Farmers PDC Chino CA

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.
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
THREE-WAY SWITCH
CABLE OUTLET
JUNCTION BOX
JUNCTION BOX
FLOOR MOUNTED
FLOOR MOUNTED
FLOOR MOUNTED
FLOOR MOUNTED
FLOOR MOUNTED
FLOOR MOUNTED
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
SURFACE MOUNTED
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
HORN STROBE ALARM
WALL MOUNTED
HORN WALL
MOUNTED
FIRE ALARM PULL STATION
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
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
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
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
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
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
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
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
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
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
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
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ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
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

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N
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J
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F
E
D
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B
A
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
816.842.1878
816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
NOVEMBER 18, 2008
07655
PROJECT NUMBER
FARMERS INSURANCE
MDC / OPC
13950 RAMONA AVE
CHINO, CA 91710
RELOCATION
O.P.C.
INSURANCE
FARMERS
tenant.
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
MAM8004.001-583 (PERMIT # 12949)
1

010203040506070809101112131415161718192021222324252627282930313233343536
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P
N
M
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J
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G
F
E
D
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B
A
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
816.842.1878
816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
NOVEMBER 18, 2008
07655
PROJECT NUMBER
FARMERS INSURANCE
MDC / OPC
13950 RAMONA AVE
CHINO, CA 91710
RELOCATION
O.P.C.
INSURANCE
FARMERS
tenant.
SH / MP / RRC
A01REFERENCE - MOST RECENT REPORT FOR EXISTING FACILITY AS SUBMITTED TO COUNTY FIRE DEPARTMENT
REFERENCE
RICHARD R. CLARK
A003
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
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1
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1
1
1

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
LE NL
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
816.842.1878
816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
NOVEMBER 18, 2008
07655
PROJECT NUMBER
FARMERS INSURANCE
MDC / OPC
13950 RAMONA AVE
CHINO, CA 91710
RELOCATION
O.P.C.
INSURANCE
FARMERS
tenant.
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
USE DESCRIPTION: PRODUCTION W/ SUPPORT OFFICE
CONSTRUCTION TYPE: TYPE 'III - B'
OCCUPANCY TYPE: NONSEPERATED USE GROUPS: 'B' & 'F-1' & 'S-1'
FULLY SPRINKLED: YES
ACTUAL AREAS
MEANS OF EGRESS:
(14750 SF/100) => 148. OL
(67295 SF/200) => 337. OL
(77470 SF/500) => 155. OL
(15053 SF/100) => 151. OL
(148 + 337 + 155) => 640. OL
ACCESSIBILITY:
A117.1 & ADA
of construction.
GROUPS: 'B', 'F-1' & 'S-1'
1
X01 A101
PLAN NOTE
WALL TYPE
DOOR NUMBER
REVISION NUMBER
OFFICE
101
NEW DOOR
EMERGENCY LIGHT
EXIT LIGHT
FIRE EXTINGUISHER
EMERGENCY LIGHT
WALL MOUNTED
CEILING MOUNTED
CEILING MOUNTED
WALL MOUNTED
EXIT LIGHT
OFFICE
101
S S S S S S S S
S S S S S S S S S S
GFI
E
R
RELOCATED LOCATION
INTERCEPT
ONE-HOUR RATED WALL
TWO-HOUR RATED WALL
ONE-HOUR SMOKE WALL
TWO-HOUR SMOKE WALL
FIRE / HORN / STROBE PULL
HORN STROBE ALARM
WALL MOUNTED
HORN WALL
MOUNTED
STROBE LIGHT
WALL MOUNTED
SMOKE DETECTOR
WALL SECTION OR
DETAIL REFERENCE
NEW WALL
INSPECTIONS:
PERMIT:
2. FIRE ALARM
COMPLIANCE:
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
SKY LIGHT
MAM8004.001-583 (PERMIT # 12949)
INDICATES TRAVEL DISTANCE TO
NEAREST RESTROOM
1
1

