THE COLLECTION AT RIVERPARK 656 TOWN CENTER DR

Transcription

ARCHITECTURAL
DELTA
OWNER / PROJECT MANAGER
TENANT IMPROVEMENT
3. PROJECT LOCATION:
THE COLLECTION AT RIVERPARK,
TOWN CENTER DR, OXNARD, CA 93036
4. TENANT NAME:
PET FOOD EXPRESS
5. LANDLORD:
-
6. TENANT'S ARCHITECT:
McCALL DESIGN GROUP
7. GROSS AREA
5,259 SF
8. CONSTRUCTION TYPE:
V-B NON SPRINKLED
9. OCCUPANCY TYPE:
M
ARCHITECT
CONTACT: CYRUS AMANI-TALESHI
McCALL DESIGN GROUP
550 KEARNY STREET, SUITE 950
SAN FRANCISCO, CA 94108
T: 415.288.8150 | F: 415.288.8181
[email protected]
10. OCCUPANCY CALCULATIONS:
TOTAL OCCUPANCY
USE
FLOOR
1ST FLR.
AREA
4,313
30
144
OFFICE
62
100
1
RESTROOMS
52
-
0
RECEIVING
414
300
2
UTILITY
105
300
1
SALES
4,946
TOTAL
MEP ENGINEER
LOAD
FACTOR OCCUPANTS
CONTACT: JEFF ELMENDORF
ELMENDORF & ASSOCIATES INC.
630 FRONT ST.
KLAMATH FALLS, OR. 97601
T: 541.882.4353 | F:
[email protected]
ELECTRICAL ENGINEER
CONTACT: JIM PUGA
UP LIGHTING ELECTRICAL
3130 TWITCHELL ISLAND ROAD
WEST SACRAMENTO, CA 95691
T: 916.371.3202 | F:
[email protected]
148
EGRESS REQUIREMENTS
TENANT IMPROVEMENT TO SPACE FOR PET FOOD EXPRESS.
FLOOR
WORK TO INCLUDE SELECTIVE DEMOLITION OF (E) INTERIOR WALL
PARTITIONS, CONSTRUCTION OF (N) INTERIOR PARTITIONS AND CEILINGS
AS NOTED ON SHEET A1.0.
1ST FLR.
STRUCTURAL ENGINEER
EXITS
MIN. EXIT DOOR MIN. EXIT STAIR
WIDTH
WIDTH
REQ. PRVD occupancy
x 0.2 occupancy x 0.3
30"
45"
2
2
CONTACT: STUART LOWE
HOHBACH-LEWIN, INC.
545 SANSOME STREET , SUITE 850
SAN FRANCISCO, CA. 94111
T: 415.318.8520
[email protected]
11. GOVERNING CODES / GUIDELINES:
PROJECT ALSO INCLUDES PLUMBING, ELECTRICAL AND MECHANICAL
AND FIRE SPRINKLER SYSTEMS AS INDICATED ON THE MEP DRAWINGS.
BUILDING & STRUCTURAL: 2013 CBC/CRC WITH
OXNARD AMENDMENTS
ENERGY CONSERVATION: 2010 T-24 ENERGY STANDARDS
2013 CMC
MECHANICAL:
2013 CEC
ELECTRICAL:
2013 CPC
PLUMBING:
2013 CFC
FIRE PROTECTION:
2013 CBC
ACCESSIBILITY:
SPECIAL INSPECTIONS:
SPECIAL INSPECTIONS REQUIRED FOR HILTI-KWIK BOLT TZ (ESR-1917) PER
CBC 1705.1.1 AND TABLE 1705.3.
12. SPRINKLER SYSTEM:
FULLY SPRINKLERED
13. ACCESSIBLE TOILETS:
1 PROVIDED
S1.0
S2.1
S3.1
S5.1
S9.1
S9.2
S9.3
CONTACT: MICHAEL LAWSON
SHEA PROPERTIES
2751 PARK VIEW COURT, SUITE 261
OXNARD, CA. 93036
T: 805.988.7641 | F: 805.988.7815
email: [email protected]
M1.1
M2.1
M2.2
M3.1
M3.2
M3.3
M3.4
M3.5
M3.6
VICINITY PLAN
Plot Date: Nov 02, 2015 - 9:34am Plotted by: cyrus Filename: ox00.dwg
3.
-
14
WRITTEN DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE THE
CONSTRUCTION DRAWINGS
GC TO VERIFY FIELD CONDITIONS AND ALL BUILDING DIMENSIONS IN
FIELD BEFORE PROCEEDING WITH WORK. IN THE EVENT OF A
DISCREPANCY, NOTIFY THE ARCHITECT IMMEDIATELY FOR RESOLUTION
BEFORE PROCEEDING WITH THE WORK.
THE GENERAL CONTRACTOR SHALL COORDINATE ALL PORTIONS OF
THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS.
DIMENSIONS ARE TO THE CENTERLINE OF STRUCTURAL GRID OR TO
FACE OF FINISH UNLESS OTHERWISE INDICATED.
5.
CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE
CONSTRUCTION SITE CLEAN AND FREE OF DEBRIS AT ALL TIMES DURING
CONSTRUCTION. DEBRIS TO BE REMOVED DAILY.
7.
8.
SCOPE OF WORK
11
APPLICABLE CODES: ALL WORK DONE UNDER THIS CONTRACT SHALL
COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS &
CONSTRUCTION CRITERIA OF THE LANDLORD, AND SHALL SATISFY ALL
APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL GOVERNING
BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK
REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY THE TENANT'S
CONTRACTOR. ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION
OF THE WORK SHALL BE SECURED AND PAID FOR BY THE TENANT'S
CONTRACTOR(S).
USE
GENERAL CONTRACTOR SHALL NOTIFY OWNER AND ARCHITECT OF
ANY DISCREPANCIES IN DOCUMENTS BEFORE PROCEEDING WITH
WORK.
RETAIL/OFFICE
STORAGE/UTILITY
TOTAL
AREA
LOAD
FACTOR
OCCUPANTS
4,375
200
29
519
5000
1
4,946
CODE DATA
8
-
PROJECT DIRECTORY
6
P1.1
P1.2
P2.1
P2.2
P2.3
P3.1
PLUMBING SCHEDULES AND DETAILS
PLUMBING SCHEDULES AND DETAILS
WASTE AND VENT PLUMBING PLAN
WATER AND GAS PIPING PLAN
PLUMBING ROOF PLAN
PLUMBING SPECIFICATION
DATE
-
10.09.15
ELECTRICAL
E1.0
E2.0
E2.1
E3.0
E3.1
E4.0
E5.0
E5.1
E6.0
E6.1
PLUMBING CALCULATIONS
CHECK SET
10.09.15 PRELIM. SUBMITTAL
ONE-LINE & NOTE & SYMBOLS
POWER & SIGNAL PLAN
ELECTRICAL DETAILS
LIGHTING PLAN
LIGHTING FIXTURE SCHEDULE
ROOF POWER PLAN
ELECTRICAL SPECIFICATIONS
ELECTRICAL SPECIFICATIONS
TITLE 24 FORMS
TITLE 24 FORMS
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
1
DRAWING DESCRIPTION
COVER SHEET
SCALE
-
13
ISSUE
CPC SECTION 422.2 Separate Facilities, Exception 3:
IN BUSINESSES AND MERCANTILE OCCUPANCIES WITH A
TOTAL OCCUPANT LOAD OF 50 OR LESS INCLUDING
CUSTOMERS AND EMPLOYEES, ONE TOILET FACILITY,
DESIGNED FOR USE BY NO MORE THAN ONE PERSON AT
A TIME, SHALL BE PERMITTED FOR USE BY BOTH SEXES.
ALL BUILDING SIGNAGE IS DEFERRED SUBMITTAL.
550 Kearny Street, Suite 950
San Francisco, CA 94108
tel 415.288.8150
fax 415.288.8181
www.mccalldesign.com
30
WATER CLOSETS
ALTERATION OF AUTOMATIC FIRE SPRINKLER SYSTEM IS REQUIRED,
UNDER SEPARATE PERMIT. COVERAGE SHOULD INCLUDE OVERHANG
OVER FOUR FEET.
GENERAL NOTES
-
CODE REVIEW INFORMATION
4.
6.
MECHANICAL SCHEDULES AND DETAILS
MECHANICAL PLAN
MECHANICAL ROOF PLAN
MECHANICAL SPECIFICATION
REFRIGERATION REFERENCE DRAWING
ENERGY COMPLIANCE
ENERGY COMPLIANCE
ENERGY COMPLIANCE
ENERGY COMPLIANCE
PLUMBING
-
2.
-
N
PET FOOD EXPRESS
THE COLLECTION AT RIVERPARK
1.
16. ASSESSOR'S PARCEL #:
GENERAL STRUCTURAL NOTES
FOUNDATION PLAN/ROOF PLAN/ELEVATION
WALL SECTIONS
TYPICAL CONCRETE DETAILS
TYPICAL LIGHT GAUGE DETAILS
MECHANICAL
14. MAX. TRAVEL DIST. TO EXIT: 132'-0"
PROVIDE FIRE EXTINGUISHERS W/ UL
LABEL & RATING OF NOT LESS THAN
2A10BC W/I 75 FT TRAVEL DISTANCE TO
ALL PORTIONS OF SPACE
McCall Design Group
STRUCTURAL
LANDLORD CONTACT
15. FIRE EXTINGUISHERS:
COVER SHEET
NOTES
ENVELOPE COMPLIANCE
ENVELOPE COMPLIANCE
ENVELOPE COMPLIANCE
ENVELOPE COMPLIANCE
CALGREEN CHECK LIST
CALGREEN CHECK LIST
SCHEDULES
GENERAL NOTES, RESPONSIBILITY MATRIX
ACCESSIBILITY COMPLIANCE
SITE PLAN
EGRESS PLAN
DEMOLITION PLAN
FLOOR PLAN
ENLARGED FLOOR PLAN
RACKING PLAN
FLOOR FINISH PLAN
REFLECTED CEILING PLAN
ROOF PLAN
EXTERIOR ELEVATION - DEMOLITION
EXTERIOR ELEVATION
SECTIONS
SECTIONS
SECTIONS
INTERIOR ELEVATIONS
INTERIOR ELEVATIONS
INTERIOR ELEVATIONS
INTERIOR ELEVATIONS
WALL & CEILING DETAILS
INTERIOR DETAILS
DETAILS
DETAILS
DETAILS
PET WASH DETAILS
PET WASH DETAILS
CASHWRAP DETAIL;S
RACKING DETAILS
MERCHANDISING SIGN PLAN
215022
2. PROJECT DESCRIPTION:
A0.0
A0.00
A0.01
A0.02
A0.03
A0.04
A0.0A
A0.0B
A0.1
A0.2
A0.3
A0.4
A0.5
A1.0
A1.1
A1.1A
A1.2
A1.3
A2.1
A3.1
A4.0
A4.1
A4.2
A4.3
A4.4
A6.1
A6.2
A6.3
A6.4
A7.1
A7.2
A7.3
A7.4
A7.5
A8.1
A8.2
A8.3
A8.4
A9.1
A9.2
A9.3
CONTACT: CAROL DAVIS
PET FOOD EXPRESS
500 85th AVENUE
OAKLAND, CA 94621
T: 510.924.3318| F: 510.924.3242
[email protected]
FILE NUMBER:
656 TOWN CENTER DR
OXNARD, CA 93036
PET FOOD EXPRESS
PET FOOD EXPRESS
656 TOWN CENTER DRIVE
OXNARD, CA.
PET FOOD EXPRESS
1. PROJECT NAME:
-
10
DRAWING INDEX
1
N.T.S.
A0.0
McCall Design Group
DATE
1.
9.
THE CONTRACTOR SHALL VERIFY WITH LOCAL CODES AS TO THE
REQUIREMENT/INSTALLATION OF THE FIRE ALARM SYSTEM.
2.
10. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL ENSURE THE
PROPER WORKING ORDER OF THE SYSTEM(S) AND MAKE ANY
ADJUSTMENTS AS REQUIRED.
3.
11. FIRE ALARM CONTRACTOR SHALL PROVIDE UL/ULC LISTED FIRE
STOPPING SYSTEMS AROUND ALL CONDUIT PENETRATIONS THROUGH
RATED WALLS.
4.
12. FIRE ALARM CONTRACTOR RESPONSIBLE FOR PULLING LOW VOLTAGE
PERMIT OR FIRE ALARM PERMITS FOR HIS WORK IF REQUIRED.
13. GC. MUST USE LAND LORD'S SPECIFIED FIRE ALARM SYSTEM
CONTRACTOR AND CONFIRM TO LAND LORD'S SPECIFICATION AND
REQUIREMENTS.
14. GC. TO INCLUDE ANY SHOP DRAWING REQUIREMENTS COSTS, SHUT
DOWN FEES AND PERMIT FEES IN BID.
15. GC. TO PROVIDE A COMPLETE FIRE ALARM SYSTEM LAYOUT AS PER
LAND LORD, CITY, NFPA CODE REQUIREMENTS, AND OTHER
REQUIREMENTS FROM THE AUTHORITIES HAVING JURISDICTION OVER
THIS PROJECT. FIELD VERIFY AND COORDINATE ALL RELATED
REQUIREMENTS PRIOR TO BID AND WORK COMMENCEMENT.
7.
THE FIRE ALARM CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY
THE EXACT LOCATION OF SMOKE DETECTORS AND FIRE ALARM
INTERFACE PANEL IN TENANT'S DEMISED PREMISES PRIOR TO SUBMITTING
HIS OR HER BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR
ANY EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOB SITE
AND/OR FAILURE TO PREDETERMINE ALL EXISTING CONDITIONS BEFORE
SUBMITTING HIS OR HER BID.
GC. MUST USE LAND LORD'S SPECIFIED FIRE SPRINKLER CONTRACTOR
AND CONFIRM TO LAND LORD'S SPECIFICATION AND REQUIREMENTS
FOR ANY MODIFICATION TO EXISTING FIRE SPRINKLER SYSTEM.
2.
ALL SHUT DOWN FEES MUST BE INCLUDED IN THE BID.
3.
GC. TO MATCH EXISTING SPECIFICATION FOR ALL THE MODIFIED
SPRINKLER HEADS.
4.
LAYOUT MUST BE PROVIDED BY GC. AND APPROVED BY ARCHITECT
PRIOR TO INSTALLATION AND MODIFICATION OF FIRE SPRINKLER
HEADS. PET FOOD EXPRESS WILL NOT BE RESPONSIBLE FOR THE COST
OF THE RELOCATION OF SPRINKLER HEADS NOT PRE APPROVED OR
INSTALLED WITH CONFLICT TO "MY MUTT" SIGNS.
5.
COORDINATE LOCATION AND INSTALLATION OF MODIFIED SPRINKLER
HEADS WITH PET FOOD EXPRESS "MY MUTT" SIGN FRAMES AT PERIMETER
DISPLAY RACKS.
6.
GC. TO INCLUDE ANY SHOP DRAWING REQUIREMENTS COST AND
PERMIT FEES IN BID.
7.
FIRE ALARM NOTES
FIRE SPRINKLER NOTES
PERMIT / LL
11.02.15
BID SET
DRAWING DESCRIPTION
NOTES
SCALE
-
5
10.15.15
SEAL/SIGNATURE
SUPPORT FIRE SPRINKLER SYSTEMS WITH SEISMIC RESTRAINTS IN
ACCORDANCE WITH THE CALIFORNIA BUILDING CODE, 2013
ADDITION.
-
7
ACCESS TO ALL COMPONENTS AND EQUIPMENT MUST BE PROVIDED TO
MEET CODE AND SERVICE/MAINTENANCE EASE.
-
FIRE ALARM NOTES
1.
COORDINATE ALL WORK WITH ALL TRADES INCLUDED BUT NOT LIMITED
TO MECHANICAL, ELECTRICAL, PLUMBING, FIRE SPRINKLER, AND
STRUCTURAL CONTRACTORS. INSTALL ALL WORK TO CLEAR NEW AND
EXISTING ARCHITECTURAL AND STRUCTURAL MEMBERS. NO ITEM SUCH
AS PIPE, DUCT, ETC. IS TO BE IN CONTACT WITH ANY EQUIPMENT.
CONTRACTOR SHALL PROVIDE CUT SHEETS TO PFE FOR ALL EQUIPMENT
AND DEVICES FURNISHED BY THE CONTRACTOR THAT DEVIATE FROM
SPECIFIED ITEM FOR REVIEW AND APPROVAL PRIOR TO THE PURCHASE
OF ANY SUCH EQUIPMENT OR DEVICES.
CHECK SET
LANDLORD'S FIRE ALARM CONTRACTOR SHALL MAKE FINAL
CONNECTIONS TO LANDLORD'S FIRE ALARM SYSTEM AT THE TENANT'S
SOLE COST AND EXPENSE.
6.
8.
10.09.15
TENANT'S FIRE ALARM SYSTEM SHALL BE PRE-TESTED PER LANDLORD'S
CRITERIA AND LOCAL AUTHORITY.
REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION WORK AND
EXACT FIXTURE LOCATIONS.
ISSUE
FIRE ALARM SYSTEM SHALL BE UL/ULC LISTED AND APPROVED BY LOCAL
FIRE OFFICIAL AND FIRE DEPARTMENT.
5.
215022
FILE NUMBER:
PET FOOD EXPRESS
OXNARD, CA.
tel 415.288.8150
fax 415.288.8181
1
N.T.S.
A0.00
N/A
SECTION 301 GENERAL
301.1 SCOPE.
Buildings shall be designed to include the green building measures specified as mandatory in
the application checklists contained in this code. Voluntary green building measures are also included in the
application checklists and may be included in the design and construction of structures covered by this code, but
are not required unless adopted by a city, county, or city and county as specified in Section 101.7.
N/A
301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC]
The provisions of
individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or
greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the
authority of California Building Standards Commission). Code sections relevant to additions and alterations
shall only apply to the portions of the building being added or altered within the scope of the permitted work.
5.106.4.2.1 Short-term bicycle parking. Provide permanently anchored bicycle racks within 200 feet of the
student entrance, readily visible to passers-by, for 5 percent of the student population based on the total
occupant load of the campus, with a minimum of one two-bike capacity rack.
5.106.4.2.2 Long-term bicycle parking. Provide secure bicycle parking for 5% of employees, based on the
total number of motorized vehicle parking capacity in the staff parking lot, with a minimum of one space.
Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet
one of the following:
1. Covered, lockable enclosures with permanently anchored racks for bicycles;
2. Lockable bicycle rooms with permanently anchored racks; or
3. Lockable, permanently anchored bicycle lockers.
TOTAL NUMBER OF PARKING SPACES
NUMBER OF REQUIRED SPACES
0-9
0
10-25
1
302.1 MIXED OCCUPANCY BUILDINGS.
In mixed occupancy buildings, each portion of a building
shall comply with the specific green building measures applicable to each specific occupancy.
ABBREVIATION DEFINITIONS:
Department of Housing and Community Development
California Building Standards Commission
Division of the State Architect, Structural Safety
Office of Statewide Health Planning and Development
Low Rise
High Rise
Additions and Alterations
New
CHAPTER 5
NONRESIDENTIAL MANDATORY MEASURES
3
51-75
6
76-100
8
101-150
11
151-200
16
201 AND OVER
AT LEAST 8% OF TOTAL
5.106.5.2.1 - Parking stall marking. Paint, in the paint used for stall striping, the following
characters such that the lower edge of the last word aligns with the end of the stall striping
and is visible beneath a parked vehicle:
CLEAN AIR / VAN POOL / EV
Note: Vehicles bearing Clean Air Vehicle stickers from expired HOV lane programs
may be considered eligible for designated parking spaces.
PLANNING AND DESIGN
5.106.8 LIGHT POLLUTION REDUCTION. [N] Outdoor lighting systems shall be designed and installed to comply
with the following:
1. The minimum requirements in the California Energy Code for Lighting Zones 1-4 as defined in Chapter 10
N/A
of the California Administrative Code; and
2. Backlight, Uplight and Glare (BUG) ratings as defined in IES TM-15-11; and
3. Allowable BUG ratings not exceeding those shown in Table 5.106.8, or
Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent.
SECTION 5.101 GENERAL
5.101.1 Scope
The provisions of this chapter outline planning, design and development methods that include environmentally
responsible site selection, building design, building siting and development to protect, restore and enhance the
environmental quality of the site and respect the integrity of adjacent properties.
SECTION 5.102 DEFINITIONS
5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
Exceptions: [N]
1. Luminaires that qualify as exceptions in Section 147 of the California Energy Code.
2. Emergency lighting.
CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not
numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of
80 degrees above nadir. This applies to all lateral angles around the luminaire.
Note: [N] See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting
requirements for parking facilities and walkways.
LOW-EMITTING AND FUEL EFFICIENT VEHICLES.
Eligible vehicles are limited to the following:
1. Zero emission vehicle (ZEV), including neighborhood electric vehicles (NEV), partial zero emission
vehicle (PZEV), advanced technology PZEV (AT ZEV) or CNG fueled (original equipment manufacturer
only) regulated under Health and Safety Code section 43800 and CCR, Title 13, Sections 1961 and 1962.
2. High-efficiency vehicles, regulated by U.S. EPA, bearing High-Occupancy Vehicle (HOV) car pool lane
stickers issued by the Department of Motor Vehicles.
5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will
manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface
water include, but are not limited to, the following:
1. Swales.
N/A
2. Water collection and disposal systems.
3. French drains.
4. Water retention gardens.
5. Other water measures which keep surface water away from buildings and aid in groundwater recharge.
NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle"
either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to
zero-emission vehicle standards.
Exception: Additions and alterations not altering the drainage path.
TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent
occupants, such as employees, as distinguished from customers and other transient visitors.
DIVISION 5.2
VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor,
designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used
primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing.
5.201.1 Scope. For the purposes of mandatory energy efficiency standards in this code, the California Energy
Commission will continue to adopt mandatory building standards.
