ADDENDUM NUMBER 3 – January 27, 2015
NARRATIVE
GENERAL:
1. ATTACHED FOR INFORMATION ONLY: CSU Sacramento Bid Package Holders – Sequoia
Hall Organic Chemistry Lab 538 Remodel.
SPECIFICATION SECTIONS:
NOTE: Changes to specifications are indicated by underlining new text and striking out (strikeout)
deleted text.
1. REVISED: Table of Contents
2. DELETE: Section 08 8813 Fire-resistant Glazing in its entirety.
3. DELETE: Section 09 3013 Ceramic Tile in its entirety.
4. CLARIFICATION: Section 11 5343 Laboratory Services Fittings and Fixtures Paragraph 2.3A1.
Epoxy sinks are to be black to match countertops.
5. ADD: Section 11 5343 Laboratory Services Fittings and Fixtures; add Paragraph 2.11 Laboratory
Appliances.
6. CLARIFICATION: Section 11 5343 Laboratory Services Fittings and Fixtures Paragraph 3.2-A.
All laboratory fittings and fixtures that are not specifically for the fume hoods are to be
labeled and turned over to the plumber for installation.
7. ADD: Section 11 5313 Fume Hoods, add to Paragraph 2.1-A
Hamilton Scientific
Motts Manufacturing
8. ADD: Section 11 5313 Fume Hoods, add Paragraph 2.5-Q Lattice Rod Assembly.
Page 1 of 3
9. CHANGE: Section 12 3553.19 Wood Laboratory Casework, change Paragraph 2.4-B to read as
follows:
Wood Species: Maple.
10. ADD: Section 12 3553.19 Wood Laboratory Casework, add Paragraph 2.9-J to read as follows:
j.
“Install 5/16” steel eyebolt (through-bolt) with not and washer and 1/4” Quick-Link
Chain Hook-up to each student cubby.”
11. DELETE: Section 12 3553.19 Wood Laboratory Casework, delete Paragraph 2.10-B
12. ADD: Section 12 3553.19 Wood Laboratory Casework, add to Paragraph 2.10-C & D.
DRAWING SHEETS:
NOTE: Changes to drawing sheets listed below can identified by revision clouds and numbered as
Delta 3, and described as Addendum 03. Noted change per sheet is a general overview statement of the
type of change that occurred on that particular sheet. Contractor should review each drawing sheets
carefully to understand the magnitude and intent of changes and in the event that some changes were
not clouded and numbered as Delta 3.
1. A-001: Architectural Abbreviations and Legends
a. CHANGE: Project scope of work changes, see Increment 02.
b. CHANGE: Contractor to provide new ceiling tiles to replace existing ceiling tiles in
Rooms 444, 444A, B & C.
c. ADD: Add Fire Alarm Deferred Submittal requirement.
2. A-201: 538, 538A, 538B, 538C Demo Floor Plan & Demo Reflected Ceiling Plan
a. CHANGE: Demo Floor and Demo Reflect Ceiling Plan changes to wall between Room
540 & 538C.
3. A-202: 538, 538A, 538B, 538C Floor Plan & Reflected Ceiling Plan
a. CHANGE: Floor and Reflect Ceiling Plan changes to wall between Room 540 & 538C.
4. A-203: Roof Demolition Roof Plan & Roof Plan
a. CHANGE: Typical Rooftop Sleeper changed.
b. CLARIFICATION: Sheet Keynotes clarified.
5. A-901: Details
a. ADD: New Door & Frame Schedule – Door Added.
b. CHANGE: Detail 5/A-901 Obscure laminated vision panel changed to clear laminated
vision panel.
6. A-904: Details
a. ADD: Eyebolt & 1/4” Quick-Link Chain fastener added to student cubbies.
7. Q-001:
a.
b.
c.
Laboratory General Notes
ADD: Unistrut Hood Seismic Brace Detail.
CHANGE: Labeling to vent cabinets.
CLARIFICATION: Cam locks to match University’s standards. See Room 540.
Page 2 of 3
8. Q-201: Laboratory Floor Plan
a. CLARIFICATION - Q-201: Offices to have lab casework and plastic laminate
countertops.
b. ADD: Burette Sockets & Poles added to work benches.
c. CLARIFICATION: Miscellaneous Sheet Keynote.
9. Q-301 Laboratory Interior Elevations
a. ADD: Unistrut Hood Seismic Brace Detail to 8/Q-301.
10. Q-302 Laboratory Interior Elevations
a. CLARIFICATION: See detail 5/Q-302.
11. MP2.1: Fifth Floor Plan Demo and New
a. CLARIFICATION: Scope of Work.
b. ADD: Sheet Keynotes 13 & 20.
12. MP3.1: Firestopping Details
a. ADD: 6 Thru Penetration Detail.
13. E2.1: Fifth Floor Plan Lighting
a. CLARIFICATION: General Notes modified.
14. E3.1: Fifth Floor Plan Power
a. CLARIFICATION: Student Fume Hood Operations.
b. CLARIFICATION: Fire Alarm Scope of Work.
Page 3 of 3
BID PACKAGE HOLDERS - SEQUOIA HALL ORGANIC CHEMISTRY LAB 538 REMODEL
Bid Package No.
PW140013-1
PW140013-2
PW140013-3
PW140013-4
PW140013-5
PW140013-6
PW140013-7
PW140013-8
PW140013-9
PW140013-10
PW140013-11
PW140013-12
PW140013-14
Company Name/Address
Fregoso Builders
9795-D Business Park Drive
Sacramento, CA 95827
S W Allen Construction Construction, Inc.
4777 Auburn Blvd., Suite 100
Sacramento, CA 95841
Roebbelen Construction
1241 Hawks Flight Court
El Dorado Hillls, CA 95762
John F Otto Construction
1717 2nd. Street
Sacramento, CA 95811
Landmark Modernization Contractors
5948 King Road
Loomis, CA 95650
Diede Construction
P.O. Box 1007
Woodbridge, CA 96258-1007
Peterson Developments
4728 Kenneth Avenue
Fair Oaks, CA 95625
Anerican River Construction, Inc,
P.O. Box 100
El Dorado, CA 95623
Younger General Contracting, Inc.
3195 Fitzgerald Road
Rancho Cordova, CA 95742
Carter/Kelly Inc.
P.O. Box 1477
Placerville, CA 95667
McCuin Construction
P.O. Box 1948
Lincoln, CA 95648
S & H Construction, Inc.
5560 Boscell Common
Frement, CA 94538
PNP Construction, Inc.
281 Nevada Street
Auburn, CA 95603
Contact
Phone/Fax No.
Date Mailed
916-363-7633 Office
916-416-8313 Cell
12/16/2014
Tara Strasser
frontdesk@swaci.com
916-344-2098
1/5/2015
Robert Kjome
estimating@roebbelen.com
916-939-4000
1/5/2015
Danny Poynor
dpaynor@ottoconstruction.com
916-441-6870
1/5/2015
Ellen Kelton
ekelton@landmarkconst.net
916-663-1953
1/5/2015
Linda Gregorich
estimating@diedeconstruction.com
209-369-8255
1/8/2015
Leanne Ortega
leanne@petersondev.com
916-961-4756
1/8/2015
Ron Wood
arcbids@sbcglobal.net
530-621-1785
1/8/2015
youngergeneral@sbcglobal.net
916-631-8000
1/9/2015
Greg Witherow
gregw@carterkelly.com
530-621-0959
1/9/2015
Trenton McCuen
trenton@mccueninc.com
916-652-7824
Emailed
1/26/2015
Anand Harmeet
shcontructioninc@sbcglobal.net
501-579-7382
Emailed
1/27/2015
Chris Carlton
ccarlton@fregosobuilders.com
Shawn Payne
dennise@gopnp.com
Emailed
1/27/2015
TABLE OF CONTENTS
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
00 0105
Certifications Page
Notice to Contractors
Sample Bid Form
Sample Forms
Contract General Conditions
Supplementary General Conditions
DIVISION 01 - GENERAL REQUIREMENTS
01 1000
Summary
01 1400
Work Restrictions and Scheduling
01 2500
Substitutions
01 2600
Contract Modifications
01 2900
Payment Procedures
01 2973
Schedule of Values
01 3113
Project Coordination
01 3300
Submittals
01 4219
Reference Standards
01 4300
Quality Control
01 4523
Testing and Inspection
01 6000
Product Delivery, Storage and Handling
01 7300
General Construction Requirements
01 7329
Cutting and Patching
01 7400
Cleaning
01 7429
Recycling
Contractor's Construction Waste and Recycle Plan Form
Contractor's Reuse, Recycling and Disposal Report Form
01 7500
Start Up and Training
01 7700
Closeout Submittals
01 7836
Product Warranties, Guarantees and Bonds
01 7837
Form of Warranty
01 7838
Guarantee Form
DIVISION 02 - EXISTING CONDITIONS
02 4119
Selective Structure Demolition
DIVISION 03 - CONCRETE
03 3053
Miscellaneous Cast-in-Place Concrete
DIVISION 05 - METALS
05 5000
Metal Fabrications
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 1053
Miscellaneous Rough Carpentry
06 4113
Wood-Veneer-Faced Architectural Cabinets
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 0553
Fire and Smoke Assembly Identification
07 5133
Roofing Systems Alterations
07 8413
Penetration Firestopping
07 8446
Fire-Resistive Joint Systems
07 9200
Joint Sealants
CSU Sacramento
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Table of Contents
Page 1
DIVISION 08 - OPENINGS
08 1213
Hollow Metal Frames
08 1416
Flush Wood Doors
08 3113
Access Doors and Frames
08 7100
Door Hardware
08 8000
Glazing
08 8813
Fire-Resistant Glazing
DIVISION 09 - FINISHES
09 2216
Non-structural Metal Framing
09 2900
Gypsum Board
09 3013
Ceramic Tiling
09 5113
Acoustical Panel Ceilings
09 6513
Resilient Base and Accessories
09 6519
Resilient Tile Flooring
09 6723
Resinous Flooring
09 9123
Interior Painting
DIVISION 10 - SPECIALTIES
10 1453
Traffic Signage
10 4416
Fire Extinguishers
DIVISION 11 - EQUIPMENT
11 5313
11 5343
11 5343.13
11 5346.19
11 5346.29
Laboratory Fume Hoods
Laboratory Service Fittings and Fixtures
Emergency Wash/ Shower Safety Equipment
Flammable Liquid Storage Cabinets
Acid Storage Cabinets
DIVISION 12 - FURNISHINGS
12 3553.19 Wood Laboratory Casework
12 3623.13 Plastic-Laminate-Clad Countertops
12 3653
Laboratory Casework Tops
DIVISION 22 - PLUMBING
22 0000
Plumbing Basic Requirements
22 0516
Expansion Fittings and Loops for Plumbing Piping
22 0519
Meters and Gauges for Plumbing Piping
22 0523
General-Duty Valves for Plumbing Piping
22 0529
Hangers and Supports for Plumbing Piping and Equipment
22 0548
Vibration and Seismic Controls for Plumbing Piping and Equipment
22 0553
Identification for Plumbing Piping and Equipment
22 0593
Testing, Adjusting, and Balancing for Plumbing
22 0700
Plumbing Insulation
22 1000
Plumbing Piping
22 3000
Plumbing Equipment
22 4000
Plumbing Fixtures
DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING
23 0000
Heating, Ventilating and Air Conditioning (HVAC) Basic Requirements
23 0513
Common Motor Requirements for HVAC Equipment
23 0529
Hangers and Supports for HVAC Piping, Ductwork and Equipment
23 0548
Vibration and Seismic Controls for HVAC Equipment
23 0553
Identification for HVAC Piping, Ductwork and Equipment
23 0593
Testing, Adjusting, and Balancing for HVAC
23 0700
HVAC Insulation
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Table of Contents
Page 2
23 2105
23 3100
23 3300
23 3400
23 3700
23 4000
Hydronic Piping System
HVAC Ducts and Casings
Air Duct Accessories
HVAC Fans
Air Outlets and Inlets
HVAC Air Cleaning Devices
DIVISION 26 - ELECTRICAL
26 0100
Basic Electrical Requirements
26 0500
Basic Elect Materials Methods
26 2400
Service and Distribution
26 5000
Lighting
DIVISION 27 - COMMUNICATIONS
27 0000
Communications Basic Requirements
27 0528
Tele Pathways
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 1723
Pavement Markings
32 1726
Tactile Warning Surfacing
END OF DOCUMENT
CSU Sacramento
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Project No. 13389-00
Table of Contents
Page 3
SECTION 11 5343
LABORATORY FITTINGS AND FIXTURES
PART 1 - GENERAL
1.1
SUMMARY
A.
Section Includes:
1.
2.
3.
B.
Related Requirements:
1.
2.
3.
4.
5.
1.2
Laboratory fittings and fixtures.
Sinks.
Laboratory appliances.
Section 11 5313 “Laboratory Fume Hoods”.
Section 12 3553.19 “Wood Laboratory Casework”.
Division 22: Furnishing and installation of piping, drainline, traps, final connections and
setting of sinks and fixtures.
Division 23: Furnishing and installation of exhaust ductwork, transition(s), blowers and
equipment, and final connection to fume hood(s).
Division 26: Furnishing and installation of electrical wiring, conduit and/or electrical items
and final connections.
ACTION SUBMITTALS
A.
Product Data: For each type of laboratory fittings, fixtures and sinks.
B.
Shop Drawings: Illustrate laboratory casework and fittings showing plan layout, elevations,
ends, cross-sections, service run spaces, location and type of service fittings, together with
associated service supply connection required.
1.
2.
3.
1.3
Submit shop drawings as one complete submittal that includes all items specified in this
section. Submittals that include only part of the specified items of this section are not
acceptable and will be rejected.
Coordinate shop drawings with other work involved.
Include manufacturer's recommendations for blocking and securing of laboratory
casework units and fittings.
QUALITY ASSURANCE
A.
Single Source Responsibility: Laboratory Casework manufacturer shall coordinate locations
and installation of tops, sinks, and service fittings for single responsibility within the laboratory
areas and rooms.
B.
Installer: Installer of laboratory casework shall be trained and certified by the manufacturer of
the casework.
C.
Catalog Standards:
CSU Sacramento
100% Construction Documents - Increment 02
08/22/2014
Project No. 13389-00
Laboratory Fittings and Fixtures
Section 11 5343 - 1
1.
2.
D.
1.4
Manufacturer's catalog numbers may be indicated for convenience in identifying certain
laboratory service fittings. Unless modified by notation on drawings or otherwise
specified, catalog description for indicated number constitutes requirements for each
item.
The use of catalog numbers and specific requirements set forth in drawings and
specifications are not intended to preclude the use of comparable products of other
acceptable manufacturers, but are given for purpose of establishing standard of design
and quality for materials, construction, and workmanship.
Provide laboratory service fittings in conformance with SEFA 7, "Recommended Practices for
Fixtures."
DELIVERY, STORAGE, AND HANDLING
A.
Deliver laboratory fittings and fixtures only after building is enclosed, weathertight, and wet
operations in building are completed.
B.
Protect finished surfaces from soiling and damage during handling and installation. Cover with
polyethylene film or other protective covering.
1.5
PROJECT CONDITIONS
A.
Environmental Limitations: Do not deliver or install laboratory service fittings and fixtures until
building is enclosed, wet work and utility roughing-in are complete, and HVAC system is
operating and maintaining temperature and relative humidity at occupancy levels during the
remainder of the construction period.
B.
Do not begin installation of fittings and fixtures until installation of adjacent and supporting
laboratory casework is complete.
1.6
COORDINATION
A.
Coordinate installation of laboratory service fittings with installation of laboratory casework,
fume hoods and other laboratory equipment.
PART 2 - PRODUCTS
2.1
MANUFACTURERS
A.
Manufacturers:
following:
1.
Epoxy Sinks:
a.
b.
c.
2.
Subject to compliance with requirements, provide products of one of the
Durcon Incorporated.
Epoxyn Products.
Prime Industries, Inc.
Laboratory Service Fittings:
a.
Water Saver Faucet Co.
CSU Sacramento
100% Construction Documents - Increment 02
08/22/2014
Project No. 13389-00
Laboratory Fittings and Fixtures
Section 11 5343 - 2
b.
c.
2.2
Broen.
Chicago Faucet.
SINKS, GENERAL
A.
Sizes: As indicated or manufacturer's closest stock size of equal or greater volume, as
acceptable to Architect.
B.
Drain Outlet and Tail Piece: 1-1/2 inch diameter, 6 inch minimum length, fabricated of same
material as sink wherever possible, or as otherwise acceptable to Architect.
C.
Overflows: For each sink, except cup sinks, provide overflow of standard beehive or open top
design with separate strainer; height 2 inch less than sink depth; same material as sink.
2.3
CAST EPOXY RESIN SINKS
A.
Nonspecular, integrally molded in one piece with surfaces smooth, corners coved and bottom
sloped to outlet. Minimum physical properties and chemical resistance as specified for cast
epoxy resin tops; 1/2 inch minimum thickness.
1.
B.
Install sinks using the following mounting method(s):
1.
2.4
Color: As selected by Architect.
Undermount.
CUP SINKS
A.
Cast epoxy resin, polyolefin, or polypropylene, as indicated.
B.
Conform to requirements for materials as specified for tops or sinks, or provide units as
recommended by manufacturer.
C.
Provide stainless steel strainer (splash guard) at top of sink.
2.5
LABORATORY SERVICE FITTINGS
A.
Manufacturers: Subject to compliance with requirements, provide products by the following:
1.
2.
3.
Broen.
Chicago Faucet
Watersaver Faucet.
B.
Laboratory service fixtures including those provided as an integral part of other laboratory
equipment (e.g., fume hoods), shall be the product of one manufacturer, unless otherwise
noted.
C.
Service fixtures are identified by manufacturer model number indicated in the "Fixture Types"
schedule.
CSU Sacramento
100% Construction Documents - Increment 02
08/22/2014
Project No. 13389-00
Laboratory Fittings and Fixtures
Section 11 5343 - 3
D.
Provide units complete with washers, locknuts, unions, nipples and other accessories for
positive mounting to supporting laboratory units. Include wall and deck flanges, escutcheons,
panel mounted valves-front loaded, and similar items required.
E.
Factory-assemble service fixtures including assembly of valves and shanks to turrets, flanges,
and other mounting accessories.
F.
Testing: Test valves individually at the following pressures:
1.
2.
3.
Standard Needle Valves: 190 psi air pressure for working pressure of 125 psi.
Fine Control Needle Valves: 300 psi helium pressure for working pressure of 200 psi.
Laboratory Ball Valves: 125 psi air pressure for working pressure of 75 psi.
G.
Materials: Fabricate service fittings from cast or forged brass containing minimum 85 percent
copper. Fabricate replaceable seats, needle cones, valve disc screws, and other accessories
from monel or stainless steel alloy of a type suitable for intended use.
H.
Hose Ends:
1.
2.
3.
Provide ten serration tapered hose ends with 3/8 inch dia. IPS thread and 1/8 inch dia.
orifice.
Provide angle ten serration hose ends where indicated.
Refer to “Laboratory Fixture Schedule”.
I.
Turrets: Furnish with 3/8 inch IPS female inlet thread, brass shanks, brass locknuts, and
washers.
J.
Flanges: Furnish with 3/8 inch IPS female inlet, unless otherwise indicated.
K.
Mounting Shanks: 3/8 inch IPS mounting shank with locknut and washer.
L.
Goosenecks: Where goosenecks are indicated to swing, swivel point shall be at turret if deck
mounted or at valve level if wall or panel mounted; swing joints shall have heavy teflon
packings; “O” rings in swing joints are not acceptable.
M.
Handles: Provide 4 arm forged brass or aluminum handles for valves, stops, faucets, remote
controls, or for types indicated and wrist blades at sink locations.
N.
Hand of Fittings: Furnish right hand fittings unless indicated otherwise.
O.
Finish: Provide exposed surfaces, including fittings, escutcheons, and trim with acid- and
solvent-resistant finish selected by Architect.
1.
2.
P.
Polished Chrome with Clear Epoxy Coating: Polish and buff exposed surfaces, then
electroplate with one layer of nickel and one layer of chrome. Each layer of plating shall
cover all visible areas. Following plating, thoroughly clean and degreases surfaces to be
coated; apply clear epoxy coating and cure by baking. Minimum coating thickness: 2.0
mils.
Satin Nickel with Clear Epoxy Coating: Polish and electroplate all exposed surfaces with
one layer of nickel; further polish to an AISI No. 6 brushed finish, a fine-grained and
uniform finish. Each layer of plating shall cover all visible areas. Following plating,
thoroughly clean and degrease surfaces to be coated; apply clear epoxy coating and cure
by baking. Minimum coating thickness: 2.0 mils.
Chemical Resistance of Finishes: Subject coated samples to the following tests:
CSU Sacramento
100% Construction Documents - Increment 02
08/22/2014
Project No. 13389-00
Laboratory Fittings and Fixtures
Section 11 5343 - 4
1.
2.
3.
Q.
Service Outlet Identification:
1.
R.
2.
3.
4.
Brass or Type 316 stainless steel construction with floating stainless steel needle that
self-centers on valve seat and forms a matched fit with the seat, improving with use;
replaceable stainless steel seat threads into valve body. Molded TFE stem packing with
adjustable packing nut that permits take-up of wear; fine stem threads provide good
metering of flow.
Valve goes from closed to fully open in 2 full revolutions of handle; four-arm style handle
of forged brass or molded nylon.
Needle valves shall be fully assembled and individually tested at 190 PSI air pressure
under water. Maximum working pressure shall be 125 PSI air pressure.
Where used for oxygen and other pure gases, valves shall be cleaned, lubricated, and
packed to maintain purity of media.
Fine Control Needle Valves:
1.
2.
3.
4.
T.
Provide plastic index discs with identification letters at each service fitting handle or knob.
Identify services as follows:
SERVICE
COLOR
CODE
LETTER COLOR
Air
Orange
Air
Black
Gas
Dark Blue
Gas
White
Vacuum
Yellow
Vac
Black
Hot water
Red
HW
White
Cold water
Dark green
CW
White
DI water
White
DI
Black
Standard Needle Valves:
1.
S.
Fume Test: Suspend coated samples in a container of at least 6 cubic ft capacity,
approximately 12" above open beakers, each containing 100 cc of 70 percent nitric acid,
94 percent sulfuric acid and 38 percent hydrochloric acid, respectively. After exposure to
these fumes for 150 hours, finish shall not show discoloration, disintegration, or other
defect.
Direct Application Test: Subject coated samples to direct action of the reagents and
solvents listed below at a temperature of 25 degC dropping from a burrette at the rate of
60 drops per minutes. Finish shall not rupture; slight discoloration or temporary softening
is permitted.
Acetic acid (98 %), acetone, ammonium hydroxide (28%), benzene, carbon tetrachloride,
ether, ethyl acetate, ethyl and other alcohols, formic acid, hydrochloric acid (38%),
hydrofluouric acid (48%), methanol, methyl ethyl ketone, napthalene, nitric acid (70%),
phosphoric acid (75%), sulfluric acid (87%), toluene, xylene.
Brass or Type 316 stainless steel construction with floating stainless steel needle that
self-centers on valve seat and forms a matched fit with the seat, improving with use;
replaceable stainless steel seat threads into valve body. Molded TFE stem packing with
adjustable packing nut that permits take-up of wear; ultra-fine stem threads provide
micro-control of flow.
Valve goes from closed to fully open in 8 full revolutions of handle and shall be capable of
delivering one bubble of gas at a time; four-arm style handle of forged brass or molded
nylon.
Fine control needle valves shall be fully assembled and individually tested at 300 PSI
helium pressure under water. Maximum working pressure shall be 200 PSI air pressure.
Where used for oxygen and other pure gases, valves shall be cleaned, lubricated, and
packed to maintain purity of media.
Needle Point Cock Valve:
CSU Sacramento
100% Construction Documents - Increment 02
08/22/2014
Project No. 13389-00
Laboratory Fittings and Fixtures
Section 11 5343 - 5
1.
2.
3.
U.
Pressure Regulators:
1.
2.
3.
4.
5.
6.
7.
V.
2.
3.
2.6
Application: For point-of-use regulation of high purity gases. Used for compressed air
and inert gases, including nitrogen, helium, argon, and oxygen; cleaned, assembled and
packaged for use with high purity gases.
Mounting: As shown on Drawings.
Regulator: Non-relieving type with brass body and neoprene diaphragm.
In Pressure Range: 0-250 psi.
Outlet Pressure Range: 0-125 psi.
Valve: Fine needle control valve; forged body, floating tapered stainless steel needle and
replacement stainless steel seat.
Outlet: Removable quick-connect fitting with 1/4 inch IPS male fitting.
Laboratory Ball Valves:
1.
W.
Forged brass construction; floating brass cone and integral brass seat which is not
removable from body; screwed bonnet with molded TFE stem packing and externally
adjustable packing nut.
Round black plastic knurled handle.
Where used for pure gases, valves shall be cleaned, lubricated, and packed to maintain
purity of media.
Forged brass body, a removable straight ten serration hose end and a forged brass levertype handle with a full view color-coded index disc. Valves shall have a chrome plated
ball and molded TFE seals with self-locking retainers. Where used for gas service,
valves shall be certified by the American Gas Association (AGA) under ANSI Z21.15
“Manually Operated Gas Valve’, and by the Canadian Gas Association (CGA) under
CAN/CGA 3.16 M88 CLIR 36.
Ball valves shall be individually tested at 125 PSI air pressure under water. The
maximum working pressure for ball valves shall be 75 PSI air pressure. Where used for
gas service, valves are AGA and CGA certified to 1/2 PSI.
Where used for oxygen and other pure gases, valves shall be cleaned, lubricated, and
packed to maintain purity of media.
Quick-Connect Fittings: NPT male inlet, NPT male outlet.
WATER FAUCETS AND VALVES
A.
Forged or cast brass valve body; provide units with renewable barrel locked in valve body.
Barrel shall contain all wearing parts; with renewable discs; molded TFE stem packing; selflubricating, high durometer, thermoplastic valve disc.
1.
B.
Provide Units That Are:
1.
2.
C.
D.
Metal-to-metal or ground type of sealing is not acceptable.
Readily converted from compression to self-closing (or the reverse) without disturbing
faucet body.
Readily converted from water valve to needle valve or steam valve (or the reverse) with
outside packing gland without disturbing faucet body.
Valve travels from closed to open in 120 deg rotation of handle; double-acme stem thread;
forged brass four-arm handle.
Provide adjustable volume control to regulate flow of water through valve. Volume control can
conserve water, compensate for high water pressure, and minimize splashing.
CSU Sacramento
Project No. 13389-00
100% Construction Documents - Increment 02
Laboratory Fittings and Fixtures
08/22/2014
Section 11 5343 - 6
E.
Vacuum Breakers: Provide vacuum breakers on all water fittings (hot and cold). Provide the
following type:
1.
Integral atmospheric vacuum breakers.
F.
Handles: Provide handles as noted on Fixture Schedule.
G.
Foot Pedals: Provide foot-pedal operated units where indicated on Fixture Schedule.
2.7
FOOT-OPERATED, MIXING VALVES
A.
Foot-Operated Mixing Valve, Floor Mounted: Floor mounted foot-operated valve for hot and
cold water. Forged brass body with polished chrome plated finish.
1.
2.
3.
4.
2.8
Valve Units:
Pedals:
Inlets:
Outlet:
Self-closing renewable units with stainless steel valve stems.
Forged brass pedals mounted on hinged bracket.
(2) ½-inch dia. NPT female inlets.
½-inch dia. NPT female outlet.
DEIONIZED WATER FIXTURES
A.
Non-metallic Deionized Faucets and Fixtures:
1.
2.
2.9
Fabricated of PVC, polypropylene, and PVDF.
Valves shall be manual or self-closing type (as indicated by fixture number), and shall
have a round molded nylon handle, screw-on index disc and a removable serrated hose
end.
REMOTE CONTROL VALVES (FOR FUME HOODS)
A.
Mount remote control valves on the front panel of fume hood, with components subject to wear
accessible from the exterior of the hood. Mount with valve stem parallel to side wall of the fume
hood. The centerline of the valve inlet and outlet shall be parallel. Valves shall have a threaded
collar to hold valve in place, and a forged brass body and forged brass four-arm handle with a
full view color-coded type index disc.
1.
2.
B.
2.10
A.
Valves for gas, air, vacuum, and special gas service shall be needle type design either
fine control or standard construction, as indicated in Fixture Schedule, with a selfcentering replaceable stainless steel floating cone and replaceable stainless steel valve
seat.
Valves for water and steam service shall have a renewable flat valve disc and
replaceable stainless steel seat.
For fittings inside fume hoods, coat with acid and solvent resistant baked on plastic OR epoxy
coating in manufacturer's standard color as acceptable to Architect.
ELECTRICAL SERVICE FITTINGS
If required, electrical service fittings are specified in Division 26 - ELECTRICAL.
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Laboratory Fittings and Fixtures
Section 11 5343 - 7
2.11
A.
LABORATORY APPLIANCES
Explosion Proof Refrigerator: Environmental Equipment Co., Inc.; So-Low Model No. MV46UCXR
1.
2.
3.
4.
Size: 23-7/8 inches w X 26 inches d X 34 inches h
Capacity: 6.1 cu. ft.
Temperature Range: 1 degC to 7 degC.
Features
a.
b.
c.
d.
e.
Manual defrost
Static condenser.
R134A refrigerant
3 in-door shelves
Electrical Requirements: 115 V, 60 Hz, single phase, 2.5 amps.
PART 3 - EXECUTION
3.1
EXAMINATION
A.
Examine roughed-in mechanical and electrical services, installation of floors, walls, columns,
and ceilings, and other conditions affecting installation of fittings and fixtures.
1.
B.
Notify Architect of unsatisfactory conditions preventing proper installation of fittings and fixtures.
1.
2.
3.2
Do not proceed with fabrication and installation until unsatisfactory conditions have been
corrected in manner satisfactory to Architect and Owner.
Start of work shall indicate acceptability of related work.
INSTALLATION
A.
3.3
3.4
Verify dimensions and locations of services and substrates before fabricating work.
Install fittings according to Shop Drawings, installation requirements in SEFA 2.3, and
manufacturer's written instructions. Set each fitting and fixture securely in place, level, and
adjust to correct height. Anchor to supporting substrate where indicated and where required for
proper operation. Conceal anchorages where possible.
FIELD QUALITY CONTROL
A.
Testing: Coordinate use of fittings and fixtures after service lines have been tested and
balanced, and pressure, voltage, and similar requirements have been properly adjusted. Do not
operate service lines until they have been cleaned and sanitized.
B.
Test each item to demonstrate that it is operating properly and that controls and safety devices
are functioning. Repair or replace fittings or fixtures found to be defective in operation, including
units that are operating below capacity or with excessive noise or vibration.
CLEANING
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Laboratory Fittings and Fixtures
Section 11 5343 - 8
A.
After testing remove protective coverings and clean equipment. Restore exposed and semiexposed finishes; remove abrasions and other damage, polish bare metal surfaces and touchup painted surfaces.
1.
2.
B.
Buff exposed stainless steel finishes lightly, using power buffer and polishing rouge or grit
of No. 400 or finer.
Touch-up minor abrasions and imperfections in painted finishes with coating which
matches factory-applied finish.
