This document provides plans and specifications for tenant improvements to convert part of the second floor of an existing building into a corporate fitness center for Farmers Insurance. The project involves remodeling approximately 3,470 square feet on the second floor with new partitions, flooring, fixtures and equipment. Drawings include floor plans, elevations, sections and details. Specifications are provided for mechanical, electrical and plumbing work. The project will add 35 new occupants to the second floor without exceeding egress requirements.

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PROJECT
FARMERS INSURANCE
HOME OFFICE - ANNEX 2 - LOS ANGELES, CA
4750 WILSHIRE BLVD, SECOND FLOOR
LOS ANGELES, CA 90010
FARMERS
INSURANCE
FITNESS
CENTER
L L C
f
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOOR
KANSAS CITY MO 64105
816.842.1878
816.842.1292
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
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 2010 Rees Masilionis Turley Architecture, LLC
DECEMBER 10, 2010
PROJECT NUMBER
MARK DATE DESCRIPTION
2010309.010
I have prepared the drawings and assume
responsibility for the sheets numbered with an "A" prefix
for the project named below.
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.
MATTHEW MASILIONIS - ARCHITECT
CALIFORNIA # C-29101
COVER SHEET
RC
MM/MP
A001
ARCHITECT
RICHARD CLARK
REES MASILIONIS TURLEY
908 BROADWAY
6TH FLOOR
KANSAS CITY, MO 64105
816.842.1292
816.842.1878 f
richard.clark@architecturermt.com
ENGINEER
DOMINICK RUCERETO
BGR ENGINEERS
908 BROADWAY
2ND FLOOR
KANSAS CITY, MO 64105
816.842.2800
816.842.4884 f
drucereto@bgrengineers.com
A001 COVER SHEET
A011 SPECIFICATIONS
A012 SPECIFICATIONS
A013 SPECIFICATIONS
A014 SPECIFICATIONS
A021 SURVEY COPY - REFERENCE
A022 SITE PLANS - REFERENCE
A031 GENERAL REQUIREMENTS
A101 SECOND FLOOR PLAN - SCOPE, EGRESS AND CODE
A102 ENLARGED SECOND FLOOR PLAN, SCALE 1/4" = 1'-0"
A103 ENLARGED PLANS; DEMO., RCP., FF&E, AND FINISHES
A201 ELEVATIONS - INTERIOR
A202 ELEVATIONS - INTERIOR
A301 SECTIONS
A501 DETAILS - PARTITION TYPES
A502 DETAILS - HEAD, JAMB AND SILL
A503 DETAILS - SEISMIC CEILING
A601 SCHEDULES AND DOOR TYPES
FP102 SECOND FLOOR PLAN FIRE PROTECTION
P100 BASEMENT PLAN PLUMBING
P101 FIRST FLOOR PLAN PLUMBING
P102 SECOND FLOOR PLAN PLUMBING
P103 THIRD FLOOR PLAN PLUMBING
P200 PLUMBING RISER DIAGRAMS
P300 PLUMBING SCHEDULES
P301 PLUMBING DETAILS
M102 SECOND FLOOR PLAN DEMOLITION
M202 SECOND FLOOR PLAN MECHANICAL
M203 THIRD FLOOR PLAN MECHANICAL
M300 MECHANICAL SCHEDULES
M301 MECHANICAL DETAILS
M400 TITLE 24
M401 TITLE 24
ME100 SPECIFICATIONS - MECHANICAL & ELECTRICAL
ME101 SPECIFICATIONS - MECHANICAL & ELECTRICAL
E100 BASEMENT PLAN DEMOLITION
E102 SECOND FLOOR PLAN DEMOLITION
E202 SECOND FLOOR PLAN POWER
E203 THIRD FLOOR PLAN POWER
E302 SECOND FLOOR PLAN LIGHTING
E400 SCHEDULES AND DETAILS
E500 TITLE 24
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.
A) 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.
BUILDING CODE: 2007 CBC W/ LA CITY AMENDMENTS
ELECTRICAL CODE: 2007 CEC W/ LA CITY AMENDMENTS
MECHANICAL CODE: 2007 CMC W/ LA CITY AMENDMENTS
PLUMBING CODE: 2007 CPC W/ LA CITY AMENDMENTS
USE DESCRIPTION: CORPORATE FITNESS CENTER
CONSTRUCTION TYPE: TYPE 1B
OCCUPANCY TYPE: B - BUSINESS
FULLY SPRINKLED: YES
TENANT AREA: 3470 SQUARE FEET
OCCUPANCY LOAD: 3470 SQUARE FEET
@ 50 SQ FT / OCCUPANT
= 70 TOTAL OCCUPANTS
NO AREA ADDED TO SECOND FLOOR OF EXISTING BUILDING.
ADDS 35 PEOPLE TO EXISTING OCCUPANT LOAD FOR 2ND FLOOR
WITHOUT EGRESS ISSUES.
EXITS REQUIRED: 2
EXITS PROVIDED: 2
REFERENCE SHEETS A021, A022, A031 AND A101 FOR ADDITIONAL
CODE INFORMATION.
B) 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.
C) NO MODIFICATIONS / REVISIONS / CHANGES SHALL BE
UNDERTAKEN UNLESS SPECIFICALLY SO INSTRUCTED AND
APPROVED BY OWNER.
D) 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.
A) ALL "HOLD" DIMENSIONS SHALL BE MONITORED TO ASSURE
CORRECTNESS.
B) 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.
A) 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.
A) GROUND/BLOCKING MAY NOT BE WHOLLY SHOWN ON
DRAWINGS AND GOOD CONSTRUCTION PRACTICE SHALL
GOVERN/DETERMINE SAID USE WHERE A QUESTION ARISES.
B) 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.
CLIENT / OWNER
ZURICH SERVICES OF
NORTH AMERICA
MARIA CAAMPUED, PM
CORPORATE REAL ESTATE
4680 WILSHIRE BLVD
4TH FLOOR
LOS ANGELES, CA 90010
323.964.8076
323.964.8094 f
323.386.5229 c
maria.caampued
@farmersinsurance.com
CONTRACTOR
TBD BY BID
KEYNOTE
FURNITURE, FIXTURE OR
EXISTING WALL TO REMAIN
EXISTING WALL TO BE REMOVED
NEW WALL
NEW DOOR
EXISTING DOOR TO BE REMOVED
DATA OUTLET
DATA OUTLET
DATA / PHONE OUTLET
ELECTRICAL PANEL
EMERGENCY LIGHT
FIRE ALARM ANNUNCIATOR PANEL
DATA / PHONE OUTLET
HORN STROBE ALARM
FIRE / HORN / STROBE PULL STATION
DUPLEX OUTLET
QUADPLEX OUTLET
KEYPAD
SPECIALTY OUTLET
QUADPLEX OUTLET
PHONE OUTLET
PHONE OUTLET
ELECTRICAL TRANSFORMER
CAMERA
EXHAUST FAN
THERMOSTAT
STROBE LIGHT
SMOKE DETECTOR
EXIT LIGHT
SPEAKER
SPRINKLER HEAD
FLUORESCENT STRIP LIGHT
CAN LIGHT
CEILING FAN
CAN LIGHT
MECHANICAL SUPPLY GRILL
MECHANICAL RETURN GRILL
CORE DRILL
FLOOR DRAIN
WATER HEATER
GAS METER
LIGHT SWITCH
HORN
EMERGENCY LIGHT
CAN LIGHT
42"
GFI
E
R
220
WALL MOUNTED AT 46" A.F.F.
FIRE ALARM PULL STATION
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.
DIMMER SWITCH
THREE-WAY SWITCH
CABLE OUTLET
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.
WALL MOUNTED
CEILING MOUNTED
CEILING MOUNTED
CEILING MOUNTED
DOUBLE SIDED EXIT LIGHT
WALL MOUNTED
WALL MOUNTED
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED
WALL MOUNTED AT 46" A.F.F.
INCANDESCENT LIGHT
CEILING MOUNTED
INCANDESCENT LIGHT
WALL MOUNTED
TRACK LIGHT
FLUORESCENT LIGHT
DIRECT/INDIRECT
FLUORESCENT LIGHT
FLUORESCENT LIGHT
PARABOLIC LENS
EXISTING DOOR TO REMAIN
TENANT FINISH FOR:
FARMERS INSURANCE
LOS ANGELES HOME OFFICE - ANNEX 2 - SECOND FLOOR FITNESS CENTER
4750 WILSHIRE BLVD
2ND FLOOR
LOS ANGELES, CA 90010
GENERAL NOTES A19 A001 BUILDING LOCATION MAP A07 A001 CODE INFORMATION A01 A001
SHEET INDEX H01 A001
CONTACT INFORMATION A13 A001
OFFICE
101
1
1
101
A
A
1
CL CENTER LINE
COLUMN NUMBER
ELEVATION INDICATOR
DETAIL INDICATOR
DETAIL NUMBER
DOOR NUMBER
X30
A101
A101
A1
A2
A3
A4
X30
A101
MATCH LINE
SEE A2/A101
REVISION NUMBER
ROOM NAME AND NUMBER
A SPECIALTY TYPE
DN STAIR DIRECTION INDICATOR
WALL TYPE
WINDOW TYPE
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 18" A.F.F.
