X48 12X48 BC APEX Lexmark Desk Top FLEXI CHECKS CAGE PRINT AREA 13,600 SQ.FT. INSERTING AREA 19,050 SQ.FT. SORTING AREA 13,200 SQ.FT. OPERATOR CONSOLE WORK TABLE WORK TABLE VENDOR OFFICE VENDOR AREA WORKBENCH LATHE BENCH WORK TABLE PARTS SHELVING STORAGE STORAGECABINET STOR.RACKS VENDOR OFFICE VENDOR WORK AREA OPENER TABLE POSTAGE METER AREA DESK OPERATOR CONSOLE P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET 6060 P RSF3 Folder P RST3 AutoLoad Tilt Table PRINT LINE #1 PRINT LINE #3 PRINT LINE #4 PRINT LINE #6 PRINT LINE #7 PRINT LINE #5 20 20 30 OceVP5160 ChecksPrinter FLAT #1 FLAT #2 TURBO #1 TURBO #2 FOLD #3 FOLD #1 FOLD #4 FOLD #2 FOLD #5 SORTER #1 SORTER #2 FLAT #3 30 20 20 30 A 20 20 20 MATERIAL PALLETS RACK MATERIAL MAIL PALLET FINISH CART RECYLE MATERIAL PALLETS MAIL PALLET FINISH CART RECYLE RACK MATERIAL MATERIAL PALLETS MAIL PALLET FINISH CART RECYLE RACK MATERIAL MATERIAL PALLETS MAIL PALLET FINISH CART RECYLE RACK MATERIAL 30 15 15 15 15 30 30 20 A 30 MATERIAL PALLETS MATERIAL PALLETS PALLET ENVELOPE PALLET ENVELOPE MATERIAL PALLETS FUTURE INSERTER #10 Single Loop Festoon LX568 Feeder Table 20 20 Oce'PS 466 Oce'PS 466 Universal Turnbar Loop Tub DLX Web Vision P 6060 Single Loop Festoon Oce'PS 466 Oce'PS 466 P RST3 AutoLoad Tilt Table P RSF3 Folder Web Vision P 6060 Single Loop Festoon P APER ROLL P APER ROLL P APER ROLL P APER ROLL 30 20 20 30 A 20 20 20 MATERIAL PALLETS RACK MATERIAL MAIL PALLET FINISH CART RECYLE MATERIAL P ALLET MATERIAL P ALLET OUTBOUND PALLETSTAGING PRE-SORT INBOUND PALLET STAGING MATERIAL PALLETS MAIL PALLET FINISH RACK MATERIAL MATERIAL PALLETS MAIL PALLET FINISH RACK MATERIAL PRINT LINE #8 PRINT LINE#9 2015 SLEEVING TABLE SLEEVES PALLET STRAPPER SLEEVING TABLE SLEEVES PALLET STRAPPER METER MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MATERIAL P ALLET MATERIAL P ALLET CAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGE CAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGE CAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGE CAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGE BURSTER BURSTER 20 2020 BURSTER AREA RACK 20 Oce'PS 466 Oce'PS 466 MCS Web Vision P Single Loop Festoon MCS Web Vision P Single Loop Festoon P RST3 AutoLoad Tilt Table P RSF3 Folder P RST3 AutoLoad Tilt Table P RSF3 Folder Trim Winder Uni stacker A LX550 Unwinder Trim Winder Unistacker A LX550 Unwinder 2 2 P RST3 AutoLoad Tilt Table P RSF3 Folder Web Vision P 6060 Single Loop Festoon Oce'PS 466 Oce'PS 466 30 20 2 11 11 11 11 60 1 60 1 FUTURESORTINGMACHINE 20 20 65 70 20165 APEX SORTER #3 STACKERMODULESTACKERMODULESTACKERMODULESTACKERMODULESTACKERMODULESTACKERMODULEINTERFACE MODULEWAYMARK MODULE FEEDER MODULE READER MODULE U-TURN MODULE PRINTER MODULETRANSITION MODULE MAGAZINE EXTENSION 32BINS32BINS32BINS32BINS32BINS32BINS 115 METER 115 20 60 1 RST3 AutoLoad TiltTable 20 20 RSF3 Folder 20 (X4)2 3 20(X4) 20 (X12)5 1 20(X2) 1 20(X2) 1 20(X2) 1 20(X2) 1 20(X2) P RSU4 Unwind P RSU4 Unwind P RSU4 Unwind P RSU4 Unwind P RSU4 Unwind P RSU4 Unwind COMPRESSED AIR REEL COMPRESSED AIR REEL COMPRESSED AIR REEL COMPRESSED AIR REEL COMPRESSED AIR REEL COMPRESSED AIR REEL COMPRESSED AIR REEL COMPRESSED AIR REEL 42"DISPLAY 42"DISPLAY CHARGER P APER ROLL P APER ROLL 15'-0"9'-0" 9'-0" 9'-0" 6'-0" 9'-0" O-2 OFFICE 141 O-1 OFFICE 133 O-2 OFFICE 132 CONFERENCE ROOM 134 WAITING AREA 135 STORAGE ROOM 140 OPEN OFFICE 136 WORK ROOM 130 WORK ROOM 131O-1 OFFICE 139 OPEN OFFICE 142 OFFICE 138 ELECT ROOM 137 MENS RESTROOM 144 WOMENS RESTROOM 143 MENS RESTROOM 148 WOMENS RESTROOM 146 STAIR TWO STAIR ONE VESTIBULE 101 ELECT ROOM 155 UPS ROOM 182 SERVER ROOM 171 SORTING AREA 193 IDF ROOM 194 IDF ROOM 185 CHECKS CAGE 187 VENDOR OFFICE 188 VENDOR WORK AREA 111 PRINT ROOM 186 INSERTING AREA 192 STORAGE ROOM 180 VENDOR AREA 189 VENDOR OFFICE 184 RECYCLE DOCK 108 CHARGING AREA 107 MENS RESTROOM 179 WOMENS RESTROOM 178 MENS RESTROOM 169 WOMENS RESTROOM 168 DOCK AREA 128 BREAK ROOM 102 WAREHOUSE AREA 127 PRINT ROOM 104 HALLWAY 149 NL NL NL NL FHN FEN FEN FEN FEN FEN FEN FEN FEN FEN FEN FEN FEN FEN FEN FEN FEN FEN FEN FEN FEN FEN FEN FEN FEN FEN FEN FEN FEN NL NL NLNL NL NLNLNL NL NL NLNL NL NL NL NL NL A14 A105 A07 A104 A07 A102 A07 A103 A07 A113 A07 A123 A07 A112 A07 A122 A07 A114 A07 A124 A14 A106 A14 A115 A14 A125 V01 A301 V01 A301 K01 A301 K07 A301 V01 A301 V01 A301 K07 A301 K07 A301 V01 A301 A01 A201 A01 A201 H01 A201 T01 A201 N01 A201 REPAIR EXISTING SMOKE CURTAIN SMOKE CURTAIN AREA = 7680 SF SMOKE CURTAIN AREA = 7680 SF SMOKE CURTAIN AREA = 7680 SF SMOKE CURTAIN AREA = 5728 SF SMOKE CURTAIN AREA = 3840 SF SMOKE CURTAIN AREA = 5680 SF SMOKE CURTAIN AREA = 1460 SF SMOKE CURTAIN AREA = 5680 SF SMOKE CURTAIN AREA = 7050 SF SMOKE CURTAIN AREA = 4850 SF SMOKE CURTAIN AREA = 5250 SF SMOKE CURTAIN AREA = 4780 SF SMOKE CURTAIN AREA = 2100 SF SMOKE CURTAIN AREA = 1790 SF NEW DEMISING PARTITION NEW DEMISING PARTITION NEW DEMISING PARTITION EXISTING PARTITION WALL EXISTING PARTITION WALL ADIABATIC PARTITION WALL EXISTING SMOKE CURTAINS TO BE ABANDON IN PLACE WHERE NEW CEILING @ USE 'F-1' CLEAR HEAD ROOM > 80" CLEAR HEAD ROOM > 80" CLEAR HEAD ROOM > 80" 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC N 04' 16' 1/16" = 1'-0" A07CODE ANAYLSIS FLOOR PLAN CODES ANAYLSIS RICHARD R. CLARK A011 BUILDING CODE SYNOPSIS: DETAIL CODES ANAYLSIS ON SHEET A011 & A012 2007 CALIFORNIA BUILDING STANDARDS CODE (CBSC) USE DESCRIPTION: PRODUCTION W/ SUPPORT OFFICE CONSTRUCTION TYPE: TYPE 'III - B' OCCUPANCY TYPE: NONSEPERATED USE GROUPS: 'B' & 'F-1' & 'S-1' FULLY SPRINKLED: YES BUILDING HEIGHTS AND AREAS : ACTUAL AREAS SITE AREA = 402,960.67 SF BUILDING AREA = 174,568 SF BUILDING FOOT PRINT = 159,515 SF BUILDING/LOT COVERAGE = 43.3 % LANDSCAPED AREA = 79,800 SF OFFICE AREA = 14,750 SF MEZZANINE AREA = 15,053 SF PRODUCTION AREA = 67,295 SF WAREHOUSE AREA = 77,470 SF TOTAL BUILDING AREA = 174,568 SF General Building Heights & Areas: (No Change) The existing building is a one story building with a mezzanine; the building has a foot print of 159,515sf and a total area of 174,568sf. An unlimited area is allowable per section 507.3, so long as the building meets the requirements of section 507.3.: The building must be (and is) provided with an automatic sprinkler system throughout and 60-feet set back on all sides. MEANS OF EGRESS: CALCULATED OCCUPANT LOAD PER TABLE 1004.1.1 • OFFICE OL =148 OCCUPANTS (14750 SF/100) => 148. OL • PRODUCTION OL = 337 OCCUPANTS (67295 SF/200) => 337. OL • WAREHOUSE OL = 155 OCCUPANTS (77470 SF/500) => 155. OL • MEZZ. OL = 151 OCCUPANTS (15053 SF/100) => 151. OL • GROUND FLOOR OL = 640 OCCUPANTS (148 + 337 + 155) => 640. OL Means of egress: Occupant load analysis finds that the occupant load factor for the building will be increased by 136 occupants per code, giving the building an occupant load total of 788 occupants. The building meets egress requirements based upon this analysis. The quantity of exits and the exiting widths meet the egress requirements. No additional rated exits or horizontal exits are required. All existing rated exits and horizontal exits shall be maintained. One egress door from the 'OPC office' area will be changed so that it will swing out with the direction of egress. ACCESSIBILITY: BUILDING & FACILITIES SHALL BE ACCESSIBLE IN ACCORDANCE WITH CBC2007 & ICC/ANSI A117.1 & ADA Accessibility: (No Significant Change) The property shall be required to comply with current codes as adopted by the JHA and with Federal ADA. No major issues are readily apparent, but there are minor items that may need correction based on the JHA's full review of plans and thier inspection of construction. PARKING & ACCESSIBLE PARKING: PARKING: 29803 GFA / 250 = 120 SPACES (OFFICE: 1 PER 250 GFA) PARKING: 67295 GFA / 600 = 113 SPACES (PRODUCTION: 1 PER 600 GFA) PARKING: 77470 GFA (20/1 + 20/2 + 37470/4000) => 40 SPACES (WAREHOUSE) TOTAL REQD PARKING: 120 + 113 + 40 = 273 SPACES PARKING STALLS TBP: 321 SPACES MOTORCYCLE PARKING = 3 SPACES ACCESSIBLE PARKING = 8 SPACES, ONE OF WHICH TO BE VAN ACCESSIBLE Parking: (Only Change in Parking is the Loss of Six Parking Stalls) There appear to be 327 existing parking stalls provided. Due to the change in occupancy 273 standard stalls will be required per calculation. Additionally, three motorcycle spaces will be required and of the 321 stalls to be provided, eight stalls must be accessible parking stalls, at least one of which must be a van accessible parking stall. PROJECT DESCRIPTION: THIS PROJECT IS A TENANT IMPROVEMENT PROJECT OF AN EXISTING ONE STORY BUILDING FOR FARMERS' INSURANCE COMPANY IN AN EXISTING BUILDING FOR NON-SEPARATED USE GROUPS: 'B', 'F-1' & 'S-1' 1 X01 A101 PLAN NOTE WALL TYPE DOOR NUMBER REVISION NUMBER OFFICE 101 ROOM NAME AND NUMBER NEW DOOR EXISTING DOOR TO BE REMOVED EMERGENCY LIGHT EXIT LIGHT FIRE EXTINGUISHER EMERGENCY LIGHT WALL MOUNTED AT 46" A.F.F. WALL MOUNTED CEILING MOUNTED CEILING MOUNTED WALL MOUNTED EXIT LIGHT EXISTING DOOR TO REMAIN OFFICE 101 S S S S S S S S S S S S S S S S S S GFI E R INDICATES EXISTING TO REMAIN INDICATES EXISTING IN RELOCATED LOCATION INDICATES GROUND FAULT INTERCEPT ONE-HOUR RATED WALL TWO-HOUR RATED WALL ONE-HOUR SMOKE WALL TWO-HOUR SMOKE WALL FIRE / HORN / STROBE PULL 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. STROBE LIGHT WALL MOUNTED SMOKE DETECTOR EXISTING WALL TO BE REMOVED COLUMN REFERENCE NUMBER WALL SECTION OR DETAIL REFERENCE NEW WALL EXISTING WALL TO REMAIN 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. ADDITION OF TENANT'S PRODUCTION EQUIPMENT 4. MODIFIED ELECTRICAL SERVICE, POWER, LIGHTING & COMMUNICATIONS 5. ADDITION OF HVAC - CONDITIONED SPACE 6. ADDITION OF A GENERATOR ON SITE DEFERRED SUBMITTALS: 1. MODIFIED FIRE PROTECTION - FIRE SPRINKLERS/STANDPIPE 2. FIRE ALARM 3. HIGH PILE STORAGE PER CH.23 OF THE CALIFORNIA FIRE CODE FIRE DEPARTMENT APPROVAL WILL BE NECESSARY FOR ALTERNATION OF EXISTING FIRE SPRINKLER SYSTEM, FIRE ALARM & HIGH PILE STORAGE PLAN. 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. LEGEND: W01LEGEND A01PERMIT & CODE INFORMATION INDICATES EGRESS TRAVEL DISTANCE STARTING POINT GRAVITY VENT N INDICATES NEW n n n = NL (NEW) n = LE (EXISTING) FIRE HOSE WALL MOUNTED AT 46" A.F.F. SKY LIGHT 1. NOVEMBER 25, 2008 - RESUBMITTAL TO HAI # MAM8004.001-583 (PERMIT # 12949) INDICATES TRAVEL DISTANCE TO NEAREST RESTROOM 1 1
- 5. COPIER COPIER PR PR PR FAX FAX PR PR PRPRPR FAX FAX FAX DOWN COPIER E COPIER DOWN PR BC FAX FAX DD DD DDDD E FAX PR D D D D D D D B B DD PRFAX FAX 5 5 5 5 PR DATA ROOM JANITOR MEN'S TOILETWOMEN'S TOILET 242P 442P 442P 442P 442P342P 242N 342P 342P 242N 242N 342P 342P 342P442P442P342P 342P 242N242N 242N 242N 342N 342P 342P 342P442P442P342P 242N242N 342P 342P 342P 342N 242N 342N 242N 442P 442P 442P 442P 442P 442P 442P 3062P362P362P 6 2C N 362GN 262P462P362P 6 2C N 362GN 262P462P362P 6 2C N 362GN 262N 262P 3062P362P362P 6 2C N 362GN 3042N 342N 342N 242P 6060 6060 6060 24606060 2460 2460 24606060 6060 6060 6060 2460 6060 60602460 2460 2460 6060 60602460 2460 2460 6060 60602460 2460 2460 6060 60602460 2460 2460 6060 60602460 2460 2460 6060 60602460 2460 2460 6060 60602460 2460 2460 6060 2460 2460 2460 2460 2460 6060 6060 6060 6060 2460 6060 6060 6060 2460 2460 6060 6060 2460 2460 6060 6060 6060 606060606060606024602460 6060 442P 442P 262P462P362P 6 2C N 362GN 442N 442N442N LE LE LE LE LE LE LE E E FE FE STAIR TWO STAIR ONE MENS RESTROOM 204 WOMENS RESTROOM 205 182'-0" 70'-3" TRAVEL DISTANCE 136'-0" TRAVEL DISTANCE 193'-0" FINISH FLOOR 11' - 6" AFF +/- 183 AIR COMPRESSOR EXISTING TO REMAIN OUTLINE OF VAULT BELOW LADDER AIR COMPRESSOR EQUIPMENT PLATFORM 183 N FE A07 A125A07 A115A07 A105 CEILING PER SCHEDULE 7'-8" AFF BUILDING CODE ANALYSIS SUMMARY General: JHA (Jurisdiction Having Authority); City of Chino California. Fees for permit and review based upon valuation. Codes adopted by the JHA: part 2, 2007 California building code, part 3, 2007 California electrical code, part 4, 2007 California mechanical code, part 5, 2007 California plumbing code, part 9, 2007 California fire code. PROJECT: FARMERS INSURANCE OPC RELOCATION TO CHINO CALIFORNIA 13950 RAMONA AVE; CHINO, CA 91710 PROJECT DESCRIPTION: INTERIOR TENANT IMPROVEMENT OF A ONE-STORY BUILDING JURISDICTIONS HAVING AUTHORITY: CITY OF CHINO, CA - COMMUNITY DEVELOPMENT: BUILDING & PLANNING CHINO VALLEY INDEPENDENT FIRE DISTRICT - FIRE MARSHALL GOVERNING CODES: APPLICABLE BUILDING CODES AS ADOPTED BY THE CITY OF CHINO: 2007 CALIFORNIA BUILDING STANDARDS CODE (CBSC) PART 2; 2007 CALIFORNIA BUILDING CODE (CBC) PART 3; 2007 CALIFORNIA ELECTRICAL CODE (CEC) PART 4; 2007 CALIFORNIA MECHANICAL CODE (CMC) PART 5; 2007 CALIFORNIA PLUMBING CODE (CPC) PART 9; 2007 CALIFORNIA FIRE CODE (CFC) US DEPARTMENT OF JUSTICE; AMERICANS W/ DISABILITIES ACT PER 2007 CBSC: USE AND OCCUPANCY CLASSIFICATION : NONSEPARATED USE GROUPS; 'B' & 'F-1' & 'S-1' Use & Occupancy: The existing building occupancy type is defined per the documents as B2. The building is construction type III - B per table 503 and occupancy use groups are; B (Business), F-1 (Factory Industrial) & S-1 (Moderate Hazard Storage) GENERAL BUILDING HEIGHTS AND AREAS: • ALLOWABLE HEIGHT PER TABLE 503 ( TYPE III B - GROUP B ) = 55 FEET & 4 STORIES • ALLOWABLE HEIGHT INCREASES (20 FT & 1 STORY) • ALLOWABLE HEIGHT WITH INCREASES = 75 FEET & 5 STORIES ALLOWABLE HEIGHT EXCEEDS ACTUAL HEIGHT ACTUAL BUILDING HEIGHT = 33 FEET & ONE STORY • ALLOWABLE AREA /FLOOR IS 19,000 SF PER TABLE 503 • ALLOWABLE AREA INCREASE = 14,250 SF PER 506.2 (FRONTAGE) 100(1699/1699-0.25)(30/30) • ALLOWABLE AREA INCREASE = 38,000 SF PER 506.3 (SPRINKLER) 200% TOTAL ALLOWABLE AREA IS UNLIMITED PER SEC 507.3 ALLOWABLE AREA (UNLIMITED) > (174,568 SF) ACTUAL BUILDING AREA General Building Heights & Areas: (No Change) The existing building is a one story building with a mezzanine; the building has a foot print of 159,515sf and a total area of 174,568sf. An unlimited area is allowable per section 507.3, so long as the building meets the requirements of section 507.3.: The building must be (and is) provided with an automatic sprinkler system throughout and 60-feet set back on all sides. ACTUAL AREAS SITE AREA = 402,960.67 SF BUILDING AREA = 174,568 SF BUILDING FOOT PRINT = 159,515 SF BUILDING/LOT COVERAGE = 43.3 % LANDSCAPED AREA = 79,800 SF OFFICE AREA = 14,750 SF MEZZANINE AREA = 15,053 SF PRODUCTION AREA = 67,295 SF WAREHOUSE AREA = 77,470 SF TOTAL BUILDING AREA = 174,568 SF TYPE OF CONSTRUCTION: LEAST RESISTIVE TYPE OF CONSTRUCTION: TYPE III B (AUTOMATIC SPRINKLER SYSTEM THROUGHOUT) FIRE-RESISTANCE RATING REQD FOR BUILDING ELEMENTS PER TABLE 601: • STRUCTURAL FRAME 0 • EXT BEARING WALLS 2 • INT BEARING WALLS 0 • EXT NONBEARING WALLS 0 • INT NONBEARING WALLS 0 • FLOOR CONSTRUCTION 0 • ROOF CONSTRUCTION 0 FIRE-RESISTANCE RATINGS TBP SHALL MEET OR EXCEED REQD RATINGS FIRE-RESISTANCE RATING REQD FOR EXTERIOR WALL BASED ON FIRE SEPARATION DISTANCE PER TABLE 602 Construction type(s): (No Change) The existing building is defined as a type III - B per the documents. Per table 601, exterior bearing walls must have a two hour fire resistance rating and the existing exterior bearing walls meet the requirement. Other building elements have no fire resistance rating requirements per table 601. FIRE-RESISTANCE-RATED CONSTRUCTION: PROJECTIONS FROM WALLS PER SEC 704.2.1 MAX AREA OF EXTERIOR WALL OPENINGS: NO LIMIT PER TABLE 704.8 PARAPETS ARE REQD PER 704.11 & PARAPET IS EXISTING SHAFTS AND VERTICAL EXIT ENCLOSURES ARE TBP PER SEC 707 SHAFT ENCLOSURE FIRE-RESISTIVE RATING TBP IS 1 HOUR OPENING PROTECTIVE FIRE-PROTECTION RATINGS: 90 MINUTE RATED EXTERIOR DOORS & 60 MINUTE RATED DOORS IN 1-HOUR SHAFTS, EXIT ENCLOSURES & EXIT PASSAGEWAY WALLS TBP PER TABLE 715.4 RATED FIRE-RESISTANCE PERIODS FOR WALL PER TABLE 719.1(2) EXISTING EXT WALLS PER TABLE 720.1(2) ITEM 4-1.1 INT WALLS PER TABLE 720.1(2) ITEM 13 OR ASSEMBLIES PER GA & UL 1HR SHAFT ENCLOSURES PER TABLE 720.1 OR ASSEMBLIES PER GA & UL 1HR ELEVATOR EQUIPMENT ROOMS PER TABLE 720.1 OR ASSEMBLIES PER GA & UL 1HR CORRIDORS PER TABLE 720.1 OR ASSEMBLIES PER GA & UL Fire Resistance Rated Construction: (No Change) Existing assemblies shall be maintained, but per section 508.3.2 no new fire rated assemblies are be required for separation between uses. Draft stops, smoke partitions and/or smoke barriers are required and all required existing assemblies shall be maintained per chapter 7 & chapter 9. INTERIOR FINISHES: CLASS 'C' INT FIN MATERIALS ARE THE PERMITTED MIN PER TABLE 803.5 FIRE PROTECTION SYSTEMS: AUTOMATIC SPRINKLER SYSTEM, STANDPIPE SYSTEM, PORTABLE FIRE EXTINGUISHERS, FIRE ALARM SYSTEM & SMOKE ALARM SYSTEMS SHALL BE PROVIDED PER CHAPTER NINE OF THE CALIFORNIA FIRE CODE. Fire Protection: The building has existing fire protection that must be re-designed and modified to provide the building with fire protection in accordance with the proposed plan. An automatic sprinkler system is required throughout per section 903.3.1.1. MEANS OF EGRESS: CALCULATED OCCUPANT LOAD PER TABLE 1004.1.1 • OFFICE OL =148 OCCUPANTS (14750 SF/100) => 148. OL • PRODUCTION OL = 337 OCCUPANTS (67295 SF/200) => 337. OL • WAREHOUSE OL = 155 OCCUPANTS (77470 SF/500) => 155. OL • MEZZ. OL = 151 OCCUPANTS (15053 SF/100) => 151. OL • GROUND FLOOR OL = 640 OCCUPANTS (148 + 337 + 155) => 640. OL EGRESS WIDTH PER OCCUPANT SERVED PER TABLE 1005.1 (W/ AUTOMATIC SPRINKLER SYSTEM) • REQUIRED EGRESS CLR WIDTH AT STAIRWAYS = 44" (151 / 2 = 76 & 76 * 0.2 = 15.2") • STAIRWAY EGRESS CLR WIDTH REQD & TBP = 44" PER SEC 1009.1 • REQUIRED EGRESS CLR WIDTH AT OTHER EGRESS COMPONENTS = 34" MEZZANINE; TWO EXITS REQ. (151 / 2 = 76 & 76 * 0.15 = 11.4") GROUND FLOOR; THREE EXITS REQ. (640 / 3 = 213 & 213 * 0.15 = 31.95") • EGRESS CLR WIDTH REQD & TBP @ DOORS = 34" • EGRESS CLR WIDTH REQD @ CORRIDORS = 44" PER SEC 1017.2 • EGRESS CLR WIDTH REQD @ PASSAGEWAYS = 44" PER SEC 1021.2 • EGRESS CLR WIDTH REQD @ AISLEWAYS = 44" OR 36" PER SEC 1014.4 EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT PER SEC 1008.1.8 THREE EXITS OR EXIT ACCESS DOORWAYS (EAD) PER SEC 1016 (W/ SPRINKLER) EXC 2 REQD EXIT ACCESS TRAVEL DISTANCE IS 250 FT (300 FT IN B) (W/ SPRINKLER) PER TABLE 1016.1 REQD CORRIDOR FIRE-RESISTANCE RATING IS ZERO (W/ SPRINKLER) PER TABLE 1017.1 DEAD ENDS SHALL BE LIMITED TO 20FT (50FT IN B & F) PER SEC 1017.3 EXCEPTION 2 MIN OF THREE EXITS ARE REQD & THREE EXITS ARE TBP PER TABLE 1019.1 VERTICAL EXIT ENCLOSURES TBP SHALL MEET OR EXCEED SEC 1020 Means of egress: Occupant load analysis finds that the occupant load factor for the building will be increased by 136 occupants per code, giving the building an occupant load total of 788 occupants. The building meets egress requirements based upon this analysis. The quantity of exits and the exiting widths meet the egress requirements. No additional rated exits or horizontal exits are required. All existing rated exits and horizontal exits shall be maintained. One egress door from the 'OPC office' area will be changed so that it will swing out with the direction of egress. Egress doors: There is one required egress door at the southwest corner of the building where the conveyor is to be removed and these doors must be maintained for exiting. While there may be no specific code section addressing this unique condition, sections from chapter ten of the code suggest that these two doors & associated steps be modified once the conveyor belt is removed and that the modification would make possible that occupants could exit the building without first climbing stairs. Light storage area (above the vault at the southeast corner of the building): The area above the vault shall have an automatic fire protection system per code. Use of the mezzanine above the vault will be limited by code to a space that requires only one means of egress (where that means of egress is a ladder) and a use group of S-2 (Low Hazard Storage) ACCESSIBILITY: BUILDING & FACILITIES SHALL BE ACCESSIBLE IN ACCORDANCE WITH CBC2007 & ICC/ANSI A117.1 & ADA Accessibility: (No Significant Change) The property shall be required to comply with current codes as adopted by the JHA and with Federal ADA. No major issues are readily apparent, but there are minor items that may need correction based on the JHA's full review of plans and thier inspection of construction. OTHER: Energy: The building must comply with current Title 24 energy requirements. Additional insulation shall be required and provided at the building's envelope. A complete review by a licensed 'MEP' engineer will be necessary. Structural: Structural calculations and design will be required for any new equipment, both on the roof, slab or elsewhere and for any required modifications to the structure of the existing building. A complete review by a licensed structural engineer will be necessary. Soils, foundations, slabs: Core samples to verify existing conditions for the slab on grade may either be advisable or required. Tests & special inspections: Special inspections of the existing slab on grade may be required by the JHA and there may be other required tests and special inspections. A complete review by a licensed structural engineer will be necessary. Seismic: A structural evaluation will be required for the existing building. Existing and new ceilings may &/or will need to meet seismic requirements for ceilings; clips, struts & diagonal wires. Racks and equipment will need to meet seismic requirements. A complete review by a licensed structural engineer will be necessary. Electrical: The building must comply with current Title 24 energy requirements. A complete review by a licensed 'MEP' engineer will be necessary. Mechanical Systems; It may be necessary to insulate roof drains above the new ceiling. The building must comply with current Title 24 energy requirements. Any new HVAC unit installed will require structural calculations and seismic stabilization. A complete review by a licensed 'MEP' engineer and a licensed structural engineer will be necessary. Plumbing Systems (Restrooms): The plumbing fixture count is adequate per code for the building and its proposed uses with a maximum travel distance to the nearest restroom of 475-feet. PARKING & ACCESSIBLE PARKING: PARKING: 29803 GFA / 250 = 120 SPACES (OFFICE: 1 PER 250 GFA) PARKING: 67295 GFA / 600 = 113 SPACES (PRODUCTION: 1 PER 600 GFA) PARKING: 77470 GFA (20/1 + 20/2 + 37470/4000) => 40 SPACES (WAREHOUSE) TOTAL REQD PARKING: 120 + 113 + 40 = 273 SPACES PARKING STALLS TBP: 321 SPACES MOTORCYCLE PARKING = 3 SPACES ACCESSIBLE PARKING = 8 SPACES, ONE OF WHICH TO BE VAN ACCESSIBLE Parking: (Only Change in Parking is the Loss of Six Parking Stalls) There appear to be 327 existing parking stalls provided. Due to the change in occupancy 273 standard stalls will be required per calculation. Additionally, three motorcycle spaces will be required and of the 321 stalls to be provided, eight stalls must be accessible parking stalls, at least one of which must be a van accessible parking stall. Planning: The planning department will require submittal for any exterior scope, such as new HVAC units or generators and they may require screening for any such equipment located outside the building. Any new equipment (generators) located on the site will absorb some of the existing parking spaces. Landscape: (No Change) Ten-foot width of landscape at street frontage is required. 