Clean and sanitize equipment, and repair or replace deteriorated or defective equipment to a
condition free of damage and deterioration at time of Owner’s final acceptance of the
equipment.
END OF SECTION
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100% Construction Documents - Increment 02
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Laboratory Fittings and Fixtures
Section 11 5343 - 9
SECTION 11 5313
LABORATORY FUME HOODS
PART 1 - GENERAL
1.1
SUMMARY
A.
Section Includes:
1.
2.
B.
Related Requirements:
1.
2.
3.
4.
5.
6.
1.2
Laboratory fume hoods.
Fume hood base stands.
Section 11 5343 “Laboratory Fittings and Fixtures” for laboratory service fittings installed
with laboratory casework and laboratory fume hoods.
Section 11 5346.19 "Flammable Liquid Storage Cabinets" for fume hood base cabinets.
Section 11 5346.29 "Acid Storage Cabinets" for fume hood base cabinets.
Section 12 3553.19 "Wood Laboratory Casework" for fume hood base cabinets.
Division 22: Furnishing and installation of piping, drainline, traps, final connections and
setting of sinks and fixtures.
Division 26: Furnishing and installation of electrical wiring, conduit and/or electrical items
and final connections.
REFERENCE STANDARDS
A.
Comply with requirements of the following codes and standards except as shown or specified
otherwise:
1.
2.
3.
4.
5.
American Society of Heating, Refrigerating and Air-Conditioning Engineers (ASHRAE).
American Society for Testing and Materials (ASTM).
National Fire Protection Association (NFPA) Codes and Standards.
Underwriters Laboratories, Inc. (UL) Standards for Safety.
Scientific Equipment and Furniture Association (SEFA):
a.
b.
c.
1.3
SEFA 1: Recommended Practices for Fume Hoods.
SEFA 3: Recommended Practices for Laboratory Work Surfaces.
SEFA 8M: Recommended Practices for Laboratory Grade Metal Casework.
ACTION SUBMITTALS
A.
Product Data: Include specifications, technical data, details of fabrication, and installation
instructions for each type of fume hood required.
B.
Shop Drawings: Show in large scale, methods of construction, joining, dimensions, materials,
thicknesses, finishes of materials, installation, coordination with adjoining work, and other
details required to fully illustrate the work.
1.
Show locations of all penetrations including but not limited to cup sinks, base cabinet
venting and vacuum pump venting and feed.
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Laboratory Fume Hoods
Section 11 5313 - 1
C.
1.4
Samples: Submit 6 inch x 6 inch samples of same materials used in the fabrication of fume
hood superstructure, lining, and work surface.
INFORMATIONAL SUBMITTALS
A.
Product Test Reports: Submit test reports from a qualified independent testing laboratory that
show compliance of each type of fume hood with specified performance requirements based on
comprehensive testing of the equipment by the manufacturer and witnessed by the laboratory
within the last 5 years.
B.
Source quality-control reports.
C.
Field quality-control reports.
1.5
CLOSEOUT SUBMITTALS
A.
Operating and Maintenance Manuals: Submit to Owner 2 bound manuals for each type of fume
hood, with operating and maintenance instructions, parts listing, recommended parts inventory
listing, purchase source listing for major and critical components, emergency instructions, and
similar information. Manuals shall be of the type used by factory technicians for servicing and
repairing the laboratory equipment. Manuals shall include parts lists and schematic diagrams.
B.
Furnish complete touchup kit for each type and color of fume hood finish provided. Include
fillers, primers, paints, and other materials necessary to perform permanent repairs to damaged
fume hood finish.
1.6
QUALITY ASSURANCE
A.
1.7
Installer's Qualifications: Fume hoods shall be installed by a firm with not less than 10 years in
the immediate past of successful experience in the installation of systems similar to those
required for this project.
DELIVERY, STORAGE, AND HANDLING
A.
1.8
Deliver laboratory fume hoods in manufacturer's unopened containers.
Comply with
manufacturer's instructions for storage and handling. Protect from moisture and damage.
PROJECT CONDITIONS
A.
Do not install laboratory fume hoods until building is enclosed and weathertight, and casework
installation is substantially complete.
B.
Do not begin installation of laboratory fume hoods until the following conditions have been met:
1.
2.
3.
Overhead ductwork is installed.
Finish flooring is installed.
Installation of adjacent and supporting laboratory casework is complete.
CSU Sacramento
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Laboratory Fume Hoods
Section 11 5313 - 2
PART 2 - PRODUCTS
2.1
MANUFACTURERS
A.
Manufacturers:
following:
1.
2.
3.
4.
5.
6.
7.
8.
B.
2.2
Subject to compliance with requirements, provide products by one of the
Bedcolab
CiF Laboratory Solutions.
Hamilton Scientific
Hanson Lab Furniture.
Kewaunee Scientific Corporation; Laboratory Products Group.
Labconco Corporation.
Lab Crafters, Inc.
Mott Manufacturing.
Source Limitations for Laboratory Fume Hoods: Obtain fume hoods from single manufacturer.
PERFORMANCE REQUIREMENTS
A.
Containment: Provide fume hoods that comply with the following when tested according to
ASHRAE 110P and ANSI/AIHA Z 9.5-2003 at a release rate of 4.0 L/min.:
1.
2.
3.
4.
Average Face Velocity: 100 fpm at 18 inch designated operating opening height.
Face-Velocity Variation: Average face velocity readings at the reading point are to be
plus or minus 10 percent of the overall average face velocity.
Sash Position: Designated sash operating opening and fully raised.
As Manufactured (AM) Testing: Perform complete ASHRAE 110P factory tests for flow
visualization, face velocity measurements, tracer gas containment and Appendix B:
Walk-by test on one fume hood of each type and each width.
a.
5.
6.
As-Manufactured (AM) Rating: AM 0.05 (0.05 ppm).
As-Installed (AI) Rating: AI 0.10 (0.10 ppm); refer to "Field Quality Control" in this
Section for additional information.
Walk-by Test: At the conclusion of the containment testing, execute 3 rapid walk-bys at
30 second intervals, 12 inches behind the manikin. Test gas concentration during each
walk-by shall not exceed 0.1 ppm and shall return to specified containment value within
15 seconds.
B.
Maximum Leakage Rate in Air Volume: 5 percent of fume hood volume.
C.
Static-Pressure Loss: Not more than 1/4 inch wg at 100 fpm face velocity when measured at
four locations, 90 degrees apart, around the exhaust duct and at least three duct diameters
downstream from duct collar.
D.
Noise Criteria: The maximum noise criteria level for fume hood is NC-45 measured four feet
above the floor and four feet from the sash with the sash fully opened.
E.
Structural Performance: Provide fume hood components capable of withstanding the following
loads without permanent deformation, excessive deflection, or binding of cabinet drawers and
doors:
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Laboratory Fume Hoods
Section 11 5313 - 3
1.
Base Cabinets on non-radioisotope Fume Hoods: 75 lb/ft. within cabinets, 50 lb/ft. work
top, 75 lb/ft. on work top, plus weight of hood.
F.
Seismic Performance: Provide laboratory fume hoods capable of withstanding the effects of
earthquake motions determined according to the building code in effect for this Project or
ASCE 7, "Minimum Design Loads for Buildings and Other Structures," Section 9, "Earthquake
Loads," whichever is more stringent.
G.
Fume Hood Depth: Measured at the countertop level, clear interior hood depth is to be minimum
25 inches deep.
2.3
MATERIALS
A.
Galvanized Steel: Zinc-coated carbon steel complying with ASTM A 653/A 653M, commercial
quality; hot-dip galvanized, with A 60 or G 60 coating designation, mill phosphatized.
B.
Stainless Steel: AISI Type 302/304, unless indicated otherwise: U.S. Standard gauge.
C.
Safety Glass: Laminated type, 7/32 inches thick.
D.
Fasteners: Screws used to attach exterior members shall be sheet metal type, zinc-plated.
Interior fasteners shall be truss head stainless steel screws. Screws shall not be exposed on
hood interior or exterior. Pop rivets and screw caps are not allowed.
E.
Sash Guides: Stainless Steel AISI Type 302/304, unless indicated otherwise: U.S. Standard
gauge.
F.
Gaskets: Shore A 70 durometer PVC.
2.4
FUME HOOD EXHAUST SYSTEM – GENERAL PURPOSE (CHEMICAL) FUME HOOD – (H)
A.
Constant Air Volume Fume Hoods:
1.
Provide constant volume type fume hood that maintains constant face velocity with builtin automatic compensating bypass to maintain constant exhaust volume regardless of
sash position.
a.
Bypass characteristics as follows:
1)
b.
c.
Equip hood with an upper and lower bypass system consisting of a low
impedance, directionally louvered panel located above the sash and a lower
bypass below the bottom air foil. Size the opening of the upper bypass to
provide a minimum exhaust volume when sash is closed yet be of sufficient
size to dilute and prevent the escape of contaminants.
Vertical Sash: Bypass operation is controlled by sash operation. As sash opening
is reduced, bypass design shall limit the increase in face velocity to maximum four
times the average face velocity with the sash full open.
Control and Monitoring Requirements: Provide cutouts for fume hood controls and
monitor. Coordinate with the requirements of the laboratory temperature and
airflow control system contractor. Provide cutouts with blank cover plates. Refer
to Division 23 section.
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Laboratory Fume Hoods
Section 11 5313 - 4
2.5
FABRICATION – GENERAL PURPOSE (CHEMICAL) FUME HOOD
A.
Superstructure: Rigid, self-supporting assembly of double wall construction, consisting of outer
shell of 18-gauge sheet steel and an inner liner of corrosion-resistant material as specified.
1.
2.
B.
Finish: Urethane powder-coat finish in the following thicknesses:
1.
2.
3.
C.
Exterior and Interior Surfaces Exposed to View: 1.5 mil average; 1.2 mil minimum.
Back and Other Surfaces Not Exposed to View: 1.0 mil average.
Color: As selected by the Architect from the manufacturer’s standard colors.
Fluorescent Fixture: Two-lamp fluorescent fixture recessed within top of superstructure. Safety
glass panel sealed into a neoprene or PVC glazing molding or cemented and caulked, to isolate
the light fixture from fumes and vapors. Fixture shall be largest possible for fume hood size.
Access to fixture is from front of fume hood. Provide switch on front of hood.
1.
2.
D.
Double wall shall house and conceal minimum 14 gauge galvanized steel framing
members, attaching brackets, and service fixture mechanism.
Access to utility chase is through interior removable gasketed access panels on inner
liner.
Illumination of Work Area: Minimum 100 footcandles; work area is defined as area inside
superstructure from side-to-side and from face of baffle to inside face of sash, and from
working surface to a height of 28 inches.
Fluorescent fixture, ballast, and lamps shall comply with applicable requirements of
Division 26, specifying lighting fixtures.
Exhaust Duct Collar: Flanged to fit fan outlet; fabricate from Type 316, 18-gauge stainless
steel.
1.
Coordinate with work of Contractor specified under Division 23 - HVAC.
E.
Bottom Airfoil (Lower Bypass): Fabricate from Type 304 stainless steel as air foil or streamlined
shape with all right angle corners radiused or angled. Airfoil shall provide nominal one inch
bypass when sash is in the closed position and provide access areas for electrical cords.
F.
Vertical Sash: Frameless or narrow-framed, single panel 1/4 inch laminated safety glass
providing a full view of the hood interior. Glass is set into PVC glazing channel held in formed
cold-rolled steel or aluminum sash rail at the bottom edge. Bottom rail is formed full-width as an
integral pull; top rail is formed to accept lead weights for the adjusting of sash for precise and
positive operation.
G.
Sash Operating Hardware: Single weight, sprocket-and-chain counter-balance system prevents
sash tilting and permits one finger operation at any point along sash pull; holds sash at any
position without creep and prevents sash drop in the event of cable failure; sash opens and
closes against rubber bumper stops.
H.
Sash Track: Vertical stainless steel track located behind each front post captures edge of
safety glass.
I.
Adjustable Baffles: Polyresin panels at rear of hood interior with horizontal slots between
panels and slots along vertical edges that control air flow within and through the hood. Baffle
supports and brackets shall be non-metallic.
1.
Provide stainless steel mesh screen behind baffle slots.
CSU Sacramento
100% Construction Documents - Increment 02
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Project No. 13389-00
Laboratory Fume Hoods
Section 11 5313 - 5
J.
Hoods shall be factory pre-piped to single-point of connection above the hood. Service fittings
shall be furnished by this contractor and shall be of the same manufacturer as laboratory
casework service fittings.
1.
Required services are indicated on Drawings.
K.
Cup Sinks: Equip hoods with cup sinks, as indicated. Sinks shall be raised 1/4 inch to 3/8 inch
from hood work surface.
L.
Hoods shall be pre-wired to junction box located at top front of the fume hood.
M.
Hood Alarm: Provide visual/audible alarm that monitors fume hood face velocity and signals an
alarm when air flow falls below safe operating condition. Provide alarm with test button,
sensors, plug-in power adapter, and receptacle for hard-wiring to hood.
1.
N.
Utility Fixtures: Laboratory gas fixtures shall be as specified in Section 11 5343 “Laboratory
Fixtures and Fittings”.
1.
2.
3.
O.
Alarm Override: Provide alarm with override.
Coordinate all fixture requirements.
Provide fixtures as indicated on Drawings.
Accessible Utility Fitting: Refer to Fume Hood Legend - 7/Q-100.
Electrical Receptacles:
1.
2.
3.
Provide GFCI as indicated with stainless steel flush plates, rated as specified in Division
26 - Electrical.
Provide internal electrical wire way, waterproof covers, and disconnect switches as
indicated.
Service: 115 Volt AC
P.
Fire Protection: Provide cutout in top of hood for installation of fire-protection system sprinkler
head and associated piping.
Q.
Lattice Rod Assembly: For 4 foot and 6 foot hoods; Equip hoods with upright rod assembly and
metal cross bars.
1.
2.6
Basis of Design: Hanson Lab Furniture; No. AAP70
WORK SURFACE - GENERAL PURPOSE (CHEMICAL) FUME HOOD
A.
Work Surface: Epoxy resin, dished 3/8 inch, with lipped cup sink cut-outs as noted, 1-1/4 inch
thick; color black.
1.
2.7
In order to delineate the area of safe operation, fabricate work surface with a 1/4 inch
wide routed groove, filled with red epoxy resin, 6 inches from front edge of top,
continuous for the entire width of the top.
LINERS
A.
Poly Resin: Nominal 1/4 inch thick chemical and heat resistant glass reinforced polyester resin
panel; smooth finish with standard white color extending through entire thickness of panel.
CSU Sacramento
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Project No. 13389-00
Laboratory Fume Hoods
Section 11 5313 - 6
2.8
INSTRUCTION PLATES
A.
Attach to the front of the fume hood exterior, corrosion-resistant plate(s) containing the following
information:
1.
2.
2.9
Condensed information covering recommended locations for apparatus and accessories,
baffle settings, and use of sash.
Removable data card identifying fume hood, fume hood characteristics, and field test
data signed and initialed by a certified technician.
FUME HOOD BASE STANDS
A.
Fume Hood Base Stands: Welded steel tubing legs, not less than 2 inches square with channel
stretchers and aprons. Weld or bolt stretchers to legs and cross-stretchers, and bolt legs to
aprons. Provide leveling device welded to bottom of each leg.
1.
2.
3.
2.10
A.
Structural Performance: Capable of withstanding work top, 75 lb/ft. on work top, plus
weight of hood, without permanent deformation or excessive deflection.
Knee Space: Compliant with ADA.
Leg Shoes: Black vinyl or rubber, open-bottom, slip-on type
SOURCE QUALITY CONTROL
Demonstrate fume hood performance before shipment by testing one fume hood of each type
required according to ASHRAE 110P as indicated in "Performance Requirements" Article.
Provide testing facility, instruments, equipment, and materials needed for tests.
PART 3 - EXECUTION
3.1
PREPARATION
A.
Rough-In Work: Examine roughed-in mechanical and electrical services, floors, walls, columns,
and ceilings, and other conditions affecting installation of fume hoods. Verify dimensions and
locations of services and substrates before fabricating work.
B.
Notify Contractor of unsatisfactory conditions preventing proper installation of fume hoods.
C.
Do not proceed with fabrication and installation until unsatisfactory conditions have been
corrected in manner satisfactory to Architect and Owner.
3.2
INSTALLATION
A.
General: Set each item of fixed equipment securely in place; level, and adjust to correct height.
Anchor to supporting substrate where indicated and where required for proper operation.
Conceal anchorages where possible.
B.
Install fume hoods and related equipment in accordance with manufacturer's instructions.
C.
Install equipment plumb, square, and straight with no distortion and securely anchored as
required. Caulk vertical hood surfaces to counter and caulk all penetrations.
CSU Sacramento
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Laboratory Fume Hoods
Section 11 5313 - 7
D.
Accessory Installation:
recommendations.
E.
Adjusting: Adjust sash, fixtures, accessories and other moving or operating parts to function
smoothly. Adjust moving parts for smooth, near silent, accurate sash operation with one hand.
3.3
Install accessories and fittings in accordance with manufacture's
FIELD QUALITY CONTROL
A.
After HVAC system is balanced, field test installed fume hoods according to requirements in
ASHRAE 110P and ANSI/AIHA Z9.5-2003.
1.
2.
Test every installed fume hood according to most current edition of ASHRAE 110P.
Performance Standard: Before a fume hood is considered acceptable for use, it shall
meet the following standard per ANSI/AIHA Z9.5:
a.
3.
4.
5.
B.
Adjust or replace fume hoods and make other corrections within fume hood
manufacturer’s responsibilities until tested hoods perform as specified. Identify issues
that may be affecting fume hood performance. Coordinate required adjustments with the
HVAC system contractor.
After making corrections, retest fume hoods that failed to perform as specified.
Provide and replace any part of the fume hood that may fail during normal operation
during warranty period.
Test Conditions and Requirements: Follow test conditions per ASHRAE 110P "Method of
Testing Performance of Laboratory Fume Hoods" and as follows:
1.
C.
As-Installed (AI) Rating: AI 0.10 (0.10 ppm).
All fume hoods are to be tested at the sash fully open and the operating positions,
including all sash positions described in "Performance Requirements" in this Section.
Test Results and Acceptance:
1.
2.
3.
Local Visualization Challenge (Low Flow Smoke Test): Record Observations with Good
performance equaling no reverse flow with an active flow into the fume hood. Smoke
observed escaping from the fume hood is a failure.
Large Volume Smoke Visualization Challenge (High Volume Smoke Test): Record
observations with Good performance equaling good capture and quick clearance, no
reverse flow and no visible escape. Failure is smoke observed escaping from fume hood.
Face Velocity Test: Record velocity in conformance with ASHRAE 110P. Acceptance
criteria for face velocity is:
a.
b.
c.
d.
e.
4.
Vertical 100% Open: Target Average Face Velocity of 75 fpm plus or minus 10%
Sash Stop Operating Height: Target Average Face Velocity of 100 fpm plus or
minus 10%.
25% and 50% of Sash Stop Operating Height: Target Average Face Velocity of
100 fpm plus or minus 10%.
Horizontal sash maximum openings (Left, Center, Right): Target Average Face
Velocity of 100 fpm plus or minus 10%.
Mean Grid velocities not within a tolerance of plus or minus 20% of the target face
velocity will require corrective measures, including adjustments of the hood airflow
or baffle positions.
Tracer Gas Containment Test: The maximum acceptable level is as specified in 1.2
Performance Requirements as AI 0.10 (0.10 ppm) for opening scan of sash stop
operating height and horizontal maximum left, center and right openings.
CSU Sacramento
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Laboratory Fume Hoods
Section 11 5313 - 8
5.
3.4
Walk-by Test is to be performed as described in "Performance Requirements" in this
Section.
CLEANING
A.
After testing and start-up, remove protective coverings and clean equipment, internally and
externally. Restore exposed and semi-exposed finishes; remove abrasions and other damage,
polish bare metal surfaces and touch-up painted surfaces.
1.
2.
Buff exposed stainless steel finishes lightly, using power buffer and polishing rouge or grit
of No. 400 or finer.
Touch-up minor abrasions and imperfections in painted finishes with coating which
matches factory-applied finish.
B.
Clean and sanitize equipment, and repair or replace deteriorated or defective equipment to a
condition free of damage and deterioration at time of Substantial Completion.
C.
Cover equipment for protection against soiling and deterioration during remainder of
construction period.
3.5
DEMONSTRATION
A.
Provide services of manufacturer's technical representative where required, to instruct Owner's
personnel in operation and maintenance of fume hoods.
B.
Schedule training with Owner and provide at least 7-day notice to Contractor and Architect of
training date.
END OF SECTION
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Project No. 13389-00
Laboratory Fume Hoods
Section 11 5313 - 9
SECTION 12 3553.19
WOOD LABORATORY CASEWORK
PART 1 - GENERAL
1.1
SUMMARY
A.
Section Includes:
1.
2.
3.
4.
5.
6.
B.
Related Requirements:
1.
2.
3.
4.
5.
6.
7.
1.2
Wood laboratory casework.
Utility-space framing at backs of base cabinets.
Filler and closure panels.
Tables.
Shelves.
Laboratory accessories.
Section 06 1053 "Miscellaneous Rough Carpentry" for wood blocking for anchoring
laboratory casework.
Section 09 2216 "Non-structural Metal Framing" for reinforcements in metal-framed
partitions for anchoring laboratory casework.
Section 09 6513 "Resilient Base and Accessories" for resilient base applied to wood
laboratory casework.
Section 11 5313 "Laboratory Fume Hoods" for fume hoods.
Section 11 5346.19 "Flammable Liquid Storage Cabinets".
Section 11 5346.23 "Acid Storage Cabinets".
Section 12 3653 "Laboratory Casework Tops".
DEFINITIONS
A.
Exposed Surfaces of Casework: Surfaces visible when doors and drawers are closed, including
bottoms of cabinets more than 48 inches above floor, and visible surfaces in open cabinets or
behind glass doors.
1.
Ends of cabinets, including those installed directly against walls or other cabinets, are
defined as "exposed."
B.
Semi-exposed Surfaces of Casework: Surfaces behind opaque doors, such as cabinet
interiors, shelves, and dividers; interiors and sides of drawers; and interior faces of doors. Tops
of cases 78 inches or more above floor and bottoms of cabinets more than 24 inches but less
than 48 inches above floor are defined as semi-exposed.
C.
Concealed Surfaces of Casework: Include sleepers, web frames, dust panels, and other
surfaces not usually visible after installation.
D.
MDF: Medium-density fiberboard.
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Wood Laboratory Casework
Section 12 3553.19 - 1
E.
1.3
Hardwood Plywood: A panel product composed of layers, or plies, of veneer, or of veneers in
combination with lumber core, hardboard core, MDF core, or particleboard core, joined with
adhesive and faced both front and back with hardwood veneers.
PREINSTALLATION MEETINGS
A.
Preinstallation Conference: Conduct conference at Project site.
B.
Keying Conference: Conduct conference at Project site.
decisions into final keying requirements.
1.4
Incorporate keying conference
COORDINATION
A.
Coordinate layout and installation of framing and reinforcements for support of laboratory
casework.
B.
Coordinate installation of laboratory casework with installation of fume hoods and other
laboratory equipment.
1.5
ACTION SUBMITTALS
A.
Product Data: For each type of product.
B.
Shop Drawings: For laboratory casework. Include plans, elevations, sections, and attachment
details.
1.
2.
3.
4.
5.
6.
7.
8.
Indicate types and sizes of cabinets.
Indicate locations of hardware and keying of locks.
Indicate locations and types of service fittings.
Indicate locations of blocking and reinforcements required for installing laboratory
casework.
Include details of utility spaces showing supports for conduits and piping.
Include details of exposed conduits, if required, for service fittings.
Indicate locations of and clearances from adjacent walls, doors, windows, other building
components, and other laboratory equipment.
Include coordinated dimensions for laboratory equipment specified in other Sections.
C.
Keying Schedule: Include schematic keying diagram, and index each key set to unique
designations that are coordinated with the Contract Documents.
D.
Samples for Initial Selection: For cabinet finishes and other materials requiring color selection.
E.
Delegated-Design Submittal: For laboratory casework indicated to comply with seismic
performance requirements, including analysis data signed and sealed by the qualified
professional engineer responsible for their preparation.
1.6
INFORMATIONAL SUBMITTALS
A.
Qualification Data: For manufacturer.
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Project No. 13389-00
Wood Laboratory Casework
Section 12 3553.19 - 2
B.
1.7
Product Test Reports for Casework: Based on evaluation of comprehensive tests performed by
a qualified testing agency, indicating compliance of laboratory casework with requirements of
specified product standard and system structural performance specified in "Performance
Requirements" Article.
QUALITY ASSURANCE
A.
1.8
Manufacturer Qualifications: A qualified manufacturer that produces casework of types
indicated for this Project that has been tested for compliance with SEFA 8 W.
DELIVERY, STORAGE, AND HANDLING
A.
1.9
Protect finished surfaces during handling and installation with protective covering of
polyethylene film or other suitable material.
FIELD CONDITIONS
A.
Environmental Limitations: Do not deliver or install laboratory casework until building is
enclosed, utility roughing-in and wet work are complete and dry, and temporary HVAC system is
operating and maintaining temperature and relative humidity at occupancy levels during the
remainder of the construction period.
B.
Locate concealed framing, blocking, and reinforcements that support casework by field
measurements before being enclosed, and indicate measurements on Shop Drawings.
PART 2 - PRODUCTS
2.1
MANUFACTURERS
A.
Manufacturers:
following:
1.
2.
3.
4.
5.
6.
Subject to compliance with requirements, provide products by one of the
CiF Laboratory Solutions.
Diversified Woodcrafts, Inc.
Hamilton Scientific
Kewaunee Scientific Corporation; Laboratory Products Group.
Linear Cabinet Systems.
Mott Manufacturing Ltd.
B.
Source Limitations: Obtain laboratory casework from single source from single manufacturer
unless otherwise indicated.
C.
Product Designations: Drawings indicate sizes and configurations of laboratory casework by
referencing designated manufacturer's catalog numbers. Other manufacturers' laboratory
casework of similar sizes and similar door and drawer configurations and complying with
Specifications may be considered. See Section 01 6000 "Product Requirements."
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100% Construction Documents - Increment 02
08/22/2014
Project No. 13389-00
Wood Laboratory Casework
Section 12 3553.19 - 3
2.2
PERFORMANCE REQUIREMENTS
A.
System Structural Performance: Laboratory casework and support framing system shall
withstand the effects of the following gravity loads and stresses without permanent deformation,
excessive deflection, or binding of drawers and doors:
1.
2.
3.
4.
Suspended Base Cabinets (Internal Load): 160 lb/ft..
Work Surfaces (Including Tops of Suspended Base Cabinets): 160 lb/ft..
Wall Cabinets (Upper Cabinets): 160 lb/ft.
Shelves: 40 lb/sq. ft..
B.
Delegated Design: Engage a qualified professional engineer, as defined in Section 01 4000
"Quality Requirements," to design laboratory casework, including attachments to other work.
C.
Seismic Performance: Laboratory casework, including attachments to other work, shall
withstand the effects of earthquake motions determined according to ASCE/SEI 7.
2.3
CASEWORK, GENERAL
A.
Casework Product Standard: Comply with SEFA 8 W, "Laboratory Grade Wood Casework."
B.
Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,
by a qualified testing agency, and marked for intended location and application.
C.
Low-Emitting Materials: Fabricate casework with adhesives and composite wood products
containing no urea formaldehyde.
2.4
WOOD CASEWORK
A.
Design: Reveal overlay with square edges.
1.
Provide 1/8-inch reveals between doors and drawers that are adjacent.
B.
Wood Species: Maple White birch.
C.
Cut: Plain sliced/sawn.
D.
Matching:
1.
E.
Grain Direction:
1.
2.
3.
4.
5.
6.
F.
None required; select and arrange components for compatible grain and color.
Vertical on both doors and drawer fronts, with continuous vertical matching.
Lengthwise on face frame members.
Vertical on end panels.
Side to side on bottoms and tops of units.
Vertical on knee-space panels.
Horizontal on aprons and table frames.
Exposed Materials:
CSU Sacramento
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Project No. 13389-00
Wood Laboratory Casework
Section 12 3553.19 - 4
1.
2.
3.
G.
Semiexposed Materials:
1.
2.
3.
H.
Solid Wood: Sound hardwood lumber, selected to eliminate appearance defects, of any
species similar in color and grain to exposed solid wood.
Plywood: Hardwood plywood of same species as exposed plywood. Grade B faces and
Grade J crossbands. Provide backs of same species as faces.
Provide solid wood or hardwood plywood for semiexposed surfaces unless otherwise
indicated.
Concealed Materials:
1.
2.
3.
4.
5.
2.5
General: Provide materials that are selected and arranged for compatible grain and
color. Do not use materials adjacent to one another that are noticeably dissimilar in
color, grain, figure, or natural character markings.
Plywood: Hardwood plywood, either veneer core or particleboard core, made without
urea formaldehyde with face veneer of species indicated. Grade A exposed faces, at
least 1/50 inch thick, and Grade J crossbands. Provide backs of same species as faces.
Solid Wood: Clear hardwood lumber of species indicated.
Solid Wood: Any species, with no defects affecting strength or utility.
Plywood: Hardwood plywood. Provide backs of same species as faces.
Particleboard.
MDF.
Hardboard.
WOOD CABINET MATERIALS
A.
General:
1.
Maximum Moisture Content for Lumber: 7 percent for hardwood and 12 percent for
softwood.
B.
Hardwood Plywood:
HPVA HP-1, particleboard core except where veneer core is
indicated, and made without urea formaldehyde
C.
MDF: ANSI A208.2, Grade 130; made with binder containing no urea formaldehyde
D.
Particleboard: ANSI A208.1, Grade M-2; made with binder containing no urea formaldehyde.
E.
Hardboard: ANSI A135.4, Class 1 Tempered.
F.
Edgebanding for Wood-Veneered Construction: Minimum 1/8-inch- thick, solid wood of same
species as face veneer.
1.
2.6
Select wood edgebanding for grain and color compatible with face veneers.
AUXILIARY CABINET MATERIALS
A.
Glass for Glazed Doors: Clear tempered glass complying with ASTM C 1048, Kind FT,
Condition A, Type I, Class 1, Quality-Q3; not less than 5.0 mm thick.
CSU Sacramento
100% Construction Documents - Increment 02
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Project No. 13389-00
Wood Laboratory Casework
Section 12 3553.19 - 5
2.7
FABRICATION
A.
Construction: Provide wood-faced laboratory casework complying with SEFA 8 W and of the
following minimum construction:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
B.
Bottoms of Base Cabinets and Tall Cabinets: 3/4-inch- thick, veneer-core hardwood
plywood.
Tops and Bottoms of Wall Cabinets and Tops of Tall Cabinets: 1-inch- thick, veneer-core
hardwood plywood.
Ends of Cabinets: 3/4-inch- thick, hardwood plywood.
Shelves: 1-inch- thick, veneer-core hardwood plywood.
Base Cabinet Top Frames: 3/4-by-2-inch solid wood with mortise and tenon or doweled
connections, glued and pinned or screwed.
Exposed Backs of Cabinets: 3/4-inch- thick, particleboard- or MDF-core hardwood
plywood.