WALL MOUNTED AT 18" A.F.F.
JUNCTION BOX
DUPLEX OUTLET
FLOOR MOUNTED
FIRE EXTINGUISHER
WALL MOUNTED AT 46" A.F.F.
CARD READER
WALL MOUNTED AT 46" A.F.F.
CABLE OUTLET
FLOOR MOUNTED
ELECTRICAL METER
ELECTRICAL GENERATOR
ELECTRICAL MOTOR
SPECIALTY OUTLET
FLOOR MOUNTED
220 OUTLET
WALL MOUNTED AT 18" A.F.F.
220 OUTLET
FLOOR MOUNTED
FP
FLUORESCENT LIGHT
EMERGENCY
EF
INSTA HOT
WATER METER
EQUIPMENT TYPE
MATCHLINE
ADJACENT SHEET NUMBER
SHEET NUMBER
INTERIOR ELEVATION NUMBER
SHEET NUMBER
INTERIOR ELEVATION NUMBER
SHEET NUMBER
EXTERIOR ELEVATION NUMBER
SHEET NUMBER
EXTERIOR SECTION NUMBER
SHEET NUMBER
BREAK LINE
N
NORTH ARROW
100'-0"
X30
A101
INTERIOR SECTION NUMBER
SHEET NUMBER
ELEVATION TAG
EP
S
S
S
C
C
CR
G
F
H
J
J
M
K
HS
MOTION DETECTOR
WALL MOUNTED
S
T
T
C
EXIT LIGHT
WALL MOUNTED
WALL MOUNTED
DOUBLE SIDED EXIT LIGHT
SD
S
IH
SYMBOLS LEGEND H07 A001
EMERGENCY
WALL WASHING
A101
X30
X30
A101
A
PROJECT LOCATION
N
INDICATES EXISTING TO
REMAIN
INDICATES EXISTING IN
RELOCATED LOCATION
INDICATES HEIGHT TO
CENTERLINE ABOVE
FINISHED FLOOR (A.F.F.)
INDICATES SPECIAL VOLTAGE
REQUIREMENT
INDICATES GROUND FAULT
INTERCEPT

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010203040506070809101112131415161718192021222324252627282930313233343536
PROJECT
FARMERS INSURANCE
HOME OFFICE - ANNEX 2 - LOS ANGELES, CA
4750 WILSHIRE BLVD, SECOND FLOOR
LOS ANGELES, CA 90010
FARMERS
INSURANCE
FITNESS
CENTER
L L C
f
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOOR
KANSAS CITY MO 64105
816.842.1878
816.842.1292
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
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 2010 Rees Masilionis Turley Architecture, LLC
DECEMBER 10, 2010
PROJECT NUMBER
MARK DATE DESCRIPTION
2010309.010
I have prepared the drawings and assume
responsibility for the sheets numbered with an "A" prefix
for the project named below.
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.
MATTHEW MASILIONIS - ARCHITECT
CALIFORNIA # C-29101
SECTION 013000 - ADMINISTRATIVE REQUIREMENTS
1.1PROJECT MANAGEMENT AND COORDINATION
A. Coordinate construction operations included in different Sections
of the Specifications to ensure efficient and orderly installation of
each part of the Work.
B. Requests for Information (RFIs): On discovery of the need for
additional information or interpretation of the Contract Documents,
Contractor shall prepare and submit an RFI. Use AIA Document
G716-2004.
C. Schedule and conduct progress meetings at Project site at regular
intervals. Notify Owner and Architect of meeting dates and times.
Require attendance of each subcontractor or other entity
concerned with current progress or involved in planning,
coordination, or performance of future activities.
1. Record minutes and distribute to everyone concerned, including
Owner and Architect.
1.2 SUBMITTAL ADMINISTRATIVE REQUIREMENTS
A. Coordinate each submittal with fabrication, purchasing, testing,
delivery, other submittals, and related activities that require
sequential activity.
1. No extension of the Contract Time will be authorized
because of failure to transmit submittals enough in advance
of the Work to permit processing, including resubmittals.
2. Submit three copies of each action submittal. Architect will
return two copies.
3. Submit two copies of each informational submittal.
Architect will not return copies.
4. Architect will discard submittals received from sources other
than Contractor.
B. Place a permanent label or title block on each submittal for
identification. Provide a space approximately 6 by 8 inches (150 by
200 mm) on label or beside title block to record Contractor's
review and approval markings and action taken by Architect.
Include the following information on the label:
1. Project name.
2. Date.
3. Name and address of Contractor.
4. Name and address of subcontractor or supplier.
5. Number and title of appropriate Specification Section.
C. Identify deviations from the Contract Documents on submittals.
D. Contractor's Construction Schedule Submittal Procedure: Submit
two copies of schedule within 10 days after date established for
Commencement of the Work.
1.3 ACTION SUBMITTALS
A. Product Data: Mark each copy to show applicable products and
options. Include the following:
1. Manufacturer's written recommendations, product
specifications, and installation instructions.
2. Wiring diagrams showing factory-installed wiring.
3. Printed performance curves and operational range diagrams.
4. Testing by recognized testing agency.
5. Compliance with specified standards and requirements.
B. Shop Drawings: Prepare Project-specific information, drawn
accurately to scale. Do not base Shop Drawings on reproductions
of the Contract Documents or standard printed data. Submit on
sheets at least 8-1/2 by 11 inches (215 by 280 mm) but no larger
than 30 by 42 inches (762 by 1067 mm). Include the following:
1. Dimensions and identification of products.
2. Fabrication and installation drawings and roughing-in and
setting diagrams.
3. Wiring diagrams showing field-installed wiring.
4. Notation of coordination requirements.
5. Notation of dimensions established by field measurement.
C. Samples: Submit Samples for review of kind, color, pattern, and
texture and for a comparison of these characteristics between
submittal and actual component as delivered and installed.
Include name of manufacturer and product name on label.
1. If variation is inherent in material or product, submit at least
three sets of paired units that show variations.
1.4INFORMATIONAL SUBMITTALS
A. Qualification Data: Include lists of completed projects with project
names and addresses, names and addresses of architects and
owners, and other information specified.
B. Product Certificates: Prepare written statements on
manufacturer's letterhead certifying that product complies with
requirements in the Contract Documents.
SECTION 014000 - QUALITY REQUIREMENTS
1.1 SECTION REQUIREMENTS
A. Testing and inspecting services are required to verify compliance
with requirements specified or indicated. These services do not
relieve Contractor of responsibility for compliance with the
Contract Document requirements.
1. Testing and inspecting services shall be performed by
independent testing agencies.
B. Referenced Standards: If compliance with two or more standards
is specified and the standards establish different or conflicting
requirements, comply with the most stringent requirement. Refer
uncertainties to Architect for a decision.
C. Minimum Quantity or Quality Levels: The quantity or quality level
shown or specified shall be the minimum. The actual installation
may exceed the minimum within reasonable limits. Indicated
numeric values are minimum or maximum, as appropriate, for the
context of requirements. Refer uncertainties to Architect for a
decision.
D. Test and Inspection Reports: Prepare and submit certified written
reports specified in other Sections. Include the following:
1. Date of issue.
2. Project title and number.
3. Name, address, and telephone number of testing agency.
4. Dates and locations of samples and tests or inspections.
5. Record of temperature and weather conditions at time of
sample taking and testing and inspecting.
6. Names of individuals making tests and inspections.
7. Description of the Work and test and inspection method.
8. Complete test or inspection data, test and inspection results, an
interpretation of test results, and comments or professional
opinion on whether tested or inspected Work complies with the
Contract Document requirements.
9. Name and signature of laboratory inspector.
10.Recommendations on retesting and reinspecting.
E. Permits, Licenses, and Certificates: For Owner's records, submit
copies of permits, licenses, certifications, inspection reports,
notices, receipts for fee payments, and similar documents,
established for compliance with standards and regulations bearing
on performance of the Work.
F. Testing Agency Qualifications: An independent agency with the
experience and capability to conduct testing and inspecting
indicated; and where required by authorities having jurisdiction,
that is acceptable to authorities.
G. Retesting/Reinspecting: Regardless of whether original tests or
inspections were Contractor's responsibility, provide
quality-control services, including retesting and reinspecting, for
construction that replaced Work that failed to comply with the
Contract Documents.
H. Testing Agency Responsibilities: Cooperate with Architect and
Contractor in performance of duties. Provide qualified personnel
to perform required tests and inspections.
1. Promptly notify Architect and Contractor of irregularities or
deficiencies in the Work observed during performance of its
services.
2. Do not release, revoke, alter, or increase requirements of
the Contract Documents or approve or accept any portion of
the Work.
3. Do not perform any duties of Contractor.
I. Associated Services: Cooperate with testing agencies and provide
reasonable auxiliary services as requested. Provide the following:
1. Access to the Work.
2. Incidental labor and facilities necessary to facilitate tests and
inspections.
3. Adequate quantities of representative samples of materials
that require testing and inspecting. Assist agency in
obtaining samples.
4. Facilities for storage and field curing of test samples.
5. Security and protection for samples and for testing and
inspecting equipment.
J. Coordination: Coordinate sequence of activities to accommodate
required quality-assurance and -control services with a minimum
of delay and to avoid necessity of removing and replacing
construction to accommodate testing and inspecting.