10% of the parking lot & 15% of 9.25 acre site is required to be landscape and per calculation, 19.8% of site is landscape. (10% of parking lot plus 15% of site equals 19.06% required landscape) PLUMBING FIXTURES PER TABLE 4-1, PER 2007 CBC BUILDING TOTAL: USE OCCUPANT LOAD WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE B F S 149+34+16= 199 OL 199 / 2 = 100 100 MALE & 100 FEMALE REQD = 6 TBP = 8 REQD = 7 TBP = 13 REQD = 5 TBP = 12 REQD = 5 TBP = 12 REQD = 2 TBP = 3 H/L * SERVICE SINK: REQD = 1 TBP = 3REQD = 2 TBP = 6 TOTAL FOR GROUND LEVEL: USE OCCUPANT LOAD WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE B 74 OL 74 / 2 = 37 37 MALE & 37 FEMALE REQD = 3 TBP = 2 REQD = 4 TBP = 3 REQD = 2 TBP = 3 REQD = 2 TBP = 3 REQD = 1 TBP = 1 H/L * SERVICE SINK: REQD = 1 TBP = 1REQD = 1 UR TBP = 1 UR F S 34+16=50 OL 50 / 2 = 25 25 MALE & 25 FEMALE REQD = 2 TBP = 4 REQD = 2 TBP = 7 REQD = 3 TBP = 7 REQD = 3 TBP = 7 REQD = 1 TBP = 1 H/L * SERVICE SINK: REQD = 1 TBP = 1 REQD = 0 TBP = 3 TOTAL FOR MEZZANINE: USE OCCUPANT LOAD WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER MALE FEMALE MALE FEMALE B 76 OL 76 / 2 = 38 38 MALE & 38 FEMALE REQD = 3 TBP = 2 REQD = 4 TBP = 3 REQD = 2 TBP = 2 REQD = 2 TBP = 2 REQD = 1 TBP = 1 H/L * SERVICE SINK: REQD = 1 TBP = 1REQD = 1 UR TBP = 2 UR PLUMBING FIXTURES AND FIXTURE FITTINGS : OCCUPANT LOAD FACTORS: GROUP B (200): 29803 SF / 200 = 149 GROUP F (2000): 67295 SF / 2000 = 34 GROUP S (5000): 77470 SF / 5000 = 16 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC N 04' 16' 1/16" = 1'-0" R19CODE ANAYLSIS PLAN - EQPM. PLATFORM CODES ANAYLSIS RICHARD R. CLARK A012 PROJECT DESCRIPTION: THIS PROJECT IS A TENANT IMPROVEMENT PROJECT OF AN EXISTING ONE STORY BUILDING FOR FARMERS' INSURANCE COMPANY IN AN EXISTING BUILDING FOR NON-SEPARATED USE GROUPS: 'B', 'F-1' & 'S-1' 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. ADDITION OF TENANT'S PRODUCTION EQUIPMENT 4. MODIFIED ELECTRICAL SERVICE, POWER, LIGHTING & COMMUNICATIONS 5. ADDITION OF HVAC - CONDITIONED SPACE 6. ADDITION OF A GENERATOR ON SITE DEFERRED SUBMITTALS: 1. MODIFIED FIRE PROTECTION - FIRE SPRINKLERS/STANDPIPE 2. FIRE ALARM 3. HIGH PILE STORAGE PER CH.23 OF THE CALIFORNIA FIRE CODE FIRE DEPARTMENT APPROVAL WILL BE NECESSARY FOR ALTERNATION OF EXISTING FIRE SPRINKLER SYSTEM, FIRE ALARM & HIGH PILE STORAGE PLAN. 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. ENVELOPE MANDATORY MEASURES: INSTALLED INSULATING MATERIAL SHALL HAVE BEEN CERTIFIED BY THE MANUFACTURER TO COMPLY WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIAL PER §118. ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH THE FLAME SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF SECTIONS 2602 AND 707 OF THE CBC. ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING ENVELOPE THAT ARE OBSERVABLE SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED OR OTHERWISE SEALED PER §117. SITE CONSTRUCTED DOORS, WINDOWS AND SKYLIGHTS SHALL BE CAULKED BETWEEN THE UNIT AND THE BUILDING, AND SHALL BE WEATHER-STRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS AND FIRE DOORS). MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL HAVE AIR INFILTRATION RATES CERTIFIED BY THE MANUFACTURER PER §116(a)1. MANUFACTURED FENESTRATION PRODUCTS MUST BE LABELED FOR U-FACTOR ACCORDING TO NFRC PROCEDURES. DEMISING WALL INSULATION (R-13) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED WALLS (EXCEPT DOORS). INSULATION MAY NOT BE INSTALLED DIRECTLY OVER SUSPENDED CEILINGS. COOL ROOFS MUST BE TESTED AND LABELED BY THE COOL ROOF RATING COUNCIL (CRRC). THE CRRC TEST PROCEDURE IS DOCUMENTED IN CRRC-1 AND INCLUDES TESTS FOR BOTH REFLECTANCE AND EMITTANCE AND COOL ROOFS SHALL BE INSTALLED PER §118 ON ALL OPAQUE PORTIONS OF THE ROOFING. ROOF INSULATION (R-19) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED ROOFS (EXCEPT SKYLIGHTS, MECHANICAL PENATRATIONS, ETC.). EXTERIOR WALL FURRING INSULATION (R-13) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED FURRING WALLS (EXCEPT DOORS). W01LEGEND A01PERMIT INFORMATIONA07BUILDING CODE ANALYSIS SUMMARYA19ENVELOPE MANDATORY MEASURES A13BUILDING CODE ANALYSIS SUMMARY N 04' 16' 1/16" = 1'-0" R26CODE ANAYLSIS FLOOR PLAN - MEZZANINE 1 X01 A101 PLAN NOTE WALL TYPE DOOR NUMBER REVISION NUMBER OFFICE 101 ROOM NAME AND NUMBER NEW DOOR EXISTING DOOR TO BE REMOVED EMERGENCY LIGHT EXIT LIGHT FIRE EXTINGUISHER EMERGENCY LIGHT WALL MOUNTED AT 46" A.F.F. WALL MOUNTED CEILING MOUNTED CEILING MOUNTED WALL MOUNTED EXIT LIGHT EXISTING DOOR TO REMAIN OFFICE 101 S S S S S S S S S S S S S S S S S S GFI E R INDICATES EXISTING TO REMAIN INDICATES EXISTING IN RELOCATED LOCATION INDICATES GROUND FAULT INTERCEPT ONE-HOUR RATED WALL TWO-HOUR RATED WALL ONE-HOUR SMOKE WALL TWO-HOUR SMOKE WALL FIRE / HORN / STROBE PULL 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. STROBE LIGHT WALL MOUNTED SMOKE DETECTOR EXISTING WALL TO BE REMOVED COLUMN REFERENCE NUMBER WALL SECTION OR DETAIL REFERENCE NEW WALL EXISTING WALL TO REMAIN LEGEND: GRAVITY VENT N INDICATES NEW n n n = NL (NEW) n = LE (EXISTING) FIRE HOSE WALL MOUNTED AT 46" A.F.F. SKY LIGHT INDICATES EGRESS TRAVEL DISTANCE STARTING POINT INDICATES TRAVEL DISTANCE TO NEAREST RESTROOM 1 1. NOVEMBER 25, 2008 - RESUBMITTAL TO HAI # MAM8004.001-583 (PERMIT # 12949) 1
- 6. ACCESSIBLE ROUTE MIN. MIN.MIN. MIN.MIN. MIN. MIN. MIN. 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01SIGNAGE SIGNAGE RICHARD R. CLARK A013
- 7. 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01ACCESSIBILITY REFERENCES FIG. 11B-3 FIG. 11A-A FIG. 11B-1A FIG. 11B-4 FIG. 11B-5A FIG. 11B-5B FIG. 11A-B FIG. 11B-1B FIG. 11B-1C FIG. 11B-1D FIG. 11B-10 FIG. 11B-11 FIG. 11B-12 FIG. 11A-A FIG. 11B-1A FIG. 11B-1A FIG. 11A-B FIG. 11B-1D FIG. 11B-12 FIG. 11B-5B FIG. 11B-5B FIG. 11B-5A FIG. 11B-5A FIG. 11B-3 ACCESSIBILITY REFERENCES RICHARD R. CLARK A014
- 8. 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01ACCESSIBILITY REFERENCES FIG. 11B-5C FIG. 11B-5D FIG. 11B-5E FIG. 11B-5F FIG. 11B-6 FIG. 11B-7A FIG. 11B-7B FIG. 11B-16 FIG. 11B-17 FIG. 11B-18A FIG. 11B-18B FIG. 11B-19A FIG. 11B-19B FIG. 11B-19C FIG. 11B-20A FIG. 11B-20B FIG. 11B-20C FIG. 11B-20D FIG. 11B-20E FIG. 11B-33 TABLE 11B-6 ACCESSIBILITY REFERENCES RICHARD R. CLARK A015
- 9. 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01ACCESSIBILITY REFERENCES FIG. 11B-21 FIG. 11B-23A FIG. 11B-23B FIG. 11B-26A FIG. 11B-26B FIG. 11B-27 FIG. 11B-29 FIG. 11B-30 FIG. 11B-31 FIG. 11B-32 FIG. 11B-35 FIG. 11B-37 ACCESSIBILITY REFERENCES RICHARD R. CLARK A016
- 10. NEW ELECTRICAL SERVICE. RE: ELECTRICAL NEWLANDSCAPED ISLAND. 9 5 10 10 10 10 4 10 5 10 10 10 10 10 3 6 7 8 8 10 10 6 6 10 10 10 5 5 10 8 910559 651056 RE: A401FOR REMODELED EXIT NEW GENERATOR IN SOUND ATTENUATING ENCLOSURE. LOSS OF ONE PARKING SPACE. EXISTING ACCESSIBLE PARKING LOSS OF 5 PARKING SPACES. EXISTING ACCESSIBLE PARKING EXISTING BUILDING A27/A021 H27/A021 O01 A301 11'-1"+/- 35'-4" +/- A01 A201 H01 A201 N01 A201 T01 A201 A09 A021 A20 A021 F27 A021 EXISTING ISLAND TO REMAIN NEW CONCRETE PAD FOR GENERATOR RE: STRUCT. NEW ISLAND. LANDSCAPE AND IRRIGATE TO MATCH EXISTING. SOUND ATTENUATING ENCLOSURE TO MEET AND EXCEED CITY OF CHINO NOISE ORDINANCE 20'-0"VERIFY 40'-0" VERIFY 11'-1"+/- 35'-4" +/- TOP OF NEW CONCRETE SLAB FOR GENERATOR TO BE EQUAL TO THE HIGHEST POINT OF ADJACENT ASPHALT. FIELD VERIFY EXISTING ELEVATIONS. A09 A021 A20 A021 F27 A021 NEW WALK AND CURB IN LOCATION OF EXISTING PARKING SPACE EXISTING WALK TO BE REMOVED IN THIS AREA AND SHRUBS RELOCATED. EXTEND CONC. SIDEWALK AND ELECTRICAL PAD FOR NEW SERVICE TRANSFORMER EXISTING LIGHT FIXTURE TO REMAIN EXISTING HYDRANT TO REMAIN EXISTING SHRUBS TO REMAIN EXISTING BOLLARDS TO REMAIN EXISTING CONC. SIDEWALK AND ELECTRICAL PAD NEW WALK AND CURB TO MATCH EXISTING SEE DETAILS R27:A021 NEW WALK AND TRANSFORMER PAD TO MATCH EXISTING SEE DETAILS R27:A021 NEW CONC. SIDEWALK OR TRANSFORMER PAD. SIDEWALK TO BE 4" CONC. WITH 6X6 WWF ON 4" CRUSHED ROCK. NEW TRANSFORMER PAD TO MATCH EXISTING THICKNESS AND REINFORCING OR PER UTILITY SPECS. PROVIDE 24" #4 DOWELS AT 16" OC. DRILL AND EPOXY 6" MIN. INTO EXISTING SLAB. NEW CONC. EXTENDED FROM EXISTING NEW CONC. SIDEWALK OR TRANSFORMER PAD. SIDEWALK TO BE 4" CONC. WITH 6X6 WWF ON 4" CRUSHED ROCK. NEW TRANSFORMER PAD TO MATCH EXISTING THICKNESS AND REINFORCING OR PER UTILITY SPECS. NEW CONC. 18'-3" 35'-4" 18'-3" 35'-4" 18'-3" 11'-0" 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC N 1" = 30'-0" A01SITE PLAN SITE PLAN R.E. CLARK A021 BUILDING HEIGHTS AND AREAS : ACTUAL AREAS SITE AREA = 402,960.67 SF BUILDING AREA = 174,568 SF BUILDING FOOT PRINT = 159,515 SF BUILDING/LOT COVERAGE = 43.3 % LANDSCAPED AREA = 79,800 SF General Building Heights & Areas: (No Change) The existing building is a one story building with a mezzanine; the building has a foot print of 159,515sf and a total area of 174,568sf. An unlimited area is allowable per section 507.3, so long as the building meets the requirements of section 507.3.: The building must be (and is) provided with an automatic sprinkler system throughout and 60-feet set back on all sides. ACCESSIBILITY: BUILDING & FACILITIES SHALL BE ACCESSIBLE IN ACCORDANCE WITH CBC2007 & ICC/ANSI A117.1 & ADA Accessibility: (No Significant Change) The property shall be required to comply with current codes as adopted by the JHA and with Federal ADA. No major issues are readily apparent, but there are minor items that may need correction based on the JHA's full review of plans and thier inspection of construction. PARKING & ACCESSIBLE PARKING: PARKING: 29803 GFA / 250 = 120 SPACES (OFFICE: 1 PER 250 GFA) PARKING: 67295 GFA / 600 = 113 SPACES (PRODUCTION: 1 PER 600 GFA) PARKING: 77470 GFA (20/1 + 20/2 + 37470/4000) => 40 SPACES (WAREHOUSE) TOTAL REQD PARKING: 120 + 113 + 40 = 273 SPACES PARKING STALLS TBP: 321 SPACES MOTORCYCLE PARKING = 3 SPACES ACCESSIBLE PARKING = 8 SPACES, ONE OF WHICH TO BE VAN ACCESSIBLE Parking: (Only Change in Parking is the Loss of Six Parking Stalls) There appear to be 327 existing parking stalls provided. Due to the change in occupancy 273 standard stalls will be required per calculation. Additionally, three motorcycle spaces are required and of the 321 stalls to be provided, eight stalls must be accessible parking stalls, at least one of which must be a van accessible parking stall. 1/8" = 1'-0" A27NEW GENERATOR PLAN 1/8" = 1'-0" H27NEW ELECTRICAL SERVICE 1/8" = 1'-0" R27NEW ELECTRICAL SERVICE 1/8" = 1'-0" F27NEW GENERATOR ELEVATION 1. 12/10/2008 - ADDENDIM NO. 2 2. 01/12/2009 - ASI #2 RESUBMITTAL TO JHA (PERMIT #B08-1554) 1/8" = 1'-0" A09NEW GENERATOR ELEVATION 1/8" = 1'-0" A20NEW GENERATOR ELEVATION 222 2 1
- 11. 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01TITLE 24 - BUILDING ENVELOPE TITLE 42 BUILDING ENVELOPE RICHARD R. CLARK A031 GENERAL INFORMATION BUILDING TYPE CERTIFICATE OF COMPLIANCE ENV-1-C(Part 1 of 2) PROJECT NAME PROJECT ADDRESS PRINCIPAL DESIGNER-ENVELOPE DOCUMENTATION AUTHOR TELEPHONE TELEPHONE DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST DATE Building Permit # Checked by/Date Enforcement Agency Use 2005 Nonresidential Compliance Forms January 2006 RELOCATABLE - Indicate: specific climate - list ____________________________, or all climates PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION ALTERATION UNCONDITIONED METHOD OF ENVELOPE COMPLIANCE COMPONENT OVERALL ENVELOPE SUPPORTING FORMS SUBMITTED ENV-2-C (Component) ENV-3-C (Overall Envelope) ENV-4-C (Skylight Worksheet) STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMETNATION AUTHOR SIGNATURE DATE The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in sectiosn 110, 116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6. Please check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or mechanical engineer, or I am a licensed architect. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) PRINCIPAL ENVELOPE DESIGNER NAME SIGNATURE DATE LIC # ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures A13/A001 -or- A01/A031 INSTRUCTIONS TO APPLICANT ENVELOPE COMPLIANCE & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. ENV-1-C ENV-2-C ENV-3-C ENV-4-C Certificate of Compliance. Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. Use with the Envelope Component compliance method. Use with the Overall Envelope compliance method. Optional. Use for the minimum skylight requirements for large enclosed spaces. (file affidavit) FARMERS INSURANCE - O.P.C. RELOCATION 11/18/2008 13950 RAMONA AVE; CHINO, CA 91710 MATT MASILIONIS 816/842-1292 816/842-1292 11/18/2008 1050,046.SF X X X X MATT MASILIONIS MATT MASILIONIS 11/18/2008 X MATT MASILIONIS 11/18/2008 C29101 X X OPAQUE SURFACES CERTIFICATE OF COMPLIANCE ENV-1-C(Part 2 of 2) PROJECT NAME DATE 2005 Nonresidential Compliance Forms January 2006 Surface Type SQFT U-factor Insulation Cavity Continuous Actual Azimuth Tilt Condition Status* Joint App IV Reference Location/Comments (e.g.,Suspended Ceiling, Demising, etc.) NOTES TO FIELD For Building Use Only FENESTRATION SURFACES * N, E, A, (New, Existing, Altered) More than or equal to 10,000 ft of site-built fenestration area must include a label certificate issued by NFRC or provide a CEC Default Label Certificate using the default U-factors from Standard Tables 116-A and B. Certificate shall be filed in the contractor's project office during construction and in the building manager's office after construction. A B C D E F G H I J K Fenestration Name Fenestration Type Area Azimuth U- factor U-factor Type D A N Fenestration SHGC SHGC Type D C N 2 Condition Status 3 Location / Comments NOTES TO FIELD - For Bldg. Dept. Use Only U-factor Type: D, A or N (D for Default Table from Section 116, A for ACM Manual Appendix Default Table, or N for NFRC Labeled) SHGC Type: D, C or N (D for Default table from Section 116, C for Center of Glass, or N for NFRC). Condition Status: N, E, or A (New, Existing, or Altered). 1 1 2 3 EXTERIOR SHADING Fenestration Name Exterior Shade Type SHGC Window Height Width Length Height LExt. RExt. Overhang MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES The proposed building contains an enclosed space with floor area greater than 25,000 ft , a ceiling height greater than 15 feet, and an LPD for general lighting of at least 0.5 W/ft. If this box is checked, ENV-4-C must be filled out. NOTES TO FIELD - For Building Department Use Only 2 2 Construction Type KJIHGFEDCBA Window Window Window Window Skylight Skylight Skylight Skylight FARMERS INSURANCE - O.P.C. RELOCATION 11/18/2008 E0- WOOD 50046ROOF WALL-F WALL-3 FRAME CONCRETE METAL METAL FRAME WALL-F CONCRETE WALL-F CONCRETE 3494 10903 3789 7482 A A A N 90 90 90 90 0% 90% 180% 270% EXTERIOR EXTERIOR EXTERIOR DEMISING WALL-E METAL FRAME 830 E900% ADIABATIC E180-50046FLOOR SLAB ON GRADE DOORS METAL DOORS 142 E90 DOORS0.700 Area IV.5 A2-- -- -R-19 R-0- -- -R-19 0.153 - 0.167 0.049 IV.11 A30 IV.26 A1 IV.13 E5 IV.2 A22 WALL-3 METAL FRAME 345 N90180% DEMISING-R-19 ROOF/CEILING EAST FACE SOUTH FACE WEST FACE NORTH NORTH DEMISING FLOOR NORTH WALL-E METAL FRAME 3381 E90270% ADIABATIC-- 0.153 IV.11 A30 NORTH DEMISING DOORS METAL DOORS 21 E90 DOORS0.700 IV.5 A2-- DOORS METAL DOORS 142 E90 DOORS0.700 IV.5 A2-- DOORS METAL DOORS 21 E90 DOORS0.700 IV.5 A2-- 0% 90% 180% 270% - - - - R-13 IV.19 N17FURRING METAL FURRING METAL FURRING -- IV.13 E5 R-13 IV.19 N17 -- IV.13 E5 R-13 IV.19 N17 0.167 0.167 ENVELOPE COMPONENT METHOD ENV-2-C(Part 1 of 2) PROJECT NAME DATE WINDOW AREA CALCULATION FT×6 FT = SF×0.40 = SF MINIMUM STANDARD AREA SF SF DISPLAY AREA SF PROPOSED WINDOW AREA C. ENTER LARGER OF A OR B A. DISPLAY PERIMETER B. GROSS EXTERIOR WALL AREA January 20062005 Nonresidential Compliance Form D. ENTER PROPOSED WINDOW AREA If the PROPOSED WINDOW AREA is greater than the MAXIMUM STANDARD AREA then the envelope component method may not be used. E. WINDOW WALL RATIO = Proposed Window Area Divided by Gross Exterior Wall Area = F. WEST DISPLAY PERIMETER G. WEST EXTERIOR WALL AREA H. ENTER THE LARGER OF F AND G I. ENTER PROPOSED WEST WINDOW AREA If the PROPOSED WINDOW AREA is greater than the MAXIMUM STANDARD AREA then the envelope component method may not be used. J. WEST WINDOW WALL RATIO = Proposed West Window Area Divided by West Exterior Wall Area = SKYLIGHT AREA CALCULATION FT×6 FT = SF×0.40 = SF SF SF SF A. ATRIUM or SKYLIGHT HEIGHT GROSS ROOF AREA FT SF X 0.05 = SF X 0.10 = STANDARD ALLOWED SKYLIGHT AREA SF SFB. IF Atrium/Skylight Height in A <= 55 FT C. IF Height in A > 55 FT D. PROPOSED SKYLIGHT AREA SF If the PROPOSED SKYLIGHT AREA is greater than the STANDARD ALLOWED SKYLIGHT AREA then the envelope component method may not be used. SKYLIGHTS SKYLIGHT NAME (e.g., Sky-1, Sky-2) SKYLIGHT GLAZING # OF PANES U-FACTOR SOLAR HEAT GAIN COEFFICIENT With Curb With No Curb Plastic PROPOSED ALLOWED PROPOSED ALLOWED 40% of GROSS EXTERIOR WALL AREA WEST DISPLAY AREA 40% of WEST EXTERIOR WALL AREA MAXIMUM STANDARD WEST AREA PROPOSED WEST WINDOW AREA RELOCATABLE PUBLIC SCHOOL BUILDINGS - See §143(a)8 in the Energy Standards For Any (All) Climate Zone, use Table 143-C- Prescriptive Envelope Criteria. For Specific Climate Zone, use Table 143-A- Prescriptive Envelope Criteria. Specific Climate Zone Metal Identification Label - Place two labels on each relocatable building and indicate on the building plans. Any (All) Climate Zone Metal Identification Label - Place two labels on each relocatable building and indicate on the building plans. FARMERS INSURANCE - O.P.C. RELOCATION 11/18/2008 N/A 0 0 N/A 0 0 26,013. 10,405.2 10,405.2 0 4,134. 1,653.6 1,653.6 0 ENVELOPE COMPONENT METHOD ENV-2-C(Part 2 of 2) PROJECT NAME DATE OPAQUE SURFACES January 2006Nonresidential Compliance Form ASSEMBLY NAME (e.g. roof-1, Wall-1, Floor-1) TYPE (e.g. Roof, Wall, Floor) HEAT CAPACITY INSULATION R-VALUE* PROPOSED MINIMUM ALLOWED PROPOSED Joint Appendix IV REF MAXIMUM ALLOWED *For each assembly type, meet the minimum insulation R-value or the maximum assembly U-factor. WINDOWS WINDOW NAME (e.g., Window-1, Window-2) ORIENTATION Fenestration U-FACTOR # OF Fen. N E S W PROP. ALLOW. PANES SHGC* PROPOSED RSHG H V H/V OHF PROP. ALLOWED RSHG RSHG * From Fenestration Surfaces ENV-1-C, Part 2, Column G, or when Column H has a "C" identifier, calculate using the center of glass value SHGCc in SHGCFEN = .08 + (.86 x SHGCc)and enter value. ASSEMBLY U-FACTOR* COOL ROOFS - LOW-SLOPED- See Section 3.4 in the NRM and §118(i)3 and §143(a)1 in the Energy Standards for further description about exterior roofs and mandatory requirements for Cool Roofs. CHECK APPLICABLE BOXES Option 1 - Tested - Initial Thermal Emittance >= 0.75 and Initial Solar Reflectance >= 0.70 Proposed emittance and reflectance must be >= the standard when tested with CRRC-1 Proposed Standard 1. Enter proposed initial thermal emittance, einitial 2. Enter the proposed initial solar relectance, ρinitial If proposed >= to the standard then it complies. If proposed >= to the Standard then it complies. 3. When applying Liquid Field Applied Coatings, the coating must be applied with a minimum dry mil thickness of 20 mils across the entire roof surface and meet minimum performance requirments listed in §118(i)3 and Table 118-C. Select the applicable coating: Option 2 - CRRC - 1 Tested - Initial Thermal Emittance < 0.75 Aluminum-Pigmented Asphalt Roof Coating Cement-Based Roof Coating Other: _______________________________________________________ Proposed initial thermal emittance < 0.75 when tested with CRRC-1 Proposed Standard 1. Enter proposed initial thermal emittance, einitial 2. Enter the initial solar reflectance, ρinitial 3. To apply Liquid Field Applied Coating, the coating must be applied with a minimum dry mil thickness of 20 mils across the entire roof surface and meet minimum performance requirements listed in §118(i)3 and Table 118-C. Select theapplicable coating: Aluminum-Pigmented Asphalt Roof Coating Cement-Based Roof Coating Other: _______________________________________________________ CRRC - 1 Label Attached to Submittal (Note if no CRRC -1 label is available, this compliance method can not be used.) > .75 > .70 < 0.75 0.70 + [0.34 x (0.75 - einitial)] Go to line 2. Insert einitial value in calculation. ρ Standard FARMERS INSURANCE - O.P.C. RELOCATION 11/18/2008 ROOF R-19 R-19 0.051 WALL-F R-13 R-13 WALL-3 R-19 R-13 0.217 X 0.90 0.83 CRRC PRODUCT ID 0850-0009X WOOD FRAMED RAFTER ROOF CONCRETE FURRING METAL FRAMED DEMISING WALL DOORS FLOOR WALL-E ADIABATIC DEMISING OPAQUE METAL DOORS CONCRETE SLAB ON GRADE - - 16.80 - - - - R-0 - - - - - - 0.700 - - - 0.650 IV.2 A22 METAL IV.13 E5 IV.19 N17 0.167 0.049 IV.11 A300.153 IV.26 A1 IV.5 A2 - ENVELOPE MANDATORY MEASURES: INSTALLED INSULATING MATERIAL SHALL HAVE BEEN CERTIFIED BY THE MANUFACTURER TO COMPLY WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIAL PER §118. ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH THE FLAME SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF SECTIONS 2602 AND 707 OF THE CBC. ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING ENVELOPE THAT ARE OBSERVABLE SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED OR OTHERWISE SEALED PER §117. SITE CONSTRUCTED DOORS, WINDOWS AND SKYLIGHTS SHALL BE CAULKED BETWEEN THE UNIT AND THE BUILDING, AND SHALL BE WEATHER-STRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS AND FIRE DOORS). MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL HAVE AIR INFILTRATION RATES CERTIFIED BY THE MANUFACTURER PER §116(a)1. MANUFACTURED FENESTRATION PRODUCTS MUST BE LABELED FOR U-FACTOR ACCORDING TO NFRC PROCEDURES. DEMISING WALL INSULATION (R-13) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED WALLS (EXCEPT DOORS). INSULATION MAY NOT BE INSTALLED DIRECTLY OVER SUSPENDED CEILINGS. COOL ROOFS MUST BE TESTED AND LABELED BY THE COOL ROOF RATING COUNCIL (CRRC). THE CRRC TEST PROCEDURE IS DOCUMENTED IN CRRC-1 AND INCLUDES TESTS FOR BOTH REFLECTANCE AND EMITTANCE AND COOL ROOFS SHALL BE INSTALLED PER §118 ON ALL OPAQUE PORTIONS OF THE ROOFING. ROOF INSULATION (R-19) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED ROOFS (EXCEPT SKYLIGHTS, MECHANICAL PENATRATIONS, ETC.). EXTERIOR WALL FURRING INSULATION (R-13) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED FURRING WALLS (EXCEPT DOORS).