DIVISION 5.3
WATER EFFICIENCY AND CONSERVATION
ZEV. Any vehicle certified to zero-emission standards.
(E)
WC
N/A 5.303.3.2
5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource
efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of
techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting.
5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)
Urinals. The effective flush volume of urinals shall not exceed 0.5 gallons per flush.
Showerheads.
5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 2.0
gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA
WaterSense Specification for Showerheads.
BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction
process, including verifying and documenting that building systems and components are planned, designed, installed,
TEST. A procedure to determine quantitative performance of a system or equipment
5.303.4 WASTEWATER REDUCTION. [N] Each building shall reduce by 20 percent wastewater by one of the
following methods:
1. [BSC, DSA-SS] The installation of water-conserving fixtures (water closets, urinals) meeting the criteria
established in sections 5.303.2 or 5.303.3.
2. [BSC] Utilizing non-potable water systems [captured rainwater, graywater, and municipally treated
wastewater (recycled water) complying with the current edition of the California Plumbing Code or other methods
described in Section A5.304.8.
N/A California Building Code Section 1403.2 (Weather Protection) and California Energy Code Section 150,
5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed
in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table
1401.1 of the California Plumbing Code and in Chapter 6 of this code.
N/A 5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.
SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT
5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by
stringent.
5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods.
N/A 5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain
to prevent water intrusion into buildings as follows:
FIXTURE TYPE
FLOW RATE2
DURATION
DAILY USES
OCCUPANTS2
SHOWER HEADS
2.0 GPM @ 80 PSI
5 MIN.
1
X2a
LAVATORY FAUCETS
(NON-RESIDENTIAL)
0.5 GPM @ 60 PSI
.25 MIN.
3
X
KITCHEN FAUCETS
2.2 GPM @ 60 PSI
4 MIN.
1
X2b
REPLACEMENT AERATORS
2.2 GPM @ 60 PSI
X
2.2 [RIM SPACE
(IN.)/20 GPM@60 PSI]
X
WASH FOUNTAINS
0.25 GAL/CYCLE
0.25 MIN.
.25 [RIM SPACE
(IN.)/20 GPM@60 PSI]
0.25 MIN.
GRAVITY TANK WATER
CLOSET
1.28 GAL/FLUSH
1 FLUSH
1 MALE1,
3 FEMALE
X
FLUSHOMETER TANK
WATER CLOSET
1.28 GAL/FLUSH
1 FLUSH
1 MALE1,
3 FEMALE
X
FLUSHOMETER VALVE
WATER CLOSET
1.28 GAL/FLUSH
1 FLUSH
1 MALE1,
3 FEMALE
X
ELECTROMECHANICAL
HYDRAULIC WATER CLOSET
1.28 GAL/FLUSH
1 FLUSH
1 MALE1,
3 FEMALE
X
0.5 GAL/FLUSH
1 FLUSH
2 MALE
X
METERING FAUCETS
METERING FAUCETS FOR
WASH FOUNTAINS
URINALS
3
X
X
FIXTURE "WATER USE" = FLOW RATE X DURATION X OCCUPANTS X DAILY USES
1. THE DAILY USE NUMBER SHALL BE INCREASED TO THREE IF URINALS ARE NOT INSTALLED IN THE
ROOM.
2. REFER TO TABLE A, CHAPTER 4, CALIF. PLUMBING CODE, FOR OCCUPANT LOAD FACTORS.
a. SHOWER USE BY OCCUPANTS DEPENDS ON THE TYPE OF USE OF A BUILDING OR PORTION OF A
BUILDING, E.G., TOTAL OCCUPANT LOAD FOR A HEALTH CLUB, BUT ONLY A FRACTION OF THE
OCCUPANTS IN AN OFFICE BUILDING AS DETERMINED BY THE ANTICIPATED NUMBER OF USERS
b. NONRESIDENTIAL KITCHEN FAUCET USE IS DETERMINED BY THE OCCUPANT LOAD OF THE AREA
SERVED BY THE FIXTURE.
3. USE WORKSHEET WS-1 TO CALCULATE BASELINE WATER USE.
TABLE 5.303.2.3 - FIXTURE FLOW RATES
FIXTURE TYPE
GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that
has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy
bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or
operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom
washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or
dishwashers.
Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control
N/A 5.106.1.2
Best Management Practices (BMP). Prevent the loss of soil through wind or water erosion by
implementing an effective combination of erosion and sediment control and good housekeeping BMP.
1. Soil loss BMP that should be considered for each project include, but are not limited to, the following:
a. Scheduling construction activity.
b. Preservation of natural features, vegetation and soil.
c. Drainage swales or lined ditches to control stormwater flow.
d. Mulching or hydroseeding to stabilize disturbed soils.
e. Erosion control to protect slopes.
f. Protection of storm drain inlets (gravel bags or catch basin inserts).
g. Perimeter sediment control (perimeter silt fence, fiber rolls).
h. Sediment trap or sediment basin to retain sediment on site.
i. Stabilized construction exits.
j. Wind erosion control.
k. Other soil loss BMP acceptable to the enforcing agency.
2. Good housekeeping BMP to manage construction equipment, materials and wastes that should be
considered for implementation as appropriate for each project include, but are not limited to, the following:
a. Material handling and waste management.
b. Building materials stockpile management.
c. Management of washout areas (concrete, paints, stucco, etc.).
d. Control of vehicle/equipment fueling to contractor's staging area.
e. Vehicle and equipment cleaning performed off site.
f. Spill prevention and control.
g. Other housekeeping BMP acceptable to the enforcing agency.
RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a
controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water
treated to remove waste matter attaining a quality that is suitable to use the water again.
SUBMETER. A meter installed subordinate to a site meter. Usually used to measure water intended for one purpose,
such as landscape irrigation. For the purposes of CALGreen, a dedicated meter may be considered a submeter.
5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as
specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the
State Architect pursuant to Section 105, comply with Section 5.106.4.2
WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied
water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape
Ordinance (MWELO).
Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local
ordinance, whichever is stricter.
SECTION 5.303 INDOOR WATER USE
5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections
503.1.1 and 503.1.2.
5.106.4.1.1 Short-term bicycle parking. [BSC] If the project or an addition or alteration is anticipated to
generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance,
readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a
minimum of one two-bike capacity rack.
Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.
N/A 5.303.1.1 Buildings in excess of 50,000 square feet.
Separate submeters shall be installed as follows:
1. For each individual leased, rented or other tenant space within the building projected to consume more
than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or
food service, medical or dental office, laboratory, or beauty salon or barber shop.
2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the
following subsystems:
a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s).
b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s).
c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).
5.106.4.1.2 Long-term bicycle parking. For new buildings with over 10 tenant-occupants or for additions or
alterations that add 10 or more tenant vehicular parking spaces, provide secure bicycle parking for 5 percent
of the tenant vehicle parking spaces being added, with a minimum of one space. Acceptable parking facilities
shall be convenient from the street and shall meet one of the following:
1. Covered, lockable enclosures with permanently anchored racks for bicycles;
2. Lockable bicycle rooms with permanently anchored racks; or
3. Lockable, permanently anchored bicycle lockers.
5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within
a new building or within an addition that is projected to consume more than 1,000 gal/day.
Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento
Area Bicycle Advocates.
5.303.2 WATER REDUCTION. Plumbing fixtures shall meet the maximum flow rate values shown in Table 5.303.2.3
Exception: Building that demonstrate 20% overall water use reduction. In this case, a calculation demonstrating
a 20% reduction in the building "water use baseline," as established in Table 5.303.2.2, shall be provided.
REF.
P0.1
KITCHEN FAUCETS
1.8 GPM @ 60 PSI
WASH FOUNTAINS
1.8 [RIM SPACE (IN.)/20 GPM @ 60 PSI]
METERING FAUCETS FOR
WASH FOUNTAINS
5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane.
SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND
RECYCLING
REF.
4/A0.3
GC TO
SUBMIT
5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 50% of the
non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or
meet a local construction and demolition waste management ordinance, whichever is more stringent.
5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and
demolition waste management ordinance, submit a construction waste management plan that:
1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage,
recycling, reuse on the project or salvage for future use or sale.
2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or
bulk mixed (single stream).
3. Identifies diversion facilities where construction and demolition waste material collected will be taken.
4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated by
weight or volume, but not by both.
5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable
documentation that the percentage of construction and demolition waste material diverted from the landfill
complies with this section.
Note: The owner or contractor shall make the determination if the construction and demolition waste material
will be diverted by a waste management company.
Exceptions to Sections 5.408.1.1 and 5.408.1.2:
1. Excavated soil and land-clearing debris.
2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle
facilities capable of compliance with this item do not exist.
3. Demolition waste meeting local ordinance or calculated in consideration of loacl recycleing facilities
and markets.
5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does
not exceed two pounds per square foot of building area may be deemed to meet the 50% minimum requirement
as approved by the enforcing agency.
0.20 GALLONS/CYCLE
.20 [RIM SPACE (IN.)/20 GPM @ 60 PSI]
Notes:
1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)"
located at www.bsc.ca.gov/Home/CALGreen.aspx may be used to assist in documenting compliance with the
waste management plan.
2. Mixed construction and demolition debris processors can be located at the California Department of
Resources Recycling and Recovery (CalRecycle).
5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. [BSC] 100 percent of trees, stumps, rocks and
N/A associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased
project, such material may be stockpiled on site until the storage site is developed.
Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.
SECTION 5.304 OUTDOOR WATER USE
5.304.1 WATER BUDGET. A water budget shall be developed for landscape irrigation use that installed in conjunction
N/A with a new building or an addition or alteration conforms to the local water efficient landscape ordinance or to the
California Department of Water Resources Water Efficient Landscape Ordinance where no local ordinance is
applicable.
POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking
Water Standards. See definition in the California Plumbing Code, Part 5.
POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic puroses, and meets the U.S.
Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority
Having Jurisdiction.
MAX. FLOW RATE @ 20% REDUCTION
METERING FAUCETS
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape
design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed
landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and
climatological parameters.
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance
9California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and
maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least
as effective as the MWELO.
5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by
using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings
plus at least one of the following:
1. An installed awning at least 4 feet in depth.
2. The door is protected by a roof overhang at least 4 feet in depth.
3. The door is recessed at least 4 feet.
4. Other methods which provide equivalent protection.
5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates
compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as
necessary and shall be accessible during construction for examination by the enforcing agency.
5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference)
ordinance.
tel 415.288.8150
fax 415.288.8181
BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals,
according to design quantities.
5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one
showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single
valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to allow only one
shower outlet to be in operation at a time.
Note: A hand-held shower shall be considered a showerhead.
5.106.1 STORM WATER POLLUTION PREVENTION. Newly constructed projects and additions which disturb less
than one acre of land shall prevent the pollution of storm water runoff from the construction activities through one
or more of the following measures:
McCall Design Group
ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or
adjust a damper.
N/A 5.303.3.3
REF.
P0.1
DIVISION 5.4 MATERIAL CONSERVATION
AND RESOURCE EFFICIENCY
Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of
two reduced flushes and one full flush.
5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors
and in wastewater conveyance.
SECTION 5.106 SITE DEVELOPMENT
N/A 5.106.4.1 Bicycle parking. [BSC]
ENERGY EFFICIENCY
Note: Source: Vehicle Code, Division 1, Section 668
N/A 5.106.1.1
Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush.
Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification
for Tank-Type toilets.
TABLE 5.303.2.2 - WATER USE BASELINE3
N/A
Plot Date: Nov 02, 2015 - 9:34am Plotted by: cyrus Filename: ox00a.dwg
25-50
INSPECTOR
SIGNOFF
N/A 5.303.3.1
TABLE 5.106.5.2 - PARKING
SECTION 302 MIXED OCCUPANCY BUILDINGS
DIVISION 5.1
5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and
urinals) and fittings (faucets and showerheads) shall comply with the following:
5.106.5.2 DESIGNATED PARKING. In new projects or additions or alterations that add 10 or more vehicular
parking spaces, provide designated parking for any combination of low-emitting, fuel-efficient and carpool/van pool
vehicles as follows:
A code section will be designated by a banner to indicate where the code section only applies to newly
constructed building [N] or to additions and alterations [AA]. When the code section applies to both, no banner
will be used.
HCD
BSC
DSA-SS
OSHPD
LR
HR
AA
N
INSPECTOR
SIGNOFF
Note: Prescriptive measures to assist in compliance with the water budget are listed in Sections 492.5
through 492.8, 492.10 and 492.11 of the ordinance, which may be found at:
http://www.water.ca.gov/wateruseefficiency/docs/WaterOrdSec492.cfm
5.304.2 OUTDOOR POTABLE WATER USE. For new water service or for addition or alteration requiring upgraded
N/A water service for landscaped areas of at least 1,000 square feet but not more than 5,000 square feet (the level at
water use.
5.304.3 IRRIGATION DESIGN. In new nonresidential construction with at least 1,000 but not more than 2,500 square
N/A feet of cumulative landscaped area (the level at which the MWELO applies), install irrigation controllers and
sensors which include the following criteria, and meet manufacturer's recommendations.
N/A
5.304.3.1 Irrigation controllers. Automatic irrigation system controllers installed at the time of final inspection
shall comply with the following:
1.
Notes:
1. If contamination by disease or pest infestation is suspected, contact the County Agricultural
Commissioner and follow its direction for recycling or disposal of the material.
2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food
and Agriculture. (www.cdfa.ca.gov)
SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS
DATE
ISSUE
10.09.15
5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are
N/A identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a
minimum) paper, corrugated cardboard, glass, plastics and metals or meet a lawfully enacted local recycling
ordinance, if more restrictive..
215022
5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections 5.106.4.2.1
and 5.106.4.2.2
FILE NUMBER:
INSPECTOR
SIGNOFF
CHAPTER 3
GREEN BUILDING
PET FOOD EXPRESS
OXNARD, CA.
INSPECTOR
SIGNOFF
CHECK SET
N/A 5.410.1.1 Additions. [A]
All additions conducted within a 12-month period under single or multiple permits,
resulting in an increase of 30% or more in floor area, shall provide recycling areas on site.
Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor
area.
N/A 5.410.1.2 Sample ordinance.
Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division
30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling
Access Act of 1991 (Act).
Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
Controllers shall be weather- or soil moisture-based controllers that automatically adjust irrigation in
5.410.2 COMMISSIONING. [N] For new buildings 10,000 square feet and over, building commissioning shall be
2. Weather-based controllers without integral rain sensors or communication systems that account for local
rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the
controller(s). Soil moisture-based controllers are not required to have rain sensor input.
Note: More information regarding irrigation controller function and specifications is available from the
Irrigation Association.
N/A included in the design and construction processes of the building project to verify that the building systems and
in accordance with this section by trained personnel with experience on projects of comparable size and
complexity. Commissioning requirements shall include:
1.
2. Basis of design.
2. Commissioning measures shown in the construction documents.
4. Commissioning plan.
5. Functional performance testing.
6. Documentation and training.
7. Commissioning report.
Exceptions:
1. Dry storage warehouses of any size.
2. Areas under 10,000 square feet used for offices or other conditioned accessory spaces within dry
storage warehouses.
3. Tenant improvements under 10,000 square feet as described in Section 303.1.1
4. Commissioning requirements for energy systems covered by the 2013 California Energy Code.
DRAWING DESCRIPTION
CALGREEN CHECKLIST
All building systems and components covered by Title 24, Part 6, as well as process equipment and controls, and
renewable energy systems shall be included in the scope of the commissioning requirements.
SCALE
5.303.2.1 Areas of addition or alteration. For those occupancies within the authority of the California Building
Standards Commission as specified in Section 103, the provisions of Section 5.303.2 and Section 5.303.3 shall
apply to new fixtures in additions or areas of alteration to the building.
2013 CALIFORNIA GREEN BUILDING STANDARDS CODE: NON-RESIDENTIAL MANDATORY MEASURES
NTS
1
A0.0A
REF.
M0.1
N/A 5.410.2.2 Basis of Design (BOD). [A]
A written explanation of how the design of the building systems meets the
OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the
following systems:
1. Heating, ventilation, air conditioning (HVAC) systems and controls [refer to 2013 California Energy Code,
Section 120.8(c)].
2. Indoor lighting system and controls [refer to 2013 California Energy Code, Section 120.8(c)].
3. Water heating system [refer to 2013 California Energy Code, Section 120.8(c)].
4. Renewable energy systems.
5. Landscape irrigation systems.
6. Water reuse systems.
N/A 5.410.2.3 Commissioning plan. [N]
Prior to permit issuance a commissioning plan shall be completed to
document how the project will be commissioned. The commissioning plan shall include the following:
1. General project information.
2. Commissioning goals.
3. Systems to be commissioned. Plans to test systems and components shall include:
a. An explanation of the original design intent.
b. Equipment and systems to be tested, including the extent of tests.
c. Functions to be tested.
d. Conditions under which the test shall be performed.
e. Measurable criteria for acceptable performance.
4. Commissioning team information.
5. Commissioning process activities, schedules and responsibilities. Plans for the completion of
commissioning shall be included.
REF.
M0.1
REF.
4/A0.3
5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet
the requirements of the following standards:
1. Adhesives, adhesive bonding primers adhesive primers, sealants, sealant primers and caulks shall
comply with local or regional air pollution control or air quality management district rules where
applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such
products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds
(chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for
aerosol products as specified in subsection 2, below.
5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be
completed within the systems manual and delivered to the building owner or representative. The systems manual
shall include the following:
1. Site information, including facility description, history and current requirements.
2. Site contact information.
3. Basic operations and maintenance, including general site operating procedures, basic
troubleshooting, recommended maintenance requirements, site events log.
4. Major systems.
5. Site equipment inventory and maintenance notes.
6. A copy of verifications required by the enforcing agency or this code.
7. Other resources and documentation, if applicable.
5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for
each equipment type and/or system shall be developed and documented in the commissioning report and shall
include the following:
1. System/equipment overview (what it is, what it does and with what other systems and/or equipment
it interfaces).
2. Review and demonstration of servicing/preventive maintenance.
3. Review of the information in the Systems Manual.
4. Review of the record drawings on the system/equipment.
CARPET PAD ADHESIVES
50
OUTDOOR CARPET ADHESIVES
150
WOOD FLOORING ADHESIVES
100
RUBBER FLOOR ADHESIVES
60
SUBFLOOR ADHESIVES
50
CERAMIC TILE ADHESIVES
65
VCT & ASPHALT TILE ADHESIVES
50
DRYWALL & PANEL ADHESIVES
50
COVE BASE ADHESIVES
50
MULTIPURPOSE CONSTRUCTION ADHESIVES
70
STRUCTURAL GLAZING ADHESIVES
100
SINGLE-PLY ROOF MEMBRANE ADHESIVES
250
OTHER ADHESIVES NOT SPECIFICALLY LISTED
50
A report of commissioning process activities undertaken through the design,
construction phases of the building project shall be completed and provided to the owner or representative.
Note: Guidance on implementation and enforcement of commissioning requirements, including sample
compliance forms and templates, may be found in Appendix A6, Division A6.1, of this code.
5.410.4 TESTING AND ADJUSTING. Testing and adjusting of systems shall be required for buildings less than
10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1.
5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be
included for testing and adjusting shall include at a minimum, as applicable to the project:
1. HVAC systems and controls.
2. Indoor and outdoor lighting and controls.
3. Water heating systems.
4. Renewable energy systems.
5. Landscape irrigation systems.
6. Water reuse systems.
5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system
serving a building or space is operated for normal use, the system shall be balanced in accordance with the
procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National
Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as
approved by the enforcing agency.
Plot Date: Nov 02, 2015 - 9:34am Plotted by: cyrus Filename: ox00a.dwg
5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that
are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and
neighbors.
5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)
Note: See CCR, Title 17, Section 93120.1.
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to
ozone formation in the troposphere.
SECTION 5.503 FIREPLACES
5.503.1 GENERAL. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed
N/A woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6,
Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local
ordinances.
N/A 5.503.1.1 Woodstoves.
where applicable.
Woodstoves and pellet stoves shall comply with U.S. EPA Phase II emission limits
REF.
4/A0.3
BITUMINOUS ROOF COATINGS
50
BITUMINOUS ROOF PRIMERS
350
BOND BREAKERS
350
CONCRETE CURING COMPOUNDS
350
CONCRETE/MASONRY SEALERS
100
DRIVEWAY SEALERS
50
DRY FOG COATINGS
150
FAUX FINISHING COATINGS
350
FIRE RESISTIVE COATINGS
350
FLOOR COATINGS
100
FORM-RELEASE COMPOUNDS
250
GRAPHIC ARTS COATINGS (SIGN PAINTS)
500
HIGH-TEMPERATURE COATINGS
420
INDUSTRIAL MAINTENANCE COATINGS
250
LOW SOLIDS COATINGS1
120
MAGNESITE CEMENT COATINGS
450
MASTIC TEXTURE COATINGS
100
METALLIC PIGMENTED COATINGS
500
MULTICOLOR COATINGS
250
PRETREATMENT WASH PRIMERS
420
PRIMERS, SEALERS, & UNDERCOATERS
100
REACTIVE PENETRATING SEALERS
350
RECYCLED COATINGS
250
ROOF COATINGS
50
RUST PREVENTATIVE COATINGS
250
250
ADHESIVE PRIMER FOR PLASTIC
550
STONE CONSOLIDANTS
450
CONTACT ADHESIVE
80
SWIMMING POOL COATINGS
340
SPECIAL PURPOSE CONTACT ADHESIVE
250
TRAFFIC MARKING COATINGS
100
STRUCTURAL WOOD MEMBER ADHESIVE
140
TUB & TILE REFINISH COATINGS
420
TOP & TRIM ADHESIVE
250
WATERPROOFING MEMBRANES
250
WOOD COATINGS
275
PLASTIC CEMENT WELDING
METAL TO METAL
30
WOOD PRESERVATIVES
350
PLASTIC FOAMS
50
ZINC-RICH PRIMERS
340
POROUS MATERIAL (EXCEPT WOOD)
50
1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS
WOOD
30
2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN
THE TABLE.