1. Schedule times for tests, inspections, obtaining samples, and
similar activities.
SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS
1.1 SECTION REQUIREMENTS
A. Use Charges: Installation and removal of and use charges for
temporary facilities shall be included in the Contract Sum unless
otherwise indicated.
B. Water and Electric Power: Available from Owner's existing
system without metering and without payment of use charges,
unless otherwise indicated on Drawings. Provide connections and
extensions of services as required for construction operations.
C. Electric Service: Comply with NECA, NEMA, and UL standards and
regulations for temporary electric service. Install service to
comply with NFPA 70.
D. Accessible Temporary Egress: Comply with applicable provisions
in ICC/ANSI A117.1.
1.2 TEMPORARY FACILITIES
A. Provide field offices, storage and fabrication sheds, and other
support facilities as necessary for construction operations. Store
combustible materials apart from building.
1.3EQUIPMENT
A. Fire Extinguishers: Portable, UL rated; with class and
extinguishing agent as required by locations and classes of fire
exposures.
B. HVAC Equipment: Unless Owner authorizes use of permanent
HVAC system, provide vented, self-contained, liquid-propane-gas
or fuel-oil heaters with individual space thermostatic control.
1. Use of gasoline-burning space heaters, open-flame heaters,
or salamander-type heating units is prohibited.
2. Heating Units: Listed and labeled for type of fuel being
consumed, by a testing agency acceptable to authorities having
jurisdiction, and marked for intended use.
3. Permanent HVAC System: If Owner authorizes use of
permanent HVAC system for temporary use during
construction, provide filter with MERV of 8 at each return-air
grille in system and remove at end of construction.
1.4 TEMPORARY UTILITY INSTALLATION
A. General: Install temporary service or connect to existing service.
1. Arrange with utility company, Owner, and existing users for
time when service can be interrupted, if necessary, to make
connections for temporary services.
B. Sanitary Facilities: Use of Owner's existing toilet facilities will be
permitted, as long as facilities are cleaned and maintained in a
condition acceptable to Owner. At Substantial Completion, restore
these facilities to condition existing before initial use.
C. Heating and Cooling: Provide temporary heating and cooling
required for curing or drying of completed installations or for
protecting installed construction from adverse effects of low
temperatures or high humidity. Select equipment that will not
have a harmful effect on completed installations or elements being
installed.
D. Provide temporary lighting with local switching that provides
adequate illumination for construction operations, observations
and inspections.
1.5 SUPPORT FACILITIES INSTALLATION
A. Install project identification and other signs in locations approved
by Owner to inform the public and persons seeking entrance to
Project.
B. Waste Disposal Facilities: Provide waste-collection containers in
sizes adequate to handle waste from construction operations.
Comply with requirements of authorities having jurisdiction.
SECTION 016000 - PRODUCT REQUIREMENTS
1.1 SECTION REQUIREMENTS
A. The term "product" includes the terms "material," "equipment,"
"system," and terms of similar intent.
B. Comparable Product Requests:
1. Submit request for consideration of each comparable product.
Do not submit unapproved products on Shop Drawings or other
submittals.
2. Identify product to be replaced and show compliance with
requirements for comparable product requests. Include a
detailed comparison of significant qualities of proposed
substitution with those of the Work specified.
3. Architect will review the proposed product and notify
Contractor of its acceptance or rejection.
C. Basis-of-Design Product Specification Submittal: Show
compliance with requirements.
D. Compatibility of Options: If Contractor is given option of selecting
between two or more products, select product compatible with
products previously selected.
E. Deliver, store, and handle products using means and methods that
will prevent damage, deterioration, and loss, including theft.
Comply with manufacturer's written instructions.
1. Schedule delivery to minimize long-term storage at Project
site and to prevent overcrowding of construction spaces.
2. Deliver products to Project site in manufacturer's original
sealed container or packaging, complete with labels and
instructions for handling, storing, unpacking, protecting, and
installing.
3. Inspect products on delivery to ensure compliance with the
Contract Documents and to ensure that products are
undamaged and properly protected.
4. Store materials in a manner that will not endanger Project
structure.
5. Store products that are subject to damage by the elements,
under cover in a weathertight enclosure above ground, with
ventilation adequate to prevent condensation.
F. Warranties specified in other Sections shall be in addition to, and
run concurrent with, other warranties required by the Contract
Documents. Manufacturer's disclaimers and limitations on
product warranties do not relieve Contractor of obligations under
requirements of the Contract Documents.
1.2PRODUCT SELECTION PROCEDURES
A. Provide products that comply with the Contract Documents, are
undamaged, and are new at the time of installation.
1. Provide products complete with accessories, trim, finish,
and other devices and components needed for a complete
installation and the intended use and effect.
2. Descriptive, performance, and reference standard
requirements in the Specifications establish salient
characteristics of products.
B. Product Selection Procedures:
1. Where Specifications name a single manufacturer and
product, provide the named product that complies with
requirements.
2. Where Specifications name a single manufacturer or source,
provide a product by the named manufacturer or source that
complies with requirements.
3. Where Specifications include a list of names of both
available manufacturers and products, provide one of the
products listed, or an unnamed product, that complies with
requirements. Comply with requirements for "comparable
product requests" for consideration of an unnamed product.
4. Where Specifications include a list of manufacturers' names,
provide a product by one of the manufacturers listed that
complies with requirements. Comparable products or
substitutions for Contractor's convenience will be considered.
5. Where Specifications include a list of available
manufacturers, provide a product by one of the
manufacturers listed, or a product by an unnamed
manufacturer, that complies with requirements. Comply with
requirements for "comparable product requests" for
consideration of an unnamed manufacturer's product.
6. Where Specifications name a single product, or refer to a
product indicated on Drawings, provide the named product.
Comply with provisions for "comparable product requests"
for consideration of an unnamed product by another
manufacturer.
C. Where Specifications require "match Architect's sample," provide
a product that complies with requirements and matches
Architect's sample. Architect's decision will be final on whether a
proposed product matches.
D. Unless otherwise indicated, Architect will select color, gloss,
pattern, density, or texture from manufacturer's product line that
includes both standard and premium items.
SECTION 017000 - EXECUTION AND CLOSEOUT REQUIREMENTS
1.1 CLOSEOUT SUBMITTALS
A. Record Drawings: Maintain a set of prints of the Contract
Drawings as record Drawings. Mark to show actual installation
where installation varies from that shown originally.
1. Identify and date each record Drawing; include the designation
"PROJECT RECORD DRAWING" in a prominent location.
B. Operation and Maintenance Data: Submit one copy of manual.
Organize data into three-ring binders with identification on front
and spine of each binder, and envelopes for folded drawings.
Include the following:
1. Manufacturer's operation and maintenance documentation.
2. Maintenance and service schedules.
3. Maintenance service contracts.
4. Emergency instructions.
5. Spare parts list.
6. Wiring diagrams.
7. Copies of warranties.
1.2 CLOSEOUT PROCEDURES
A. Substantial Completion: Before requesting Substantial Completion
inspection, complete the following:
1. Prepare a list of items to be completed and corrected (punch
list), the value of items on the list, and reasons why the Work is
not complete.
2. Advise Owner of pending insurance changeover requirements.
3. Submit specific warranties, maintenance service agreements,
and similar documents.
4. Obtain and submit releases permitting Owner unrestricted use
of the Work and access to services and utilities. Include
occupancy permits, operating certificates, and similar releases.
5. Submit record Drawings, operation and maintenance
manuals, and similar final record information.
6. Deliver tools, spare parts, extra materials, and similar items.
7. Make final changeover of permanent locks and deliver keys to
Owner.
8. Complete startup testing of systems.
9. Remove temporary facilities and controls.
10. Submit changeover information related to Owner's occupancy,
use, operation, and maintenance.
11. Complete final cleaning requirements, including touchup
painting.
12. Touch up and otherwise repair and restore marred exposed
finishes to eliminate visual defects.
B. Submit a written request for inspection for Substantial Completion.
On receipt of request, Architect will proceed with inspection or
advise Contractor of unfulfilled requirements. Architect will
prepare the Certificate of Substantial Completion after inspection
or will advise Contractor of items that must be completed or
corrected before certificate will be issued.
C. Request inspection for Final Completion, once the following are
complete:
1. Submit a copy of Substantial Completion inspection list stating
that each item has been completed or otherwise resolved for
acceptance.
2. Instruct Owner's personnel in operation, adjustment, and
maintenance of products, equipment, and systems.
D. Request reinspection when the Work identified in previous
inspections as incomplete is completed or corrected.
E. Submit a written request for final inspection for acceptance. On
receipt of request, Architect will proceed with inspection or advise
Contractor of unfulfilled requirements. Architect will prepare final
Certificate for Payment after inspection or will advise Contractor of
items that must be completed or corrected before certificate will
be issued.
1.3EXAMINATION AND PREPARATION
A. Before proceeding with each component of the Work, examine
substrates, areas, and conditions, with Installer or Applicator
present where indicated, for compliance with requirements for
installation tolerances and other conditions affecting performance.