- 12. 13 1412111098 7654321 ABCDEFGHJKLMNOP E E E LELE LE LE LE LE LELE LE LE LE LE LE LE LE LE LE LE LENL NL NL NLNLNLNL NL NL E E E E E E E E E EE E E E E E E E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 E E E E E E E E UP UP FE FE FE FE FE FE FE FE FE FE FE FE FEFEFE FE FE FE FE FE FE FE FE FE FE FE FE E FH E FH E FH E FH E FH E FH E FH E FH E FH FE FE E E E LELE LE LE LE LE E UP F FE FE FE 36x72 TABLE 24X60 RETURN 30X66 DESK 24X66 CREDENZA 24X60 RETURN 30X66 DESK 24X66 CREDENZA BC 2 22 FRONT 12X48 12X4812X48 12X48 12X48 12X48 12X36 2 GROWTH HOTEL HOTEL MERLIN MACHINE REQUIRED FLOOR SPACE 5 BC 06 09 07 10 08 11 14 18 13 17 12 16 15 01 26 GROWTH 02 03 04 05 19 20 21 23 24 25 22 18X3618X36 24X60 RETURN 30X66 DESK 24X66 CREDENZA BC 5 5 12X48 12X48 BC APEX Lexmark Desk Top FLEXI CHECKS CAGE PRINT AREA 13,600 SQ.FT. INSERTING AREA 19,050 SQ.FT. SORTING AREA 13,200 SQ.FT. OPERATOR CONSOLE WORK TABLE WORK TABLE VENDOR OFFICE VENDOR AREA WORKBENCH LATHE BENCH WORK TABLE PARTS SHELVING STORAGE STORAGECABINET STOR.RACKS VENDOR OFFICE VENDOR WORK AREA OPENER TABLE POSTAGE METER AREA DESK OPERATOR CONSOLE P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL P APER ROLL MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET MATERIAL P ALLET 6060 P RSF3 Folder P RST3 AutoLoad Tilt Table PRINT LINE #1 PRINT LINE #3 PRINT LINE #4 PRINT LINE #6 PRINT LINE #7 PRINT LINE #5 20 20 30 OceVP5160 ChecksPrinter FLAT #1 FLAT #2 TURBO #1 TURBO #2 FOLD #3 FOLD #1 FOLD #4 FOLD #2 FOLD #5 SORTER #1 SORTER #2 FLAT #3 30 20 20 30 A 20 20 20 MATERIAL PALLETS RACK MATERIAL MAIL PALLET FINISH CART RECYLE MATERIAL PALLETS MAIL PALLET FINISH CART RECYLE RACK MATERIAL MATERIAL PALLETS MAIL PALLET FINISH CART RECYLE RACK MATERIAL MATERIAL PALLETS MAIL PALLET FINISH CART RECYLE RACK MATERIAL MATERIAL PALLETS PALLET ENVELOPE PALLET ENVELOPE MATERIAL PALLETS Single Loop Festoon LX568 Feeder Table 20 20 Oce'PS 466 Oce'PS 466 Universal Turnbar Loop Tub DLX Web Vision P 6060 Single Loop Festoon Oce'PS 466 Oce'PS 466 P RST3 AutoLoad Tilt Table P RSF3 Folder Web Vision P 6060 Single Loop Festoon P APER ROLL P APER ROLL P APER ROLL P APER ROLL 30 20 20 30 A 20 20 20 MATERIAL PALLETS RACK MATERIAL MAIL PALLET FINISH CART RECYLE MATERIAL P ALLET MATERIAL P ALLET OUTBOUND PALLETSTAGING PRE-SORT INBOUND PALLET STAGING MATERIAL PALLETS MAIL PALLET FINISH RACK MATERIAL MATERIAL PALLETS MAIL PALLET FINISH RACK MATERIAL PRINT LINE #8 PRINT LINE#9 2015 SLEEVING TABLE SLEEVES PALLET STRAPPER SLEEVING TABLE SLEEVES PALLET STRAPPER METER MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MATERIAL P ALLET MATERIAL P ALLET CAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGE CAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGE CAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGE CAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGE BURSTER BURSTER 20 2020 BURSTER AREA RACK 20 Oce'PS 466 Oce'PS 466 MCS Web Vision P Single Loop Festoon MCS Web Vision P Single Loop Festoon P RST3 AutoLoad Tilt Table P RSF3 Folder P RST3 AutoLoad Tilt Table P RSF3 Folder Trim Winder Uni stacker A LX550 Unwinder Trim Winder Unistacker A LX550 Unwinder 2 2 P RST3 AutoLoad Tilt Table P RSF3 Folder Web Vision P 6060 Single Loop Festoon Oce'PS 466 Oce'PS 466 30 20 2 11 11 11 11 60 1 60 1 FUTURESORTINGMACHINE 20 20 65 70 20165 APEX SORTER #3 STACKERMODULESTACKERMODULESTACKERMODULESTACKERMODULESTACKERMODULESTACKERMODULEINTERFACE MODULEWAYMARK MODULE FEEDER MODULE READER MODULE U-TURN MODULE PRINTER MODULETRANSITION MODULE MAGAZINE EXTENSION 32BINS32BINS32BINS32BINS32BINS32BINS 115 METER 115 20 60 1 RST3 AutoLoad TiltTable 20 20 RSF3 Folder 20 (X4)2 3 20(X4) 20 (X12)5 1 20(X2) 1 20(X2) 1 20(X2) 1 20(X2) 1 20(X2) P RSU4 Unwind P RSU4 Unwind P RSU4 Unwind P RSU4 Unwind P RSU4 Unwind P RSU4 Unwind COMPRESSED AIR REEL COMPRESSED AIR REEL COMPRESSED AIR REEL COMPRESSED AIR REEL COMPRESSED AIR REEL COMPRESSED AIR REEL COMPRESSED AIR REEL COMPRESSED AIR REEL 42"DISPLAY 42"DISPLAY CHARGER P APER ROLL P APER ROLL CHARGING STATION CHARGING STATION CHARGING STATION 15'-0"9'-0" 9'-0" 9'-0" 6'-0" 9'-0" BOX MAKER CHARGING STATION CHARGING STATION CHARGING STATION CHARGING STATION 5'-10" OVHD RACK (TYP.) GRAVITY FEED RACK FE EXISTING COMPRESSOR GRAVITY FEED RACK 4'-0" 3'-6" 5'-10" 4'-0" 3'-6" 18'-1" 14'-1" 6'-1" 10'-1" 29'-4" 12'-0" 17'-4" 109'-31/2"6'-7" CR DETEX DETEX CR CR CR CR CR CR 22'-2" 44'-6" CR CR 101 106 111 109 107 108 104 128 129 127 126 125 124 123 122 121 119 118 117 116 115 114 113 112 105 103 102 143 144 145 131 132 168 169 175 149 150 148 153 154 178179 137 146147 155 156 142 139 138 140 136 133 134 141 152 151 157 170 158161 165 167 172 173 174 193 192 191 189 186 187 185 188 184 171 180 CR 194 HVAC RACKS O-2 OFFICE 141 O-1 OFFICE 133 O-2 OFFICE 132 CONFERENCE ROOM 134 WAITING AREA 135 STORAGE ROOM 140 OPEN OFFICE 136 WORK ROOM 130 WORK ROOM 131O-1 OFFICE 139 OPEN OFFICE 142 OFFICE 138 ELECT ROOM 137 MENS RESTROOM 144 WOMENS RESTROOM 143 MENS RESTROOM 148 WOMENS RESTROOM 146 STAIR TWO STAIR ONE VESTIBULE 101 ELECT ROOM 155 SERVER ROOM 171 SORTING AREA 193 IDF ROOM 194 IDF ROOM 185 CHECKS CAGE 187 VENDOR OFFICE 188 VENDOR WORK AREA 111 PRINT ROOM 186 INSERTING AREA 192 STORAGE ROOM 180 VENDOR AREA 189 VENDOR OFFICE 184 RECYCLE DOCK 108 CHARGING AREA 107 MENS RESTROOM 179 WOMENS RESTROOM 178 MENS RESTROOM 169 WOMENS RESTROOM 168 DOCK AREA 128 BREAK ROOM 102 WAREHOUSE AREA 127 PRINT ROOM 104 HALLWAY 149 NL NL NL NL SECURITY 19'-0" HVAC NL NL NLNL NL NLNLNL NL NL NLNL NL NL NL NL NL A14 A105 A07 A104 A07 A102 A07 A103 A07 A113 A07 A123 A07 A112 A07 A122 A07 A114 A07 A124 A14 A106 A14 A115 A14 A125 13'-5"5"10'-0" 20'-11/2"21'-6" 15'-6" 12'-0" 22'-0" V01 A301 V01 A301 K01 A301 K07 A301 V01 A301 V01 A301 K07 A301 K07 A301 V01 A301 A01 A201 A01 A201 H01 A201 T01 A201 N01 A201 RECEPTION AREA 199 C 13 14 D FINISH FLOOR 11' - 6" AFF +/- 183 AIR COMPRESSOR EXISTING TO REMAIN OUTLINE OF VAULT BELOW LADDER AIR COMPRESSOR EQUIPMENT PLATFORM 183 A07 A125A07 A115A07 A105 CEILING PER SCHEDULE 7'-8" AFF 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01NOTES FLOOR PLAN GROUND FLOOR RICHARD R. CLARK A101 NOTES: KEY NOTES: 1. N 04' 16' 1/16" = 1'-0" A07OVERALL - GROUND LEVEL - FLOOR PLAN N 04' 16' 1/16" = 1'-0" T01EQUIPMENT PLATFORM - FLOOR PLAN 1. 01/12/2009 - ASI # 1 - CHANGES TO ROOM #171 1
- 13. 111 109 191 189 186 187 185 188 IDF ROOM 185 CHECKS CAGE 187 VENDOR OFFICE 188 VENDOR WORK AREA 111 PRINT ROOM 186 6" 2'-1" 4'-0" 18'-1" 14'-1" 11 12 13 MNO CR CR CR DETEX DETEX 5" 12'-0" 22'-0"20'-4" 7'-1" 24'-8" 56'-1" 7'-9 5/8"18'-9" 6'-0" 9'-0" 3'-8" 3'-8" 9'-0" 3'-8" 9'-0" 9'-0" 4'-0" 3'-6"5'-10" 6'-3" 30'-6"32'-7"35'-7" 7'-1" 17'-4" 25'-11" 12'-10" 8'-10"26'-6 3/4"6'-4"3'-8" 3'-0" 3'-8"3'-10" 10'-6"9'-0" 4'-8 5/8" 2'-4 1/8" 5'-6 1/2" 6'-0" 6'-0" 6'-0"8'-41/2" 25'-7" 4'-6 5/8" 13'-4" 4'-5" 4'-6" 9'-0" 11'-111/4" 29'-4" 7'-13/8" 16'-0 1/8"12'-10" P-2 P-2 P-2 P-3P-3 P-3 P-2 P-2 P-2 P-2 P-2 P-2 P-3 P-3 P-3 B-2 B-2 B-2 B-2 B-2 B-2 B-2 P-3 B-2 P-1 P-1 P-1 P-1 CG-2(P-1) P-1 P-1P-1 3 3 3 6 6 6 6 F1 F F F1 F F F1 F1 F1F F FFF 4 4 4 4 4 P-4 P-4 P-4P-4 P-4 P-4 A10A502 A28A501 A19 A502 P01A401 A27 A401 6 7 7 11 1 1 1 1 1 1 1 1 7 7 7 2 2 2 2 2 2 2 2 2 5 5 5 7 7 7 5 5 5 7 7 77 3 3 3 3 3 3 3 3 3 10 11 12 13 8 8 8 6 6 2 2 2 2 2 2 2 P-2 B-2 B-2 2 2 2 18 14 P 18 WALL MOUNTED FIRE EXTINGUISHER EMERGENCY LIGHT EXIT LIGHT WALL MOUNTED CEILING MOUNTED CEILING MOUNTED EXIT LIGHT EMERGENCY LIGHT HORN WALL MOUNTED STROBE LIGHT WALL MOUNTED KEYPAD WALL MOUNTED AT 46" A.F.F. FIRE ALARM PULL STATION WALL MOUNTED AT 46" A.F.F. HORN STROBE ALARM WALL MOUNTED FIRE / HORN / STROBE PULL WALL MOUNTED AT 46" A.F.F. WALL MOUNTED AT 46" A.F.F. ELECTRICAL PANEL FLOOR DRAIN SMOKE DETECTOR GAS METER ELECTRICAL METER WATER METER SPEAKER R E 42" FIRE ALARM ANNUNCIATOR PANEL INDICATES EXISTING IN RELOCATED LOCATION INDICATES EXISTING TO REMAIN ELECTRICAL TRANSFORMER ELECTRICAL GENERATOR SPECIALTY OUTLET FLOOR MOUNTED 220 GFI INDICATES GROUND FAULT INTERCEPT INDICATES SPECIAL VOLTAGE REQUIREMENT WALL MOUNTED AT 18" A.F.F. WALL MOUNTED AT 18" A.F.F. DATA / PHONE OUTLET DATA / PHONE OUTLET INDICATES HEIGHT TO CENTERLINE A.F.F. THERMOSTAT WALL MOUNTED AT 46" A.F.F. WINDOW TYPE DOOR NUMBER WALL TYPE PLAN NOTE LEGEND: OFFICE 101 OFFICE 101 1 X01 A101 X01 A101 NEW WALL NEW DOOR DIMMER SWITCH LIGHT SWITCH JUNCTION BOX JUNCTION BOX CABLE OUTLET DUPLEX OUTLET PHONE OUTLET PHONE OUTLET DATA OUTLET DATA OUTLET DUPLEX OUTLET EXISTING WALL TO REMAIN WALL SECTION OR DETAIL REFERENCE BUILDING SECTION OR ELEVATION REFERENCE CONTROL POINT OR DATUM COLUMN REFERENCE NUMBER EXISTING WALL TO BE REMOVED EXISTING DOOR TO REMAIN 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. FLOOR MOUNTED FLOOR MOUNTED WALL MOUNTED AT 18" A.F.F. WALL MOUNTED AT 46" A.F.F. WALL MOUNTED AT 46" A.F.F. THREE-WAY SWITCH WALL MOUNTED AT 46" A.F.F. WALL MOUNTED AT 46" A.F.F. QUADPLEX OUTLET QUADPLEX OUTLET EXISTING DOOR TO BE REMOVED ROOM NAME AND NUMBER REVISION NUMBER NOTES: • SIGNAGE REQUIRED PER ADA, ANSI A117.1 AND 2007 CBC. • ALL EXIT SIGNS IN THE BUILDING MUST BE LIT AND PER CODE. REPLACE ALL NON-LIT EXIT SIGNS WITH LIT EXIT SIGNS. • REMOVE EXISTING FLOOR AISLE MARKING FROM EXISTING CONCRETE FLOOR AS PART OF FLOOR PREP IN NEW CONSTRUCTION AREA OF opc PRODUCTION AREAS. • REMOVE BOLTS AND PATCH CONCRETE FLOORS IN OPC PRODUCTION AREAS. • SEAL ALL NEW CONCRETE SLAB WITH CONSPEC HIGHSEAL 30, MINIMUM TWO COATS. PREPARE AND SEAL ALL EXISTING CONCRETE FLOORS IN CONSTRUCTION AREA WITH CONSPEC HIGHSEAL 30, MINIMUM 1 COAT. REFERENCE SPEC. SECTION 033950. KEY NOTES: 1. NEW BOLLARD. PAINT PER FINISH SCHEDULE. REFERENCE STRUCTURAL. 2. PAINT AISLE STRIP ON FLOOR. 4" WIDE. COLOR (P-7)PER FINISH SCHEDULE. 3. PAINT 45-DEGREE DIAGONAL LINES ON FLOOR. EACH 4" WIDE LINE SPACED 18" O.C.COLOR (P-7) PER FINISH SCHEDULE. 4. CORNER GUARD PER FINISH SCHEDULE AND SPECIFICATION. 5. ELECTRICAL EQUIPMENT. REFERENCE ELECTRICAL. 6. CHAIN LINK FENCE. WALLS AND OVERHEAD @ ROOM 187. REFERENCE DETAIL A19/A502, STRUCTURAL, FINISHES AND SPECIFICATIONS. 7. NEW STEEL ANGLE AS BASE AT WALL. REFERENCE DETAILS AND FINISHES. 8. FURRING TYPICAL AROUND EXISTING ROOF DRAIN PIPE, ETC. AT EXTERIOR WALL. 9. FURRING TYPICAL AT EXTERIOR WALL TO LEAVE EXISTING ELECTRICAL PANELS RECESSED IN NEW FURRING WALL. 10. REMOVE EXISTING STEEL STEPS AND LANDING AS NECESSARY. REFERENCE DETAIL A01/A401 11. REMOVE EXISTING CONCRETE STEPS AND LANDING AS NECESSARY. REFERENCE DETAIL A01/A401 AND STRUCTURAL. 12. REMOVE EXISTING DOOR, DOOR FRAME AND HARDWARE. RETURN TO OWNER OR SALVAGE FOR REINSTALLATION AS INDICATED BY DOOR SCHEDULE AND SPECIFICATIONS. 13. CUT CONCRETE PANEL TO LOWER DOOR SILL TO ELEVATION EQUAL TO FINISH FLOOR. REFERENCE DETAILS AND STRUCTURAL. 14. ACCESS LOOP IN EXISTING CONCRETE FLOOR FOR NEW ROLL UP DOOR. 15. PEDISTAL FOR CARD READER BY OTHERS. REFERENCE SHEET A101 FOR LOCATION. 16. REMOVE EXISTING CLEAR VINYL HANGING STRIP DOOR AND FRAME. RETURN TO OWNER OR SALVAGE FOR POSSIBLE REINSTALLATION AT NEW LOCATIONS. FRAME AND FINISH REMAINING OPENING TO MATCH EXISTING ADJACENT WALL. 17. MAINTAIN EXISTING 48" PLYWOOD WAINSCOT. PAINT PLYWOOD PER FINISHES AND ADD TECTUM PANEL PER DETAILS. 18. PROVIDE 48" PLYWOOD WAINSCOT PAINTED PER FINISHES AND TECTUM PANELS PER DETAILS ON ALL WALLS. 19. REMOVE EXISTING DOOR, DOOR FRAME AND HARDWARE. RETURN TO OWNER OR SALVAGE FOR POSSIBLE REINSTALLATION IN NEW LOCATION. 20. INFILL OPENING IN EXISTING MASONRY WALL WITH NEW MASONRY TO MATCH. REFERENCE STRUCTURAL AND FINISHES. 21. REMOVE EXISTING STEEL TUBE GUARD RAIL AND STORE IN ROOM 183 FOR FUTURE USE. LEAVE EXISTING PIPE SLEEVES IN PLACE AND EXPOSED. CUT TECTUM PANEL TO EXPOSE PIPE SLEEVES. 22. EXISTING LADDER TO REMAIN. 23. FURRING TYPICAL AROUND EXISTING SPRINKER STAND PIPE, ETC. AT EXTERIOR WALL 24. NEW HVAC UNITS. REFERENCE MECHANICAL. 25. LOCATE TACTILE EXIT SIGNAGE PER ADA, ANSI A117.1 & 2007 CBC. REFERENCE SHEET A013 & J35/A013. TACTILE EXIT ROUTE SIGNAGE AND TACTILE ACCESSIBLE SIGNAGE PER ADA, ANSI A117.1 7 2007 CBC LOCATED WHERE REQUIRED BY JHA. REFERENCE N35/A013 & N32/A013. 26. ALIGN WALL CENTER ON CENTER OF WINDOW VERTICAL OR ALIGN WALL EDGE ON EDGE OF WINDOW JAMB. MATCH BUILDING TYPICAL FOR FINISH OF THE END CAP AT EXTERIOR WALLS & WINDOWS. SEE DETAIL G17 ON SHEET A503. 27. FINISH OPENING W/ GYPSUM LEVEL-4 AND PAINT (P-1) 28. NEW OPENINGS FOR DOORS IN EXISTING CMU WALL. REFERENCE STRUCTURAL FOR DETAILS. 29. NEW SERVER RACK EQUIPMENT BY OTHERS. COORDINATE AND PROVIDE CONNECTIONS AS INDICATED. REFERENCE ELECTRICAL. 30. NEW FIRE RATED 3/4" PLYWOOD. FASTEN TO CMU WALL. ORIENTATE 48" WIDE BY 96" TALL WITH BOTTOM EDGE 12 INCHES AFF. DO NOT PAINT OVER LABELS, ELSEWHERE PAINT (P-1). 31. SECURITY EQUIPMENT BY OTHERS. COORDINATE AND PROVIDE CONNECTIONS AS INDICATED. REFERENCE ELECTRICAL. 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01NOTES FLOOR PLAN GROUND FLOOR RICHARD R. CLARK A102 N 3/16" = 1'-0" A07PRINT AREA - FLOOR PLAN W01LEGEND 1. 12/10/2008 - ADDENDIM NO. 2 1 1
- 14. 107 108 193 192 191 189 185 SORTING AREA 193 IDF ROOM 185 INSERTING AREA 192 RECYCLE DOCK 108 29'-4" 2'-1" 5'-0" 6" 3'-0" 6" 10'-0"J KL M 11 12 13 CR CR CR CR 12'-0" 2'-7"8'-0" 17'-4" 8'-0" 1'-4" 10'-1" 6'-1" 14'-3" 5" 3'-8" 6" 3'-0" 2'-1" 5'-10" 9'-0"5'-11"118'-4" 9'-0" 7'-1" 6'-0"8'-8" 6'-0"7'-1" 4'-1"3'-8" 3'-0" 3'-8" 9'-4 1/2" 4'-8" 34'-2" 36'-6" 11'-9"110'-8" 4'-5" 6'-0" 16'-1" 4'-5" 105'-8" 14'-8" 2'-0" 3'-0" 4'-5" B-2 P-3 B-2 P-3 P-2 P-2 P-2 P-3 P-3 P-2 B-2 P-2 P-2 P-3 P-3 P-3 P-3 P-3 P-3 P-3 P-2 P-2 P-2 P-2 P-2 P-2 B-2 B-2 B-2 B-2 CG-2(P-3) CG-2 (P-2) CG-2(P-1) P-1 P-1 P-1 P-1 P-1P-1 P-1 4 6 6 EE 4 4 4 3 3 3 3 33 3 F F F F F F F1 P-7 P-4 P-4 P-4 P-4P-4 P-4 P-4 P-4 P-4 7 7 7 7 8 8 7 14 M 8 9 9 9 9 9 7 7 14 15 1 1 1 1 5 555 5 3 3 2 2 2 18 18 17 25 4 4 5 5 5 5 5 186 1 1 3 22 7 7 7 7 2 2 7 7 B-2 22 2 2 9" WALL MOUNTED FIRE EXTINGUISHER EMERGENCY LIGHT EXIT LIGHT WALL MOUNTED CEILING MOUNTED CEILING MOUNTED EXIT LIGHT EMERGENCY LIGHT HORN WALL MOUNTED STROBE LIGHT WALL MOUNTED KEYPAD WALL MOUNTED AT 46" A.F.F. FIRE ALARM PULL STATION WALL MOUNTED AT 46" A.F.F. HORN STROBE ALARM WALL MOUNTED FIRE / HORN / STROBE PULL WALL MOUNTED AT 46" A.F.F. WALL MOUNTED AT 46" A.F.F. ELECTRICAL PANEL FLOOR DRAIN SMOKE DETECTOR GAS METER ELECTRICAL METER WATER METER SPEAKER R E 42" FIRE ALARM ANNUNCIATOR PANEL INDICATES EXISTING IN RELOCATED LOCATION INDICATES EXISTING TO REMAIN ELECTRICAL TRANSFORMER ELECTRICAL GENERATOR SPECIALTY OUTLET FLOOR MOUNTED 220 GFI INDICATES GROUND FAULT INTERCEPT INDICATES SPECIAL VOLTAGE REQUIREMENT WALL MOUNTED AT 18" A.F.F. WALL MOUNTED AT 18" A.F.F. DATA / PHONE OUTLET DATA / PHONE OUTLET INDICATES HEIGHT TO CENTERLINE A.F.F. THERMOSTAT WALL MOUNTED AT 46" A.F.F. WINDOW TYPE DOOR NUMBER WALL TYPE PLAN NOTE LEGEND: OFFICE 101 OFFICE 101 1 X01 A101 X01 A101 NEW WALL NEW DOOR DIMMER SWITCH LIGHT SWITCH JUNCTION BOX JUNCTION BOX CABLE OUTLET DUPLEX OUTLET PHONE OUTLET PHONE OUTLET DATA OUTLET DATA OUTLET DUPLEX OUTLET EXISTING WALL TO REMAIN WALL SECTION OR DETAIL REFERENCE BUILDING SECTION OR ELEVATION REFERENCE CONTROL POINT OR DATUM COLUMN REFERENCE NUMBER EXISTING WALL TO BE REMOVED EXISTING DOOR TO REMAIN 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. FLOOR MOUNTED FLOOR MOUNTED WALL MOUNTED AT 18" A.F.F. WALL MOUNTED AT 46" A.F.F. WALL MOUNTED AT 46" A.F.F. THREE-WAY SWITCH WALL MOUNTED AT 46" A.F.F. WALL MOUNTED AT 46" A.F.F. QUADPLEX OUTLET QUADPLEX OUTLET EXISTING DOOR TO BE REMOVED ROOM NAME AND NUMBER REVISION NUMBER NOTES: • SIGNAGE REQUIRED PER ADA, ANSI A117.1 AND 2007 CBC. • ALL EXIT SIGNS IN THE BUILDING MUST BE LIT AND PER CODE. REPLACE ALL NON-LIT EXIT SIGNS WITH LIT EXIT SIGNS. • REMOVE EXISTING FLOOR AISLE MARKING FROM EXISTING CONCRETE FLOOR AS PART OF FLOOR PREP IN NEW CONSTRUCTION AREA OF opc PRODUCTION AREAS. • REMOVE BOLTS AND PATCH CONCRETE FLOORS IN OPC PRODUCTION AREAS. • SEAL ALL NEW CONCRETE SLAB WITH CONSPEC HIGHSEAL 30, MINIMUM TWO COATS. PREPARE AND SEAL ALL EXISTING CONCRETE FLOORS IN CONSTRUCTION AREA WITH CONSPEC HIGHSEAL 30, MINIMUM 1 COAT. REFERENCE SPEC. SECTION 033950. KEY NOTES: 1. NEW BOLLARD. PAINT PER FINISH SCHEDULE. REFERENCE STRUCTURAL. 2. PAINT AISLE STRIP ON FLOOR. 4" WIDE. COLOR (P-7)PER FINISH SCHEDULE. 3. PAINT 45-DEGREE DIAGONAL LINES ON FLOOR. EACH 4" WIDE LINE SPACED 18" O.C.COLOR (P-7) PER FINISH SCHEDULE. 4. CORNER GUARD PER FINISH SCHEDULE AND SPECIFICATION. 5. ELECTRICAL EQUIPMENT. REFERENCE ELECTRICAL. 6. CHAIN LINK FENCE. WALLS AND OVERHEAD @ ROOM 187. REFERENCE DETAIL A19/A502, STRUCTURAL, FINISHES AND SPECIFICATIONS. 7. NEW STEEL ANGLE AS BASE AT WALL. REFERENCE DETAILS AND FINISHES. 8. FURRING TYPICAL AROUND EXISTING ROOF DRAIN PIPE, ETC. AT EXTERIOR WALL. 9. FURRING TYPICAL AT EXTERIOR WALL TO LEAVE EXISTING ELECTRICAL PANELS RECESSED IN NEW FURRING WALL. 10. REMOVE EXISTING STEEL STEPS AND LANDING AS NECESSARY. REFERENCE DETAIL A01/A401 11. REMOVE EXISTING CONCRETE STEPS AND LANDING AS NECESSARY. REFERENCE DETAIL A01/A401 AND STRUCTURAL. 12. REMOVE EXISTING DOOR, DOOR FRAME AND HARDWARE. RETURN TO OWNER OR SALVAGE FOR REINSTALLATION AS INDICATED BY DOOR SCHEDULE AND SPECIFICATIONS. 13. CUT CONCRETE PANEL TO LOWER DOOR SILL TO ELEVATION EQUAL TO FINISH FLOOR. REFERENCE DETAILS AND STRUCTURAL. 14. ACCESS LOOP IN EXISTING CONCRETE FLOOR FOR NEW ROLL UP DOOR. 15. PEDISTAL FOR CARD READER BY OTHERS. REFERENCE SHEET A101 FOR LOCATION. 16. REMOVE EXISTING CLEAR VINYL HANGING STRIP DOOR AND FRAME. RETURN TO OWNER OR SALVAGE FOR POSSIBLE REINSTALLATION AT NEW LOCATIONS. FRAME AND FINISH REMAINING OPENING TO MATCH EXISTING ADJACENT WALL. 17. MAINTAIN EXISTING 48" PLYWOOD WAINSCOT. PAINT PLYWOOD PER FINISHES AND ADD TECTUM PANEL PER DETAILS. 18. PROVIDE 48" PLYWOOD WAINSCOT PAINTED PER FINISHES AND TECTUM PANELS PER DETAILS ON ALL WALLS. 19. REMOVE EXISTING DOOR, DOOR FRAME AND HARDWARE. RETURN TO OWNER OR SALVAGE FOR POSSIBLE REINSTALLATION IN NEW LOCATION. 20. INFILL OPENING IN EXISTING MASONRY WALL WITH NEW MASONRY TO MATCH. REFERENCE STRUCTURAL AND FINISHES. 21. REMOVE EXISTING STEEL TUBE GUARD RAIL AND STORE IN ROOM 183 FOR FUTURE USE. LEAVE EXISTING PIPE SLEEVES IN PLACE AND EXPOSED. CUT TECTUM PANEL TO EXPOSE PIPE SLEEVES. 22. EXISTING LADDER TO REMAIN. 23. FURRING TYPICAL AROUND EXISTING SPRINKER STAND PIPE, ETC. AT EXTERIOR WALL 24. NEW HVAC UNITS. REFERENCE MECHANICAL. 25. LOCATE TACTILE EXIT SIGNAGE PER ADA, ANSI A117.1 & 2007 CBC. REFERENCE SHEET A013 & J35/A013. TACTILE EXIT ROUTE SIGNAGE AND TACTILE ACCESSIBLE SIGNAGE PER ADA, ANSI A117.1 7 2007 CBC LOCATED WHERE REQUIRED BY JHA. REFERENCE N35/A013 & N32/A013. 26. ALIGN WALL CENTER ON CENTER OF WINDOW VERTICAL OR ALIGN WALL EDGE ON EDGE OF WINDOW JAMB. MATCH BUILDING TYPICAL FOR FINISH OF THE END CAP AT EXTERIOR WALLS & WINDOWS. SEE DETAIL G17 ON SHEET A503. 27. FINISH OPENING W/ GYPSUM LEVEL-4 AND PAINT (P-1) 28. NEW OPENINGS FOR DOORS IN EXISTING CMU WALL. REFERENCE STRUCTURAL FOR DETAILS. 29. NEW SERVER RACK EQUIPMENT BY OTHERS. COORDINATE AND PROVIDE CONNECTIONS AS INDICATED. REFERENCE ELECTRICAL. 30. NEW FIRE RATED 3/4" PLYWOOD. FASTEN TO CMU WALL. ORIENTATE 48" WIDE BY 96" TALL WITH BOTTOM EDGE 12 INCHES AFF. DO NOT PAINT OVER LABELS, ELSEWHERE PAINT (P-1). 31. SECURITY EQUIPMENT BY OTHERS. COORDINATE AND PROVIDE CONNECTIONS AS INDICATED. REFERENCE ELECTRICAL. 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01NOTES FLOOR PLAN GROUND FLOOR RICHARD R. CLARK A103 N 3/16" = 1'-0" A07INSERTING AREA - FLOOR PLAN W01LEGEND 1. 12/10/2008 - ADDENDIM NO. 2 1 1