FIBERGLASS
80
ARCHITECTURAL
250
MARINE DECK
760
NONMEMBRANE ROOF
300
ROADWAY
250
SINGLE-PLY ROOF MEMBRANE
450
OTHER
420
NONPOROUS
250
POROUS
775
MODIFIED BITUMINOUS
500
MARINE DECK
760
OTHER
750
5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of
the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more
stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty
coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat
or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007
California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or
Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.
5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for
ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds
and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title
17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality
Management District additionally comply with the percent VOC by weight of product limits of Regulation 8
Rule 49.
2013 CALIFORNIA GREEN BUILDING STANDARDS CODE: NON-RESIDENTIAL MANDATORY MEASURES
REF.
4/A0.3
5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of
the enforcing agency. Documentation may include, but is not limited to, the following:
1.
Manufacturer's product specification
2.
Field verification of on-site product containers
N/A 5.504.4.4 Carpet Systems. All carpet installed in the building interior shall meet at least one of the testing and
product requirements:
1. Carpet and Rug Institute's Green Label Plus Program.
2. Compliant with the VOC-emission limits and testing requirements specified in the California
Department of Public Health Standard Method for the Testing and Evaluation of Volatile Organic
Chemical Emissions from Indoor Sources Using Environmental Chambers, Version 1.1, February 2010
(also known as CDPH Standard Method V1.1 or Specification 01350).
3. NSF/ANSI 140 at the Gold level or higher;
4. Scientific Certifications Systems Sustainable Choice; or
5. Compliant with the California Collaborative for High Performance Schools (CA-CHPS) Criteria
Interpretation for EQ 2.2 dated July 2012 and listed in the CHPS High Performance Product Database.
5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the
requirements of the Carpet and Rug Institute Green Label program.
5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.
REF.
4/A0.3
5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard
composite wood products used on the interior or exterior of the buildings shall meet the requirements for
formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.).
Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table
5.504.4.5.
5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested
by the enforcing agency. Documentation shall include at least one of the following:
1. Product certifications and specifications.
2. Chain of custody certifications.
3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see
CCR, Title 17,
Section 93120, et seq.).
4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered
Wood Association, the Australian AS/NZS 2269 or European 636 3S standards.
5. Other methods acceptable to the enforcing agency.
TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1
MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION
PRODUCT
5.504.4.6 Resilient flooring systems. For 80 percent of floor area receiving resilient flooring, installed
resilient flooring shall meet at least one of the following:
1. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program;
2. Compliant with the VOC-emission limits and testing requirements specified in the California
Department of Public Health's 2010 Standard Method for the Testing and Evaluation Chambers, Version
1.1, February 2010;
3. Compliant with the California Collaborative for High Performance Schools (CA-CHPS) Criteria
Interpretation for EQ 2.2 dated July 2012 and listed in the CHPS High Performance Product Database; or
4. Compliant with CDPH criteria as certified under the Greenguard Children's & Schools Program.
McCall Design Group
tel 415.288.8150
fax 415.288.8181
5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring
materials meet the pollutant emission limits.
N/A 5.504.5.3 Filters.
(E)
AHUs
In mechanically ventilated buildings, provide regularly occupied areas of the building with air
filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8.
MERV 8 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the
same value shall be included in the operation and maintenance manual.
Exceptions:
1. An ASHRAE 10% to 15% efficiency filter shall be permitted for an HVAC unit meeting the 2013
California Energy Code having 60,000 Btu/h or less capacity per fan coil, if the energy use of the air
delivery system is 0.4 W/cfm or less at design air flow.
2. Existing mechanical equipment.
5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking,
N/A prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the
building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of
any city, county, city and county, California Community College, campus of the California State University, or
campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are
not in place, post signage to inform building occupants of the prohibitions.
SECTION 5.505 INDOOR MOISTURE CONTROL
5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code,
N/A CCR, Title 24, Part 2, Sections 1203 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures not
applicable to low-rise residential occupancies, see Section 5.407.2 of this code.
SECTION 5.506 INDOOR AIR QUALITY
5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum
N/A requirements of Section 121 (Requirements For Ventilation) of the 2010 California Energy Code, or the applicable
local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.
5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control
ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the
requirements of the 2013 California Energy Code, Section 120(c)(4).
SECTION 5.507 ENVIRONMENTAL COMFORT
5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class
N/A (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound
Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or
performance method in Section 5.507.4.1 or 5.507.4.2.
Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise,
as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and
utility buildings.
Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all
subsections apply only to new construction.
N/A 5.507.4.1 Exterior noise transmission, prescriptive method.
Wall and roof-ceiling assemblies exposed to the
noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating
of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or
OITC of 30 in the following locations:
1.
Within the 65 CNEL noise contour of an airport.
Exceptions:
1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible
Land Use Zone (AICUZ) plan.
2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed
shall be determined by the local general plan noise element.
2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or
fixed-guideway source as determined by the Noise Element of the General Plan.
N/A 5.507.4.2
Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and
roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered
envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does
not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.
5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as
appropriate to the building, addition or alteration project to mitigate sound migration to the interior.
5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior sound
levels shall be prepared by personnel approved by the architect or engineer of record.
N/A 5.507.4.3 Interior sound.
3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD,
ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE
FROM THE AIR RESOURCES BOARD.
CURRENT VOC LIMIT
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO
MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH
COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.
MERV.
400
STAINS
325
ARCHITECTURAL
COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium
BASEMENT SPECIALTY COATINGS
250
ABS WELDING
SEALANT PRIMERS
COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn),
except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm
to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn.
400
100
490
SEALANTS
ALUMINUM ROOF COATINGS
SPECIALTY PRIMERS, SEALERS & UNDERCOATERS
CPVC WELDING
Less Water and Less Exempt Compounds in Grams per Liter
ENVIRONMENTAL QUALITY
150
550
TABLE 5.504.4.2 - SEALANT VOC LIMIT
5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required
by the enforcing agency.
NONFLAT HIGH GLOSS COATINGS
OPAQUE
2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE
THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR
QUALITY MANAGEMENT DISTRICT RULE 1168,
www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF
5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with
detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M
instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related
regulations.
100
730
510
1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER,
THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.
5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing
signed by the individual responsible for performing these services.
NONFLAT COATINGS
CLEAR
PVC WELDING
SUBSTRATE SPECIFIC APPLICATIONS
5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's
specifications and applicable standards on each system.
50
SHELLACS:
SPECIALTY APPLICATIONS
N/A 5.410.2.6 Commissioning report.
VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with
vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain
hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).
Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC
definition included in that specific regulation is the one that prevails for the specific measure in question.
CURRENT VOC LIMIT
50
INSPECTOR
SIGNOFF
SPECIALTY COATINGS
5.504.4 Finish material pollutant control. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.4.
INDOOR CARPET ADHESIVES
CURRENT VOC LIMIT
FLAT COATINGS
Less Water and Less Exempt Compounds in Grams per Liter
5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required,
including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title
8, Section 5142, and other related regulations.
DIVISION 5.5
COATING CATEGORY
5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of
rough installation, or during storage on the construction site and until final startup of the heating, cooling and
ventilating equipment, all duct and other related air distribution component openings shall be covered with tape,
plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and
debris which may collect in the system.
ARCHITECTURAL APPLICATIONS
TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL
COATINGS2,3
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS
TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2
Functional performance tests shall demonstrate the correct
installation and operation of each component, system and system-to-system interface in accordance with the
approved plans and specifications. Functional performance testing reports shall contain information addressing
each of the building components tested, the testing methods utilized, and include any readings and adjustments
made.
REF.
M0.1
5.504.1.3 Temporary ventilation. The permanent HVAC system shall only be used during construction if
necessary to condition the building or areas of addition or alteration within the required temperature range for
material and equipment installation. If the HVAC system is used during construction, use return air filters with a
Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30%
based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied
during alteration, at the conclusion of construction.
2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in
units of product, less packaging, which do not weigh more than one pound and do not consist of more
than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including
prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing
with Section 94507.
N/A 5.410.2.4 Functional performance testing. [A]
REF.
M0.1
INSPECTOR
SIGNOFF
SECTION 5.504 POLLUTANT CONTROL
CURRENT LIMIT
Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and
public places shall have an STC of at least 40.
Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise
Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.
CHAPTER 7
INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING.
HVAC system installers shall be trained and certified in the proper
installation of HVAC systems including ducts and equipment by a nationally or regionally recognized
training or certification program. Uncertified persons may perform HVAC installations when under the
direct supervision and responsibility of a person trained and certified to install HVAC systems or
contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification
programs include but are not limited to the following:
1. State certified apprenticeship programs.
2. Public utility training programs.
3. Training programs sponsored by trade, labor or statewide energy consulting or verification
organizations.
4. Programs sponsored by manufacturing organizations.
5. Other programs acceptable to the enforcing agency.
ISSUE
10.09.15
702.2 SPECIAL INSPECTION [HCD].
When required by the enforcing agency, the owner or
the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide
inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall
demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection
or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing
agency, the following certifications or education may be considered by the enforcing agency when
evaluating the qualifications of a special inspector:
CHECK SET
1. Certification by a national or regional green building program or standard publisher.
2. Certification by a statewide energy consulting or verification organization, such as HERS raters,
building performance contractors, and home energy auditors.
3. Successful completion of a third party apprentice training program in the appropriate trade.
4. Other programs acceptable to the enforcing agency.
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
Notes:
1. Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate
homes in California according to the Home Energy Rating System (HERS).
[BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's
agent shall employ one or more special inspectors to provide inspection or other duties necessary to
substantiate compliance with this code. Special inspectors shall demonstrate competence to the
satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In
addition, the special inspector shall have a certification from a recognized state, national or international
association, as determined by the local agency. The area of certification shall be closely related to the
primary job function, as determined by the local agency.
HARDWOOD PLYWOOD VENEER CORE
0.05
HARDWOOD PLYWOOD COMPOSITE CORE
0.05
PARTICLE BOARD
0.09
MEDIUM DENSITY FIBERBOARD
0.11
703 VERIFICATIONS
THIN MEDIUM DENSITY FIBERBOARD2
0.13
703.1 DOCUMENTATION.
1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD,
AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR
ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH
93120.12.
DATE
215022
INSPECTOR
SIGNOFF
FILE NUMBER:
5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and
N/A requirements of the building appropriate to its phase shall be documented before the design phase of the project
begins. This documentation shall include the following:
1. Environmental and sustainability goals.
2. Energy efficiency goals [refer to 2013 California Energy Code, Section 120.8(b)].
3. Indoor environmental quality requirements.
4. Project program, including facility functions and hours of operation, and need for after hours operation.
5. Equipment and systems expectations.
6. Building occupant and operation and maintenance (O&M) personnel expectations.
PET FOOD EXPRESS
OXNARD, CA.
INSPECTOR
SIGNOFF
DRAWING DESCRIPTION
Note: Special inspectors shall be independent entities with no financial interest in the materials or
the project they are inspecting for compliance with this code.
CALGREEN CHECKLIST
Documentation used to show compliance with this code shall include
but is not limited to, construction documents, plans, specifications, builder or installer certification,
inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial
conformance. When specific documentation or special inspection is necessary to verify compliance, that
method of compliance will be specified in the appropriate section or identified applicable checklist.
SCALE
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM).
NTS
1
A0.0A
McCall Design Group
DATE
215022
FILE NUMBER:
PET FOOD EXPRESS
OXNARD, CA.
tel 415.288.8150
fax 415.288.8181
ISSUE
10.09.15
CHECK SET
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
DRAWING DESCRIPTION
ENVELOPE COMPLIANCE
SCALE
ENVELOPE COMPLIANCE
NTS
1
A0.02
McCall Design Group
DATE
215022
FILE NUMBER:
PET FOOD EXPRESS
OXNARD, CA.
tel 415.288.8150
fax 415.288.8181
ISSUE
10.09.15
CHECK SET
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
DRAWING DESCRIPTION
ENVELOPE COMPLIANCE
SCALE
ENVELOPE COMPLIANCE
NTS
1
A0.03
McCall Design Group
DATE
215022
FILE NUMBER:
PET FOOD EXPRESS
OXNARD, CA.
tel 415.288.8150
fax 415.288.8181
ISSUE
10.09.15
CHECK SET
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
DRAWING DESCRIPTION
ENVELOPE COMPLIANCE
SCALE
ENVELOPE COMPLIANCE
NTS
1
A0.04
McCall Design Group
DATE
215022
FILE NUMBER:
PET FOOD EXPRESS
OXNARD, CA.
tel 415.288.8150
fax 415.288.8181
ISSUE
10.09.15
CHECK SET
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
DRAWING DESCRIPTION
CALGREEN CHECKLIST
SCALE
ENVELOPE COMPLIANCE
NTS
1
A0.01
DOOR SCHEDULES
ROOM FINISH SCHEDULE
COVE VINYL BASE
WALLS
CEILING
PAINTED GYP. BD.
CERAMIC TILE
COVE TILE BASE
CERAMIC TILE ON CONC. BACKER BD.
A.C.T.
OFFICE
POLISHED CONCRETE
COVE VINYL BASE
PAINTED GYP. BD.
PAINTED GYP. BD.
RESTROOMS
POLISHED CONCRETE
COVE TILE BASE
60"H TILE WAINSCOT & PAINTED W.R. GYP. BD.
PAINTED GYP. BD.
RECEIVING
POLISHED CONCRETE
COVE VINYL BASE
48"H PLYWOOD WAINSCOT & PAINTED GYP. BD.
EXPOSED STRUCTURE
UTILITY
POLISHED CONCRETE
COVE VINYL BASE
PAINTED GYP. BD.
EXPOSED STRUCTURE
ADOPTION
POLISHED CONCRETE
COVE VINYL BASE
PAINTED GYP. BD.
VIP WELLCARE
POLISHED CONCRETE
COVE VINYL BASE
PAINTED GYP. BD.
MARK
MATERIAL
M_1
FLOOR MAT
C_1
POLISHED CONCRETE
T_1
T_4
CT_1
3" X 3" TILE
RUBBER FLOOR
CARPET TILE
LOCATION
HW
DOOR
EXPOSED STRUCTURE: PAINT P-1
PET WASH
FLOOR FINISHES
REMARKS
A
MARK
12'-0"W x 7'-0"H x 1-3/4"
24" X 48" CEILING TILE
WHITE VINYL CAP SHEET
P_1
ACT_2
PAINT - WHITE
24" X 24" CEILING TILE
STANLEY DURAGLIDE SERIES 3000 - WITH CAMDEN CM-5000R ACTIVATION
OVERRIDE SWITCHES LOCATED AT CASHWRAP AND PET WASH AREA, SEE NOTE 1IN
10A0.1. READILY VISIBLE SIGN LOCATED ADJACENT TO DOORS STATING "THESE
DOOR MUST REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" IN 1" HIGH LETTERS
ON CONTRASTING BACKGROUND. SEE NOTE 4 IN 10/A0.1
CLEAR TEMPERED
HOLLOW METAL
NONE
-
RECEIVING (ROLL-UP)
BY LL
F
7-0"W x 8'-0"H
PAINTED METAL
METAL
NONE
R & S ROLL-UP SERVICE DOOR; MANUALLY OPERATED WITH 20 GAUGE TYPE 25
STANDARD FLAT SLATS; INSTALL PER MANUFACTURER'S SPECIFICATIONS
KOROGARD 2" X 48" H STAINLESS STEEL
CORNER GUARDS AT ALL CORNERS
C
ELIASON DOOR
D
6'-0"W x 7'-0"H x 1-3/4"T (PAIR)
SOLID CORE WOOD
HOLLOW METAL
NONE
HARDWARE TYPE SCP-6 (WILSONART WILD CHERRY LAMINATE 7054-60)
ACCESSORIES AND WINDOW ASSEMBLY; SCP/G 14" X 15" CLEAR WINDOW
GC TO PROVIDE SOUND INSULATION AT
WALLS AND CEILINGS
B
(E) EXIT (RELOCATE)
G
3-0"W x 7'-0"H X 1-3/4"T
HOLLOW METAL
HOLLOW METAL
NONE
PAINTED GYP. BD.
E
OFFICE
C
3'-0"W x 7'-0"H X 1-3/4"T
SOLID CORE WOOD
HOLLOW METAL
CLEAR TEMPERED
PAINTED GYP. BD.
F
CLOSET
H
2'-8"W x 7'-0"H X 1-3/4"T
SOLID CORE WOOD
HOLLOW METAL
NONE
D
RESTROOM
E
3'-0"W x 7'-0"H X 1-3/4"T
SOLID CORE WOOD
HOLLOW METAL
NONE
F
CLOSET
H
2'-8"W x 7'-0"H X 1-3/4"T
SOLID CORE WOOD
HOLLOW METAL
NONE
MATERIAL
SPECIFICATION
PAINT - WHITE
KELLY MOORE: ENVIRO COAT (0 GRAMS VOC)
COLOR B10-L15, SEMI GLOSS FINISH
ALL NEW POURS TO ACHIEVE 15% MINIMUM FLYASH
CONTENT
P_2
PAINT - FRENCH OAK
COLOR KM4628, EGG SHELL FINISH
DALTILE:
P_3
PAINT - KILAUEA LAVA
GROUT: CUSTOM BUILDING PRODUCTS #135
MUSHROOM
P_4
PAINT - CHAMPAGNE BUBBLE
COLOR KM5731-1, EGG SHELL FINISH
ECOSURFACES:
2513 ASPHALT JUNGLE, 3.2 MM ROLLED (NO
FATIGUE) WITH MERCER REDUCER STRIP 733
UNDERSLUNG REDUCER SELF-STICK IN GRAY
P_5
PAINT - KISS A FROG
P_6
PAINT - PURIFICATION
COLOR KM5004, EGG SHELL FINISH (AT MURALS)
SHAW PHILADELPHIA COMMERCIAL:
RUN THE TABLE SERIES
COLOR: 76051 POOL SHARK
P_7
PAINT - BLACK CHALK BOARD
KRYLON OR RUSTOLEUM (OR APPROVED EQUAL)
BLACK CHALK BOARD PAINT
2" X 2" TILE
YES
GROUP
LOCATION
HINGES
PANIC
HARDWARE
LOCKSET
CLOSER
THRESHOLD
TAPERED
EXTRUSION BY
MANUF.
STOP
REMARKS
A
ENTRY DOORS
BY MANUFACTURER
6 PIN PRIMUS CYLINDER IN LARGE FORMAT IC HOUSING,
SEE NOTE 3 IN 10/A0.1
NO
NO
B
EXIT DOOR
1-1/2 PAIR BUTT HINGES
DETEX V40XED VALUE SERIES PANIC BAR W/ INTEGRATED
ALARM CORED TO TAKE SCHLAGE 6 PIN PRIMUS CORE
YES
OVERHEAD
NO
NO
(1 PR) FLIP DOWN DOOR HARDWARE TYPE SCP-6 (WILSONART WILD CHERRY LAMINATE 7054-60)
HOLDER STOCK SIDE
ACCESSORIES AND WINDOW ASSEMBLY; SCP/G 14" X 15" CLEAR WINDOW
DALTILE:
DAL MOSAIC UPTOWN TAUPE SPECKLE D202. TILE
SADDLE
NO
WEATHERSTRIPPING; BREAKAWAY DOORS; DOUBLE AUTOMATIC SLIDING DOOR
HARDWARE BY MANUFACTURER
FLOOR STOP
WEATHERSTRIPPING; NO ACCESS FROM OUTSIDE, DOORSCOPE VIEWER: DAVSTAR
SSVS - SILVER (INSTALL AT 54" A.F.F.). SEE NOTE 3 IN 10/A0.1
ELIASON DOORS
DOUBLE ACTING HINGES
D
RESTROOM DOOR
SCHLAGE ND50PD RHO 626 WITH 6 PIN PRIMUS CORE;
PRIVACY FUNCTION
NO
OVERHEAD
WALL STOP
KICK PLATES; DOOR STOP; HANDICAPPED BRAILLE SIGN ON DOOR JAMB (STRIKE SIDE)
E
OFFICE/UTILITY
SCHLAGE ND96PD RHO 626 WITH 6 PIN PRIMUS CORE
AND VANDALGUARD LOCK; STOREROOM FUNCTION
NO
OVERHEAD
WALL STOP
KICK PLATES; DOOR STOP
FRP RIGID- SHEET VINYL WALL COVERING:
48" HIGH KEMLITE FIRE-X GLASBOARD PLUS,
SEQUENTIA, SET. MECHANICALLY FASTENED,
CONCEALED TYPE ONLY PER MANUFACTURER
RECOMMENDATION.
F
CLOSET
SCHLAGE ND10S RHO 626 NO CYLINDER; PASSAGE
FUNCTION
NO
OVERHEAD
G
RECEIVING
DOORS
3 PAIR BUTT HINGES, BALLBEARING,
SCHLAGE ND50PD RHO 626; WITH 6 PIN PRIMUS CORE;
SS, NRP
ENTRANCE LOCK
NO
OVERHEAD
NOTE: ALL GYPSUM BOARD WALLS AND CEILING TO BE LEVEL 5 FINISH.
1.
ALL DOORS SHALL BE 1 3/4" THICK, UNLESS NOTED OTHERWISE.
8.
HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR.
NOTE: PAINTING SHALL CONSIST OF ONE PRIMER COAT AND TWO TOP COATS.
2.
ALL DOORS SHALL BE TRIMMED AT THRESHOLD TO PROVIDE 3/4" MINIMUM CLEARANCE ABOVE FLOOR FINISH MATERIAL TO PERMIT FULL
DOOR SWING.
9.
3.
CONTRACTOR SHALL VERIFY ACTUAL DOOR HEIGHT REQUIRED FOR DOOR FRAME SYSTEM.
THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE
DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" AS MEASURED AT
RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION. THE FLOOR OR LANDING SHALL BE LESS THAN OR EQ. TO 1/2"
LOWER THAN THE THRESHOLD.
4.
PROVIDE DOOR AND FRAME ASSEMBLY WITH APPROPRIATE LABELS FOR USE IN WALLS WITH REQUIRED FIRE RATING AS NOTED ON
SCHEDULE.
10.
THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 18" PAST THE STRIKE EDGE FOR
INTERIOR DOORS.
5.
DOOR IN THE FULLY OPEN POSITION SHALL NOT REDUCE THE REQUIRED EXIT WIDTH BY MORE THAN 4 INCHES.
11.
6.
EXIT DOORWAYS SHALL BE NO LESS THAN 36" IN WIDTH AND NO LESS THAN 6'-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE,
SHALL NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH.
THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR
TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS
ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE
OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.
7.
LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE
EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE
WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS
DIRECTION.
12.
MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS.
SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING
DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAYBE INCREASED TO THE MAXIMUM ALLOWABLE BY THE
APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS.
WC_1
FRP
SUBMIT SPECIFICATION FOR REVIEW
NOTE: ALL DOORS TO BE PAINTED TO MATCH WALLS. IN SEMI GLOSS SHEEN.
NOTE: ALL PAINTED CEILINGS TO BE PAINTED P_1, KELLY MOORE B10-L15.
NOTE: ALL COLUMNS TO BE WRAPPD IN GALVANIZED STEEL UP TO 60" A.F.F. AND PAINTED P_3
KELLY MOORE KILAUEA LAVA KM4428 FROM 60"A.F.F. TO CEILING.
NOTE: WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD
CLASSIFICATION IN CBC TABLE 803.9.
-
ROOM AND FINISH SCHEDULES
11
tel 415.288.8150
fax 415.288.8181
HARDWARE GROUPS
C
4" X 4" TILE (CHECKER)
McCall Design Group
PROVIDE HARDWARE PER PFE REQUIREMENTS, SEE NOTE 3 AND 4 IN 10/A0.1
REMOVE AND STORE DOOR AND FRAMING TO BE INSTALLED IN NEW LOCATION
DALTILE:
PERMATONES GLAZED 4" X 4" 0161 URBAN PUTTY
(GLOSS FINISH)
AND 735 ALMOND (GLOSS FINISH)
GROUT: HYDROMENT WHITE
T_3B
ARMSTRONG:
MODEL 607 - 24" X 24" CERAMAGUARD FINE
FISSURED PERFORATED TILES WITH ARMSTRONG AL
PRELUDE PLUS XL 15/16" TEE SYSTEM, SEE 10-11/A7.1
REMARKS
SOLID CORE WOOD
P_1
KELLY MOORE: ENVIRO COAT
COLOR B10-L15 SEMI GLOSS FINISH
PANIC
HARDWARE
3'-0"W x 7'-0"H X 1-3/4"T
PACDE/RETROPLATE FINISH SYSTEM:
RETROPLATE 99 WITH RETROGUARD SEALER
ARMSTRONG:
MODEL 1761 - 24" X 48" FINE FISSURE SECOND LOOK
II WITH SHADOW EDGE MOLDING
CLEAR ANODIZED ALUMINUM
RATING
H
GROUT: CUSTOM BUILDING PRODUCTS #135
MUSHROOM
ACT_1
ANODIZED ALUMINUM
GLAZING
UTILITY
BURKE:
COLOR 502 IN SALES / 701 IN BACK OF HOUSE
CEILING FINISHES
FRAME MATERIAL
E
RUBBER COVE BASE
T_2
DOOR MATERIAL
GC TO PROVIDE APPLICATION OF SLIP TECH
TREATMENT TO FLOOR TILE, SEE 2-10/A0.1
RB_1
SOFT GRID BY MATS Inc.- STANDARD GRAY. R FRAME.
INSTALL PER MANUFACTURE SPECIFICATIONS
DIMENSIONS
A
ENTRANCE DOORS (SLIDING)
WALL FINISHES
SPECIFICATION
TYPE
HALF SADDLE
PROVIDE WEATHERSTRIPING GASKET AT BOTTOM OF DOOR, FLUSH BOLTS HEAVY DUTY
COMMERCIAL BOTH DOORS, DUSTPROOF STRIKES
DATE
215022
POLISHED CONCRETE
BASE
FILE NUMBER:
SALES
FLOOR
PET FOOD EXPRESS
OXNARD, CA.
ROOM NAME
ISSUE
1- LOW VOLTAGE WIRING FROM PET WASH TO CASHWRAP AND SLIDING DOOR BY
PFE. CAMDEN CM-5000R ACTIVATION OVERRIDE SWITCHES CONNECTION AND
INSTALLATION BY GC.
3- GC. MUST ARRANGE FOR LOCK SMITH TO REMOVE LL'S LOCK CORES AND
INSTALL PFE SCHLAGE PRIMUS 6 PINS CORE.
4- PROVIDE DOOR BELLS AT STAND BY SLIDING GLASS ENTRY DOOR AND SERVICES
REAR DOOR.
2'-6"
8"
2'-0"
"THIS DOOR TO REMAIN
UNLOCKED WHEN BUILDING IS
OCCUPIED" SIGN IN 1" LETTERS
ON INSIDE OF DOOR
THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED
SOLID CORE DOOR
ISA SIGN AT EXTERIOR MTD 48" AFF
MIN. TO BASELINE OF LOWEST
CHARACTER AND 60" MAX. AFF TO
BASELINE OF HIGHEST CHARACTER
7'-0"
24 X 30 ONE WAY
TEMPERED GLASS
WINDOW
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
ELIASON DOUBLE
ACTING DOORS
3'-3"
STANLEY DURAGLIDE 3000 SERIES
AUTOMATIC SLIDING DOOR
CALIFORNIA STATE FIRE MASHALL
APPROVAL LISTING: 3266-0057:0002
10.15.15
VIEW WINDOWS
SOLID CORE
THERE IS NO RESILIENT FLOORING USED IN THIS PROJECT.
3'-3"
STAINLESS STEEL
KICK PLATE
NOTE:
TYPE A
FORCE FOR PUSHING OR PULLING A
DOOR OR A GATE OTHER THAN FIRE
DOORS SHALL BE MAXIMUM OF 5LBS.
TYPE B
TYPE C
PAINT DOOR AND FRAME
TO MATCH ADJACENT TILE
TYPE D
5"
DRAWING DESCRIPTION
NOTE:
MEN
MEN
RESTROOM
STAINLESS STEEL
KICK PLATE
TYPE E
-
NOTES
PROVIDE 1 SIGN PER TOILET ROOM
DOOR COMPLYING WITH ADA AND
LOCAL REQUIREMENTS. SIGN TO
HAVE RAISED AND GRADE 2 BRAILLE
CHARACTERS AND PICTORIAL
SYMBOL OF ACCESSIBILITY.
METAL
ROLL-UP
DOOR
DOOR SIGN: MENS OR WOMEN
RAISED AND BRAILLE, 12" DIAMETER,
GRAY WITH WHITE CHARACTERS.
WALL SIGN: MEN OR WOMEN
ACCESSIBLE RESTROOM SIGN WITH
BRAILLE, 6" X 8", GRAY WITH WHITE
CHARACTERS.
TYPE F
SCHEDULES
TYPE G
3'-3"
WOMEN
RESTROOM
48" MAX
PANIC RELEASE
WOMEN
4'-6"
CL DOORSCOPE
ADHESIVES, SEALANTS AND CAULKS, PAINTS AND COATINGS,
AND AEROSOL PAINTS AND COATING SHALL MEET OR
EXCEED STANDARDS OUTLINED IN SECTIONS 5.504.4.1,
5.504.4.3 AND 5.504.4.3.1 RESPECTIVELY. VERIFICATION OF
COMPLIANCE WITH THESE SECTIONS MUST BE PROVIDED AT
THE TIME OF INSPECTION.
CHECK SET
2- GC. TO PROVIDE CERTIFICATION OF INSTALLATION FOR SLIP TECH TREATMENT
TO FLOOR TILE AS PART OF CLOSE-OUT PACKAGE.
5'-0"
NOTE:
10.09.15
STAINLESS STEEL
KICK PLATE
SCALE
STAINLESS STEEL
KICK PLATE
TYPE H
-
10
DOOR TYPES AND SCHEDULES
N.T.S.
1
A0.1
WINDOW / CURTAIN WALL
11'-4 3/4"
THICKNESS
4 1/2"
FINISH
MATERIAL
CLEAR ANODIZED
GLAZING
ALUMINUM
REMARKS
1" INSULATED CLEAR
TEMPERED
KAWNEER SYSTEM,'451UT' TRIFAB SYSTEM 2"X4 1/2" MULLION
McCall Design Group
tel 415.288.8150
fax 415.288.8181
12'-0 1/4"
3'-8 1/2"
4 1/2"
CLEAR ANODIZED
ALUMINUM
1" INSULATED CLEAR
TEMPERED
KAWNEER SYSTEM,'451UT' TRIFAB SYSTEM 2"X4 1/2" MULLION
31'-11 1/4"
9-7 1/4"
6"
CLEAR ANODIZED
ALUMINUM
1" INSULATED CLEAR
TEMPERED
KAWNEER SYSTEM, "1600" SYSTEM 21/2" X 6" MULLION
32'-0"
3/8"
2 1/2"
2 1/2"
2 1/2"
EQ.
2 1/2"
EQ.
2 1/2"
EQ.
2 1/2"
EQ.
2 1/2"
2 1/2"
EQ.
3/8"
EQ.
2 1/2"
3/8"
EQ.
5
A7.5
2 1/2"
5
A7.5
1
1
13
3B
6
6
A7.5
A7.3
A7.3
A7.3
A7.5
A7.5
A7.5
2 1/2"
2"
12'-1"
2"
11'-5 1/8"
2"
3'-2 1/8"
5'-0"
CHECK SET
3/8"
7'-6 1/4"
3A
A7.5
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
9
A7.1
8"
3'-2 1/8"
2"
3/8"
ISSUE
10.09.15
2"
9
DATE
3'-4 1/2"
2"
3/8"
A7.5
3/8"
EQ.
8
9'-8"
EQ.
2
A7.3
215022
9'-5 3/4"
HEIGHT
FILE NUMBER:
WIDTH
PET FOOD EXPRESS
OXNARD, CA.
WINDOW
EQ.
3/8"
2"
EQ.
2"
9'-6 1/2"
EQ.
2"3/8"
3/8"
2"
EQ.
2"
9'-6 1/2"
2"
3/8"
DRAWING DESCRIPTION
SCHEDULES
SCALE
-
WINDOW TYPES AND SCHEDULES
1
N.T.S.
A0.1A
WOOD DOORS AND METAL FRAMES
X
X
SUPERVISION / CONSTRUCTION OFFICE
X
X
X
ACCESS DOOR AND PANELS
X
X
PROFESSIONAL CLEANING
X
X
X
ROLL-UP DOORS
X
X
TEMPORARY POWER / WATER
WAREHOUSE SWING DOORS (ELIASON)
X
X
CERTIFICATE OF OCCUPANCY
X
X
AUTOMATIC SLIDING DOORS (STANLEY)
X
X
DUMPSTER / TRASH REMOVAL
X
X
X
DOOR HARDWARE
X
X
RECEIVING AND STORING PFE ITEMS
X
X
X
PER PLANS, SEE 1/A8.2
CORES AND CORE KEY
X
STOREFRONT FRAMING
X
X
-
X
X
-
HAIR TRAP
X
All contractors shall coordinate their work with the work of others or with existing conditions
occurring adjacent, above or below leased premises. General Contractor may be required to
make changes from time to time to accommodate such work or conditions. Damage to
TOILET FIXTURES
HOT WATER HEATER(S)
X
PETWASH WATER
In the case of discrepancies or ambiguities with in the drawings and/or specifications, the
General Contractor shall call McCall Design Group or Pet Food Express for a determination
and/or clarification prior to ordering materials or starting construction in the area in question.
The General Contractor is to cooperate and coordinate with the landlord, the owners of
adjacent tenant spaces and Pet Food Express in scheduling work in order to cause the least
inconvenience to personnel and property.
If the site requires a construction barricade, the general contractor shall include the barricade in
his work and bid. All construction deficiencies removed and safety issues resolved before
removal of barricade. General Contractor shall adhere to landlord rules and requirements on
barricades where applicable.
MODIFICATION
MOP SINK
X
X
STOREFRONT GLAZING
FLOOR SINKS
X
X
WINDOW SHADING FILM
SMOKE DETECTORS
X
X
BLACKOUT FILM
FLOOR DRAIN
X
X
METAL FRAMED SKYLIGHT
SANITARY SEWER CONNECTION
X
X
PLUMBING
X
X
PETWASH PLUMBING
X
X
X
X
GAS SERVICE
X
X
GAS PIPING
X
X
WATER METER
X
X
CAT ADOPTION SINK AND FIXTURES
X
X
PETWASH SHOWER PAN / PREFAB PET TUB
X
X
DRINKING FOUNTAIN
X
X
X
NOT
REQUIRED
EXISTING
INSTALLED BY
GC
X
X
X
X
X
X
X
DIVISION 02000 - SITEWORK
NOT USED
SELECTIVE DEMOLITION
X
X
NOT USED
SHORING AND BRACING
X
X
TEMPORARY BARRICADES
X
X
PER CENTER STANDARDS
X
DIVISION 09000 - FINISHES
BARRICADE GRAPHICS
X
X
X
NOT USED
NOW HIRING
X
X
X
NOT USED
CONCRETE POLISHING
X
X
GRASS AREA
X
X
NOT USED
RECESSED ENTRY MAT
X
X
STEEL HANDRAILS
X
X
NOT USED
SEE DWGS.
CASHWRAP RUBBER FLOORING
X
X
ASPHALT PAVING
X
X
NOT USED
X
X
PARKING STRIPING
X
X
NOT USED
SUSPENDED ACT / FRAMING SYSTEM
X
X
PAINTING EXTERIOR
X
X
PAINTING INTERIOR
X
X
REDUCER AND TRANSITION STRIPS
X
X
CAST IN PLACE CONCRETE
X
X
NOT USED
ADHESIVES AND SEALANTS
X
X
EXPANSION / CONSTRUCTION JOINTS
X
X
RUBBER COVE BASE
X
X
CONCRETE INFILL / PATCHING
X
X
PETWASH CERAMIC TILE
X
X
CONCRETE LEVELING COMPOUND
X
X
CARPET FLOORING
X
X
NOT USED
CONCRETE CUTTING / CORE DRILLING
X
X
NOT USED
NOT USED
IF REQUIRED ON PLANS
DIVISION 016000 - ELECTRICAL
SEE DWGS. FOR SCOPE
DIVISION 03000 - CONCRETE
General Contractor shall be responsible for unloading all Pet Food Express supplied materials at
the job site. General Contractor shall provide a secure storage area for holding all Pet Food
Express supplied materials. General Contractor is responsible for the inspection of all materials
delivered and must sign shipping documents indicating any and all damages, missing items and
forward the same shipping documents to the Pet Food Express Project Manager. Failure to do so
will be deemed that the materials were received without damage and any future damage will
be the responsibility of the General Contractor.
ELECTRICAL SERVICE AND PANELS
X
X
ELECTRICAL DISTRIBUTION
X
X
RESILIENT / VINYL FLOORING
X
X
X
CERAMIC TILE FLOORING
X
X
RESTROOM TILE WAINSCOTING
X
X
EXIT AND EMERGENCY LIGHTING
X
X
PLYWOOD WAINSCOTING
X
X
RECEIVING AREA
BRICK
X
X
X
NOT USED
The General Contractor shall provide adequate manpower for completing the project within the
scheduled time. Should the General Contractor or subcontractor fall behind in the work, it will be
without additional cost to Pet Food Express.
LOZIER LIGHT FIXTURES
X
X
FRP WALL PANELS
X
X
-
CONCRETE MASONRY UNITS
X
X
X
PATCH / REPAIR AS REQ'D
X
X
PETWASH FLOOR
STRUCTURAL STEEL
X
X
INTERIOR METAL FRAMING
X
X
X
MISCELLANEOUS METALS
X
X
X
PET WASH ROUGH FRAMING UNITS
The General Contractor shall provide a site phone to allow for daily communication with the Pet
Food Express project manager.
General Contractor shall furnish all labor and materials required to install all material as called for
within these specifications and/or shown on the plans, or as may be reasonably implied to
Contractor or subcontractor on account of his failure to include all materials and labor required
to complete the work as intended or mentioned in the documents.
Deliver all materials to the project properly packaged and accurately labeled, and store them
off the ground or slab and under cover in an area designated by the general contractor. Place
the materials to facilitate on inventory, verification of quantities, models, and colors. Do not install
damaged materials.
All manufactured articles, materials and equipment shall be applied installed, connected,
erected, used, cleaned and conditioned in accordance with the manufacturer's written
specifications or instructions.
LIGHT FIXTURES
X
TOILET EXHAUST
X
X
VERIFY LL. WORK
VERIFY LL. WORK
ELECTRICAL OUTLETS
X
X
SLIP TECH TILE TREATMENT
TELEPHONE PANEL
X
X
PFE WALL MURALS
X
TELEPHONE OUTLETS
X
X
TILE MURALS
X
CONDUIT FOR TELEPHONE WIRES
X
X
MUSIC SYSTEM AND SPEAKERS
X
X
POS EQUIPMENT
X
X
NOT USED
X
DIVISION 010000 - SPECIALTIES
TIMECLOCKS
X
X
TRANSFORMERS
X
X
FREEZER POWER AND LOW VOLTAGE
X
X
"COMING SOON" SIGNAGE
X
X
EXTERIOR LIGHTING
X
X
STOREFRONT SIGNAGE
X
X
PETWASH ELECTRICAL
X
X
SECURITY SYSTEM
PETWASH ALARM PANEL
X
X
NOT REQUIRED
BATHROOM ACCESSORIES:DISPENSERS
X
X
POWER BY GC.
Dimensions are to the center of the structural grid or to the face of finish unless otherwise
indicated. These drawings indicate the general arrangement, design, and extent of work and
are more or less diagrammatic unless otherwise noted. They are not intended to be scaled for
rough in measurements or to serve as shop drawings.
COLUMN / CORNER GUARDS
X
X
HAND RAILS / GUARD RAILS
X
X
X
STEEL STAIRS
X
X
FIRE EXTINGUISHERS
X
X
METAL LADDERS
X
X
DOG PARK FENCE
X
X
EXPANSION JOINT COVER ASSEMBLY
X
X
FRAMING, BLOCKING & SHEATHING
X
X
FIRE RETARDANT LUMBER / PLYWOOD
X
X
INTERIOR SIGNAGE
X
X
X
X
X
X
POOP STATION AND SIGNAGE
X
FIXTURE HARDWARE
X
X
X
SEE DETAILS
NOT USED
DIVISION 06000 - WOOD AND PLASTICS
X
X
VERIFY WITH PFE
X
X
NOT USED
CASHWRAP AND BACKWRAP
X
X
X
PETWASH TRASH OPENING TRIM
X
X
SEE DWGS. FOR DETAILS
DOG DELI FIXTURE
X
PETWASH TRASH CABINET DOORS
X
X
SEE DWGS. FOR DETAILS
PETWASH TRASH AREA PLASTIC DIVIDER
X
PETWASH APRON HOOKS
X
X
CAT ADOPTION CABINETRY
X
X
OFFICE / BREAK AREA COUNTERS
MILLWORK PACKAGE
NOT USED
X
X
All materials shall be new and as specified and free from defects, or if not specified, the best of
their respective kinds and shall conform to all standards or requirements governing same and
shall be approved by Pet Food Express and/or the architect/designer before being installed.
X
NOT USED
DATE
Pet Food Express reserves the right to require the General Contractor to submit samples of any
and all articles or materials to be used under these specifications.
FREEZER EQUIPMENT AND REFRIGERATION
FREEZER SHELVING
All dimensional lumber, plywood, particle board, etc. used in building construction shall at a
minimum, pressure treated UL certified non-combustible.
Some walls receive either concealed or no-concealed blocking by the carpenter contractor for
miscellaneous fixtures, shelving, electrical, plumbing, etc. Verify locations and specific
dimensions of blocking with the general contractor and the Pet Food Express project manager.
X
X
X
X
NOT USED
MILLWORK PACKAGE
X
SEE REFRIGERATION INFO.
PROGRAMMED ON SITE BY
PFE LOW VOLTAGE SUB
X
DAMP-PROOFING
X
X
SHEET WATERPROOFING
X
X
EMPLOYEE LOCKERS
X
X
SAFE
X
X
BOLTED TO FLOOR
ROOF PENETRATION / CURBS / FLASHING
X
X
X
XLERATOR #XL-W
SOUND INSULATION
X
X
BUILDING / ROOF / DECK INSULATION
X
PERMIT / LL
X
11.02.15
BID SET
X
X
SEAL/SIGNATURE
X
X
PETWASH SOAP TANK
X
X
PETWASH PRESSURE WASHER
X
X
EXTERIOR INSULATION FINISH SYSTEM (EIFS)
X
X
FIRE STOPPING
X
X
ROOF REPAIRS
X
X
GUTTERS / DOWNSPOUTS
X
X
ROOF ACCESSORIES
X
X
WATER REPELLANT FINISHES
X
X
X
X
NOT USED
DIVISION 012000 - FURNISHINGS
10.15.15
JOINT SEALANTS / CAULKING
Fire sprinkler plan to be reviewed and approved by owner prior to installation.
LOZIER RACKING
X
X
BID ALTERNATE #1
LOZIER FLOOR GONDOLAS
X
X
BID ALTERNATE #1
STOCKROOM RACKING
X
X
BID ALTERNATE #1
CAT ADOPTION CAGES
X
X
NOT USED
MANAGER'S OFFICE FURNITURE / FIXTURES
X
X
COUNTER INSTALL BY GC
GENERAL NOTES
RESPONSIBILITY MATRIX
NOT USED
SCALE
X
X
CAT ADOPTION BENCH
X
X
LOZIER RACKING CAN DECKING
X
X
SEE 1/A8.2 FOR ADDITIONAL RESPONSIBILITY SCHEDULE FOR PET WASH.