1. Verify compatibility with and suitability of substrates.
2. Examine roughing-in for mechanical and electrical systems.
3. Examine walls, floors, and roofs for suitable conditions.
B. Proceed with installation only after unsatisfactory conditions have
been corrected.
C. Take field measurements as required to fit the Work properly.
Where portions of the Work are indicated to fit to other
construction, verify dimensions of other construction by field
measurements before fabrication.
D. Verify space requirements and dimensions of items shown
diagrammatically on Drawings.
1.4INSTALLATION
A. Locate the Work and components of the Work accurately, in
correct alignment and elevation, as indicated. Make vertical work
plumb and make horizontal work level.
1. Make joints of uniform width. Where joint locations in exposed
work are not indicated, arrange joints for the best visual effect.
Fit exposed connections to form hairline joints.
2. Conceal pipes, ducts, and wiring in finished areas unless
otherwise indicated.
3. Maintain minimum headroom clearance of 96 inches (2440 mm)
in occupied spaces and 90 inches (2300 mm) in unoccupied
spaces.
B. Comply with manufacturer's written instructions and
recommendations.
C. Conduct construction operations so no part of the Work is
subjected to damaging operations or loading in excess of that
expected during normal conditions of occupancy.
D. Use products, cleaners, and installation materials that are not
considered hazardous.
E. Provide blocking and attachment plates and anchors and fasteners
of adequate size and number to securely anchor each component
in place. Obtain and distribute to the parties involved templates
for work specified to be factory prepared and field installed.
1.5 CUTTING AND PATCHING
A. Provide temporary support of work to be cut. Do not cut structural
members or operational elements without prior written approval of
Architect.
B. Where existing services/systems are required to be removed,
relocated, or abandoned, bypass such services/systems before
cutting to prevent interruption to occupied areas.
C. Patch with durable seams that are as invisible as possible. Provide
materials and comply with installation requirements specified in
other Sections.
1. Restore exposed finishes of patched areas and extend finish
restoration into adjoining construction in a manner that will
minimize evidence of patching and refinishing.
2. Where patching occurs in a painted surface, prepare substrate
and apply primer and intermediate paint coats appropriate for
substrate over the patch, and apply final paint coat over entire
unbroken surface containing the patch. Provide additional
coats until patch blends with adjacent surfaces.
SECTION 011000 - SUMMARY
1.1PROJECT INFORMATION
A. Project: Farmers Insurance Home Office Annex 2 second floor Fitness
Center.
1. Project Location: Farmers Insurance Home Office, Annex 2, 2nd
Floor, 4750 Wilshire Blvd, Los Angeles, CA 90010.
B. Owner: Farmers Insurance.
C. Architect: Rees Masilionis Turley Architecture, LLC.
D. Contractor: <Contractor to be determined by bid>.
E. The Work consists of typical interior tenant improvement.
F. Work Under Separate Contracts:
1. As indicated on Drawings.
G. Owner-Furnished Items: The following products will be
furnished by Owner and shall be installed by Contractor as
part of the Work:
1. As indicated on Drawings.
1.2 WORK RESTRICTIONS
A. Contractor's Use of Premises: During construction,
Contractor will have full use of area indicated. Contractor's
use of premises is limited only by Owner's right to
perform work or employ other contractors on portions of Project
and as indicated on Drawings.
1. Owner will occupy premises during construction. Perform
construction only during normal working hours 8 AM to 5 PM
Monday thru Friday, other than holidays), unless otherwise
agreed to in advance by Owner. Clean up work areas and
return to usable condition at the end of each work period.
2. Driveways, Walkways, and Entrances: Keep driveways,
parking garages, loading areas, and entrances serving
premises clear and available to Owner, Owner's employees,
and emergency vehicles at all times. Do not use these areas
for parking or storage of materials.
B. Nonsmoking Building: Smoking is not permitted within the
building or within 25 feet (8 m) of entrances, operable windows, or
outdoor-air intakes.
SECTION 012000 - PRICE AND PAYMENT PROCEDURES
1.1 ALLOWANCES
A. Allowance shall include cost to Contractor of specific products and
materials ordered by Owner or selected by Architect under
allowance and shall include freight and delivery to Project site.
B. Unless otherwise indicated, Contractor's costs for receiving and
handling at Project site, labor, installation, overhead and profit,
and similar costs related to products and materials under
allowance shall be included as part of the Contract Sum and not
part of the allowance.
C. Obtain a minimum of two proposals for each allowance and submit
to Architect, in the form specified for Change Orders, with
recommendations. Purchase products selected by Architect.
D. Advise Architect of the date when selection and purchase of each
product or system described by an allowance must be completed
to avoid delaying the Work.
E. Submit invoices to show cost and actual quantities of materials
delivered.
1.2UNIT PRICES
A. Unit price is an amount incorporated in the Agreement, applicable
during the duration of the Work as a price per unit of measurement
for materials, equipment, or services, or a portion of the Work,
added to or deducted from the Contract Sum by appropriate
modification, if the scope of Work or estimated quantities of Work
required by the Contract Documents are increased or decreased.
B. Unit prices include all necessary material, plus cost for delivery,
installation, insurance, applicable taxes, overhead, and profit.
1.3 ALTERNATES
A. Alternate: An amount proposed by bidders and stated on the Bid
Form for certain work defined in the bidding requirements that
may be added to or deducted from the Base Bid amount if Owner
decides to accept a corresponding change either in the amount of
construction to be completed or in the products, materials,
equipment, systems, or installation methods described in the
Contract Documents.
1. Alternates described in this Section are part of the Work
only if enumerated in the Agreement.
2. The cost or credit for each alternate is the net addition to or
deduction from the Contract Sum to incorporate alternate
into the Work. No other adjustments are made to the
Contract Sum.
1.4 SUBSTITUTION PROCEDURES
A. Substitutions include changes in products, materials, equipment,
and methods of construction from those required by the Contract
Documents and proposed by Contractor after award of the
Contract.
1. Substitution Request Form: Use CSI Form 13.1A.
2. Submit three copies of each request for product substitution.
3. Submit requests within 15 days after the Notice to Proceed.
4. Do not submit unapproved substitutions on Shop Drawings
or other submittals.
5. Identify product to be replaced and show compliance with
requirements for substitutions. Include a detailed comparison
of significant qualities of proposed substitution with those of the
Work specified, a list of changes needed to other parts of the
Work required to accommodate proposed substitution, and any
proposed changes in the Contract Sum or the Contract Time
should the substitution be accepted.
6. Architect will review the proposed substitution and notify
Contractor of its acceptance or rejection.
1.5 CONTRACT MODIFICATION PROCEDURES
A. Architect will issue supplemental instructions authorizing minor
changes in the Work, not involving adjustment to the Contract Sum
or the Contract Time.
B. Owner-Initiated Proposal Requests: Architect will issue a detailed
description of proposed changes in the Work.
1. Proposal Requests are not instructions either to stop work
in progress or to execute the proposed change.
2. Within time specified in Proposal Request after receipt of
Proposal Request, submit a quotation estimating cost
adjustments to the Contract Sum and the Contract Time.
C. Contractor-Initiated Proposals: If latent or changed conditions
require modifications to the Contract, Contractor may initiate a
claim by submitting a request for a change to Architect.
D. On Owner's approval of a Proposal Request, Contractor will issue a
Change Order for signatures of Owner and Contractor on AIA
Document G701, for all changes to the Contract Sum or the
Contract Time.
E. Architect may issue a Construction Change Directive on AIA
Document G714. Construction Change Directive instructs
Contractor to proceed with a change in the Work, for subsequent
inclusion in a Change Order.
1. Construction Change Directive contains a complete
description of change in the Work. It also designates
method to be followed to determine change in the Contract
Sum or the Contract Time.
SECTION 012000 - PRICE AND PAYMENT PROCEDURES (continued)
F. Documentation: Maintain detailed records on a time and material
basis of work required by the Construction Change Directive. After
completion of change, submit an itemized account and supporting
data necessary to substantiate cost and time adjustments to the
Contract.
1.6PAYMENT PROCEDURES
A. Submit a Schedule of Values at least seven days before the initial
Application for Payment. Break down the Contract Sum into at
least one line item for each Specification Section in the Project
Manual table of contents. Coordinate the schedule of values with
Contractor's construction schedule.
1. Arrange schedule of values consistent with format of AIA
Document G703.
2. Round amounts to nearest whole dollar; total shall equal the
Contract Sum.
3. Provide separate line items in the schedule of values for initial
cost of materials and for total installed value of that part of the
Work.
B. Application for Payment Forms: Use AIA Document G702 and AIA
Document G703 as form for Applications for Payment.
C. Submit three copies of each application for payment according to
the schedule established in Owner/Contractor Agreement.
1. With each Application for Payment, submit waivers of
mechanic's liens from subcontractors, sub-subcontractors,
and suppliers for construction period covered by the
previous application.
2. Submit final Application for Payment with or preceded by
conditional final waivers from every entity involved with
performance of the Work covered by the application who is
lawfully entitled to a lien.
a. Include insurance certificates, proof that taxes, fees, and
similar obligations were paid, and evidence that claims have
been settled.
b. Submit final meter readings for utilities, a record of stored
fuel, and similar data as of the date of Substantial
Completion or when Owner took possession of and assumed
responsibility for corresponding elements of the Work.