Unexposed Backs of Cabinets: 1/4-inch- thick, hardwood plywood dadoed into sides,
bottoms, and tops, unless otherwise indicated.
Drawer Fronts: 3/4-inch- thick, particleboard- or MDF-core hardwood plywood or solid
hardwood.
Drawer Sides and Backs: 1/2-inch- thick, solid hardwood or hardwood plywood, with
glued dovetail or multiple-dowel joints.
Drawer Bottoms: 1/4-inch- thick, veneer-core hardwood plywood glued and dadoed into
front, back, and sides of drawers. Use 1/2-inch- thick material for drawers more than 24
inches wide.
Doors 48 Inches High or Less: 3/4 inch thick, with particleboard or MDF cores and
hardwood face veneers and crossbands.
Doors More Than 48 Inches High: 1-1/8 inches thick, with particleboard cores and
hardwood face veneers and crossbands.
Stiles and Rails of Glazed Doors 48 Inches High or Less: 3/4-inch- thick, solid hardwood.
Stiles and Rails of Glazed Doors More Than 48 Inches High: 1-1/8 inches thick, with
particleboard cores and hardwood face veneers and crossbands.
Tables: Solid-hardwood legs, not less than 2 inches square with solid-hardwood stretchers as
needed to comply with product standard. Bolt stretchers to legs and cross-stretchers, and bolt
legs to table aprons. Provide leveling device at bottom of each leg.
1.
Leg Shoes: Black vinyl or rubber, open-bottom, slip-on type.
C.
Utility-Space Framing: Steel framing units consisting of two steel slotted channels complying
with MFMA-4, not less than 1-5/8 inches square by 0.105-inch nominal thickness, and
connected at top and bottom by U-shaped brackets made from 1-1/4-by-1/4-inch steel flat bars.
Framing units may be made by welding specified channel material into rectangular frames
instead of using U-shaped brackets.
D.
Removable Backs: Provide backs that can be removed from within cabinets at utility spaces.
E.
Filler and Closure Panels: Provide where indicated and as needed to close spaces between
cabinets and walls, ceilings, and indicated equipment. Fabricate from same material and with
same finish as adjacent exposed cabinet surfaces unless otherwise indicated.
1.
2.
Provide knee-space panels (modesty panels) at spaces between base cabinets, where
indicated and where cabinets are not installed against a wall or where space is not
otherwise closed.
Provide utility-space closure panels at spaces between base cabinets where utility space
would otherwise be exposed, including spaces below countertops.
CSU Sacramento
100% Construction Documents - Increment 02
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Project No. 13389-00
Wood Laboratory Casework
Section 12 3553.19 - 6
3.
2.8
Provide closure panels at ends of utility spaces where utility space would otherwise be
exposed.
WOOD FINISH
A.
Preparation: Sand lumber and plywood before assembling. Sand edges of doors, drawer
fronts, and molded shapes with profile-edge sander. Sand after assembling for uniform
smoothness at least equivalent to that produced by 220-grit sanding and without machine
marks, cross sanding, or other surface blemishes.
B.
Staining: Remove fibers and dust and apply stain to exposed and semiexposed surfaces as
necessary to match approved Samples. Apply stain in a manner that produces a consistent
appearance. Apply wash-coat sealer before applying stain to closed-grain wood species.
1.
C.
Chemical-Resistant Finish: Apply laboratory casework manufacturer's standard two-coat,
chemical-resistant, transparent finish. Sand and wipe clean between coats. Topcoat(s) may be
omitted on concealed surfaces.
1.
2.9
Stain Color: As selected by Architect from manufacturer's full range.
Chemical and Physical Resistance of Finish System: Finish complies with acceptance
levels of cabinet surface finish tests in SEFA 8 W. Acceptance level for chemical spot
test shall be no more than four Level 3 conditions.
HARDWARE
A.
General: Provide laboratory casework manufacturer's standard, commercial-quality, heavy-duty
hardware complying with requirements indicated for each type.
B.
Butt Hinges: Stainless-steel, five-knuckle hinges complying with BHMA A156.9, Grade 1, with
antifriction bearings and rounded tips. Provide two for doors 48 inches high or less and three
for doors more than 48 inches high.
C.
Door Catches: Nylon-roller spring catches. Provide two catches on doors more than 48 inches
high.
D.
Hinged Door and Drawer Pulls: Solid-aluminum, stainless-steel, or chrome-plated-brass backmounted pulls. Provide two pulls for drawers more than 24 inches wide.
1.
2.
E.
Sliding Door Pulls: Stainless-steel or chrome-plated recessed flush pulls.
1.
F.
Design: Wire pulls.
Overall Size: 1-1/4 by 4-1/2 inches, nominal.
Design and Size: As selected from manufacturer's full range.
Drawer Slides: Side mounted, epoxy-coated steel, self-closing; designed to prevent rebound
when drawers are closed; complying with BHMA A156.9, Type B05091.
1.
2.
3.
Provide Grade 1HD-100; for drawers not more than 6 inches high and 24 inches wide.
Provide Grade 1HD-200; for drawers more than 6 inches high or 24 inches wide.
Heavy Duty (Grade 1HD-100 and Grade 1HD-200): Full-overtravel-extension, ballbearing type.
CSU Sacramento
100% Construction Documents - Increment 02
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Project No. 13389-00
Wood Laboratory Casework
Section 12 3553.19 - 7
G.
Label Holders: Stainless steel, aluminum, or chrome plated; sized to receive standard label
cards approximately 1 by 2 inches, attached with screws or rivets. Provide where indicated.
H.
Locks:
Cam type, brass with chrome-plated finish; complying with BHMA A156.11,
Type E07281.
1.
2.
3.
4.
Provide a minimum of two keys per lock and two master keys.
Provide locks where indicated.
Keying: Key locks alike within each room, key each room separately.
Master Key System: Key all locks to be operable by master key.
I.
Adjustable Shelf Supports:
Type B04013.
J.
Eye Bolts: 5/16 inch steel eye bolts with Quick Link.
1.
2.10
Powder-coated steel shelf rests complying with BHMA A156.9,
Capacity: 3500 pounds.
LABORATORY ACCESSORIES
A.
Reagent Shelves: Provide as indicated, fabricated from same material as adjacent countertop
unless otherwise indicated.
B.
Burette Rods: Aluminum or stainless-steel rods, 1/2 inch in diameter and 18 inches long,
threaded on one end to fit tapered plug adapter for flush socket receptacle. Provide with
tapered plug adapter and receptacle.
C.
Burette Rods: Aluminum rods, 3/4 inch in diameter and 36 inches long, tapered on one end to
fit into burrette socket receptacle. Provide with tapered plug adapter and receptacle.
1.
2.
D.
Basis of Design: Duratop; AAP110-36 3/4" diameter.
Quantity: 32
Burrette Sockets: Aluminum burrette socket for surface mounting. Provide with No. 2 Morse
taper to accept rods.
1.
2.
Basis of Design: Duratop; AAP101.
Quantity: 32.
E.
Upright Rod Assembly and Metal Crossbar: Aluminum or stainless steel. Two vertical rods and
one horizontal crossbar, 3/4 inch in diameter and 36 inches long unless otherwise indicated; two
flush socket receptacles and two crossbar clamps. Ends of vertical rods are tapered to fit
receptacles; all other rod ends are rounded.
F.
Greenlaw Arm Assembly: Aluminum or stainless-steel vertical rod, tapered on one end to fit
flush socket receptacle. Adjustable crossbar of hardwood with black, acid-resistant finish,
secured to upright with adjustable clamp. Provide with receptacle.
G.
Lattice Assembly: Aluminum or stainless-steel, vertical and horizontal rod lattice assembly with
3/4-inch- diameter rods at approximately 12 inches o.c. with two flush socket receptacles for
mounting.
H.
Pegboards:
Polypropylene, epoxy, or phenolic-composite pegboards with removable
polypropylene pegs and stainless-steel drip troughs with drain outlet.
CSU Sacramento
100% Construction Documents - Increment 02
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Project No. 13389-00
Wood Laboratory Casework
Section 12 3553.19 - 8
I.
Pegboards: Stainless-steel pegboards with removable polypropylene pegs and stainless-steel
drip troughs with drain outlet.
J.
Gas Cylinder Rack: USA Safety "Model No. BR1X2FS - Barricade -Gas Cylinder Rack."
1.
2.
Two inch square steel tube continuously welded rack 16 inches wide by 26 inches deep
by 30 inches high, with two levels of welded steel chains.
Capacity: 2 cylinders.
PART 3 - EXECUTION
3.1
EXAMINATION
A.
Examine areas, with Installer present, for compliance with requirements for installation
tolerances, location of reinforcements, and other conditions affecting performance of the Work.
B.
Proceed with installation only after unsatisfactory conditions have been corrected.
3.2
INSTALLATION OF CABINETS
A.
Comply with installation requirements in SEFA 2.3. Install level, plumb, and true; shim as
required, using concealed shims. Where laboratory casework abuts other finished work, apply
filler strips and scribe for accurate fit, with fasteners concealed where practical. Do not exceed
the following tolerances:
1.
2.
3.
4.
5.
Variation of Tops of Base Cabinets from Level: 1/16 inch in 10 feet.
Variation of Bottoms of Upper Cabinets from Level: 1/8 inch in 10 feet.
Variation of Faces of Cabinets from a True Plane: 1/8 inch in 10 feet.
Variation of Adjacent Surfaces from a True Plane (Lippage): 1/32 inch.
Variation in Alignment of Adjacent Door and Drawer Edges: 1/16 inch.
B.
Utility-Space Framing: Secure to floor with two fasteners at each frame. Fasten to partition
framing, wood blocking, or metal reinforcements in partitions and to base cabinets.
C.
Base Cabinets: Fasten cabinets to utility-space framing, partition framing, wood blocking, or
reinforcements in partitions, with fasteners spaced not more than 16 inches o.c. Bolt adjacent
cabinets together with joints flush, tight, and uniform.
1.
Where base cabinets are installed away from walls, fasten to floor at toe space at not
more than 24 inches o.c. and at sides of cabinets with not less than two fasteners per
side.
D.
Wall Cabinets: Fasten to hanging strips, masonry, partition framing, blocking, or reinforcements
in partitions. Fasten each cabinet through back, near top, at not less than 16 inches o.c.
E.
Install hardware uniformly and precisely. Set hinges snug and flat in mortises.
F.
Adjust laboratory casework and hardware so doors and drawers align and operate smoothly
without warp or bind and contact points meet accurately. Lubricate operating hardware as
recommended by manufacturer.
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100% Construction Documents - Increment 02
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Project No. 13389-00
Wood Laboratory Casework
Section 12 3553.19 - 9
3.3
INSTALLATION OF COUNTERTOPS
A.
Comply with installation requirements in SEFA 2.3. Abut top and edge surfaces in one true
plane with flush hairline joints and with internal supports placed to prevent deflection. Locate
joints only where indicated on Shop Drawings.
B.
Field Jointing: Where possible, make in same manner as shop-made joints using dowels,
splines, fasteners, adhesives, and sealants recommended by manufacturer. Shop prepare
edges for field-made joints.
1.
C.
Use concealed clamping devices for field-made joints in plastic-laminate countertops.
Locate clamping devices within 6 inches of front and back edges and at intervals not
exceeding 24 inches. Tighten according to manufacturer's written instructions to exert a
uniform heavy pressure at joints.
Fastening:
1.
2.
3.
Secure countertops, except for epoxy countertops, to cabinets with Z-type fasteners or
equivalent, using two or more fasteners at each cabinet front, end, and back.
Secure epoxy countertops to cabinets with epoxy cement, applied at each corner and
along perimeter edges at not more than 48 inches o.c.
Where necessary to penetrate countertops with fasteners, countersink heads
approximately 1/8 inch and plug hole flush with material equal to countertop in chemical
resistance, hardness, and appearance.
D.
Provide required holes and cutouts for service fittings.
E.
Seal unfinished edges and cutouts in plastic-laminate countertops with heavy coat of
polyurethane varnish.
F.
Provide scribe moldings for closures at junctures of countertop, curb, and splash with walls as
recommended by manufacturer for materials involved. Match materials and finish to adjacent
laboratory casework. Use chemical-resistant, permanently elastic sealing compound where
recommended by manufacturer.
G.
Carefully dress joints smooth, remove surface scratches, and clean entire surface.
3.4
INSTALLATION OF LABORATORY ACCESSORIES
A.
Install accessories according to Shop Drawings, installation requirements in SEFA 2.3, and
manufacturer's written instructions.
B.
Securely fasten adjustable shelving supports, stainless-steel shelves, and pegboards to
partition framing, wood blocking, or reinforcements in partitions.
C.
Install shelf standards plumb and at heights to align shelf brackets for level shelves. Install
shelving level and straight, closely fitted to other work where indicated.
D.
Securely fasten pegboards to partition framing, wood blocking, or reinforcements in partitions.
CSU Sacramento
100% Construction Documents - Increment 02
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Project No. 13389-00
Wood Laboratory Casework
Section 12 3553.19 - 10
3.5
CLEANING
A.
Clean finished surfaces, touch up as required, and remove or refinish damaged or soiled areas
to match original factory finish, as approved by Architect.
END OF SECTION
CSU Sacramento
100% Construction Documents - Increment 02
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Wood Laboratory Casework
Section 12 3553.19 - 11
3
4
ARCHITECTURAL ABBREVIATIONS
G
GFRP
GL
GPC
GRT
GWB
HB
HD
HD
HDWD
HDWE
HE
HEX
HM
HO
HOLD
HORIZ
HP
HP
HPC
HR
HSKPG
HSS
HT
HVAC
HW
HWS
HYD
ID
IMP
IN
INCL
INFO
INSUL
INT
INV
INV EL
JAN
JAN CLO
J-BOX
JST
JT
K
KO
KPL
KV
KW
KWH
L
L
LAB
LAN
LAV
LBS
LEV
LF
LFC
OD
OD
OFCI
OFF
OFOI
OH
OHSC
OPNG
OPP
OR
OSHA
OZ
PCC
PCF
PERF
PH
PL
PLAM
PLAS
PLBG
PLF
PLYWD
PNL
PR
PREFAB
PREFIN
PREP
PS
PSF
PSI
PT
P-TYPE
PVC
PVMT
PW
QT
QTY
R
R
RA
RB
RCP
RD
REC
RECPT
REF
REF
REINF
REQ
RET
REV
RF
RH
RH
RM
RO
RO
RPM
RUB
RV
S
SA
SAN
SC
SCF
SCHED
SECT
SF
SQ IN
SQ YD
SS
SSM
ST
ST
STD
STL
STOR
STRUCT
SUSP
SV
SVT
SW
T
T&B
T&G
TA
TB
TBB
TBD
TD
TEL
TEMP
THK
TLT
TO
TP
TPO
TR
TRTD
TS
TSTAT
TV
TYP
TZ
UC
UL
UNO
UPH
UPS
UTIL
UV
VAR
VAV
VCT
VERT
VEST
VFD
VIF
VOL
VR
VTR
W
W
W/
W/O
WC
WD
WF
WP
WP
WT
WT
WTR
B
TYP
CALLOUT
REFERENCE
1
ELEVATION
REFERENCE
INTERIOR
1
1
T
THE SCOPE OF WORK FOR INCREMENT 01 INCLUDES THE REMODEL OF TEACHING LABORATORY 540 & SUPPORT
SPACE 540A & INCLUDES THE FOLLOWING:
C
A
TR
TEACHING LABORATORY 540 & SUPPORT SPACE 540A
N
O
C
1.
DEMOLITION OF EXISTING CASEWORK, FUME HOODS, EQUIPMENT, PLUMBING FIXTURES,
IN EMERGENCY SHOWER, FLOORING, WALL FINISHES, CEILING,
T
LIGHT FIXTURES, ROOF TOP MECHANICAL UNIT & EXHAUST SYSTEM, AS WELL AS THE
O CAPPING OF EXISTING MECHANICAL SYSTEMS & UTILITIES, E.G. NATURAL
N
GAS, CLEAN DRY AIR, VACUUM, WATER, POWER.
ET
E
2.
THE CONSTRUCTION AND/OR INSTALLATION OF NEW LABORATORYL
CASEWORK,
FUME HOODS, EQUIPMENT, PLUMBING FIXTURES, EMERGENCY EYE WASH
P
SHOWER UNIT, FLOORING, WALL FINISHES, CEILING, LIGHT FIXTURES,MROOF TOP AIR HANDLER & EXHAUST UNIT, AS WELL AS THE RECONFIGURATION AND/OR
O
REROUTING OF EXISTING MECHANICAL SYSTEMS & UTILITIES, E.G.
NATURAL
GAS, CLEAN DRY AIR, VACUUM, WATER, POWER, TO CONFORM TO THE
C
1
RECONFIGURED TEACHING & SUPPORT SPACES.
0
T
EN
TOILET ROOMS:
M
E
R
C
1.
DEMOLITION OF EXISTING PARTITIONS, DOORS,
FLOOR & WALL FINISHES, E.G. CERAMIC FLOOR & WALL TILE, WALL GYPSUM BOARD, & THE PARTIAL
IN
2.
THE RECONFIGURATION TO THE TOILET ROOM ENTRY, THE CONSTRUCTION AND/OR INSTALLATION OF NEW PARTITIONS & PARTIAL CEILING, NEW FINISHES,
E.G. FLOOR & WALL TILE, PAINT, TOILET PARTITIONS, PLUMBING FIXTURES, LIGHT FIXTURES, AS WELL AS THE EXTENSION OF EXISTING UTILITIES, E.G. WATER &
POWER TO CONFORM TO RECONFIGURED TOILET ROOMS.
X
X-XXX
X
5' - 0"
ROOM NAME
101
THE SCOPE OF WORK FOR INCREMENT 02 INCLUDES THE REMODEL OF TEACHING LABORATORY 538 & SUPPORT SPACE 538A, B, & C & LIMITED WORK IN ROOMS 444,
444A, B, & C, & CORRIDOR C501 IF NECESSARY.
3
ROOM TYPE
NEW SPOT
ELEVATION
Elevation
Name
EXISTING SPOT
ELEVATION
1.
UNIVERSITY IS RESPONSIBLE FOR THE DEMOLITION SCOPE OF WORK EXCEPT FOR ALL THE ELECTRICAL DEMOLITION, ALL MECHANICAL, ELECTRICAL &
PLUMBING EQUIPMENT NOTED TO BE REMOVED & REINSTALLED, THE DEMOLITION OF ALL ROOF TOP SCOPE INCLUDING, BUT NOT LIMITED TO EQUIPMENT,
DUCTWORK, ELECTRICAL PLUMBING & ROOFING. THE UNIVERSITY WILL CAP ALL PLUMBING LINES BELOW THE 5TH FLOOR SLAB IN THE CEILING INTERSTITIAL
SPACE OF THE 4TH FLOOR. THE CONTRACTOR, AT HIS DISCRETION, MAY KEEP THE EXISTING POWER ACTIVE TO SERVE EXISTING OUTLETS & LIGHT
FIXTURES TO PERFORM WORK; OR UNTIL THE POWER IS TRANSFERRED TO NEW ELECTRICAL PANELS. ANY ELECTRICAL CIRCUITS THAT ARE REMOVED ARE
TO BE "SAFE-OFF" & DISCONNECT TO CREATE A SAFE WORKING CONDITION. CONTRACTOR TO ASSIST UNIVERSITY DEFINE THE EXTENT OF DEMOLITION &
COORDINATE DEMOLITION WORK WITH UNIVERSITY'S DEMOLITION/ASBESTOS ABATEMENT CONTRACTOR & FACILITIES PERSONNEL PERFORMING
DEMOLITION WORK. CONTRACTOR TO ENSURE THAT THE AMOUNT OF DEMOLITION DOES NOT EXCEED WHAT IS REQUIRED FOR THE NEW SCOPE OF WORK
TO BE COMPLETED. THE EXTENT OF DEMOLITION THAT THE CONTRACTOR NEEDS TO IDENTIFY & DEFINE INCLUDES, BUT IS NOT LIMITED TO, LENGTH OF
EXISTING WALLS TO BE REMOVED, QUANTITY OF INTERIOR WALL FINISH TO BE REMOVED FOR THE INSTALLATION OF IN-WALL BRACING PLATES FOR WALL
MOUNTED FURINTURE & EQUIPMENT, AMOUNT OF DUCTWORK, ETC.
2.
THE CONSTRUCTION AND/OR INSTALLATION OF NEW LABORATORY CASEWORK, FUME HOODS, EQUIPMENT, PLUMBING FIXTURES, EMERGENCY EYE WASH
SHOWER UNIT, FLOORING, WALL FINISHES, CEILING, LIGHT FIXTURES, ROOF TOP AIR HANDLER & EXHAUST UNIT, AS WELL AS THE RECONFIGURATION AND/OR
REROUTING OF EXISTING MECHANICAL SYSTEMS & UTILITIES, E.G. NATURAL GAS, CLEAN DRY AIR, VACUUM, WATER, POWER, TO CONFORM TO THE
RECONFIGURED TEACHING & SUPPORT SPACES.
3.
WORK INCLUDES COMBING ROOM 538A & B TO CREATE A SINGLE PREP ROOM & THE CREATION OF TWO FACULTY OFFICES.
4.
LIMITED 4TH FLOOR WORK ROOMS 444, 444A, B & C: UTILITIES: POWER, WATER, GASES, WASTE, ETC., SERVING THE 5TH FLOOR TEACHING LABORATORY 538
AND SUPPORT SPACES 538A, B & C, ARE FEED FROM BELOW THE 5TH FLOOR SLAB FROM THE 4TH FLOOR INTERSITIUAL SPACE. COORDINATE WITH THE
UNIVERSITY, FACULTY & STAFF ACCESS TO ROOMS 444, 444A, B & C AND THE FOLLOWING:
A.
ROOMS 444, 444A, B & C ARE TO REMAIN OPERATIONAL DURING SCHOOL HOURS. COORDINATE WITH UNIVERSITY AFTER HOURS WORK SCHEDULE
INCLUDING WEEKEND WORK.
B.
ALL EXISTING WORK & STUDY SURFACES, CASEWORK, EQUIPMENT, FIXTURES, FLOORS, ETC., ARE TO BE PROTECT FROM DAMAGE, DIRT, DUST, ETC.
DURING AFTER HOURS WORK SEESIONS AND ROOMS 444 & 444A, B & C ARE TO BE RETURNED TO THEIR ORIGINAL CONDITION EACH AND EVERY
MORNING BEFORE FIRST CLASSES UNTIL THIS PORTION OF WORK IS COMPLETE.
C.
REMOVE AND REINSTALL THE EXISTING SUSPENDED PANEL CEILING SYSTEM, AS NECESSARY TO PERFORM SCOPE OF WORK UNTIL THIS PORTION OF
WORK IS COMPLETE.
3
D.
UPON COMEPLETION OF WORK REMOVE AND REPLACE ALL EXISTING SUSPENDED CEILING PANELS WITH NEW ARMSTRON "OPTIMA HEALTH ZONE"
ACOUSTICAL PANEL CEILING.
5.
LIMITED 5TH FLOOR WORK CORRIDOR C501: CORRIDOR C501 ARE TO REMAIN OPERATIONAL DURING SCHOOL HOURS AND FREE OF ANY BARRIERS OR
OBSTRUCTIONS. THE EXISTING CORRIDOR WIDTH IS 8'-0". THE MINIMUM CORRIDOR WIDTH THAT IS REQUIRE AND MOST BE MAINTAINED DURING
CONSTRUCTION IS 5'-0". CONTRACTOR IS REQUIRED TO PROVIDE A BARRIER THAT SEPARTES THE AREA OF WORK FROM THE CORRIDOR AND CANTAINS
ALL DIRT, DUST, ETC. WITHIN THE AREA OF WORK. WORK IN CORRIDOR C501 INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:
A.
REMOVE AND REPLACE OF EXISTING PARTITION.
B.
REMOVE AND REINSTALL EXISTING SUSPENDED PANEL CEILING SYSTEM; INSTALL NEW OWNER PROVIDED SUSPENDED CEILING PANELS AS
NECESSARY TO REPLACE PANELS DAMAGED DURNING CONSTRUCTION.
C.
FLOOR AND WALL PATCH & REPAIR.
D.
PAINTING.
E.
ROUTING OF DUCTWORK, UTILITIES, ETC.
101
C.
EXITS & PATHWAYS
THERE IS NO CHANGE OR MODIFICATION TO THE EXISTING EXITS & EXIT
PATHWAYS AS A RESULT OF THIS PROJECT.
D.
STRUCTURAL SYSTEM
THERE IS NO CHANGE OR MODIFICATION TO THE EXISTING STRUCTURAL
SYSTEM OF THE BUILDING AS A RESULT OF
THIS PROJECT.
E.
FIRE WALLS & FIRE BARRIERS
THERE IS NO CHANGE OF MODIFICATION TO THE FIRE-RATED AREA
SEPARATION WALLS, FIRE BARRIERS, OR
FIRE-RATED WALLS AS A RESULT OF THIS PROJECT.
F.
ELECTRICITY SUPPLY, CAPACITY, & CONDUIT
THERE IS NO CHANGE TO THE EXISTING ELECTRICITY SUPPLY TO THE
BUILDING, THE EXISTING CAPACITY OF THE BUILDING ELECTRICAL SYSTEM,
OR TO THE EXISTING SUPPLY & BRANCH CONDUIT IN THE BUILDING AS A
RESULT OF THIS PROJECT.
G.
WATER SUPPLY, CAPACITY, PIPING, & DRAINS
THERE IS NO CHANGE OR MODIFICATION TO THE EXISTING WATER SUPPLY
TO THE BUILDING, THE EXISTING CAPACITY OF THE BUILDING WATER
SYSTEM, THE EXISTING SUPPLY & BRANCH PIPING, OR TO THE EXISTING
DRAINS & DRAIN LINES IN THE BUILDING AS A RESULT OF THIS PROJECT.
PROJECT ADDRESS:
SEQUOIA HALL
CALIFORNIA STATE UNIVERSITY SACRAMENTO
CONSTRUCTION TYPE:
I-B
FLOOR ASSEMBLY:
POURED-IN-PLACE CONCRETE - 2 HOUR FIRE RATING
FIRE SUPPRESSION SYSTEM:
FULLY SPRINKLERED BASEMENT ONLY
FIRE ALARM:
EXISTING STATE FIRE MARSHAL APPROVED ALARM SYSTEM THROUGHOUT.
HAZARDOUS MATERIALS
& CONTROL AREAS
C.
9.
DOORS AND WINDOWS ARE DIMENSIONED TO CENTER LINES UNLESS OTHERWISE NOTED. WHERE LOCATIONS ARE NOT DIMENSIONED, CENTER DOORS
AND WINDOWS IN THE WALL OR PLACE 4 INCHES NOMINAL FROM THE FACE OF FRAME TO THE FACE OF FINISH AT ADJACENT PERPENDICULAR WALL, UNLESS
OTHERWISE NOTED.
10.
11.
CHECK DIMENSIONS NOTED V.I.F. PRIOR TO CONSTRUCTION. REPORT ANY VARIANCES TO THE ARCHITECT FOR RESOLUTION BEFORE PROCEEDING.
INSTALL WORK TRUE, PLUMB, SQUARE, LEVEL AND IN PROPER ALIGNMENT.
12. VERIFY CLEARANCES FOR ITEMS INCLUDING BUT NOT LIMITED TO FLUES, VENTS, CHASES, SOFFITS AND FIXTURES BEFORE ANY CONSTRUCTION,
ORDERING OR INSTALLATION OF SUCH ITEMS OF WORK.
13. INSTALL FIRE EXTINGUISHERS PER CODE. OBTAIN APPROVAL OF THE BUILDING AND FIRE DEPARTMENTS AND REVIEW OF THE ARCHITECT PRIOR TO
INSTALLATION.
DOOR TYPE
14. CONSTRUCTION REQUIREMENTS FOR EARTHWORK, UTILITIES, VEHICULAR AND PEDESTRIAN PAVING, AND LANDSCAPING ARE PROVIDED IN DRAWINGS AND
SPECIFICATIONS PREPARED BY THE CIVIL ENGINEER AND THE LANDSCAPE ARCHITECT. SUCH ELEMENTS INDICATED ON THE ARCHITECT'S DRAWINGS ARE FOR
REFERENCE ONLY.
ED A RCH
NS M . M I C I
E
N
C-28429
EXP.12-31-15
RENEWAL
DATE
O F CA L I F O
DATE SIGNED 11/05/2014
THERE IS NO CHANGE OR MODIFICATION TO THE QUANTITIES & TYPES
OF CHEMICALS OR OTHER HAZARDOUS MATERIALS STORED & IN USE IN
THE PROJECT AREA AS A RESULT OF THIS PROJECT.
Stamps & Approvals
F
HAZARDOUS MATERIALS STORED & IN USE IN THE PROJECT AREA ARE WITHIN
THE EXEMPT AMOUNTS ALLOWED PER THEIR CALIFORNIA BUILDING CODE
TABLE 307.1 (1) & 307.1 (2)
STORIES / ACTUAL
HEIGHT:
+5 STORIES & MECHANICAL PENTHOUSE
/ 86'-0"
STORIES/
HEIGHT LIMIT:
11 / 160'-0"
UNLIMITED
BASEMENT FIRST FLOOR SECOND FLOOR THIRD FLOOR FOURTH FLOOR FIFTH FLOOR MECHANICAL -
BUILDING AREA
(EXISTING)
8.
PLAN DIMENSIONS ARE TO FACE OF CONCRETE, EDGE OF SLAB, FACE OF STUD, CENTERLINE OF GRID, CENTER OF DOOR, CENTER OF WINDOW AND
CENTER OF PLUMBING FIXTURE, UNLESS OTHERWISE NOTED.
G
THERE IS NO CHANGE OR MODIFICATION TO THE EXISTING CONTROL AREAS
& FIRE-RATED OCCUPANCY & AREA SEPARATION WALLS AS A RESULT OF
THIS PROJECT.
'B' BUSINESS
THROUGH-PENETRATION FIRE-STOPPING: PROVIDE APPROPIATE U.L. LISTED THROUGH-PENTRATION FIRE-STOPPING SYSTEMS AT FIRE-RESISTANT/RATED
WALL & HORIZONTAL ASSEMBLIES.
WRITTEN DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE DRAWINGS.
1
OCCUPANCY GROUP:
7.
7.
H
CODE SUMMARY
FLOOR AREA LIMIT:
DETAILS AND NOTES ARE TYPICAL. SIMILAR DETAILS AND NOTES APPLY IN SIMILAR CONDITIONS.
A.
B.
ASBESTOS ABATEMENT: CONTRACTOR TO COORDINATE WORK WITH WORK PERFORMED BY OWNER'S ASBESTO ABATEMENT CONSTRACTOR.
6.
J
5TH FLOOR REMODEL OF EXISTING ORGANIC CHEMISTRY LAB ROOM 538
& SUPPORT SPACES 538-A, 538-B, 538-C
6.
5.
PROMPTLY REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR BEFORE
PROCEEDING WITH THE WORK.
DIMENSION TO
GRID OR CENTER
EXISTING BUILDING OCCUPANCY LOADING IS UNCHANGED.
K
PROJECT DESCRIPTION:
1
4.