ITEMS NOT FOUND IN THIS MATRIX ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR U.O.N.
-
X
X
X
DRAWING DESCRIPTION
PFE: PET FOOD EXPRESS, GC: GENERAL CONTRACTOR
-
RESPONSIBILTY MATRIX
CHECK SET
FIRE PROTECTION / FIRE STOPPING
X
BIKE RACKS
Special Note: All surfaces to receive paint are noted on the drawings. Owner will designate color
locations during construction. Please refer to drawings to determine if an owner supplied and
installed mural is included in the project. Owner will also designate perimeter signage placement
during construction.
Final cleaning to be done by GC. prior to merchandising.
10.09.15
FREEZER TEMPERATURE ALARM
PET SCALE AND iPADS
thermostats, and other necessary elements to maximize wall area for signage and merchandise
presentation.
X
X
HAND DRYER
Coordinate with the landlord before demolition and debris removal prior to commencement of
any work. See Demolition plans for more information. General Contractor to adhere to material
recycling programs as required by governing jurisdictions.
13
ISSUE
X
DIVISION 011000 - EQUIPMENT
TOILET PARTITIONS
GENERAL NOTES
X
X
AWNINGS
All cutting and patching that may be necessary for the revision of the building shall be made
and repaired by the general contractor under the direction and to the satisfaction of Pet Food
Express and the landlord.
X
ADA REQUIRED SIGNAGE
X
Protect all finished work installed by other trades. Repair or replace to the satisfaction of Pet
Food Express any work damaged by the work done in this area.
DIVISION 04000 - MASONRY
DIVISION 05000 - MISCELLANEOUS METALS
Each contractor shall provide scaffolding as required for the installation of his work. Locate the
scaffolding to minimize interference with the work of others. Maintain the scaffolding in a safe
condition. As the work is completed, remove scaffolding to a safe area.
FINAL CONNECTION GC.
tel 415.288.8150
fax 415.288.8181
X
215022
FIRE SPRINKLERS
X
FILE NUMBER:
The General Contractor shall coordinate all portions of the work as described in the construction
documents. Unless otherwise noted, the General Contractor shall provide and pay for all labor
and materials, equipment, tools, construction machinery, transportation, permits and other
services and facilities necessary for proper and timely execution of work.
SEE DWGS.
PET FOOD EXPRESS
OXNARD, CA.
HVAC TESTING AND BALANCING
PETWASH HOSES AND NOZZLES
FURNISHED
BY GC
X
X
The Contractor shall verify all existing dimensions. In the event of any discrepancies between the
field conditions, existing dimensions, and those indicated on the drawings, the General
Contractor shall contact McCall Design Group 550 Kearny Street, Suite 950, San Francisco, CA
94108, Phone: 415-288-8150 or Pet Food Express 500 85th Street, Oakland, CA 94108, Phone:
510-924-3318.
INSTALLED BY
PFE
PERMITS, FEES AND INSURANCE
HVAC DUCTWORK AND DIFFUSERS
Contractors shall confine construction work to within the leased premises as much as possible
and shall work in an orderly manner, removing trash and debris from project on a daily basis to a
dumpster provided by the general contractor. After the work has been completed, all excess
material shall be removed from premises.
FURNISHED
BY PFE
X
X
by him at his own expense when directed by Pet Food Express's field representative and/or the
Landlord's field representative.
McCall Design Group
X
X
REMARKS
DIVISION 01000 - GENERAL CONDITIONS
RATED METAL DOORS / METAL FRAMES
HVAC HEATING AND COOLING UNITS
FIRE SPRINKLER MAIN
INSTALLED BY
LANDLORD
REMARKS
DIVISION 08000 - DOORS AND WINDOWS
The General Contractor and sub contractors shall visit the site to familiarize themselves with all
the existing conditions under which they will be obliged in performing as part of the work. Verify
FURNISHED
BY LANDLORD
NOT
REQUIRED
EXISTING
INSTALLED BY
GC
FURNISHED
BY GC
INSTALLED BY
PFE
FURNISHED
BY PFE
REMARKS
INSTALLED BY
LANDLORD
FURNISHED
BY LANDLORD
NOT
REQUIRED
EXISTING
INSTALLED BY
GC
FURNISHED
BY GC
INSTALLED BY
PFE
General Contractor shall include the cost of all building permits, inspection fees, shutdown costs,
licenses, etc. in his contract.
FURNISHED
BY PFE
General Contractor (if required) shall be registered with the local municipality and shall conform
with all applicable federal, state, local and OSHA codes and regulations.
INSTALLED BY
LANDLORD
FURNISHED
BY LANDLORD
General Construction Notes:
1
N.T.S.
A0.2
McCall Design Group
tel 415.288.8150
fax 415.288.8181
-
DRINKING FOUNTAINS
NTS
15
ACCESSIBLE SIGNAGE
-
9
RAMPS
-
6
TOILET ROOM
3
FRONT APPROACH
HINGE SIDE APPROACH
LATCH SIDE APPROACH
FRONT APPROACH
HINGE SIDE APPROACH
LATCH SIDE APPROACH
215022
WHEELCHAIR CLEAR FLOOR SPACE AND REACH REQUIREMENTS
FILE NUMBER:
PET FOOD EXPRESS
OXNARD, CA.
WHEELCHAIR TURNING REQUIREMENTS IN AN ACCESSIBLE ROUTE
-
MANEUVERING CLEARANCE AT DOORS
2
DATE
ISSUE
1
10.09.15
CHECK SET
SIGNAGE
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
THRESHOLD PARAMETERS
DRAWING DESCRIPTION
ACCESSIBILITY
COMPLIANCE
SCALE
N.T.S.
CURB RAMPS
-
PROTRUDING OBJECTS
-
13
ACCESSIBLE ROUTE
-
7
TOILET ROOM FIXTURES AND ACCESSORIES
1
A0.3
McCall Design Group
tel 415.288.8150
fax 415.288.8181
N.I.C.
N.I.C.
60"
48"
WH-1
60"
30"
WH-2
N.I.C.
PET FOOD EXPRESS
NO SCALE
CART FENCE DETAIL
15
FIRE
ia.
"D
48"
7-1/2"
60"
3. CONCRETE TO BE 3,000 PSI, WITH FIBER
MESH REINFORCING.
#3 Bar
Typical
PET FOOD EXPRESS
ILLUMINATED
MARQUEE SIGN
UNDER SEPARATE
PERMIT, SEE
ELECTRICAL
DRAWINGS
3'-0"
4'-6 1/2"
WHEEL STOP /
REINFORCED
CONCRETE
(E) PLANTING
AREAS
(E) STREET LIGHT
SHOPPING CART
FENCE W/
GRAPHICS AND
GATE COVER FOR
GAS METER
(E) PLANTING
AREAS
PET FOOD EXPRESS
OXNARD, CA.
12" WIDE
GROOVED
BORDER
SEE CBC SEC
1127B.5 ITEM 6
60"
MIN.
2% MAX.
10% MAX.
8.33% MAX.
FRONT EDGE
OF SIDEWALK
36"
MIN.
C
(E) ACCESSIBLE
ROUTE TO TENANT SPACE
2. WHEEL STOPS CAN BE PAINTED IN A
CONTRASTING COLOR SUCH AS
GRAY, YELLOW OR BLACK. BLUE SHALL BE
USED FOR HANDICAP
PARKING STALLS.
DETECTABLE
WARNING
STRIP
48" MIN.
215022
2-1/2"
5-1/2"
2'
60"
Center
of Stall
2" min
(E) LOCATION OF
KNOX BOX
30"
NOTES:
1. WHEEL STOPS TO BE PLACED 2' BACK,
AS SHOWN ABOVE. CENTERED IN THE
PARKING STALL
"
12 in
M
ELEC.
FILE NUMBER:
3/4
6'-11 1/2"
6'
2'-5 1/4"
"
12 in
M
1/16" = 1'-0"
SITE PLAN
2
DATE
ISSUE
8'-0"
SIDEWALK
48"
MIN.
1:12 MAX.
SLOPE DOWN
WHEN SIGNAGE IS IN A PATH OF
TRAVEL IT SHALL BE POSTED AT A
MIN. HEIGHT OF 80" FROM THE
BOTTOM OF THE SIGN TO THE
PARKING SPACE FINISH GRADE
IDENTIFICATION
SIGN DETAIL
THE CROSS SLOPE OF CURB RAMPS AND
BLENDED TRANSITIONS SHALL BE 1:48
MAX.
PARKING SPACES AND ACCESS AISLES
SHALL COMPLY WITH SECTION11B-302
FLOOR OR GROUND SURFACES.
CHANGES IN LEVEL ARE NOT PERMITTED.
OR BY TELEPHONING
310-314-4040
E
ADDITIONAL SIGN PER
SECTION 11B-502.8;
SEE DETAIL 4/A0.4
PARKING SIGNS SHALL BE
REFLECTORIZED AND WITH A MINIMUM
AREA OF 70 SQ. IN.
DETECTABLE
WARNING STRIP PER
CBC 11B-705
NO SCALE
EXISTING ACCESSIBLE PARKING SIGNAGE
EXISTING ACCESSIBLE PARKING STALLS
PERMIT / LL
11.02.15
BID SET
EQ.
EQ.
EQ.
STRIPES AT 36" MAX.
O.C. IN COLOR
CONTRASTING WITH
PARKING SURFACE
DRAWING DESCRIPTION
EQ.
BLUE BORDER PER
CBC 11B-502.3.3
NO
PARKING
8'-0"
SITE PLAN
12" HIGH PAINTED
WHITE LETTERS
SCALE
9'-0"
NO SCALE
7
10.15.15
WHEEL STOP
EACH ACCESSIBLE CAR AND VAN
SPACE SHALL HAVE SURFACE
IDENTIFICATION COMPLYING WITH
EITHER OF THE SCHEMES IN AAB-502.6.4.
ADDITIONAL SIGN
DETAIL
70 SQ IN ACCESSIBILITY
SIGN PER SECTION
11B-703.7.2.1; SEE DETAIL
4/A0.4
PARALLEL CURB
RAMP PER CBC
11B-406.3
36" X 36" ISA PER CBC
11B-502.6.4.1
CURB RAMP PER CBC
11B-405.4; SEE DETAIL
3/A0.4
SEAL/SIGNATURE
9'-0"
13
8'-0"
SIDEWALK
4'-0"
MIN.
12" BORDER
GROOVES BOTH
SIDES PER CBC
11B-406.5.11
FLOOR AND GROUND SURFACES SHALL
BE STABLE, FIRM AND SLIP RESISTANT.
FRONT EDGE OF
SIDEWALK
NO SCALE
EXISTING CURB RAMP
CURB RAMPS AND BLENDED
TRANSITIONS SHALL COMPLY WITH
11B-405.10 WET CONDITIONS. LANDINGS
SHALL PREVENT THE ACCUMULATION OF
WATER.
TIP TOP TOWING
332 FOOTHILL ROAD
BEVERLY HILLS, CA 90210
NOTE: SIGNAGE TO
COMPLY WITH CBC
11B-703.7.2.1
D
DETECTABLE
WARNING STRIP PER
CBC 11B-705
TOWED VEHICLES MAY BE
RECLAIMED AT
MINIMUM
FINE $250
48"
MIN.
36"
MIN.
1:12 MAX.
SLOPE DOWN
VAN
ACCESSIBLE
80"MIN.
12" BORDER
GROOVES BOTH
SIDES PER CBC
11B-406.5.11
PARKING
ONLY
18'-0"
MIN.
B
TRUNCATED DOME SECTION
REFLECTORIZED SIGN
CONSISTING OF THE
INTERNATIONAL SYMBOL OF
ACCESSIBILITY IN WHITE ON A
DARK BLUE BACKGROUND. THE
SIGN SHALL NOT BE SMALLER
THAN 70 SQ INCHES.
FLOOR OR GROUND SURFACES OF
CURB RAMPS AND BLENDED
TRANSITIONS SHALL COMPLY WITH
11B-405.4 FLOOR OR GROUND
SURFACES.
4'-0"
MIN.
STANDARD PRE-PAINETD
DISABLED PARKING SIGN
ON 1/8" THICK SHEET
ALUMINUM
UNAUTHORIZED VEHICLES
PARKED IN DESIGNATED
ACCESSIBLE SPACES NOT
DISPLAYING PLACARDS
OR SPECIAL LICENSE
PLATES ISSUED FOR PERSONS
WITH DISABILITIES WILL BE
TOWED AWAY AT THE
OWNERS EXPENSE
MIN.1" HIGH
LETTERING
80" MIN.
0.2"
HEIGHT
0.45"
TOP DIAMETER
VAN ACCESSIBLE
LETTERING ONLY AT VAN
ACCESSIBLE SPACES
2% MAX.
A
CHECK SET
NOTES:
2.35"
NOMINAL
TRUNCATED DOME SPACING
10.09.15
17" MIN.
0.9"
BASE DIAMETER
22" MIN.
0.9"
BASE DIAMETER
0.45"
TOP DIAMETER
1
A0.4
McCall Design Group
"
3/8
WH-1
5'-0"
48"
0
5'-
tel 415.288.8150
fax 415.288.8181
60"
50'-4"
30"
60"
1
5'-0"
5'-0"
5'-0"
WH-2
6'-5 5/8"
1
5'-0"
5'-0"
5'-0"
5'-0"
4'-1 1/4"
5'-0"
144
5'-0"
2
4'-9 3/4"
57'-5"
5'-0"
35
5'-0"
5'-0"
L
NA
EXIT #2
72
O
G
IA
"D
T
RA
'-7
5
10
5'-0"
6'-0 3/8"
EQ.
O
5'-0"
"
'-2
3
1/
AG
I
D
5'-0"
5'-7 1/2"
L
NA
A
EP
S
IT
X
5'-0"
5'-0"
5'-0"
5'-0"
"E
'-3
4
6
N
IO
60"
N
215022
PET FOOD EXPRESS
OXNARD, CA.
EXIT #1
75
60"
30"
48"
FILE NUMBER:
15'-4"
5'-7"
5'-0"
5'-0"
5'-5 7/8"
1/8" = 1'-0"
EGRESS PLAN
2
DATE
ISSUE
SYMBOL
OCCUPANT LOAD CALCULATIONS
DESCRIPTION
AREA
LOAD
FACTOR
OCCUPANCY
SALES
4,313 S.F.
30
144
OFFICE
62 S.F.
100
1
RECEIVING
414 S.F.
300
2
UTILITY
105 S.F.
300
1
10.15.15
PERMIT / LL
148
11.02.15
BID SET
LEVEL / ROOM TYPE
1ST FLOOR
EXISTING PARTITION TO REMAIN
10.09.15
(N) PARTITION, WALL TYPE TAG (REFER TO WALL TYPE SCHEDULE)
CHECK SET
TOTAL OCCUPANCY
100 CAT ADOPTION
ROOM NAME & NUMBER
SEAL/SIGNATURE
EXIT WIDTH CALCULATIONS
DOOR TAG
WIDTH
FACTOR
REQUIRED
WIDTH
PROVIDED
WIDTH
GOVERNING
OCCUPANTS
EXIT 1
NUMBER OF
OCCUPANT
S
75
0.2
15.00"
72"
1ST FLOOR
EXIT 2
72
0.2
14.40"
36"
1ST FLOOR
EXIT #
EXIT ACCESS PATH, (ACCESSIBLE)
XX
ROOM OCCUPANCY
EXIT #X
X
EXIT LOAD
DRAWING DESCRIPTION
EGRESS PLAN
SCALE
-
-
LEGEND
10
KEY NOTES
1
A0.5
CODES AND STANDARDS: DEMOLITION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE
APPLICABLE SAFETY REQUIREMENTS OF THE LANDLORD, CITY AND STATE OF THE PROJECT, THE
ASSOCIATED GENERAL CONTRACTOR'S MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION,
LATEST EDITION, AND THE APPLICABLE REQUIREMENTS OF THE GOVERNING CODE, AND O.S.H.A.
PERMIT AND LICENSES: THE GENERAL CONTRACTOR SHALL PROCURE ALL CITY, AND STATE PERMITS
AND LICENSES, AND PAY ALL CHARGES AND FEES FOR THE SAME, UNLESS OTHERWISE SPECIFIED BY
OWNER. THE PLANS SHALL BE FILED W/ LOCAL BLDG. DEPT. BY THE OWNER.
ORDINAMCES AND PROTECTION
CONTRACTOR SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL ORDINANCES AND LANDLORD
REQUIREMENTS REFERRING TO THE PROTECTION OF THE PUBLIC AND CONTRACTOR'S PERSONNEL AND
PROVIDE PROTECTION FOR PERSONS AND ADJACENT TENANTS THROUGHOUT THE PROGRESS OF THE
WORK.
THE LIMIT OF THE WORK ARE INDICATED ON THE DRAWINGS. UNLESS OTHERWISE NOTED.
CONTRACTOR SHALL CONFINE HIS OPERATIONS WITHIN THE LIMITS OF THE WORK AS INDICATED.
DEMOLITION WORK SHALL PROCEED IN SUCH A MANNER AS TO MINIMIZE THE SPREAD OF DUST AND
FLYING PARTICLES AND TO PROVIDE SAFE WORKING CONDITIONS.
FIRES, EXPLOSIVES, AND OPEN FLAMES WILL NOT BE PERMITTED, UNLESS PERMITTED BY THE CITY.
ANY AND ALL EXISTING CONDITIONS, ADJACENT TENANT PROPERTIES, HVAC AND UTILITY LINES, AND
OTHER ITEMS NOT SPECIFIED ON THE DRAWINGS, ETC., DAMAGED BY THE CONTRACTOR IN THE
EXECUTION OF THIS CONTRACT SHALL BE RESTORED TO FORMER CONDITION BY CONTRACTOR TO THE
SATISFACTION OF THE OWNER AT NO CHANGE IN THE CONTRACT PRICE.
ALL ITEMS INDICATED AS EXISTING TO REMAIN SHALL BE PROPERLY PROTECTED FROM ANY DAMAGES.
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PRESERVE THE EXISTING TO REMAIN ITEMS.
DEMOLITION WORK SHALL NOT COMMENCE UNTIL TEMPORARY WORK SUCH AS FENCES AND
BARRICADES AND ANY REQUIRED WARNING LIGHTS AND APPARATUS ARE FURNISHED AND INSTALLED.
SITE INVESTIGATION: CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE FULL EXTENT OF THE
DEMOLITION WORK AND ANY OTHER MATTERS THAT IN ANY WAY AFFECT THE WORK. FAILURE OF
CONTRACTOR TO ACQUAINT HIMSELF WITH ALL AVAILABLE INFORMATION CONCERNING
CONDITIONS WILL NOT RELIEVE HIM FROM RESPONSIBILITY FOR ESTIMATING THE DIFFICULTY OR THE
COST OF THE WORK.
McCall Design Group
DISCONNECTION AND SERVICES
EXISTING SERVICES THAT WILL BE DISRUPTED BY CONSTRUCTION WORK SHALL BE RE-ROUTED AS
NECESSARY TO PROVIDE TEMPORARY CONTINUATION OF SERVICE.
DISCONNECTED SERVICES SHALL BE PLUGGED AND SEALED IN AN APPROVED MANNER.
SPRINKLER SHUT-DOWN SHALL BE COORDINATED WITH THE BUILDING PRIOR TO EXECUTION OF
WORK.
tel 415.288.8150
fax 415.288.8181
ABANDONED ELECTRICAL WIRING: CONDUITS AND OTHER UTILITIES ENCOUNTERED IN THE PROGRESS
OF THE DEMOLITION THAT ARE TO BE ABANDONED SHALL BE DISCONNECTED AND THE ENDS
PLUGGED IN AN APPROVED MANNER. ANY ABANDONED UTILITIES INTERFERING WITH WORK UNDER
THIS CONTRACT SHALL BE REMOVED ONLY TO THE EXTENT THAT THEY INTERFERE WITH NEW
CONSTRUCTION.
8
DEMOLITION: OPERATIONAL PROCEDURES SHALL BE OPTIONAL WITH CONTRACTOR INSOFAR THAT
PROCEDURES DO NOT INFRINGE ON THE APPROVED WORK SCHEDULE OR SALVAGE
REQUIREMENTS. WHERE SALVAGING IS REQUIRED, PROCEDURES SHALL BE SUCH THAT THE
MAXIMUM AMOUNT OF SALVAGE WILL RESULT. MATERIALS AND EQUIPMENT TO BE SALVAGED, IF
ANY, ARE LISTED BELOW.
DISPOSITION OF MATERIALS EQUIPMENT AND DEBRIS
MATERIALS AND EQUIPMENT TO BE SALVAGED: * MATERIAL AND EQUIPMENT TO BE SALVAGED
ARE LISTED ON THE DEMOLITION PLANS. CONTRACTOR SHALL CONSULT WITH TENANT AND
REVIEW THE DRAWINGS TO DETERMINE THE ITEMS TO BE SALVAGED. ALL ITEMS NOTED FOR
SALVAGE SHALL BE REMOVED AS CAREFULLY AS POSSIBLE SO THAT A MINIMUM AMOUNT OF
RECONDITIONING WILL BE REQUIRED FOR REUSING THE ITEMS. RECONDITIONING AND
INSTALLING OF SUCH ITEMS ARE SPECIFIED IN THE DRAWINGS AND APPLICABLE SECTIONS OF
THESE SPECIFICATIONS. ANY SUCH ITEMS SHALL BE PACKAGED AND PROPERLY STORED AND
PROTECTED UNTIL TIME FOR THEIR USE.