1.7 SCHEDULE OF ALLOWANCES
A. As indicated on Drawings.
1.8 SCHEDULE OF UNIT PRICES
A. As indicated on Drawings.
1.9 SCHEDULE OF ALTERNATES
A. As indicated on Drawings.
SECTION 013000 - ADMINISTRATIVE REQUIREMENTS (continued)
1.5DELEGATED DESIGN SERVICES
A. Performance and Design Criteria: Where professional design
services or certifications by a design professional are specifically
required of Contractor by the Contract Documents, provide
products and systems complying with specific performance and
design criteria indicated.
1. If criteria indicated are not sufficient to perform services or
certification required, submit a written request for additional
information to Architect.
B. Delegated-Design Submittal: In addition to Shop Drawings,
Product Data, and other required submittals, submit three copies
of a statement, signed and sealed by the responsible design
professional, for each product and system specifically assigned to
Contractor to be designed or certified by a design professional.
1. Indicate that products and systems comply with
performance and design criteria in the Contract Documents.
Include list of codes, loads, and other factors used in
performing these services.
1.6 CONTRACTOR'S CONSTRUCTION SCHEDULE
A. Gantt-Chart Schedule: Submit a comprehensive, fully developed,
horizontal Gantt-chart-type schedule within 15 days of date
established for the Notice to Proceed.
B. Preparation: Indicate each significant construction activity
separately. Identify first workday of each week with a continuous
vertical line.
1.7 SUBMITTAL REVIEW
A. Review each submittal and check for coordination with other Work
of the Contract and for compliance with the Contract Documents.
Note corrections and field dimensions. Mark with approval stamp
before submitting to Architect.
B. Architect will review each action submittal, make marks to indicate
corrections or modifications required, will stamp each submittal
with an action stamp and will mark stamp appropriately to indicate
action.
C. Submittals not required by the Contract Documents may not be
reviewed and may be discarded.
1.8 CONTRACTOR'S CONSTRUCTION SCHEDULE
A. Updating: At regular intervals, update schedule to reflect actual
construction progress and activities. Issue schedule two days
before each regularly scheduled progress meeting.
1. As the Work progresses, indicate Actual Completion
percentage for each activity.
B. Distribute copies of approved schedule to Owner, Architect,
subcontractors, testing and inspecting agencies, and parties
identified by Contractor with a need-to-know schedule
responsibility. When revisions are made, distribute updated
schedules to the same parties.
SECTION 014000 - QUALITY REQUIREMENTS (continued)
K. Special Tests and Inspections: Engage a qualified special
inspector to conduct special tests and inspections required by
authorities having jurisdiction.
SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS (continued)
C. Use of Owner's existing elevators will be permitted, provided
elevators are cleaned and maintained in a condition acceptable to
Owner. Provide protective coverings, barriers, devices, signs, or
other procedures to protect elevator car and entrance doors and
frame. At Substantial Completion, restore elevators to condition
existing before initial use, including replacing worn cables, guide
shoes, and similar items of limited life.
1.6 SECURITY AND PROTECTION FACILITIES INSTALLATION
A. Provide protection, operate temporary facilities, and conduct
construction as required to comply with environmental regulations
and that minimize possible air, waterway, and subsoil
contamination or pollution or other undesirable effects.
B. Provide temporary enclosures for protection of construction, in
progress and completed, from exposure, foul weather, other
construction operations, and similar activities.
C. Provide floor-to-ceiling dustproof partitions to limit dust and dirt
migration and to separate areas occupied by Owner and tenants
from fumes and noise.
D. Install and maintain temporary fire-protection facilities. Comply
with NFPA 241.
1.7 OPERATION, TERMINATION, AND REMOVAL
A. Supervision: Enforce strict discipline in use of temporary facilities.
To minimize waste and abuse, limit availability of temporary
facilities to essential and intended uses.
B. Remove each temporary facility when need for its service has
ended, when it has been replaced by authorized use of a
permanent facility, or no later than Substantial Completion.
SPECIFICATIONS
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010203040506070809101112131415161718192021222324252627282930313233343536
PROJECT
FARMERS INSURANCE
HOME OFFICE - ANNEX 2 - LOS ANGELES, CA
4750 WILSHIRE BLVD, SECOND FLOOR
LOS ANGELES, CA 90010
FARMERS
INSURANCE
FITNESS
CENTER
L L C
f
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOOR
KANSAS CITY MO 64105
816.842.1878
816.842.1292
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
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 2010 Rees Masilionis Turley Architecture, LLC
DECEMBER 10, 2010
PROJECT NUMBER
MARK DATE DESCRIPTION
2010309.010
I have prepared the drawings and assume
responsibility for the sheets numbered with an "A" prefix
for the project named below.
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.
MATTHEW MASILIONIS - ARCHITECT
CALIFORNIA # C-29101
SECTION 017000 - EXECUTION AND CLOSEOUT REQUIREMENTS
(continued)
1.6 CLEANING
A. Clean Project site and work areas daily, including common areas.
Dispose of materials lawfully.
1. Remove liquid spills promptly.
2. Where dust would impair proper execution of the Work,
broom-clean or vacuum the entire work area, as appropriate.
3. Remove debris from concealed spaces before enclosing the
space.
B. Complete the following cleaning operations before requesting
inspection for certification of Substantial Completion:
1. Remove labels that are not permanent.
2. Clean transparent materials, including mirrors. Remove
excess glazing compounds. Replace chipped or broken glass.
3. Clean exposed finishes to a dust-free condition, free of stains,
films, and foreign substances. Sweep concrete floors broom
clean.
4. Vacuum carpeted surfaces and wax resilient flooring.
5. Wipe surfaces of mechanical and electrical equipment. Remove
excess lubrication. Clean plumbing fixtures. Clean light
fixtures, lamps, globes, and reflectors.
6. Clean Project site, yard, and grounds, in areas disturbed by
construction activities. Sweep paved areas; remove stains,
spills, and foreign deposits. Rake grounds to a smooth,
even-textured surface.
1.7DEMONSTRATION AND TRAINING
A. Engage qualified instructors to instruct Owner's personnel to
adjust, operate, and maintain systems, subsystems, and
equipment not part of a system. Include a detailed review of the
following:
1. Include instruction for basis of system design and operational
requirements, review of documentation, emergency
procedures, operations, adjustments, troubleshooting,
maintenance, and repairs.
SECTION 024119 - SELECTIVE STRUCTURE DEMOLITION
1.1 SECTION REQUIREMENTS
A. Items indicated to be removed and salvaged remain Owner's
property. Carefully detach from existing construction, in a manner
to prevent damage, and deliver to Owner ready for reuse. Include
fasteners or brackets needed for reattachment elsewhere.
B. Comply with EPA regulations and hauling and disposal regulations
of authorities having jurisdiction. Comply with ANSI A10.6 and
NFPA 241.
C. Owner will occupy portions of building immediately adjacent to
selective demolition area. Conduct selective demolition so
Owner's operations will not be disrupted.
D. It is not expected that hazardous materials will be encountered in
the Work. If materials suspected of containing hazardous
materials are encountered, do not disturb; immediately notify
Architect and Owner. Hazardous materials will be removed by
Owner under a separate contract.
1.2DEFINITIONS
A. Remove: Detach items from existing construction and legally
dispose of them off-site, unless indicated to be removed and
salvaged or removed and reinstalled.
B. Remove and Salvage: Detach items from existing construction and
deliver them to Owner ready for reuse.
C. Remove and Reinstall: Detach items from existing construction,
prepare them for reuse, and reinstall them where indicated.
D. Existing to Remain: Existing items of construction that are not to
be removed and that are not otherwise indicated to be removed,
removed and salvaged, or removed and reinstalled.
1.3DEMOLITION
A. Requirements for Building Reuse:
1. Maintain existing building structure (including structural floor
and roof decking) and envelope (exterior skin and framing,
excluding window assemblies and nonstructural roofing
material) not indicated to be demolished; do not demolish such
existing construction beyond indicated limits.
2. Maintain existing interior nonstructural elements (interior
walls, doors, floor coverings, and ceiling systems) not indicated
to be demolished; do not demolish such existing construction
beyond indicated limits.
B. Maintain services/systems indicated to remain and protect them
against damage during selective demolition operations. Before
proceeding with demolition, provide temporary services/systems
that bypass area of selective demolition and that maintain
continuity of services/systems to other parts of the building.
C. Locate, identify, shut off, disconnect, and seal or cap off indicated
utility services and mechanical/electrical systems serving areas to
be selectively demolished.
D. Provide temporary barricades and other protection required to
prevent injury to people and damage to adjacent buildings and
facilities to remain.
E. Provide and maintain shoring, bracing, and structural supports as
required to preserve stability and prevent movement, settlement,
or collapse of construction and finishes to remain, and to prevent
unexpected or uncontrolled movement or collapse of construction
being demolished.
F. Provide temporary weather protection as required to prevent
water leakage and damage to structure and interior areas.
G. Protect walls, ceilings, floors, and other existing finish work that
are to remain. Erect and maintain dustproof partitions. Cover and
protect furniture, furnishings, and equipment that have not been
removed.
H. Neatly cut openings and holes plumb, square, and true to
dimensions required. Use cutting methods least likely to damage
construction to remain or adjoining construction.