THE CONTRACTOR SHALL VERIFY AND ASSUME RESPONSIBILITY FOR ALL DIMENSIONS AND SITE CONDITIONS. THE CONTRACTOR SHALL INSPECT THE
EXISTING PREMISES AND TAKE NOTE OF EXISTING CONDITIONS PRIOR TO SUBMITTING PRICES. NO CLAIM SHALL BE ALLOWED FOR DIFFICULTIES
ENCOUNTERED WHICH COULD HAVE REASONABLY BEEN INFERRED FROM SUCH AN EXAMINATION.
1/27/2015 11:48:08 AM
Elevation
Name
5' - 0"
B.
TEACHING LAB 538 & 538A, B & C:
Project Key Plan
E
29,136 S.F.
29,136 S.F.
29,136 S.F.
29,136 S.F.
29,136 S.F.
29,136 S.F.
29,136 S.F.
BUILDING AREA
TOTAL -
REMODELED AREA
TOTAL -
PARKING LOT #4
EXISTING LOT #4 PARKING COUNTS
1.
2.
3.
4.
5.
3.
THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS, WHETHER COMPLETED OR PARTIALLY COMPLETED, INCLUDES LABOR,
MATERIALS, EQUIPMENT AND SERVICES PROVIDED OR TO BE PROVIDED BY THE CONTRACTOR TO FULFILL THE CONTRACTOR'S OBLIGATIONS. THIS MAY
CONSTITUTE THE WHOLE OR PART OF THE PROJECT.
DIMENSION TO
SURFACE
EXISTING BUILDING TYPE, USE AND OCCUPANCY TYPE IS UNCHANGED.
INCREMENT 02
2.
THE DRAWINGS ARE BASED ON THE OWNER-PROVIDED ORIGINAL CONSTRUCTION DRAWINGS AND SUPPLEMENTED BY THE ARCHITECT'S LIMITED SITE
OBSERVATIONS. ACTUAL CONDITIONS AND DIMENSIONS MAY VARY FROM THOSE INDICATED IN THE DRAWINGS. IT IS REQUIRED TO BRING MATERIAL
DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT AND THE OWNER FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
REVISION NUMBER
REFERENCE
A.
REMOVAL OF THE EXISTING SUSPENDED CEILING SYSTEM, AS WELL AS THE REMOVAL OF EXISTING LIGHT FIXTURES, DIFFUSERS, PLUMBING FIXTURES & THE
CAPPING OF UTILITIES, E.G. WATER AND POWER.
1.
THE INTENT OF THE DRAWINGS (WHICH ARE A PART OF THE CONTRACT DOCUMENTS) IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION
AND COMPLETION OF THE WORK BY THE CONTRACTOR. INCLUDING ANYTHING REASONABLY IMPLIED OR INTENDED.
KEYNOTE
EXISTING FIVE-STORY , PLUS BASEMENT & MECHANICAL PENTHOUSE.
INCREMENT 01: SUBMITTED & APPROVED ON AUGUST 14, 2014 - DSA APPLICATION NO. 02-113762
X
X
A
EXISTING CONDITIONS:
THE SCOPE OF WORK FOR THE REMODEL OF ORGANIC CHEMISTRY, ON THE 5TH FLOOR OF SEQUOIA HALL, WILL BE COMPLETED IN TWO INCREMENTS. THIS
SUBMISSION REPRESENTS THE SCOPE OF WORK FOR INCREMENT 02, HOWEVER, THE SCOPE OF WORK FOR BOTH INCREMENTS IS NOTED BELOW.
GENERAL NOTES
ARCHITECTURAL PLAN LEGEND
X
X-XXX
SINGLE
SHEET
MTL SHEET METAL
SHOWER
SIMILAR
SLAB ON GRADE
SPECIFICATION
SPEAKER
SOLID PHENOLIC
PANELS
SQUARE INCHES
SQUARE YARD
STAINLESS STEEL
SOLID SURFACE
MATERIAL
STONE
STREET
STANDARD
STEEL
STORAGE
STRUCTURAL
/STRUCTURE
SUSPENDED
SHEET VINYL
SOLID VINYL TILE
SWITCH
TREAD
TOP AND BOTTOM
TONGUE AND GROOVE
TOILET ACCESSORIES
TACKBOARD
TILE BACKER BOARD
TO BE DETERMINEED
TRENCH DRAIN
TELEPHONE
TEMPERATURE/
TEMPERED
THICK/THICKNESS
TOILET
TOP OF
TOILET PARTITIONS
THERMOPLASTIC
OLEFIN
TELECOM ROOM
TREATED
TUBE STEEL
THERMOSTAT
TELEVISION
TYPICAL
TERRAZZO
UNDER COUNTER
UNDERWRITERS
LABORATORY
UNLESS NOTED
OTHERWISE
UPHOLSTERY
UNINTERRUPTED
POWER SUPPLY
UTILITY
ULTRAVIOLET
VARIES
VARIABLE AIR VOLUME
VINYL COMPOSITION
TILE
VERTICAL
VESTIBULE
VARIABLE FREQUENCY
DRIVE
VERIFY IN FIELD
VOLUME
VAPOR RETARDER
VENT THRU ROOF
WEST
WIDTH
WITH
WITHOUT
WALL COVERING
WOOD
WIDE FLANGE STEEL
BEAM
WALL PROTECTION
WORKING POINT
WINDOW TREATMENTS
WEIGHT
WATER
203,952 S.F.
3
1
Rev
1,761 S.F.
01/27/15 Addendum 3
12/05/14 BID SET
Date
Description
2
3
4
5
6
7
D
Project Title
TOTAL NUMBER OF STALLS = 326
REQUIRED NUMBER OF ACCESSIBLE STALLS = 8
ACTUALL NUMBER OF ACCESSIBLE STALLS = 24
REQUIRED NUMBER OF VAN STALLS = 2 (PER 11B-208.2.4)
REQUIRED NUMBER OF VAN STALLS = 3
(PER ACTUAL NUMBER OF ACCESSIBLE STALLS SEE ITEM #3 ABOVE)
APPLICABLE CODES & REGULATIONS
1.
CALIFORNIA CODE OF REGULATIONS, TITLE 24, PUBLISHED BY THE CALIFORNIA
BUILDING STANDARDS COMMISSION:
PART 1, "2013 CALIFORNIA ADMINISTRATIVE CODE" (CBC) - EFFECTIVE JULY 1, 2014
PART 2, "2013 CALIFORNIA BUILDING CODE" (CBC)
PART 3, "2013 CALIFORNIA ELECTRICAL CODE" (CEC)
PART 4, "2013 CALIFORNIA MECHANICAL CODE" (CMC)
PART 5, "2013 CALIFORNIA PLUMBING CODE" (CPC)
PART 6, "2013 CALIFORNIA ENERGY CODE" - EFFECTIVE JULY 1, 2014
PART 9, "2013 CALIFORNIA FIRE CODE" (CFC)
PART 11, "2013 CALIFORNIA GREEN BUILDING STANDARDS CODE" WITH 2012 AMENDMENTS (CALGREEN) EFFECTIVE
JULY 1, 2014
PART 12, "2013 CALIFORNIA REFERENCE STANDARDS CODE
ALONG WITH ANY OTHER APPLICABLE CALIFORNIA STATE LAWS AND REGULATIONS..
CALIFORNIA
STATE
UNIVERSITY
SEQUOIA
HALL, 5TH FLOOR
SACRAMENTO
ORGANIC CHEMISTRY LAB
REMODEL
C
B
2. AMERICANS WITH DISABILITIES (ADA) STANDARDS FOR DESIGN TITLE III 2010 .
3. "AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES", (ADAAG) AS PUBLISHED IN
THE AMERICANS WITH DISABILITIES (ADA) ACT OF 1990
TITLE III REGULATIONS, APPENDIX A (28 CFR PART 36, REVISED SEPT. 15, 2010)
4. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) RELEVANT CODE
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 72 EDITION (NATIONAL FIRE ALARM CODE)
5. WITH AMENDMENTS.
Project Phase
100% CONSTRUCTION DOCUMENTS
Date
3
Drawn By
08/22/14
FLAD
Project Number
Checked By
13389-01
FLAD
Sheet Title
DEFERRED SUBMITTALS
FIRE ALARM: CONTRACTOR TO SUBMIT FIRE ALARM SHOP DRAWINGS FOR CALIFORNIA STATE FIRE MARSHAL REVIEW &
APPROVAL. SEE ELECTRICAL DRAWINGS FOR SCOPE OF WORK.
ARCHITECTURAL
ABBREVIATIONS AND
LEGENDS
Sheet Number
A-001
1
K
C
GFRC
MEZZ
MFR
MGR
MH
MIC
MICRO
MIN
MIN
MIR
MISC
MLDG
mm
MO
MPH
MTD
MTG
MTL
N
N2
NA
NG
NIC
NO
NOM
NTS
NW
O
OA
OA
OC
OCC
SGL
SHT
SHT
SHWR
SIM
SOG
SPEC
SPKR
SPP
CT
T E OW
D
FRT
FRZ
FT
FTG
GA
GAL
GALV
GC
GEN
GFCI
MED
MED
MEMB
MEP
LEFT HAND
LINOLEUM
LOCKER
LIVE LOAD
LIQUID NITROGEN
LANDING
LOCATION (LOCATE)
LONGITUDINAL
LOW POINT
LIGHT GAGE
LIGHTING
LIGHTING PANEL
LOUVER
LIGHTWEIGHT
METER
MACHINE
MANUAL
MATERIAL
MAXIMUM
MARKER BOARD
MECHANICAL CONTRACTOR
MOTOR CONTROL CENTER
MEDIUM DENSITY OVERLAY
MECHANICAL
MECHANICAL EQUIPMENT
ROOM
MEDICINE/ MEDICAL
MEDIUM
MEMBRANE
MECHANICAL, ELECTRICAL,
PLUMBING
MEZZANINE
MANUFACTURER
MANAGER
MANHOLE
MOBILE INSTRUMENT CART
MICROWAVE
MINIMUM
MINUTE
MIRROR
MISCELLANEOUS
MOLDING/ MOULDING
MILLIMETER
MASONRY OPENING
MILES PER HOUR
MOUNTED
MOUNTING
METAL
NORTH
NITROGEN, PIPED GAS
NOT APPLICABLE
NATURAL GAS
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
NORMAL WEIGHT
OYXGEN, PIPED GAS
OUTSIDE AIR
OVERALL
ON CENTER
OCCUPANCY/OCCUPATION/
OCCUPY
DRAIN (OVERFLOW)
OUTSIDE DIAMETER
OWNER FURNISHED,
CONTRACTOR INSTALLED
OFFICE/ OFFICER
OWNER FURNISHED, OWNER
INSTALLED
OPPOSITE HAND
OVER HEAD SERVICE CARRIER
OPENING
OPPOSITE
OPERATING ROOM
OCCUPATIONAL SAFETY AND
HEALTH ASSOCIATION
OUNCE
Precast Concrete - STRUCTURAL
POUNDS PER CUBIC FOOT
PERFORATED
PHASE
PLATE
PLASTIC LAMINATE
PLASTER
PLUMBING
POUNDS PER LINEAR FOOT
PLYWOOD
PANEL/ PANELING
PAIR
PREFABRICATED
PREFINISHED
PREPARATION
PROJECTION SCREEN
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PAINT
PARTITION TYPE
POLYVINYL CHLORIDE
PAVEMENT/ PAVING
POLISHED WATER
QUARRY TILE
QUANTITY
RADIUS
RISER
RETURN AIR
RESILIENT BASE
REFLECTED CEILING PLAN
ROOF DRAIN
RECESSED
RECEPTACLE
REFERENCE
REFRIGERATOR
REINFORCED/ REINFORCING/
REINFORCEMENT
REQUIRED
RETURN
REVISION
RESINOUS FLOORING
RELATIVE HUMIDITY
RIGHT HAND
ROOM
REVERSE OSMOSIS
ROUGH OPENING
REVOLUTION PER MINUTE
RUBBER FLOORING
ROOF VENT
SOUTH
SUPPLY AIR
SANITARY
SEALED CONCRETE
STATIC CONTROL FLOORING
SCHEDULE
SECTION
SQUARE FOOT
T
E
EXC
EXH
EXIST
EXP
EXT
F
FA
FB
FCU
FD
FDC
FDTN
FDV
FE
FEC
FF
FH
FHC
FHR
FIN
FIXT
FLEX
FLR
FP
FPM
FPS
FR
FRP
LH
LINO
LKR
LL
LN2
LNDG
LOC
LONG
LPT
LT GA
LTG
LTG PNL
LVR
LW
M
MACH
MAN
MATL
MAX
MB
MC
MCC
MDO
MECH
MECH RM
10
PROJECT DATA
SCOPE OF WORK / INCREMENTS 01 & 02
DISHWASHER
DRAWING
DRAWER
DUMBWAITER
EAST
EACH
ELECTRICAL CONTRACTOR
EMERGENCY DEPARTMENT
EMERGENCY EYE WASH
EXHAUST FAN
ENTRANCE FLOOR GRILL
ENTRANCE FLOOR MAT
EXHAUST HOOD
EXTERIOR FINISH INSULATION
SYSTEM
ELEVATION
ELECTRIC (ELECTRICAL)
ELEVATOR
EMBEDDED
EMERGENCY
ELECTRICAL METALLIC TUBING
ENCLOSURE
ENTRANCE
ELECTRICAL PANEL
EMERGENCY POWER OUTLET
EPOXY PAINT
EPOXY
EQUAL
EQUIPMENT
EMERGENCY SHOWER
ELASOMETRIC SHEET ROOFING
EXISTING TO REMAIN
ELECTRIC WATER COOLER
EMERGENCY SHOWER AND EYE
WASH
EXCAVATE(D)
EXHAUST
EXISTING
EXPOSED
EXTERIOR
FAHRENHEIT
FIRE ALARM
FLOOR BOX
FAN COIIL UNIT
FLOOR DRAIN
FIRE DEPT CONNECTION
FOUNDATION
FIRE DEPT VALVE
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISHED FLOOR
FIRE HYDRANT
FIRE HOSE CABINET
FIRE HOSE RACK
FINISH (ED)
FIXTURE
FLEXIBLE
FLOOR
FIRE PROTECTION
FEET PER MINUTE
FEET PER SECOND
FIRE RETARDANT/ RESISTANT
FIBERGLASS REINFORCED
PANEL/ POLYESTER/ PLASTIC
FIRE RESISTANT TREATED
FREEZER
FEET
FOOTING
GAGE (GAUGE)
GALLON(S)
GALVANIZED
GENERAL CONTRACTOR
GENERAL
GROUND FAULT CIRCUIT
INTERRUPTER
GLASS FIBER REINFORCED
CONCRETE
GLASS FIBER REINFORCED
PLASTER
GLASS/GLAZING
GROUND POLISHED CONCRETE
GROUT
GYPSUM WALL BOARD
HOSE BIBB
HEAD
HUB DRAIN
HARDWOOD
HARDWARE
HELIUM
HEXAGON
HOLLOW METAL
ELECTROMAGNETIC HOLD OPEN
HOLD DIMENSION
HORIZONTAL
HIGH POINT
HORSEPOWER
HIGH PERFORMANCE COATING
HOUR
HOUSEKEEPING
HOLLOW STRUCTURAL SHAPE
HEIGHT
HEATING, VENTILATING & AIR
CONDITIONING
HOT WATER
HEAD WELDED STUD
HYDROGEN
INSIDE DIAMETER/DIMENSION
INSULATED METAL PANEL
INCH(ES)
INCLUDE
INFORMATION
INSULATION/INSULATED
INTEGRAL
INVERT
INVERT ELEVATION
JANITOR
JANITOR CLOSET
JUNCTION BOX
JOIST
JOINT
KIP (1000 LB)
KNEE SPACE OPENING
KICK PLATE
KILOVOLT
KILOWATTS
KILOWATT HOUR
ANGLE
LENGTH /LONG
LABORATORY
LOCAL AREA NETWORK
LAVATORY
POUND(S) /LBS
LEVEL
LINEAR FOOT
LAB FURNISHINGS CONTRACTOR
9
ST A
F
EL
ELEC
ELEV
EMBED
EMER
EMT
ENCL
ENTR
EP
EPO
EPT
EPX
EQ
EQUIP
ES
ESR
ETR
EWC
EWS
8
IA
H
DW
DWG
DWR
DWTR
E
EA
EC
ED
EEW
EF
EFG
EFM
EH
EIFS
7
RN
J
AT
AIR
AIR BARRIER
ANCHOR BOLT
AIR CONDITIONING
ACCESSIBLE
ADDENDUM
ADDITIONAL
ADJACENT
ADMINISTRATIVE
ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL
AFF
ABOVE FINISHED FLOOR
AGGR
AGGREGATE
AHJ
AUTHORITIES HAVING
JURISDICTION
AHU
AIR HANDLING UNIT
AIC
AMP INTERRUPTING CAPACITY
ALT
ALTERNATE
ALUM
ALUMINUM
AMP
AMPERE
AMPC
ACOUSTIC METAL PAN CEILING
AOR
AREA OF REFUGE
AP
ACCESS PANEL
APC
ACOUSTIC PANEL CEILING
APPROX APPROXIMATE
AR
ANCHOR ROD
AR
ARGON
ARCH
ARCHITECTURAL/ ARCHITECT
ARCH PCC PRECAST CONCRETE ARCHITECTURAL FINISH
ASPH
ASPHALT
ASSY
ASSEMBLY
AT
AIR TERMINAL DEVICE
AUTO
AUTOMATIC
AV
AUDIO VISUAL
AVE
AVENUE
AVG
AVERAGE
AVTR
ACID VENT THROUGH ROOF
AW
ACID WASTE
AWC
ACOUSTIC WOOD CEILING
AWP
ACOUSTICAL WALL PANEL
BD
BOARD
BITUM
BITUMINOUS
BL
BORROWED LIGHT
BLDG
BUILDING
BLKG
BLOCKING/ BLOCK
BLKT
BLANKET
BM
BENCH MARK
BOD
BASIS OF DESIGN
BOS
BOTTOM OF STEEL
BPL
BASE PLATE
BRG
BEARING
BRK
BRICK
BSL
BIO SAFETY LEVEL
BSMT
BASEMENT
BTU
BRITISH THERMAL UNIT
BTUH
BRITISH THERMAL UNIT PER
HOUR
BTWN
BETWEEN
BUR
BUILT-UP ROOFING
C
CHANNEL
C/C
CENTER TO CENTER
CAB
CABINET
CAP
CAPACITY
CB
CATCH BASIN
CC
CUBICLE CURTAIN
CFCI
CONTRACTOR FURNISHED
CONTRACTOR INSTALLED
CFMF
COLD FORM METAL FRAMING
CFOI
CONTRACTOR FURNISHED
OWNER INSTALLED
CH BD
CHALKBOARD
CHWS/R
CHILLED WATER
SUPPLY/RETURN
CI
CAST IRON
CIP
CAST IN PLACE CONCRETE
CIRC
CIRCULATE/CIRCULATING
CJ
CONTROL JOINT
CK
CORK FLOORING
CL
CENTERLINE
CLG
CEILING
CLO
CLOSET
CLR
CLEAR
CM
CONSTRUCTION MANAGER
CMU
CONCRETE MASONRY UNIT
CO
CARBON MONOXIDE
CO
CLEANOUT
CO2
CARBON DIOXIDE
COL
COLUMN
COMB
COMBINATION/ COMBINED
COMP
COMPOSITE
CONC
CONCRETE
COND
CONDENSATE
CONF
CONFERENCE
CONN
CONNECTION/CONNECT
CONSTR
CONSTRUCTION
CONT
CONTINUOUS/ CONTINUE
CONTR
CONTRACT(OR)
CONV
CONVECTOR
CORR
CORRIDOR
CP
CONTROL PANEL
CPT
CARPET
CR
CARD READER
CS
CUP SINK
CSK
COUNTERSINK
CT
CERAMIC TILE
CTR
CENTER
CU
CUBIC
CU FT
CUBIC FEET
CU YD
CUBIC YARD(S)
CUH
CABINET UNIT HEATER
CW
COLD WATER
CW
CURTAIN WALL
D
DEPTH
DBL
DOUBLE
DEPT
DEPARTMENT
DH
DOUBLE HUNG
DIA
DIAMETER
DIAG
DIAGONAL
DIFF
DIFFERENCE
DIFF
DIFFUSER
DIM
DIMENSION
DIR
DIRECTION
DISP
DISPENSER
DISTR PNL DISTRIBUTION PANEL
DIV
DIVISION
DL
DEAD LOAD
DL
DIVIDED LITES
DN
DOWN
DO
DOOR OPERATOR
DPTN
DEMOUNTABLE PARTITION
DR
DOOR
DS
DOWNSPOUT
DTL
DETAIL
6
L IC
E
K
@
A
AB
AB
AC
ACC
ADD
ADDL
ADJ
ADMIN
AESS
5
J OH
2
1
8
9
10
A
Rev. No.
3
5
6
7
8
9
10
GENERAL SHEET NOTES
LEGEND
FLOOR PLAN
1.
THE CONTRACTOR IS REQUESTED TO EXERCISE CARE DURING
CONSTRUCTION TO MINIMIZE DAMAGE TO, OR EXCESSIVELY SOILING
ADJACENT WALLS, FLOORS, CEILINGS & ALL OTHER BUILDING
ELEMENTS THAT ARE NOT INDICATED TO BE REMOVED OR
DEMOLISHED; THE CONTRACTOR OR THE CONTRACTOR'S
SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE COST TO CLEAN,
REPAIR, OR REPLACE ALL DAMAGED OR EXCESSIVELY SOILED
ELEMENTS NOT SPECIFIED TO BE REMOVED OR DEMOLISHED & FOR
WHICH THE CONTRACTOR OR THE CONTRACTOR'S SUBCONTRACTORS
ARE RESPONSIBLE; ELEMENTS TO BE REPLACED SHALL BE REPLACED
WITH LIKE OR BETTER QUALITY.
(E) WALLS TO REMAIN
K
(E) ELEMENTS TO REMAIN
14
16
(E) WALLS TO BE REMOVED
18
(E) ELEMENTS TO BE REMOVED
(E) OFFICE
538C
21
PORTION OF (E) VCT
FLOOR TO BE REMOVED
2
12
(E) CHEMISTRY
540
J
9
20
(E) CHEMISTRY 19
538
3
6
1
1
REFLECTED CEILING PLAN
4
12
17
3.
(E) CEILING SYSTEM TO REMAIN
12
12
(E) PREP ROOM
538B
15
14
2
H
12
18
CUTTING & PATCHING EXISTING FLOORS IN THE PROJECT AREA OR AT
ADJACENT PROJECT AREAS
B. FLOORS OR FLOOR TRANSITIONS IN THE FLOOR PLAN ARE
SHOWN ONLY WITHIN THE ROOMS WITHIN THE PROJECT AREA
OR AT ADJACENT AREAS KNOWN TO BE AFFECTED BY THE
WORK IN THE PROJECT AREA; THE INDICATED DEMOLITION
AREAS DO NOT TAKE INTO CONSIDERATION THE EXISTING
FLOOR AREAS WITHIN THE PROJECT AREA THAT ARE NOT
INDICATED TO BE DEMOLISHED, BUT THAT MUST BE PARTIALLY
REMOVED, CUT, OR PATCHED TO FACILITATE THE INSTALLATION
OF THE NEW, & MODIFICATION TO THE EXISTING, M, E, & P
INFRASTRUCTURE; THE CONTRACTOR SHALL THOROUGHLY
REVIEW THE M, E, & P SCOPES OF WORK, SURVEY THE
PROJECT AREA, & PROVIDE A COMPREHENSIVE ALLOWANCE
FOR ALL REQUIRED FLOOR WORK IN THE CONTRACTOR'S
CONSTRUCTION COST ESTIMATE.
(E) 2' x 4' LIGHT FIXTURE
(E) 4' x 4' LIGHT FIXTURE
12
3
(E) PREP ROOM
538A
8
4.
FD
11
(E) SUSPENDED CEILING TO
BE REMOVED
3
INSTALL BACKING PLATES
THE CONTRACTOR SHALL CAREFULLY EXAMINE ALL CONSTRUCTION
DOCUMENTS TO IDENTIFY ALL LOCATIONS WHERE ALL IN-WALL
BACKING PLATES ARE REQUIRED TO SUPPORT ITEMS MOUNTED TO
THE EXISTING PLASTER WALLS; BACKING PLATES ARE REQUIRED FOR
ITEMS INCLUDING BUT NOT LIMITED TO:
10
G
·
9
± 17' - 1"
(E) CORRIDOR
C501
(E) LIGHTING
CONTROLS
AT ALL TIMES
2' - 0"
MIN.
(E) EP
7
CORRIDOR MAINTAIN
5' - 0" MIN. CLEAR
5
(E) DIFFUSERS TO BE REMOVED
·
·
C-28429
EXP.12-31-15
RENEWAL
DATE
O F CA L I F O
DATE SIGNED 11/05/2014
5.
SEE 3/A-901 FOR TYPICAL CEILING DETAILS.
6.
LIMITED 4TH FLOOR WORK ROOMS 444, 444A, B & C: UTILITIES:
POWER, WATER, GASES, WASTE, ETC., SERVING THE 5TH FLOOR
TEACHING LABORATORY 538 AND SUPPORT SPACES 538A, B & C,
ARE FEED FROM BELOW THE 5TH FLOOR SLAB FROM THE 4TH FLOOR
INTERSITIUAL SPACE. COORDINATE WITH THE UNIVERSITY, FACULTY &
STAFF ACCESS TO ROOMS 444, 444A, B & C AND THE FOLLOWING:
538, 538A, 538B, & 538C DEMOLITION PLAN
1
Stamps & Approvals
F
A. ROOMS 444, 444A, B & C ARE TO REMAIN OPERATIONAL
DURING SCHOOL HOURS. COORDINATE WITH UNIVERSITY AFTER
HOURS WORK SCHEDULE INCLUDING WEEKEND WORK.
1/4" = 1'-0"
B. ALL EXISTING WORK & STUDY SURFACES, CASEWORK,
EQUIPMENT, FIXTURES, FLOORS, ETC., ARE TO BE PROTECT
FROM DAMAGE, DIRT, DUST, ETC. DURING AFTER HOURS WORK
SESSIONS AND ROOMS 444 & 444A, B & C ARE TO BE RETURNED
TO THEIR ORIGINAL CONDITION EACH AND EVERYMORNING
BEFORE FIRST CLASSES UNTIL THIS PORTION OFWORK IS
COMPLETE.
SHEET KEYNOTES
3
FLOOR PLAN
2
1.
REMOVE ALL (E) CASEWORK, LABORATORY
EQUIPMENT, HOODS, PLUMBING FIXTURES, FITTINGS,
IN THEIR ENTIRETY. CAP UTILITIES PER MECHANICAL,
PLUMBING, AND ELECTRICAL DEMO DRAWINGS;
S.M.D., S.P.D., AND S.E.D.
C. REMOVE AND REINSTALL THE EXISTING SUSPENDED PANEL
CEILING SYSTEM, AS NECESSARY TO PERFORM SCOPE OFWORK
UNTIL THIS PORTION OF wORK IS COMPLETE.
2.
REMOVE ALL EXISTING VCT FLOORING.
D. UPON COMEPLETION OF WORK REMOVE AND REPLACE ALL
EXISTING SUSPENDED CEILING PANELS WITH NEW OWNER
PROVIDED CEILING PANELS.
(E) OFFICE
538C
3.
REMOVE (E) DOOR AND FRAME.
4.
REMOVE (E) SINK, CAP WATER PIPING.
1
5.
BLOCK OUT FOR (N) PANEL. FIELD VERIFY.
6.
(E) EPOXY FLOORING TO REMAIN. PATCH & REPAIR
TO CONFORM TO (N) LAB LAYOUT.
7.
PROVIDE SOLID BARRIER TO PREVENT ACCESS TO
CONSTRUCTION AREA & TO CONTAIN DUST &
DEBRIS DURING CONSTRUCTION. MAINTAIN 5'-0"
CORRIDOR WIDTH AT ALL TIMES DURING
CONSTRUCTION.
E
2
3
(E) CHEMISTRY
540
E
N
K
(E) PREP/INSTRUMENT
ROOM
540A
(E) LIGHT FIXTURE TO BE
REMOVED
ED A RCH
NS M . M I C I
T
1
·
1
DOOR HARDWARE;
SIGNAGE
SEISMIC RESTRAINTS & OTHER WALL MOUNTED ELEMENTS
REQUIRING REINFORCEMENT.
METAL LABORATORY CASEWORK, BENCHTOP, &
MISCELLANEOUS LABORATORY FURNISHINGS;
MISCELLANEOUS M, E, & P ELEMENTS;
OTHER WALL MOUNTED ELEMENTS REQUIRING
REINFORCEMENT.
ST A
F
8
G
CT
T E OW
·
13
H
(E) DIFFUSERS TO REMAIN
2
NOTE: UNIVERSITY TO BE
RESPONSIBLE FOR DEMOLITION
SCOPE. SEE INCREMENT 02 SCOPE
OF WORK ON DRAWING A-001 "SCOPE
OF WORK / INCREMENTS 01 & 02".
J
A. UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL EXISTING
FLOORS IN THE PROJECT AREA SHALL REMAIN IN PLACE & BE
PATCHED.
12
540 & 54A WORK COMPLETED UNDER INCREMENT 01
DSA APPLICATION 02-113762
CONTRACTOR TO CONFIRM CURRENT CONDITIONS PRIOR TO
CONSTRUCTION
THE BASES OF DESIGN FOR THE NEW OR MODIFIED SCOPES OF WORK
ARE BASED ON A REVIEW OF THE AS-BUILT DOCUMENTS RECEIVED
FROM THE OWNER & ON A LIMITED FIELD SURVEY OF THE RELEVANT
PROJECT AREA. THE DETAILS PROVIDED ARE ASSUMED TO
GENERALLY REFLECT THE ACTUAL EXISTING CONDITION HOWEVER
THEIR ACCURACY MUST BE VERIFIED. THE CONTRACTOR OR
SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THOROUGHLY
SURVEYING THE PROJECT AREA TO VERIFY LOCATION OF ALL
STRUCTURAL, LIFE SAFETY AND INTERNAL MECHANICAL, ELECTRICAL,
& PLUMBING ELEMENTS PRIOR TO CONSTRUCTION & SHALL PLAN FOR
TEMPORARY WORK TO PROVIDE TEMPORARY SUPPORT OR TO
MAINTAIN SERVICES THAT CANNOT BE INTERRUPTED FOR EXTENDED
PERIODS OF TIME.
10' - 8"
3
3
2.
K
IA
3
CONTRACTOR TO EXERCISE CARE
RN
4
L IC
E
3
J OH
2
1
7.
4
D
8.
NOT USED.
1
1
Project Key Plan
E
LIMITED 5TH FLOOR WORK CORRIDOR C501: CORRIDOR C501 ARE TO
REMAIN OPERATIONAL DURING SCHOOL HOURS AND FREE OF ANY
BARRIERS OR
OBSTRUCTIONS. THE EXISTING CORRIDOR WIDTH IS
8'-0". THE MINIMUM CORRIDOR WIDTH THAT IS REQUIRE AND MOST BE
MAINTAINED DURING CONSTRUCTION IS 5'-0". CONTRACTOR IS
REQUIRED TO PROVIDE A BARRIER THAT SEPARTES THE AREA OF
WORK FROM THE CORRIDOR AND CANTAINS ALLDIRT, DUST, ETC.