1
6
MATERIALS AND EQUIPMENT NOT TO BE SALVAGED: * ALL MATERIALS AND EQUIPMENT NOT
SCHEDULED TO BE SALVAGED INCLUDING DEBRIS, SHALL BECOME THE PROPERTY OF
CONTRACTOR AND SHALL BE DISPOSED OF OUTSIDE THE LIMITS OF THE PROPERTY IN A LEGAL
MANNER. LOCATION OF DUMP AND LENGTH OF HAUL SHALL BE CONTRACTOR'S RESPONSIBILITY
CLEAN UP: * SALES OF SALVAGED MATERIALS SHALL NOT BE CONDUCTED AT THE SPACE UPON
COMPLETION OF ALL DEMOLITION WORK, CONTRACTOR SHALL PROMPTLY DISPOSE OF ALL DEBRIS
RESULTING FROM DEMOLITION OPERATIONS. THE CONTRACTOR SHALL LEAVE THE PROPERTY, THE
ADJACENT TENANT SPACES AND THE BUILDING IN A CLEAN CONDITION, SATISFACTORY TO LOCAL
AUTHORITIES AND THE ARCHITECT. THE CONTRACTOR SHALL REPAIR ANY ADJACENT TENANT
WALL, LOBBY FLOORING, ETC. TO THE SATISFACTION OF INVOLVED PARTIES DAMAGED BY THE
DEMOLITION PROCESS.
13
6
2
3
13'-8"
SCOPE OF WORK: THIS PORTION OF THE WORK INCLUDES ALL LABOR, MATERIALS AND SERVICES
NECESSARY FOR AND REASONABLY INCIDENTAL TO COMPLETE ALL DISMANTLING, DEMOLITION, AND
SALVAGE AS SHOWN AND NOTED ON THE DRAWINGS AND SPECIFIED HEREIN. IN GENERAL, THE ITEMS
TO BE PERFORMED UNDER THIS SECTION SHALL INCLUDE, BUT ARE NOT LIMITED TO: REMOVAL OF ALL
EXISTING ACOUSTICS AND GYPSUM WALL BOARD, CEILING AND FRAMES, LIGHT FIXTURES, FLOORING,
DOORS AND WALLS, FURRED OUT COLUMN ENCLOSURES, AND STOREFRONT AND AS SPECIFIED ON
THE DRAWINGS.
1. ALL DOORS, WALLS, FIXTURES, ETC. SHOWN IN DASHED LINES ARE TO BE REMOVED AND DISPOSED OF
UNLESS OTHERWISE NOTED.
4
11
2. ANY DAMAGE THAT MAY OCCUR DURING DEMOLITION AND/OR CONSTRUCTION DUE TO THE
12
CONTRACTOR'S FAULT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND MUST BE RESTORED TO
ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
3. NOTIFY THE ARCHITECT AT ONCE OF ANY UNFORESEEN HAZARD OF ANY KIND BEFORE DEMOLITION IS
COMPLETE.
4. NO ALTERATION TO THE LANDLORD'S STRUCTURAL MEMBERS ARE ALLOWED.
5. COORDINATE WITH THE LANDLORD OR HIS/HER REPRESENTATIVE PERTAINING TO ANY DEMOLITION
REQUIREMENT AND PROVISION AS REQUIRED.
6
6. MAINTAIN ALL FIRE SEPARATIONS BETWEEN TENANT SPACES AS REQUIRED BY ANY CODE OR
REGULATION, DURING DEMOLITION WORK.
7. IMMEDIATELY UPON COMPLETION OF DEMOLITION, ALL CONDITIONS AND DIMENSIONS ARE TO BE
CHECKED FOR VARIANCES. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ARCHITECT.
7
3'-8"
8. G.C. MUST INVESTIGATE THE SITE PRIOR TO SUBMISSION OF HIS/HER BID TO ANTICIPATE ANY DEVIATION
33'-3"
2'-9"
WHICH MAY NOT BE SHOWN ON THIS PLAN OR ANY OTHER DRAWINGS IN THIS CONSTRUCTION
DOCUMENTS.
9. NO COMBUSTIBLE MATERIALS ARE ALLOWED ABOVE THE FINISHED CEILING.
4
10. CONSTRUCTION SITE IS TO BE SEALED TIGHTLY. CONSTRUCTION BARRICADES SHALL BE AS PER THE
LANDLORD'S REQUIREMENTS, UNLESS PROVIDED BY LANDLORD,IF REQUIRED.
11. REFER TO SCOPE OF NEW WORK IN ELECTRICAL DRAWINGS FOR ELECTRICAL FIXTURES LINES, ETC.,
REGISTERS, ETC., ENCOUNTERED DURING DEMOLITION. ANY ABANDONED AND/OR NOT USED
EQUIPMENT, FIXTURES, DUCTWORK, REGISTERS, ETC., SHALL BE REMOVED FROM THE JOB SITE.
-
14
-
-
14
10
5
9
9
13. G.C. SHALL RELOCATE ANY EXISTING SERVICE LINES SUCH AS SPRINKLER MAIN, DOMESTIC WATER,
SEWER LINE, GAS LINE ETC., IF REQUIRED TO ACCOMMODATE THE NEW WORK. ANY SUCH WORK MUST
BE COORDINATED WITH THE LANDLORD.
2
A4.0
14. ANY UNNOTED EXISTING CONDITIONS WHICH MAY CONFLICT WITH THE PROPOSED NEW WORK AND
MAY REQUIRE MODIFICATION, RELOCATION AND OR REMOVAL SHALL BE IDENTIFIED AND REPORTED TO
THE ARCHITECT AT ONCE.
15. ANY MODIFICATION TO EXISTING SPRINKLER SYSTEM MUST BE APPROVED BY LOCAL FIRE MARSHALL
AND COORDINATED WITH LANDLORD'S REPRESENTATIVE.
16. GC IS RESPONSIBLE FOR ANY AND ALL TEMPORARY SHORING OR STRUCTURE REQUIRED DURING THE
CONSTRUCTION PROCESS.
17. ALL DIMENSIONS, ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED
N
-
GENERAL NOTES
215022
12. REFER TO SCOPE OF NEW WORK IN MECHANICAL DRAWINGS FOR ANY EQUIPMENT, DUCTWORK
2'-0"
PET FOOD EXPRESS
OXNARD, CA.
5
FILE NUMBER:
-
ENCOUNTERED DURING DEMOLITION. ANY ABANDONED AND/OR NOT USED EQUIPMENT, FIXTURES,
WIRING, ETC., SHALL BE REMOVED FROM THE JOB SITE.
1/8" = 1'-0"
11
EXISTING PARTITIONS & ASSOCIATED ELEMENTS TO BE
DEMOLISHED
DEMOLITION PLAN
2
ISSUE
AREA OF (E) SLAB TO BE REMOVED;
COORDINATE EXTENT OF SLAB REMOVAL WITH FLOOR PLAN
(E) CEILING SYSTEMS, LIGHT FIXTURES AND DUCTWORK TO BE
REMOVED; PREPARE STRUCTURE FOR (N) FINISHES
10.09.15
PATCH AND PREPARE SLAB TO RECEIVE (N) FINISHES
EXTENT OF (E) EXTERIOR WALLS TO BE DEMOLISHED
REMOVE (E) EXTERIOR FINISHES/FURRING AS NECESSARY TO
ACCOMMODATE (N) WORK, COVER AND PROTECT (E) FINISHES,
OPENINGS & ADJ. TENANT FINISHES TO REMAIN AS NECESSARY
REMOVE (E) SKYLIGHT COVER IN PREPARATION FOR (N) SKYLIGHT
INSTALLATION. PROTECT OPENING AND (E) CURB.
(FIELD VERIFY LOCATION)
DATE
CHECK SET
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
DEPRESS (E) SLAB 5/8" FOR WALK-OFF MAT
(E) SLAB PENETRATION, EXCAVATE AS NECESSARY TO PREPARE FOR
(N) SLAB INFILL
REMOVE & RELOCATE (E) LIGHT FIXTURE, SEE REFLECTED CEILING
PLAN FOR (N) LOCATION, REFER TO ELECTRICAL DRAWINGS FOR
WIRING AND SWITCHING REQUIREMENTS
REMOVE & RELOCATE (E) LOUVERS, SEE PLAN AND ELEVATIONS
TRENCH (E) SLAB FOR FLOOR OUTLETS & CONDUIT, COORDINATE
LOCATION AND WORK W/ GC. AND OTHER TRADES. STRAIGHT
TRENCH RUNS ONLY. MINIMIZE SIZE OF TRENCH AS POSSIBLE TO
ACCOMMODATE UTILITIES, SEE STRUCTURAL & MEP DRAWINGS
DRAWING DESCRIPTION
REMOVE AND STORE (E) DOOR AND FRAME. TO BE USED IN NEW
LOCATION.
DEMOLITION PLAN
REMOVE (E) SLAB
SCALE
REMOVE CONCRETE SLAB FOR (N) FOOTING, SEE STRUCTURAL
DRAWINGS
NO SCALE
-
LEGEND
KEY NOTES
10
1
A1.0
DESCRIPTION
EXTERIOR WALL
7/8" CEMENT PLASTER, FINE SAND FLOAT FINISH
WALL(PAINTED) ON 2 LAYERS OF BLDG PAPER ON 1/2" DENS
GLAS O/ 6" METAL STUDS @ 16" O.C. TO MATCH EXISTING WALL
FRAMING W/ 5/8" GYP. BD. ON INTERIOR U.O.N., SEE STRUCTURAL
DRAWINGS-
A
EXTERIOR WALL
7/8" CEMENT PLASTER, FINE SAND FLOAT FINISH WALL(PAINTED)
ON 2 LAYERS OF BLDG PAPER ON 1/2" DENS GLAS O/ 8" METAL
STUDS & 12" METAL FURRING @ 16" O.C., FINISHES TO MATCH
EXISTING ADJACENT FINISHES W/ 5/8" GYP. BD. ON INTERIOR,
U.O.N., SEE STRUCTURAL DRAWINGS-SEE 1/A4.3
1
60"
C
D
C
A
05
A6.3
30"
C
2
B
B
A6.3
D
A6.4
2
A
A
3
RESTROOM
D
A6.4
C
WH-2
D
06
0FFICE
07
RECEIVING
B
7'-5"
3'-4"
A6.2
A6.1
2
1
4'-9 1/8"
16'-10 3/8"
2
D
6"
A
0'-
R3
B
A6.3
20
TYP.
39'-1 7/8"
4
12
3
C
7'-11 1/2"
ALL DIMENSIONS, ALIGN, AND FLUSH NOTES ARE TO FACE OF GYPSUM
BOARD UNLESS OTHERWISE NOTED
REFER TO A0.8 FOR DOOR AND FINISH SCHEDULES
3'-5 3/8"
8'-9"
-
WALL TYPES
1
4
1
3'-3 3/8"
2.
tel 415.288.8150
fax 415.288.8181
C
A6.4
37'-11 5/8"
3'-3 3/8"
1.
1
A
WH-1
3
W5A
PET WASH
McCall Design Group
B
SIM TO W2A (PARTIAL HEIGHT WALLS)
6" METAL STUDS @ 16" O.C. TO 5'-0" AFF
W2C
02
A1.1A
1
SIM TO W2A (FOR PLUMBING WALLS)
6" METAL STUDS @ 16" O.C. TO UNDERSIDE OF ROOF
STRUCTURE-SEE 1/A7.1
W2B
SALES
24'-11 1/2"
W2A
B
2
01
IT CLOSET
48"
W4A
OFFICE SIDES: 1/2" PLYWOOD BACKING FULL HEIGHT AT WALLS
UTILITY ROOM SIDE: 1/2" PLYWOOD BACKING FULL HEIGHT AT
PUMP LOCATION
PET WASH WALL
6" METAL STUDS @ 16" O.C. TO UNDERSIDE OF ROOF
PET WASH SIDES: 11'-10" FULL HT. TILE OVER 5/8' CEMENTITIOUS
BACKER BD. OVER 5/8" W.R. GYP. BD. SEE INTERIOR ELEVATIONS
FOR TILE PATTERN
OTHER SIDES OUTSIDE PET WASH: 5/8" GYP. BD.
04
RESTROOM SIDES: 60" TILE WAINSCOT OVER 5/8' CEMENTITIOUS
BACKER BD. AND 5/8" WATER RESISTANT GYP. BD.
OTHER SIDES OUTSIDE RESTROOMS: 5/8" TYPE X GYP. BD.
(N) STOREFRONT SYSTEM, SEE DOOR & HARDWARE SCHEDULE
TYPICAL INTERIOR WALL
3-5/8" METAL STUDS @ 16" O.C. TO UNDERSIDE OF ROOF
STRUCTURE WITH 5/8" GYP. BD. EACH SIDE (5/8" WATER RESISTANT
GYP. BD. AT ALL WET AREAS)-SEE 1/A7.1
RESTROOM WALL
3-5/8" METAL STUDS @ 16" O.C. TO UNDERSIDE OF ROOF
13'-10"
W3A
4'-8 1/2"
EXISTING WALL TO REMAIN; PATCH AND REPAIR AS NECESSARY
W1A
UTILITY
03
60"
SYMBOL
9
1
1
A4.4
1
1
48"
6
1
2
A4.1
A4.1
N
-
GENERAL NOTES
SYMBOL
1/8" = 1'-0"
11
CONSTRUCTION FLOOR PLAN
PROVIDE (1) LAYER 5/8" TYPE X GYP. BD ON TENANT SIDE OF ALL
EXISTING WALLS, TYP.
DESCRIPTION
2
AREA OF SLAB IN-FILL, (N) SLAB TO BE PLACED TO ALLOW PET WASH
FLOOR TO ALIGN WITH SALES AREA; SLOPE (N) SLAB 1/4":12" TO
DRAIN - T.O. SLAB IN B.O.H AREAS TO ALIGN W/(E) SLAB., SEE
STRUCTURAL DRAWINGS
FLOOR MOUNTED ELECTRICAL BOXES, COORDINATE LOCATION
WITH FIXTURE, SEE SHEET A1.2. SEE ELECTRICAL DRAWINGS FOR
OUTLET SPECIFICATIONS.
ADA RECESSED CARD READER, TYP.
DETAIL/ENLARGED PLAN REFERENCE
9
A7.1
ISSUE
PAPER TOWEL DISPENSER
10.09.15
WHITE FRP AT MOP SINK WALLS TO 4'-0" A.F.F.
CHECK SET
LINE OF CURVED SOFFIT ABOVE
1/2" PLYWOOD BACKING FULL HEIGHT FOR EQUIPMENT MOUNTING
(ALL WALLS WITH EQUIPMENT)
10.15.15
PERMIT / LL
11.02.15
BID SET
SHOPPING CART FENCE W/ GRAPHICS
GATE COVER FOR GAS METER
DATE
(N) DRINKING FOUNTAIN, SEE 9/A7.2 & ENGINEERING DRAWINGS
SIM.
215022
5
PET FOOD EXPRESS
OXNARD, CA.
7
8
60"
FILE NUMBER:
60"
30"
1
PLYWOOD WAINSCOT TO 4'-0" A.F.F. AT ALL STORAGE AREA WALLS,
SEE 15/A7.2
(N) INTERNALLY ILLUMINATED WALL SIGN ABOVE, SEE ELEVATIONS &
SIGNAGE DRAWINGS, SEE ELECTRICAL DRAWINGS FOR POWER &
CONTROLS INFORMATION
STAINLESS STEEL CORNER GUARDS AT ALL CORNERS IN STORAGE
AREA
(N) LOCATION OF (E) LOUVERS, SEE ELEVATION
1/2" PLYWOOD BACKING FULL HEIGHT ALL OFFICES WALLS
AREA OF SLAB IN-FILL, MATCH (E) SLAB, SEE STRUCTURAL DRAWINGS
OFFICE WORK COUNTER
"LOOSE DOG" POWER DOOR ACTIVATION OVERRIDE MOUNTED AT
48" A.F.F. MAX.
GRAB BAR, SIDE AND REAR
LINE OF FLOOR TRANSITION
TOILET SEAT COVER DISPENSER
TRASH AND TOWEL ENCLOSURE, SEE DETAILS
TOILET PAPER DISPENSER
PET WASH TUB AND COUNTERS, SEE DETAILS
HAND DRYER, SEE ELECTRICAL DRAWINGS
PET WASH RECESSED TUB, SEE DETAILS
WALL MOUNTED SOUP DISPENSER
RECESSED CARD READER, TYP. OF 2
MIRROR WITH FRAME
SEAL/SIGNATURE
#
#
1
A4.1
#
ELEVATION REFERENCE
#
100 CAT ADOPTION
ROOM NAME & NUMBER
DRAWING DESCRIPTION
DOOR TAG
SCALE
NO SCALE
-
LEGEND
FLOOR PLAN
10
KEY NOTES
1
A1.1
1
4'-6"
7'-0"
A8.1
3'-9 3/8"
8'-9"
4'-0 3/4"
3'-3"
7'-6"
1'-6"
1'-6"
McCall Design Group
tel 415.288.8150
fax 415.288.8181
28
WH-1
12
16
24
14
26
15
13
60"
10
25
21
6'-10"
21
60"
13
A8.2
48"
3'-4"
4'-8"
29
30"
30
1'-3"
27
21
19
TYP.
4'-8 1/4"
13
17
15'-9"
2'-6 1/2"
WH-2
18
1'-11 7/8"
11
21
22
TYP.
13
8'-2 1/2"
2'-7 3/8"
23
21
5'-8 3/8"
6'-6 3/4"
215022
PET FOOD EXPRESS
OXNARD, CA.
16
FILE NUMBER:
8"
1/2" = 1'-0"
ENLARGED PLAN
6
PROVIDE (1) LAYER 5/8" TYPE X GYP. BD ON TENANT SIDE OF ALL
EXISTING WALLS, TYP.
ADA RECESSED CARD READER, TYP.
PAPER TOWEL DISPENSER
10.09.15
WHITE FRP AT MOP SINK WALLS TO 4'-0" A.F.F.
LINE OF CURVED SOFFIT ABOVE
1/2" PLYWOOD BACKING FULL HEIGHT FOR EQUIPMENT MOUNTING
(ALL WALLS WITH EQUIPMENT)
10.15.15
PERMIT / LL
11.02.15
BID SET
PLYWOOD WAINSCOT TO 4'-0" A.F.F. AT ALL STORAGE AREA WALLS,
SEE 15/A7.2
(N) INTERNALLY ILLUMINATED WALL SIGN ABOVE, SEE ELEVATIONS &
SIGNAGE DRAWINGS, SEE ELECTRICAL DRAWINGS FOR POWER &
CONTROLS INFORMATION
STAINLESS STEEL CORNER GUARDS AT ALL CORNERS IN STORAGE
AREA
(N) LOCATION OF (E) LOUVERS, SEE ELEVATION
1/2" PLYWOOD BACKING FULL HEIGHT ALL OFFICES WALLS
AREA OF SLAB IN-FILL, MATCH (E) SLAB, SEE STRUCTURAL DRAWINGS
OFFICE WORK COUNTER
"LOOSE DOG" POWER DOOR ACTIVATION OVERRIDE MOUNTED AT
48" A.F.F. MAX.
GRAB BAR, SIDE AND REAR
LINE OF FLOOR TRANSITION
TOILET SEAT COVER DISPENSER
TRASH AND TOWEL ENCLOSURE, SEE DETAILS
TOILET PAPER DISPENSER
PET WASH TUB AND COUNTERS, SEE DETAILS
HAND DRYER, SEE ELECTRICAL DRAWINGS
PET WASH RECESSED TUB, SEE DETAILS
WALL MOUNTED SOUP DISPENSER
RECESSED CARD READER, TYP. OF 2
MIRROR WITH FRAME
SEAL/SIGNATURE
DRAWING DESCRIPTION
ENLARGED
FLOOR PLAN
SCALE
NO SCALE
KEY NOTES
CHECK SET
GATE COVER FOR GAS METER
ISSUE
(N) DRINKING FOUNTAIN, SEE 9/A7.2 & ENGINEERING DRAWINGS
AREA OF SLAB IN-FILL, (N) SLAB TO BE PLACED TO ALLOW PET WASH
FLOOR TO ALIGN WITH SALES AREA; SLOPE (N) SLAB 1/4":12" TO
DRAIN - T.O. SLAB IN B.O.H AREAS TO ALIGN W/(E) SLAB., SEE
STRUCTURAL DRAWINGS
FLOOR MOUNTED ELECTRICAL BOXES, COORDINATE LOCATION
WITH FIXTURE, SEE SHEET A1.2. SEE ELECTRICAL DRAWINGS FOR
OUTLET SPECIFICATIONS.
DATE
1
A1.1A
UTILITY
03
04
IT CLOSET
WIDER CHANNEL / BRACKET.
ALIGN WITH TOP OF RACKS
McCall Design Group
01
SALES
02
VERTICAL SUPPORT
CAT FOOD
F1-12/8
60"
5'-0"
F6-5/4
F6-5/4
LEVEL 7
42-43
42-43
F2-5/4
F2-5/4
F2-5/4
SMALL ANIMAL
STORAGE
F1-12/6
STORAGE
F1-12/6
DOG FOOD
F1-12/8
5'-0"
STORAGE
F1-12/6
DOG FOOD
F1-12/8
F2-5/4
F2-5/4
5'-0"
F2-5/4
5'-0"
DOG FOOD
F1-12/8
5'-0"
5'-0"
5'-0"
5'-0"
30"
215022
1
FILE NUMBER:
60"
60"
PET FOOD EXPRESS
OXNARD, CA.