I. Promptly remove demolition waste materials from Project site and
legally dispose of them. Do not burn demolished materials.
J. Clean adjacent structures and improvements of dust, dirt, and
debris caused by demolition operations. Return adjacent areas to
condition existing before demolition operations began.
SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY
1.1 SECTION REQUIREMENTS
A. Submittals: ICC-ES evaluation reports for treated wood.
1.2 WOOD PRODUCTS, GENERAL
A. Lumber: Provide dressed lumber, S4S, marked with grade stamp
of inspection agency.
1.3 TREATED MATERIALS
A. Preservative-Treated Materials: AWPA C2.
1. Use treatment containing no arsenic or chromium.
2. Kiln-dry lumber after treatment to a maximum moisture
content of 19 percent.
3. Mark lumber with treatment quality mark of an inspection
agency approved by the ALSC Board of Review.
B. Provide preservative-treated materials for items indicated on
Drawings, and the following:
1. Wood members in connection with roofing, flashing, vapor
barriers, and waterproofing.
2. Concealed members in contact with masonry or concrete.
3. Wood framing members that are less than 18 inches (460 mm)
above the ground.
C. Fire-Retardant-Treated Materials: Comply with performance
requirements in AWPA C20.
1. Use Interior Type A, High Temperature (HT) where indicated.
2. Use Interior Type A unless otherwise indicated.
3. Identify with appropriate classification marking of a testing and
inspecting agency acceptable to authorities having jurisdiction.
D. Provide fire-retardant treated materials for all miscellaneous
rough carpentry, unless otherwise indicated on Drawings.
1.4LUMBER
A. Dimension Lumber:
1. Maximum Moisture Content: 15 percent.
2. Miscellaneous Framing: Construction or No. 2: Hem-fir
(north): NLGA; Southern pine: SPIB; Douglas fir-larch: WCLIB,
or WWPA; Spruce-pine-fir: NLGA; Douglas fir south: WWPA;
Hem-fir: WCLIB, or WWPA; Douglas fir-larch (north): NLGA; or
Spruce-pine-fir (south): NeLMA, WCLIB, or WWPA.
B. Miscellaneous Lumber: Construction, or No. 2 grade with 15
percent maximum moisture content of any species. Provide for
nailers, blocking, and similar members.
1.5PLYWOOD BACKING PANELS
A. Telephone and Electrical Equipment Backing Panels: Plywood,
fire-retardant treated, not less than 3/4-inch (19-mm) nominal
thickness.
1.6FASTENERS
A. Fasteners: Size and type indicated. Where rough carpentry is
exposed to weather, in ground contact, or in area of high relative
humidity, provide fasteners with hot-dip zinc coating complying
with ASTM A 153/A 153M.
1. Power-Driven Fasteners: CABO NER-272.
1.7INSTALLATION
A. Set miscellaneous rough carpentry to required levels and lines,
with members plumb, true to line, cut, and fitted. Locate nailers,
blocking, and similar supports to comply with requirements for
attaching other construction.
B. Securely attach miscellaneous rough carpentry to substrates,
complying with the following:
1. CABO NER-272 for power-driven fasteners.
2. Table 2304.9.1, "Fastening Schedule," in the IBC.
SECTION 064023 - INTERIOR ARCHITECTURAL WOODWORK
1.1 SECTION REQUIREMENTS
A. Submittals: Product Data for solid-surfacing materials, Shop
Drawings and Samples showing the full range of colors, textures,
and patterns available for each type of finish.
B. Quality Standard: Architectural Woodwork Institute's
"Architectural Woodwork Quality Standards."
C. Environmental Limitations: Do not deliver or install woodwork
until building is enclosed, wet work is completed, and HVAC system
is operating.
1.2MATERIALS
A. Hardboard: AHA A135.4.
B. Medium-Density Fiberboard: ANSI A208.2, Grade 130.
C. Particleboard: ANSI A208.1, Grade M-2.
D. Softwood Plywood: DOC PS 1.
E. Hardwood Plywood and Face Veneers: HPVA HP-1.
F. Thermoset Decorative Panels: Comply with LMA SAT - 1.
G. High-Pressure Decorative Laminate: NEMA LD 3.
1. Products:
a. As indicated on Drawings.
H. Solid-Surfacing Material: Homogeneous solid sheets of filled
plastic resin complying with ISSFA-2.
1. Products:
a. As indicated on Drawings.
1.3 CABINET HARDWARE AND ACCESSORY MATERIALS
A. Butt Hinges: 2-3/4-inch (70-mm), 5-knuckle steel hinges made
from 0.095-inch- (2.4-mm-) thick metal, and as follows:
1. Semiconcealed Hinges for Flush Doors: BHMA A156.9, B01361.
2. Semiconcealed Hinges for Overlay Doors: BHMA A156.9,
B01521.
B. Frameless Concealed Hinges (European Type): BHMA A156.9,
B01602, 100 degrees of opening.
C. Wire Pulls: Back mounted, solid metal, 4 inches (100 mm) long,
5/16 inch (8 mm) in diameter.
D. Catches: Magnetic catches, BHMA A156.9, B03141.
E. Adjustable Shelf Standards and Supports: BHMA A156.9, B04071;
with shelf rests, B04081.
F. Drawer Slides: BHMA A156.9, B05091.
1. Box Drawer Slides: Grade 1HD-100.
2. File Drawer Slides: Grade 1HD-200.
3. Pencil Drawer Slides: Grade 1.
4. Keyboard Slides: Grade 1HD-100.
5. Trash Bin Slides: Grade 1HD-200.
G. Drawer Locks: BHMA A156.11, E07041.
H. Grommets for Cable Passage through Countertops: 2-inch
(51-mm) OD, molded-plastic grommets and matching plastic caps
with slot for wire passage.
I. Exposed Hardware Finishes: Comply with BHMA A156.18 for
BHMA code number indicated.
1. Finish: As indicated on Drawings.
J. Furring, Blocking, Shims, and Hanging Strips:
Fire-retardant-treated lumber, kiln dried to 15 percent moisture
content.
SECTION 078413 - PENETRATION FIRESTOPPING
1.1 SECTION REQUIREMENTS
A. Submittals: Product Data and Installer certificates signed by
Installer certifying that products have been installed in compliance
with requirements.
1.2PENETRATION FIRESTOPPING
A. Provide penetration firestopping materials that are compatible
with one another, substrates, and penetrating items if any.
B. Penetrations in Fire-Resistance-Rated Walls and Horizontal
Assemblies: Provide penetration firestopping with ratings
determined per ASTM E 814 or UL 1479, based on testing at a
positive pressure differential of 0.01-inch wg (2.49 Pa).
1. F-Rating at Fire-Resistance-Rated Walls: Not less than that of
construction penetrated.
2. F-Rating at Horizontal Assemblies: At least 1 hour, but not less
than that of construction penetrated.
3. T-Rating at Horizontal Assemblies: At least 1 hour, but not less
than the fire-resistance rating of construction penetrated
except for penetrations within the cavity of a wall.
C. Penetrations in Smoke Barriers: Provide penetration firestopping
with ratings determined per UL 1479.
1. L-Rating: Not exceeding 5.0 cfm/sq. ft. (0.025 cu. m/s per sq.
m) of penetration opening at 0.30-inch wg (74.7 Pa) at both
ambient and elevated temperatures.
D. Exposed Penetration Firestopping: Provide products with
flame-spread and smoke-developed indexes of less than 25 and
450, respectively, as determined per ASTM E 84.
E. Accessories: Provide components for each penetration
firestopping system that are needed to install fill materials and to
maintain ratings required. Use only those components specified
by penetration firestopping manufacturer and approved by
qualified testing and inspecting agency.
1.3INSTALLATION
A. General: Install penetration firestopping to comply with
manufacturer's written installation instructions and published
drawings for products and applications indicated.
B. Identify penetration firestopping with preprinted metal or plastic
labels. Attach labels permanently to surfaces adjacent to and
within 6 inches (150 mm) of firestopping edge so labels will be
visible to anyone seeking to remove penetrating items or
firestopping. Include the following information on labels:
1. The words "Warning - Penetration Firestopping - Do Not
Disturb. Notify Building Management of Any Damage."
2. Designation of applicable testing and inspecting agency.
3. Manufacturer's name.
4. Installer's name.
SECTION 079200 - JOINT SEALANTS
1.1 SECTION REQUIREMENTS
A. Submittals: Product Data and color Samples.
B. Environmental Limitations: Do not proceed with installation of
joint sealants when ambient and substrate temperature conditions
are outside limits permitted by joint-sealant manufacturer or are
below 40 deg F (4.4 deg C).
1.2 JOINT SEALANTS
A. Compatibility: Provide joint sealants, joint fillers, and other related
materials that are compatible with one another and with joint
substrates under service and application conditions.
B. Sealant for Use in Interior Joints in Ceramic Tile and Other Hard
Surfaces in Kitchens and Toilet Rooms and Around Plumbing
Fixtures:
1. Single-component, mildew-resistant silicone sealant, ASTM C
920, Type S; Grade NS; Class 25; for Use NT; formulated with
fungicide.
C. Sealant for Interior Use at Perimeters of Door and Window
Frames:
1. Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP,
Grade NF.