- 15. 106 107 108193 192 184 171 180 194 SERVER ROOM 171 SORTING AREA 193 IDF ROOM 194 STORAGE ROOM 180 VENDOR AREA 189 VENDOR OFFICE 184 RECYCLE DOCK 108 CHARGING AREA 107 11 12 1314 DEF CR CR CR C LADDER 6'-0" 56'-0 1/4" 10'-0" 17'-2 3/4"6'-1" 9'-1 1/4"6'-0"11'-0"8'-0" 42'-11" 22'-2" 8'-11"3'-8"13'-2"3'-8"75'-11/2"3'-8"16'-2" 20'-11/2"21'-6" 15'-6" 5" 5'-0"19'-1 3/4" 17'-9"5'-0" 6'-0" 8'-1" 1'-0" 2'-0" 3'-8" 5'-6" 2'-5" 17'-2" 4'-5" 5'-0" 6" 3'-0"2'-1" 29'-4" 6" 10'-1" 6'-1" 6" 3'-0" 3'-0" 4'-0" 6'-1" 11'-1 3/4" 8'-4"3'-8" P-2 P-2 P-2 P-3 P-2 P-2 P-2 P-3 P-3 P-3 P-3 P-3 P-3 P-3 P-2P-2P-2 P-2 P-2 P-2 P-2 P-3 P-3 P-2 P-2 P-3 P-3 B-2 B-2 B-2 B-2 CG-2 (P-2) CG-2 (P-3) CG-2 (P-3) CG-2 (P-3) CG-2 (P-3) CG-2(P-3) E E E E E E E E E E E E F 6 6 6 6 6 F1 F F F1 F1 F1 FFFF1 F F1 E P-7 P-7 P-7 P-4 P-4 P-4 P-4 P-4 N10A502 3 7 7 1 1 17 2 2 2 2 2 2 2 2 2 4 2 4 2 2 2 2 3 2 2 4 3 3 3 2 2 2 2 2 2 2 7 4 4 5 555 5 7 16 17 17 17 7 7 17 3 222 22 25 25 2 25 171 24 24 20 19 20 18 8 8 23 22 18 5 5 5 5 5 F EDK 18 31 30 28 29 2 2 P-1 5 5 5 5 5 5 WALL MOUNTED FIRE EXTINGUISHER EMERGENCY LIGHT EXIT LIGHT WALL MOUNTED CEILING MOUNTED CEILING MOUNTED EXIT LIGHT EMERGENCY LIGHT HORN WALL MOUNTED STROBE LIGHT WALL MOUNTED KEYPAD WALL MOUNTED AT 46" A.F.F. FIRE ALARM PULL STATION WALL MOUNTED AT 46" A.F.F. HORN STROBE ALARM WALL MOUNTED FIRE / HORN / STROBE PULL WALL MOUNTED AT 46" A.F.F. WALL MOUNTED AT 46" A.F.F. ELECTRICAL PANEL FLOOR DRAIN SMOKE DETECTOR GAS METER ELECTRICAL METER WATER METER SPEAKER R E 42" FIRE ALARM ANNUNCIATOR PANEL INDICATES EXISTING IN RELOCATED LOCATION INDICATES EXISTING TO REMAIN ELECTRICAL TRANSFORMER ELECTRICAL GENERATOR SPECIALTY OUTLET FLOOR MOUNTED 220 GFI INDICATES GROUND FAULT INTERCEPT INDICATES SPECIAL VOLTAGE REQUIREMENT WALL MOUNTED AT 18" A.F.F. WALL MOUNTED AT 18" A.F.F. DATA / PHONE OUTLET DATA / PHONE OUTLET INDICATES HEIGHT TO CENTERLINE A.F.F. THERMOSTAT WALL MOUNTED AT 46" A.F.F. WINDOW TYPE DOOR NUMBER WALL TYPE PLAN NOTE LEGEND: OFFICE 101 OFFICE 101 1 X01 A101 X01 A101 NEW WALL NEW DOOR DIMMER SWITCH LIGHT SWITCH JUNCTION BOX JUNCTION BOX CABLE OUTLET DUPLEX OUTLET PHONE OUTLET PHONE OUTLET DATA OUTLET DATA OUTLET DUPLEX OUTLET EXISTING WALL TO REMAIN WALL SECTION OR DETAIL REFERENCE BUILDING SECTION OR ELEVATION REFERENCE CONTROL POINT OR DATUM COLUMN REFERENCE NUMBER EXISTING WALL TO BE REMOVED EXISTING DOOR TO REMAIN 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. FLOOR MOUNTED FLOOR MOUNTED WALL MOUNTED AT 18" A.F.F. WALL MOUNTED AT 46" A.F.F. WALL MOUNTED AT 46" A.F.F. THREE-WAY SWITCH WALL MOUNTED AT 46" A.F.F. WALL MOUNTED AT 46" A.F.F. QUADPLEX OUTLET QUADPLEX OUTLET EXISTING DOOR TO BE REMOVED ROOM NAME AND NUMBER REVISION NUMBER NOTES: • SIGNAGE REQUIRED PER ADA, ANSI A117.1 AND 2007 CBC. • ALL EXIT SIGNS IN THE BUILDING MUST BE LIT AND PER CODE. REPLACE ALL NON-LIT EXIT SIGNS WITH LIT EXIT SIGNS. • REMOVE EXISTING FLOOR AISLE MARKING FROM EXISTING CONCRETE FLOOR AS PART OF FLOOR PREP IN NEW CONSTRUCTION AREA OF opc PRODUCTION AREAS. • REMOVE BOLTS AND PATCH CONCRETE FLOORS IN OPC PRODUCTION AREAS. • SEAL ALL NEW CONCRETE SLAB WITH CONSPEC HIGHSEAL 30, MINIMUM TWO COATS. PREPARE AND SEAL ALL EXISTING CONCRETE FLOORS IN CONSTRUCTION AREA WITH CONSPEC HIGHSEAL 30, MINIMUM 1 COAT. REFERENCE SPEC. SECTION 033950. KEY NOTES: 1. NEW BOLLARD. PAINT PER FINISH SCHEDULE. REFERENCE STRUCTURAL. 2. PAINT AISLE STRIP ON FLOOR. 4" WIDE. COLOR (P-7)PER FINISH SCHEDULE. 3. PAINT 45-DEGREE DIAGONAL LINES ON FLOOR. EACH 4" WIDE LINE SPACED 18" O.C.COLOR (P-7) PER FINISH SCHEDULE. 4. CORNER GUARD PER FINISH SCHEDULE AND SPECIFICATION. 5. ELECTRICAL EQUIPMENT. REFERENCE ELECTRICAL. 6. CHAIN LINK FENCE. WALLS AND OVERHEAD @ ROOM 187. REFERENCE DETAIL A19/A502, STRUCTURAL, FINISHES AND SPECIFICATIONS. 7. NEW STEEL ANGLE AS BASE AT WALL. REFERENCE DETAILS AND FINISHES. 8. FURRING TYPICAL AROUND EXISTING ROOF DRAIN PIPE, ETC. AT EXTERIOR WALL. 9. FURRING TYPICAL AT EXTERIOR WALL TO LEAVE EXISTING ELECTRICAL PANELS RECESSED IN NEW FURRING WALL. 10. REMOVE EXISTING STEEL STEPS AND LANDING AS NECESSARY. REFERENCE DETAIL A01/A401 11. REMOVE EXISTING CONCRETE STEPS AND LANDING AS NECESSARY. REFERENCE DETAIL A01/A401 AND STRUCTURAL. 12. REMOVE EXISTING DOOR, DOOR FRAME AND HARDWARE. RETURN TO OWNER OR SALVAGE FOR REINSTALLATION AS INDICATED BY DOOR SCHEDULE AND SPECIFICATIONS. 13. CUT CONCRETE PANEL TO LOWER DOOR SILL TO ELEVATION EQUAL TO FINISH FLOOR. REFERENCE DETAILS AND STRUCTURAL. 14. ACCESS LOOP IN EXISTING CONCRETE FLOOR FOR NEW ROLL UP DOOR. 15. PEDISTAL FOR CARD READER BY OTHERS. REFERENCE SHEET A101 FOR LOCATION. 16. REMOVE EXISTING CLEAR VINYL HANGING STRIP DOOR AND FRAME. RETURN TO OWNER OR SALVAGE FOR POSSIBLE REINSTALLATION AT NEW LOCATIONS. FRAME AND FINISH REMAINING OPENING TO MATCH EXISTING ADJACENT WALL. 17. MAINTAIN EXISTING 48" PLYWOOD WAINSCOT. PAINT PLYWOOD PER FINISHES AND ADD TECTUM PANEL PER DETAILS. 18. PROVIDE 48" PLYWOOD WAINSCOT PAINTED PER FINISHES AND TECTUM PANELS PER DETAILS ON ALL WALLS. 19. REMOVE EXISTING DOOR, DOOR FRAME AND HARDWARE. RETURN TO OWNER OR SALVAGE FOR POSSIBLE REINSTALLATION IN NEW LOCATION. 20. INFILL OPENING IN EXISTING MASONRY WALL WITH NEW MASONRY TO MATCH. REFERENCE STRUCTURAL AND FINISHES. 21. REMOVE EXISTING STEEL TUBE GUARD RAIL AND STORE IN ROOM 183 FOR FUTURE USE. LEAVE EXISTING PIPE SLEEVES IN PLACE AND EXPOSED. CUT TECTUM PANEL TO EXPOSE PIPE SLEEVES. 22. EXISTING LADDER TO REMAIN. 23. FURRING TYPICAL AROUND EXISTING SPRINKER STAND PIPE, ETC. AT EXTERIOR WALL 24. NEW HVAC UNITS. REFERENCE MECHANICAL. 25. LOCATE TACTILE EXIT SIGNAGE PER ADA, ANSI A117.1 & 2007 CBC. REFERENCE SHEET A013 & J35/A013. TACTILE EXIT ROUTE SIGNAGE AND TACTILE ACCESSIBLE SIGNAGE PER ADA, ANSI A117.1 7 2007 CBC LOCATED WHERE REQUIRED BY JHA. REFERENCE N35/A013 & N32/A013. 26. ALIGN WALL CENTER ON CENTER OF WINDOW VERTICAL OR ALIGN WALL EDGE ON EDGE OF WINDOW JAMB. MATCH BUILDING TYPICAL FOR FINISH OF THE END CAP AT EXTERIOR WALLS & WINDOWS. SEE DETAIL G17 ON SHEET A503. 27. FINISH OPENING W/ GYPSUM LEVEL-4 AND PAINT (P-1) 28. NEW OPENINGS FOR DOORS IN EXISTING CMU WALL. REFERENCE STRUCTURAL FOR DETAILS. 29. NEW SERVER RACK EQUIPMENT BY OTHERS. COORDINATE AND PROVIDE CONNECTIONS AS INDICATED. REFERENCE ELECTRICAL. 30. NEW FIRE RATED 3/4" PLYWOOD. FASTEN TO CMU WALL. ORIENTATE 48" WIDE BY 96" TALL WITH BOTTOM EDGE 12 INCHES AFF. DO NOT PAINT OVER LABELS, ELSEWHERE PAINT (P-1). 31. SECURITY EQUIPMENT BY OTHERS. COORDINATE AND PROVIDE CONNECTIONS AS INDICATED. REFERENCE ELECTRICAL. 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC N FLOOR PLAN GROUND FLOOR RICHARD R. CLARK A1043/16" = 1'-0" A07SORTING AREA - FLOOR PLAN A01NOTES A01NOTES W01LEGEND 1. 12/10/2008 - ADDENDIM NO. 2 2. 01/12/2009 - ASI #1 CHANGES TO ROOM NO. 171 1 1 2
- 16. UP UP UP FINISH FLOOR 11' -6" AFF +/- 183 AIR COMPRESSOR EQUIPMENT PLATFORM 183 101 128 129 127 143 144 145 131 132 149 150 148 153 154 146 147 155 156 142 139 138 140 136 133 134 141 152 151 157 161 O-2 OFFICE 141 O-1 OFFICE 133 O-2 OFFICE 132 CONFERENCE ROOM 134 WAITING AREA 135 STORAGE ROOM 140 OPEN OFFICE 136 WORK ROOM 130 WORK ROOM 131 O-1 OFFICE 139 OPEN OFFICE 142 OFFICE 138 ELECT ROOM 137 MENS RESTROOM 144 WOMENS RESTROOM 143 MENS RESTROOM 148 WOMENS RESTROOM 146 STAIR TWO STAIR ONE VESTIBULE 101 ELECT ROOM 155 DOCK AREA 128 BREAK ROOM 102 WAREHOUSE AREA 127 HALLWAY 149 1 2 3 4 5 ABCDEFGH 13 14 DC CR CR 17'-10 1/8" +/- (FV) 14'-0 1/2" +/- (FV) ALIGN 14'-1" +/- (FV) 10'-11"+/-(FV) 15'-10" 12'-0" ALIGN ALIGN ALIGN ALIGN 11'-101/2"10'-21/2" 4'-4"4'-4" 5'-0" 6" 3'-0"3'-2" 12'-8"15'-4" 9'-0" 2'-6"2'-6"4'-0" 10'-2" 1'-0" 3'-6" 11'-10" 6" 4'-0" 1'-7" 3'-5" 6" 6'-0" 2'-8" P-2 P-2 P-2 P-2 P-2 P-2 P-3 P-3 P-3 P-3 P-3 9'-0" 2'-0" 1'-0" 6" 3'-0" 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1a 1a 1 1 5 5 E E E E E E E E E E EE E F2 F2 F2 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 A01 A503 G01 A503 N10A502 A17 A503 A10 A503 N19A502 A19A501 N28A501 F F2 8 8 26 26 26 26 26 27 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 4 4 4 4 4 4 4 22 N01A502 N28 A501 N10 A503 ALIGN WITH CMU WALL BELOW ALIGN WITH CMU WALL BELOW RECEPTION AREA 199 WALL MOUNTED FIRE EXTINGUISHER EMERGENCY LIGHT EXIT LIGHT WALL MOUNTED CEILING MOUNTED CEILING MOUNTED EXIT LIGHT EMERGENCY LIGHT HORN WALL MOUNTED STROBE LIGHT WALL MOUNTED KEYPAD WALL MOUNTED AT 46" A.F.F. FIRE ALARM PULL STATION WALL MOUNTED AT 46" A.F.F. HORN STROBE ALARM WALL MOUNTED FIRE / HORN / STROBE PULL WALL MOUNTED AT 46" A.F.F. WALL MOUNTED AT 46" A.F.F. ELECTRICAL PANEL FLOOR DRAIN SMOKE DETECTOR GAS METER ELECTRICAL METER WATER METER SPEAKER R E 42" FIRE ALARM ANNUNCIATOR PANEL INDICATES EXISTING IN RELOCATED LOCATION INDICATES EXISTING TO REMAIN ELECTRICAL TRANSFORMER ELECTRICAL GENERATOR SPECIALTY OUTLET FLOOR MOUNTED 220 GFI INDICATES GROUND FAULT INTERCEPT INDICATES SPECIAL VOLTAGE REQUIREMENT WALL MOUNTED AT 18" A.F.F. WALL MOUNTED AT 18" A.F.F. DATA / PHONE OUTLET DATA / PHONE OUTLET INDICATES HEIGHT TO CENTERLINE A.F.F. THERMOSTAT WALL MOUNTED AT 46" A.F.F. WINDOW TYPE DOOR NUMBER WALL TYPE PLAN NOTE LEGEND: OFFICE 101 OFFICE 101 1 X01 A101 X01 A101 NEW WALL NEW DOOR DIMMER SWITCH LIGHT SWITCH JUNCTION BOX JUNCTION BOX CABLE OUTLET DUPLEX OUTLET PHONE OUTLET PHONE OUTLET DATA OUTLET DATA OUTLET DUPLEX OUTLET EXISTING WALL TO REMAIN WALL SECTION OR DETAIL REFERENCE BUILDING SECTION OR ELEVATION REFERENCE CONTROL POINT OR DATUM COLUMN REFERENCE NUMBER EXISTING WALL TO BE REMOVED EXISTING DOOR TO REMAIN 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. FLOOR MOUNTED FLOOR MOUNTED WALL MOUNTED AT 18" A.F.F. WALL MOUNTED AT 46" A.F.F. WALL MOUNTED AT 46" A.F.F. THREE-WAY SWITCH WALL MOUNTED AT 46" A.F.F. WALL MOUNTED AT 46" A.F.F. QUADPLEX OUTLET QUADPLEX OUTLET EXISTING DOOR TO BE REMOVED ROOM NAME AND NUMBER REVISION NUMBER NOTES: • SIGNAGE REQUIRED PER ADA, ANSI A117.1 AND 2007 CBC. • ALL EXIT SIGNS IN THE BUILDING MUST BE LIT AND PER CODE. REPLACE ALL NON-LIT EXIT SIGNS WITH LIT EXIT SIGNS. • REMOVE EXISTING FLOOR AISLE MARKING FROM EXISTING CONCRETE FLOOR AS PART OF FLOOR PREP IN NEW CONSTRUCTION AREA OF opc PRODUCTION AREAS. • REMOVE BOLTS AND PATCH CONCRETE FLOORS IN OPC PRODUCTION AREAS. • SEAL ALL NEW CONCRETE SLAB WITH CONSPEC HIGHSEAL 30, MINIMUM TWO COATS. PREPARE AND SEAL ALL EXISTING CONCRETE FLOORS IN CONSTRUCTION AREA WITH CONSPEC HIGHSEAL 30, MINIMUM 1 COAT. REFERENCE SPEC. SECTION 033950. KEY NOTES: 1. NEW BOLLARD. PAINT PER FINISH SCHEDULE. REFERENCE STRUCTURAL. 2. PAINT AISLE STRIP ON FLOOR. 4" WIDE. COLOR (P-7)PER FINISH SCHEDULE. 3. PAINT 45-DEGREE DIAGONAL LINES ON FLOOR. EACH 4" WIDE LINE SPACED 18" O.C.COLOR (P-7) PER FINISH SCHEDULE. 4. CORNER GUARD PER FINISH SCHEDULE AND SPECIFICATION. 5. ELECTRICAL EQUIPMENT. REFERENCE ELECTRICAL. 6. CHAIN LINK FENCE. WALLS AND OVERHEAD @ ROOM 187. REFERENCE DETAIL A19/A502, STRUCTURAL, FINISHES AND SPECIFICATIONS. 7. NEW STEEL ANGLE AS BASE AT WALL. REFERENCE DETAILS AND FINISHES. 8. FURRING TYPICAL AROUND EXISTING ROOF DRAIN PIPE, ETC. AT EXTERIOR WALL. 9. FURRING TYPICAL AT EXTERIOR WALL TO LEAVE EXISTING ELECTRICAL PANELS RECESSED IN NEW FURRING WALL. 10. REMOVE EXISTING STEEL STEPS AND LANDING AS NECESSARY. REFERENCE DETAIL A01/A401 11. REMOVE EXISTING CONCRETE STEPS AND LANDING AS NECESSARY. REFERENCE DETAIL A01/A401 AND STRUCTURAL. 12. REMOVE EXISTING DOOR, DOOR FRAME AND HARDWARE. RETURN TO OWNER OR SALVAGE FOR REINSTALLATION AS INDICATED BY DOOR SCHEDULE AND SPECIFICATIONS. 13. CUT CONCRETE PANEL TO LOWER DOOR SILL TO ELEVATION EQUAL TO FINISH FLOOR. REFERENCE DETAILS AND STRUCTURAL. 14. ACCESS LOOP IN EXISTING CONCRETE FLOOR FOR NEW ROLL UP DOOR. 15. PEDISTAL FOR CARD READER BY OTHERS. REFERENCE SHEET A101 FOR LOCATION. 16. REMOVE EXISTING CLEAR VINYL HANGING STRIP DOOR AND FRAME. RETURN TO OWNER OR SALVAGE FOR POSSIBLE REINSTALLATION AT NEW LOCATIONS. FRAME AND FINISH REMAINING OPENING TO MATCH EXISTING ADJACENT WALL. 17. MAINTAIN EXISTING 48" PLYWOOD WAINSCOT. PAINT PLYWOOD PER FINISHES AND ADD TECTUM PANEL PER DETAILS. 18. PROVIDE 48" PLYWOOD WAINSCOT PAINTED PER FINISHES AND TECTUM PANELS PER DETAILS ON ALL WALLS. 19. REMOVE EXISTING DOOR, DOOR FRAME AND HARDWARE. RETURN TO OWNER OR SALVAGE FOR POSSIBLE REINSTALLATION IN NEW LOCATION. 20. INFILL OPENING IN EXISTING MASONRY WALL WITH NEW MASONRY TO MATCH. REFERENCE STRUCTURAL AND FINISHES. 21. REMOVE EXISTING STEEL TUBE GUARD RAIL AND STORE IN ROOM 183 FOR FUTURE USE. LEAVE EXISTING PIPE SLEEVES IN PLACE AND EXPOSED. CUT TECTUM PANEL TO EXPOSE PIPE SLEEVES. 22. EXISTING LADDER TO REMAIN. 23. FURRING TYPICAL AROUND EXISTING SPRINKER STAND PIPE, ETC. AT EXTERIOR WALL 24. NEW HVAC UNITS. REFERENCE MECHANICAL. 25. LOCATE TACTILE EXIT SIGNAGE PER ADA, ANSI A117.1 & 2007 CBC. REFERENCE SHEET A013 & J35/A013. TACTILE EXIT ROUTE SIGNAGE AND TACTILE ACCESSIBLE SIGNAGE PER ADA, ANSI A117.1 7 2007 CBC LOCATED WHERE REQUIRED BY JHA. REFERENCE N35/A013 & N32/A013. 26. ALIGN WALL CENTER ON CENTER OF WINDOW VERTICAL OR ALIGN WALL EDGE ON EDGE OF WINDOW JAMB. MATCH BUILDING TYPICAL FOR FINISH OF THE END CAP AT EXTERIOR WALLS & WINDOWS. SEE DETAIL G17 ON SHEET A503. 27. FINISH OPENING W/ GYPSUM LEVEL-4 AND PAINT (P-1) 28. NEW OPENINGS FOR DOORS IN EXISTING CMU WALL. REFERENCE STRUCTURAL FOR DETAILS. 29. NEW SERVER RACK EQUIPMENT BY OTHERS. COORDINATE AND PROVIDE CONNECTIONS AS INDICATED. REFERENCE ELECTRICAL. 30. NEW FIRE RATED 3/4" PLYWOOD. FASTEN TO CMU WALL. ORIENTATE 48" WIDE BY 96" TALL WITH BOTTOM EDGE 12 INCHES AFF. DO NOT PAINT OVER LABELS, ELSEWHERE PAINT (P-1). 31. SECURITY EQUIPMENT BY OTHERS. COORDINATE AND PROVIDE CONNECTIONS AS INDICATED. REFERENCE ELECTRICAL. 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01NOTES FLOOR PLAN GROUND FLOOR RICHARD R. CLARK A105 N 3/16" = 1'-0" A07EQUIPMENT PLATFORM - FLOOR PLAN N 3/16" = 1'-0" A14OPC OFFICES - FLOOR PLAN W01LEGEND 1. 12/10/2008 - ADDENDIM NO. 2 1 1 2
- 17. UP UP UP OPEN OFFICE 136 OPEN OFFICE 142 MENS RESTROOM 144 WOMENS RESTROOM 143 MENS RESTROOM 148 WOMENS RESTROOM 146 STAIR TWO STAIR ONE VESTIBULE 101 ELECT ROOM 155 DOCK AREA 128 BREAK ROOM 102 WAREHOUSE AREA 127 HALLWAY 149 1 2 34 5 ABCDEFGH 1 1 1 3 3 3 3 4 5 3 LEGEND: EXISTING WALL TO REMAIN NEW WALL CONTROL POINT OR DATUM COLUMN REFERENCE NUMBER EXISTING WALL TO BE REMOVED THERMOSTAT WALL MOUNTED AT 46" A.F.F. STROBE LIGHT WALL MOUNTED KEYPAD WALL MOUNTED AT 46" A.F.F. FIRE ALARM PULL STATION WALL MOUNTED AT 46" A.F.F. HORN WALL MOUNTED HORN STROBE ALARM WALL MOUNTED FIRE / HORN / STROBE PULL WALL MOUNTED AT 46" A.F.F. INDICATES EXISTING IN RELOCATED LOCATION INDICATES EXISTING TO REMAIN R E OFFICE 101 EXISTING DOOR TO REMAIN EXIT LIGHT WALL MOUNTED CEILING MOUNTED CEILING MOUNTED WALL MOUNTED WALL MOUNTED AT 46" A.F.F. EMERGENCY LIGHT FIRE EXTINGUISHER EXIT LIGHT EMERGENCY LIGHT EXISTING DOOR TO BE REMOVED NEW DOOR ROOM NAME AND NUMBER OFFICE 101 REVISION NUMBER PLAN NOTE 1 NOTES: KEY NOTES: 1. REMOVE DOOR AND DOOR FRAME AND HARDWARE. RETURN TO OWNER. 2. RESERVED 3. REMOVE WALL AS INDICATED AND REFRAME TO LEAVE SOFFIT TWO-INCHES BELOW EXISTING CEILING. 4. REMOVE WALL AS INDICATED AND REFRAME TO PROVIDE ROUGH OPENING FOR NEW DOOR. 5. REMOVE EXISTING TECTUM. REMOVE GYPSUM OR OTHER SUBSTRAIT BELOW TECTUM AS NECESSARY TO PROVIDE NEW GYPSUM LEVEL-4 FINISHES. 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01DEMOLITION NOTES DEMOLITION PLAN RICHARD R. CLARK A106 N 3/16" = 1'-0" A14OPC OFFICES - DEMOLITION PLAN W01LEGEND
- 18. C CEILING PER SCHEDULE 11'-8"AFF CEILING PER SCHEDULE 11'-8" AFF CEILING PER SCHEDULE 11'-8" AFF CEILING PER SCHEDULE 11'-8" AFF CEILING PER SCHEDULE 11'-8" AFF CEILING PER SCHEDULE 9'-0" AFF IDF ROOM 185 CHECKS CAGE 187 VENDOR OFFICE 188 VENDOR WORK AREA 111 PRINT ROOM 186 11 12 13 MNO C 14 P 1 2 CEILING MOUNTED FIRE EXTINGUISHER RECESSED WALL MOUNTED PARABOLIC LENS 1 X 4 LIGHT SURFACE MOUNTED EMERGENCY FLOURESCENT LIGHT FIXTURE FLOURESCENT LIGHT FIXTURE FLOURESCENT LIGHT FIXTURE FLOURESCENT LIGHT FIXTURE INCANDESCENT LIGHT INCANDESCENT LIGHT WALL MOUNTED AT 46" A.F.F. FLOURESCENT STRIP LIGHT WALL MOUNTED EXIT LIGHT CAMERA LEGEND: CAN LIGHT EXHAUST FAN SPEAKER CONTROL POINT OR DATUM SMOKE DETECTOR MECHANICAL RETURN GRILL CEILING MOUNTED CEILING MOUNTED EMERGENCY LIGHT MECHANICAL SUPPLY GRILL SPRINKLER HEAD MOTION DETECTOR EMERGENCY LIGHT NOTES: • ALL EXIT SIGNS IN THE BUILDING SHALL BE LIT. REPLACE ALL NON-LIT EXIT SIGNS WITH LIT EXIT SIGNS. • REFERENCE MECHANICAL, ELECTRICAL FOR LIGHTING AND HVAC. • COORDINATE WITH VENDOR FOR SECURITY CAMERAS, OFOI. • REMOVE EXISTING SPEAKERS AND REINSTALL IN OR BELOW NEW CEILING. • REFERENCE STRUCTURAL FOR SUSPENDED CEILING SEISMIC INSTALLATION DETAILS ON SHEET S103. • REFERENCE FINISH SCHEDULE FOR CEILING TILE AND GRID SPECIFICATIONS. KEY NOTES: 1. REFERENCE DETAIL A10 & A19:A502 FOR SUSPENDED CEILING IN CHECK CAGE ROOM #187. 2. REFERENCE DETAIL A28:A501 FOR CEILING/SOFFIT DETAIL IN ALCOVE AT DOORS #191 &193. 3. REFERENCE DETAIL N10:A502 FOR SUSPENDED CEILING ABOVE LADDER LEADING UP TO THE TOP OF THE VAULT, EQUIPMENT PLATFORM #183. 4. REFERENCE DETAIL N28:A501 FOR SUSPENDED CEILING ABOVE VAULT IN EQUIPMENT PLATFORM #183 5. REFERENCE DETAIL A19:A501 FOR RATED CEILING/SOFFIT IN ALCOVE AT DOOR #137 IN OFFICE AREA. 6. EXISTING WALL TO BE REFRAMED AND FINISHED TO LEAVE GYPSUM BOARD SOFFIT AT 2" BELOW EXISTING CEILING. GYPSUM LEVEL 4 FINISH. PAINT P-1 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01NOTES RCP RICHARD R. CLARK A112 N 3/16" = 1'-0" A07RCP W01LEGEND
- 19. CEILING PER SCHEDULE 11'-8"AFF CEILING PER SCHEDULE 11'-8" AFF CEILING PER SCHEDULE 9'-0" AFF SORTING AREA 193 IDF ROOM 185 INSERTING AREA 192 RECYCLE DOCK 108 J KL M 11 12 13 14 M CEILING MOUNTED FIRE EXTINGUISHER RECESSED WALL MOUNTED PARABOLIC LENS 1 X 4 LIGHT SURFACE MOUNTED EMERGENCY FLOURESCENT LIGHT FIXTURE FLOURESCENT LIGHT FIXTURE FLOURESCENT LIGHT FIXTURE FLOURESCENT LIGHT FIXTURE INCANDESCENT LIGHT INCANDESCENT LIGHT WALL MOUNTED AT 46" A.F.F. FLOURESCENT STRIP LIGHT WALL MOUNTED EXIT LIGHT CAMERA LEGEND: CAN LIGHT EXHAUST FAN SPEAKER CONTROL POINT OR DATUM SMOKE DETECTOR MECHANICAL RETURN GRILL CEILING MOUNTED CEILING MOUNTED EMERGENCY LIGHT MECHANICAL SUPPLY GRILL SPRINKLER HEAD MOTION DETECTOR EMERGENCY LIGHT NOTES: • ALL EXIT SIGNS IN THE BUILDING SHALL BE LIT. REPLACE ALL NON-LIT EXIT SIGNS WITH LIT EXIT SIGNS. • REFERENCE MECHANICAL, ELECTRICAL FOR LIGHTING AND HVAC. • COORDINATE WITH VENDOR FOR SECURITY CAMERAS, OFOI. • REMOVE EXISTING SPEAKERS AND REINSTALL IN OR BELOW NEW CEILING. • REFERENCE STRUCTURAL FOR SUSPENDED CEILING SEISMIC INSTALLATION DETAILS ON SHEET S103. • REFERENCE FINISH SCHEDULE FOR CEILING TILE AND GRID SPECIFICATIONS. KEY NOTES: 1. REFERENCE DETAIL A10 & A19:A502 FOR SUSPENDED CEILING IN CHECK CAGE ROOM #187. 2. REFERENCE DETAIL A28:A501 FOR CEILING/SOFFIT DETAIL IN ALCOVE AT DOORS #191 &193. 3. REFERENCE DETAIL N10:A502 FOR SUSPENDED CEILING ABOVE LADDER LEADING UP TO THE TOP OF THE VAULT, EQUIPMENT PLATFORM #183. 4. REFERENCE DETAIL N28:A501 FOR SUSPENDED CEILING ABOVE VAULT IN EQUIPMENT PLATFORM #183 5. REFERENCE DETAIL A19:A501 FOR RATED CEILING/SOFFIT IN ALCOVE AT DOOR #137 IN OFFICE AREA. 6. EXISTING WALL TO BE REFRAMED AND FINISHED TO LEAVE GYPSUM BOARD SOFFIT AT 2" BELOW EXISTING CEILING. GYPSUM LEVEL 4 FINISH. PAINT P-1 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01NOTES RCP RICHARD R. CLARK A113 N 3/16" = 1'-0" A07INSERTING AREA - RCP W01LEGEND
- 20. EXISTING CEILING 10' -8" AFF +/- SERVER ROOM 171 SORTING AREA 193 IDF ROOM 194 STORAGE ROOM 180 VENDOR AREA 189 VENDOR OFFICE 184 RECYCLE DOCK 108 CHARGING AREA 107 11 12 13 14 DEF C C F EDK 2 3 CEILING MOUNTED FIRE EXTINGUISHER RECESSED WALL MOUNTED PARABOLIC LENS 1 X 4 LIGHT SURFACE MOUNTED EMERGENCY FLOURESCENT LIGHT FIXTURE FLOURESCENT LIGHT FIXTURE FLOURESCENT LIGHT FIXTURE FLOURESCENT LIGHT FIXTURE INCANDESCENT LIGHT INCANDESCENT LIGHT WALL MOUNTED AT 46" A.F.F. FLOURESCENT STRIP LIGHT WALL MOUNTED EXIT LIGHT CAMERA LEGEND: CAN LIGHT EXHAUST FAN SPEAKER CONTROL POINT OR DATUM SMOKE DETECTOR MECHANICAL RETURN GRILL CEILING MOUNTED CEILING MOUNTED EMERGENCY LIGHT MECHANICAL SUPPLY GRILL SPRINKLER HEAD MOTION DETECTOR EMERGENCY LIGHT NOTES: • ALL EXIT SIGNS IN THE BUILDING SHALL BE LIT. REPLACE ALL NON-LIT EXIT SIGNS WITH LIT EXIT SIGNS. • REFERENCE MECHANICAL, ELECTRICAL FOR LIGHTING AND HVAC. • COORDINATE WITH VENDOR FOR SECURITY CAMERAS, OFOI. • REMOVE EXISTING SPEAKERS AND REINSTALL IN OR BELOW NEW CEILING. • REFERENCE STRUCTURAL FOR SUSPENDED CEILING SEISMIC INSTALLATION DETAILS ON SHEET S103. • REFERENCE FINISH SCHEDULE FOR CEILING TILE AND GRID SPECIFICATIONS. • EXISTING OFFICE LIGHTS SHALL BE CLEANED WITHIN CONSTRUCTION AREAS FOR OPC OFFICEE. INSTALL NEW LENSES AND LAMPS IN EXISTING OFFICE LIGHTS WITHIN CONSTRUCTIONS AREAS FOR OPC OFFICES. KEY NOTES: 1. REFERENCE DETAIL A10 & A19:A502 FOR SUSPENDED CEILING IN CHECK CAGE ROOM #187. 2. REFERENCE DETAIL A28:A501 FOR CEILING/SOFFIT DETAIL IN ALCOVE AT DOORS #191 &193. 3. REFERENCE DETAIL N10:A502 FOR SUSPENDED CEILING ABOVE LADDER LEADING UP TO THE TOP OF THE VAULT, EQUIPMENT PLATFORM #183. 4. REFERENCE DETAIL N28:A501 FOR SUSPENDED CEILING ABOVE VAULT IN EQUIPMENT PLATFORM #183 5. REFERENCE DETAIL A19:A501 FOR RATED CEILING/SOFFIT IN ALCOVE AT DOOR #137 IN OFFICE AREA. 6. EXISTING WALL TO BE REFRAMED AND FINISHED TO LEAVE GYPSUM BOARD SOFFIT AT 2" BELOW EXISTING CEILING. GYPSUM LEVEL 4 FINISH. PAINT P-1 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01NOTES RCP RICHARD R. CLARK A114 N 3/16" = 1'-0" A07SORTING AREA - RCP W01LEGEND 1. 01/12/2009 - ASI #1 CHANGES TO ROOM NO. 171 1 1
- 21. UP UP UP CEILING PER SCHD. FVEXIST. HEIGHT CEILING PER SCHD. FV EXIST. HEIGHT CEILING PER SCHD. FV EXIST. HEIGHT CEILING PER SCHD. FV EXIST. HEIGHT CEILING PER SCHD. FV EXIST. HEIGHT CEILING PER SCHD. FV EXIST. HEIGHT CEILING PER SCHD. FV EXIST. HEIGHT CEILING PER SCHD. FV EXIST. HEIGHT CEILING PER SCHD. FV EXIST. HEIGHT CEILING PER SCHD. FV EXIST. HEIGHT CEILING PER SCHD. FV EXIST. HEIGHT CEILING PER SCHD. FV EXIST. HEIGHT CEILING PER SCHD. FV EXIST. HEIGHT CEILING PER SCHD. FV EXIST. HEIGHT CEILING PER SCHD. FV EXIST. HEIGHT FINISH FLOOR 11' - 6" AFF +/- CEILING PER SCHEDULE 7'-8" AFF AIR COMPRESSOR EQUIPMENT PLATFORM 183 O-2 OFFICE 141 O-1 OFFICE 133 O-2 OFFICE 132 CONFERENCE ROOM 134 WAITING AREA 135 STORAGE ROOM 140 OPEN OFFICE 136 WORK ROOM 130 WORK ROOM 131 O-1 OFFICE 139 OPEN OFFICE 142 OFFICE 138 ELECT ROOM 137 MENS RESTROOM 144 WOMENS RESTROOM 143 MENS RESTROOM 148 WOMENS RESTROOM 146 STAIR TWO STAIR ONE VESTIBULE 101 ELECT ROOM 155 DOCK AREA 128 BREAK ROOM 102 WAREHOUSE AREA 127 HALLWAY 149 1 2 3 4 5 ABCDEFGH 13 14 DC 3 5 4 6 6 6 6 6 RECEPTION AREA 199 CEILING MOUNTED FIRE EXTINGUISHER RECESSED WALL MOUNTED PARABOLIC LENS 1 X 4 LIGHT SURFACE MOUNTED EMERGENCY FLOURESCENT LIGHT FIXTURE FLOURESCENT LIGHT FIXTURE FLOURESCENT LIGHT FIXTURE FLOURESCENT LIGHT FIXTURE INCANDESCENT LIGHT INCANDESCENT LIGHT WALL MOUNTED AT 46" A.F.F. FLOURESCENT STRIP LIGHT WALL MOUNTED EXIT LIGHT CAMERA LEGEND: CAN LIGHT EXHAUST FAN SPEAKER CONTROL POINT OR DATUM SMOKE DETECTOR MECHANICAL RETURN GRILL CEILING MOUNTED CEILING MOUNTED EMERGENCY LIGHT MECHANICAL SUPPLY GRILL SPRINKLER HEAD MOTION DETECTOR EMERGENCY LIGHT NOTES: • ALL EXIT SIGNS IN THE BUILDING SHALL BE LIT. REPLACE ALL NON-LIT EXIT SIGNS WITH LIT EXIT SIGNS. • REFERENCE MECHANICAL, ELECTRICAL FOR LIGHTING AND HVAC. • COORDINATE WITH VENDOR FOR SECURITY CAMERAS, OFOI. • REMOVE EXISTING SPEAKERS AND REINSTALL IN OR BELOW NEW CEILING. • REFERENCE STRUCTURAL FOR SUSPENDED CEILING SEISMIC INSTALLATION DETAILS ON SHEET S103. • REFERENCE FINISH SCHEDULE FOR CEILING TILE AND GRID SPECIFICATIONS. • EXISTING OFFICE LIGHTS SHALL BE CLEANED WITHIN CONSTRUCTION AREAS FOR OPC OFFICEE. INSTALL NEW LENSES AND LAMPS IN EXISTING OFFICE LIGHTS WITHIN CONSTRUCTIONS AREAS FOR OPC OFFICES. KEY NOTES: 1. REFERENCE DETAIL A10 & A19:A502 FOR SUSPENDED CEILING IN CHECK CAGE ROOM #187. 2. REFERENCE DETAIL A28:A501 FOR CEILING/SOFFIT DETAIL IN ALCOVE AT DOORS #191 &193. 3. REFERENCE DETAIL N10:A502 FOR SUSPENDED CEILING ABOVE LADDER LEADING UP TO THE TOP OF THE VAULT, EQUIPMENT PLATFORM #183. 4. REFERENCE DETAIL N28:A501 FOR SUSPENDED CEILING ABOVE VAULT IN EQUIPMENT PLATFORM #183 5. REFERENCE DETAIL A19:A501 FOR RATED CEILING/SOFFIT IN ALCOVE AT DOOR #137 IN OFFICE AREA. 6. EXISTING WALL TO BE REFRAMED AND FINISHED TO LEAVE GYPSUM BOARD SOFFIT AT 2" BELOW EXISTING CEILING. GYPSUM LEVEL 4 FINISH. PAINT P-1 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01NOTES RCP RICHARD R. CLARK A115 N 3/16" = 1'-0" A07EQUIPMENT PLATFORM - RCP N 3/16" = 1'-0" A14OPC OFFICES - RCP W01LEGEND 1 1. NOVEMBER 25, 2008 - RESUBMITTAL TO HAI # MAM8004.001-583 (PERMIT # 12949) 2. 12/10/2008 - ADDENDUM NO. 2 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2