LEVEL 3
1
LEVEL 2
LEVEL 1
LEVEL 4
LEVEL 5
LEVEL 6
LEVEL 7
DOG FOOD
F1-12/8
12'-0" TYPICAL
8'-0" OR 10'-0" AT LOW CEILING CONDITIONS
1'-0"
DOG FOOD
F1-12/8
LEVEL 6
33-34
36-37
38-39
DOG FOOD
F1-12/5
WIDE SPAN RACK DETAIL
LEVEL 5
27-28
30-31
32-33
DOG FOOD
F1-12/4
LEVEL 4
21-22
24-25
26-27
5'-0"
DOG FOOD
F1-12/8
LEVEL 3
15-16
18-19
20-21
48"
1/2"=1'-0"
14
F5-5/4
N
1/2"=1'-0"
MY MUTT WALL FRAME
F5-5/4
F5-5/4
DOG FOOD
F1-12/4
12' HIGH WIDE SPAN
LOZIER RACK
RECEIVING
DOG FOOD
F1-12/4
7' HIGH WALL DISPLAY
FIXTURE
F5-5/4
DOG DELI
5'-0"
F2A-5/3
CONDUIT THROUGH WALL
WALL OR WINDOW AS
SCHEDULED; SEE
PLANS
F2-5/4
F2-5/4
F5A-5/3
F2-5/4
F2-5/4
F2-5/4
LEASHES
11'-0"
TO STUB UP
F2-5/4
F2-5/4
F2-5/4
F2A-5/3
6'-0 3/8"
EQ.
07
DOG FOOD
F1-12/8
DOG FOOD
F1-12/8
F2-5/4
F2-5/4
F2-5/4
6'-1 1/4"
F2-5/4
F5A-5/3
F2-5/4
F2-5/4
F2-5/4
DOG TREAT
7'-2 1/4"
TO STUB UP
13'-9 1/4"
F2-5/4
F2A-5/3
F2-5/4
F2A-5/3
1'-3"
5'-0"
1'-8"
5'-0"
5'-0"
F2-5/4
F2A-5/3
VET / FLEA
SEE SHELF SPACE INFO
SHEET FOR SHELF
PLACEMENT; GC TO INSTALL
PER OWNERS SPECS.
F2-5/4
F6-5/4
5'-0"
F6-5/4
CARRIERS
F6-7/4
F6-7/4
F6-7/4
BEDS
F6-7/4
HD1-5/4
HD1-5/4
HD1-5/4
HD1-5/4
CAT LITTER
5'-0"
CAT FOOD
F1-12/8
ZZ-3-DOOR
92-1/2
ZZ-3-DOOR
92-1/2
5'-7 1/2"
F2-5/4
F2-5/4
5'-0"
F2-5/4
F2-5/4
F2-5/4
F2-5/4
F2A-5/3
F2-5/4
LEASHES
DOG TOYS
0FFICE
STORAGE
F1-12/5
F2-5/4
F2A-5/3
5'-5 7/8"
F2A-5/3
CHEST
FREEZER
F2A-5/3
DOG FOOD
F1-12/8
F2-5/4
GROOMING
FLUORESCENT STRIP
LIGHT; MTD TO FRAME
VARIES (30"/40")
SEE ELEVATIONS
F2-5/4
06
FREEZER
2 DR / BOH
F2-5/4
4'-1 1/4"
F2A-5/3
F2-5/4
RESTROOM
BREAK TABLE
F2-5/4
F2A-5/3
F2A-5/3
F2-5/4
POSTERS
10"
F2A-5/3
MY MUTT GRAPHICS
A1.2
5'-0"
4'-9 3/4"
5'-0"
F2A-5/3
F2-5/4
05
30"
WH-2
F2A-5/3
F2A-5/3
F2-5/4
F2A-5/3
F2A-5/3
5'-0"
ALIGN HEIGHT WITH
MY MUTT FRAMING
ON WIDE SPAN RACKS
LEVEL 2
9-10
12-13
14-15
F2-5/4
HOME PREPARED
MY MUTT WALL
FRAME; ANCHOR TO
WALL WITH 4 DRY
WALL ANCHORS
UNIT # LOCATION LEVEL 1
1
FRONT
1-2
1
BACK
1-2
1
BACK
F2-5/4
F2A-5/3
F2A-5/3
6"=1'-0"
5'-0"
F2-5/4
SANITATION
15
WH-1
6'-5 5/8"
DOG TOYS
F2A-5/3
F2A-5/3
SMALLER CHANNEL / BRACKET
AT BOTTOM
ALIGN ALL MY
MUTTS ON TOP
/8"
5'-0"
CAT STUFF
15
03
5'-
60"
5'-0"
CAT FOOD
F1-12/8
5'-0"
MY MUTT WALL FRAME DETAIL
LITTER PANS
F1-12/8
tel 415.288.8150
fax 415.288.8181
48"
CAT FOOD
F1-12/8
CAT FOOD
F1-12/8
CAT FOOD
F1-12/8
PET WASH
1/8"=1'-0"
11
RACKING PLAN
2
DATE
ISSUE
PRODUCT
DOG & CAT CANS
GRAPHICS ON EXTERIOR FACING SIDE OF RACKS, SEE A9.1
10.09.15
CHECK SET
BACK STOPS REQUIRED
2
2
2
2
FRONT
BACK
BACK
BACK
1-2
1-2
9-10
12-13
14-15
15-16
18-19
20-21
3
BOTH
BACK
1-2
10-11
19-20
22-23
1-2
4
BOTH
BACK
10-11
13-14
5
BOTH
1-2
6
6
FRONT
BACK
7
21-22
24-25
26-27
28-29
28-29
35-36
35-36
31-32
38-39
27-28
30-31
34-35
37-38
42-43
20-21
23-24
31-32
34-35
42-43
18-19
31-32
43-44
1-2
1-2
10-11
11-12
20-21
21-22
31-32
32-33
BOTH
1-2
35-36
8
BOTH
1-2
17-18
29-30
38-39
TOP 8'
9
BOTH
1-2
10-11
18-19
29-30
38-39
3
4
42-43
42-43
CAT CANS (NEW 1 SECTION)
BACK STOPS REQUIRED
BACK STOPS IF REQUIRED
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
DOG & CAT DRY FOOD
LITTER
CARRIERS
DRAWING DESCRIPTION
42-43
42-43
BEDS
RACKING PLAN
CAT FURNITURE
SCALE
WAREHOUSE
TOP 8'
WAREHOUSE BLUE BINS
N.T.S.
WIDE SPAN SHELF PLACEMENT
NO SCALE
10
KEY NOTES
1
A1.2
1.
2.
G.C TO PROTECT TILE FLOORING FROM DAMAGE DURING FIXTURE DELIVERY AND
INSTALLATION
UTILITY
03
POL. CONC. C_1
EXAMINE ALL SURFACES TO BE PAINTED UNDER THIS CONTRACT AND SEE THAT THE
WORK OF OTHER TRADES HAVE BEEN LEFT OR INSTALLED IN A SATISFACTORY CONDITION
TO RECEIVE PAINT OR SPECIFIED FINISH.
McCall Design Group
3.
PAINTER SHALL BE RESPONSIBLE FOR THE REMOVAL OF HARDWARE, SWITCH AND OUTLET
COVERS, ETC, AND REINSTALLATION OF SAME AFTER PAINTING.
4.
AT COMPLETION OF PAINTING, ALL PAINT MATERIALS AND EQUIPMENT SHALL BE
REMOVED, ALL PAINT SPOTS REMOVED, AND ALL AREAS THOROUGHLY CLEANED. ANY
DIRT OR DEBRIS CAUSED BY WORK SHALL BE CLEANED UP AS WORK PROGRESS.
7.
8.
01
SALES
POL. CONC. C_1
04
IT CLOSET
POL. CONC. C_1
02
PET WASH
CERAMIC TILE T_1
tel 415.288.8150
fax 415.288.8181
05
RESTROOM
POL. CONC. C_1
RETOUCH OR REFINISH SURFACES DAMAGED BY SUBSEQUENT WORK AS DIRECTED BY
GENERAL CONTRACTOR. THE COST OF SUCH RESTORATION WORK SHALL BE BORNE BY
THE CONTRACTOR.
GWB WALL
P_4
GWB WALL
P_2
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER PROTECTION AGAINST
DAMAGE TO EXISTING FURNITURE, ADJACENT FINISHED WORK, FLOORING, ETC. IF
APPLICABLE.
GWB WALL
P_4
3
GWB WALL
P_2
GWB RECESS
P_3
NOTE: ALL GYPSUM BOARD WALLS AND CEILING TO RECEIVE LEVEL 5 FINISH.
NOTE: ALL DOORS TO BE PAINTED TO MATCH WALLS IN SEMI GLOSS SHEEN.
GWB WALLS
WC_1
48" H.
06
0FFICE
POL. CONC. C_1
07
RECEIVING
(E) CONC.
GWB WALL
P_4
GWB SOFFIT
P_4
GWB WALL
P_5
NOTE: PAINTING SHALL CONSIST OF ONE PRIMER COAT AND TWO TOP COATS.
2
GWB WALL
P_4
NOTE: ALL PAINTED CEILINGS TO BE PAINTED P_1, KELLY MOORE B10-L15
NOTE: ALL COLUMNS TO BE WRAPPED IN GALVANIZED STEEL UP TO 60" AFF AND PAINTED
P_3 KELLY MOORE KILAUEA LAVA KM4428 FROM 60"AFF TO CEILING
NOTE: ENTIRE CONCRETE FLOOR TO RECEIVE SEALER AND POLISHING - INCLUDING AREAS
THAT ARE TO BE COVERED BY RUBBER FLOOR MATS.
GWB SOFFIT
P_5
AND WALLS
GWB WALL
P_4
GWB WALL
P_3
GWB WALL
P_5
4
5 6
GWB WALL
P_2
GWB WALL
P_4
12'-1"
N
-
GENERAL NOTES
215022
CL
FILE NUMBER:
PET FOOD EXPRESS
OXNARD, CA.
4'-0"
1
1/8" = 1'-0"
11
FINISH PLAN
2
DATE
ISSUE
SYMBOL
RECESSED WALK OFF MAT, M_1, FULL WIDTH OF DOOR, SEE 5/A7.2.
DESCRIPTION
10.09.15
AREA OF SLAB IN-FILL, SEE FLOOR PLAN & DETAILS.
TILE FLOOR, SLOPE TO DRAIN 1/4" PER FOOT MIN.
AREA OF (N) TRENCH IN-FILL, FINISH TO MATCH ADJACENT SALES
FLOOR.
NEW AREA FLOOR FINISH TO MATCH ADJACENT (E). GC. TO VERIFY
EXISTING CONDITIONS
CHECK SET
10.15.15
PERMIT / LL
11.02.15
BID SET
SLOPE MAX. 1:20
SEAL/SIGNATURE
SIM.
9
A7.1
100 CAT ADOPTION
CERAMIC TILE T_1
ROOM NAME & NUMBER
FLOOR FINISH TYPE TAG
WALK OFF MAT
DRAWING DESCRIPTION
FINISH PLAN
FLOOR TILE
SCALE
FLOOR DRAIN
NO SCALE
-
LEGEND
10
KEY NOTES
1
A1.3
1.
8' FLUORESCENT FIXTURE PENDANT MTD AT +13'-0" AFF
BRILLIANT LIGHTING GST232PINUNV WITH
4-GE F32T8/SPEC41/EC0
A2
4' FLUORESCENT FIXTURE PENDANT MTD AT +13'-0" AFF
BRILLIANT LIGHTING GS232PINUNV WITH
8.
B
9.
C
4' FLUORESCENT FIXTURE PENDANT WITH 90 MINUTES
BATTERY BACK-UP MTD AT +13'-0" AFF
BRILLIANT LIGHTING GS232PINUNVEM WITH
SALES
OPEN
Q
ADJACENT TENANT
Q
Q
4" APERTURE LED RECESSED DOWNLIGHT
HALO PD6-12-ED010-PDM6-83
8' FLUORESCENT HIGHBAY, BAFFLED FIXTURE
(CABLE MOUNTED W/ STEMS AT POWER FEEDS)
TEXAS FLUORESCENT FHBL-2-328-M20-DMV WITH
DIMMING BALLAST WITH 4-GE F32T8/SPEC41/EC0
02
PET WASH
10'-6" A.F.F. ACT_2
6
B
Q
A2
B
2'-6"
L
L
05
L
B
EQ.
A1
A1
A1
B
A1
B
12
A2
A1
A1
A1
7'-3"
A2E
A1
A1
A1
9
TYP.
13
A2E
A1
A1
A1
Q
6'-0"
Q
7
A1
A2E
A1
A1
4'-5 3/4"
Q
M1
8" PENDANT WITH FROSTED ACRYLIC LENS AT BAKERY
CONTECH CGF8-42-A-FC-S-CG8FAL WITH
ONE (1)- 42W COMPACT FLUORESCENT LAMP
9'-6"
C
L
Q
13
29'-10 7/8"
A1
A2E
A1
A1
CENTER LINE OF
CASHWRAP BELOW
Q
A1
EQ.
EQ.
Q
Q
3
Q
Q
4
CUSTOM CABLE SUSPENDED LIGHT FIXTURE
MTD. TEN (10) - 29W LED LAMPS, MTD. AT
7'-6" AFF
3'-3"
Z3
8'-0"
TYP.
WALL MOUNTED EXTERIOR FLOOD LIGHT
SSI WP15P150QL WITH 150W METAL HALIDE LAMP
P
MB VERTICAL ROUND ACCENT, MTD AT +12'-0" AFF
MB-L441LDIM-W-32
Q
4' FLUORESCENT STRIP FIXTURE
METALUX SSF-132-UNV-EB-81
WITH 1-GE F32T8/SPEC41/ECO
GENERAL NOTES
14
Y
Q
Q
M
-
2
11
12" PENDANT WITH LED LAMP AT CASHWRAP
CONTECH CGM1215AFCS
X
L
1
4'-5"
1 x 4 RECESSED FLUORESCENT WALL WASHER
EPL 232-T8-WW-AKTB WITH
LED TAPE - APPLIED TO INSIDE FACES OF MULLIONS
(TOP / SIDE / BOTTOM)
WAC LIGHTING
INVISILED PRO 2 - 24V HIGH OUTPUT LED TAPE LIGHT
N
3'-4"
A2E
14
A1
M2
A1
9'-6"
LED
A1
10
A1
L
A1
RECEIVING
OPEN
A1
A1
2 X 4 RECESSED FLUORESCENT FIXTURE WITH 90 MINUTES
BATTERY BACK-UP
COLUMBIA STE24-232G-MP0-U-EL-FK24 WITH
9
Q
2 X 4 RECESSED FLUORESCENT FIXTURE
COLUMBIA STE24-232G-MP0-U-FK24 WITH
0"
1'-11"
9'-6"
Q
4' SURFACE MOUNTED FLUORESCENT FIXTURE WITH 90
MINUTES BATTERY BACK-UP AND WRAPAROUND ACRYLIC
REFRACTOR BASKET
BRILLIANT NBW232PINUNVEM WITH
A2E
07
B
.
EQ
ALIGN
KE
A1
ALIGN
K
TY "
P.
A1
0FFICE
GYP.BD.
Q
GA
A2E
13
9'-6"
13.
4' SURFACE MOUNTED FLUORESCENT FIXTURE WITH
WRAPAROUND ACRYLIC REFRACTOR BASKET
BRILLIANT NBW232PINUNV WITH
9'-6"
13.
A1
.
9'-0"
EQ
4'-
ADJACENT TENANT
G
A1
B
L
9'-6"
A1
14'-11 5/8"
12.
-0
TEXAS FLUORESCENT FHBL-2-324-M20-DMV WITH
06
4'
TY -0"
P.
4'
4'-0"
C1
6
4'-0"
11.
TEXAS FLUORESCENT FHBL-2-328-M20-DMV-EM7 WITH
Q
10.
RESTROOM
9'-0"
GYP.BD.
5
EQ.
B
CE
tel 415.288.8150
fax 415.288.8181
ADJACENT TENANT
27'-2 1/2"
2
8
15
N
EXIT SIGN WITH INTERNALLY LIT 6" GREEN LETTERS ON WHTE
BODY WITH 90 MINUTES BATTERY BACK-UP
(VERIFY WALL OR CEILING MOUNT)
BRILLIANT KA-U-1-G-W-W-EM
215022
A2E
7.
01
IT CLOSET
OPEN
FILE NUMBER:
6.
McCall Design Group
04
PET FOOD EXPRESS
OXNARD, CA.
5.
3'-10"
4.
CEILING GRID START
POINT
A2
A1
7'-3 3/4"
3.
UTILITY
OPEN
03
A2
2.
DESCRIPTION
L
TAG
Q
SYMBOL
1/8" = 1'-0"
EXTERIOR RECESSED DOWNLIGHT
SPECTRUM LIGHTING
SG8H-2-42-EX-BH27-AR8620-RBBF-PG-WL WITH
TWO (2)-42W COMPACT FLUORESCENT LAMPS
FINISH PLAN
2
DATE
ISSUE
SYMBOL
DESCRIPTION
(E) RELOCATED LINEAR EXTERIOR SURFACE MOUNTED
WALL WASH
(N) GOOSE-NECK WALL SCONCE TO MATCH (E) FIXTURES,
CONTACT LANDLORD FOR SPECIFICATIONS
Z2
Z3
(E) RELOCATED CANOPY DOWNLIGHT
(E) EXTERIOR SURFACE MOUNTED WALL SCONE
POWER OUT LET FOR "OPEN" SIGN, ABOVE WINDOW
ANNUNCIATOR TRANSMITTER ABOVE THE DOOR
CABLE TRAY ABOVE GRID CEILING
10.15.15
PERMIT / LL
FLUORESCENT LIGHT FIXTURES MTD TO BACK F.O. GRAPHICS BELOW;
SEE 11/A1.2
PAINT UNDERSIDE OF ROOF, BEAMS AND JOISTS P-1. TYPICAL IN
SALES AREA
11.02.15
BID SET
SEAL/SIGNATURE
EXTERIOR SIGNAGE, SEE ELEVATION AND ELECTRICAL DRAWINGS
HVAC DUCTWORK, SEE MECHANICAL DRAWINGS
9
A7.1
100 CAT ADOPTION ROOM NAME & NUMBER
9'-0" A.F.F. GYP. BD. CEILING HEIGHT & TYPE TAG
24" x 24" ACCESS PANEL (PAINT TO MATCH CEILING)
COORDINATE LOCATION WITH EQUIPMENT TO BE
ACCESSED
GYP. BD. SOFFIT AT 7'-5" A.F.F.
MUSIC SPEAKER; COORDINATE MOUNTING AND WIRING
REQUIREMENTS WITH MUSIC SYSTEM VENDOR; GC TO
PROVIDE CONDUIT AS REQUIRED TO AVOID EXPOSED
WIRING (6 SPEAKERS PER TYPICAL STORE)
GYP. BD. SOFFIT AT 8'-0" A.F.F.
SECURITY SYSTEM CAMERA; COORDINATE MOUNTING
AND WIRING REQUIREMENTS WITH SECURITY SYSTEM
VENDOR; GC TO PROVIDE CONDUIT AS REQUIRED TO
AVOID EXPOSED WIRING
SECURITY SYSTEM MOTION SENSOR; COORDINATE
MOUNTING AND WIRING REQUIREMENTS WITH SECURITY
SYSTEM VENDOR; GC TO PROVIDE CONDUIT AS REQUIRED
TO AVOID EXPOSED WIRING
CENTER SUSPENDED SIGNAGE ABOVE EDGE OF BACKWRAP 8'-0"
AFF TO BOTTOM, ALL CEILING HUNG SIGNS SHALL BE HUNG
MINIMUM OF 18" BELOW SPRINKLER DEFLECTORS
(E) SKYLIGHT TO BE RE-OPENED, SEE ROOF PLAN & DETAILS.
DRAWING DESCRIPTION
REVISE (E) FIRE SPRINKLER HEADS AS NEEDED. COORDINATE WORK
WITH "MY MUTT" SIGNS ON PERIMETER RACKS. SEE 11/A1.2.
REFLECTED CEILING PLAN
RELOCATE (E) EXTERIOR SURFACE MOUNTED WALL SCONCE TO THIS
LOCATION, SEE EXTERIOR ELEVATION
SCALE
SECURITY SYSTEM DOOR CONTACT; COORDINATE
MOUNTING AND WIRING REQUIREMENTS WITH SECURITY
SYSTEM VENDOR; GC TO PROVIDE CONDUIT AS REQUIRED
TO AVOID EXPOSED WIRING
-
LEGEND
CHECK SET
Z1
10.09.15
PROVIDE DOOR BELL, SEE ELECTRICAL DRAWINGS
SIM.
ANNUNCIATOR RECEIVER ABOVE DOOR
-
13
FIXTURE SCHEDULE
NO SCALE
10
KEY NOTES
1
A2.1
McCall Design Group
ADJACENT TENANT
tel 415.288.8150
fax 415.288.8181
12
2
2
6
3
10
1
12
9
ADJACENT TENANT
4
4
1
9
ADJACENT TENANT
4
12
5
SLOPE
11
4
SLOPE
1
6"
5
1'-6"
44'-0"
14
16
TYP.
12
6"
15
9'-7"
15
13
13
17
N
-
GENERAL NOTES
215022
GC. TO USE LANDLORD DESIGNATED ROOFING
CONTRACTOR FOR ALL ROOFING RELATED WORK
FILE NUMBER:
PET FOOD EXPRESS
OXNARD, CA.
7
1/8" = 1'-0"
11
FINISH PLAN
2
DATE
ISSUE
SYMBOL
(N) SKYLIGHT UNITS AT (E) SKYLIGHT ROOF PENETRATIONS AND
CURB. BRISTOL COOLLITE MODEL 6072 AL-CM-2
DESCRIPTION
PARTITION BELOW
EXISTING PARAPET
SIM.
CHECK SET
(E) CAPPED SKYLIGHT, TYP.
10.15.15
PERMIT / LL
(E) PAVERS, TYP.
11.02.15
BID SET
(N) ROOF LINE ABOVE
SEAL/SIGNATURE
(N) AWNING BELOW
(N) FREEZER CONDENSING UNIT, COORDINATE LOCATION W/ LL
AND PROVIDE CLEARANCES AS NEEDED. SEE MECHANICAL
DRAWINGS
9
A7.1
100 CAT ADOPTION
CERAMIC TILE T_1
10.09.15
(N) EXHAUST, VERIFY LOCATION. SEE
MECHANICAL DRAWINGS.