WITIN THE AREA OF WORK. WORK IN CORRIDOR C501 INCLUDES BUT IS
NOT LIMITED TO THE FOLLOWING:
A. REMOVE AND REPLACE OF EXISTING PARTITION.
B. REMOVE AND REINSTALL EXISTING SUSPENDED PANEL CEILING
SYSTEM; INSTALL NEW OWNER PROVIDED SUSPENDED CEILING
PANELS AS NECESSARY TO REPLACE PANELS DAMAGED
DURNING CONSTRUCTION.
3
REMOVE PORTION OF EXISTING WALL. SEE A-202
FOR ADDITIONAL INFORMATION.
1
10. (E) FLOOR DRAIN TO BE REMOVED & REPLACED,
S.P.D.
3
1
Rev
01/27/15 Addendum 3
12/05/14 BID SET
Date
Description
D
Project Title
9.
1
C. FLOOR AND WALL PATCH & REPAIR.
D. PAINTING.
E. ROUTING OF DUCTWORK, UTILITIES, ETC.
11. REMOVE (E) EMERGENCY SHOWER. CAP PLUMBING;
S.P.D.
(E) PREP ROOM
538B
3
1
13. (E) RESILIENT FLOORING (VCT) TO REMAIN.
PROTECT, IF POSSIBLE FROM DAMAGE. REMOVE &
REPLACE FLOOR TILES DAMAGED DURING
CONSTRUCTION. REPLACEMENT TILES TO MATCH
EXISTING FLOOR TILES. COORDINATE WITH
UNIVERSITY FACILITIES SERVICES.
(E) PREP ROOM
538A
17. REMOVE (E) WALL MOUNTED UPPER CABINET IN ITS
ENTIRETY.
18. REMOVE (E) BOOKCASE IN ITS ENTIRETY.
(E) PREP/INSTRUMENT
ROOM
540A
Project Phase
21. REMOVE EXISTING CLOSURE PANEL SET WITHIN HM
DOOR FRAME.
Date
538, 538A, 538B, & 538C DEMOLITION
REFLECTED CEILING PLAN
REMOVE (E) SUSPENDED ACOUSTICAL PANEL
CEILING
IN IT'S ENTIRETY.
2.
REMOVE (E) WINDOW COVERING IN IT'S ENTIRETY.
3.
REMOVE (E) HOOD - SEE 1/A-201.
4.
EXISTING MTL. PARTITION WALL WITH GYP. BD.
FINISH ON ROOM 540 SIDE ONLY, & EXISTING HM
DOOR FRAME TO REMAIN.
Drawn By
08/22/14
FLAD
Project Number
Checked By
13389-01
FLAD
Sheet Title
538, 538A, 538B, 538C
DEMO FLOOR PLAN &
DEMO REFLECTED CEILING
PLAN
3
Sheet Number
1/4" = 1'-0"
2
A-201
3
4
5
6
7
8
B
100% CONSTRUCTION DOCUMENTS
REFLECTED CEILING PLAN
1.
C
3
20. EXISTING MTL. PARTITION WALL WITH GYP. BD. FINISH
ON ROOM 540 SIDE ONLY, & EXISTING HM DOOR
FRAME TO REMAIN.
(E) CORRIDOR
C501
A
CALIFORNIA
STATE
UNIVERSITY
SEQUOIA
HALL, 5TH FLOOR
SACRAMENTO
ORGANIC CHEMISTRY LAB
REMODEL
1
19. ASBESTOS ABATEMENT: CONTRACTOR TO
COORDINATE WORK WITH WORK PERFORMED BY
OWNER'S ASBESTOS ABATEMENT CONTRACTOR.
3
1/27/2015 11:48:15 AM
C. SPECIFICATIONS SECTIONS:
078413 - PENETRATION FIRE-STOPPING
078446 - FIRE-RESISTIVE JOINT SYSTEMS
16. REMOVE (E) TALL CABINETS IN THEIR ENTIRETY.
1
1
THROUGH-PENETRATION FIRE-STOPPING: CONTRACTOR TO PROVIDE
APPROPIATE U.L. LISTED THROUGH-PENTRATION FIRE-STOPPING
SYSTEM AT FIRE-RESISTANT/RATED WALL & HORIZONTAL
ASSEMBLIES.
B. SEE ARCHITECTURAL DETAILS & MEP DRAWINGS FOR FIRERESISTANCE / RATED DETAILS.
15. LAB TO REMAIN OPERATIONAL DURING INCREMENT
02 CONSTRUCTION.
2
9.
A. FIRE-RESISTANCE / RATED ASSEMBLIES
1) HORIZONTAL = 2 HOUR RATED
2) WALL = 2 HOUR RATED (AS NOTED ON PLANS)
1
14. REMOVE EXISTING HOOD IN IT'S ENTIRETY AND CAP
UTILITIES; S.M.D, S.P.D, & S.E.D.
NOTE: UNIVERSITY TO BE
RESPONSIBLE FOR DEMOLITION
SCOPE. SEE GENERAL SHEET NOTES
FOR DEMOLITION SCOPE THE G.C.
IS RESPONSIBLE TO PERFORM.
ASBESTOS ABATEMENT: CONTRACTOR TO COORDINATE WORK WITH
WORK PERFORMED BY OWNER'S ASBESTO ABATEMENT
CONSTRACTOR.
12. REMOVE (E) LAB BENCH IN ITS ENTIRETY.
C
B
8.
9
10
Rev. No.
3
A
6
7
8
9
10
GENERAL SHEET NOTES
LEGEND
1.
± 7' - 8"
(E) PARTITION TO REMAIN
PREP ROOM
538-C
14
1
3
(E) CHEMISTRY LAB
540
CHEMISTRY LAB
538
1
ACC
60"X60"
17
538C-1
1
15
J
4" X 20ga. (VERIFY WIDTH OF (E)
STUDS) @ 16" O.C. FULL HEIGHT,
5/8" TYPE GYP. BD. EACH SIDE,
EXTEND WALL FINISH TO 6"MIN
ABV. CEILING WALL FINISH, PREP
ROOM SIDE; TO ALIGN FLUSH
WITH (E) ADJACENT PREP ROOM
WALL FINISH.
1
3
538C-2
± 10' - 8" VERIFY
1' - 0"
FE
± 4' - 4"
5
CL OF EXTINGUISHER
2' - 10"
VERIFY
16
11
7
ACT-?
?'-?"
± 7' - 9" (EQ.)
6' - 3"
CENTERLINE OF WALL
ALIGN,
TYP.
1
2.
6" X 20ga. (VERIFY WIDTH OF (E)
STUDS) @ 16" O.C. FULL HEIGHT,
5/8" TYPE GYP. BD. EACH SIDE,
EXTEND WALL FINISH TO 6"MIN
ABV. CEILING WALL FINISH,
CORRIDOR SIDE, TO ALIGN FLUSH
WITH (E) ADJACENT CORRIDOR
WALL FINISH.
ALIGN,
TYP.
± 7' - 9" (EQ.)
THE CONTRACTOR IS REQUESTED TO EXERCISE CARE DURING
CONSTRUCTION TO MINIMIZE DAMAGE TO, OR EXCESSIVELY SOILING
ADJACENT WALLS, FLOORS, CEILINGS & ALL OTHER BUILDING
ELEMENTS THAT ARE NOT INDICATED TO BE REMOVED OR
DEMOLISHED; THE CONTRACTOR OR THE CONTRACTOR'S
SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE COST TO CLEAN,
REPAIR, OR REPLACE ALL DAMAGED OR EXCESSIVELY SOILED
ELEMENTS NOT SPECIFIED TO BE REMOVED OR DEMOLISHED & FOR
WHICH THE CONTRACTOR OR THE CONTRACTOR'S SUBCONTRACTORS
ARE RESPONSIBLE; ELEMENTS TO BE REPLACED SHALL BE REPLACED
WITH LIKE OR BETTER QUALITY.
(E) ELEMENT TO REMAIN
ALIGN
K
3.
1
OFFICE
538-B
2
2
ALIGN, TYP.
OFFICE
538-A
ALIGN, TYP.
DASH LINE REPRESENTS
ACC 30"X48"
HVAC RETURN GRILLE
3' - 0"
1' - 6"
1
4.
6' - 8"
5
ACC
54"X48"
1
±5'-4"
8
ALIGN
TYP.
538-B
G
SIM.
538-A
8
A-203
HVAC EXHAUST GRILLE
6
±1' - 6"
FLOOR PLAN
+/- 17' - 1"
2' - 0"
MIN.
(E) CORRIDOR
C501
(E) LIGHTING CONTROLS PANEL
1
2.
AT ALL TIMES
12
CORRIDOR MAINTAIN
5' - 0" MIN. CLEAR
(E) EP
+/- 9' - 2"
1.
3.
4.
F
1
FOR ADDITIONAL INFORMATION & LAB LAYOUT,
SEE Q-201, TYP.
FIFTH FLOOR PLAN- ORGANIC CHEMISTRY
1/4" = 1'-0"
E
9
10
3
PREP ROOM
538-C
7
12
(E) CHEMISTRY LAB
540
11' - 0"
1
TYP.
2' - 0"
4' - 8"
(E) ACT
9' - 0"
1' - 9"
4' - 6"
2
TYP.
(E) ACT
9' - 0"
(E) ACT
9' - 0"
1
TYP.
6
(E) ACT
9' - 0"
·
·
PROVIDE NEW EPOXY FLOORING TO MATCH EXISTING FLOOR
IN ROOM 538.
PROTECT (E) EPOXY FLOORING. PATCH & REPAIR FINISH AS
NECESSARY.
NEW SURFACE MOUNTED FIRE EXTINGUISHER. SEE 6/A-901
6.
NEW EMERGENCY EYE WASH & SHOWER UNIT. CENTER ON WALL
BETWEEN END FACE OF HOOD & FACE OF WALL DEFINING
BACKPACK STORGE CABINET.
7.
PATCH, REPAIR & FLOAT FLOORING TO BE SMOOTH & LEVEL &
APPLY NEW EPOXY FLOORING TO MATCH EXISTING, TYP.
8.
EXISTING FLOOR DRAIN TO REMAIN. ADJUST AS NECESSARY
TO HAVE TOP OF DRAIN FLUSH WITH EXISTING FLOOR.
9.
BLOCK OUT FOR (N) PANEL. FIELD VERIFY.
LIMITED 4TH FLOOR WORK ROOMS 444, 444A, B & C: UTILITIES:
POWER, WATER, GASES, WASTE, ETC., SERVING THE 5TH FLOOR
TEACHING LABORATORY 538 AND SUPPORT SPACES 538A, B & C,
ARE FEED FROM BELOW THE 5TH FLOOR SLAB FROM THE 4TH FLOOR
INTERSITIUAL SPACE. COORDINATE WITH THE UNIVERSITY, FACULTY &
STAFF ACCESS TO ROOMS 444, 444A, B & C AND THE FOLLOWING:
10. DASH LINES REPRESENT NEW FUME HOODS. SEE Q-201 FOR
ADDITIONAL INFORMATIONS.
11. HORIZONTAL ASSEMBLY: EXISTING CONCRETE FLOOR SYSTEM IS
2 HR. RATED. PROVIDE U.L. LISTED THROUGH-PENTRATION FIRESTOPPING SYSTEM AT ALL FLOOR PENTRATIONS.
C. REMOVE AND REINSTALL THE EXISTING SUSPENDED PANEL
CEILING SYSTEM, AS NECESSARY TO PERFORM SCOPE OFWORK
UNTIL THIS PORTION OF wORK IS COMPLETE.
12. PROVIDE SOLID BARRIER TO PREVENT ACCESS TO
CONSTRUCTION AREA & TO CONTAIN DUST & DEBRIS DURING
CONSTRUCTION. MAINTAIN 5'-0" CORRIDOR WIDTH AT ALL
TIMES DURING CONSTRUCTION.
D. UPON COMEPLETION OF WORK REMOVE AND REPLACE ALL
EXISTING SUSPENDED CEILING PANELS WITH NEW OWNER
PROVIDED CEILING PANELS.
7.
13. (E) RESILIENT FLOORING (VCT) TO REMAIN. PROTECT, IF
POSSIBLE FROM DAMAGE. REMOVE & REPLACE FLOOR TILES
DAMAGED DURING CONSTRUCTION. REPLACEMENT TILES TO
MATCH EXISTING FLOOR TILES. COORDINATE WITH UNIVERSITY
FACILITIES SERVICES. INSTALL NEW RUBBER BASE TO MATCH
EXISTING.
B. REMOVE AND REINSTALL EXISTING SUSPENDED PANEL CEILING
SYSTEM; INSTALL NEW OWNER PROVIDED SUSPENDED CEILING
PANELS AS NECESSARY TO REPLACE PANELS DAMAGED
DURNING CONSTRUCTION.
8.
ASBESTOS ABATEMENT: CONTRACTOR TO COORDINATE WORK WITH
WORK PERFORMED BY OWNER'S ASBESTO ABATEMENT
CONSTRACTOR.
9.
THROUGH-PENETRATION FIRE-STOPPING: CONTRACTOR TO PROVIDE
APPROPIATE U.L. LISTED THROUGH-PENTRATION FIRE-STOPPING
SYSTEM AT FIRE-RESISTANT/RATED WALL & HORIZONTAL
ASSEMBLIES.
REFLECTED CEILING PLAN
1
1.
2 x 2 ACOUSTICAL PANEL CEILING SYSTEM.
2.
2 x 4 LIGHT FIXTURE. S.E.D.
3.
SUPPORT DIFFUSER. S.M.D.
4.
RETURN DIFFUSER, S.M.D.
5.
CEILING MOUNTED FLAT PANEL DISPLAYS NOT IN CONTRACT
(N.I.C.). FOR DISPLAY MOUNTING ASSEMBLY, IN CONTRACT,
SEE DETAIL 9/A-203.
6
1
TYP.
A. FIRE-RESISTANCE / RATED ASSEMBLIES
1) HORIZONTAL = 2 HOUR RATED
2) WALL = 2 HOUR RATED (AS NOTED ON PLANS)
1
6.
NEW SUSPEND ACOUSTICAL CEILING SYSTEM; SEE DETAILS 3 &
9/A- 901. CEILING HEIGHT TO MATCH HEIGHT OF EXISTING
CEILING. VERIFY HEIGHT ABOVE FINISH FLOOR, TYP.
7.
HOOD NOT TO BE PROVIDED WITH CLOSURE SHROUD.
EXHAUST DUCTS & UTILITIES TO BE EXPOSED. PAINT ALL
EXPOSED UTILITY PIPING & DUCTS TO MATCH HOOD COLOR.
8.
PATCH & REPAIR SUSPEND ACOUSTICAL PANEL CEILING
SYSTEM TO CONFORM TO RECONFIGURED ROOM LAYOUT.
9.
PROVIDE CLOSURE SHROUDS U.N.O.
B. SEE ARCHITECTURAL DETAILS & MEP DRAWINGS FOR FIRERESISTANCE / RATED DETAILS.
C. SPECIFICATIONS SECTIONS:
078413 - PENETRATION FIRE-STOPPING
078446 - FIRE-RESISTIVE JOINT SYSTEMS
Project Title
A
FOR ADDITIONAL INFORMATION & LAB LAYOUT,
SEE Q-201, TYP.
6
7
12. EXISTING MTL. PARTITION WALL WITH GYP. BD. FINISH ON ROOM
540 SIDE ONLY, & EXISTING HM DOOR FRAME TO REMAIN.
Date
1
B
Drawn By
08/22/14
FLAD
Project Number
Checked By
13389-01
FLAD
Sheet Title
538, 538A, 538B, & 538C
FLOOR PLAN & REFLECTED
CEILING PLAN
3
Sheet Number
A-202
13. PROVIDE NEW 5/8" GYP. BD. FINISH & PAINT.
8
CALIFORNIA
STATE
UNIVERSITY
SEQUOIA
HALL, 5TH FLOOR
SACRAMENTO
C
100% CONSTRUCTION DOCUMENTS
FOR INSTALLATION OF DISPLAY MOUNTING SYSTEM SEE DETAIL
9/A-203. FINAL INSTALLATION LOCATION TO BE DETERMINED IN THE
FIELD. COORDINATE WITH UNIVERSITY FACILITIES SERVICES,
FACULTY & ARCHITECT.
1/27/2015 11:48:15 AM
D
Project Phase
11. FLAT SCREEN MONITOR CEILING MOUNTING SYSTEM: BASIS OF
DESIGN CHEIF PROFESSIONAL AV SOLUTIONS.
5
01/27/15 Addendum 3
12/05/14 BID SET
Date
Description
ORGANIC CHEMISTRY LAB
REMODEL
A. LARGE PLAT PANEL LCM SINGLE DISPLAY SERIES: LCM1U.
B. MOUNTING PLATE: CMA110.
C. FIXED COLUMN: CMS SERIES; VERIFY LENGTH IN FIELD.
4
3
1
Rev
E. ROUTING OF DUCTWORK, UTILITIES, ETC.
(E) PREP ROOM
540A
3
E
C. FLOOR AND WALL PATCH & REPAIR.
CHEMISTRY LAB
538
(E) CORRIDOR
C501
2
Project Key Plan
LIMITED 5TH FLOOR WORK CORRIDOR C501: CORRIDOR C501 ARE TO
REMAIN OPERATIONAL DURING SCHOOL HOURS AND FREE OF ANY
BARRIERS OR
OBSTRUCTIONS. THE EXISTING CORRIDOR WIDTH IS
8'-0". THE MINIMUM CORRIDOR WIDTH THAT IS REQUIRE AND MOST BE
MAINTAINED DURING CONSTRUCTION IS 5'-0". CONTRACTOR IS
REQUIRED TO PROVIDE A BARRIER THAT SEPARTES THE AREA OF
WORK FROM THE CORRIDOR AND CANTAINS ALLDIRT, DUST, ETC.
WITIN THE AREA OF WORK. WORK IN CORRIDOR C501 INCLUDES BUT IS
NOT LIMITED TO THE FOLLOWING:
A. REMOVE AND REPLACE OF EXISTING PARTITION.
3
10. CEILING EXTENDS TO FACE OF HOOD SHROUD U.N.O. SEE Q-201
FOR ADDITIONAL INFORMATION PERTAINING TO LAB LAYOUT.
1
F
D. PAINTING.
OFFICE
538-B
1/4" = 1'-0"
O F CA L I F O
1
B. ALL EXISTING WORK & STUDY SURFACES, CASEWORK,
EQUIPMENT, FIXTURES, FLOORS, ETC., ARE TO BE PROTECT
FROM DAMAGE, DIRT, DUST, ETC. DURING AFTER HOURS WORK
SESSIONS AND ROOMS 444 & 444A, B & C ARE TO BE RETURNED
TO THEIR ORIGINAL CONDITION EACH AND EVERYMORNING
BEFORE FIRST CLASSES UNTIL THIS PORTION OFWORK IS
COMPLETE.
B
2
EXP.12-31-15
RENEWAL
DATE
A. ROOMS 444, 444A, B & C ARE TO REMAIN OPERATIONAL
DURING SCHOOL HOURS. COORDINATE WITH UNIVERSITY AFTER
HOURS WORK SCHEDULE INCLUDING WEEKEND WORK.
6
5
TYP.
5TH FLOOR REFLECTED CEILING PLAN
C-28429
DATE SIGNED 11/05/2014
6.
17. PROVIDE NEW DOOR PER 5/A-901.
CENTERLINE OF MOUNT,
TYP.
N
Stamps & Approvals
SEE 3/A-901 FOR TYPICAL CEILING DETAILS.
1
5.
E
5.
15. EXISTING MTL. PARTITION WALL WITH GYP. BD. FINISH ON ROOM
540 SIDE ONLY, & EXISTING HM DOOR FRAME TO REMAIN.
1
2
TYP.
OFFICE
538-A
PROVIDE VCT TILE FROM MANUFACTURER'S STANDARD LINE OF
PATTERNS & COLORS FOR ARCHITECT'S SELECTION.
16. PROVIDE NEW 5/8" GYP. BD. FINISH & PAINT. PAINT TO INCLUDE
PAINT OF HM DOOR FRAME.
11
TYP.
C
TYP.
1
TYP.
CENTERLINE OF COLUMN
·
14. PARTIAL HEIGHT PARTITION FULL LENGTH OF WINDOW SYSTEM
SEE DETAIL 11/A-904.
6
13
1
1
9
A-203
D
·
NEW DOOR TO MATCH EXISTING. SEE 4/A-901.
DOOR HARDWARE;
SIGNAGE
SEISMIC RESTRAINTS & OTHER WALL MOUNTED ELEMENTS
REQUIRING REINFORCEMENT.
METAL LABORATORY CASEWORK, BENCHTOP, &
MISCELLANEOUS LABORATORY FURNISHINGS;
MISCELLANEOUS M, E, & P ELEMENTS;
OTHER WALL MOUNTED ELEMENTS REQUIRING
REINFORCEMENT.
ED A RCH
NS M . M I C I
K
+/- 7' - 11"
·
CL OF EXTINGUISHER
G
T
(E) PREP ROOM
540A
INSTALL BACKING PLATES
ST A
9
H
CT
T E OW
12".
MIN.
1' - 6"
13
CUTTING & PATCHING EXISTING FLOORS IN THE PROJECT AREA OR AT
ADJACENT PROJECT AREAS
THE CONTRACTOR SHALL CAREFULLY EXAMINE ALL CONSTRUCTION
DOCUMENTS TO IDENTIFY ALL LOCATIONS WHERE ALL IN-WALL
BACKING PLATES ARE REQUIRED TO SUPPORT ITEMS MOUNTED TO
THE EXISTING PLASTER WALLS; BACKING PLATES ARE REQUIRED FOR
ITEMS INCLUDING BUT NOT LIMITED TO:
SHEET KEYNOTES
FE
J
B. FLOORS OR FLOOR TRANSITIONS IN THE FLOOR PLAN ARE
SHOWN ONLY WITHIN THE ROOMS WITHIN THE PROJECT AREA
OR AT ADJACENT AREAS KNOWN TO BE AFFECTED BY THE
WORK IN THE PROJECT AREA; THE INDICATED DEMOLITION
AREAS DO NOT TAKE INTO CONSIDERATION THE EXISTING
FLOOR AREAS WITHIN THE PROJECT AREA THAT ARE NOT
INDICATED TO BE DEMOLISHED, BUT THAT MUST BE PARTIALLY
REMOVED, CUT, OR PATCHED TO FACILITATE THE INSTALLATION
OF THE NEW, & MODIFICATION TO THE EXISTING, M, E, & P
INFRASTRUCTURE; THE CONTRACTOR SHALL THOROUGHLY
REVIEW THE M, E, & P SCOPES OF WORK, SURVEY THE
PROJECT AREA, & PROVIDE A COMPREHENSIVE ALLOWANCE
FOR ALL REQUIRED FLOOR WORK IN THE CONTRACTOR'S
CONSTRUCTION COST ESTIMATE.
CENTERLINE OF SHOWER
8
A-203
CONTRACTOR TO CONFIRM CURRENT CONDITIONS PRIOR TO
CONSTRUCTION
A. UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL EXISTING
FLOORS IN THE PROJECT AREA SHALL REMAIN IN PLACE & BE
PATCHED.
HVAC SUPPLY GRILLE
H
K
THE BASES OF DESIGN FOR THE NEW OR MODIFIED SCOPES OF WORK
ARE BASED ON A REVIEW OF THE AS-BUILT DOCUMENTS RECEIVED
FROM THE OWNER & ON A LIMITED FIELD SURVEY OF THE RELEVANT
PROJECT AREA. THE DETAILS PROVIDED ARE ASSUMED TO
GENERALLY REFLECT THE ACTUAL EXISTING CONDITION HOWEVER
THEIR ACCURACY MUST BE VERIFIED. THE CONTRACTOR OR
SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THOROUGHLY
SURVEYING THE PROJECT AREA TO VERIFY LOCATION OF ALL
STRUCTURAL, LIFE SAFETY AND INTERNAL MECHANICAL, ELECTRICAL,
& PLUMBING ELEMENTS PRIOR TO CONSTRUCTION & SHALL PLAN FOR
TEMPORARY WORK TO PROVIDE TEMPORARY SUPPORT OR TO
MAINTAIN SERVICES THAT CANNOT BE INTERRUPTED FOR EXTENDED
PERIODS OF TIME.
CEILING TYPE CLG HEIGHT AFF. NEW
CEILING HEIGHT TO MATCH EXISTING;
VERIFY IN FIELD.
2'x4' RECESSED LIGHT FIXTURE
10
CONTRACTOR TO EXERCISE CARE
IA
5
RN
4
L IC
E
3
J OH
2
1
9
10
Rev. No.
3
A
2
1
3
4
5
6
7
8
9
GENERAL SHEET NOTES
NEW DUCT; SEE MECHANICAL DRAWINGS
EXISTING 7GA WIRE-TRUSS STUD
WALL W/ (E) PLASTER EACH SIDE.
20 GA GALVANIZED STEEL UMBRELLA
FLASHING; FASTEN TO DUCT WITH
STAINLESS STEEL RING CLAMP
1
EXISTING MTL. STUD WALL
W/ 5/8" GYP. BD. EA. SIDE.
K
PROVIDE CONTINUOUS MASTIC SEAL AT SEAM
OF TAPERED FLASHING & NEW ROOFING
MTL. STUD WALL W/ 5/8" TYPE
'X' GYP. BD. EACH SIDE, TYP.
10
1.
CONTRACTOR TO REVIEW MECHANICAL,
PLUMBING AND ELECTRICAL DRAWINGS FOR
ROOF TOP EQUIPMENT LOCATIONS & ROOF
PENETRATIONS.
1
2.
CONTRACTOR TO PROTECT EXISTING ROOF
ASSEMBLY FROM DAMAGE DURING
CONSTRUCTION; AND PATCH & REPAIR ROOF AS
NECESSARY IF DAMAGE OCCURS.
3.
ALL ROOFING MATERIALS USED TO PATCH &
REPAIR ROOF TO BE EQUAL TO OR BETTER THAN
EXISTING ROOFING ASSEMBLY.
NEW GALVANIZED TAPERED FLASHING AROUND
DUCT
NEW PVC ROOFING TO MATCH EXISTING.
INSTALL PER MANUFACTURER'S
RECOMMENDATIONS & STANDARD DETAILS.
CANOPY OVER ENTRANCE
INCREMENT #2
K
4.
ANY EXISTING ROOF PENETRATIONS ABANDON
BECAUSE OF RECONSTRUCTION OR REROUTINGOF
MECHANICAL, PLUMBING, AND ELECTRICAL
SYSTEM
NEED TO BE PATCHED & SEALED WITH
ROOF DECKING SYSTEM EQUAL TO OR BETTER THAN
EXISTING.
WOOD DOOR
± 21' - 10" VERIFY
2
11
EXISTING ROOF DECK; VERIFY IN FIELD
DUCT PENETRATION
3 TYPICAL
NOT TO SCALE
1
3
(4) BOLT HOLES. SIZE
AS NECESSARY, TYP.
20 ga GALVANIZED STEEL STORM COLLAR;
FASTEN TO ALUMINUM INSULATION JACKET
WITH STAINLESS STEEL RING CLAMP
2 1/2"Ø STD. PIPE, TYP.
GALVANIZED SLEEVE AT PIPE PENETRATION
AT ROOF
1' - 0"
1/2"Ø EXP. ANCHOR W/ 2-1/2"
EMBEDMT. ANCHORS SHALL
BE ICC APPROVED FOR USE
IN CRACKED CONC., TYP.
G
OPEN TO ABOVE
8. ROOF DEMOLITION: IF IN THE COURSE OF REMOVING
THE EXISTING ROOFING SYSTEM HAZARDOUS
MATERIALS ARE DISCOVERED, CONTRACTOR TO STOP
WORK & NOTIFY OWNER &ARCHITECT IMMEDIATELY.
ELEVATOR MACHINE
EM600
STAIR
2
FAN ROOM
605
B. ROOF INSTALLATION DETAILS PROVIDED ON THIS
DRAWING & MEP DRAWINGS ARE CONCEPTUAL AND
ARE PROVIDED AS A BASIS OF DESIGN ONLY TO
PROVIDE GUIDELINES TO ROOFING CONTRACTOR. THE
CONTRACTOR IS REQUESTED TO PROVIDE AN
ALLOWANCE FORCOORDINATING WITH THE ROOFING
CONTRACTOR ALL NEW ROOF PENETRATIONS,
REQUIRED FLASHING & RE-ROOFING SCOPES OF
WORK WITH THE NEW MECHANICAL, ELECTRICAL, AND
PLUMBING SCOPES OF WORK.
EXISTING ROOF DECK; VERIFY IN FIELD
1
3
CANOPY OVER ENTRANCE
3/16"
1/2"Ø THREAD ROD TO
CLAMP W/ (2) NUTS, TYP.
F
PIPE CLAMP, TYP.
DISPLAY MOUNTING
PLATE, TYP.
SUSPENDED ACOUSTICAL
PANEL CEILING, TYP.
C-28429
EXP.12-31-15
RENEWAL
DATE
O F CA L I F O
DATE SIGNED 11/05/2014
UNISTRUT, TYP.
1' - 0"
3/8" STL. PLATE: SIZE & BOLT
HOLES TO MATCH DISPLAY
MOUNTING PLATE. PROVIDE
(4) 1/2"Ø THRU-BOLTS W/
WASHER & NUT, TYP.
N
Stamps & Approvals
P1546, TYP.
TYP.
E
T
P1000 UNISTURT BRACE; (2)
MIN. IN (2) DIRECTIONS,TYP.
ST A
C. ROOFING WARRANTY: THE UNIVERSITY'S ROOFING
WARRANTY FOR SEQUOIA HALL IS TO REMAIN INPLACE UPON COMPLETION OF THE PROJECT. ALL
ROOFING WORK IS REQUIURED TO BE PEFORMED BY
AN AUTHORIZED APPLICATOR OF THE ROOFING SYSTEM
CURRENTING INSTALLED TO ENSURE THAT THE ROOFING
WARRANTY IS NOT VOID & REMAINS IN PLACE.
45°
UNISTURT BRACE BEYOND
SHOWN DASHED.
ED A RCH
NS M . M I C I
K
2 1/2"Ø STD. PIPE, TYP.
G
CT
T E OW
PIPE PENETRATION
4 TYPICAL
NOT TO SCALE
EXISTING CONCRETE
JOIST/BEAM, TYP.
1
A. THE EXISTING ROOF IS A SINGLE-PLY PVC MEMBRANE
MECHANICALLY FASTEN OVER 2" THINK RIGID
INSULATION OVER EXISTING CONCRETE ROOF SLAB.
STILL ROOM
601
STL. PLATE, SEE DETAIL
A, TYP.
EXISTING CONCRETE
ROOF SLAB., TYP.
H
3
ROOFING
BASIS OF DESIGN
FAN ROOM
602
NEW PVC ROOFING TO MATCH EXISTING.
INSTALL PER MANUFACTURER'S
RECOMMENDATIONS & STANDARD DETAILS.