- 22. Lexmark Desk Top CHECKS CAGE PRINT AREA 13,600SQ.FT. OPERATOR CONSOLE WORKBENCH LATHE BENCH WORK TABLE PARTS SHELVING STORAGE STORAGECABINET STOR.RACKS VENDOR OFFICE VENDOR WORK AREA OPERATOR CONSOLE PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET 6060 P RSF3 Folder P RST3 AutoLoad Tilt Table PRINT LINE #1 PRINT LINE #3 PRINT LINE #4 PRINT LINE #6 PRINT LINE #7 PRINT LINE #5 20 30 OceVP5160 ChecksPrinter FLAT #1 FOLD #3 FOLD #1 UNIV ACCUM TURN OVER SEQUENCER MBO FOLDER COLL UNIV ACCUM TURN OVER SEQUENCER MBO FOLDER COLL INTERFACE INTERFACE 30 20 20 30 A 20 20 20 MATERIAL PALLETS RACK MATERIAL MAIL PALLET FINISH CART RECYLE STAGER ERROR DIVERT DUMP FDR STA "A" FDR STA "B" TURN OVER SEQUENCER FDR STA "C" ERROR DIVERT INTERFACE TURN OVER SEQUENCER INTERFACE TURN OVER SEQUENCER INTERFACE MATERIAL PALLETS MAIL PALLET FINISH CART RECYLE RACK MATERIAL Single Loop Festoon LX568 Feeder Table 20 20 Oce'PS 466 Oce'PS 466 Universal Turnbar Loop Tub DLX Web Vision P 6060 Single Loop Festoon Oce'PS 466 Oce'PS 466 P RST3 AutoLoad Tilt Table P RSF3 Folder Web Vision P 6060 Single Loop Festoon PAPER ROLL PAPER ROLL PAPER ROLL PAPER ROLL TURN OVER SEQUENCER INTERFACE MATERIAL PALLETS MAIL PALLET FINISH RACK MATERIAL PRINT LINE #8 PRINT LINE#9 Oce'PS 466 Oce'PS 466 MCS Web Vision P Single Loop Festoon MCS Web Vision P Single Loop Festoon P RST3 AutoLoad Tilt Table P RSF3 Folder P RST3 AutoLoad Tilt Table P RSF3 Folder P RST3 AutoLoad Tilt Table P RSF3 Folder Web Vision P 6060 Single Loop Festoon Oce'PS 466 Oce'PS 466 30 20 2 11 11 11 11 60 1 60 1 60 1 RST3 AutoLoad TiltTable 20 20 RSF3 Folder 20 (X4)2 3 20(X4) 20 (X12)5 1 20(X2) 1 20(X2) P RSU4 Unwind P RSU4 Unwind P RSU4 Unwind P RSU4 Unwind P RSU4 Unwind P RSU4 Unwind COMPRESSED AIR REEL COMPRESSED AIR REEL COMPRESSED AIR REEL COMPRESSED AIR REEL PAPER ROLL PAPER ROLL IDF ROOM 185 CHECKS CAGE 187 VENDOR OFFICE 188 VENDOR WORK AREA 111 PRINT ROOM 186 11 12 13 MNO 14 P 2 2 2 WALL MOUNTED EMERGENCY LIGHT FIRE EXTINGUISHER EMERGENCY LIGHT EXIT LIGHT WALL MOUNTED CEILING MOUNTED EXIT LIGHT CEILING MOUNTED HORN WALL MOUNTED HORN STROBE ALARM WALL MOUNTED STROBE LIGHT WALL MOUNTED KEYPAD WALL MOUNTED AT 46" A.F.F. FIRE ALARM PULL STATION WALL MOUNTED AT 46" A.F.F. FIRE / HORN / STROBE PULL WALL MOUNTED AT 46" A.F.F. WALL MOUNTED AT 46" A.F.F. ELECTRICAL PANEL FLOOR DRAIN SMOKE DETECTOR GAS METER ELECTRICAL METER INDICATES HEIGHT TO CENTERLINE A.F.F. SPEAKER R E 42" WATER METER FIRE ALARM ANNUNCIATOR PANEL INDICATES EXISTING IN RELOCATED LOCATION INDICATES EXISTING TO REMAIN ELECTRICAL TRANSFORMER ELECTRICAL GENERATOR GFI INDICATES GROUND FAULT INTERCEPT INDICATES SPECIAL VOLTAGE REQUIREMENT 220 THERMOSTAT WALL MOUNTED AT 46" A.F.F. PLAN NOTE LEGEND: OFFICE 101 OFFICE 101 LIGHT SWITCH X01 A101 X01 A101 1 JUNCTION BOX CABLE OUTLET JUNCTION BOX DUPLEX OUTLET DUPLEX OUTLET PHONE OUTLET PHONE OUTLET DATA OUTLET DATA OUTLET WALL SECTION OR DETAIL REFERENCE BUILDING SECTION OR ELEVATION REFERENCE CONTROL POINT OR DATUM 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. FLOOR MOUNTED FLOOR MOUNTED WALL MOUNTED AT 18" A.F.F. 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 AT 46" A.F.F. THREE-WAY SWITCH WALL MOUNTED AT 46" A.F.F. DIMMER SWITCH WALL MOUNTED AT 46" A.F.F. QUADPLEX OUTLET SPECIALTY OUTLET QUADPLEX OUTLET DATA / PHONE OUTLET DATA / PHONE OUTLET ROOM NAME AND NUMBER EQUIPMENT TYPE REVISION NUMBER FURNITURE TYPE NOTES: • SIGNAGE REQUIRED PER ADA, ANSI A117.1 AND 2007 CBC. • ALL EXIT SIGNS IN THE BUILDING MUST BE LIT AND PER CODE. REPLACE ALL NON-LIT EXIT SIGNS WITH LIT EXIT SIGNS. • EQUIPMENT IS OFOI. PROVIDE CONNECTIONS. COORDINATE WITH VENDORS FOR LOCATION AND INSTALLATION REQUIREMENTS. REFERENCE STRUCTURAL, MECHANICAL AND ELECTRICAL. • COORDINATE ALL DIVISIONS, TRADES AND VENDORS. KEY NOTES: 1. ELECTRICAL, DATA AND COAXIAL CONECTIONS FOR 42" DISPLAY. COORDINATE WITH VENDOR FOR LOCATION AND INSTALLATION REQUIREMENTS. 2. COMPRESSED AIR HOSE REEL. n n n n n n n 120 VAC UPS POWER, SINGLE PHASE, 60 Hz - n = AMPS 120 VAC, SINGLE PHASE, 60 Hz - n = AMPS 208 VAC, SINGLE PHASE, 60 Hz - n = AMPS 208 VAC, 3 PHASE, 60 Hz - n = AMPS 208 VAC UPS POWER, 3 PHASE, 60 Hz - n = AMPS 240 VAC UPS POWER, SINGLE PHASE, 60 Hz - n = AMPS CAT5E DATA DROP - n = NUMBER OF CONNECTIONS COMPRESSED AIR DROP W01LEGEND 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01NOTES FIXTURE PLAN RICHARD R. CLARK A122 N 3/16" = 1'-0" A07PRINT AREA - FIXTURE PLAN
- 23. INSERTING AREA 19,050 SQ.FT. WORK TABLE WORK TABLE MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET FLAT#1 FLAT #2 TURBO #1 TURBO #2 FOLD #3 FOLD #1 FOLD #4 FOLD #2 FOLD #5 FLAT #3 UNIV ACCUM TURN OVER SEQUENCER MBO FOLDER COLL UNIV ACCUM TURN OVER SEQUENCER MBO FOLDER COLL INTERFACE INTERFACE 30 20 20 30 A 20 20 20 MATERIAL PALLETS RACK MATERIAL MAIL PALLET FINISH CART RECYLE STAGER ERROR DIVERT DUMP FDR STA "A" FDR STA "B" TURN OVER SEQUENCER FDR STA "C" ERROR DIVERT INTERFACE TURN OVER SEQUENCER INTERFACE TURN OVER SEQUENCER INTERFACE MATERIAL PALLETS MAIL PALLET FINISH CART RECYLE RACK MATERIAL STAGER ERROR DIVERT DUMP FDR STA "A" FDR STA "B" TURN OVER SEQUENCER FDR STA "C" ERROR DIVERT INTERFACE TURN OVER SEQUENCER INTERFACE TURN OVER SEQUENCER INTERFACE MATERIAL PALLETS MAIL PALLET FINISH CART RECYLE RACK MATERIAL STAGER ERROR DIVERT DUMP FDR STA "A" FDR STA "B" TURN OVER SEQUENCER FDR STA "C" ERROR DIVERT INTERFACE TURN OVER SEQUENCER INTERFACE TURN OVER SEQUENCER INTERFACE MATERIAL PALLETS MAIL PALLET FINISH CART RECYLE RACK MATERIAL MATERIAL PALLETS PALLET ENVELOPE PALLET ENVELOPE MATERIAL PALLETS UNIV ACCUM TURN OVER SEQUENCER MBO FOLDER COLL UNIV ACCUM TURN OVER SEQUENCER MBO FOLDER COLL INTERFACE INTERFACE 30 20 20 30 A 20 20 20 MATERIAL PALLETS RACK MATERIAL MAIL PALLET FINISH CART RECYLE STAGER ERROR DIVERT DUMP FDR STA "A" FDR STA "B" TURN OVER SEQUENCER FDR STA "C" ERROR DIVERT INTERFACE TURN OVER SEQUENCER INTERFACE TURN OVER SEQUENCER INTERFACE MATERIAL PALLETS MAIL PALLET FINISH RACK MATERIAL STAGER ERROR DIVERT DUMP FDR STA "A" FDR STA "B" TURN OVER SEQUENCER FDR STA "C" ERROR DIVERT INTERFACE TURN OVER SEQUENCER INTERFACE TURN OVER SEQUENCER INTERFACE MATERIAL PALLETS MAIL PALLET FINISH RACK MATERIAL UNIV ACCUM TURN OVER SEQUENCER CUTTER INTERFACE MBO FOLDER COLL MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED 5001 5571 8500 5552 B IC O S 2000 5552 4806 55525552 7511 R 48106015 55525552 4520 ANV-PC (withouttable) Trim Winder 380/8011380/8011 4507 Unistacker AirStation A LX550 Unwinder 5001 5571 8500 5552 B ICO S 2000 5552 4806 55525552 7511R 4810 6015 55525552 4520 ANV-PC (withouttable) Trim Winder 380/8011380/8011 4507 Unistacker AirStation A LX550 Unwinder 1 20(X2) 1 20(X2) 1 20(X2) COMPRESSED AIR REEL COMPRESSED AIR REEL COMPRESSED AIR REEL COMPRESSED AIR REEL 42"DISPLAY 42"DISPLAY SORTING AREA 193 IDF ROOM 185 INSERTING AREA 192 RECYCLE DOCK 108 J KL M 11 12 13 14 M 1 1 2 2 2 2 WALL MOUNTED EMERGENCY LIGHT FIRE EXTINGUISHER EMERGENCY LIGHT EXIT LIGHT WALL MOUNTED CEILING MOUNTED EXIT LIGHT CEILING MOUNTED HORN WALL MOUNTED HORN STROBE ALARM WALL MOUNTED STROBE LIGHT WALL MOUNTED KEYPAD WALL MOUNTED AT 46" A.F.F. FIRE ALARM PULL STATION WALL MOUNTED AT 46" A.F.F. FIRE / HORN / STROBE PULL WALL MOUNTED AT 46" A.F.F. WALL MOUNTED AT 46" A.F.F. ELECTRICAL PANEL FLOOR DRAIN SMOKE DETECTOR GAS METER ELECTRICAL METER INDICATES HEIGHT TO CENTERLINE A.F.F. SPEAKER R E 42" WATER METER FIRE ALARM ANNUNCIATOR PANEL INDICATES EXISTING IN RELOCATED LOCATION INDICATES EXISTING TO REMAIN ELECTRICAL TRANSFORMER ELECTRICAL GENERATOR GFI INDICATES GROUND FAULT INTERCEPT INDICATES SPECIAL VOLTAGE REQUIREMENT 220 THERMOSTAT WALL MOUNTED AT 46" A.F.F. PLAN NOTE LEGEND: OFFICE 101 OFFICE 101 LIGHT SWITCH X01 A101 X01 A101 1 JUNCTION BOX CABLE OUTLET JUNCTION BOX DUPLEX OUTLET DUPLEX OUTLET PHONE OUTLET PHONE OUTLET DATA OUTLET DATA OUTLET WALL SECTION OR DETAIL REFERENCE BUILDING SECTION OR ELEVATION REFERENCE CONTROL POINT OR DATUM 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. FLOOR MOUNTED FLOOR MOUNTED WALL MOUNTED AT 18" A.F.F. 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 AT 46" A.F.F. THREE-WAY SWITCH WALL MOUNTED AT 46" A.F.F. DIMMER SWITCH WALL MOUNTED AT 46" A.F.F. QUADPLEX OUTLET SPECIALTY OUTLET QUADPLEX OUTLET DATA / PHONE OUTLET DATA / PHONE OUTLET ROOM NAME AND NUMBER EQUIPMENT TYPE REVISION NUMBER FURNITURE TYPE NOTES: • SIGNAGE REQUIRED PER ADA, ANSI A117.1 AND 2007 CBC. • ALL EXIT SIGNS IN THE BUILDING MUST BE LIT AND PER CODE. REPLACE ALL NON-LIT EXIT SIGNS WITH LIT EXIT SIGNS. • EQUIPMENT IS OFOI. PROVIDE CONNECTIONS. COORDINATE WITH VENDORS FOR LOCATION AND INSTALLATION REQUIREMENTS. REFERENCE STRUCTURAL, MECHANICAL AND ELECTRICAL. • COORDINATE ALL DIVISIONS, TRADES AND VENDORS. KEY NOTES: 1. ELECTRICAL, DATA AND COAXIAL CONECTIONS FOR 42" DISPLAY. COORDINATE WITH VENDOR FOR LOCATION AND INSTALLATION REQUIREMENTS. 2. COMPRESSED AIR HOSE REEL. n n n n n n n 120 VAC UPS POWER, SINGLE PHASE, 60 Hz - n = AMPS 120 VAC, SINGLE PHASE, 60 Hz - n = AMPS 208 VAC, SINGLE PHASE, 60 Hz - n = AMPS 208 VAC, 3 PHASE, 60 Hz - n = AMPS 208 VAC UPS POWER, 3 PHASE, 60 Hz - n = AMPS 240 VAC UPS POWER, SINGLE PHASE, 60 Hz - n = AMPS CAT5E DATA DROP - n = NUMBER OF CONNECTIONS COMPRESSED AIR DROP W01LEGEND 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01NOTES FIXTURE PLAN RICHARD R. CLARK A123 N 3/16" = 1'-0" A07INSERTING AREA - FIXTURE PLAN
- 24. APEX FLEXI SORTING AREA 13,200 SQ.FT. VENDOR OFFICE VENDOR AREA OPENERTABLE POSTAGE METER AREA DESK MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET MATERIAL PALLET 20 SORTER #1 SORTER #2 MATERIAL PALLET MATERIAL PALLET OUTBOUND PALLETSTAGING PRE-SORT INBOUND PALLET STAGING 2015 SLEEVING TABLE SLEEVES PALLET STRAPPER SLEEVING TABLE SLEEVES PALLET STRAPPER METER MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MAIL PALLET FINISHED MATERIAL PALLET MATERIAL PALLET CAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGE CAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGE CAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGE CAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGECAGE BURSTER BURSTER 20 2020 BURSTER AREA RACK 20 2 2 FUTURESORTINGMACHINE 20 20 65 70 20165 APEX SORTER #3 STACKERMODULESTACKERMODULESTACKERMODULESTACKERMODULESTACKERMODULESTACKERMODULEINTERFACE MODULEWAYMARK MODULE FEEDER MODULE READER MODULE U-TURN MODULE PRINTER MODULETRANSITION MODULE MAGAZINE EXTENSION 32BINS32BINS32BINS32BINS32BINS32BINS 115 METER 115 20 CHARGER SERVER ROOM 171 SORTING AREA 193 IDF ROOM 194 STORAGE ROOM 180 VENDOR AREA 189 VENDOR OFFICE 184 RECYCLE DOCK 108 CHARGING AREA 107 11 12 13 14 DEF 5'-1" 4'-0"3'-0" 2'-0" F EDK 6'-0"3'-0" WALL MOUNTED EMERGENCY LIGHT FIRE EXTINGUISHER EMERGENCY LIGHT EXIT LIGHT WALL MOUNTED CEILING MOUNTED EXIT LIGHT CEILING MOUNTED HORN WALL MOUNTED HORN STROBE ALARM WALL MOUNTED STROBE LIGHT WALL MOUNTED KEYPAD WALL MOUNTED AT 46" A.F.F. FIRE ALARM PULL STATION WALL MOUNTED AT 46" A.F.F. FIRE / HORN / STROBE PULL WALL MOUNTED AT 46" A.F.F. WALL MOUNTED AT 46" A.F.F. ELECTRICAL PANEL FLOOR DRAIN SMOKE DETECTOR GAS METER ELECTRICAL METER INDICATES HEIGHT TO CENTERLINE A.F.F. SPEAKER R E 42" WATER METER FIRE ALARM ANNUNCIATOR PANEL INDICATES EXISTING IN RELOCATED LOCATION INDICATES EXISTING TO REMAIN ELECTRICAL TRANSFORMER ELECTRICAL GENERATOR GFI INDICATES GROUND FAULT INTERCEPT INDICATES SPECIAL VOLTAGE REQUIREMENT 220 THERMOSTAT WALL MOUNTED AT 46" A.F.F. PLAN NOTE LEGEND: OFFICE 101 OFFICE 101 LIGHT SWITCH X01 A101 X01 A101 1 JUNCTION BOX CABLE OUTLET JUNCTION BOX DUPLEX OUTLET DUPLEX OUTLET PHONE OUTLET PHONE OUTLET DATA OUTLET DATA OUTLET WALL SECTION OR DETAIL REFERENCE BUILDING SECTION OR ELEVATION REFERENCE CONTROL POINT OR DATUM 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. FLOOR MOUNTED FLOOR MOUNTED WALL MOUNTED AT 18" A.F.F. 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 AT 46" A.F.F. THREE-WAY SWITCH WALL MOUNTED AT 46" A.F.F. DIMMER SWITCH WALL MOUNTED AT 46" A.F.F. QUADPLEX OUTLET SPECIALTY OUTLET QUADPLEX OUTLET DATA / PHONE OUTLET DATA / PHONE OUTLET ROOM NAME AND NUMBER EQUIPMENT TYPE REVISION NUMBER FURNITURE TYPE NOTES: • SIGNAGE REQUIRED PER ADA, ANSI A117.1 AND 2007 CBC. • ALL EXIT SIGNS IN THE BUILDING MUST BE LIT AND PER CODE. REPLACE ALL NON-LIT EXIT SIGNS WITH LIT EXIT SIGNS. • EQUIPMENT IS OFOI. PROVIDE CONNECTIONS. COORDINATE WITH VENDORS FOR LOCATION AND INSTALLATION REQUIREMENTS. REFERENCE STRUCTURAL, MECHANICAL AND ELECTRICAL. • COORDINATE ALL DIVISIONS, TRADES AND VENDORS. KEY NOTES: 1. ELECTRICAL, DATA AND COAXIAL CONECTIONS FOR 42" DISPLAY. COORDINATE WITH VENDOR FOR LOCATION AND INSTALLATION REQUIREMENTS. 2. COMPRESSED AIR HOSE REEL. n n n n n n n 120 VAC UPS POWER, SINGLE PHASE, 60 Hz - n = AMPS 120 VAC, SINGLE PHASE, 60 Hz - n = AMPS 208 VAC, SINGLE PHASE, 60 Hz - n = AMPS 208 VAC, 3 PHASE, 60 Hz - n = AMPS 208 VAC UPS POWER, 3 PHASE, 60 Hz - n = AMPS 240 VAC UPS POWER, SINGLE PHASE, 60 Hz - n = AMPS CAT5E DATA DROP - n = NUMBER OF CONNECTIONS COMPRESSED AIR DROP W01LEGEND 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01NOTES FIXTURE PLAN RICHARD R. CLARK A124 N 3/16" = 1'-0" A07SORTING AREA - FIXTURE PLAN 1. 01/12/2009 - ASI # 1 - CHANGES TO ROOM #171 1
- 25. UP UP UP 36x72 TABLE 24X60 RETURN 30X66 DESK 24X66 CREDENZA 24X60 RETURN 30X66 DESK 24X66 CREDENZA BC 2 22 FRONT 12X48 12X4812X48 12X48 12X48 12X48 12X36 2 GROWTH HOTEL HOTEL MERLIN MACHINE REQUIREDFLOOR SPACE 5 BC 06 09 07 10 08 11 14 18 13 17 12 16 15 01 26 GROWTH 02 03 04 05 19 20 21 23 24 25 22 18X3618X36 24X60 RETURN 30X66 DESK 24X66 CREDENZA BC 5 5 12X48 12X48 BC AIR COMPRESSOR EQUIPMENT PLATFORM 183 O-2 OFFICE 141 O-1 OFFICE 133 O-2 OFFICE 132 CONFERENCE ROOM 134 WAITING AREA 135 STORAGE ROOM 140 OPEN OFFICE 136 WORK ROOM 130 WORK ROOM 131 O-1 OFFICE 139 OPEN OFFICE 142 OFFICE 138 ELECT ROOM 137 MENS RESTROOM 144 WOMENS RESTROOM 143 MENS RESTROOM 148 WOMENS RESTROOM 146 STAIR TWO STAIR ONE VESTIBULE 101 ELECT ROOM 155 DOCK AREA 128 BREAK ROOM 102 WAREHOUSE AREA 127 HALLWAY 149 1 2 3 4 5 ABCDEFGH 13 14 DC RECEPTION AREA 199 WALL MOUNTED EMERGENCY LIGHT FIRE EXTINGUISHER EMERGENCY LIGHT EXIT LIGHT WALL MOUNTED CEILING MOUNTED EXIT LIGHT CEILING MOUNTED HORN WALL MOUNTED HORN STROBE ALARM WALL MOUNTED STROBE LIGHT WALL MOUNTED KEYPAD WALL MOUNTED AT 46" A.F.F. FIRE ALARM PULL STATION WALL MOUNTED AT 46" A.F.F. FIRE / HORN / STROBE PULL WALL MOUNTED AT 46" A.F.F. WALL MOUNTED AT 46" A.F.F. ELECTRICAL PANEL FLOOR DRAIN SMOKE DETECTOR GAS METER ELECTRICAL METER INDICATES HEIGHT TO CENTERLINE A.F.F. SPEAKER R E 42" WATER METER FIRE ALARM ANNUNCIATOR PANEL INDICATES EXISTING IN RELOCATED LOCATION INDICATES EXISTING TO REMAIN ELECTRICAL TRANSFORMER ELECTRICAL GENERATOR GFI INDICATES GROUND FAULT INTERCEPT INDICATES SPECIAL VOLTAGE REQUIREMENT 220 THERMOSTAT WALL MOUNTED AT 46" A.F.F. PLAN NOTE LEGEND: OFFICE 101 OFFICE 101 LIGHT SWITCH X01 A101 X01 A101 1 JUNCTION BOX CABLE OUTLET JUNCTION BOX DUPLEX OUTLET DUPLEX OUTLET PHONE OUTLET PHONE OUTLET DATA OUTLET DATA OUTLET WALL SECTION OR DETAIL REFERENCE BUILDING SECTION OR ELEVATION REFERENCE CONTROL POINT OR DATUM 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. FLOOR MOUNTED FLOOR MOUNTED WALL MOUNTED AT 18" A.F.F. 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 AT 46" A.F.F. THREE-WAY SWITCH WALL MOUNTED AT 46" A.F.F. DIMMER SWITCH WALL MOUNTED AT 46" A.F.F. QUADPLEX OUTLET SPECIALTY OUTLET QUADPLEX OUTLET DATA / PHONE OUTLET DATA / PHONE OUTLET ROOM NAME AND NUMBER EQUIPMENT TYPE REVISION NUMBER FURNITURE TYPE NOTES: • SIGNAGE REQUIRED PER ADA, ANSI A117.1 AND 2007 CBC. • ALL EXIT SIGNS IN THE BUILDING MUST BE LIT AND PER CODE. REPLACE ALL NON-LIT EXIT SIGNS WITH LIT EXIT SIGNS. • EQUIPMENT IS OFOI. PROVIDE CONNECTIONS. COORDINATE WITH VENDORS FOR LOCATION AND INSTALLATION REQUIREMENTS. REFERENCE STRUCTURAL, MECHANICAL AND ELECTRICAL. • COORDINATE ALL DIVISIONS, TRADES AND VENDORS. KEY NOTES: 1. ELECTRICAL, DATA AND COAXIAL CONECTIONS FOR 42" DISPLAY. COORDINATE WITH VENDOR FOR LOCATION AND INSTALLATION REQUIREMENTS. 2. COMPRESSED AIR HOSE REEL. n n n n n n n 120 VAC UPS POWER, SINGLE PHASE, 60 Hz - n = AMPS 120 VAC, SINGLE PHASE, 60 Hz - n = AMPS 208 VAC, SINGLE PHASE, 60 Hz - n = AMPS 208 VAC, 3 PHASE, 60 Hz - n = AMPS 208 VAC UPS POWER, 3 PHASE, 60 Hz - n = AMPS 240 VAC UPS POWER, SINGLE PHASE, 60 Hz - n = AMPS CAT5E DATA DROP - n = NUMBER OF CONNECTIONS COMPRESSED AIR DROP W01LEGEND 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01NOTES FIXTURE PLAN RICHARD R. CLARK A125 N 3/16" = 1'-0" A07EQUIPMENT PLATFORM - FIXTURE PLAN N 3/16" = 1'-0" A01OPC OFFICES - FIXTURE PLAN
- 26. 13 1412111098 7654321 ABCDEFGHJKLMNOP RD RD RD RD RD RD RD RDRD RD RD RD RD REPAIR EXISTING SMOKE CURTAIN SMOKE CURTAIN AREA = 7680 SF SMOKE CURTAIN AREA = 7680 SF SMOKE CURTAIN AREA = 7680 SF SMOKE CURTAIN AREA = 5728 SF SMOKE CURTAIN AREA = 3840 SF SMOKE CURTAIN AREA = 5680 SF SMOKE CURTAIN AREA = 1460 SF SMOKE CURTAIN AREA = 5680 SF SMOKE CURTAIN AREA = 7050 SF SMOKE CURTAIN AREA = 4850 SF SMOKE CURTAIN AREA = 5250 SF SMOKE CURTAIN AREA = 4780 SF SMOKE CURTAIN AREA = 2100 SF SMOKE CURTAIN AREA = 1790 SF 6000 LBS. 6000 LBS. 6000 LBS. 1 1 11 1 1 1 1 11 1 1 1 11 1 1 1 11 1 1 1 1 11 11 1 1 1 1 1 11 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 4 4 5 5 5 1 5 5 6 6 7 7 7 7 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 11 11 11 12 12 12 12 12 8 12 2 2 8 8 8 8 8 13 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC A01NOTES ROOF PLAN RICHARD R. CLARK A141 LEGEND: EXISTING GRAVITY VENT TO REMAIN EXISTING GRAVITY VENT TO BE REMOVED AND.OR RELOCATED EXISTING SKYLIGHT TO REMAIN EXISTING SKYLIGHT TO BE REMOVED N 04' 16' 1/16" = 1'-0" A07ROOF PLAN NOTES: KEY NOTES: 1. REMOVE EXISTING SKYLIGHT. FRAME NEW ROOF DECK. ROOF AREA. REFERENCE STRUCTURAL. 2. REMOVE EXISTING GRAVITY VENT. FRAME NEW ROOF DECK. ROOF AREA. REFERENCE STRUCTURAL. 3. REMOVE EXISTING GRAVITY VENT AND RELOCATE TO EXISTING SKYLIGHT OPENING. 4. REMOVE EXISTING SKYLIGHT. INSTALL GRAVITY VENT REMOVED FROM ANOTHER LOCATION IN OPENING. 5. INSTALL NEW MECHANICAL UNIT, CURB, ETC. REFERENCE STRUCTURAL, MECHANICAL AND ELECTRICAL. FLASH & ROOF PER SPEC. 6. INSTALL NEW CONDENSING UNITS ON EQUIPMENT RAILS. REFERENCE MECHANICAL AND ELECTRICAL. FLASH & ROOF PER SPEC. 7. EXISTING ROOF TOP UNIT &/OR CURB TO REMAIN. 8. LINE OF REMODEL BELOW. 9. REPAIR & MAINTAIN EXISTING SMOKE CURTAIN INSIDE UNDERSIDE OF ROOF DECK. 10. SMOKE CURTAIN INSIDE UNDERSIDE OF ROOF DECK EXISTING TO REMAIN. 11. SMOKE CURTAIN. EXISTING TO REMAIN. NO REPAIR NECESSARY. 12. TOP 72" OF NEW WALL TO ACT AS SMOKE CURTAIN. 13. INSTALL NEW EXHAUST FAN ON ROOF. PROVIDE ROOF CURB AT DUCT PENETRATION OF ROOF. PATCH ROOF AND FLASH PER SPECS. REFERENCE STRUCTURAL, MECHANICAL AND ELECTRICAL. W01LEGEND 1. 01/12/2009 - ASI #1 - CHANGES TO ROOM #171 1 1
- 27. DTL/SHT DTL/SHT 7'-9"+/- NEW ROOFTOP UNIT NEW ROOFTOP UNIT NEWGENERATOR IN SOUND ATTENUATING ENCLOSURE. NEW GENERATOR IN SOUND ATTENUATING ENCLOSURE. ENCLOSURE DESIGN TO CONFORM TO CHINO NOISE ORDINANCE. ENCLOSURE DESIGN TO CONFORM TO CHINO NOISE ORDINANCE. NEW ROOFTOP UNIT NEW ROOFTOP UNIT NEW ROOFTOP UNIT NEW ROOFTOPNEW ROOFTOP UNIT BEYOND NEW ROOFTOP UNIT BEYONDUNIT BEYOND NEW ROOFTOP UNIT BEYOND NEW ROOFTOP UNITS BEYOND NEW ROOFTOP UNIT NEW ROOFTOP UNIT NEW ROOFTOP UNIT NEW ROOFTOP UNIT BEYOND NEW ROOFTOP UNIT BEYOND EXISTING ROOFTOP UNIT EXISTING ROOFTOP UNIT EXISTING ROOFTOP UNIT EXISTING ROOFTOP UNIT EXISTING ROOFTOP UNIT EXISTING ROOFTOP UNIT BEYOND EXISTING ROOFTOP UNIT BEYOND REMODELED EXIT NEW GENERATOR BEYOND IN SOUND ATTENUATING ENCLOSURE. ENCLOSURE DESIGN TO CONFORM TO CHINO NOISE ORDINANCE. EXISTING SHRUBS AROUND TRANSFORMER TO BE RELOCATED OR PROVIDED NEW AS REQUIRED BY ELECTRICAL SERVICE WORK. NEW CONCRETE PAD FOR GENERATOR PER STRUCTURAL NEW CONCRETE PAD FOR GENERATOR PER STRUCTURAL 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC 1/16" = 1'-0" A01SOUTH ELEVATION - LEFT/SIDE 1/16" = 1'-0" H01WEST ELEVATION - BACK 1/16" = 1'-0" N01NORTH ELEVATION - RIGHT/SIDE 1/16" = 1'-0" T01EAST ELEVATION - FRONT BUILDING ELEVATIONS R.E. CLARK A201 1. 01/12/2009 - ASI #2 RESUBMITTAL TO JHA (PERMIT #B08-1554) 1 1 1
- 28. REMODELED EXIT NEW LAY-IN CEILING NEW BEAMAND BAR JOIST STRUCTURE 7'-9"+/- NEW ROOFTOP UNIT NEW ROOFTOP UNIT NEW ROOFTOP UNIT NEW ROOFTOP UNIT NEW ROOFTOP UNIT 4' X 8' PLYWOOD PTD.1" PREFINISHED TECTUM 11'-8" 1" PREFINISHED TECTUM PLYWOOD WAINSCOT ON THIS WALL EXISTING NEW FRAMING FOR RTU: RE: STRUCT. NEW FRAMING FOR RTU: RE: STRUCT. NEW FRAMING FOR RTU: RE: STRUCT. NEW FRAMING FOR RTU: RE: STRUCT. N10 A501A27 A401 LINE OF SIGHT 7'-9"+/- NEW ROOFTOP UNIT RAMONA AVENUE NEW ROOFTOP UNIT NEW ROOFTOP UNIT NEW ROOFTOP UNIT NEW ROOFTOP UNIT 7'-9"+/- NEW ROOFTOP UNIT NEW ROOFTOP UNIT NEW ROOFTOP UNIT NEW ROOFTOP UNIT NEW ROOFTOP UNIT EXISTING WALL 9'-0" 9'-0" 9'-0" 4' X 8' PLYWOOD PTD. 4' X 8' PLYWOOD PTD. M01A602 M01A602 M01A602 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC 1/16" = 1'-0" V01BUILDING SECTION AND INTERIOR ELEVATION 1" = 20'-0" OO1SITE SECTION SECTIONS BUILDING & SITE R.E. CLARK A301 1/16" = 1'-0" KO1INTERIOR ELEVATION 1/16" = 1'-0" K07BUILDING SECTION AND INTERIOR ELEVATION