COPIER
COPIER
PR PR PR
FAX
FAX
PR
PR
PR PRPR
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
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:
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
ACTUAL AREAS
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:
(14750 SF/100) => 148. OL
(67295 SF/200) => 337. OL
(77470 SF/500) => 155. OL
(15053 SF/100) => 151. OL
(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
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:
A117.1 & ADA
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.
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
FOUNTAINS
OTHER
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
FOUNTAINS
OTHER
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
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PROJECT NUMBER
FARMERS INSURANCE
MDC / OPC
13950 RAMONA AVE
CHINO, CA 91710
RELOCATION
O.P.C.
INSURANCE
FARMERS
tenant.
SH / MP / RRC
N
04' 16'
1/16" = 1'-0"
R19CODE ANAYLSIS PLAN - EQPM. PLATFORM
CODES ANAYLSIS
RICHARD R. CLARK
A012
GROUPS: 'B', 'F-1' & 'S-1'
INSPECTIONS:
PERMIT:
2. FIRE ALARM
COMPLIANCE:
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).
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
NEW DOOR
EMERGENCY LIGHT
EXIT LIGHT
FIRE EXTINGUISHER
EMERGENCY LIGHT
WALL MOUNTED
CEILING MOUNTED
CEILING MOUNTED
WALL MOUNTED
EXIT LIGHT
OFFICE
101
S S S S S S S S
S S S S S S S S S S
GFI
E
R
RELOCATED LOCATION
INTERCEPT
ONE-HOUR RATED WALL
TWO-HOUR RATED WALL
ONE-HOUR SMOKE WALL
TWO-HOUR SMOKE WALL
FIRE / HORN / STROBE PULL
HORN STROBE ALARM
WALL MOUNTED
HORN WALL
MOUNTED
STROBE LIGHT
WALL MOUNTED
SMOKE DETECTOR
WALL SECTION OR
DETAIL REFERENCE
NEW WALL
LEGEND:
GRAVITY VENT
N INDICATES NEW
n
n
n = NL (NEW)
n = LE (EXISTING)
FIRE HOSE
SKY LIGHT
INDICATES EGRESS TRAVEL
DISTANCE STARTING POINT
INDICATES TRAVEL DISTANCE TO
NEAREST RESTROOM
1
MAM8004.001-583 (PERMIT # 12949)
1

ACCESSIBLE ROUTE
MIN. MIN. MIN. MIN.MIN.
MIN.
MIN.
MIN.
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07655
PROJECT NUMBER
FARMERS INSURANCE
MDC / OPC
13950 RAMONA AVE
CHINO, CA 91710
RELOCATION
O.P.C.
INSURANCE
FARMERS
tenant.
SH / MP / RRC
A01SIGNAGE
SIGNAGE
RICHARD R. CLARK
A013

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13950 RAMONA AVE
CHINO, CA 91710
RELOCATION
O.P.C.
INSURANCE
FARMERS
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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

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PROJECT NUMBER
FARMERS INSURANCE
MDC / OPC
13950 RAMONA AVE
CHINO, CA 91710
RELOCATION
O.P.C.
INSURANCE
FARMERS
tenant.
SH / MP / RRC
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

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07655
PROJECT NUMBER
FARMERS INSURANCE
MDC / OPC
13950 RAMONA AVE
CHINO, CA 91710
RELOCATION
O.P.C.
INSURANCE
FARMERS
tenant.
SH / MP / RRC
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

NEW ELECTRICAL
SERVICE. RE:
ELECTRICAL
NEW LANDSCAPED
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
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ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
816.842.1878
816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
NOVEMBER 18, 2008
07655
PROJECT NUMBER
FARMERS INSURANCE
MDC / OPC
13950 RAMONA AVE
CHINO, CA 91710
RELOCATION
O.P.C.
INSURANCE
FARMERS
tenant.
SH / MP / RRC
N
1" = 30'-0"
A01SITE PLAN
SITE PLAN
R.E. CLARK
A021
ACTUAL AREAS
ACCESSIBILITY:
A117.1 & ADA
of construction.
calculation. Additionally, three motorcycle spaces are required and of the 321 stalls to be
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

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
816.842.1878
816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
NOVEMBER 18, 2008
07655
PROJECT NUMBER
FARMERS INSURANCE
MDC / OPC
13950 RAMONA AVE
CHINO, CA 91710
RELOCATION
O.P.C.
INSURANCE
FARMERS
tenant.
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
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.
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
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
-
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).
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).

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