D. Acoustical Sealant:
1. Nonsag, paintable, nonstaining latex sealant complying with
ASTM C 834 that effectively reduces airborne sound
transmission as demonstrated by testing according to
ASTM E 90.
1.3MISCELLANEOUS MATERIALS
A. Provide sealant backings of material that are nonstaining; are
compatible with joint substrates, sealants, primers, and other joint
fillers; and are approved for applications indicated by sealant
manufacturer based on field experience and laboratory testing.
B. Cylindrical Sealant Backings: ASTM C 1330, of size and density to
control sealant depth and otherwise contribute to producing
optimum sealant performance.
C. Bond-Breaker Tape: Polyethylene tape or other plastic tape
recommended by sealant manufacturer for preventing sealant
from adhering to rigid, inflexible joint-filler materials or joint
surfaces at back of joint. Provide self-adhesive tape where
applicable.
D. Primer: Material recommended by joint-sealant manufacturer
where required for adhesion of sealant to joint substrates
indicated, as determined from preconstruction
joint-sealant-substrate tests and field tests.
1.4INSTALLATION
A. Comply with ASTM C 1193.
B. Install sealant backings to support sealants during application and
to produce cross-sectional shapes and depths of installed sealants
that allow optimum sealant movement capability.
C. Install bond-breaker tape behind sealants where sealant backings
are not used between sealants and backs of joints.
D. Acoustical Sealant Installation: At sound-rated assemblies and
elsewhere as indicated, seal perimeters, control joints, openings,
and penetrations with a continuous bead of acoustical sealant.
Install acoustical sealant at both faces of partitions. Comply with
ASTM C 919.
SECTION 064023 - INTERIOR ARCHITECTURAL WOODWORK (continued)
1.4INTERIOR WOODWORK
A. Complete fabrication to maximum extent possible before shipment
to Project site. Disassemble components only as necessary for
shipment and installation. Where necessary for fitting at site,
provide ample allowance for scribing, trimming, and fitting.
B. Backout or groove backs of flat trim members and kerf backs of
other wide, flat members, except for members with ends exposed
in finished work.
C. Interior Standing and Running Trim for Transparent Finish:
Premium grade, made from species as indicated on Drawings.
D. Interior Standing and Running Trim for Opaque Finish: Premium
grade, made from any closed-grain hardwood.
E. Flush Wood Paneling for Transparent Finish: Premium grade.
1. Wood Species: As indicated on Drawings.
2. Matching of Adjacent Veneer Leaves: Book match, unless
otherwise indicated on Drawings.
3. Veneer Matching within Panel Face: Center-balance match,
unless otherwise indicated on Drawings.
4. Panel Matching: Match panels within each area by using
sequence-matched, uniform size-sets, unless otherwise
indicated on Drawings.
F. Interior Ornamental Work for Transparent Finish: Premium grade,
made from species as indicated on Drawings.
G. Interior Ornamental Work for Opaque Finish: Premium grade,
made from any closed-grain hardwood.
H. Wood Cabinets for Transparent Finish: Premium grade.
1. AWI Type of Cabinet Construction: Flush overlay, unless
otherwise indicated on drawings.
2. Wood Species and Cut for Exposed Surfaces: As indicated on
Drawings.
3. Grain Direction: As indicated on Drawings.
4. Matching of Veneer Leaves: Book match, unless otherwise
indicated on Drawings.
5. Veneer Matching within Panel Face: Center-balance match,
unless otherwise indicated on Drawings.
6. Semi-exposed Surfaces Other Than Drawer Bodies: Same
species and cut indicated for exposed surfaces.
7. Drawer Sides and Backs: Solid-hardwood lumber, same
species indicated for exposed surfaces.
8. Drawer Bottoms: Hardwood plywood.
I. Wood Cabinets for Opaque Finish: Premium grade.
1. AWI Type of Cabinet Construction: Flush overlay, unless
otherwise indicated on drawings.
2. Wood Species for Exposed Surfaces: Any closed-grain
hardwood.
3. Panel Product for Exposed Surfaces: Medium-density
fiberboard.
4. Veneer Matching within Panel Face: Center-balance match.
5. Semi-exposed Surfaces Other Than Drawer Bodies: Match
materials indicated for exposed surfaces.
6. Drawer Sides and Backs: Solid-hardwood lumber.
7. Drawer Bottoms: Hardwood plywood.
J. Plastic-Laminate Cabinets: Custom grade.
1. AWI Type of Cabinet Construction: Flush overlay, unless
otherwise indicated on Drawings.
2. Laminate Cladding: Horizontal surfaces other than tops, HGS;
postformed surfaces, HGP; vertical surfaces, VGS; Edges, PVC
tape, 0.018 inch (0.460 mm) thick, matching laminate in color,
pattern and finish; semiexposed surfaces, VGS.
3. Drawer Sides and Backs: Thermoset decorative panels.
4. Drawer Bottoms: Thermoset decorative panels.
K. Plastic-Laminate Countertops: Custom grade.
1. Laminate Grade: HGS for flat countertops, HGP for post-formed
countertops.
2. Edge Treatment: Same as laminate cladding on horizontal
surfaces.
L. Solid-Surfacing Material Countertops: Premium grade.
1. Solid-Surfacing Material Thickness: As indicated on Drawings.
2. Fabricate tops in one piece with shop-applied backsplashes and
edges.
3. Install integral sink bowls in countertops in shop.
1.5 SHOP FINISHING OF INTERIOR ARCHITECTURAL WOODWORK
A. Finishes: Same grades as items to be finished.
B. Finish architectural woodwork at the fabrication shop; defer only
final touch up until after installation.
1. Apply one coat of sealer or primer to concealed surfaces of
woodwork. Apply two coats to back of paneling and to
end-grain surfaces.
2. Apply a vinyl wash coat to woodwork made from closed-grain
wood before staining and finishing.
3. After staining, if any, apply paste wood filler to open-grain
woods and wipe off excess. Tint filler to match stained wood.
C. Transparent and Opaque Finish: AWI finish system conversion
varnish.
1.6INSTALLATION
A. Before installation, condition woodwork to average prevailing
humidity conditions in installation areas.
B. Install woodwork to comply with referenced quality standard for
grade specified.
C. Install woodwork level, plumb, true, and straight. Shim as required
with concealed shims. Install level and plumb (including tops) to a
tolerance of 1/8 inch in 96 inches (3 mm in 2400 mm).
D. Scribe and cut woodwork to fit adjoining work, refinish cut
surfaces, and repair damaged finish at cuts.
E. Anchor woodwork to anchors or blocking built in or directly
attached to substrates. Fasten with countersunk concealed
fasteners and blind nailing. Use fine finishing nails or finishing
screws for exposed nailing, countersunk and filled flush with
woodwork.
F. Standing and Running Trim: Install with minimum number of
joints possible, using full-length pieces (from maximum length of
lumber available) to greatest extent possible. Do not use pieces
less than 36 inches (900 mm) long, except where shorter
single-length pieces are necessary. Scarf running joints and
stagger in adjacent and related members.
G. Anchor paneling to supports with concealed panel-hanger clips
and by blind nailing on back-up strips, splined-connection strips,
and similar associated trim and framing.
H. Cabinets: Install so doors and drawers are accurately aligned.
Adjust hardware to center doors and drawers in openings and to
provide unencumbered operation.
1. Fasten wall cabinets through back, near top and bottom, at
ends and not more than 16 inches (400 mm) o.c. with No. 10
wafer-head screws sized for 1-inch (25-mm) penetration into
wood framing, blocking, or hanging strips.
I. Anchor countertops securely to base units. Seal space between
backsplash and wall.
SECTION 081113 - HOLLOW METAL DOORS AND FRAMES
1.1 SECTION REQUIREMENTS
A. Submittals: Product Data and Shop Drawings.
1.2MATERIALS
A. Cold-Rolled Steel Sheets: ASTM A 1008/A 1008M, suitable for
exposed applications.
B. Hot-Rolled Steel Sheets: ASTM A 1011/A 1011M, free of scale,
pitting, or surface defects.
C. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, G60 (Z180) or
A60 (ZF180).
D. Frame Anchors: ASTM A 591/A 591M, 40Z (12G) coating
designation; mill phosphatized.
E. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to
ASTM A 153/A 153M.
1.3HOLLOW METAL DOORS AND FRAMES
A. Manufacturers: Subject to compliance with requirements,
available manufacturers offering products that may be
incorporated into the Work include, but are not limited to the
following:
1. Amweld Building Products, LLC.
2. Ceco Door Products; an Assa Abloy Group company.
3. Pioneer Industries, Inc.
4. Steelcraft; an Ingersoll-Rand company.
B. Fire-Rated Doors and Frames: Labeled by a testing and inspecting
agency acceptable to authorities having jurisdiction, based on
testing at positive pressure according to NFPA 252 or UL 10C.
1. At vertical exit enclosures and exit passageways, provide doors
that have a temperature rise rating of 450 deg F (250 deg C).
C. Smoke-Control Door Assemblies: Comply with NFPA 105 or
UL 1784.
D. Doors: Complying with ANSI 250.8 for level and model and ANSI
A250.4 for physical-endurance level indicated, 1-3/4 inches
(44 mm) thick unless otherwise indicated.