A STL. PLATE
FAN ROOM
603
COOLING TOWER AREA
14
PROVIDE CONTINUOUS MASTIC SEAL AT
SEAM OF COLLAR & ALUMINUM JACKET
12"x12"x3/8" STL. PLATE.
1 3/4" TYP.
AMOUNT OF ROOFING TO BE REMOVED, REPLACED,
PATCHED & REPAIR, IS APPROXIMATE FOR THE
BASIS OF DESIGN. CONTRACTOR TO FIELD VERIFY
THE EXTENT OF ROOFING TO BE REMOVED AND
REPLACE & IF THE QUALITY IS GREATER THAN
ILLUSTRATED, CONTRACTOR TO NOTIFY OWNER &
ARCHITECT IMMEDIATELY.
L IC
E
1 3/4" TYP.
1' - 0"
H
7.
6
FAN ROOM
604
NEW PIPE; SEE PLUMBING & MECHANICAL
DRAWINGS
TYP.
3/16"
LOCATION OF (E) EXHAUST FAN & AIR HANDLER IS
APPROXIMATE. CONTRACTOR TO FIELD VERIFY
LOCATIONS. ALSO SEE MECH DWGS.
1
± 14' - 0"
VERIFY
3" = 1'-0"
J
6.
3
10
NEW MTL. STUD WALL TO (E) TRUSS-STUD
WALL
8
8
1
CONTRACTOR RESPONSIBLE FOR ENSURING THAT
NEW ROOF WORK IS WEATHER TIGHT AND
INSTALLATION CONFORMS TO ROOF
MANUFACTURER'S RECOMMENDATIONS.
J OH
ALIGN WALL
FINISHES, TYP.
3
INCREMENT #1-NIC
02-113762
VERIFY
EXTEND (E) MTL. STUD WALL
TO CORRIDOR, TYP.
± 10' - 8"
20GA BEND SHT.
MTL. STIFFNER.
VERIFY
J
± 9' - 0"
5.
IA
6
RN
DOOR FRAME
12" MIN.
F
ROOFTOP SUPPORT BLOCK SET IN
ADHESIVE
1
ROOF LEGEND
ROOF DEMOLITION PLAN
1/16" = 1'-0"
1
(E) ROOFING TO BE REMOVED SEE ROOF PLAN.
SEALANT ALL SIDES, TYP.
DISPLAY MOUNTING
COLUMN. VERIFY REQUIRE
LENGTH IN FIELD.
NEW PVC ROOFING TO MATCH EXISTING.
INSTALL PER MANUFACTURER'S
RECOMMENDATIONS & STANDARD DETAILS.
B DISPLAY MOUNTING ASSEMBLY
EXISTING ROOF
ASSEMBLY, TYP.
E
(N) ROOFING ASSEMBLY: RIGID
INSULATION, PROTECTION BOARD,
ROOFING MEMBRANE, ETC. &
MANUFACTURER'S INSTALLATION
RECOMMENDATIONS & PROCDURES
TO MATCH EXISTING
CANOPY OVER ENTRANCE
Project Key Plan
E
6" MIN.
INCREMENT #2
P1546 UNISTURT ANGLE,
OR EQUAL, TYP. ANCHOR
CONC. W/1/2"Ø EXP. ANCHOR
W/ 2-1/2" EMBEDMT. ANCHORS
SHALL BE ICC APPROVED FOR
USE IN CRACKED CONC., TYP.
(E) ROOFING WORK FROM
INCREMENT 01 - FOR REFERENCE
ONLY; NOT-IN-CONTRACT.
ROOFTOP SUPPORT BLOCK
5 TYPICAL
NOT TO SCALE
5
P1000 UNISTRUT BRACE,
TYP.
45°
TYP
.
INCREMENT #1
02-113762
7
11
C UNISTRUT BRACE TO STRUCTURE
1
1
SHEET KEYNOTES
9
4
D
FLAT PANEL MONITOR MOUNTING ASSEMBLY
9
1.
10
EXISTING TPO (PVC) ROOFING
1" = 1'-0"
PER MANUFACTURER'S
RECOMMENDATION
MINIMUM OVERLAP
FAN ROOM
604
NEW PVC ROOFING TO MATCH EXISTING.
INSTALL PER MANUFACTURER'S
RECOMMENDATIONS & STANDARD DETAILS.
FAN ROOM
603
COOLING TOWER AREA
14
OPEN TO ABOVE
STAIR
2
ELEVATOR MACHINE
EM600
FAN ROOM
605
C
STILL ROOM
601
ROOFING TIE-IN AT EXISTING ROOF
6 NEW
NOT TO SCALE
1
ANCHOR PLATE TO (E) STUD
W/ (3) #10 SMS PER 1/A-901,
SIMILAR.
2.
REMOVE (E) EXHAUST UNIT IN IT'S ENTIRETY, S.M.D.
3.
REMOVE (E) AIR HANDLER IN'S ENTIRETY, S.M.D.
4.
(N) AIR HANDLER S.M.D.
5.
(N) EXHAUST UNIT S.M.D.
6.
REMOVE (E) ROOFING ASSEMBLY, AS NECESSARY,
& PREP ROOF FOR NEW ROOF TOP EQUIPMENT &
THE INSTALLATION OF NEW ROOF ASSEMBLY AT
AREAS OF WORK.
FAN ROOM
602
EXISTING ROOF DECK; VERIFY IN FIELD
6" 16ga. ST. PLATE @ 24" O.C.;
RUN CONTINUOUS, TYP.
1
PROTECT EXISTING ROOFING ASSEMBLY FROM
DAMAGE DURING CONSTRUCTION. PATCH & REPAIR
EXISTING ROOFING ASSEMBLY DAMAGED DURING
CONSTRUCTION, AS NECESSARY, PER ROOFING
MANUFACTURER'S RECOMENDATIONS TO
MAINTAIN ROOF WARRANTY.
7.
PROVIDE (N) ROOFING ASSEMBLY TO MATCH
EXISTING; PATCH & REPAIR AS EXISTING AS
NECESSARY. SEE 3,4,5, & 6/A-203 & MEP DRAWINGS.
8.
SEE MECHANICAL, PLUMBING, & ELECTRICAL
DRAWINGS FOR NEW ROOF PENETRATIONS.
REMOVE (E) ROOFING ASSEMBLY, AS NECESSARY,
& PREP FOR REPAIR & PATCHING OF ROOF.
9.
PATCH & REPAIR (E) ROOF AT NEW ROOF
PENETRATIONS AS NECESSARY. SEE 3,4,5, & 6/A203 & MEP DRAWINGS.
10. INCREMENT 01 EXISTING AC-4 - FOR INFORMATION
ONLY;NOT-IN-CONTRACT.
5/8" TYPE "X' GYP. BD. TYP.
11. INCREMENT 01 EXISTING EF-E - FOR INFORMATION
ONLY;NOT-IN-CONTRACT.
B
3
1
Rev
01/27/15 Addendum 3
12/05/14 BID SET
Date
Description
D
Project Title
CALIFORNIA
STATE
UNIVERSITY
SEQUOIA
HALL, 5TH FLOOR
SACRAMENTO
C
1
ORGANIC CHEMISTRY LAB
REMODEL
B
Project Phase
100% CONSTRUCTION DOCUMENTS
Date
(E) PLASTER WALL.
1/27/2015 1:24:04 PM
A
7
(E) MTL. ANGLE AT EACH END
OF STUD.
2
STL. PLATE & GYP. BD. FINISH AT (E)
TRUSS-STUD
Drawn By
08/22/14
FLAD
Project Number
Checked By
13389-01
FLAD
Sheet Title
ROOF PLAN
ROOF DEMOLITION PLAN &
ROOF PLAN
1/16" = 1'-0"
3" = 1'-0"
Sheet Number
A-203
1
2
3
4
5
6
7
8
9
10
Rev. No.
3
A
"FREE"
MAXIMUM
MAX.
3"
3B
-
MAIN
"FIXED"
9 3/8"
MAXIMUM
"FREE"
3E
RECESSED 24" X 48"
LIGHT FIXTURE WITH
FLANGE
3E
2"
HANGER WIRE
HANGER WIRE
CONTINUOUS MAIN RUNNER OR CROSS
RUNNER; DO NOT FASTEN END TO
MOLDING; END SHALL REMAIN "FREE"
CONTINUOUS MAIN RUNNER
OR CROSS RUNNER
6"
MAIN RUNNER: 1-1/2"
ELECTROGALVANIZED WEB AT
MAX. 50" O.C.
"FREE" EDGE
CEILING GRID
SYSTEM
SUSPENDED 24" X 48" LIGHT FIXTURE
FASTEN BACKING PLATE TIGHT TO
MTL. STUDS WITH 3X #10 PAN HEAD
SHEET METAL SCREWS EACH STUD.
7 GA WIRE-TRUSS STUD SIM. SEE 1
DETAIL 7/A-203.
TEE BAR GRID AT SUSPENDED CEILING, TYP.
RECESSED 24" X 48" MECHANICAL
DIFFUSER WITH FLANGE
EXISTING PARTITIONS
1/2" METAL ELECTRIC CONDUIT,
THIN WALL
E
N
3/4" METAL ELECTRIC CONDUIT,
THIN WALL
6" WIDE X 16 GAGE
GALVANIZED STEEL PLATE;
PLATE TO SPAN MIN. 2X
STUDS
HANGER WIRE
HANGER WIRE
S
W
H
MANUFACTURER'S WALL ANGLE MOLDING TO MATCH
GRID STYLE; ATTACH TO WALL WITH #10
SELF-TAPPING SHEET METAL SCREWS, TYP.
INSTALL CONTINUOUS MIN. 2" ANGLE WALL MOLDING TO
EXISTING GYPSUM BOARD WALL OR CMU WALL; FASTEN
TO GYPSUM BOARD WALL WITH MINIMUM ONE #10
SELF-TAPPING SHEET METAL SCREW AT EACH STUD
SLOT END OF TUBE TO FIT OVER
MAIN RUNNER TEE BAR
FASTEN BACKING PLATE TIGHT
TO METAL STUDS WITH 3X #10
PAN HEAD SHEET METAL
SCREWS EACH STUD
CONTINUOUS MAIN RUNNER OR CROSS
RUNNER; DO NOT FASTEN END TO
MOLDING; END SHALL REMAIN "FREE"
3/4"
CONTINUOUS MAIN RUNNER OR
CROSS RUNNER
CROSS RUNNER TEE BAR
PROVIDE DOUBLE STUDS
AT SIDES OF OPENINGS
WHERE BACKING PLATES
ARE INSTALLED
12GA MIN. GALVANIZED HANGER
WIRE AT 4'-0" O.C. IN BOTH
DIRECTIONS
MINIMUM 3 FULL TURNS AT ALL
WIRE ATTACHMENTS, TYP
2"
6"
EXISTING GYPSUM BOARD WALL OR CMU WALL
EXISTING GYPSUM BOARD WALL OR CMU WALL
B TYPICAL COMPRESSION STRUT & DIAGONAL BRACING
D CEILING "FIXED" EDGE DETAIL
1. THE CONTRACTOR SHALL CAREFULLY EXAMINE ALL CONSTRUCTION DOCUMENTS TO
IDENTIFY ALL LOCATIONS WHERE ALL IN-WALL BACKING PLATES ARE REQUIRED TO
SUPPORT ITEMS MOUNTED TO THE EXISTING & NEW GYPSUM BOARD WALLS; BACKING
PLATES ARE REQUIRED FOR ITEMS INCLUDING BUT NOT LIMITED TO:
· DOOR HARDWARE;
· SEISMIC RESTRAINTS & OTHER WALL MOUNTED ELEMENTS REQUIRING
REINFORCEMENT.
· MISCELLANEOUS ELEMENTS SURFACE-MOUNTED TO WALL;
· MISCELLANEOUS M, E, & P ELEMENTS;
· OTHER WALL MOUNTED ELEMENTS REQUIRING REINFORCEMENT.
F ACOUSTIC CEILING TILE EDGE DETAIL
THE CEILING INTO AREAS NO GREATER THAN 2,500 SQUARE FEET & PROVIDE CLOSURE ANGLES, HORIZONTAL
RESTRAINTS, DIAGONAL BRACING AS SPECIFED FOR EACH CEILING AREA; PROVIDE A FULL-HEIGHT WALL TO
BREAK THE CEILING AREA INTO AREAS NO GREATER THAN 2,500 SQUARE FEET ONLY WHERE SPECIFIED ON THE
FLOOR & CEILING PLANS.
4. EXCEPT WHERE RIGID BRACES ARE INSTALLED TO LIMIT LATERAL DEFLECTIONS, PROVIDE A 2" OVERSIZE RING,
SLEEVE, OR ADAPTER THROUGH THE CEILING TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL
HORIZONTAL DIRECTIONS AT EACH PENETRATION.
NEW DOOR & FRAME SCHEDULE
5. PROVIDE POSITIVE BRACING AT ALL CHANGES IN ELEVATION TO THE CEILING PLAN.
DOOR ROOM
NO.
NO.
6. INSTALL ALL CABLE TRAYS, ELECTRICAL CONDUIT, & SIMILAR CEILING MOUNTED ELEMENTS INDEPENDENT OF
THE CEILING SYSTEM.
7. SUSPENDED CEILINGS SHALL BE SUBJECT TO PERIODIC SPECIAL INSPECTION & SHALL INCLUDE MANUFACTURER
CERTIFICATION OF COMPONENT PERFORMANCE AND PERIODIC INSPECTION OF THE SUSPENDED CEILING
SYSTEM ANCHORAGE SYSTEM.
SEISMIC NOTE:
CEILIING SUSPENSION TEE-BAR GRID MUST BE ATTACHED TO TWO ADJACENT WALLS,
(SHARING SAME CORNER) OR "FIXED; OPPOSITE WALLS MUST 3/4" CLEARANCE BETWEEN
ANGLE MOLDING & END OF TEE-BAR GRID OR "FREE".
FRAME
SIZE
MATL FINISH TYPE
TYPE 1
1
SIZE
THK
DOOR
MATL FINISH VISION PNL KICK PLATE
1
FIRE RATING
DOOR
PANIC
FRAME
HDWR
SET
VISION PNL
-
-
-
EXIST.
EXIST.
YES
NO
NO
NO
NO
01
NO
YES
NO
NO
NO
NO
01
TRANS
YES
YES
NO
NO
NO
LAMINATED
01
TRANS.
YES.
YES.
NO
NO
NO
LAMINATED
01
538
538
EXIST.
3'-6"x7'-0"
HM
PAINT
EXIST.
3'-6"x7'-0"
1 3/4"
EXIST.
-
EXIST.
EXIST.
538-A
538-A
1
3'-0"x7'-0"
HM
PAINT
A
3'-0"x7'-0"
1 3/4"
WD
TRANS
NO
538-B
538-B
1
3'-0"x7'-0"
HM
PAINT
A
3'-0"x7'-0"
1 3/4"
WD
TRANS
538C-1 538-C
1
3'-0"X7'-0"
HM
PAINT
B
3'-0"x7'-0"
1 3/4"
WD
538C-2 538-C
EXIST.
3'-0"X7'-0"
HM
PAINT
B
3'-0"x7'-0"
1 3/4"
WD.
REMARKS
1
EXISTING DOOR & DOOR FRAME TO REMAIN; NOT RATED
1/4" = 1'-0"
36"
2A
A-901
36"
5"
TYPICAL
22"
1
3
A TYPICAL KING STUD HEADER AT ALL DOORS
INSTALL NEW KNOCK DOWN HOLLOW METAL
FRAME WITH PRESSURE ANCHOR TO MATCH
STYLE & FINISH OF EXISTING DOOR FRAMES
ADJACENT TO PROJECT AREA; FASTEN TO KING
STUD
KING STUD: INSTALL MIN. 22 GAUGE
3-5/8" METAL BOX (2 STUDS) KING
STUD; EXTEND KING STUDS TO
UNDERSIDE OF FLOOR SLAB ABOVE;
MECHANICALLY FASTEN STUDS
TOGETHER WITH 2" WIDE X 2-STUD
WIDE 22 GAUGE METAL STRAPS AT
18" O.C. VERTICALLY EACH SIDE
WITH 2X #12 SELF-TAPPING SHEET
METAL SCREWS, MIN. 2 SCREWS
EACH FLANGE EACH STUD; EXTEND
KING STUDS TO UNDERSIDE OF
FLOOR STRUCTURE ABOVE WITH
SLIP TRACK TOP TRACK
A-901
TYPICAL
CLEAR
LAMINATE VISION
PANEL
45°
12 GAUGE MIN. GALVANIZED VERTICAL
HANGER WIRE WITH MINIMUM 4 TIGHT
TURNS WITHIN 1-1/2", TYP.
5
34"
34"
SOLID CORE
WOOD DOOR
SOLID CORE
WOOD DOOR
FLOOR
FLOOR
12" HIGH
KICK PLATE
12" HIGH
KICK PLATE
TYPICAL
FRAME TYPE 1
13 GAUGE MIN. X 3/4" WIDE CEILING
CLIP "HILTI" CC-27 OR EAUAL, TYP.
CL LATCH
43" MAX.
CL LATCH
2C
A-901
84"
PRESS METAL FRAME;
FACTORY PRIME FOR
FIELD PAINTING
84"
84"
1
SHOT IN ANCHOR, "HILTI" X-CW
CEILING WIRE ASSEMBLY (ICCESR-2892) WITH 0.157 "HILTI"
X-U LOW VELOCITY PINS WITH
7/8" EMBEDMENT (ICC-ESR-2269),
TYP.
DOOR TYPE A
INSTALL 2" X 2" X 3" LONG 12 GAUGE BENT
PLATE ANCHOR AT WALL END & FASTEN TO
FLOOR WITH 1/4" DIA. X 2" MIN. EMBED "HILTI KBTZ" OR EQUAL CONCRETE ANCHOR; TORQUE TO
4 FT-LBS.
DOOR TYPE B
FRAME DOOR TYPES
B TYPICAL KING STUD JAMB AT NEW DOORS
3/8" = 1'-0"
NEW METAL FRAMED GYPSUM BOARD
WALL; TYPE OF WALL VARIES SEE
PARTITION SCHEDULE, THIS SHEET
SILL: INSTALL NEW METAL STUD FLOOR
TRACK WITH POWDER DRIVEN FASTENERS
(P.D.F.) AT 24" O.C.; SEE ALSO "PARTITIONS
GENERAL NOTES" NO. 24 THIS SHEET.
SHOT IN ANCHOR, "HILTI" X-CW
CEILING WIRE ASSEMBLY (ICCESR-2892) WITH 0.157 "HILTI"
X-U LOW VELOCITY PINS WITH
7/8" EMBEDMENT (ICC-ESR-2269),
TYP.
12 GAUGE MIN. GALVANIZED
VERTICAL HANGER WIRE
WITH MINIMUM 3 TIGHT
TURNS WITHIN 1-1/2", TYP.
45°
6" MIN.
13 GAUGE MIN. X 3/4" WIDE
CEILING CLIP "HILTI" CC-27
OR EAUAL, TYP.
48" MAX
TO FE HANDLE
B
41"
2B
C
F
INSTALL NEW CONTINUOUS
RESILIENT WALL BASE EACH
SIDE
PROVIDE CONTINUOUS U.L.LISTED FIRE-RATED SEALANT
& BACKER ROD AT SEAM OF
GYPSUM BOARD & FLOOR;
TYPICAL EACH SIDE OF WALL
12 GAUGE MIN. GALVANIZED VERTICAL
HANGER WIRE WITH MINIMUM 4 TIGHT
TURNS, TYP.
E
INSTALL NEW KNOCK DOWN HOLLOW
METAL FRAME WITH PRESSURE
ANCHOR TO MATCH STYLE & FINISH OF
EXISTING DOOR FRAMES ADJACENT TO
PROJECT AREA; FASTEN TO KING STUD
5"
NEW VISION
PANEL FRAME
D
EXISTING CONCRETE
JOIST/BEAM, TYP,
DATE SIGNED 11/05/2014
Stamps & Approvals
HEADER: INSTALL NEW 3-5/8" METAL
STUD NESTED WITHIN 3-5/8" INVERTED
STUD TOP TRACK; NOTCH WEB &
FLANGES OF INVERTED TOP TRACK
EACH END, BEND WEB DOWN MIN. 2"
OVER FACE OF KING STUD FLANGES &
FASTEN TO KING STUDS WITH 2X #10
SELF- TAPPING SHEET METAL
SCREWS; INSTALL STUD TOP TRACK
ON NESTED STUD; NOTCH WEB &
FLANGES EACH END, BEND WEB UP &
FASTEN TO KING STUD EACH END
WITH 2X #10 SELF-TAPING SHEET
METAL SCREWS;
3
DOOR SCHEDULE
EXISTING CONCTRETE
ROOF SLAB
O F CA L I F O
IN-WALL BRACING PLATE
1 TYPICAL
NOT TO SCALE
FRAME EXISTING. REMOVE (E) CLOSURE PANEL ON 540 SIDE OF DOOR.
1
EXISTING ROOFING
SYSTEM, TYP.
EXP.12-31-15
RENEWAL
DATE
3. BACKING PLATES SHALL SPAN A MINIMUM OF THREE (3) STUDS UNLESS SPECIFICALLY
INDICATED OTHERWISE
3
3
E
36"
C-28429
Project Key Plan
3
4
N
2. COORDINATE AND CONFIRM LENGTH, HEIGHT AND LOCATION OF BACKING PLATES AND
NUMBER REQUIRED WITH ITEM TO BE MOUNTED; FLAT PLATES SHALL BE CONTINUOUS
WITH DIMENSION OF EQUIPMENT OR OTHER ITEMS; COORDINATE REQUIRED BACKING
PLATES WITH CASEWORK VENDOR FOR CASEWORK CABINETS, BENCHTOPS, & OTHER
CASEWORK COMPONENTS REQUIRING BACKING PLATES.
1
TYP. SUSPENDED TEE-BAR CEILING SYSTEM
E
T
3. FOR ANY CEILING AREA EXCEEDING 2,500 SQUARE FEET, PROVIDE A SEISMIC SEPARATION JOINT THAT BREAKS
INSTALLATION NOTES:
ST A
THE BUILDING STRUCTURAL SYSTEM.
MAXIMUM
ED A RCH
NS M . M I C I
K
4X 12GA MIN. GALVANIZED SPLAY WIRE HANGER IN PLANE OF EACH RUNNER
AT 45°; ALL WIRES SECURED TO RUNNERS APPROXIMATELY 2" FROM RUNNER
INTERSECTION; START POINT AT 4'-0" MAX. FROM PERIMETER WALL
NEW PARTITIONS
APPLY CONTINUOUS BEAD OF ELASTOMERIC
SEALANT AT SEAM BETWEEN CEILING WALL MOLDING
& FACE OF WALL
6"
G
CT
T E OW
NEW 5/8" GYPSUM BOARD ONE SIDE ON NEW
SUSPENDED GYPSUM BOARD CEILING SUSPENSION TEE
SYSTEM, TYP; FILL, TAPE, AND SEAL ALL SEAMS WITH
JOINT COMPOUND, INCLUDING SEAM BETWEEN NEW
CEILING & EXISTING WALL
MAXIMUM
2. FOR ANY CEILING AREA EXCEEDING 1,000 SQUARE FEET, PROVIDE HORIZONTAL RESTRAINT OF THE CEILING TO
METAL STUD FRAMING 1
COUSTIC CEILING TILE
MAIN RUNNER TEE BAR
1. DETAILS ARE PROVIDED FOR BASIS OF DESIGN INFORMATION ONLY; THE CONTRACTOR SHALL INSTALL THE
ACOUSTICAL PANEL CEILING FOLLOWING THE SELECTED SYSTEM'S MANUFACTURER'S REQUIREMENTS
INLCUDING SEISMIC APPLICATIONS; SEE PROJECT MANUAL OF SPECIFICATIONS; SEE ALSO M, E, & P DRAWINGS
FOR FIXTURES, DIFFUSERS, & PIPE PENETRATIONS.
J
MTL. STUD IN GYPSUM BOARD WALL.
EXISTING 7 GA WIRE-TRUSS STUD
FRAMING IN EXISTING PLASTER
1
WALLS, SEE DETAIL 7/A-203.
E RECESSED LIGHT FIXTURE WITH FLANGE DETAIL
RECESSED MECH. DIFFUSER WITH FLANGE SIMILAR
EXTEND TUBE TO BE TIGHT TO CEILING GRID & STRUCTURE
ABOVE; INSTALL MIN. 1/8" DIA. BOLT AND LOCKING NUT; SECURE
ONE TUBE TO THE OTHER; TUBES SHALL LAP EACH OTHER
MINIMUM 4" IN FULL EXTENDED POSITION; 12GA MIN.
GALVANIZED VERTICAL WIRE HANGER IN TUBING; LEVEL
CEILING GRID PRIOR TO SETTING TUBE
A DIAGRAMMATIC FRAMING
PLANS
INSTALLATION NOTES:
3
6" WIDE X 16 GAGE
GALVANIZED STEEL PLATE;
PLATE TO SPAN MIN. 2X
STUDS
LIGHT FIXTURE OR MECHANICAL DISFFUSER WITH INTEGRAL
FLANGE TO COVER EDGE OF GYPSUM BOARD OPENING; PROVIDE
CONTINUOUS ELASTOMERIC SEALANT AT SEAM AT FLANGE &
CEILING
C TYP. SEISMIC BRACING AT SUSP. LIGHT FIXTURE
"FREE" EDGE
F
K
NEW 5/8" GYPSUM BOARD ONE SIDE ON NEW SUSPENDED
GYPSUM BOARD CEILING SUSPENSION TEE SYSTEM, TYP.
C CEILING "FREE" EDGE DETAIL
HANGER WIRE: MIN. 12 GAUGE WIRE AT
MAX. 48" O.C., TYPICAL; TIE-FASTEN TO
CHANNEL WITH MIN. 3 TIGHT TURNS IN
1-1/2" LENGTH; TIE-FASTEN TO ANCHOR AT 1
STRUCTURE ABOVE PER DETAIL 9/A-901,
TYP.
"FIXED" EDGE
10
MIN. 12 GAUGE GALVANIZED HANGER WIRE INDEPENDENT OF
CEILING SYSTEM; PROVIDE TWO WIRES, ONE AT OPPOSITE
DIAGONAL CORNERS OF 24" X 48" LIGHT FIXTURE; 3 TIGHT TURNS
IN 1-1/2" LENGTH, TYP; TIE-FASTEN TO ANCHOR AT STRUCTURE
ABOVE PER DETAIL 9/A-901, TYP.
1
NEW 5/8" GYPSUM BOARD ONE SIDE ON NEW
SUSPENDED GYPSUM BOARD CEILING SUSPENSION TEE
SYSTEM, TYP; FILL, TAPE, AND SEAL ALL SEAMS WITH
JOINT COMPOUND, INCLUDING SEAM BETWEEN NEW
CEILING & EXISTING WALL
MAXIMUM
-
RECESSED 24" X 24" MECHANICAL
DIFFUSER WITH FLANGE; INSTALL CROSS
TEE
9
MIN. 12 GAUGE GALVANIZED HANGER WIRE INDEPENDENT OF
CEILING SYSTEM; PROVIDE TWO WIRES, ONE AT OPPOSITE
DIAGONAL CORNERS OF 24" X 48" LIGHT FIXTURE; PROVIDE
TWO WIRES, ONE AT OPPOSITE DIAGONAL CORNERS AT EACH
12" X 48" FIXTURE, TYP.; 3" MAX. FROM CORNER WITH MIN.
THREE FULL TURNS AT EACH WIRE ATTACHMENT, TYP.
CROSS RUNNER: 71-1/2"
ELECTROGALVANIZED WEB AT
MAX. 24" O.C.; FASTEN TO MAIN
RUNNER WITH MANUFACTURER
CLIPS & FASTENERS
-
G
8
EXISTING GYPSUM BOARD WALL OR CMU WALL
-
"FIXED" EDGE
3/4"
DIAGONAL BRACING: PROVIDE
4-WAY MIN. 12 GAUGE WIRE
45-DEGREE BRACING (4 WIRES)
& COMPRESSION STRUT FOR
EACH 96 S.F. SECTION;
TIE-FASTEN TO CHANNEL WITH
MIN. 3 TIGHT TURNS IN 1-1/2"
LENGTH; TIE-FASTEN TO
1
ANCHOR AT STRUCTURE ABOVE
PER DETAIL 9/A-901, TYP., 4
WIRES EACH TYP.
3C
H
7
L IC
E
-
3 1/8"
J
CROSS
3D
1
"FIXED"
6" MAX.
6" MAX.
-
6
INSTALL CONTINUOUS MIN. 2" ANGLE WALL MOLDING TO
EXISTING GYPSUM BOARD WALL OR CMU WALL; FASTEN
TO GYPSUM BOARD WALL WITH MINIMUM ONE #10
SELF-TAPPING SHEET METAL SCREW AT EACH STUD; DO NOT FASTEN RUNNER TO MOLDING
3D
6 1/2"
1 1/2" 1 5/8"
MAX.
5
J OH
-
4
IA
3C,F
MAXIMUM
K
HANGER WIRE AT END OF CROSS RUNNER: MIN. 12
GAUGE WIRE AT MAX. 48" O.C.; TIE-FASTEN TO CHANNEL
WITH MIN. 3 TIGHT TURNS IN 1-1/2" LENGTH; TIE-FASTEN
TO ANCHOR AT STRUCTURE ABOVE PER DETAIL 9/A-901,
TYP.
MAXIMUM
TYPICAL
HANGER WIRE AT END OF
MAIN RUNNER: MIN. 12 GAUGE
WIRE AT MAX. 48" O.C.;
TIE-FASTEN TO CHANNEL
WITH MIN. 3 TIGHT TURNS IN
1-1/2" LENGTH; TIE-FASTEN 1
TO ANCHOR AT STRUCTURE
ABOVE PER DETAIL 9/A-901,
TYP.
3
RN
2
1
F.F.
C SILL AT NEW WALLS
EXISTING CONCRETE FLOOR SLAB
WITH EXISTING FLOOR FINISH
WHERE OCCURS; VARIES BY ROOM
3
1
Rev
01/27/15 Addendum 3
12/05/14 BID SET
Date
Description
D
Project Title
CALIFORNIA
STATE
UNIVERSITY
SEQUOIA
HALL, 5TH FLOOR
SACRAMENTO
ORGANIC CHEMISTRY LAB
REMODEL
C
B
Project Phase
100% CONSTRUCTION DOCUMENTS
Date
Drawn By
08/22/14
FLAD
Project Number
Checked By
13389-01
FLAD
Sheet Title
DETAILS
A
1/27/2015 11:48:17 AM
A
9
HANGER WIRE TO CONC. ROOF DECK
6
1 1/2" = 1'-0"
FIRE EXTINGUISHER
3/4" = 1'-0"
WALL FRAMING AT NEW DOORS
2 TYPICAL
NOT TO SCALE
Sheet Number
A-901
1
2
3
4
5
6
7
8
9
10
Rev. No.
3
2
1
3
4
5
6
7
8
9
10
K
K
1/2" ROLLOUT
(FRONT)
1/2" PLY NAUF ROLLOUT
(BOTTOM)
CEILING AS SCHEDULED
SCALLOP CUT
ONLY @ 4-1/2" TOP OF ROLLOUT
1' - 1"
CLOSURE PANEL
PLASTIC LAMINATE
2"
TYP.