- 29. EXISTING RAILS TO BEREMOVED NEW 1" INSULATED GLASS TRANSOM EXISTING STAIRWAY TO BE REMOVED NEW 1-1/2" DIA. HANDRAIL 11"1'-0" EXISTING STAIR TO BE REMOVED EXISTING PLATFORM TO BE REMOVED EXISTING CONVEYOR TO BE REMOVED FOR RE-ROUTING. EXISTING HANDRAILS TO BE REMOVED T09 A601 T09 A601 TONE DENOTES EXISTING PRECAST WALLS 1'-4" 3'-9" NEW WALL TO BE BUILT AROUND EXISTING DOWN SPOUTS EXISTING CURB TO REMAIN ALIGN NEW STAIR WITH CURB EXISTING STAIR AND HANDRAILS TO BE REMOVED A16 A401 A27 A401 NEW WALKWAY SIMILAR TO EXISTING 11"11"11"11" APPROXIMATE LINE OF EDGE AT EXISTING WALK 8'-3 1/2" F.V. NEW CIP WALL AND FOOTING RE: STRUCT. 1'-0" 2'-101/2" 11" 1-1/2" DIA. PIPE RAIL AT OUTSIDE EDGE SHOWN DOTTED 61/8"F.V. 11" MIN. 4" SPHERE MUST NOT PASS THROUGH 6" SPHERE MUST NOT PASS THROUGH 53/8" 53/8" 53/8" 53/8" 63/4" #3 CONT. BAR AT NOSING C.I.P. ABRASIVE SAFETY NOSING REINFORCING PER STRUCT. 3" SLEEVE 2'-5"F.V. CAST IN PLACE STEM WALLS. FINISH BY BUSHHAMMERING OR CONSTRUCT WITH SYMONS SMALL CRUSHED STONE FORM LINER. AVAILABLE FROM: SYMONS BY DAYTON SUPERIOR 2400 ARTHUR AVENUE ELK GROVE, IL. 60007 800-800-SYMONS info@symons.com 12" EXISTING WALK 2'-6" F.V. RE: STRUCTURAL FOR WALLS CHEEKWALL NOT SHOWN FOR CLARITY AND FOOTINGS EXISTING CONSTRUCTION SHOWN SHADED EXISTING RAIL TO BE REMOVED EXISTING STAIRWAY TO BE REMOVED EXISTING WALL TO BE REMOVED EXISTING DOOR TO BE REMOVED NEW 1" INSULATED GLASS TRANSOM 2'-9" NEW LAY-IN CEILING EXISTING STEPS HANDRAILS AND CONVEYOR TO BE REMOVED EXISTING PRECAST TO BE REMOVED FOR NEW DOOR FRAME PER STRUCTURAL NEW CIP STAIR PER STRUCTURAL 2'-10" 1'-0" 11"1'-0" EXISTING HANDRAIL TO BE REMOVED NEW 1 1/2" DIA. HANDRAIL PTD. AND WALL PATCHED AND REPAIRED EXISTING STAIRS TO BE REMOVED PROFILE OF NEW STAIRS 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC 1/2" = 1'-0" A27WALL SECTION PLAN & DETAILS EXIT REMODEL R.E. CLARK A401 1 1/2" = 1'-0" P01EXTERIOR STAIR ELEVATION 1/2" = 1'-0" A16EXTERIOR ELEVATION 1/2" = 1'-0" AO1PLAN AT EXIT - DOOR # 111 1 1/2" = 1'-0" P22HANDRAIL AT WALL
- 30. 3 5/8"5/8" 5/8" 47/8" HEAD PLAN BASE CONTINUOUS METAL RUNNER TRACK ANCHORED TO SLAB WALL BASE RE: FINISH SCHEDULE EXISTING DECK (CONCRETE) ELASTOMERIC SEALANT (EA. SIDE) 2-1/2" ACOUSTICAL BATT INSULATION 5/8" TYPE X GYP. PANEL (EA. SIDE) SLIP TRACK (CONT.) GLASS BATT MTL. STUDS (3-5/8" @ 24" O.C. (25 GA.) ELASTOMERIC SEALANT (EA. SIDE) HEAD PLAN BASE CONTINUOUS METAL RUNNER TRACK ANCHORED TO SLAB WALL BASE RE: FINISH SCHEDULE ELASTOMERIC SEALANT (EA. SIDE) 2-1/2" ACOUSTICAL BATT INSULATION 5/8" TYPE X GYP. PANEL (EA. SIDE) MTL. TRACK (CONT.) GLASS BATT MTL. STUDS (3-5/8" @ 24" O.C. (25 GA.) ELASTOMERIC SEALANT (EA. SIDE) CEILING RE: REFLECTED CEILING PLAN AND FINISH SCHEDULE METAL BRACE TO STRUCTURE @ 4'-0" O.C. BOTH WAYS FINISH FLOOR (SLAB ON GRADE OR 6" RAISED FLOOR) 1" TECTUM PANEL FACTORY FINISHED WHITE GALV. Z- FACTORY FINISHED WHITE METAL STUDS RE: STRUCT. 1 LAYERS 3/4" PLYWOOD EA. SIDE. 3/4" PLYWOOD TO 48" AFF BOTH SIDES AFF - PAINT /PLAN 1" TECTUM PANEL BOTH SIDES RE: FINISH (P-1) FINISH FLOOR PER PLAN 5" 3 X 3 X 3 8" BARE STEEL ANGLE BOLTED TO CONC. FLOOR W/ 1 2" EXPANSION ANCHORS @ 24" O.C. GALV. Z BOTH SIDES 6" CEILING RE: REFLECTED CEILING PLAN AND FINISH SCHEDULE METAL STUDS RE: STRUCT. 1 LAYERS 5/8" TYPE X GYPSUM PANELS EA. SIDE. . EXP. / CONT. REF. STRUCT. SLIP TRACK RE: STRUCT. 11'-8" PER STRUCTURAL 6" PER STRUCTURAL 3 4"PLYWOOD BOTH SIDES TO NEW STRUCTURE HEAD PLAN BASE 8" MTL. STUDS RE: STRUCTURAL 8" NEW STEEL FRAMING PER STRUCTURAL VAPOR BARRIER 3/4" PLYWOOD TO 48" AFF BOTH SIDES AFF - PAINT /PLAN FINISH FLOOR PER PLAN 5" 3 X 3 X 3 8" BARE STEEL ANGLE BOLTED TO CONC. FLOOR W/ 1 2" EXPANSION ANCHORS @ 24" O.C. PLAN BASE 8" MTL. STUDS RE: STRUCTURAL 1 LAYERS 5/8" TYPE X GYPSUM PANELS EA. SIDE. 6" CEILING RE: REFLECTED CEILING PLAN AND FINISH SCHEDULE 11'-8" PER STRUCTURAL 8" HEAD 3 5/8"5/8" 5/8" 4 7/8" HEAD PLAN BASE CONTINUOUS METAL RUNNER TRACK ANCHORED TO SLAB WALL BASE RE: FINISH SCHEDULE ELASTOMERIC SEALANT (EA. SIDE) 2-1/2" ACOUSTICAL BATT INSULATION 5/8" TYPE X GYP. PANEL (EA. SIDE) SLIP TRACK (CONT.) GLASS BATT MTL. STUDS (3-5/8" @ 24" O.C. (25 GA.) ELASTOMERIC SEALANT (EA. SIDE) 3 5/8"5/8" 5/8" 4 7/8" 9'-6"F.V.TOCONTINUEEXISTING1HOURTUNNEL HEAD PLAN BASE CONTINUOUS METAL RUNNER TRACK ANCHORED TO SLAB WALL BASE RE: FINISH SCHEDULE 2-1/2" ACOUSTICAL BATT INSULATION 5/8" TYPE X GYP. PANEL (EA. SIDE) MTL. TRACK (CONT.) GLASS BATT MTL. STUDS (3-5/8" @ 24" O.C. (25 GA.) ELASTOMERIC SEALANT (EA. SIDE) CEILING RE: REFLECTED CEILING PLAN AND FINISH SCHEDULE METAL BRACE TO STRUCTURE @ 4'-0" O.C. BOTH WAYS FINISH FLOOR (SLAB ON GRADE OR 6" RAISED FLOOR) PER STRUCTURAL PER STRUCTURAL 10' - 8" F.V. CEILING RE: REFLECTED CEILING PLAN AND FINISH SCHEDULE 35/8"5/8"5/8" 47/8" 10' - 5" F.V. EXISTING GUARDRAIL TO BE REMOVED FF CEILING PER PLAN TONED AREA DENOTES EXISTING CONSTRUCTION PERIMETER DETAIL RE: STRUCT. 5 8" GYP. PANEL BOTH SIDES 3 5/8"5/8" 5/8" 4 7/8" 11' - 8" 19' - 2" PER STRUCTURAL R-13 GLASS BATT INSULATION PLAN 11' - 6" F.V. 11' - 0" F.V. 4' - 0" F.V. 3 5/8" 25 GUAGE METAL STUDS @ 24" O.C. 1" TECTUM PANEL FACTORY FINISHED WHITE GALV. Z- FACTORY FINISHED WHITE CEILING RE: REFLECTED CEILING PLAN AND FINISH SCHEDULE VAPOR BARRIER 3/4" PLYWOOD TO 48" AFF BOTH SIDES AFF - PAINT /PLAN FINISH FLOOR PER PLAN PLAN BASE 3 5/8" 20 GUAGE MTL. STUDS AT 24" O.C. 1 LAYER 5/8" TYPE X GYPSUM PANELS EA. SIDE. 6" CEILING RE: REFLECTED CEILING PLAN AND FINISH SCHEDULE 11'-8" PER STRUCTURAL 8" HEAD 1" TECTUM PANEL FACTORY FINISHED WHITE VAPOR BARRIER9'-0" PER STRUCTURAL MTL. TRACK (CONT.) METAL BRACE TO STRUCTURE @ 4'-0" O.C. BOTH WAYS 3 5/8" 20 GUAGE MTL. STUDS AT 24" O.C. 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC 1-1/2"=1'-0" A01WALL TYPE 2 - WALL DEMISING THE VAULT 1-1/2" = 1'-0" N10WALL TYPE 4 - BETWEEN ROOMS 186 &192 1-1/2" = 1'-0" N01WALL TYPE 1 - OFFICE PARTITION 1-1/2"=1'-0" A10WALL TYPE 3 - DEMISING WALL 1-1/2"=1'-0" A19WALL TYPE 5 - NEW ALCOVE @ 1 HOUR CORRIDOR - DOOR 137 1-1/2"=1'-0" A28WALL TYPE 7 - ALCOVES AT DOORS 191 & 193 1-1/2"=1'-0" N19WALL TYPE 6 - PARTITION 1-1/2"=1'-0" N28WALL TYPE 8 - PARTITION ABOVE THE VAULT WALLS TYPES & SECTIONS R. E. CLARK A501 1. 01/12/2009 - ASI #1 CHANGES TO ROOM NO. 171 VOID 1 1 1 1
- 31. 10' - 5"F.V. EXISTING GUARDRAIL TO BE REMOVED & RETURNED TO OWNER FF CEILING PER PLAN TONED AREA DENOTES EXISTING CONSTRUCTION PERIMETER DETAIL RE: STRUCT. 5 8" GYP. PANEL BOTH SIDES 11' - 6" F.V.11' - 6" AFF 6" EXISTING lADDER TO REMAIN. CEILING PER PLAN TONED AREA DENOTES EXISTING CONSTRUCTION 5 8" TYPE X GYP. PANEL 2" 2'-8" EXISTING BEAM EXISTING JOISTS METAL BRACE TO STRUCTURE @ 4'-0" O.C. MTL. STUDS (3-5/8" @ 16" O.C. (25 GA.) 3 5/8"5/8" 5/8" 4 7/8" 11' - 6" F.V. 19' - 2" PER STRUCTURAL GLASS BATT INSULATION 1 X WOOD SILL HM DOOR AND FRAME PER SCHEDULE CONTINUOUS METAL RUNNER TRACK ANCHORED TO SLAB FINISH FLOOR PER PLAN CAULK 3 5/8" 25 GUAGE METAL STUDS @ 24" O.C.WITH 20 GAUGE TRACK, TOP & BOTTOM VAPOR BARRIER GLASS BATT INSULATION AIR SPACE SLIP TRACK CAULK CONTINUOUS METAL RUNNER TRACK ANCHORED TO SLAB CAULK VAPOR BARRIER GLASS BATT INSULATION AIR SPACE TONED AREA DENOTES EXISTING CONSTRUCTION WALL BASE RE: FINISH SCHEDULE SAFETY CHAIN PER STRUCTURAL 11' - 8" AFF 10' - 5" F.V. 19' - 2" WARNING SIGN 4'-0" AFF 11' - 0" AFF 11' - 8" 23/4" 43/4"+/- 18' - 10" R-13 GLASS BATT INSULATION 3 5/8" 25 GUAGE METAL STUDS @ 24" O.C. WITH 20 GAUGE TRACK, TOP & BOTTOM 3 5/8" 25 GUAGE METAL STUDS @ 24" O.C. 3 5/8" 25 GUAGE METAL STUDS @ 24" O.C. CEILING RE: REFLECTED CEILING PLAN AND FINISH SCHEDULE 1 LAYER 5/8" GYPSUM BOARD (EXPOSED SIDE ONLY) FLOOR TO STRUCTURE. 25 GA. 3 5/8"" METAL STUDS @ 24" O.C. WITH 20 GAUGE TRACK, TOP & BOTTOM REF. FINISHES. CONTINUOUS 20 GAUGE METAL TRACK EXISTING STRUCTURE INSTALL CONTINUOUS 4" SLIP CHANNEL AT STUD TO ROOF STRUCTURE. REF. STRUCTURAL. 11'-8" HEAD PLAN BASE 3 X 3 X 1/4 STEEL ANGLE BOLTED TO CONC. FLOOR W/ EXPANSION ANCHORS @ 48" O.C. 6"MAX.4'-0"MAX. 1" 4" REF. STRUCTURAL. CONTINUOUS BLOCKING AS REQUIRED FOR ANCHORING TOP TRACK R-19 GLASS BATT INSULATION PER STRUCTURAL 6"8" 5" 1" TECTUM PANEL FACTORY FINISHED WHITE GALV. Z 4" 1" 6"MAX. 11'-6" 6" CEILING PER PLAN 6 X 10 METAL BOX HEADER PER STRUCTURAL CHAIN LINK FENCING INSTALLED HORIZONTALLY AND WIRE TIED TO JOIST FLANGES PERIMETER DETAIL COLUMN BEYOND PER STRUCTURAL CHAIN LINK FENCE CHAIN LINK POST BEYOND HORIZONTALS PER FENCE MANUFACTURERS RECOMMENDATIONS PER STRUCTURAL 12'-0" RE: STRUCTURAL PER STRUCTURAL 4" 11'-6" CEILING PER PLAN CEILING PER PLAN PERIMETER DETAIL COLUMN BEYOND PER STRUCTURAL CHAIN LINK POST BEYOND HORIZONTALS PER FENCE MANUFACTURERS RECOMMENDATIONS 6" PER STRUCTURAL RE: STRUCTURAL 12'-0" 2 x 4 LIGHT FIXTURE PER ELECTRICAL COORDINATE SPACING OF CHAIN LINK SUPPORTS TO ALSO ANCHOR LIGHT FIXTURES CHAIN LINK FENCE 6 X 10 METAL BOX HEADER PER STRUCTURAL PER STRUCTURAL 4" CHAIN LINK FENCING INSTALLED HORIZONTALLY AND WIRE TIED TO JOIST FLANGES CEILING RE: REFLECTED CEILING PLAN AND FINISH SCHEDULE CONTINUOUS METAL RUNNER TRACK 1 LAYER 5/8" GYPSUM BOARD (EXPOSED SIDE ONLY) WITH TAPED AND SPACKLED JOINTS FROM FLOOR TO 6" ABOVE SPECIFIED CEILING OVER 25 GA. 3 5/8"" METAL STUDS @ 24" O.C. WITH 20 GAUGE TRACK, TOP & BOTTOM CONTINUOUS METAL RUNNER TRACK ANCHORED TO SLAB FINISH FLOOR PER PLAN 6" 11'-8" PER STRUCTURAL WALL BASE RE: FINISH SCHEDULE 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC 1-1/2"=1'-0" A28WALL TYPE F - FURRING ON EXTERIOR WALL SECTION 1-1/2"=1'-0" N19SECTION AT DOORS ABOVE VAULT 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC WALLS TYPES & SECTIONS R. E. CLARK A502 1-1/2"=1'-0" N10SECTION & CEILING DETAIL AT EXISTING LADDER 1-1/2"=1'-0" N01WALL TYPE F2 - FURRING ON EXTERIOR WALL AT VAULT 1-1/2"=1'-0" A19DETAIL AT CHECKS CAGE WALL CEILING 1-1/2"=1'-0" A10DETAIL AT CHECKS CAGE WALL CEILING 1-1/2"=1'-0" A10WALL TYPE F1 - FURRING ON EXTERIOR WALL - IDF RMS & OFFICES 1. 12/10/2008 - ADDENDUM # 2 2. 12/11/2008 - ADDENDUM # 5 3. 01/12/2009 - ASI # 1 CHANGES TO ROOM NO 171 1 2 3 3 3 3 3 3 3
- 32. 2'-10"10"3'-4" 1'-8" 3'-0" 3'-0" 3'-0" N10A503A10 A503 HPL-2HPL-2 HPL-1 P-1 HPL-1 HPL-2 HPL-2 HARDWARE (STYLE & FINISH - TBD) LOCKS AS INDICATED CONCEALED HINGES P-1 CT-1 ACT-4 P-1 4" BACK SPLASH (HPL-1) 2'-10"6" 7'-0" AFF EQ.EQ. 4'-4" 5'-0" 2"2" 2" 2" HM FRAME (P-6) 1/2" TEMP. FLOAT GLASS - BEVEL BOTTOM EDGE OPEN HM FRAME (P-6) COUNTER (HPL-3) 34" AFF B-1 P-1 CT-1 ACT-4 P-1 B-1 P-1 1'-6" 1'-6" STEEL BRACKET PAINT (P-6) 9" RADIUS EA. END A17 A503 A17A503 10" 6" 4" 2"2"2" 4 7/8" 6" 3/8" x 2" STEEL BRACKETS (P-6) BLOCKING REF. WALL TYPE 1/2" TEMPERED CLEAR FLOAT GLASS. BOTTOM EDGE BEVELED. JAMB HEAD SILL HM FRAME (P-6) HM FRAME (P-6) 1/2" HM FRAME (P-6) CAULK CAULK HPL-2 HPL-2 HPL-1 HPL-1 HPL-1 HPL-1 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 CENTER LINE OF WALL 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC INTERIORS ELEVATIONS / DETAILS RICHARD R. CLARK A5031/2"=1'-0" A01ELEVATION - WEST WALL OF ROOM 130 1/2"=1'-0" G01ELEVATION - EAST WALL OF ROOM 135 1-1/2"=1'-0" N10MILLWORK SECTION - EAST WALL OF ROOM 135 1-1/2"=1'-0" A10MILLWORK SECTION - EAST WALL OF ROOM 135 1-1/2"=1'-0" A17WINDOW & MILLWORK SECTION - ROOM 135 3"=1'-0" G17CENTER NEW WALL ON EXISTING WINDOW VERTICAL 1 1. 12/10/2008 - ADDENDUM # 2
- 33. SOLID CORE WOOD DOORPER SCHEDULE PROVIDE DOUBLE STUDS AT ALL JAMB LOCATIONS REFER TO PLAN FOR WALL TYPE. HOLLOW METAL FRAME PAINTED 2" 6" STANDARD DIMENSION @ HINGESIDE TO PERPENDICULAR WALL LATEX CAULK LATEX CAULK DOOR PER SCHEDULE FINISH FLOOR PER SCHEDULE DOOR PER DOOR SCHEDULE JAMB & WALL BEYOND NOTE: FILL W/ BODY PUTTY ANY EXPAND SCREWS - SAND SMOOTH HOLLOW METAL FRAME BATT INSULATION ADJACENT WALL WHERE OCCURS EXISTING STRUCTURE 3/4" PLYWOOD TO 48" AFF (PAINT P-2) 3 X 3 X 1 4 x 48" STEEL ANGLE SCREWED INTO SOLID BLOCKING 1" 4" 11/4" DOUBLE METAL STUDS @ JAMBS 1 LAYER 5 8" TYPE X GYP. PANELS BOTH SIDES. DOOR AND FRAME PER SCHEDULE 1" TECTUM PANEL FACTORY FINISHED WHITE DOOR AND FRAME PER SCHEDULE 1-3/4" X 1-1/4" X 1 4" STEEL ANGLE TO 48" AFF. 1 LAYER 5 8" TYPE X GYP. PANELS BOTH SIDES. 10'-0" PTD. 12" X 11 2" CHANNEL FRAME SOLID BLOCKING 1'-7" 1'-4 1/2" 11/2" PER STRUCTURAL 11'-8" LAY-IN CEILING 1 LAYER 5 8" TYPE X GYP. 1 LAYER 3/4" PLYWOOD BOTH SIDES. 1" TECTUM PANEL FACTORY FINISH WHITE PTD. 12" X 11 2" CHANNEL FRAME SOLID BLOCKING 1 LAYER 5 8" TYPE X GYP. 3 1/2" VER. O.H. DOOR AND FRAME PREFINISHED WHITE J-MOULD TRIM 1 LAYER 3 4" PLYWOOD EA. SIDE SEALANT 1 LAYER 3 4" PLYWOOD EA. SIDE 3/4" PLYWOOD TO 48" AFF (PAINT P-2) 1 LAYER 5 8" TYPE X GYP. PANELS BOTH SIDES. DOOR & FRAME PER SCHEDULE SOLID BLOCKING (P-1) C8X1-5/8X18GA 1X1-1/4X18GA TRACK EXISTING STRUCTURE 1" 4" 1 5/8" EXISTING DOOR FRAME TO BE REMOVED AND REPLACED. NEW 1" INSULATING GLASS TRANSOM STOP NEW HEAD. RELOCATED DOOR AND HARDWARE 1" TECTUM PANEL FACTORY FINISH WHITE 12" X 1 1 2" STEEL CHANNEL FRAME 3/4" PLYWOOD TO 48" AFF (PAINT P-2) 2 LAYERS 5 8" TYPE X GYP. PANELS BOTH SIDES. VINYL STRIP CURTAIN PREFINISHED WHITE J-MOULD TRIM PAINTABLE SEALANT 5 8" GYP. BD. PTD 7 8" HAT CHANNELS WITH 5 8" GYPSUM BOARD 12" CHANNEL PER STRUCTURAL PAINTED 1" TECTUM PANEL FACTORY FINISHED WHITE DOOR AND FRAME PER SCHEDULE 1-3/4" X 1-1/4" X 1 4" STEEL ANGLE TO 48" AFF. RETURN GYP. TO WALL AND FINISH @ END OF CHANNEL TONE DENOTES EXISTING CONSTRUCTION AT END OF CHANNEL PROVIDE PREFINISHED WHITE J-MOULD AT EDGE OF TECTUM 11/2"8" 1" 7 8" HAT CHANNELS WITH 5 8" GYPSUM BOARD TONE DENOTES EXISTING CONSTRUCTION DOTTED LINE DENOTES CHANNEL ABOVE 1" FACTORY FINISHED WHITE TECTUM PANEL 5"8" 8"1'-8" A B C D E F A B C D F DOOR & HARDWARE SCHEDULE DOOR FRAME FIRERATINGLABEL HARDWARE FUNCTIONAL DESCRIPTION NOTES NO SIZE SWING MATERIAL CORE FINISH TYPE MATERIAL FINISH TYPE CLOSER DETAIL SETNO KEYSID E RM NO WIDTH HT THK INSIDE OUT INSIDE OUT HEAD JAMB SILL 106 3'-0" 7'-0" 1-3/4" LHR 2 3 7-P5 7-P6 A 12 7-P5 7-P6 A 14 F16/A601SIM. T09/A601SIM - - 1 EXT EXIT - DETEX 14, 20, 22, 24, 39, 42, 43 107 3'-0" 7'-0" 1-3/4" RHR 2 3 7-P5 7-P6 B 12 7-P5 7-P6 B 14 F16/A601SIM. T09/A601SIM - - 2 EXT ENTRY - EXIT - CR 14, 20, 22, 24, 35, 37, 42, 43 108 10'-0" 10'-0" 3/4" OVHD 2 3 7-P5 7-P6 C 13 7-P5 7-P6 C - - - - - 3 EXT OVERHEAD H-D ROLLING SERVICE DOOR 16, 17, 42 109 3'-0" 7'-0" 1-3/4" RHR 2 3 7-P5 7-P6 A 12 7-P5 7-P6 A 14 F16/A601SIM. T09/A601SIM - - 1 EXT EXIT - DETEX 14, 20, 22, 24, 39, 42, 43 111 3'-0" 7'-0" 1-3/4" RHR 2 3 7-P5 7-P6 B 12 7-P5 7-P6 B 14 F16/A601 T09/A601 - - 16 EXT EXIT - DETEX 14, 20, 22, 24, 35, 39, 43 132 3'-0" 7'-0" 1-3/4" RH 4 6 4 4 A 12 7-P5 7-P5 A - T01/A601 L01/A601 F01/A601 - 4 136 OFFICE - LATCHSET 23 133 3'-0" 7'-0" 1-3/4" RH 4 6 4 4 A 12 7-P5 7-P5 A - T01/A601 L01/A601 F01/A601 - 4 136 OFFICE - LATCHSET 23 134 3'-0" 7'-0" 1-3/4" LH 4 6 4 4 A 12 7-P5 7-P5 A - T01/A601 L01/A601 F01/A601 - 4 136 OFFICE - LATCHSET 23 136 3'-0" 7'-0" 1-3/4" RHR 4 6 4 4 E 12 7-P5 7-P5 A 14 T01/A601 L01/A601 F01/A601 - 5 135 EGRESS - CR 14, 20, 22, 24, 37, 41 137 3'-0" 7'-0" 1-3/4" LHR 4 6 4 4 A 12 7-P5 7-P5 A 14 T01/A601 L01/A601 F01/A601 26 6 149 PANIC - EGRESS 14, 20, 21, 22, 26 138 3'-0" 7'-0" 1-3/4" RH 4 6 4 4 A 12 7-P5 7-P5 A - T01/A601 L01/A601 F01/A601 - 7 142 OFFICE - LOCKSET 22 139 3'-0" 7'-0" 1-3/4" RH 4 6 4 4 A 12 7-P5 7-P5 A - T01/A601 L01/A601 F01/A601 - 4 142 OFFICE - LATCHSET 23 140 3'-0" 7'-0" 1-3/4" RH 4 6 4 4 A 12 7-P5 7-P5 A - T01/A601 L01/A601 F01/A601 - 4 136 OFFICE - LATCHSET 23 141 3'-0" 7'-0" 1-3/4" LH 4 6 4 4 A 12 7-P5 7-P5 A - T01/A601 L01/A601 F01/A601 - 4 136 OFFICE - LATCHSET 23 171 4'-0" 7'-0" 1-3/4" LH 2 3 7-P5 7-P5 A 12 7-P5 7-P5 A 14 F23/A601 A23/A601 - - 8 193 OFFICE - CR 14, 20, 22, 27, 37, 38 182 183 PAIR: 3'-0" 7'-0" 1-3/4" PAIR 2 3 7-P5 7-P5 F 12 7-P5 7-P5 F - A28/A501 L01/A601 A28/A501 - 10 193 CLOSET - LOCKSET (ALWAYS LOCKED) 22, 46 184 3'-0" 7'-0" 1-3/4" RH 2 5 7-P5 7-P5 A 12 7-P5 7-P5 A - T01/A601 L01/A601 F01/A601 - 11 193 OFFICE - CR (CONFIRM CR) 20, 22, 37 185 3'-0" 7'-0" 1-3/4" LHR 2 5 7-P5 7-P5 A 12 7-P5 7-P5 A 14 T01/A601 M01/A601 F01/A601 - 12 192 CLOSET - CR 14, 20, 22, 37 186 8'-0" 10'-0" - N/A 45 - 7-P5 7-P5 D 12 7-P5 7-P5 D - T01/A602 A16/A601 - - 13 - HANGING STRIPS 13, 45 187 4'-0" 10'-0" 1-3/4" LHR 2 5 7-P5 7-P5 A 12 7-P5 7-P5 A 14 T01/A601 L01/A601 F01/A601 - 14 186 OFFICE - CR 14, 20, 22, 37, 38 188 3'-0" 7'-0" 1-3/4" RH 2 5 7-P5 7-P5 A 12 7-P5 7-P5 A - T01/A601 L01/A601 F01/A801 - 11 186 OFFICE - CR (CONFIRM CR) 20, 22, 37 189 8'-0" 10'-0" - N/A 45 - 7-P5 7-P5 D 12 7-P5 7-P5 D - T01/A602 A16/A601 - - 13 - HANGING STRIPS 13, 45 191 3'-0" 7'-0" 1-3/4" LHR 2 3 7-P5 7-P5 A 12 7-P5 7-P5 A 14 F09/A801 L09/A801 - - 5 127 EGRESS - CR 14, 20, 22, 24, 37 192 10'-0" 10'-0" 3/4" OVHD 2 3 7-P5 7-P5 C 13 7-P5 7-P5 C 40 A09/A601 A16/A601 A09/A801 - 13 127 OVERHEAD W/ HIGH ENERGY OPENER 2, 3, 13, 14, 37, 40, 44 193 3'-0" 7'-0" 1-3/4" RHR 2 3 7-P5 7-P5 A 12 7-P5 7-P5 A 14 F09/A601 L09/A601 - - 5 127 EGRESS - CR 14, 20, 22, 24, 37 194 3'-0" 7'-0" 1-3/4" RHR 2 5 7-P5 7-P5 A 12 7-P5 7-P5 A 14 T01/A601 L01/A601 F01/A601 - 15 193 CLOSET - CR 14, 20, 22, 37 NOTES: • ANY DOOR NOT LISTED IN THE SCHEDULE IS EXISTING TO REMAIN. • ALL (EXISTING & NEW FOR ENTIRE BUILDING) EXIT DOORS SHALL HAVE LIT EXIT SIGNS AND ADA TACTILE SIGNS. DOOR NOTES: 1. ALUMINUM & GLASS 2. METAL 3. INSULATED 4. WOOD - RED OAK - WATCO FIN. 5. HOLLOW 6. SOLID 7. PAINT 8. PREFINISHED 9. PRIMED 10. ANODIZED 11. ALUMINUM 12. COLD ROLLED STEEL 13. STEEL ANGLE 14. OVERHEAD CLOSER 15. FLOOR CLOSER 16. WINDLOCKS 17. HASP W/ THROW LATCH 18. PUSH/PULL 19. VIEW PANEL (WIRED) 20. KICK PLATE 21. PANIC HARDWARE 22. LOCKSET 23. LATCHSET 24. EXIT SIGN 25. MARBLE THRESHOLD 26. 20 - MINUTE 27. 3 - HOUR 28. "DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" SIGN TO BE INSTALLED 29. 3/4" UNDERCUT @ DOOR 30. CHAIN - LINK 31. PIPE 32. FLUSH BOLT 33. CHAIN GUARD 34. 1 - HOUR 35. 3'-0" TRANSOM 36. 90 - MINUTE 37. CARD READER 38. ARMOR PLATE 39. DETEX 40. HIGH ENERGY OPENER 41. VISION PANEL 42. USE EXISTING FRAME 43. USE EXISTING DOOR 44. ACCESS LOOP 45. HANGING STRIP DOOR 46. SAFETY CHAIN & WARNING SIGN DOOR SCHEDULES TYPES & DETAILS R. E. CLARK A601 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC 1-1/2"=1'-0" T09JAMB DETAIL 1-1/2"=1'-0" L09JAMB DETAIL 1-1/2"=1'-0" F09HEAD & SILL DETAIL 1-1/2"=1'-0" T01HEAD DETAIL 1-1/2"=1'-0" L01JAMB DETAIL 1-1/2"=1'-0" F01SILL DETAIL 1-1/2"=1'-0" A09HEAD DETAIL 1-1/2"=1'-0" A01JAMB DETAIL 1-1/2"=1'-0" A16JAMB DETAIL 1-1/2"=1'-0" F16HEAD DETAIL L16DOOR AND FRAME SCHEDULE - NOTES & TYPES 1-1/2"=1'-0" A23JAMB DETAIL 1-1/2"=1'-0" F23HEAD DETAIL 1. 01/12/2009 - ASI #1 CHANGES TO ROOM NO. 171 1
- 34. 5/8" TYPE XGYP. PANELS ON 4 SIDES. SOLID BLOCKING BEHIND 8" METAL STUDS 3/4" PLYWOOD PAINTED ON 4 SIDES TO 48" AFF ANGLES 10 1/2" 101/2" SEALANT 3" X 3" X 1/4" STEEL ANGLES ON 4 CORNERS TO 48" AFF 1 LAYER 3/4" PLYWOOD BOTH SIDES. 1" TECTUM PANEL BEYOND WITH WHITE J-MOULD EDGE PTD. 12" X 11 2" CHANNEL FRAME 3/8" DIA. THREADED ROD PER UNISTRUT SPECS. UNISTRUT J1207 PIPE HANGER AT 12" O.C. OR MATCH EXISTING 3/4" DIA. GALVANIZED PIPE PAINTED STRIP CURTAIN STEEL TUBE SLEEVES TO ROTATE ABOUT PIPE. 1 PER CURTAIN SIM. TO EXISTING. 3/4" PLYWOOD TO 48" AFF (PAINT /PLAN) 1" TECTUM PANEL (FACTORY FINISHED WHITE) FINISH FLOOR PER PLAN 3 X 3 X 3/8 STEEL ANGLE UNPRIMED AND UNFINISHED. BOLTED TO CONC. FLOOR W/ 1 2" EXPANSION ANCHORS @ 24" O.C. Z TRIM - FACTORY FINISHED WHITE CEILING RE: REFLECTED CEILING PLAN AND FINISH SCHEDULE 11'-8" 1 LAYER 5/8" TYPE X GYP. PANEL 4'-0" 5" 4'-0" PER STRUCTURAL J TRIM - FACTORY FINISHED WHITE J TRIM - FACTORY FINISHED WHITE 11'-0" 7'-0" REF. WALL TYPE REF. A09/A602 TECTUM INSTALLATION & ALTERNATE TECTUM INSTALLATION FINISH FLOOR 4'-0" AFF 11'-0" AFF FINISH CEILING TECTUM PANELS (WP-2) PLYWOOD PANELS PAINT COLOR / PLAN NOTES GYPSUM FINISH LEVEL - 4 (P-1) CONCRETE FLOOR ACOUSTICAL CEILING PANELS J-CHANNEL J-CHANNEL Z-CHANNEL 8'-0" 2'-7 3/4" GYPSUM BOARD (P-1) J-TRIM - WHITE FACTORY FINISH J-TRIM - WHITE FACTORY FINISH Z-TRIM - WHITE FACTORY FINISH 3/4" PLYWOOD PAINT /PLAN BEVELED EDGE TECTUM WALL PANEL 1" - WHITE FACTORY FINISH FASTNERS - WHITE FACTORY FINISH GYPSUM BOARD (P-1) J-TRIM - WHITE FACTORY FINISH J-TRIM - WHITE FACTORY FINISH Z-TRIM - WHITE FACTORY FINISH 3/4" PLYWOOD PAINT /PLAN BEVELED EDGE TECTUM WALL PANEL 1" - WHITE FACTORY FINISH FASTNERS - WHITE FACTORY FINISH 3/4" FURRING STRIPS 24" O.C. EDGES: TOP & BOTTOM OCF 1" 703 FIBERGLASS REF. WALL TYPE REF. WALL TYPE FASTNERS - WHITE FACTORY FINISH FASTNERS - WHITE FACTORY FINISH OCF 1" 703 FIBERGLASS BEVELED EDGE TECTUM WALL PANEL 1" - WHITE FACTORY FINISH 3/4" FURRING STRIPS 24" O.C. EDGES: TOP & BOTTOM BEVELED EDGE TECTUM WALL PANEL 1" - WHITE FACTORY FINISH MECHANICAL FASTNERS - ALTERNATE - TECTUM INSTALLATIONTECTUM INSTALLATION ROOM FINISH SCHEDULE ROOM FLOOR BASE COLUMNS WALLS CEILING NOTES NO NAME NORTH EAST SOUTH WEST TYPE HEIGHT 130 WORK ROOM CT-1 B-1 - P-1 P-1 P-1 P-1 ACT-4 EXISTING 3 131 WORK ROOM CT-1 B-1 - P-1 P-3 P-1 P-1 ACT-4 EXISTING 3 132 O-2 OFFICE CT-1 B-1 - P-1 P-1 P-1 P-1 ACT-4 EXISTING - 133 O-1 OFFICE CT-1 B-1 - P-1 P-1 P-1 P-1 ACT-4 EXISTING - 134 CONFERENCE ROOM CT-1 B-1 - P-1 P-1 P-1 P-1 ACT-4 EXISTING - 135 WAITING AREA CT-1 B-1 - P-1 P-1 P-1 P-1 ACT-4 EXISTING 3 199 RECEPTION CT-1 B-1 - P-2 P-1 P-1 P-3 ACT-4 EXISTING 3 136 OPEN OFFICE CT-1 B-1 P-1 P-1 P-2 P-3 P-2 ACT-4 EXISTING 3 137 ELECTRICAL ROOM ERF-1 B-1 - EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 1 138 OFFICE CT-1 B-1 - P-1 P-1 P-1 P-1 ACT-4 EXISTING - 139 O-1 OFFICE CT-1 B-1 - P-1 P-1 P-1 P-1 ACT-4 EXISTING - 140 STORAGE ROOM CT-1 B-1 - P-1 P-1 P-1 P-1 ACT-4 EXISTING - 141 O-2 OFFICE CT-1 B-1 - P-1 P-1 P-1 P-1 ACT-4 EXISTING - 142 OPEN OFFICE CT-1 B-1 P-1 P-2 - P-1 P-1 ACT-4 EXISTING 3 107 CHARGING AREA CCF-1 & P-7 WP-1 /B-2 P-4 - WP-1 (P-3) & WP-2 WP-1 (P-2) & WP-2 - ACT-1 11'-8" 2, 3, 5 111 VENDOR WORK AREA CCF-1 & P-7 WP-1 P-4 - WP-1 (P-3) & WP-2 WP-1 (P-2) & WP-2 WP-1 (P-3) & WP-2 ACT-1 11'-8" 2, 3, 5 171 SERVER ROOM CCF-1 B-1 - P-1 P-1 P-1 P-1 EXISTING EXISTING - 182 183 AIR COMPRESSOR EQPM PLATFORM CCF-1 - - GBF-2 GBF-2 GBF-2 GBF-2 ACT-2 - 2 184 VENDOR OFFICE CCF-1 B-1 - P-1 P-1 P-1 P-1 ACT-1 11'-8" 2 185 IDF ROOM CCF-1 B-1 - P-1 /GBF-3 P-1 /GBF-3 P-1 /GBF-3 P-1 /GBF-3 ACT-1 11'-8" 2 186 PRINT ROOM CCF-1 & P-7 WP-1 /B-2 P-4 WP-1 (P-2) & WP-2 WP-1 (P-3) & WP-2 WP-1 (P-2 /P-3) & WP-2 WP-1 (P-2 /P-3) & WP-2 ACT-1 11'-8" 2, 3, 5 187 CHECKS CAGE CCF-1 & P-7 WP-1 P-1 P-1 & CAGE WP-1 (P-3) & WP-2 WP-1 (P-2) & WP-2 CAGE ACT-1 & CAGE 11'-8" 2, 3, 4, 5 188 VENDOR OFFICE CCF-1 & P-7 B-1 - P-1 P-1 P-1 P-1 ACT-1 11'-8" 2 189 VENDOR AREA CCF-1 & P-7 WP-1 P-4 - - WP-1 (P-3) & WP-2 WP-1 (P-2) & WP-2 ACT-1 11'-8" 2, 3, 5 192 INSERTING AREA CCF-1 & P-7 WP-1 /B-2 P-4 WP-1 (P-2 /P-3) & WP-2 - WP-1 (P-2 /P-3) & WP-2 WP-1 (P-3) & WP-2 ACT-1 11'-8" 2, 3, 5 193 SORTING AREA CCF-1 & P-7 WP-1 /B-2 P-4 WP-1 (P-2 /P-3) & WP-2 WP-1 (P-2 /P-3) & WP-2 - WP-1 (P-2 /P-3) & WP-2 