1. Interior Doors: Level 1 and Physical Performance Level C
(Standard Duty), Model 2 (Seamless).
2. Hardware Reinforcement: Fabricate according to ANSI/SDI
A250.6 with reinforcement plates from same material as door
face sheets.
E. Frames: ANSI A250.8; conceal fastenings unless otherwise
indicated.
1. Steel Sheet Thickness for Interior Doors: 0.042 inch (1.0 mm).
2. Fabricate interior frames with mitered or coped and
continuously welded corners, unless otherwise indicated on
Drawings.
3. Hardware Reinforcement: Fabricate according to ANSI/SDI
A250.6 with reinforcement plates from same material as
frames.
4. Frame Anchors: Not less than 0.042 inch (1.0 mm) thick.
F. Glazing Stops: Nonremovable stops on outside of exterior doors
and on secure side of interior doors; screw-applied, removable,
glazing stops on inside, fabricated from same material as door
face sheet in which they are installed.
G. Door Louvers: Sight proof per SDI 111C.
1. Fire-Rated Automatic Louvers: Actuated by fusible links and
listed and labeled.
H. Door Silencers: Three on strike jambs of single-door frames and
two on heads of double-door frames.
I. Prepare doors and frames as required to receive mortised and
concealed hardware according to ANSI A250.6 and ANSI A115
Series standards.
J. Reinforce doors and frames to receive surface-applied hardware.
K. Prime Finish: Manufacturer's standard, factory-applied coat of
lead- and chromate-free primer complying with ANSI/SDI A250.10
acceptance criteria.
1.4INSTALLATION
A. Install hollow metal frames to comply with ANSI/SDI A250.11.
1. Fire-Rated Frames: Install according to NFPA 80.
B. Install doors to provide clearances between doors and frames as
indicated in ANSI/SDI A250.11.
C. Prime-Coat Touchup: Immediately after erection, sand smooth
rusted or damaged areas of prime coat and apply touchup of
compatible air-drying rust-inhibitive primer.
SECTION 081416 - FLUSH WOOD DOORS
1.1 SECTION REQUIREMENTS
A. Submittals: Samples for factory-finished and
plastic-laminate-faced doors.
1.2DOOR CONSTRUCTION, GENERAL
A. Quality Standard: WDMA I.S.1-A.
B. Fire-Rated Wood Doors: Labeled by a testing and inspecting
agency acceptable to authorities having jurisdiction based on
testing at positive pressure according to NFPA 252 or UL 10C.
1. At vertical exit enclosures and exit passageways, provide doors
that have a temperature rise rating of 450 deg F (250 deg C).
C. WDMA I.S.1-A Performance Grade:
1. Heavy Duty unless otherwise indicated.
2. Extra Heavy Duty: Classrooms, Public toilets, Janitor's closets,
Assembly spaces and Exits.
3. Standard Duty: Closets (not including janitor's closets) and
Private toilets.
D. Particleboard-Core Doors: Provide structural composite lumber
cores instead of particleboard cores for doors with exit devices or
protection plates.
E. Fire-Protection-Rated Doors: Provide core specified or mineral
core as needed to provide fire-protection rating indicated. Provide
the following for mineral-core doors:
1. Composite blocking where required to eliminate
through-bolting hardware.
2. Laminated-edge construction.
3. Formed-steel edges and astragals for pairs of doors.
1.3FLUSH WOOD DOORS
A. Doors for Transparent Finish:
1. Interior Solid-Core Doors: Premium grade, five or seven-ply,
structural composite lumber cores.
a. Faces: Grade AA, Species and Cut as indicated on Drawings.
b. Veneer Matching: Book and balance match, unless
otherwise indicated on Drawings.
c. Pair matching and set matching.
d. Continuous matching for doors with transoms.
B. Doors for Opaque Finish:
1. Interior Solid-Core Doors: Premium grade, three-ply,
structural composite lumber cores.
a. Faces: Hardboard or MDF.
C. Plastic-Laminate-Faced Doors:
1. Interior Solid-Core Doors: Custom grade, three-ply, structural
composite lumber cores.
2. Exposed Vertical Edges: Plastic laminate that matches faces.
1.4LOUVERS AND LIGHT FRAMES
A. Louvers: Primed steel louvers, unless otherwise indicated on
Drawings.
B. Light Frames: Wood beads of same species as door faces.
1. At fire-rated doors provide primed steel frames approved for
use in doors of fire-protection rating indicated.
SPECIFICATIONS
RC
MM/MP
A012
SECTION 083113 - ACCESS DOORS AND FRAMES
1.1 SECTION REQUIREMENTS
A. Submittals: Product Data.
B. Fire-Rated Access Doors and Frames: Labeled by a testing and
inspecting agency acceptable to authorities having jurisdiction
based on testing per the following:
1. Vertical Access Doors: NFPA 252 or UL 10C.
2. Horizontal Access Doors and Frames: ASTM E 119.
1.2MATERIALS
A. Steel Sheets: ASTM A 1008/A 1008M or ASTM A 591/A 591M.
B. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, with A60
(ZF180) or G60 (Z180) coating.
C. Stainless-Steel Sheets: ASTM A 666, Type 304, with No. 4
directional satin finish.
1.3 ACCESS DOORS AND PANELS
A. Flush Access Doors and Trimless Frames: Prime-painted steel
units with drywall bead flange.
B. Fire-Rated, Insulated, Flush Access Doors and Trimless Frames:
Prime-painted steel, self-latching units with automatic closer.
C. Locks: Flush to finished surface, screwdriver operated.
1.4INSTALLATION
A. Install access doors and panels accurately in position. Adjust
hardware and door and panels for proper operation.
B. Install fire-rated access doors and panels according to NFPA 80.
SECTION 081416 - FLUSH WOOD DOORS (continued)
1.5FABRICATION AND FINISHING
A. Factory fit doors to suit frame-opening sizes indicated and to
comply with clearances specified.
B. Factory machine doors for hardware that is not surface applied.
Locate hardware to comply with DHI-WDHS-3.
C. Cut and trim openings to comply with referenced standards.
1. Trim light openings with moldings indicated.
2 . Factory install glazing in doors indicated to be factory finished.
3. Factory install louvers in prepared openings.
D. If indicated on Drawings, factory finish doors indicated for
transparent finish with stain and manufacturer's standard finish
complying with WDMA TR-4, conversion varnish for grade specified
for doors.
1. Sheen: As indicated on Drawings.
E. If indicated on Drawings, factory finish doors indicated for opaque
finish with manufacturer's standard finish complying with WDMA
OP-4, conversion varnish for grade specified for doors.
1. Sheen: As indicated on Drawings.
1.6INSTALLATION
A. Install doors to comply with manufacturer's written instructions
and WDMA I.S.1-A, and as indicated.
1. Install fire-rated doors to comply with NFPA 80.
B. Clearances: As follows unless otherwise indicated:
1. 1/8 inch (3.2 mm) at heads, jambs, and between pairs of doors.
2. 1/8 inch (3.2 mm) from bottom of door to top of decorative floor
finish or covering.
3. 1/4 inch (6.4 mm) from bottom of door to top of threshold.
4. Comply with NFPA 80 for fire-rated doors.
C. Repair, refinish, or replace factory-finished doors damaged during
installation, as directed by Architect.
SECTION 087100 - DOOR HARDWARE
1.1 SECTION REQUIREMENTS
A. Submittals: Hardware schedule and keying schedule.
B. Deliver keys to Owner.
C. Fire-Resistance-Rated Assemblies: Provide products that comply
with NFPA 80 and are listed and labeled by a testing and inspecting
agency acceptable to authorities having jurisdiction for
applications indicated. On exit devices provide label indicating
"Fire Exit Hardware."
1.2HARDWARE
A. Manufacturers:
1. As indicated on Drawings.
B. Hinges:
1. Ball-bearing hinges for doors with closers and entry doors.
2. 2 hinges for 1-3/8-inch- (35-mm-) thick wood doors.
3. 3 hinges for 1-3/4-inch- (45-mm-) thick doors 90 inches
(2300 mm) or less in height; 4 hinges for doors more than
90 inches (2300 mm) in height.
C. Locksets and Latchsets:
1. BHMA A156.2, Series 4000, Grade 1 for bored locks and latches.
2. BHMA A156.3, Grade 1 for exit devices.
3. BHMA A156.5, Grade 1 for auxiliary locks.
4. BHMA A156.12, Series 5000, Grade 1 for interconnected locks
and latches.
5. BHMA A156.13, Series 1000, Grade 1 for mortise locks and
latches.
6. Lever handles on locksets and latchsets.
7. Provide trim on exit devices matching locksets.
D. Key locks to Owner's existing master-key system.
E. Closers:
1. Mount closers on interior side (room side) of door opening.
Provide regular-arm, parallel-arm, or top-jamb-mounted
closers as necessary.
2. Adjustable delayed opening (accessible to people with
disabilities) feature on closers.
F. Provide wall stops or floor stops for doors without closers.
G. Provide hardware finishes as indicated on Drawings.
1.3INSTALLATION
A. Mount hardware in locations recommended by the Door and
Hardware Institute unless otherwise indicated.
1.4HARDWARE SCHEDULE
A. As indicated on Drawings.