DOWEL JOINT
1/2" ROLLOUT
(SIDE)
J
J
MTL DRAWER GUIDE
AS SCHEDULED
2"
TYP.
EQ
1/2" ROLLOUT
(BACK)
H
EQ
A INTERIOR DRAWER AXONOMETRIC
STEEL (THROUGH) EYEBOLT
W/ NUT & WASHER,
TYP. EACH CUBBY
H
EACH EYEBOLT TO HAVE
QUICKLINK WITH RATING
OF 3500 PFS
2"
TYP.
NOTE:
1
EQ
4" HIGH EPOXY COUNTERTOP, TYP.
1"
EPOXY COUNTERTOP
BLOCKING
TO WALL
7' - 0"
7' - 2"
INTERIOR CABINET DRAWERS, TYP.
SEE 3A/A-904
EPOXY COUNTERTOP
BLOCKING TO WALL
G
CABINET DOOR PULL
AS SCHEDULED
2"
TYP.
IA
L IC
E
J OH
EQ
± 7"
EXP.12-31-15
RENEWAL
DATE
O F CA L I F O
DATE SIGNED 11/05/2014
Stamps & Approvals
F
4"
4"
4"
4"
± 7"
EQ.
CABINET DOOR PULL
AS SCHEDULED
F
MECHANICAL
CHASE
C-28429
EQ
MECHANICAL
CHASE
E
± 4 1/2"
3' - 0"
3' - 0"
CABINET DOOR PULL
AS SCHEDULED, TYP.
T
EXISTING PARTITION
OR WINDOW WALL
WHERE OCCURS, TYP.
ST A
DRAWER PULL
AS SCHEDULED
N
K
1
ED A RCH
NS M . M I C I
CT
T E OW
± 4 1/2"
1
EQ.
6"
3
RN
2"
TYP.
.
G
1
1
5
A-903
EXISTING 5TH FLOOR
CONCRETE SLAB
E
2
EXISTING 5TH FLOOR
CONCRETE SLAB
FIELD VERIFY
BASE CABINET - DRAWER ABV. STORAGE
CABINET BELOW
3
1 1/2" = 1'-0"
1
5
A-903
EXISTING 5TH FLOOR
CONCRETE SLAB
FIELD VERIFY
BASE CABINET - STUDENT LOCKERS PERIMETER WALL
5
A-903
EXISTING 5TH FLOOR
CONCRETE SLAB
1' - 2" .
5
A-903
1' - 2" .
Project Key Plan
E
7
1 1/2" = 1'-0"
STUDENT CUBBIES
1
1 1/2" = 1'-0"
STORAGE CLOSET
1 1/2" = 1'-0"
3
1
Rev
NEOPRENE GASKET @ EXTERIOR WINDOW
D
01/27/15 Addendum 3
12/05/14 BID SET
Date
Description
D
Project Title
"L" SHAPE SHT. MTL. CLOSURE PANEL FROM
TOP OF WALL TO BOTTOM OF WALL MULLION
PAINT WHITE.
EPOXY WALL CAP
1
4' - 6"
± 2' - 9 3/4" VERIFY
WIREMOLD S.E.P.
± 4 1/2"
1"
MECHANICAL CHASE
1
1
CALIFORNIA
STATE
UNIVERSITY
SEQUOIA
HALL, 5TH FLOOR
SACRAMENTO
± 7"
EQ.
EQ.
INTERIOR CABINET DRAWERS, TYP.
SEE 3A/A-904
± 7"
CABINET DOOR PULL
AS SCHEDULED, TYP.
ORGANIC CHEMISTRY LAB
REMODEL
± 7"
(E) SLOPE
FIELD VERIFY
1
EXISTING 5TH FLOOR
CONCRETE SLAB
EXISTING 5TH FLOOR
CONCRETE SLAB
±8" VERIFY
1
5
A-903
EXISTING 5TH FLOOR
CONCRETE SLAB
5
A-903
B
100% CONSTRUCTION DOCUMENTS
Date
5
A-903
C
Project Phase
4"
4"
± 7"
EQ.
± 4 1/2"
KNEE SPACE
STIFF -CLIP @ EACH STUD
CL362/400-68 WITH 4 - #12 SCREWS
AND 1/2" DIA EXPANSION ANCHOR
WITH 2" EMBED
B
EPOXY COUNTERTOP
EQ.
MECHANICAL CHASE
2' - 6"
3' - 0"
3 5/8" MTL STUDS @ 24" O.C., TYP.
3' - 0"
5/8" GYP. BD.
+/- 45" VERIFY HEIGHT OF WIREMOLD
(SEE ELECTRICAL DRAWINGS)
(E) EXT. WINDOW SYSTEM
1"
.
C
± 4 1/2"
MECHANICAL CHASE
1"
EPOXY SPLASH AND
COUNTERTOP
EPOXY SPLASH & COUNTERTOP
± 4 1/2"
1/4" MIN.
1
5
A-903
± 8" VERIFY
Drawn By
08/22/14
Author
Project Number
Checked By
13389-01
Checker
Sheet Title
1/27/2015 11:48:19 AM
A
11
CASEWORK @ EXT. WINDOW
6
1 1/2" = 1'-0"
ISLAND BENCH - ACC WORK BENCH
4
1 1/2" = 1'-0"
DETAILS
ISLAND WITH STUDENT DRAWERS
A
1 1/2" = 1'-0"
Sheet Number
A-904
1
2
3
4
5
6
7
8
9
10
Rev. No.
3
2
1
3
5
6
7
8
9
10
1
3
DRAWER, TYP.
4
HASP LOCK, TYP
AT EACH DRAWER
CAM LOCK, PER OWNER'S
STANDARD, TYP.
3 EQUAL SIZE
DRAWERS, TYP.
DRAWER #, TYP.
KEYBOARD
DRAWER, TYP.
4 EQUAL SIZE
DRAWERS, TYP.
2 EQUAL SIZE
DRAWERS, TYP.
FULL WIDTH
DRAWER, TYP.
CAM LOCK, TYP.
DRAWER, TYP.
K
ADJUSTABLE
SHELF, TYP.
ADJUSTABLE
SHELF, TYP.
A
TYPE
B
C
E
OPEN CPU
LOCATION
PROVIDE ADJUSTABLE
SHELF, TYP.
F
27" MIN.
K
G
H
J
L
K
(STUDENT DRAWERS)
CATEGORY B - STANDING HEIGHT FLOOR MOUNTED CABINETS
INSTALL SINK OFFCENTER IN BASE
CABINET, U.N.O.
CENTER IN BASE
CABINET, U.N.O.
1
2 FULL WIDTH DRAWERS,
TYP. HEIGHT OF ALL
DRAWERS ARE EQUAL,
U.N.O.
M
FILE DRAWER,
1
TYP.
REVISION NUMBER
REFERENCE
1
N
1
1
KEYNOTE
1
X
X-XXX
CENTER IN BASE
CABINET, U.N.O.
TYP
CALLOUT
REFERENCE
X
J
2'-8" MAX
X
TYPE
A
B
DETAIL
REFERENCE
INTEGRAL BASE, TYP.
(ACCESSIBLE)
Elevation
Name
CATEGORY S - SINK CABINETS
H
X
X
X
X-XXX TYP
C
FOOT PEDAL,
VERIFY LOC., TYP.
X-XXX
J
ELEVATION
REFERENCE
INTERIOR
CATEGORY
WIDTH (IN INCHES)
DEPTH (IN INCHES)
TYPE
± 1' - 2"
VERIFY
EXISTING SPOT
ELEVATION
H
LAB CASEWORK
TAG
X - ## - ## - X
1
TEMPER GLASS,
TYP.
2
5 EQ.
(NOTE: SEE ELEVATIONS OF COUNTER HEIGHTS AS WELL AS MOUNTING HEIGHTS
1/2" = 1'-0"
ACID
ACID
OPEN SHELVING OR STORAGE
CABINET SEE Q-201
COMBO LIGHT
SWITCH & 120V
OUTLET, TYP.
EA. SIDE
TYPE 'FH-1'
FIXED HEIGHT ACC /STUDENT
TABLE 6'-0"W
FUME HOOD
120V
36"
CORR
36"
FLAM
TYPE 'FH-3'
TYPE 'FH-2'
STUDENT
BENCH MOUNTED 6'-0"W
FUME HOOD
24"
FLAM
3
OR
24"
CORR
TYPE 'FH-4'
PREP/STORAGE & WASTE
BENCH MOUNTED 6'-0"W
FUME HOOD
OPEN SHELVING OR STORAGE
CABINET SEE Q-201
TYPE 'FH-4A'
3
PREP/INSTRUMENT
BENCH MOUNTED 4'-0"W
FUME HOOD
ROOM 540A
EQ
COMBO LIGHT
SWITCH & 120V
OUTLET, TYP.
EA. SIDE
PREP ROOM/ACC
TABLE 5'-0"W
FUME HOOD
5
1/2" = 1'-0"
C
ROOF
P2942 TOP & BOT. TYP. ANCHOR
W/ (2) 1/2"Ø HILTI "HAS" TEMPERED
RODS, 3" EMBEDMENT W/ HLT-HY 2000
ADHESIVE, TYP.
3
HOOD MFTR SEISMIC CLIP
1.
LABORATORY MILLWORK CONTRACTOR SHALL CAREFULLY EXAMINE THE LABORATORY MILLWORK DRAWINGS
AND SPECIFICATION AND ALL OTHER DRAWINGS AND SPECIFICATIONS TO PROPERLY DETERMINE CONTRACTUAL
RESPONSIBILITIES.
2.
FOR ACTUAL ROOM DIMENSIONS, REFER TO THE ARCHITECTURAL PLANS.
3.
LABORATORY MILLWORK DIVISION 11/12 CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATION.
4.
OVERALL LENGTH OF TOPS SHALL BE DETERMINED BY CASEWORK AND DIMENSIONS AS INDICATED ON PLANS. SUCH LENGTHS
SHALL REMAIN CONSTANT REGARDLESS OF SUCCESSFUL BIDDER'S STANDARDS. TOPS TYPICAL SHALL OVERHANG 1" AT EACH
END AND 1" FROM FRONT OF BASE CABINET. WHEN OVERALL DIMENSIONS ARE GIVEN, 1" OVERHANG IS INCLUDED.
5.
ON WALL-TO-WALL CASEWORK ASSEMBLIES, THE "OPEN" SPACE DIMENSION SHALL BE DETERMINED IN THE FIELD. IF THERE
IS MORE THEN ONE "OPEN" SPACE INDICATED, SPACE AVAILABLE FOR "OPEN" SPACE SHALL BE EVENLY DISTRIBUTED U.O.N.
6.
DIMENSIONS FOR COUNTERTOP HEIGHTS ARE NOMINAL WITHIN 3/4" OF THE REQUIRED HEIGHT.
7.
ALL WALL BENCH TOPS SHALL BE 2'-6" DEEP INCLUDING THE BACKSPLASH, UNLESS OTHERWISE NOTED. ISLAND OR
PENINSULA BENCHES 4'-6" WIDE, UNLESS OTHERWISE NOTED ON DRAWINGS.
8.
TOP MATERIAL 1" THICK EPOXY RESIN CONSTRUCTION AT 36" AFF, UNLESS OTHERWISE NOTED. OTHER TOP MATERIALS ARE
1" THICK STAINLESS STEEL WITH MARINE EDGE, UNLESS OTHERWISE NOTED OR 1" PLASTIC LAMINATE.
9.
FILLER PANELS SHALL BE USED BETWEEN BACK OF CABINETS OR HOODS AND WALLS AT EXPOSED ENDS AND WHEN BASE
CABINETS AND/OR HOODS SET BACK-TO-BACK. FILLER PANELS SHALL ALSO BE USED AT THE ENDS OF BENCHES, ALL KNEE
SPACES, AND AT ALL EXPOSED CORE AREAS.
ACCEPTABLE TO USE MFTR'S
SEISMIC CLIP FOR FUME HOOD
B
SEISMIC CONNECTION AT HOOD
VERIFY IN FIELD HEIGHT OF
P5500 VERTICAL
7
Q-001
3/8" NUT & BOLT
TO SEISMIC CLIP
P1000
ALIGN P5500
W/ HOOD ANCHOR
POINTS, TYP.
P5500, TYP.
P1000 HORIZONTAL
DASHED LINE REPRESENTS HOOD
HOOD
5TH FLOOR
CONC. FLOOR SLAB
11. ALL FURNITURE EXPOSED-TO-VIEW BACK & SIDES AND FILLER PANELS ARE TO BE FINISHED.
UNISTRUT HOOD SEISMIC BRACE
7
HOOD SEISMIC ANCHOR DETAIL
6" = 1'-0"
1/27/2015 12:31:53 PM
1/4" = 1'-0"
TYPICAL LAB ISLAND BENCH
1/2" = 1'-0"
15. LOCATION OF EQUIPMENT, SUCH AS ISLAND BENCH SHELF SUPPORTS, OVERHEAD SERVICE CARRIERS, UMBILICAL
ENCLOSURES, FUME HOODS, BRACES, OR ANY OTHER ITEMS THAT MAY INTERFERE WITH LIGHTING, STRUCTURAL OR
MECHANICAL SYSTEMS SHALL BE CAREFULLY COORDINATED BY THE LABORATORY FURNISHINGS DIVISION 11/12
CONTRACTOR, AND ANY DISCREPANCIES BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY.
16. ANY TYPE OF UNISTRUTS OR SLOTTED STANDARD FRAME SUPPORTS (USED FOR RACKS, SHELVING, ETC.) SHALL BE
SPACED AND POSITIONED TO CLEAR FITTINGS, SINKS AND CUPSINKS FOR NON-BSL-3 APPLICATIONS.
17. ON WALLS WHERE UNISTRUT OR SLOTTED STANDARDS RUN FULL HEIGHT AND INTERFERE WITH ELECTRICAL SERVICES,
RACEWAYS SHALL BE WALL MOUNTED AND UNISTRUT/STANDARDS CUT AS REQUIRED UNLESS OTHERWISE NOTED.
18. FOR LOCATION OF ALL SERVICES AND OTHER FURNISHINGS OR EQUIPMENT THAT PENETRATE THE
CEILING, SEE ARCHITECTURAL REFLECTED CEILINGS PLANS. FUME HOOD SINGLE POINT OF CONNECTION TO BE VERIFIED
W/ HOOD MANUFACTURER.
19. FOR LAB SERVICES FITTINGS, TYPES, LOCATION AND ORDER, SEE THE "Q" FLOOR PLANS AND SPECIFICATIONS.
THESE FITTINGS SHALL BE FURNISHED AND DELIVERED BY THE LABORATORY FURNISHINGS DIVISION 11/12
CONTRACTOR AND INSTALLED BY THE PLUMBING OR MECHANICAL PIPING CONTRACTORS. SINK SHALL BE FURNISHED
AND INSTALLED BY THE LABORATORY MILLWORK CONTRACTOR. COORDINATE WITH CONSTRUCTION
MANAGER.
20. ALL PLUMBING/MECHANICAL PIPING SYSTEM SUPPORTS SHALL BE FURNISHED AND INSTALLED BY THE
PLUMBING/MECHANICAL PIPING CONTRACTOR. THE SPACING HANGERS AND FASTENERS SHALL BE AS PER PIPE
MANUFACTURER'S RECOMMENDATIONS.
21. ALL SINKS TO BE DROP IN EPOXY AS INDICATED ON PLANS, UNLESS OTHERWISE NOTED.
22. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL RACEWAY. FOR INSTALLATION SEE
ELECTRICAL AND LABORATORY FURNISHINGS DRAWINGS AND SPECIFICATIONS FOR QUANTITY, TYPE AND LOCATION.
10. ALL EXPOSED-TO-VIEW BACKS AND SIDES AND FILLER PANELS ARE TO BE FINISHED.
6
MECHANICAL
CHASE
LABORATORY GENERAL NOTES
CEILING WHERE OCCURS
(E) CONC. ROOF SLAB
EQ
8"
FUME HOOD LEGEND
4
A
4' - 6"
4"
.
120V
3' - 0"
120V
BLANK
BLANK
BLANK
VAC
CW
30"
120V
BLANK
BLANK
BLANK
NG
CDA
27" MIN.
120V
LT. SW.
NG
CDA
VAC
CW
48" MAX.
120V
LT. SW.
NG
CDA
VAC
CW
NG
CDA
VAC
CW
30"
27" MIN.
48" MAX.
BLANK
BLANK
BLANK
VAC
CW
D
LT. SW.
NG
CDA
VAC
CW
NG
CDA
VAC
CW
12. HIGH CASEWORK AND FREE-STANDING SHELVING SHALL BE SEISMICALLY RESTRAINED.
23. UNLESS OTHERWISE NOTED, ALL UNISTRUT BRACKETS AND FITTINGS INDICATED ON THE LABORATORY FURNISHINGS
DOCUMENTS SHALL BE SUPPLIES, INSTALLED AND PAINTED BY THE LABORATORY FURNISHINGS DIVISIONS 11/12
CONTRACTOR.
13. ARCHITECT WILL SELECT COLORS FOR ALL COMPONENTS OF THE PROJECT INDICATED IN DRAWINGS. COLOR SELECTION WILL
BE FROM THE MANUFACTURER'S FULL RANGE OF COLORS.
24. FOR CHEMICAL FUME HOOD PRE-PIPING AND PRE-WIRING, SEE THE LABORATORY FURNISHINGS PLANS, SPECIFICATIONS
AND DETAILS. SYSTEMS TESTING SHALL BE AS SPECIFIED BY DIVISIONS XXXXX, XXXXX, XXXXX.
14. ALL PENETRATIONS THROUGH COUNTERTOP SHALL BE CAULKED BY THE LAB FURNISHINGS DIVISION 11/12 CONTRACTOR WITH
APPROVED ACID-RESISTANT SEALANT.
25. WALL BLOCKING (NON-CELLULAR) PROVIDED BY CONTRACTOR, TO BE COORDINATED WITH LABORATORY FURNISHINGS
DIVISION 11/12 CONTRACTOR.
1
E
C-28429
EXP.12-31-15
RENEWAL
DATE
O F CA L I F O
DATE SIGNED 11/05/2014
Stamps & Approvals
F
Project Key Plan
E
3
1
Rev
01/27/15 Addendum 3
12/05/14 BID SET
Date
Description
CALIFORNIA
STATE
UNIVERSITY
SEQUOIA
HALL, 5TH FLOOR
SACRAMENTO
ORGANIC CHEMISTRY LAB
REMODEL
3
4
5
6
7
8
Date
Drawn By
08/22/14
FLAD
Project Number
Checked By
13389-01
FLAD
Sheet Title
LABORATORY GENERAL
NOTES
12" = 1'-0"
10
B
100% CONSTRUCTION DOCUMENTS
LABORATORY ABBREVIATIONS
9
C
Project Phase
Q-001
2
D
Project Title
Sheet Number
1
IA
N
RN
L IC
E
ABOVE FINISHED FLOOR
ADJUSTABLE
ANTI-STATIC
ARGON
BASE CABINET
CABINET
CARBON DIOXIDE
CARBON MONOXIDE
CARBON STEEL
CENTRAL VACUUMING SYSTEM
CENTRAL VACUUMING SYSTEM FILTER
CHILLED WATER SUPPLY/RETURN
CHILLER
CLEAN DRY AIR
CLINICAL SINK
COMBINED SEWER
COMPRESSED AIR (AIR PIPED GAS)
COMPUTER
CONSTRUCTION MANAGER
CORROSIVE CABINET
CRANE
CRANE RAIL
CUP SINK
DE-IONIZED WATER
DIAMOND PLATE FLOORING (SEE CHECKERED PLATE)
DIFFERENTIAL PRESSURE INDICATOR (SENSOR)
DISCONNECT
DISTRIBUTION PANEL
ELECTRICAL CONTRACTOR
ENCLOSURE
EPOXY COATING (SEE HIGH PERFORMANCE COATING)
EQUAL
EYEWASH STATION (SEE EMERGENCY EYE WASH)
FILLER/ FILLER PANEL
FIRE EXTINGUISHER
FLAMMABLE CABINET
FLOOR DRAIN
FREEZER
GAS CABINET
GENERATOR
GLOVE BOX
HELIUM
HIGH PURITY WATER
HIGH VACUUM
HOIST
HYDRAULIC RETURN
HYDRAULIC SUPPLY
HYDROGEN
KNEE SPACE OPENING
LAB FURNISHINGS
LAB FURNISHINGS CONTRACTOR
LABORATORY VACUUM
LIQUID NITROGEN
LOCAL EXHAUST VENT
MARKER BOARD (ALSO WHITE BOARD)
METRO SHELVING
MOBILE CABINET
MOBILE INSTRUMENT CART
NATURAL GAS
NITROGEN, PIPED GAS
NOT IN CONTRACT
OVER HEAD SERVICE CARRIER
LAB ACCESSORY
PERSONNEL CONTAMINATION MONITOR
PHONE (SEE TELEPHONE)
PLUMBING CONTRACTOR
POLISHED WATER
PRE-RINSE
PROCESS CHILLED WATER RETURN
PROCESS CHILLED WATER SUPPLY
PROCESS COLD WATER
PROCESS HOT WATER
PROPANE
PUMPED CONDENSATE
RADIOLOGICAL, RADIOISOTOPE
REFRIGERATOR
ROOF EXHAUST FAN
SAFETY CABINET
SAFETY SHOWER (SEE EMERGENCY SHOWER)
SATELLITE ACCUMULATION AREA
SILENCER
SIMILAR
SINK
SINK CABINET
SITTING HEIGHT CABINET, LAMINAR FLOW BENCH
SNORKEL
SOIL STACK
SOLID SURFACE MATERIAL
SPECIALTY GAS
SPRINKLER
STAINLESS STEEL
SUSPENDED CABINET, FUME HOOD
TALL CABINET
ULTRA HIGH PURITY
UNINTERRUPTED POWER SUPPLY
UPPER/WALL CABINET, WOOD
USER AIR
VACUUM AIR SUPPLY
VENTED BALANCE SAFETY ENCLOSURE
VENTED CABINET
WATER HEATER
WATER POLISHER VALVE
WITH
WITHOUT
J OH
SEE ELEV. FOR
MOUNTING HEIGHTS
C
CATEGORY U - UPPER WALL MOUNTED CABINETS
LAB CASEWORK LEGEND
BLANK
BLANK
BLANK
NG
CDA
E
B
(OPEN CUBBIES EQUAL WIDTH)
CATEGORY T - TALL STORAGE CABINETS
3
A
TYPE
AFF
ADJ
AS
AR
B
CAB
CO2
CO
CS
CSV
CSVF
CHWS/R
CH
CDA
CS
CS
A
COM
CM
C
CRN
RAIL
CS
DIW
DPF
DPI
DIS
DISTR PNL
EC
ENCL
HPC
EQ
EW
FP
FE
F
FD
FRZ
GC
GGEN
GB
HE
HPW
HV
HOI
HYLCR
HYLCS
HYD
KO
LF
LFC
LVS
LN2
LEV
MB
MS
M
MIC
NG
N2
NIC
OHSC
LA
PCM
P
PC
PW
PRI
PCWR
PCWS
PCW
PHW
PR
PC
R
REF
REF
S
SH
SAA
SK
SIM
SK
S
L
SNO
SH
SSM
SG
SK
SS
H
T
UHP
UPS
W
UA
VAS
VBSE
V
WHTR
WPV
W/
W/O
ED A RCH
NS M . M I C I
T
(WITH GLASS DOORS )
F
SEE ELEV. FOR
MOUNTING HEIGHTS
4"
B
G
ST A
A
TYPE
1/8" = 1'-0"
K
4"
G
LABORATORY PLAN LEGEND
CT
T E OW
SEE ELEV. FOR
MOUNTING HEIGHTS
6' - 8"
7' - 0"
LIGHT VALANCE, TYP.
Rev. No.
3
A
5
6
7
8
9
SHEET KEYNOTES
1.
PREP / STOR
1
C2
20
3
1
FE
Q-302
PREP ROOM
538-C
1
J
2
C2
TYP.
5
TYP.
B2
1
D1 2-HELIUM
2-GAS
2-AIR
2-VAC
1-POWER
5
TYP.
TYP.
5
Q-001
TYP
2
3.
CEILING MOUNTED MONITOR BY OWNER (NIC).
PROVIDE INFRASTRUCTURE FOR CONDUIT & J-BOX
FOR POWER & DATA
4.
EPOXY CUP SINK.
TYP
5.
DECK MOUNTED POWER MONUMENT, S.E.D., TYP.
TYP
6.
DELETE SHROUDS AT HOODS LOCATED IN FRONTOF
EXTERIOR GLAZING. (1) HOOD ONLY
7.
AT ADA HOOD PROVIDE 30" HIGH, FIXED, TABLE.
SEE FUME HOOD LEGEND 4/Q-001.
8.
CUPSINK, TYP. EPOXY, 6" X 3" W/ 1/4" HIGH RAISELIP,
SEE FUME HOOD LEGEND 4/Q-001.
9.
OPEN SHELVING
11
Q-301
TYP.
10
19
TYP
2
6
B1
1
TYP.
TYP.
CHEMISTRY LAB
538
Q-301
C2
TYP.
4
Q-302
TYP.
A1
TYP.
1
KS
6
PREP / STOR
H
1
6
2
TYP.
15 TYP.
B2
14. EXISTING DOORS TO REMAIN LOCKED DURING
CONSTRUCTION. PROVIDE SIGNAGE THAT STATES
"CONSTRUCTION AREA, DO NOT ENTER."
1
Q-301
GAS
AIR
3
VAC
POWER
2
OPP.
12
C1
15. 4" HIGH EPOXY BACK SPLASH. TYP.
9-
5
Q-001
3
B1
19. FOR HOOD UTILITY REQUIREMENTS &
CONFIGURATION, SEE FUME HOOD LEGEND 7/Q-001 &
A-904
1
A1
5
1
OFFICE
538-A
G
18. MICROWAVE EXHUAST SYSTEM S.M.D.; MICROWAVE
OFOI.
TYP
C1
OFFICE
538-B
1
TYP.
1
25
SIM.
11
D1 2-GAS
TYP. 2-AIR
2-VAC
4.
21. 18" HIGH SPLASH GUARD
25
5
23. TANK RACK.
TYP
3
·
1
538, 538A, 538B, 538C LAB LAYOUT PLAN - A
5.
SEE 3/A-901 FOR TYPICAL CEILING DETAILS.
6.
LIMITED 4TH FLOOR WORK ROOMS 444, 444A, B & C: UTILITIES:
POWER, WATER, GASES, WASTE, ETC., SERVING THE 5TH FLOOR
TEACHING LABORATORY 538 AND SUPPORT SPACES 538A, B & C,
ARE FEED FROM BELOW THE 5TH FLOOR SLAB FROM THE 4TH FLOOR
INTERSITIUAL SPACE. COORDINATE WITH THE UNIVERSITY, FACULTY &
STAFF ACCESS TO ROOMS 444, 444A, B & C AND THE FOLLOWING:
FOR ADDITIONAL INFORMATION & LAB LAYOUT,
SEE 2/Q-201, TYP.
1/4" = 1'-0"
E
T
F
·
·
ED A RCH
NS M . M I C I
ST A
26. BURETTE SOCKET & POLE. CONTRACTOR TO PROVIDE
34 SOCKETS & 34 POLES. CONTRACTOR TO
COORDINATE INSTALLATION LOCATIONS & SPACING
WITH UNIVERSITY USERS.
DOOR HARDWARE;
SIGNAGE
SEISMIC RESTRAINTS & OTHER WALL MOUNTED ELEMENTS
REQUIRING REINFORCEMENT.
METAL LABORATORY CASEWORK, BENCHTOP, &
MISCELLANEOUS LABORATORY FURNISHINGS;
MISCELLANEOUS M, E, & P ELEMENTS;
OTHER WALL MOUNTED ELEMENTS REQUIRING
REINFORCEMENT.
1
N
C-28429
K
·
G
CT
T E OW
25. WALL MOUNTED ELECTICAL OUTLET, S.E.D., TYP.;
CENTER OF OUTLET 44" A.F.F. MAX., TYP.
H
INSTALL BACKING PLATES
·
24. EXISTING FLOOR DRAIN.
FE
CUTTING & PATCHING EXISTING FLOORS IN THE PROJECT AREA OR AT
ADJACENT PROJECT AREAS
THE CONTRACTOR SHALL CAREFULLY EXAMINE ALL CONSTRUCTION
DOCUMENTS TO IDENTIFY ALL LOCATIONS WHERE ALL IN-WALL
BACKING PLATES ARE REQUIRED TO SUPPORT ITEMS MOUNTED TO
THE EXISTING PLASTER WALLS; BACKING PLATES ARE REQUIRED FOR
ITEMS INCLUDING BUT NOT LIMITED TO:
22. NO SPLASH AT BACK OF HOODS ALONG WINDOW
WALL.
Q-301
7
24
20. WIREMOLD S.E.D
TYP
D2 GAS
AIR
VAC TYP
J
B. FLOORS OR FLOOR TRANSITIONS IN THE FLOOR PLAN ARE
SHOWN ONLY WITHIN THE ROOMS WITHIN THE PROJECT AREA
OR AT ADJACENT AREAS KNOWN TO BE AFFECTED BY THE
WORK IN THE PROJECT AREA; THE INDICATED DEMOLITION
AREAS DO NOT TAKE INTO CONSIDERATION THE EXISTING
FLOOR AREAS WITHIN THE PROJECT AREA THAT ARE NOT
INDICATED TO BE DEMOLISHED, BUT THAT MUST BE PARTIALLY
REMOVED, CUT, OR PATCHED TO FACILITATE THE INSTALLATION
OF THE NEW, & MODIFICATION TO THE EXISTING, M, E, & P
INFRASTRUCTURE; THE CONTRACTOR SHALL THOROUGHLY
REVIEW THE M, E, & P SCOPES OF WORK, SURVEY THE
PROJECT AREA, & PROVIDE A COMPREHENSIVE ALLOWANCE
FOR ALL REQUIRED FLOOR WORK IN THE CONTRACTOR'S
CONSTRUCTION COST ESTIMATE.
17. (E) CONC. COLUMN.
Q-301
CONTRACTOR TO CONFIRM CURRENT CONDITIONS PRIOR TO
CONSTRUCTION
A. UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL EXISTING
FLOORS IN THE PROJECT AREA SHALL REMAIN IN PLACE & BE
PATCHED.
16. MARINE LIP AT ALL SINK LOCATIONS.
8
Q-301
7
Q-302
3.
13. REF. CODE - 11B-306.3 KNEE CLEARANCE
C2
16 TYP.
1
C2
WASTE
HOOD
8
D2
Q-301
12. ELECTRICAL POER OUTLET, S.E.D.; UNDERCOUNTER
REFRIGERATOR OFOI.