ACT-1 11'-8" 2, 3, 5 194 IDF ROOM CCF-1 B-1 - P-1 /GBF-3 P-1 /GBF-3 P-1 /GBF-3 P-1 /GBF-3 ACT-1 11'-8" 2 FINISH LEGEND KEY LABEL MATERIAL COMPANY DESCRIPTION NOTES FLAME SPREAD RATING FLOORING CT-1 CARPET TILE - OWNER FURNISHED OWNER INSTALLED SHAW CONTRACT GROUP EMBODY TILE 59414 - SULTRY NIGHTS 14925, 24" X 24" QUARTER TURN INSTALLATION ON EXISTING RAISED FLOOR (ERF-1) ASTM E-648 FLOOR RADIANT PANEL CLASS-1 ASTM E-662 NBS SMOKE CHAMBER LESS THAN 450 CCF-1 CONCRETE FLOOR W/ SEALER - EXISTING SEALED CONCRETE FLOOR SEAL ALL NEW CONCRETE (PATCHES, HOLES, CUTS, ETC.) - P-7 EPOXY FLOOR COATING SHERWIN WILLIAMS SW4084 SAFETY YELLOW EPOXY FLOOR COATING - GLOSS, SLIP RESISTANT. - ERF-1 EXISTING RAISED FLOOR (BARE) TATE EXISTING - TATE SERIES 900 CRS CONCORE ACCESS FLOOR PANELS (BARE) EXISTING RAISED FLOOR TO REMAIN (BARE) - BASE B-1 RUBBER BASE - OWNER FURNISHED OWNER INSTALLED FLEXCO BLACK/BROWN 071 : 4-INCH COVE BASE : ROLL GOODS ONLY NO SEAMS WITHIN 6-INCHES OF ANY CORNER SPREAD INDEX:150 ASTM:E-84 - 91A B-2 3" X 3" X 3/8" STEEL ANGLE - - L3x3x3/8 W/ 1/2" ANCHORS @ 24" - WALLS P-1 PAINT SHERWIN WILLIAMS SW7021 SIMPLE WHITE SATIN - GYPSUM FINISHES (GYPSUM BOARD FINISH LEVEL 4 (UNLESS INDICATED OTHERWISE)) P-2 PAINT SHERWIN WILLIAMS SW0007 DECOUROUS AMBER SATIN - GYPSUM FINISHES (GYPSUM BOARD FINISH LEVEL 4 (UNLESS INDICATED OTHERWISE)) GLOSS - PLYWOOD (SANDED, SEALED, CAULKED, PRIMED & PAINTED) P-3 PAINT SHERWIN WILLIAMS SW6529 SCANDA SATIN - GYPSUM FINISHES (GYPSUM BOARD FINISH LEVEL 4 (UNLESS INDICATED OTHERWISE)) GLOSS - PLYWOOD (SANDED, SEALED, CAULKED, PRIMED & PAINTED) P-4 PAINT INDUSTRIAL ENAMEL-100 SHERWIN WILLIAMS SW4084 SAFETY YELLOW GLOSS - STEEL STRUCTURAL COLUMNS & CONCRETE FILLED PIPE BOLLARDS COLUMN SURFACE PREP - DULL AND CLEAN BEFORE PAINTING, LIGHT SCUFF SAND WITH A POLE SANDER, THEN WIPE WITH A WATER SOLUBLE CLEANER P-5 PAINT SHERWIN WILLIAMS SW7048 URBANE BRONZE GLOSS - METAL DOOR FRAMES & METAL DOORS P-6 PAINT MATCH EXISTING MATCH EXISTING - EXTERIOR METAL, METAL DOORS & HM FRAMES MATCH EXISTING - EXTERIOR METAL, METAL DOORS & HM FRAMES GBF-1 GYPSUM BOARD FINISH LEVEL 1 LEVEL - 1 ABOVE CEILINGS ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE SET IN JOINT COMPOUND. SURFACE SHALL BE FREE OF EXCESS JOINT COMPOUND. TOOL MARKS AND RIDGES ARE ACCEPTABLE GBF-2 GYPSUM BOARD FINISH LEVEL 2 LEVEL - 2 WHERE INDICATED ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE EMBED¬DED IN JOINT COMPOUND AND WIPED WITH A JOINT KNIFE LEAVING A THIN COATING OF JOINT COMPOUND OVER ALL JOINTS AND INTERIOR ANGLES. FASTENER HEADS AND ACCESSORIES SHALL BE COVERED WITH A COAT OF JOINT COMPOUND. SURFACE SHALL BE FREE OF EXCESS JOINT COMPOUND. TOOL MARKS AND RIDGES ARE ACCEPTABLE. JOINT COMPOUND APPLIED OVER THE BODY OF THE TAPE AT THETIME OF TAPE EMBEDMENT SHALL BE CONSIDERED A SEPARATE COAT OF JOINT COMPOUND AND SHALL SATISFY THE CONDITIONS OF THIS LEVEL GBF-3 GYPSUM BOARD FINISH LEVEL 3 LEVEL - 3 WHERE INDICATED ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT COMPOUND AND ONE ADDITIONAL COAT OF JOINT COMPOUND APPLIED OVER ALL JOINTS AND INTERIOR ANGLES. FASTENER HEADS AND ACCESSORIES SHALL BE COVERED WITH TWO SEPARATE COATS OF JOINT COMPOUND. ALL JOINT COMPOUND SHALL BE SMOOTH AND FREE OF TOOL MARKS AND RIDGES. NOTE: IT IS RECOMMENDED THAT THE PREPARED SURFACE BE COATED WITH A DRYWALL PRIMER PRIOR TO THE APPLICATION OF FINAL FINISHES. SEE PAINTING/WALLCOVERING SPECIFICATION IN THIS REGARD GBF-4 GYPSUM BOARD FINISH LEVEL 4 LEVEL - 4 UNLESS INDICATED OTHERWISE ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT COMPOUND AND TWO SEPARATE COATS OF JOINT COMPOUND APPLIED OVER ALL FLAT JOINTS AND ONE SEPARATE COAT OF JOINT COMPOUND APPLIED OVER INTERIOR ANGLES. FASTENER HEADS AND ACCESSORIES SHALL BE COVERED WITH THREE SEPARATE COATS OF JOINT COMPOUND. ALL JOINT COMPOUND SHALL BE SMOOTH AND FREE OF TOOL MARKS AND RIDGES. NOTE: IT IS RECOMMENDED THAT THE PREPARED SURFACE BE COATED WITH A DRYWALL PRIMER PRIOR TO THE APPLICATION OF FINAL FINISHES. SEE PAINTING/WALLCOVERING SPECIFICATION IN THIS REGARD MISCELLANEOUS HPL-1 HIGH PRESSURE LAMINATE FORMICA ITEM 00837 10-58 SOLID COLOR 837 GRAPHITE, GRADE 10, FINISH -58 MATTE NO SURFACE SEAMS. BONDED TO AN APPROPRIATE SUBSTRATE, EITHER 45# DENSITY PARTICLE BOARD (ANSI A208.1 - 1999) OR MDF. REF. DETAILS AND SPECS. ASTM E-84 HPL-2 HIGH PRESSURE LAMINATE WILSONART ITEM 4783-60 (COLOR - WHITE TIGRIS) GENERAL PURPOSE (HGS) PRODUCT TYPE 107 FINISH #60 MATTE NO SURFACE SEAMS. BONDED TO AN APPROPRIATE SUBSTRATE, EITHER 45# DENSITY PARTICLE BOARD (ANSI A208.1 - 1999) OR MDF. REF. DETAILS AND SPECS. ASTM E-84 FLAME SPREAD - 40 / SMOKE DEVELOPED - 100 WHEN BONDED W/ CONTACT ADHESIVE TO PARTICLEBOARD SUBSTRATE; 3/8" HPL-3 HIGH PRESSURE LAMINATE TBD TBD NO SURFACE SEAMS. BONDED TO AN APPROPRIATE SUBSTRATE, EITHER 45# DENSITY PARTICLE BOARD (ANSI A208.1 - 1999) OR MDF. REF. DETAILS AND SPECS. ASTM E-84 WP-1 4 X 8 X 3/4" PLYWOOD PANEL FILLED, SANDED, CAULKED, PRIMED & PAINTED - - PAINTED PER PLAN, EITHER P-2 OR P-3 - WP-2 84" X 31-3/4" X 1" TECTUM PANEL FACTORY FINISHED - WHITE TECTUM, INC. - - CLASS A: FLAME SPREAD 0 - 25 CG-1 CLEAR PLASTIC 48" CORNER GUARD - - - - CG-2 3" X 3" X 1/8" X 48" STEEL ANGLE CORNER GUARD - - PAINTED PER PLAN, EITHER P-2 OR P-3 - CEILING ACT-1 MINERAL FIBER, WET-FORMED ACOUSTICAL CEILING PANELS ARMSTRONG SCHOOL ZONE FINE FISSURED ITEM # 1714 - WHITE 24 X 48 X 3/4" PRELUDE XL 15/16" EXPOSED TEE SYSTEM - WHITE - SEISMIC - CLASS 'A' : FLAME SPREAD 25 OR LESS (UL LABEL) ASTM E 1264, ASTM E 84, ASTM E 119 & ESR-1308 ACT-2 FIBERGLASS ACOUSTICAL CEILING PANELS ARMSTRONG PEBBLE ITEM # 2983 - WHITE 24 X 48 X 5/8" PRELUDE XL 15/16" EXPOSED TEE SYSTEM - WHITE - SEISMIC - CLASS 'A' : FLAME SPREAD 25 OR LESS (UL LABEL) ASTM E 1264, ASTM E 84, ASTM E 119 & ESR-1308 ACT-3 FIBERGLASS ACOUSTICAL CEILING PANELS ARMSTRONG PEBBLE ITEM # 2989 - WHITE 24 X 48 X 1" PRELUDE XL 15/16" EXPOSED TEE SYSTEM - WHITE - SEISMIC - CLASS 'A' : FLAME SPREAD 25 OR LESS (UL LABEL) ASTM E 1264, ASTM E 84, ASTM E 119 & ESR-1308 ACT-4 PROCOUSTIC ACOUSTIC. TILE & CEILING COATING PROCOAT PROCOUSTIC, ACOUSTICAL TILE AND CEILING COATING COLOR - WHITE REPLACE BROKEN TILES WITH NEW TILES COAT TILES & EXPOSED GRID SYSTEM ASTM E 84 (CLASS 'A' : FLAME SPREAD 25 OR LESS) ACT-5 ACOUSTICAL CEILING PANELS EXISTING TO REMAIN N/A - ETR - EXISTING TO REMAIN REPLACE BROKEN TILES WITH NEW TILES - CCC-1 EXPOSED CONCRETE EXISTING TO REMAIN N/A - ETR - EXISTING TO REMAIN - CLG-1 SUSPENDED GYPSUM PANEL LEVEL 4 FINISH - PAINTED ARMSTRONG SHERWIN WILLIAMS PAINT SW7021 - SIMPLE WHITE 5/8" TYPE 'X' GYPSUM PANEL & SUSPENSION SYSTEM (OR MTL JOISTS) SATIN - LEVEL 4 GYPSUM FINISH - 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 PROJECT SEAL SHEET DISCLAIMER REVISION SHEET TITLE 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 NOVEMBER 18, 2008 07655 PROJECT NUMBER FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 RELOCATION O.P.C. INSURANCE FARMERS 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. SH / MP / RRC TECTUM INSTALLATION... 6" = 1'-0" A09ALTERNATE FINISHES SCHEDULES /DETAILS RICHARD R. CLARK A602 NOTES: • PROVIDE 10% OF TOTAL REQ. FINISH MATERIAL TO TENANT FOR 'ATTIC STOCK'; CEILING TILE, CARPET TILE, PAINT, BASE, ETC. FINISH NOTES: 1. REMOVE EXISTING CARPET TILE. 2. ALTERNATE - BID (ACT-3) AS ALTERNATE. 3. REFER TO FLOOR PLANS FOR ADDITIONAL INFORMATION AND LOCATIONS OF FINISH MATERIALS AND COLORS. 4. REFER TO DETAILS FOR GALVANIZED CAGE. 5. ALTERNATE - BID A09/A602 AS ALTERNATE TO INDICATED & A14/A602... 3"=1'-0" M01COLUMN DETAIL 3"=1'-0" T01HEAD DETAIL 3" = 1'-0" A01DETAILSA18FINISHES - LEGEND & SCHEDULE T09FINISH NOTES 1/2" = 1'-0" M09ELEVATION - WALL FINISHES, ROOMS: 111, 107, 186, 189, 192 & 193 6" = 1'-0" A14TECTUM INSTALLATION 1. 12/10/2008 - ADDENDIM NO. 3 2. 01/12/2009 - ASI #1 CHANGES TO ROOM NO. 171 1 1 2
- 35. 14 14 13 13 12 12 11 11 C C F F JJ K K L L D D E E G G H H H.5 H.5 M M N N O O P P 10.65 10.65 10.35 10.35 EXISTING 8" PIPE EXISTING 8" PIPE EXISTING 7X7 EXISTING 8" PIPE EXISTING 8" PIPEEXISTING 8" PIPE EXISTING 8" PIPE EXISTING 8" PIPE EXISTING 8" PIPE EXISTING 8" PIPE EXISTING 8" PIPE EXISTING 8" PIPE EXISTING 8" PIPE EXISTING 8" PIPE EXISTING 8" PIPE EXISTING 8" PIPE EXISTING 8" PIPE EXISTING 8" PIPE EXISTING 8" PIPE EXISTING 8" PIPE EXISTING 8" PIPE EXISTING 8" PIPE EXISTING 8" PIPE EXISTING 8" PIPE EXISTING 6" PIPE EXISTING 8" PIPE EXISTING 8" PIPE HSS5X5X1/4 HSS5X5X1/4 HSS5X5X1/4 HSS5X5X1/4 HSS5X5X1/4 HSS5X5X1/4 HSS5X5X1/4 W8X18W16X31W16X31 W10X49 W16X31W16X31W16X31W8X18 W16X36W16X36W16X36 W12X22W18X46W18X46W18X46W18X46W18X46W18X46W18X46W18X46W12X22 W18X35W18X40W18X40W18X40W18X40W18X40W18X40W18X40W18X35 W16X36 W18X40 W16X36 W18X40 W18X35 W16X36 W18X40 W18X35 W16X36W14X22 W10X49 W14X22 W10X19W16X31W16X31W16X36 W14X22 W18X40 W18X35 W18X35 W18X35 W18X35 W18X35 W16X67 W16X67 W18X40W16X36 W16X67 W16X67 W18X35 W18X40 W18X40 W16X36 W16X36 W8X10 W8X10 W16X36 W16X36W12X22 16KCS2 16KCS2 16KCS2 16KCS2 16KCS2 W10X49 16KCS2 16KCS2 16KCS2 24KCS4 24KCS4 24KCS4 24KCS4 24KCS4 24KCS4 24KCS4 24KCS4 W16X67 24KCS4 24KCS4 W16X67 24KCS4 24KCS4 24KCS4 24KCS4 24KCS4 24KCS4 24KCS4 24KCS4 24KCS4 24KCS4 W16X67 24KCS5 24KCS4 W16X67 24KCS4 24KCS4 24KCS4 24KCS4 24KCS4 24KCS4 24KCS4 24KCS4 24KCS5 24KCS5 24KCS4 24KCS4 24KCS4 24KCS4 24KCS4 24KCS424KCS4 24KCS4 24KCS4 24KCS4 24KCS4 24KCS4 24KCS4 24KCS4 24KCS4 24KCS416KCS2 10KCS1 10KCS1 10KCS1 10KCS1 10KCS1 10KCS1 W10X49 W18X40 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 S102 12 18'-45/8"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"40'-0"40'-0"40'-0"40'-0"40'-0"18'-43/4" 121'-6" TOB ELEV. 121'-6" TOB ELEV. 121'-3 1/2" TOB ELEV. 121'-6" TOB ELEV. 121'-3 1/2" TOB ELEV. 121'-6" TOB ELEV. 121'-3 1/2" TOB ELEV. 121'-6" TOB ELEV. 121'-6" TOB ELEV. 121'-6" TOB ELEV. 121'-31/2" TOBELEV. 121'-31/2" TOBELEV. 121'-31/2" TOBELEV. 121'-31/2" TOBELEV. 120'-31/2" TOBELEV. 121'-31/2" TOBELEV. 12' - 0" 17' - 4" 2' - 0" 46' - 0" 48' - 0" 22' - 4 3/4" HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X3/8 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X3/8 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 W18X35 W18X35 W18X35 W18X35 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 NOTES: 1. ALL JOISTS SHALL BE DESIGNED FOR AN AXIAL LOAD OF 6.1 KIPS. 2. JOISTS SHALL BE REINFORCED FOR POINT LOADS AS SHOWN IN 16/S103 3. TOB ELEVATION FOR BEAMS BETWEEN GRIDS 13 AND 14 IS 121'-3 1/2". TOP OF BRACE ELEVATION IS 120'-10 1/2" BETWEEN GRIDS 13 AND 14. 4. FRAME OPENING AS SHOWN IN 19/S103 5. REINFORCE JOISTS FOR POINT LOADS PER 16/S103. 6. ELEVATIONS INDICATED ARE BASED ON FINISHED FLOOR ELEVATIONS = 100'-0" HSS8X8X3/8 TYP. TO BRACE EL = 120'-11 1/2" TYP W18X35W18X40W18X40W18X40W18X40W18X40W18X40W18X40W18X40W18X35 W14X22 HSS8X8X1/4 HSS8X8X1/4 2/S102 1/S102 1/S102 8 S102BELOW W16X36 W12X22 8' - 0" CL POST CL POST HSS3X0.25 TYP. (4 LOCATIONS) 8' - 0" CL POST CL POST 8' - 0" 8' - 0" 2'-0" CL POST CL POST CL POST 15/S103 TYP L3x3x1/4 BRACING TYP AT POSTS 2 S101 BELOW 2'-0" 8' - 0" 8' - 0" NEW CL POST CL POST 3/S102 NEW NEW NEW NEW NEW NEW HSS5X5X1/4NEW W8X18 CL POST 8' - 0" 8' - 0" W16X36 BELOW W12X22 1'-0" 1' - 0" 1'-0" 1/S102 SIM HSS8X8X3/8 TYP. TO BRACE EL = 120'-11 1/2" TYP 2'-0" 2'-0" TYP 5/S102 2/S102 SIM 3/S102 TYP 18 S102 TYP 18 S102 SIM 18 S102 SIM TYP 121'-3 1/2" TOB ELEV. 121'-3 1/2" TOB ELEV. 121'-3 1/2" TOB ELEV. 1/S102 TYP 5/S102 BRIDGING TO BE DESIGNED AND PROVIDED BY JOIST MANUFACTURER TYP 5/S102 5/S102 1'-71/4" 1' - 7 1/4" 121'-3 1/2" TOB ELEV. 4/S102 TYP GRID P TO GRID H.5 15/S103 SIM TYP HSS3X0.25 TYP. (4 LOCATIONS) NOTE 5 TYP NOTE3 NOTE 4 TYPNOTE 4 TYP HSS3X0.25 TYP. (6 LOCATIONS) 2/S102 SIM 2/S102 SIM NOTE 4 TYP 4/S102 11/S102 TYP NOTE 4 TYP 1'-0" 15/S103 HSS3X0.25 TYP. (6 LOCATIONS) HSS3X0.25 TYP. (6 LOCATIONS) 5/S102 1'-73/8" REF S103 DETAILS 12, 13, 17, AND 18 AND GENERAL NOTES - SUSPENDED CEILING SYSTEM FOR SUPPORT OF SUSPENDED CEILING SYSTEM 14/S103 TYP 4/S102 SIM TYP GRID 10.65 TO GRID14 20 S102 TYP 14/S103 14/S103 TYP 8' - 0" 8' - 0" 2'-0" CL POST CL POST CL POST HSS3X0.25 TYP. (6 LOCATIONS) TYP 19/S102 TYP 14/S103 SIM 14/S103 SIM 14/S103 SIM 8' - 0" CL POST 14/S103 SIM 14/S103 SIM 20 S102 OH 14/S103 SIM 19/S102 TYPGRID13 8' - 0" CL POST 21/S102 8' - 0" CL POST EXISTING STUD WALL 19/S102 TYP 19/S102 SIM 121'-3 12" TOB ELEV. TYP 19 S102 SIM 19 S102 SIM18 S102 TYP 14 M 2' - 4 1/2" 4' - 0" 4' - 0" 4' - 0" 2' - 10 1/2" 8" JOISTS C8x1 5/8x16 GA EXISTING TILT-UP CONCRETE WALL INSIDE FACE OF PANEL CL POST CL POST HSS3x3x1/4 C E B A NEW STUD WALL TO STRUCTURE FACE OF STUD 14'-4" 5" 18' - 4" LAY-IN CEILING REF ARCH JOIST REF PLAN L2x2x12 GA x6" LONG ATTACH EA LEG WITH (4) #12 TEK SCREWS 6"x16 GA TRACK TOP AND BOTTOM ATTACH EA LEG USING #12 TEK SCREWS AT 3" OC C10x1 5/8x18 GA EA SIDELAY-IN CEILING REF ARCH JOIST REF PLAN L2x2x12 GA x6" LONG ATTACH EA LEG WITH (4) #12 TEK SCREWS PLYWOOD SHEATHING REF PLAN 111'-10" TOJ EL PL 3/4"x6"x1'-0" 1/8 6 1/8 6 3/16 4 SIDES TYP PL 1/2"x9"x0'-9" ATTACH TO SLAB USING (4) 3/4" DIA x4" EMBED A36 THREADED ROD SET IN HILTI HY-150 EPOXY D 1/8 6 1/8 6 1/8 6 1/8 6 TOWARD 14 TOWARD M DESIGN PARAMETERS 1. BUILDING CODE 2007 CALIFORNIA BUILDING CODE 2. LIVE LOADS ROOF 20 PSF STAIRS 100 PSF FLOORS, OFFICE 100 PSF PARTITIONS 20 PSF 3. SNOW LOADS A. GROUND SNOW LOAD, Pg 0 PSF B. ROOF SNOW LOAD, Pf 0 PSF C. SNOW EXPOSURE FACTOR, Ce 0.7 D. SNOW THERMAL FACTOR, Ct 1.0 E. IMPORTANCE FACTOR, I 1.0 4. WIND LOADS A. WIND SPEED (3 SECOND GUST) 90 MPH B. IMPORTANCE FACTOR, I 1.0 C. EXPOSURE CATEGORY B D. HEIGHT AND EXPOSURE COEFFICIENT 19.1 E. DESIGN WIND PRESSURE ON PRIMARY STRUCTURE (WINDWARD + LEEWARD) 0.0 PSF F. DESIGN WIND PRESSURE ON EXTERIOR WALLS END ZONES 21.0 PSF INTERIOR ZONES 18.3 PSF G. DESIGN UPLIFT PRESSURE ON ROOFS (NET) CORNER ZONES 24.1 PSF EDGE ZONES 24.1 PSF INTERIOR ZONES 15.5 PSF H. DESIGN WIND PRESSURE ON PARAPETS END ZONES 32.5 PSF INTERIOR ZONES 32.5 PSF I. WIDTH OF EDGE ZONE 15.8 FT 5. SEISMIC LOADS A. I-SECOND PERIOD SPECTRAL RESPONSE, Sd1 0.75 B. 1.0 C. II SEISMIC IMPORTANCE FACTOR, IE SEISMIC USE GROUP D. SEISMIC DESIGN CATEGORY D E. SITE CLASS D F. BASIC STRUCTURAL SYSTEM STEEL FRAMING G. SEISMIC RESISTING SYSTEM LIGHT GAGE SHEAR WALLS H. RESPONSE MODIFICATION FACTOR, R 2.5 EQUIPMENT PLATFORM 150 PLF FLOORS, PRODUCTION 125 PSF I. J. K. MAPPED SPECTRAL RESPONSE, Ss 200% MAPPED PERIOD SPECTRAL RESPONSE, S1 75% 1.33SPECTRAL RESPONSE COEFFICIENT, Sds DEFLECTION AMPLIFICATION FACTOR, CD 2.5L. SEISMIC RESPONSE COEFFICIENT, Cs 0.52M. ANALYSIS PROCEDURE SEISMIC DESIGN FORCEN. DESIGN BASE SHEAR, ASD 0.53O. GENERAL: 1. STRUCTURAL ELEMENTS ARE NON-SELF SUPPORTING AND REQUIRE INTERACTION WITH OTHER ELEMENTS FOR STABILITY AND RESISTANCE TO LATERAL FORCES. FRAMING AND WALLS SHALL BE TEMPORARILY BRACED BY THE CONTRACTOR UNTIL PERMANENT BRACING, FLOOR AND ROOF DECKS, AND WALLS HAVE BEEN INSTALLED AND CONNECTIONS BETWEEN THESE ELEMENTS HAVE BEEN MADE. 2. THE SIZE AND LOCATION OF EQUIPMENT PADS AND PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL, AND PLUMBING WORK SHALL BE VERIFIED BY THE CONTRACTOR. PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER. RE: MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR OPENING LOCATIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE TEMPORARY SUPPORT AND STABILITY OF EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 4. DIMENSIONS AND DETAILS OF THE EXISTING STRUCTURE ARE BASED UPON DOCUMENTS PROVIDED BY THE OWNER. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT TO THE ENGINEER ANY VARIATIONS FROM THE DATA SHOWN HEREIN FOR POSSIBLE REDESIGN. 5. DO NOT SCALE DRAWINGS. FOUNDATIONS AND SLAB-ON-GRADE: 1. A MINIMUM NET ALLOWABLE BEARING PRESSURE OF 3100 PSF IS REQUIRED FOR ALL NEW AND EXISTING FOUNDATIONS LOCATED BETWEEN GRIDS 10.35 AND 14 AND C AND P. CONTRACTOR SHALL RETAIN A LICENSED GEOTECHNICAL ENGINEER TO VERIFY THE SOIL CAPACITY. IF THE MINIMUM CAPACITY CANNOT BE MET, THE GEOTECHNICAL ENGINEER SHALL PROVIDE RECOMMENDATIONS TO ATTAIN THIS BEARING CAPACITY. 2. EXTERIOR FOOTINGS FOR STAIRS AND RAMPS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 18" BELOW ADJACENT FINISHED GRADE. 3. FOOTINGS SHALL BE POURED AGAINST UNDISTURBED SOIL, UNLESS NOTED OTHERWISE. 4. GRANULAR MATERIAL FOR USE AS SUBBASE BELOW SLABS SHALL MEET THE FOLLOWING REQUIREMENTS: MAXIMUM SIZE 3/4" % PASSING NO. 200 SIEVE 5 CONCRETE: 1. REFER TO STRUCTURAL CONCRETE SPECIFICATIONS FOR MINIMUM COMPRESSIVE STRENGTH AND MIX REQUIREMENTS. 2. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 60 KSI. 3. "C.J." INDICATES SAW CUT JOINT OR DOWELED CONSTRUCTION JOINT IN SLAB. RE: SPECIFICATIONS FOR ACCEPTED SAW CUT METHODS. SLAB POURS SHALL BE SEPARATED BY A DOWELED CONSTRUCTION JOINT. 4. SAW CUT/CONSTRUCTION JOINTS SHALL BE LOCATED AS SHOWN ON PLANS OR AS DIRECTED BY THE STRUCTURAL ENGINEER. 5. FILL VOID BENEATH ALL COLUMN BASE PLATES WITH 5,000 PSI, NON-SHRINK, NON-METALLIC GROUT. 6. PROVIDE #3 Z-BAR SPACERS AT 24" O.C. EACH WAY FOR CONCRETE WALLS HAVING REINFORCING STEEL IN BOTH FACES. 7. PROVIDE CORNER BARS THAT MATCH CONTINUOUS REINFORCEMENT SIZE AND QUANTITY AT INTERSECTIONS AND CORNERS OF WALLS AND FOOTINGS. STRUCTURAL STEEL: 1. STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTHS: YIELD ASTM SPEC. A. W, WT SHAPES: 50KSI A992 B. OTHER SHAPES, BARS AND PLATES: 36KSI A36 C. SQUARE HSS: 46KSI A500, GRADE B D. ROUND HSS: 42KSI A500, GRADE B E. STRUCTURAL STEEL PIPE: 35KSI A53, GRADE B F. ANCHOR RODS: 36KSI F1554 G. ALL-THREAD RODS: 36KSI A36 2. BOLTS FOR STEEL BEAM AND COLUMN CONNECTIONS SHALL BE 3/4" DIAMETER ASTM A325 HIGH-STRENGTH BOLTS INSTALLED SNUG TIGHT, UNLESS NOTED OTHERWISE. 3. WELDING SHALL MEET ANSI, AWS D1.1, STRUCTURAL WELDING CODE. ELECTRODES FOR WELDING SHALL BE 70 KSI, LOW HYDROGEN. WOOD FRAMING 1. SHEAR WALLS SHALL HAVE FULL HEIGHT SHEATHING AS INDICATED ON THE PLAN ON BOTH FACES OF WALL. (PANELS SHALL BE NAILED TO ALL STUDS, PLATES, AND BLOCKING WITH NAILING PATTERN NOTED ON PLANS.SHEAR WALLS SHALL HAVE FULL DEPTH BLOCKING AT ALL PANEL EDGES. 2. INSTALL PLYWOOD WITH THE LONG DIMENSION OF THE PANEL PERPENDICULAR TO SUPPORTS UNO AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS, STAGGER END JOINTS. GENERAL NOTES STEEL BAR JOIST: 1. STEEL JOISTS SHALL BE AS INDICATED ON THE PLANS AND SHALL BE ACCORDANCE WITH THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE (SJI) AND MEET THE FOLLOWING: A. JOISTS THAT SUPPORT CONCENTRATED LOADS, SHALL HAVE THEIR CHORDS DESIGNED TO WITHSTAND ALL BENDING STRESSES, OR THE LOADS SHALL OCCUR AT JOIST PANEL POINTS, OR THE JOIST SHALL BE REINFORCED BY THE MANUFACTURER PER THE "JOIST REINFORCING DETAIL" SHOWN HEREIN. B. FOR ALL MEMBERS THAT REQUIRE SPECIFIC ORIENTATION, PROVIDE TAG AT ONE END AND DEFINE LOCATION OF TAGGED END OF ERECTION DRAWINGS. 2. K-SERIES BAR JOISTS SHALL BE WELDED TO SUPPORTING STEEL WITH 3/16" FILLET WELDS 2 INCHES LONG EACH SIDE, UNO WHEN NEAR OR AT A COLUMN, BOLT JOIST TO SUPPORTING STEEL IN CONFORMANCE WITH OSHA. 3 IN STEEL FRAMES, WHERE COLUMNS ARE NOT FRAMED IN AT LEAST TWO DIRECTIONS WITH STRUCTURAL STEEL MEMBERS, BEARING SEATS FOR JOISTS AT COLUMN LINES SHALL BE FABRICATED TO ALLOW FOR FIELD BOLTING. 4. ERECTION STABILITY: CONTRACTOR SHALL READ THE LATEST VERSION OF THE " STANDARD SPECIFICATIONS FOR LONG SPAN STEEL JOISTS, LH-SERIES" AND DEEP LONG SPAN STEEL JOIST, DLH-SERIES" AND SHALL ADHERE TO THE REQUIREMENTS OF SECTION 105, "ERECTION, STABILITY, AND HANDLING" DURING CONSTRUCTION. 5. JOIST BRIDGING SHALL BE PROVIDED IN ACCORDANCE WITH THE OCCUPATIONAL SAFETY AND HAZARD ADMINISTRATION (OSHA) AND THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE (SJI). BRIDGING REQUIREMENTS SHALL INCLUDE BUT SHALL NOT BE LIMITED TO THE FOLLOWING: A. BRIDGING SIZES AND SPACING PER SJI UNO ON THE CONSTRUCTION DOCUMENTS. B. BOTTOM CHORD BRIDGING SHALL BE PROVIDED PER SJI FOR THE NET UPLIFT FORCES INDICATED ABOVE. AS A MINIMUM, A SINGLE LINE SHALL BE PROVIDED NEAR THE FIRST BOTTOM CHORD PANEL POINT, AT EACH END OF JOIST. C. ALL JOIST SPANS FORTY (40) FEET AND LONGER SHALL HAVE A ROW OF BOLTED BRIDGING IN PLACE BEFORE SLACKING OF HOISTING PER OSHA. MASONRY 1. MASONRY CONSTRUCTION ON THIS PROJECT REQUIRES SPECIAL INSPECTION. RE: SPECIFICATIONS AND PLANS FOR DETAILS. 2. MASONRY DESIGN IS BASED UPON A MINIMUM COMPRESSIVE STRENGTH OF f"m=1500 PSI. 3. MASONRY UNITS SHALL MEET THE REQUIREMENTS OF ASTM C90 WITH A NET AREA COMPRESSIVE STRENGTH OF 1900 PSI, UNO MASONRY UNITS SHALL BE LIGHT WEIGHT (LESS THAN 105 PCF) -OR- MEDIUM WEIGHT (105 TO 125 PCF) -OR- NORMAL WEIGHT (MORE THAN 125 PCF). 4. MORTAR SHALL BE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C270 FOR TYPE"S" MORTAR. 5. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. BATCHING AND MIXING SHALL MEET THE REQUIREMENTS OF ASTM C476. LIGHT GAUGE STEEL FRAMING 1. THE PHYSICAL AND STRUCTURAL PROPERTIES LISTED BY SSMA SHALL BE THE MINIMUM PERMITTED FOR ALL MEMBERS AND ACCESSORIES. 2. ALL MEMBERS SHALL BE IN ACCORDANCE WITH THE FOLLOWING, UNLESS NOTED OTHERWISE: A. 16 GAUGE AND HEAVIER MEMBERS ASTM A1003, GR. D (Fy = 50), U.N.O. B. 16 GAUGE AND HEAVIER TRACK ASTM A1003, GR. A (Fy = 33), U.N.O. C. ACCESSORIES AND OTHER MEMBERS AND TRACK ASTM A1003, GR. C (Fy = 33) 3. STUD TRACK SHALL BE A MINIMUM OF 16 GA BUT SHALL MATCH THE WALL STUD GAUGE WHEN HEAVIER THAN 16 GA. TRACK SHALL BE CONNECTED TO SUPPORT STRATA AS NOTED ON THE DETAILS. 4. CONNECTIONS SHALL CONSIST OF ANY OF THE FOLLOWING AS NOTED ON THE PLANS, OR AS APPROPRIATE: A. SELF-TAPPING SCREWS OF TYPE AND SIZE AS SHOWN ON THE DETAILS AND AS MANUFACTURED BY BUILDEX, INC. OR APPROVED EQUAL. B. WELDS SHALL BE PERFORMED BY OPERATORS QUALIFIED IN ACCORDANCE WITH SECTION 6.0 OF AWS D1.3, SHEET METAL. WELDS SHALL NOT BE USED ON MATERIAL LIGHTER THAN 16 GAUGE. 5. JOIST AND WALL STUD BRIDGING SHALL BE INSTALLED AND SPACED PER MANUFACTURER'S WRITTEN RECOMMENDATIONS. APPLIED FINISH MATERIALS SHALL NOT BE CONSIDERED BRIDGING OR FLANGE BRACING. UNLESS NOTED OTHERWISE. 6. ALL AXIALLY LOADED STUDS SHALL HAVE FULL FLANGE BEARING AGAINST UPPER AND LOWER TRACK WEB PRIOR TO ATTACHMENT TO TRACK. SPLICES IN AXIALLY LOADED STUDS ARE NOT PERMITTED. 