B2
4
5
8
1
25
SIM
K
THE BASES OF DESIGN FOR THE NEW OR MODIFIED SCOPES OF WORK
ARE BASED ON A REVIEW OF THE AS-BUILT DOCUMENTS RECEIVED
FROM THE OWNER & ON A LIMITED FIELD SURVEY OF THE RELEVANT
PROJECT AREA. THE DETAILS PROVIDED ARE ASSUMED TO
GENERALLY REFLECT THE ACTUAL EXISTING CONDITION HOWEVER
THEIR ACCURACY MUST BE VERIFIED. THE CONTRACTOR OR
SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THOROUGHLY
SURVEYING THE PROJECT AREA TO VERIFY LOCATION OF ALL
STRUCTURAL, LIFE SAFETY AND INTERNAL MECHANICAL, ELECTRICAL,
& PLUMBING ELEMENTS PRIOR TO CONSTRUCTION & SHALL PLAN FOR
TEMPORARY WORK TO PROVIDE TEMPORARY SUPPORT OR TO
MAINTAIN SERVICES THAT CANNOT BE INTERRUPTED FOR EXTENDED
PERIODS OF TIME.
C2
12
13
Q-301
208
C1
B1
23
4
TYP.
1
2.
11. EXTEND COUNTER TOP TO (E) GLAZING SILL, TYP.
18
CONTRACTOR TO EXERCISE CARE
THE CONTRACTOR IS REQUESTED TO EXERCISE CARE DURING
CONSTRUCTION TO MINIMIZE DAMAGE TO, OR EXCESSIVELY SOILING
ADJACENT WALLS, FLOORS, CEILINGS & ALL OTHER BUILDING
ELEMENTS THAT ARE NOT INDICATED TO BE REMOVED OR
DEMOLISHED; THE CONTRACTOR OR THE CONTRACTOR'S
SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE COST TO CLEAN,
REPAIR, OR REPLACE ALL DAMAGED OR EXCESSIVELY SOILED
ELEMENTS NOT SPECIFIED TO BE REMOVED OR DEMOLISHED & FOR
WHICH THE CONTRACTOR OR THE CONTRACTOR'S SUBCONTRACTORS
ARE RESPONSIBLE; ELEMENTS TO BE REPLACED SHALL BE REPLACED
WITH LIKE OR BETTER QUALITY.
10. ALIGN BACK OF HOOD/COUNTER TOP W/ FACE OF
EXISTING WALL.
4
3
2
3
B1
2-GAS
2-AIR
2 VAC
TYP
D1
3
Q-302
TYP
TYP.
Q-302
B2
TYP.
5
22
15
C1
(E) CHEMISTRY LAB
540
3
26
TYP
1.
ACCESSIBLE EMERGENCY EYE WASH & SHOWER
COMBO.
VENTED CHEMICAL STORAGE CAB UNDER FUME
HOOD. SEE FUME HOOD LEGEND 4/Q-001.
5
7
GENERAL SHEET NOTES
1
2.
K
10
EXP.12-31-15
RENEWAL
DATE
IA
4
RN
3
L IC
E
2
J OH
1
O F CA L I F O
DATE SIGNED 11/05/2014
Stamps & Approvals
F
A. ROOMS 444, 444A, B & C ARE TO REMAIN OPERATIONAL
DURING SCHOOL HOURS. COORDINATE WITH UNIVERSITY AFTER
HOURS WORK SCHEDULE INCLUDING WEEKEND WORK.
B. ALL EXISTING WORK & STUDY SURFACES, CASEWORK,
EQUIPMENT, FIXTURES, FLOORS, ETC., ARE TO BE PROTECT
FROM DAMAGE, DIRT, DUST, ETC. DURING AFTER HOURS WORK
SESSIONS AND ROOMS 444 & 444A, B & C ARE TO BE RETURNED
TO THEIR ORIGINAL CONDITION EACH AND EVERYMORNING
BEFORE FIRST CLASSES UNTIL THIS PORTION OFWORK IS
COMPLETE.
5' - 7"
Project Key Plan
C. REMOVE AND REINSTALL THE EXISTING SUSPENDED PANEL
CEILING SYSTEM, AS NECESSARY TO PERFORM SCOPE OFWORK
UNTIL THIS PORTION OF wORK IS COMPLETE.
E
5' - 0"
2' - 5"
3' - 8"
5' - 8"
.
208
C1. CHICAGO FAUCET PURE WATER FAUCET MODEL #8691
BPVC. PROVIDE 4 FOOT LENGTH OF FLEXIBLE TUBING;
BASIS OF DESIGN: TYGON TUBING® AT
ACCESSIBLE SINK.
C2. GUARDIAN DECK MOUNTED, 90 DEGREE SWIVEL, RIGHT &
LEFT HAND UNITS MODEL #G1806 & MODEL #G1806LH
2' - 0"
4' - 0"
2' - 0"
ø 5' - 0"
2' - 5"
D. INSTALL THE FOLLOWING ACCESSORIES AT THE BENCHTOP
WORK SURFACES
ø
"
5' - 0
CL OF SHOWER
ACC
30"X48"
3' - 0"
B
SEE 538-A
FOR ADDED
INFORMATION
ACC
30"X48"
14' - 7"
ACC
30"X48"
ACC
54"X48"
1' - 0"
MIN.
CL
ACC
30"X48"
D
Project Title
E. ROUTING OF DUCTWORK, UTILITIES, ETC.
8.
ASBESTOS ABATEMENT: CONTRACTOR TO COORDINATE WORK WITH
WORK PERFORMED BY OWNER'S ASBESTO ABATEMENT
CONSTRACTOR.
9.
THROUGH-PENETRATION FIRE-STOPPING: CONTRACTOR TO PROVIDE
APPROPIATE U.L. LISTED THROUGH-PENTRATION FIRE-STOPPING
SYSTEM AT FIRE-RESISTANT/RATED WALL & HORIZONTAL
ASSEMBLIES.
A. FIRE-RESISTANCE / RATED ASSEMBLIES
1) HORIZONTAL = 2 HOUR RATED
2) WALL = 2 HOUR RATED (AS NOTED ON PLANS)
CALIFORNIA
STATE
UNIVERSITY
SEQUOIA
HALL, 5TH FLOOR
SACRAMENTO
C
5' - 1"
ORGANIC CHEMISTRY LAB
REMODEL
9' - 7"
5' - 6"
TYP.
+/- 4'-10"
+/- 4' - 7"
OFFICE
538-B
01/27/15 Addendum 3
12/05/14 BID SET
Date
Description
D. PAINTING.
C. SPECIFICATIONS SECTIONS:
078413 - PENETRATION FIRE-STOPPING
078446 - FIRE-RESISTIVE JOINT SYSTEMS
1' - 6"
OFFICE
538-A
3
1
Rev
C. FLOOR AND WALL PATCH & REPAIR.
B. SEE ARCHITECTURAL DETAILS & MEP DRAWINGS FOR FIRERESISTANCE / RATED DETAILS.
.
2' - 5"
D1. AT ISLANDS: CHICAGO FAUCET BALLL VALVE MODEL #981VR909-CAGCP.
D2. AT PERIMETER BENCHES: CHICAGEO FACUET BALL VALVE
MODEL #980-VR909-CAGCP
9' - 1"
4' - 6"
C
B. REMOVE AND REINSTALL EXISTING SUSPENDED PANEL CEILING
SYSTEM; INSTALL NEW OWNER PROVIDED SUSPENDED CEILING
PANELS AS NECESSARY TO REPLACE PANELS DAMAGED
DURNING CONSTRUCTION.
C. INSTALL THE FOLLOWING ACCESSORIES AT ALL BENCHTOP SINK
LOCATIONS.
8' - 0"
5' - 0"
ACC
30"X48"
LIMITED 5TH FLOOR WORK CORRIDOR C501: CORRIDOR C501 ARE TO
REMAIN OPERATIONAL DURING SCHOOL HOURS AND FREE OF ANY
BARRIERS OR
OBSTRUCTIONS. THE EXISTING CORRIDOR WIDTH IS
8'-0". THE MINIMUM CORRIDOR WIDTH THAT IS REQUIRE AND MOST BE
MAINTAINED DURING CONSTRUCTION IS 5'-0". CONTRACTOR IS
REQUIRED TO PROVIDE A BARRIER THAT SEPARTES THE AREA OF
WORK FROM THE CORRIDOR AND CANTAINS ALLDIRT, DUST, ETC.
WITIN THE AREA OF WORK. WORK IN CORRIDOR C501 INCLUDES BUT IS
NOT LIMITED TO THE FOLLOWING:
A. REMOVE AND REPLACE OF EXISTING PARTITION.
B1. CHICAGO FAUCET MODEL #900CP, SWINGING
GOOSENECK SPOUT.
B2. CHICAGO FAUCET PEDAL VALUES MODEL #625 ABCP.
2' - 5"
CHEMISTRY LAB
538
±11' - 6"
A. INSTALL THE FOLLOWING ACCESSORIES AT BENCHTOP
ACCESSIBLE SINKS:
B. INSTALL THE FOLLOWING ACCESSORIES AT
BENCHTOP STANDARD SINKS.
+/- 3'-10"
4' - 2"
4' - 6"
4' - 10"
ACC
30"X48"
ACC
30"X48"
ACC
30"X48"
5' - 0"
7.
A1. CHICAGO FAUCET MODEL
#929-371XKCP'SWINGING GOOSENECK SPOUT WITH WRIST
BLADES. PROVIDE 4 FOOT LENGTH OF FLEXIBLE
TUBING; BASIS OF DESIGN: TYGON TUBING®.1
12' - 3"
"
(E) CHEMISTRY LAB
540
D
1
4' - 6"
5' - 4"
0
ø 5' -
LAB FIXTURES KEYNOTES
5' - 1"
1' - 9"
ACC
60"X42"
FE
17' - 0"
D. UPON COMEPLETION OF WORK REMOVE AND REPLACE ALL
EXISTING SUSPENDED CEILING PANELS WITH NEW OWNER
PROVIDED CEILING PANELS.
1
8' - 3"
+/- 4' - 7"
3
E
B
Project Phase
100% CONSTRUCTION DOCUMENTS
1' - 6"
FE
Date
4' - 7"
Drawn By
08/22/14
FLAD
Project Number
Checked By
13389-01
FLAD
Sheet Title
LABORATORY FLOOR PLAN
A
1/27/2015 11:48:38 AM
2
538, 538A, 538B, 538C LAB LAYOUT PLAN - B
1/4" = 1'-0"
A
FOR ADDITIONAL INFORMATION & LAB LAYOUT,
SEE 1/Q-201, TYP.
Sheet Number
Q-201
1
2
3
4
5
6
7
8
9
10
Rev. No.
3
2
1
3
4
5
6
7
8
9
10
GENERAL SHEET NOTES
1.
SET EACH ITEM OF EMERGENCY WASH SAFETY
EQUIPMENT SECURELY IN PLACE, LEVEL, AND
ADJUST TO CORRECT HEIGHT.
K
K
1
1
3
4
C2
B1
C1
2
TYP.
1
TYP.
D1
2
1
TYP.
1
1
TYP.
5
BEYOND
TYP.
C2
4
B1
3
C1
C1
1
1
TYP.
EQ.
TYP.
6' - 0"
5
TYP.
C2
2
D2
1
1
1
EQ
2
4' - 0"
CLEAR
BEYOND
D2
1
3' - 0"
TYP. U.N.O.
2' - 8" TYP. U.N.O.
3' - 0"
TYP. U.N.O.
34" MAX
3
TYP.
TYP.
1
J
D1
3' - 0"
TYP. U.N.O.
1
1
5
SHEET KEYNOTES
J
1
1
B-24-22-E
B-24-22-E
B-24-22-E
13 B2
B-24-22-E
12
14
16
CHEMISTRY-ISLAND ELEV-3
B-24-22-E
B-22-22-E
B-24-22-E
13
12
16
538 CHEMISTRY - DEMONSTRATION ELEV. A
2
3/8" = 1'-0"
B-24-22-E
16
16
CHEMISTRY- ISLAND ELEV-1
3
3/8" = 1'-0"
B-24-22-E
12
12
A-903
22
B-24-22-E
CHEMISTRY- DEMONSTRATION ELEV
1
3/8" = 1'-0"
OPEN FOR
U/C REFRIDGERATOR
3/8" = 1'-0"
TYP.
11
A-903
11
EQ.
H
EQ.
EQ.
EQ.
11
TYP.
11
TYP.
1
TYP.
24
D2 2
TYP.
DECK MOUNTED TURRET
3.
D1 FAUCET, TYP. U.N.O.
4.
GOOSE NECK FAUCET, TYP. U.N.O.
5.
DECK MOUNTED EYE WASH
6.
FILLER PANEL AS NEEDED
7.
EPOXY BACKSPLASH
8.
WIREMOLD S.E.D.
9.
REFER TO FRONT FACING ELEVATION 2/Q-301 FOR
TYPICAL LAYOUT OF SINK COMPONENTS
H
10. EXISTING CONCRETE COLUMN (SEE 1/A-202)
FH-1
11. HOOD SHROUD
6' - 8"
BASE
20
B-24-22-E
B-36-22-F
B-36-22-G
15. EXISTING CONCRETE WALL
OPEN
ACC HOOD
B-36-22-F
G
18. EXISTING INTERIOR WALL SYSTEM
19. FUME HOOD AS SCHEDULED
3/8" = 1'-0"
T
E
21. CYLINDER RACK
3
26
ST A
20. EYE WASH (HEIGHT OF EYE WASH, WHEN
EXTENDED SHALL NOT EXCEED 36" A.F.F.
2
A-904
ED A RCH
NS M . M I C I
22. EYE WASH SHOWER HEAD
11
23
15
11
F
1
1
TYP.
24
TYP.
2
2
D2
TYP.
C-28429
EXP.12-31-15
RENEWAL
DATE
O F CA L I F O
DATE SIGNED 11/05/2014
Stamps & Approvals
11
23. HOOD DUCT
1
TYP.
TYP.
N
K
CHEMISTRY - SOUTH ELEV
5
3/8" = 1'-0"
17. EXISTING EXTERIOR WINDOW SYSTEM
16
CT
T E OW
CHEMISTRY - WEST ELEV
3
D2
B-36-22-G
16
3
15
14. MECHANICAL CHASE
16. EXISTING 5TH FLOOR CONCRETE SLAB
T-16-13-B.
6
48" MAX
FLAMMABLE
FLAMMABLE
KEEP FIRE AWAY KEEP FIRE AWAY
27" MIN.
BASE
3' - 0"
TYP. U.N.O.
ACID
13. FOOT PEDAL, VERIFY LOCATION
IA
G
BASE
TYP. U.N.O.
FLAMMABLE
KEEP FIRE AWAY
3' - 0"
36" MAX
48" MAX
12. FILLER PANEL AS NEEDED
RN
80" MIN. A.F.F.
2.
10
15
19
DECK MOUNTED POWER MONUMENT
TYP.
15
15
1.
L IC
E
4
S-54-22-A
J OH
13 B2
B-24-22-E
19
24 TYP.
24. WALL MOUNTED POWER OUTLETS, TYP. S.E.D.
2
25. CENTER SINK ON BASE CABINET, U.N.O.
D2
TYP.
26. UNISTRUT FRAME FOR FUME HOOD SEISMIC
ANCHORAGE, TYP. SEE DETAIL 6 & 7/Q-001.
TYP.
1
F
3
B18B
12
B-24-22-E
B-24-22-E
B-36-22-G
B-36-22-F
B-46-22-C
B-36-22-G
B-36-22-F
B-36-22-G
B-36-22-F
B-24-22-E
E
ACID
B-24-22-E B-18-22-B
FLAMMABLE
FLAMMABLE
KEEP FIRE AWAY KEEP FIRE AWAY
BASE
V48A
12
3' - 0" TYP. U.N.O.
3' - 0" TYP. U.N.O.
1
V48A
B-36-22-F
B-36-22-G
B-36-22-F
B-36-22-G
B-36-22-F
B-36-22-G
B-24-22-E
12
16
E
1
16
LAB FIXTURES KEYNOTES
3
8
Project Key Plan
CHEMISTRY - EAST ELEV A
CHEMISTRY- NORTH ELEV
7
3/8" = 1'-0"
A. INSTALL THE FOLLOWING ACCESSORIES AT BENCHTOP
ACCESSIBLE SINKS:
3/8" = 1'-0"
A1. CHICAGO FAUCET MODEL
#929-371XKCP'SWINGING GOOSENECK SPOUT WITH WRIST
BLADES. PROVIDE 4 FOOT LENGTH OF FLEXIBLE
TUBING; BASIS OF DESIGN: TYGON TUBING®.
B. INSTALL THE FOLLOWING ACCESSORIES AT
BENCHTOP STANDARD SINKS.
D
C1
TYP.
1
1
1
2' - 6"
3' - 0" TYP. U.N.O.
1
1
C
1
16
11
OPEN
KNEE SPACE
WITH BACK PANEL
24
B-24-22-E
B-24-22-E
B1
3
19
TYP.
TYP.
D1
B-24-22-E
B-24-22-E
16
B-24-22-E
B-24-22-E
B-24-22-E
B-24-22-E
4
B-24-22-E
10
3/8" = 1'-0"
12
13 B2
B-24-22-E
16
1
CHEMISTRY-ISLAND ELEV-5
9
3/8" = 1'-0"
15
1
B
3
TYP. C1
4
C. INSTALL THE FOLLOWING ACCESSORIES AT ALL BENCHTOP SINK
LOCATIONS.
B-24-22-E
2 B2
TYP.
B-24-22-E
BEYOND
1
TYP.
1
2
4
B1
3
C1
1
B-24-22-E
12
1
TYP.
5
D1
12
13
B-24-22-E
B-24-22-E
B-24-22-E
1
CHEMISTRY-ISLAND ELEV-4
3/8" = 1'-0"
C2
1
5
BEYOND
TYP.
TYP.
C2
4
B1
3
C1
1
TYP.
4
4' - 0"
CLEAR
TYP.
Project Title
A1
CALIFORNIA
STATE
UNIVERSITY
SEQUOIA
HALL, 5TH FLOOR
SACRAMENTO
C
3
11
19
D
D. INSTALL THE FOLLOWING ACCESSORIES AT THE BENCHTOP
WORK SURFACES
D1. AT ISLANDS: CHICAGO FAUCET BALLL VALVE MODEL #981VR909-CAGCP.
D2. AT PERIMETER BENCHES: CHICAGEO FACUET BALL VALVE
MODEL #980-VR909-CAGCP
11
1
01/27/15 Addendum 3
12/05/14 BID SET
Date
Description
C1. CHICAGO FAUCET PURE WATER FAUCET MODEL #869BPVC. PROVIDE 4 FOOT LENGTH OF FLEXIBLE TUBING;
BASIS OF DESIGN: TYGON TUBING® AT
ACCESSIBLE SINK.
C2. GUARDIAN DECK MOUNTED, 90 DEGREE SWIVEL, RIGHT &
LEFT HAND UNITS MODEL #G1806 & MODEL #G1806LH
ORGANIC CHEMISTRY LAB
REMODEL
1
TYP.
3
1
Rev
19
B2
CHEMISTRY-ISLAND ELEV A
1
TYP. B1
1
TYP.
TYP.
B-24-22-E
5
3' - 0" TYP. U.N.O.
4
TYP.
2 D1
TYP.
1
TYP. C2
3' - 0" TYP. U.N.O.
A1 TYP.
1
TYP.
2 D1
TYP.
5
2' - 8" .
3
1
D2
3' - 0"
TYP.
1
3' - 0" TYP. U.N.O.
C2
B1. CHICAGO FAUCET MODEL #900CP, SWINGING
GOOSENECK SPOUT.
B2. CHICAGO FAUCET PEDAL VALUES MODEL #625 ABCP.
11
1
1
1
5
11
3' - 0"
15
19
B
TYP.
TYP.
Project Phase
3' - 0" TYP. U.N.O.
B-24-22-E
14
B-24-22-E
12
13
B-24-22-E
12
14
3' - 0"
3' - 0"
2' - 8" .
13
B2 TYP.
S-54-22-CAA
A
1/27/2015 12:31:55 PM
25
Drawn By
08/22/14
FLAD
Project Number
Checked By
13389-01
FLAD
Sheet Title
16
B2
12
1
27" MIN.
Date
3' - 0"
3' - 0" TYP. U.N.O.
100% CONSTRUCTION DOCUMENTS
CHEMISTRY- ISLAND ELEV-2
13
3/8" = 1'-0"
16
1
LABORATORY INTERIOR
ELEVATIONS
S-54-22-CAA
OPEN
KNEE SPACE WITH
BACK PANEL
CHEMISTRY- ISLAND ELEV-6a
3/8" = 1'-0"
Sheet Number
Q-301
1
2
3
4
5
6
7
8
9
10
Rev. No.
3
A
2
1
3
4
5
6
7
8
9
10
GENERAL SHEET NOTES
K
K
11
A-904
22
11
TYP.
1 TYP.
2
D1
TYP.
A1 4
TYP.
1
TYP.
2 D1
TYP.
1
1
TYP.
TYP.
TYP.
D1
D1
D1
1
5
3
TYP.
FH-4
3
FH-3
TYP.
FH-5
B1
3
C1
4
1
1
4 A1
TYP.
8
J
FLAMMABLE
FLAMMABLE
KEEP FIRE AWAY KEEP FIRE AWAY
BASE
ACID
BASE
OPEN
KNEE SPACE WITH
BACK PANEL
2' - 6"
FLAMMABLE
KEEP FIRE AWAY
2' - 6"
3' - 0"
2' - 6"
2' - 8" .
J
1
16
B-26-22-J
H
2
B-48-22-L
B-26-22-J
OPEN ACC HOOD
3
B-18-22-M
12
16
TYP.
B-18-22-M
PREP. RM - ISLAND ELEV 1
6
3/8" = 1'-0"
PREP. RM. - SOUTH ELEV
4
3/8" = 1'-0"
10
A-903
B1
4
2'-3" VERIFY
S-54-22-CAA
3
22
OPEN
KNEE SPACE WITH
BACK PANEL
21
B-36-22-J
OPEN FOR B-18-22-J OPEN FOR
UCRF
B-36-22-K
B-18-22-J
B-18-22-J
B-18-22-J
B-36-22-K
B-36-22-J
UCRF
PREP. RM - ISLAND ELEV 3
1
3/8" = 1'-0"
SHEET KEYNOTES
PREP. RM - NORTH ELEV
3/8" = 1'-0"
3
11
11
U-29-23-C
3
A-903
1' - 1"
2
A-903
1.
DECK MOUNTED POWER MONUMENT
2.
DECK MOUNTED TURRET
3.
D1 FAUCET, TYP. U.N.O.
4.
GOOSE NECK FAUCET, TYP. U.N.O.
5.
DECK MOUNTED EYE WASH
6.
FILLER PANEL AS NEEDED
7.
EPOXY BACKSPLASH
8.
WIREMOLD S.E.D.
9.
REFER TO FRONT FACING ELEVATION 2/Q-301 FOR
TYPICAL LAYOUT OF SINK COMPONENTS
H
TYP.
TYP.
2
A-903
G
48" MAX
4' - 2"
2' - 6"
2' - 6"
2' - 8" .
3' - 0"
3' - 2"
CLEAR
E
B-18-22-M
T-42-6-A
B-32-22-N
16
OPEN
KNEE SPACE
OPEN
KNEE SPACE
B-18-22-M
TYP.
OPEN
KNEE SPACE
15. EXISTING CONCRETE WALL
16
N
C-28429
K
13. FOOT PEDAL, VERIFY LOCATION
T
21
S-54-22-CAA
12. FILLER PANEL AS NEEDED
14. MECHANICAL CHASE
16
13
11. HOOD SHROUD
ED A RCH
NS M . M I C I
CT
T E OW
OPEN
KNEE SPACE
10. EXISTING CONCRETE COLUMN (SEE 1/A-202)
ST A
3' - 0" TYP. U.N.O.
SIM.
G
EXP.12-31-15
RENEWAL
DATE
IA
8
19
U-22-22-B
L IC
E
5
U-30-13-A
RN
19
J OH
4
2' - 10"
3
O F CA L I F O
DATE SIGNED 11/05/2014
Stamps & Approvals
16. EXISTING 5TH FLOOR CONCRETE SLAB
17. EXISTING EXTERIOR WINDOW SYSTEM
F
3
PREP. RM - ISLAND ELEV 2
3/8" = 1'-0"
5
F
18. EXISTING INTERIOR WALL SYSTEM
PREP. RM - DESK ELEVATION
8
3/8" = 1'-0"
CHEMISTRY OFFICE ELEV 1
7
3/8" = 1'-0"
CHEMISTRY OFFICE ELEV 2
19. FUME HOOD AS SCHEDULED
3/8" = 1'-0"
20. SAFETY SHOWER
21. CYLINDER RACK
22. CLOSURE PANEL AS NEEDED
Project Key Plan
E
1
E
LAB FIXTURES KEYNOTES
A. INSTALL THE FOLLOWING ACCESSORIES AT BENCHTOP
ACCESSIBLE SINKS:
A1. CHICAGO FAUCET MODEL
#929-371XKCP'SWINGING GOOSENECK SPOUT WITH WRIST
BLADES. PROVIDE 4 FOOT LENGTH OF FLEXIBLE
TUBING; BASIS OF DESIGN: TYGON TUBING®.
B. INSTALL THE FOLLOWING ACCESSORIES AT
BENCHTOP STANDARD SINKS.
B1. CHICAGO FAUCET MODEL #900CP, SWINGING
GOOSENECK SPOUT.
B2. CHICAGO FAUCET PEDAL VALUES MODEL #625 ABCP.
D
C. INSTALL THE FOLLOWING ACCESSORIES AT ALL BENCHTOP SINK
LOCATIONS.
3
1
Rev
01/27/15 Addendum 3
12/05/14 BID SET
Date
Description
D
Project Title
C1. CHICAGO FAUCET PURE WATER FAUCET MODEL #869BPVC. PROVIDE 4 FOOT LENGTH OF FLEXIBLE TUBING;
BASIS OF DESIGN: TYGON TUBING® AT
ACCESSIBLE SINK.
C2. GUARDIAN DECK MOUNTED, 90 DEGREE SWIVEL, RIGHT &
LEFT HAND UNITS MODEL #G1806 & MODEL #G1806LH
D. INSTALL THE FOLLOWING ACCESSORIES AT THE BENCHTOP
WORK SURFACES
D1. AT ISLANDS: CHICAGO FAUCET BALLL VALVE MODEL #981VR909-CAGCP.
D2. AT PERIMETER BENCHES: CHICAGEO FACUET BALL VALVE
MODEL #980-VR909-CAGCP
C
CALIFORNIA
STATE
UNIVERSITY
SEQUOIA
HALL, 5TH FLOOR
SACRAMENTO
ORGANIC CHEMISTRY LAB
REMODEL
B
C
B
Project Phase
100% CONSTRUCTION DOCUMENTS
Date
Drawn By
08/22/14
Author
Project Number
Checked By
13389-01
Checker
Sheet Title
LABORATORY INTERIOR
ELEVATIONS
1/27/2015 11:48:44 AM
A
Sheet Number
Q-302
1
2
3
4
5
6
7
8
9
10
Rev. No.
3
A
1
2
3
4
5
6
7
8
9
10
K
K
J
J
H
H
G
G
Stamps & Approvals
F
F
Project Key Plan
E
E
3
1
Rev
D
1/27/15
12/05/14
Date
ADDENDUM 03
BID SET
Description
D
Project Title
PROJECT
13123
1819 K Street, Suite 250
Sacramento, CA 95811
TEL
916.288.6250
www.stantoneng.com
C
CALIFORNIA
STATE
UNIVERSITY
SEQUOIA HALL, 5TH FLOOR
SACRAMENTO
ORGANIC CHEMISTRY LAB
REMODEL
B
C
B
Project Phase
100% CONSTRUCTION DOCUMENTS
Date
Drawn By
08/22/14
NN
Project Number
Checked By
13389-01
LF
Sheet Title
FIFTH FLOOR PLAN
DEMO AND NEW
A
Sheet Number
MP2.1
1
2
3
4
5
6
7
8
9
10
A
Rev. No.
1
2
3
4
5
6
7
8
9
10
K
K
J
J
H
H
G
G
Stamps & Approvals
F
F
Project Key Plan
E
E
3
1
Rev
D
1/27/15
12/05/14
Date
ADDENDUM 03
BID SET
Description
D
Project Title
PROJECT
13123
1819 K Street, Suite 250
Sacramento, CA 95811
TEL
916.288.6250
www.stantoneng.com
C
CALIFORNIA
STATE
UNIVERSITY
SEQUOIA HALL, 5TH FLOOR
SACRAMENTO
ORGANIC CHEMISTRY LAB
REMODEL
B
C
B
Project Phase
100% CONSTRUCTION DOCUMENTS
Date
Drawn By
08/22/14
NN
Project Number
Checked By
13389-01
LF
Sheet Title
FIRESTOPPING
DETAILS
A
Sheet Number
MP3.1
1
2
3
4
5
6
7
8
9
10
A
Rev. No.
1
2
3
4
5
6
7
8
9
10
K
K
J
J
H
H
G
EMENT 01
G
FD
Stamps & Approvals
F
F
Project Key Plan
E
E
PREP ROOM
538C
D
3
1
Rev
CHEMISTRY LAB
538
1/27/15
12/05/14
Date
ADDENDUM 03
BID SET
Description
D
Project Title
PROJECT
13123
1819 K Street, Suite 250
Sacramento, CA 95811
TEL
916.288.6250
www.stantoneng.com
C
OFFICE
OFFICE
538-A
538-B
CALIFORNIA
STATE
UNIVERSITY
SEQUOIA HALL, 5TH FLOOR
SACRAMENTO
ORGANIC CHEMISTRY LAB
REMODEL
B
C
B
Project Phase
100% CONSTRUCTION DOCUMENTS
Date
Drawn By
08/22/14
GWS
Project Number
Checked By
13389-01
ED
Sheet Title
FIFTH FLOOR PLAN
LIGHTING
A
Sheet Number
E2.1
1
2
3
4
5
6
7
8
9
10
A
Rev. No.
1
2
3
4
5
6
7
8
9
10
K
K
(E) OFFICE
538C
(E) CHEMISTRY
538
J
J
(E) PREP ROOM
538B
H
H
(E) PREP ROOM
538A
G
G
(E) CORRIDOR
C501
Stamps & Approvals
F
F
FH
FH
FH
FH
1
2
3
4
Project Key Plan
E
E
FE
FH
PREP ROOM
5
538C
CHEMISTRY LAB
540
CHEMISTRY LAB
538
3
1
Rev
D
1/27/15
12/05/14
Date
ADDENDUM 03
BID SET
Description
D
Project Title
FH
FH
FH
15
14
13
FH
6
PROJECT
13123
1819 K Street, Suite 250
Sacramento, CA 95811
TEL
916.288.6250
www.stantoneng.com
FH
C
7
FH
CALIFORNIA
STATE
UNIVERSITY
SEQUOIA HALL, 5TH FLOOR
SACRAMENTO
12
FH
11
OFFICE
OFFICE
538-B
538-A
ORGANIC CHEMISTRY LAB
REMODEL
B
C
B
CL
Project Phase
100% CONSTRUCTION DOCUMENTS
FH
FH
FH
10
9
8
Date
Drawn By
08/22/14
GWS
Project Number
Checked By
13389-01
ED
Sheet Title
FIFTH FLOOR PLAN
POWER
A
Sheet Number
E3.1
1
2
3
4
5
6
7
8
9
10
A
Rev. No.