7. JOISTS SHALL BE PLACED DIRECTLY OVER BEARING STUDS WITH WEBS ALIGNED. 8. 14 GAUGE JOIST WEB STIFFENERS SHALL BE PROVIDED AT ALL JOIST REACTION POINTS AND AS OTHERWISE SHOWN ON THE DRAWINGS. 9. PROVIDE FULL DEPTH BLOCKING BETWEEN JOISTS AT SUPPORTS WHERE JOISTS ARE NOT OTHERWISE RESTRAINED FROM ROTATION. 2006 IBC SPECIAL INSPECTIONS CONST. TYPE INSPECTION FREQUENCY INSPECTION TASK CONT. PER. SOILS RE: 1704.7 1. COMPLIANCE OF COMPACTED FILL PLACEMENT WITH SOILS REPORT. X 1. INSPECTION OF REINFORCING. X 2. X 3. X 4. X 5. X 6. X 7. X 1. X X 2. X X X 3. - - 4. - -5. 6. 1. 2. 3. 4. X 1. LIGHT GAGE FRAMING OF STRUCTURAL BEARING WALL AND BRACING PER CONSTRUCTION DOCUMENTS X 1. INSTALLATION OF SHALLOW EXPANSION, CHEMICAL AND CAST IN PLACE ANCHORS IN MASONRY AND CONCRETE. CONCRETE RE: 1704.4 STRUCTURAL STEEL RE: 1704.3 MASONRY RE: 1704.5 LIGHT GAGE STRUCTURAL WALL FRAMING COMPONENT ANCHORAGE RE: 1704 MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS, AND WASHERS: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS." B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. - - - - - - X X X X X - - X AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: A. PROPORTIONS OF SITE PREPARED MORTAR. B. CONSTRUCTION OF MORTAR JOINTS. C. LOCATION OF REINFORCEMENT, CONNECTORS, AND ANCHORAGES. X X X X X X X X X X 5. 6. X X X SPECIAL INSPECTION, CONTINUOUS. THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. SPECIAL INSPECTION, PERIODIC. THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. INSPECT BOLTS AND EMBEDS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED. VERIFYING USE OF REQUIRED DESIGN MIX. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. INSPECTION OF HIGH-STRENGTH BOLTING: A. BEARING-TYPE CONNECTIONS. B. SLIP-CRITICAL CONNECTIONS. MATERIAL VERIFICATION OF STRUCTURAL STEEL: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS. SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS." B. MANUFACTURER'S CERTIFIED MILL TEST REPORTS REQ'D. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. INSPECTION OF WELDING: A. STRUCTURAL STEEL: 1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. 2) MULTIPASS FILLET WELDS. 3) SINGLE-PASS FILLET WELDS > 5/16"" (7.9 mm)" 4) SINGLE-PASS FILLET WELDS < 5/16"" (7.9 mm)" B. REINFORCING STEEL: 1) OTHER REINFORCING STEEL. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: A. DETAILS SUCH AS BRACING AND STIFFENING. B. MEMBER LOCATIONS. C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. THE INSPECTION PROGRAM SHALL VERIFY: A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. B. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION. C. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT." PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: A. GROUT SPACE IS CLEAN. B. PLACEMENT OF REINFORCEMENT AND CONNECTORS AND PRESTRESSING TENDONS AND ANCHORAGE. C. PROPORTIONS OF SITE-PREPARED GROUT. D. CONSTRUCTION OF MORTAR JOINTS. GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENT PROVISIONS. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR SPECIMENS AND OR PRISMS SHALL BE OBSERVED. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED. 6"x1 /4"x18 GA x10" LONG TRACK. ATTACH TO WALL USING (4) 1/4" DIA x1 3/4" LONG TAPCONS AND TO HEADER USING (3) #12 SCREWS EA LEG EXISTING CONCRETE WALL SHEET TITLE SEAL CONSULTANT PROJECT NUMBER SHEET AUTHOR 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 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING PROJECT M A S I L I O N I S T U R L E Y R E E S L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 FARMERS INSURANCE O.P.C. RELOCATION REVISION ROBERT J. RAMPETSREITER ENGINEER OF RECORD 818 GRAND BOULEVARD, SUITE 1100 KANSAS CITY, MO 64106 816-421-8282, FAX 816-421-8338 CHECKED BY S101 FRAMING PLAN 0820155 11-18-08 1/16" = 1'-0"1EQUIPMENT PLATFORM FRAMING PLAN 1/8" = 1'-0"2CHECK CAGE SECTION ASECTION B SECTION CSECTION DSECTION E # DATE DESCRIPTION 1 12-09-08 ADDENDUM #2 1 1 1 1 1 1
- 36. NOTE: 1. USE MAXIMUMNUMBER OF BOLTS FOR BEAM DEPTH. 2. 'A' SHALL OT BE LESS THAN 1/2 'T'. 3. SHOP WELD TABS TO COL AT SIM. 'T' "t" PLATE WITH N BOLTS EACH SIDE 'A' 11/2"3" SPACES 11/2" SCHEDULE N BOLTS 2 3 4 5 6 7 t 3/4" DIA. A325N 8 9 10 W 1/4 3/16 5/16 1/4 1/4 1/4 1/4 5/16 5/16 5/16 1/4 1/4 1/4 1/4 3/16 3/16 3/16 3/16 3 1/2" MAX. W NOTE 3 COLUMN REF PLAN CAP PLATE AT SIM 1/4 CAP PLATE WITH SEAL WELD AT SIM AT EXISTING COLUMNS REMOVE PAINT AND PREPARE COLUMN SURFACE BEFORE WELDING 'T' 'T' SECTION11/2" 21/4" SPACES 11/2" 'A' 2 1/4"1 1/4" SECTION COPE AS REQUIRED, TYP. ANGLE (REF SCHEDULE FOR THICKNESS "t") WITH N BOLTS AND HORIZONTAL SHORT SLOTTED HOLES (USE "t" BENT PLATE AT NON-PERPENDICULAR BEAM TO BEAM CONNECTIONS) 'A' 1 1/4" NOTE: 1. USE MAXIMUM NUMBER OF BOLTS FOR BEAM DEPTH. 2. 'A' SHALL NOT BE LESS THAN 1/2 'T' SCHEDULE N BOLTS 2 3 4 5 6 7 t 3/4" DIA. A325N 8 9 10 1/4 5/16 5/16 5/16 5/16 1/4 1/4 1/4 1/4 3/16 1 1/2 3/16 1 1/2 TYP. JOIST SUPPLIER TO PROVIDE JOISTS SEATS OF MINIMUM THICKNESS FOR WELDS INDICATED JOISTS TOP CHORDS AND SEATS SHALL BE DESIGNED FOR SEISMIC AXIAL LOADS INDICATED ON PLANS 21/2" EXISTING ROOF DECK EXISTING SUBPURLIN (2) 10d NAILS EA SUBPURLIN C3 5/8x1 5/8x25 GA STUDS AT 16" OC 3 5/8"x1 1/4x20 GA TRACK. ATTACH TO STUD USING #10 TEK SCREWS EA FLANGE AND TO BEAM USING (2) 0.145 PAFS AT 12" OC C8x1 5/8x18 GA STUDS AT 16" OC. ATTACH SHEATHING TO STUD USING #8 TEK SCREWS AT 3" OC AT ALL PANEL EDGES AND AT 12" OC AT INTERIOR SUPPORTS. ATTACH TRACK TO CONCRETE USING (2) 0.145x1 3/4" HILTI X- DNI PAFS AT 3" OC STAGGERED EXISTING SLAB ATTACH TRACK TO BEAM USING (2) 0.177 HILTI DS PAFS AT 6" OC STAGGERED ATTACH TRACK TO STUD USING (2) #8 TEK SCREWS EA FLANGE AT 3" OC 3 5/8"x1 5/8"x25 GA TRACK ALLOW FOR 1" VERTICAL MOVEMENT ATTACH 3/4" STRUCTURAL 1 SHEATHING ON EACH SIDE TO 8"x2"x18 GA TRACK WITH (2) #8 TEK SCREWS AT 3" O.C. AT TOP AND BOTTOM TRACKS. 3/16 2@6" STAGGER WELDS SIM CL BEAM STUD ABOVE BEAM NOT REQUIRED AT SIM PROVIDE FULL DEPTH BLOCKING AT ALL PANEL EDGES. ATTACH SHEATHING TO SUPPORTS USING #8 TEK SCREWS AT 3" OC AT PANEL EDGES AND AT 12" OC AT ALL INTERIOR SUPPORTS EA FACE BLOCKING NOT REQUIRED ABOVE BEAM. ATTACH SHEATHING TO STUD AND TRACK USING #10 TEK SCREWS AT 6" OC AT PANEL EDGES AND AT 12" OC AT INTERIOR SUPPORTS. TYPICAL AT STUD ABOVE BEAM NO STUD ABOVE AT SIM CONTINUE SHEATHING OVER BEAM ATTACH STUDS TO BOTH SIDES OF NEW AND EXISTING COLUMNS WITH A 3/16" FILLET WELD 2" LONG AT 24" OC AT EXISTING CONCRETE WALLS ATTACH THE LAST STUD WITH HILTI X-DNI PAFS AT 3" OC STAGGERED 4'-0"MAX6"3"4'-0"MAX C3 5/8x1 5/8x25 GA STUDS AT 24" OC WITH 20-GA TRACK TOP AND BOTTOM L2x4x12 GA x3" LONG. ATTACH TO STUD USING (2) #10 TEK SCREWS AND TO WALL USING (2) 1/4" DIA x1 3/4" EMBED TAPCONS C3 5/8x1 5/8x25 GA STUDS AT 24" OC WITH 20-GA TRACK TOP AND BOTTOM 1" GAP EXISTING CONCRETE WALL 3/8"x15" CONT BENT PLATE 3 12 3/4" DIA A307 THREADED ROD. EPOXY ANCHORS AT 24" OC SET IN SIMPSON SET-XP EPOXY ADHESIVE (ICC#2508) WITH 5" EMBEDMENT 3/4" DIA A325 BOLTS AT 24" OC INSTALLED IN 3" LONG SLOTS #4 VERTICAL IN FIRST CELL EACH SIDE #4 DOWELS x3'-0" LONG SECURE WITH HILTI HY20 ADHESIVE WITH 6" EMBEDMENT, TYP AND AT 4'-0" OC HORIZONTAL IF OPENING IS GREATER THAN 5'-4" WIDE 1'-0" SPACING 4'-0"MAX EXISTING WALL EXISTING SLAB REINFORCING CENTERED IN WALL EXISTING CMU 1'-0" EXTENTS OF EXISTING OPENING TO BE INFILLED TOP OF OPENING TO BE INFILLED EXISTING SLAB CORE 12" DIA HOLE THRU SLAB AND DRILL 24" DEEP HOLE. REMOVE LOOSE SOIL AND COMPACT BOTTOM PRIOR TO CASTING NEW 3000 psi CONCRETE. FINISH TO MATCH EXISTING 12" SONOTUBE FROM BOTTOM OF PIER TO BOTTOM OF SLAB 4" DIA STD STEEL PIPE FILLED WITH 3000 psi 5" SLUMP CONCRETE MOUND AT TOP 104'-0" TO PIPE 1/2" COMPRESSIBLE FILLER REF ARCH FOR LOCATIONS 12 P 9/S102 10/S102 REF ARCH FOR DIMENSIONS VARIES MIN 1'-6" 6"6" #4 AT 8" O.C. #4 AT 8" O.C. 8" 8" FILL VOID WITH 3/4" CLEAN GRAVEL EXISTING SLAB CUT EXISTING OPENING DOWN TO TOP OF SLAB EXISTING OPENING 30# FELT BOND BREAKER (4) #4 CONT. #4 x3'-6" AT 15" OC REF ARCH EXISTING WALL AND FOOTING 100'-0" TO SLAB 4' - 0" TYP. 1' - 0" MATCH EXISTING FINISHED FLOOR REFARCH REF ARCH ARCH REF 6" #5 EA. TREAD #4 AT 12" O.C. CONT. 3/4" CLEAN GRAVEL. #4 AT 12" O.C., TYP. 24" 2"CLR MIN 1'-6" (4) 5/8" DIA A307 THREADED RODS SET IN SIMPSON SET-XP EPOXY ADHESIVE (ICC #2508) WITH 5" EMBEDMENT 3/16 4 SIDES EXISTING SLABPL 11"x0'-8"x1/2" REF PLAN FOR COLUMN SIZE SECTION 11" 8" 1 1/2"1 1/2" 5" 1 1/2"1 1/2" 2"4"2" SECTION STUD WALL RE: 4/S102 1413 C D E 2'-0"4'-0" 1'-4" 4'-8"8" 14/S102 13/S102 15/S102 NEW C12x20.7 EA FACE MASONRY. CONT OVER BOTH OPENINGS NEW OPENINGS IN EXISTING EXISTING OPENINGS TO BE INFILLED PER 6/S102 6/S102 EXISTING TUBE COLUMN PL 1/4"x2"x0'-2" EA SIDE C12x20.7 EACH FACE L4x4x3/8x6" LONG EA SIDE 3/16 2 3/16 6 107'-4" TOS EL SET DOUBLE C12X20.7 CHANNELS TIGHT TO FACE OF WALL. PRIOR TO CUTTING NEW OPENING ATTACH TO WALL WITH 3/4" DIA A36 THRU BOLTS AT 16" OC AND 4" MAX FROM FACE OF OPENING EA END. 3/16 2@6 3/16 2@6 PLATE 1/2"X9"CONTINUOUS EXISTING 8" CMU WALL. 4" 8" 8" 4" 2" 6"4" 4" 1' - 4" PLATE (6) 3/4" DIA A36 THRU BOLTS IN FULLY GROUTED CELLS 3/4" DIA A36 THRU BOLTS SPACED AT 16" OC MAX MIN 5'-0" MIN 5'-0" MIN 5' - 0" MIN 5' - 0" REF MANUF FOR OPENING EXTENTS OF SLAB REF ARCH FOR LOCATION AND ELEVATION #5 ALL SIDES EXTEND 2'-0" PAST EDGE OF OPENING TYP CENTER REINFORCING IN SLAB 17/S102 TYP2'-0" MIN 2' - 0" TYP 3" CLR REF MANUF FOR DIMENSIONS OF OPENING #5 CONT #5x3'-0" AT 12" OC MIN 1'-6" FIN GRADE 3/4" CHAMFER TYP #5 AT 12" OC EW CENTER IN SLAB 24" 12" 8" 9" (2) L3x4x7/16 WITH (5) A325N BOLTS EACH LEG, TYP (2) L3x4x1/4 WITH (2) 3/4" DIA BOLTS EACH LEG, TYP 3/4" GUSSET PLATE (2) L3x4x1/4 (LLV) WITH (5) 3/4" DIA A325N BOLTS EACH LEG, TYP DOUBLER PLATE 1/4"x6"x6" EACH FACE OF BRACE, TYP 5/16 5 5/16 5 TYP 1/4 1/4BOTH SIDES TYP SECTION WP RE 19/S102 FOR BEAM CONNECTION TO WALL GRID AT SIM BEAM ON GRID IS CONT 11/2"11/2" REF 5/S102 FOR INFORMATION NOT SHOWN (4) 3/4" DIA A307 THREADED ROD SET IN SIMPSON SET-XP EPOXY ADHESIVE (ICC#2508) WITH 5" EMBEDMENT 3/4" DIA A325 BOLTS INSTALLED IN 3" LONG SLOTS. REF 1/S102 FOR NUMBER OF BOLTS EXISTING CONCRETE WALL PL 15"x8"x3/8" PL 15"x15"x3/8" 3/16 3/16 SECTION 2" 6" SECTION 5" 1' - 0" 6"6" DO NOT PLACE CONT BENT PLATE EMBED ANCHORS CLOSER THAN 8" TO WALL PLATE EMBED ANCHORS PL 10"x11"x3/8" PL 15"x15"x3/8" 3/16 3/16 SIM 1'-0" 1 1/2" CLR CUT FLANGE AS REQUIRED 5/16 8 5/16 8 TYP 3/4" GUSSET PLATE CL BEAM WP(2) L4x3x7/16 (LLH) WITH (6) 3/4" DIA A325N BOLTS EA LEG, TYP REF 2/S103 FOR BOLT SPACING MAX 8'-0" 8' - 0" 8' - 0" MAX 1' - 0" MAX 1' - 0" P3001 UNISTRUT CONT OVER 3 SUPPORTS EXISTING PURLIN P1000 UNISTRUT BRACES 1/2" DIA THREADED ROD HANGERS ATTACH WITH NUT AND WASHER EA SIDE OF CONNECTION. DAMAGE THREADS. P1001 UNISTRUT MAX SPACING 8'-0" O/C 4' - 0" CONDUIT REF MEP SECTIONA REF ELECTRICAL FOR LOCATIONS 1" 3" EQSPACES 1'-0" 3 5/8" 3" 1" (12) 1/4" DIA THRU BOLTS 12 GA PLATE EA SIDE OF PURLIN L2x2x1/8 EA SIDE OF UNISTRUT (4) #12 TEK SCREWS EXISTING PURLIN SHEET TITLE SEAL CONSULTANT PROJECT NUMBER SHEET AUTHOR 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 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING PROJECT M A S I L I O N I S T U R L E Y R E E S L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 FARMERS INSURANCE O.P.C. RELOCATION REVISION ROBERT J. RAMPETSREITER ENGINEER OF RECORD 818 GRAND BOULEVARD, SUITE 1100 KANSAS CITY, MO 64106 816-421-8282, FAX 816-421-8338 CHECKED BY S102 FRAMING DETAILS 0820155 11-18-08 3/4" = 1'-0"1BEAM TO COLUMN CONNECTION 3/4" = 1'-0"2DOUBLE ANGLE BEAM TO BEAM CONNECTION 3/4" = 1'-0"3JOIST TO BEAM CONNECTION 3/4" = 1'-0"4TYPICAL SHEAR WALL SECTION 3/4" = 1'-0"5CONNECTION AT TILT PANEL 3/4" = 1'-0"6INFILL DETAIL 1/2" = 1'-0"7BOLLARD DETAIL 1/8" = 1'-0"8NEW STAIR PLAN 3/4" = 1'-0"9EXTERIOR STAIR SECTION 3/4" = 1'-0"10EXTERIOR STAIR SECTION 3/4" = 1'-0"11NEW COLUMN BASE CONNECTION 1/8" = 1'-0"12CONTROL ROOM PLAN 3/4" = 1'-0"13COLUMN CONNECTION 3/4" = 1'-0"14LINTEL SECTION 1/2" = 1'-0"15CHANNEL TO CMU ELEVATION 1/4" = 1'-0"16GENERATOR PLAN 3/4" = 1'-0"17SLAB SECTION 3/4" = 1'-0"18TRUSS CONNECTION SECTION 3/4" = 1'-0"19BEAM TO EXISTING WALL 3/4" = 1'-0"20TRUSS CONNECTION 1 1 1 1 1 # DATE DESCRIPTION 1 12-09-08 ADDENDUM #2 2 01-12-08 ASI #2 1 1 1 1 1 1 1 1 1 1 2 2 2 1/4" = 1'-0"21GENERATOR CONDUIT SUPPORT SECTION A 1
- 37. 14 14 13 13 12 12 11 11 C C F F JJ K K L L D D E E G G H H H.5 H.5 M M N N O O P P 10.65 10.65 10.35 10.35 S103 2 S103 3 S103 4 3 S103 3 S103 OH 2 S103 EXISTING SKYLIGHT OR SMOKE VENT TO BE REMOVED. APPROX 62 LOCATIONS REF A141 FOR LOCATIONS REF 11/S103 FOR REPLACEMENT DETAIL 11 S103 TYP EXISTING GLU-LAM BEAM EXISTING COLUMN GRID GRID EXISTING GLU-LAM PURLIN PROVIDE NEW HSS 3x0.25 (4 LOCATIONS) 7/S103 5/S103 8/S103 NOTE: PROVIDE WOOD BLOCKING UNDER CURB TO LEVEL UNIT AS REQUIRED REF 10/S103 CL POST 5/S103 10'-0" 4x8 TOP AND BOTTOM OF EXISTING GLU-LAM AT END OF RTU 7/S103 2'-0" CL POST SIM 10'-0" CL POST 7/S103 PROVIDE NEW HSS 3x0.25 POST (6 LOCATIONS) CUT OFF AND REMOVE EXISTING PURLIN AFTER ALL POSTS AND BRACING ARE IN PLACE 9/S103 NOTE: PROVIDE WOOD BLOCKING UNDER CURB TO LEVEL UNIT AS REQUIRED REF 10/S103 GRID GRID 8'-0" CL POST 8/S103 SIM NEW 4x8 SUBPURLIN TOP AND BOTTOM OF EXISTING GLU-LAM NAIL 3/4" PLYWOOD BLOCKING ACROSS FACE OF BLOCKING FULL DEPTH OF GLU-LAM USING 10d NAILS AT 4" OC ALL FOUR SIDES NEW 4x8 SUBPURLIN UNDER END OF UNIT 2'-0" CL POST NEW 4x8 SUBPURLIN (3 LOCATIONS) GRID GRID HSS 3x0.25 POSTS (6 LOCATIONS) CL POST CL POST NOTE: PROVIDE WOOD BLOCKING UNDER CURB TO LEVEL UNIT AS REQUIRED REF 10/S103 7/S103 5/S103 6/S1036/S103 10'-0"10'-0" SIM L6x6x1/2 CONT ATTACH TO PURLIN USING 3/8"x3" LAG SCREWS AT 6" OC INSTALL WHERE CURB IS NOT OVER EXISTING PURLIN REMOVE DECK AND SUB PURLINS AS REQUIRED FOR UNIT INSTALLATION RTU CURB REF MECH EXISTING PURLINS ATTACH CURB TO FRAMING USING 1/4"x2" LAG SCREWS AT 6" OC ATTACH CURB TO ANGLE USING 1/4" TEK SCREWS AT 6" OC MAX 6" REF PLAN NEW 4x8 SUBPURLIN UNDER CURB ATTACH TO PURLIN USING FACE-MOUNT SIMPSON HANGER ATTACH CURB TO FRAMING USING 1/4"x2" LAG SCREWS AT 6" OC ATTACH CURB TO FRAMING USING 1/4"x2" LAG SCREWS AT 6" OC REF PLAN EXISTING PURLIN 1/4"x4" BENT PLATE WITH (2) 1/2" DIA THRU BOLTS 6 6 3 3/4 POST REF PLAN EXISTING PURLINS C4x1 5/8x18 GA BRACE AT NEAREST SUBPURLIN ON EA SIDE OF COLUMN. ATTACH EACH END USING (3) 10d NAILS 1 1 1/4"x4" BENT PLATE WITH (2) 1/2" DIA THRU BOLTS 51/2 5 3/4 POST REF PLAN EXISTING PURLINS 51/2 EXISTING BEAM1/4"x4" BENT PLATE WITH (2) 1/2" DIA THRU BOLTS 51/2 3 3/4 POST REF PLAN NEW 4x8 SUB PURLINS INSTALL USING FACE MOUNT SIMPSON HANGER C4x1 5/8x18 GA BRACE AT NEAREST SUBPURLIN ON EA SIDE OF POST. ATTACH TO NEW SUBPURLIN USING (3) 10d NAILS. ATTACH TO COLUMN CAP USING (3) #10 TEK SCREWS. 1 1 EXISTING PURLIN 8" 51/2 4x BLOCKING CONT. ATTACH THRU DECK TO FRAMING BELOW USING 10d NAILS AT 3" OC STAGGERED REF PLAN FRAMING REF PLAN RIP BLOCKING TO REQUIRED THICKNESS PER ROOF SC0PE ASREQUIRED EXISTING PURLINS EXISTING DOUBLE 2x4 SUBPURLIN EACH SIDE OF OPENING NEW 2x4 SUBPURLIN CENTERED IN OPENING ATTACH EA END TO EXISTING PURLIN USING SIMPSON LU24 HANGER ATTACH NEW SHEATHING TO EXISTING FRAMING USING 10d NAILS AT 3" OC MAX ATTACH NEW SHEATHING TO NEW SUBPURLIN USING 10d NAILS AT 12" OC MAX EXTERIOR PLYWOOD SHEATHING MATCH THICKNESS OF EXISTING 4-12 GA HANGER WIRES AT 45 DEG TYP MAIN "T" RUNNER CROSS "T" RUNNER ATTACH COMPRESSION STRUT TO STRUCTURE ABOVE AND AT INTERSECTION OF "T" RUNNERS 1 1/2" DIA STD PIPE COMPRESSION STRUT MAX 12'-0"OC4'-0"MAX MAX 12'-0" OC 4'-0" MAX COMPRESSION STRUTS TO STRUCTURE ABOVE (4) 12 GAGE WIRES TO STRUCTURE ABOVE COMPRESSION STRUTS TO STRUCTURE ABOVE (4) 12 GAGE WIRES TO STRUCTURE ABOVE SUSPENDED CEILING PANELS AND GRID SYSTEM FLOOR WALL PLAN VIEW SECTION REF A112, A113, A114 FOR REFLECTED CEILING SHOWING EXTENTS OF INSTALLATION REF 1/S102 FOR BEAM CONNECTION TO COLUMN 1/4 8 TYP. COLUMN REF PLAN A AT SIM LOCATION APPLY ADDITIONAL PLATE AND CONTINUITY ANGLES TO TOP FLANGE OF PERPENDICULAR BEAM TOB REF PLAN SECTION A PL 3/8"x12"x0'-8" WHERE BEAM FLANGE IS LESS THAN 10" WIDE L3x3x3/8x2'-2" EACH SIDE BEAM RE: PLAN GRID POST REF PLAN L3x3x1/4 TYP BEAM OR JOIST RE: PLAN PL 1/2"x4"x0'-6" TYP 3/16 3/16 3/16 3/16 3/16 JOIST 3/16 TYP 3/16 NOTE: PROVIDE JOIST REINFORCING IN ACCORDANCE WITH THIS DETAIL FOR ALL CONCENTRATED LOADS IN EXCESS OF 150 LBS. THAT ARE NOT SHOWN ON THE STRUCTURAL FRAMING PLAN. LOADS SHALL NOT EXCEED 1000 LBS. CONTRACTOR TO PROVIDE AND INSTALL FIELD STRUT L2x2x1/4 EACH SIDE OF JOIST AT ALL LOCATIONS WHERE CONCENTRATED LOAD DOES NOT OCCUR WITHIN 3" OF A PANEL POINT. INSTALL ANGLE WITH ONE END AT LOCATION OF LOAD AND OTHER END AT A PANEL POINT ON THE OPPOSITE CHORD, TYP. 1/8 1 1/2 1/8 1 1/2TYP. EACH END EACH ANGLE CONCENTRATED LOAD, REF NOTES CONCENTRATED LOAD, REF NOTES 3" OR GREATER 3" OR GREATER 1' - 0" 1' - 0" WHERE CONCENTRATED LOAD EXCEEDS 1000# PROVIDE L5x3x5/16 (LLV) EA SIDE OF JOIST WELD TO CHORD USING 3/16"x2" FILLET WELDS AT 6" OC EXTEND 1'-0" PAST PANEL POINT EA END VERTICAL HANGERS: - SUSPENSION WIRES SHALL NOT BE SMALLER THAN #12 GAUGE SPACED AT NOT MORE THAN (4) FEET OC OR #10 GAUGE WIRES (5) FEET OC ALONG EACH MAIN RUNNER. - EACH VERTICAL WIRE SHALL BE ATTACHED TO THE STRUCTURE ABOVE AND TO THE SUSPENSION MEMBER WITH A MINIMUM OF (3) TURNS IN THE FIRST INCH. - SUSPENSION WIRES SHALL NOT BE MORE THAN 1 IN 6 OUT OF PLUMB UNLESS COUNTER SLOPING WIRES ARE PROVIDED. PERIMETER HANGERS: - THE TERMINAL ENDS OF EACH MAIN RUNNER AND CROSS RUNNER SHALL BE SUPPORTED INDEPENDENTLY A MAXIMUM (8) INCHES FROM EACH WALL OR CEILING DISCONTINUITY WITH #12 GAUGE WIRE OR APPROVED WALL SUPPORT. PERIMETER MEMBERS: - UNLESS PERIMETER MEMBERS ARE A STRUCTURAL PART OF THE SYSTEM, WALL ANGLES OR CHANNELS SHALL BE CONSIDERED AS AESTHETIC CLOSURES AND WITH NO STRUCTURAL VALUE. ENDS ON MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER TO PREVENT SPREADING. ATTACHMENT OF MEMBERS TO THE PERIMETER: - MAIN AND CROSS RUNNERS MAY BE CONNECTED TO TWO ADJACENT WALLS WITH CLEARANCE PROVIDED BETWEEN THE WALLS AND RUNNERS AT THE OTHER WALLS. LATERAL FORCE BRACING: - HORIZONTAL RESTRAINTS SHALL BE PROVIDED BY (4) #12 GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN (2) INCHES OF THE CROSS INTERSECTION AND SPLAYED AT 90 DEGREE ANGLES TO EACH OTHER AND AT AN ANGLE OF NOT MORE THAN 45 DEGREES FROM THE PLANE OF THE CEILING. A STRUT, ADEQUATE TO RESIST THE VERTICAL FORCES OF THE BRACING WIRES SHALL ALSO BE PROVIDED. STRUTS AND HORIZONTAL RESTRAINTS SHALL BE SPACED AT (12) FEET MAXIMUM IN BOTH DIRECTIONS BEGINNING AT NOT MORE THAN (6) INCHES FROM ALL HORIZONTAL PIPING AND DUCTWORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS. MECHANICAL SERVICES: - CEILING MOUNTED AIR TERMINALS OR SERVICES WEIGHING: LESS THAN (20) LBS: SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR THE CROSS RUNNERS WITH THE SAME CARRYING CAPACITY. (20)LBS TO (56) LBS: IN ADDITION TO THE ABOVE, SHALL HAVE (2) #12 GAUGE HANGERS CONNECTED FROM THE TERMINAL OR SERVICE TO THE CEILING SYSTEM HANGARS OR TO THE STRUCTURE ABOVE, THESE WIRES MAY BE SLACK. MORE THAN (56) LBS: SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED WIRE HANGERS. LIGHTING FIXTURES: - INTERMEDIATE OR HEAVY DUTY CEILING SYSTEMS ONLY MAY BE USED FOR THE SUPPORT OF LIGHTING FIXTURES. - ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. - ATTACHMENT DEVICES SHALL HAVE A CAPACITY OF 100 PERCENT OF THE LIGHTING FIXTURE WEIGHT ACTING IN ANY DIRECTION. - IN ADDITION TO THE REQUIREMENTS OUTLINED ABOVE, LIGHTING FIXTURES WEIGHING: LESS THAN (56) LBS: SHALL HAVE (2) 12 GAUGE WIRES ATTACHED TO OPPOSITE CORNERS AND WITHIN (3) INCHES OF THE CORNERS OF EACH FIXTURE AND ATTACHED TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. TANDEM FIXTURES MAY USE COMMON SUPPORT WIRES. (56) LBS OR MORE: SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. - PENDANT HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE WITH #9 GAUGE WIRE OR APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. GENERAL NOTES - SUSPENDED CEILING SYSTEM HANGER WIRE LATERAL FORCE BRACING NOT TO EXCEED 12'-0" OC IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 4' FROM EACH WALL CROSS RUNNER PANEL WALL TRIM MAIN RUNNER SPLAY BRACE WIRE 8" MAX 1/2" - RECESSED FLUORESCENT TUBE BOX "T-BAR CLIP" BY G PROVIDE 4 PER FIXTURE T-BAR CLIP SUSPENDED CEILINGSECTION PROVIDE 12 GAUGE SLACK WIRES AT TWO OPPOSING CORNERS AND FOUR VERTICAL WIRES WITHIN 3" OF EACH CORNER PLAN CONTINUOUS TRACK 16 GA CLIP ANGLE WITH (3) #10 TEKS SCREWS, EACH LEG. TYP. EA END OF HEADER, TOP AND BOTTOM FLANGE OF HEADER HEADER SECTION 8" x 1 1/4x18 GA TRACK TOP AND BOTTOM #10 TEK SCREWS AT 12" OC EA SIDE SECTION REF ARCH OPENING CRIPPLE STUD FULL HEIGHT STUDS (3) 8"x1 5/8x18 GA STUDS SHEET TITLE SEAL CONSULTANT PROJECT NUMBER SHEET AUTHOR 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 010203040506070809101112131415161718192021222324252627282930313233343536 Z Y X W V U T S R Q P N M L K J H G F E D C B A ARCHITECTURE RETAIL INTERIORS GRAPHICS PLANNING PROJECT M A S I L I O N I S T U R L E Y R E E S L L C f ARCHITECTURERMT.COM 908 BROADWAY 6TH FLOOR KANSAS CITY MO 64105 816.842.1878 816.842.1292 FARMERS INSURANCE MDC / OPC 13950 RAMONA AVE CHINO, CA 91710 FARMERS INSURANCE O.P.C. RELOCATION REVISION ROBERT J. RAMPETSREITER ENGINEER OF RECORD 818 GRAND BOULEVARD, SUITE 1100 KANSAS CITY, MO 64106 816-421-8282, FAX 816-421-8338 CHECKED BY S103 ROOF FRAMING 0820155 11-18-08 1/32" = 1'-0"1ROOF FRAMING PLAN 1/4" = 1'-0"2RTU #4 AND #5 1/4" = 1'-0"3RTU #1, # AND #3 1/4" = 1'-0"4CU #1 ND #2 1/2" = 1'-0"5FRAMING SECTION 1/2" = 1'-0"6FRAMING SECTION 1/2" = 1'-0"7FRAMING SECTION 1/2" = 1'-0"8FRAMING SECTION 1/2" = 1'-0"9FRAMING SECTION 1/2" = 1'-0"10BLOCKING SECTION 3/8" = 1'-0"11SKYLIGHT REPLACEMENT DETAIL T-BAR DETAIL NTS13 SPACING OF SUPPORTS NTS123/4" = 1'-0"14CONTINUITY ANGLE CONNECTION 3/4" = 1'-0"15JOIST BRACING AT POST BASE 3/4" = 1'-0"16JOIST REINFORCING DETAIL CEILING DETAIL AT WALL NTS17LIGHT FIXTURE SEISMIC CLIP NTS183/4" = 1'-0"19HEADER DETAIL 1 # DATE DESCRIPTION 1 12-09-08 ADDENDUM #2