(N) SPLIT SYSTEM AC CONDENSING UNIT, COORDINATE LOCATION
W/ LL.
(N) MECHANICAL RTU,VERIFY EXACT LOCATION. SEE MECHANICAL
AND STRUCTURAL DRAWINGS, TYP.
(E) ROOF DRAIN
ROOM NAME & NUMBER
FLOOR FINISH TYPE TAG
(E) ROOF TO REMAIN, TYP.
LINE OF DEMISING WALL BELOW ROOF
EXISTING ROOF PAVER
(E) PARAPET
DRAWING DESCRIPTION
EXSITING ROOF/OVERFLOW DRAIN
(N) TOWER WALL ENCLOSURE
ROOF PLAN
(N) ROOF CRICKET
EXISTING CAPPED SKYLIGHT
2'-0" SQ. GALV. METAL LOUVER VENT (TYP.)TO MATCH BASE
BUILDING
EXISTING CAPPED SKYLIGHT TO BE REFITTED
EXTERIOR "J" BOX FOR MARQUEE SIGN, SEE ELECTRICAL DRAWINGS
-
LEGEND
SCALE
NO SCALE
10
KEY NOTES
1
A3.1
McCall Design Group
REMOVE AND PROTECT (E) DOWN LIGHT
FIXTURES. TO BE USED AT (N) STOREFRONT,
SEE ELEVATION
REMOVE STUCCO FINISH, FURRING STUD
AND FINISH SIDING ABOVE. PROVIDE
COVER DURING
CONSTRUCTION AT MAIN STUD
REMOVE ALL (E)WALL FINISHES &
FRAMING, STRUCTURAL MEMBERS TO
REMAIN, THIS AREA
REMOVE AND PROTECT
(E) LOUVER. TO BE USED AT (N)
STOREFRONT, SEE ELEVATION
REMOVE AND PROTECT
(E) LIGHT FIXTURE. TO BE
USED AT (N) LOCATION
REMOVE AND PROTECT (E) WALL WASH
LIGHT FIXTURES. TO BE USED AT (N)
STOREFRONT, SEE ELEVATION
215022
.
FILE NUMBER:
tel 415.288.8150
fax 415.288.8181
OUTLINE OF (N) TOWER AND STOREFRONT
PET FOOD EXPRESS
OXNARD, CA.
OUTLINE OF (N) STOREFRONT OPENING
1/4" = 1'-0"
EXISTING ELEVATION - DEMOLITION
2
DATE
ISSUE
10.09.15
CHECK SET
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
DRAWING DESCRIPTION
STOREFRONT DEMOLITION
ELEVATIONS
SCALE
AS NOTED
A4.0
PT-1
'FABRAL', "CITYSCAPE"
PT-2
'DUPONT', "TRAFFIC GREY, RAL 7042"
PT-3
'OLYMPIC WOOD STAIN', "906"
1/4" METAL PLASTER EXPANSION SCREED
PAINTED TO MATCH ADJACENT PLASTER
(TYP.)
EXTERIOR CEMENT PLASTER
FINE SAND FLOAT FINISH
TO MATCH BASE-BUILDING,
PT-4
(E) FIBER-CEMENT SIDING
PT-4
'BENJAMIN MOORE' PAINT- "SHAKER BEIGE" HC-45
PT-5
ST--1
JERUSALEM GOLD, GROUT COLOR: LATICETE #61 "PARCHMENT", FINISH: SPLIT
FACE
ST-2
JERUSALEM GOLD, GROUT COLOR: LATICETE #61 "PARCHMENT", FINISH:
HONED
PRE-FINISHED METAL FACIA
AND CORNICE
TO MATCH BASE BUILDING,
PT-1
(N) SIGNAGE UNDER
SEPARATE PERMIT
METAL ROOFING PANELS TO MATCH
BASE-BUILDING,
PT-1
PRE-FINISHED METAL COPING
PT-4
McCall Design Group
(E) EXTERIOR CEMENT PLASTER
8" WIDE WOOD RAFTER
TO MATCH BASE-BUILDING,
PT-3
tel 415.288.8150
fax 415.288.8181
1'-6 1/8"
2'-10"
2'-0 3/4"
25'-8 5/8"
STOREFRONT
FRAMING WITH
1" INSULATED
GLAZING
NEW LOCATION FOR
(E) LIGHT FIXTURES
STEEL CHANNEL
SUNSHADE FRAME
WITH WOOD SLATS,
PT-2, PT-3
(N) STONE WAINSCOT TO MATCH BASE
BUILDING: 12"x24", ST-1
RELOCATED LIGHTING
2"X8" ALUMINUM
LOUVERS ATTACHED TO
CURTAINWALL SYSTEM.
LOUVER MANUFACTURER
"INTERTEC"
RELOCATED LOUVER
SHOPPING CART
FENCE W/
GRAPHICS
46'-6"
5'-2 5/8"
INCREASE
40"X60" "MY MUTT"
GRAPHICS, TYP.
GATE COVER
FOR GAS METER
(N) STONE WAINSCOT TO
MATCH BASE BUILDING: 4"x12, ST-2
ALL (E) WALL FINISHES &
REMAIN, THIS AREA
NO SCALE
FINISH SCHEDULE
215022
ALL (E) WALL FINISHES &
REMAIN, THIS AREA
FILE NUMBER:
PET FOOD EXPRESS
OXNARD, CA.
8"
7'-0"
29'-8"
ALUMINUM CURTAIN WALL
SYSTEM WITH 1" INSULATED
GLAZING
1/4" = 1'-0"
14
EXTERIOR ELEVATION / SIGNAGE
2
DATE
ISSUE
10.09.15
CHECK SET
4'-5 7/8"
12
9
A7.5
A7.5
48"
(N) SLIDING DOOR,
SEE DOOR SCHEDULE
30"
9'-1 3/4"
(N) COLUMN, SEE
STRUCTURAL DWGS.
PT-2, TYP.
4'-5 7/8"
(E) COLUMN AND "X"
BRACING, PT-2, TYP.
9'-1 3/4"
4'-5 7/8"
3A
3A
A7.5
A7.5
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
4'-5 7/8"
9
60"
(E) COLUMN,
PT-2, TYP.
(N) FURRING WALL
2'-7 1/2"
12
A7.5
A7.5
SIM.
2'-0"
(N) FURRING WALL
60"
7'-3"
2'-9"
15'-0"
12'-6"
12'-6"
4'-6"
8'-0"
SHOPPING CART
FENCE W/
GRAPHICS
NEW LOCATION OF
(E) LOUVER
DRAWING DESCRIPTION
STOREFRONT ELEVATIONS
SCALE
1/4" = 1'-0"
STOREFRONT PLAN
1
AS NOTED
A4.1
METAL ROOFING
PANELS O/ VAPOR
BARRIER O/ 1/2"
PLYWOOD
METAL ROOFING
PANELS O/ VAPOR
BARRIER O/ 1/2"
PLYWOOD
R-19 BATT INSULATION
SLOPE DOWN 1/4"/FT.
EL. 139'-3"
T.O. STEEL
SLOPE DOWN 1/4"/FT.
EL. 139'-3"
T.O. STEEL
PREFINISHED METAL
SOFFIT PANEL
2
1
A7.4
A7.4
tel 415.288.8150
fax 415.288.8181
PREFINISHED METAL
SOFFIT PANEL
WOOD RAFTER
2
1
A7.4
A7.4
WOOD RAFTER
PREFINISHED METAL
PANEL
1'-6"
2'-0"
EL. 132'-11"
T.O. STUD
1'-6"
8'-9"
1'-10"
PREFINISHED METAL
PANEL
1'-6"
1'-6"
2'-0"
EL. 132'-11"
T.O. STUD
2'-6"
3
3
A7.3
A7.3
8" METAL STUD FRAMING
7/8" CEMENT PLASTER OVER
METAL LATH & 2 LAYERS 15 LB.
BLDG. PAPER OVER 1/2" DENS
GLAS EXTERIOR GYPSUM BOARD
R19 BATT INSULATION
R19 BATT INSULATION
EL. 124'-3"
T.O. STEEL
1'-6"
8'-9"
1'-10"
1'-6"
2'-6"
EL. 124'-3"
T.O. STEEL
2"X8" ALUMINUM LOUVERS
ATTACHED TO CURTAINWALL SYSTEM.
-LOUVER MANUFACTURER "INTERTEC"
ATTACHED TO CURTAINWALL SYSTEM.
-LOUVER MANUFACTURER "INTERTEC"
(N) STRUCTURAL SUPPORT,
SEE STRUCTURAL DWGS.
2
A7.3
(N) STRUCTURAL SUPPORT,
2
A7.3
(E) BEAM AND STRUCTURE
5/8" GYP. BD. ALIGN W/
BOTTOM OF BEAM
PAINTED (E) BEAM,
PT-2
(E) COLUMN BEYOND,
PT-2
PAINTED (E) BEAM,
PT-2
(E) COLUMN BEYOND,
PT-2
PAINTED (N) BEAM EXTENSION,
PT-2
PAINTED (N) BEAM EXTENSION,
PT-2
1'-0"
EL. 112'-1 1/2"
B.O. STEEL
PAINTED (E) BEAM,
PT-2
1'-0"
EL. 113'-1 1/2"
T.O. CHANNEL
PAINTED (E) BEAM,
PT-2
6'-0"
EL. 112'-1 1/2"
B.O. (E) STEEL
6'-0"
1
MODIFIED STEEL CHANNEL(PAINTED)
WITH 2"X8" WOOD SLATS SUNSHADE
1
MODIFIED STEEL CHANNEL(PAINTED)
WITH 2"X8" WOOD SLATS SUNSHADE
A7.3
A7.3
ALIGN INSIDE FACE OF
(N) BEAM WITH (E) BEAM
2'-7 1/2"
2'-7 1/2"
PAINTED (N) BEAM,
PT-2
13
LINE OF ADJACENT WALL
LINE OF ADJACENT WALL
A7.3
EL. 107'-8 1/4"
B.O. STEEL
FILE NUMBER:
5/8" GYP. BD. ALIGN W/
BOTTOM OF BEAM
DATE
215022
ALUMINUM & GLASS CURTAINWALL
KAWNEER SYSTEM '1600' SYSTEM
2-1/2"X6" MULLION
PET FOOD EXPRESS
OXNARD, CA.
2-1/2"X6" MULLION
EL. 113'-1 1/2"
T.O. CHANNEL
McCall Design Group
ISSUE
2-1/2"X6" MULLION
10.09.15
2-1/2"X6" MULLION
CHECK SET
EXTERIOR STONE BEYOND
EXTERIOR STONE BEYOND
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
(N) CONCRETE CURB
STAINLESS STEEL WHEEL GUIDE
8"
2
5
A7.5
A7.2
EL. 100'-0"
T.O. INTERIOR SLAB
EL. 100'-0"
T.O. INTERIOR SLAB
(E) FOOTING BEYOND
(E) FOOTING BEYOND
DRAWING DESCRIPTION
SECTIONS
SCALE
1/2" = 1'-0"
WALL SECTION
1/2" = 1'-0"
7
WALL SECTION
1
AS NOTED
A4.2
1/4" METAL PLASTER EXPANSION
SCREED PAINTED TO MATCH
ADJACENT PLASTER (TYP.)
METAL ROOFING PANELS TO
MATCH BASE-BUILDING:
'FABRAL' PAINT, PT-1
McCall Design Group
METAL ROOFING
PANELS O/ VAPOR
BARRIER O/ 1/2"
PLYWOOD
METAL CORNICE TO MATCH
BASE-BUILDING:
EQ.
18'-0"
18'-0"
EQ.
EXTERIOR CEMENT PLASTER
PT-4
GALVANIZED METAL FLASHING
14
14
A4.3
A4.3
SLOPE DOWN 1/4"/FT.
EL. 139'-3"
T.O. STEEL
PRE-FINISHED METAL FACIA
PT-1
2'-0" SQ. GALV.
METAL LOUVER VENT (TYP.)
TO MATCH BASE BUILDING
tel 415.288.8150
fax 415.288.8181
PREFINISHED METAL
SOFFIT PANEL
2
1
A7.4
A7.4
WOOD RAFTER
SINGLE PLY ROOFING UP WALL
1'-6"
2'-0"
1'-6"
8'-9"
1'-10"
1'-6"
2'-6"
PREFINISHED METAL
PANEL
EL. 132'-11"
T.O. STUD
LINE OF ROOF
3
7/8" CEMENT PLASTER
WALL(PAINTED) ON BLDG PAPER
ON 1/2" DENS GLAS
A7.3
1/4" = 1'-0"
PARAPET ELEVATION
9
(E) ROOFING TO BE MODIFIED
METAL ROOFING
PANELS TO MATCH
BASE-BUILDING:
METAL CORNICE TO
MATCH BASE
BUILDING:
(E) PREFINISHED METAL PANEL
EL. 119'-10"
T.O. (E) STUD
3
A7.3
(E) 7/8" CEMENT PLASTER WALL(PAINTED)
EXTERIOR CEMENT
PLASTER FINE SAND
FLOAT FINISH TO
MATCH BASE
BUILDING, PT-4
5/8" GYP. BD.
(N) STRUCTURAL SUPPORT
(E) METAL STUD FRAMING
5/8" GYP. BD.
(N) HEADER
PAINTED (E) BEAM ,
PT-2
PAINTED (E) BEAM ,
PT-2
EL. 112'-1 1/2"
B.O. STEEL
EL. 112'-1 1/2"
B.O. STEEL
9
A7.3
(E) COLUMN BEYOND,
PT-2
5/8" GYP. BD.
5/8" GYP. BD.
1/4" = 1'-0"
SIDE- ROOF ELEVATIONS
14
(N) 7/8" CEMENT PLASTER OVER METAL
LATH & 2 LAYERS 15 LB. BLDG. PAPER
OVER 1/2" DENS GLAS EXTERIOR GYPSUM
BOARD
DATE
215022
SINGLE PLY
ROOFING UP WALL
PRE-FINISHED METAL
FACIA TO MATCH
BASE BUILDING, PT-1
FILE NUMBER:
GALVANIZED
METAL FLASHING
R19 BATT INSULATION
PET FOOD EXPRESS
OXNARD, CA.
8" WIDE WOOD
RAFTER, PT-3
ISSUE
10.09.15
(N) STONE SILL TO MATCH ADJACENT
STONE
CHECK SET
EXTERIOR STONE AND
STONE SILL TO MATCH ADJACENT
EL. 103'-0"
T.O. STUD
(N) SILL
EL. 103'-0"
T.O. STUD
8
STAINLESS STEEL WHEEL GUIDE
A7.3
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
(N) EXTERIOR STONE TO MATCH
ADJACENT STONE
EL. 100'-0"
T.O. INTERIOR SLAB
EL. 100'-0"
T.O. INTERIOR SLAB
7
A7.3
(E) FOOTING BEYOND
(N) WALL FOOTING,
SEE STRUCTURAL DRAWINGS
DRAWING DESCRIPTION
SECTIONS
(E) FOOTING BEYOUND
SCALE
1/2" = 1'-0"
WALL SECTION
1/2" = 1'-0"
7
WALL SECTION
1
AS NOTED
A4.3
McCall Design Group
(N) TOWER ELEMENT BEYOND
tel 415.288.8150
fax 415.288.8181
(E) EXTERIOR CEMENT PLASTER
5/8" GYP. BD.
1'-6"
1'-6"
5/8" GYP. BD.
MODIFY (E) METAL STUD, SEE
STRUCTURAL DRAWINGS
MODIFY (E) METAL STUD, SEE
STRUCTURAL DRAWINGS
R19 BATT INSULATION
8
A7.1
R19 BATT INSULATION
GLAS EXTERIOR GYPSUM BOARD.
PROVIDE DRIP EDGE
7/8" CEMENT PLASTER OVER METAL
LATH & 2 LAYERS 15 LB. BLDG. PAPER
OVER 1/2" DENS GLAS EXTERIOR
GYPSUM BOARD. PROVIDE DRIP
EDGE
METAL STUD FRAMING,
(N) SLAB ON GRADE CONCRETE,
MODIFY (E) CONCRETE
RETAINING WALL, SEE STRUCTURAL
DRAWINGS
(E) CONCRETE FOOTING
(N) THICKENED SLAB
ON GRADE,
SEE STRUCTURAL
DRAWINGS
(E) TRASH AREA SLAB
ON GRADE
(E) CONCRETE FOOTING
ROLL-UP DOOR OVERHEAD,
SEE DOOR SCHEDULE
1/2" = 1'-0"
WALL SECTION
(N) ALCOVE AREA,
CEMENT PLASTER
& REVEALS TO MATCH BASE BUILDING:
EXTERIOR CEMENT PLASTER SAND FINE
FINISH 'BENJAMIN MOORE' PAINT
"SHAKER BEIGE" HC-45
1/2" = 1'-0"
14
WALL SECTION
215022
(N) THICKENED SLAB
ON GRADE,
SEE STRUCTURAL
DRAWINGS
SLOPE 1/8" PER 12"
FILE NUMBER:
SLOPE 1/8" PER 12"
(E) TRASH AREA SLAB
ON GRADE
MODIFY (E) CONCRETE
RETAINING WALL, SEE STRUCTURAL
DRAWINGS
PET FOOD EXPRESS
OXNARD, CA.
BENT STEEL PLATE AT 3 SIDES, PAINT TO
MATCH ADJ. SURFACES, TYP.
(N) BEAM, SEE
STRUCTURAL DRAWINGS
PFE ILLUMINATED
MARQUEE SIGN UNDER
SEPARATE PERMIT,
PROVIDE "J" BOX AT
ROOF PARAPET. SEE
ELECTRICAL DRAWINGS
9'-0"
EXISTING
R19 BATT INSULATION
METAL DRIP W/ CONT.
SEALANT, PAINT TO
MATCH ADJ.
MATCH
(E) SOFFIT
MATCH
(E) SOFFIT
METAL STUD FRAMING,
1/4" = 1'-0"
11
EXTERIOR ELEVATION
2
DATE
ISSUE
10.09.15
CHECK SET
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
3'-6"
EXISTING
(E) HEADER
ABOVE
13'-8"
DRAWING DESCRIPTION
PROVIDE (N) 12"X12"
ACCESS DOOR FOR CLEAN-OUT
EXTERIOR ELEVATIONS
SCALE
1/4" = 1'-0"
ENLARGED FLOOR PLAN
1
AS NOTED
A4.4
McCall Design Group
tel 415.288.8150
fax 415.288.8181
4
GWB WALL
P_3
(N) SUSPENDED
FLUORESCENT LIGHT
FIXTURES
A7.1
MY-MUTT-40"
8'-0"
GWB SOFFIT
P_4
UNDER SOFFIT
15'-2"
LOWEST POINT MECH. DUCT
GWB SOFFIT GWB RECESS
P_4
P_3
7'-0"
GWB WALL
(N) HVAC DUCTWORK,
P_4
GWB WALL
P_4
MY-MUTT-30"
MY-MUTT-40"
MY-MUTT-30"
OPEN TO PET WASH
(N) ELIASON DOORS
BASE
RB_1
GWB WALL
P_
BASE
RB_1
GWB WALL
P_
1/4"=1'-0"
(N) SUSPENDED
FLUORESCENT LIGHT
FIXTURES
GWB WALL
P_4
STEEL
PT-2
(N) HVAC DUCTWORK,
GWB WALL
P_4
DUPLEX FOR "OPEN"
SIGN, SEE ELECTRICAL
DRAWINGS
DATE
215022
GWB WALL
P_4
FILE NUMBER:
2
PET FOOD EXPRESS
OXNARD, CA.
INTERIOR ELEVATION - EAST
ISSUE
10.09.15
CHECK SET
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
MY-MUTT-30"
MY-MUTT-30"
MY-MUTT-40"
MY-MUTT-40"
MY-MUTT-30"
MY-MUTT-30"
MY-MUTT-30"
2
MY-MUTT-30"
A7.2
10'-0"
15'-8"
DRAWING DESCRIPTION
INTERIOR ELEVATIONS
SCALE
AS NOTED
BASE
RB_1
BASE
RB_1
(N) ALUMINUM STOREFRONT SYSTEM
WITH (N) POWER SLIDING DOORS
BEYOND
ANNUNCIATOR
TRANSMITTER
1/4"=1'-0"
INTERIOR ELEVATION - SOUTH
1
A6.1
McCall Design Group
GWB SOFFIT
P_5
5
(N) HVAC DUCTWORK,
A7.1
MY-MUTT-30"
6"
7'-7"
NO LEAD
SEE 3/A9.2
(N)SIGN,
SUSPENDED
FLUORESCENT LIGHT
FIXTURES
CORNER
GUARDS
7'-5"
CORNER
GUARDS
BASE
RB_1
(N) FREEZERS
15'-2"
LOWEST POINT MECH. DUCT
GWB WALL
P_2
MY-MUTT-30"
BASE
RB_1
IN NICHE
INSIDE WALLS AND BACK
WALL OF FREEZER CAVITY
TO BE PAINTED P_5, TYP.
tel 415.288.8150
fax 415.288.8181
GWB WALL
P_2
MY-MUTT-30"
MY-MUTT-30"
BASE
RB_1
1/4"=1'-0"
(N) HVAC DUCTWORK,
GWB WALL
P_2
GWB RECESS
P_3
GWB SOFFIT
P_4
GWB WALL
P_4
DATE
215022
(N) SUSPENDED
FLUORESCENT LIGHT
FIXTURES
FILE NUMBER:
2
PET FOOD EXPRESS
OXNARD, CA.
INTERIOR ELEVATION - WEST
ISSUE
10.09.15
CHECK SET
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
MY-MUTT-30"
MY-MUTT-40"
MY-MUTT-40"
MY-MUTT-30"
15'-8"
DRAWING DESCRIPTION
OPEN TO PET WASH
INTERIOR ELEVATIONS
SCALE
BASE
RB_1
BASE
RB_1
1/4"=1'-0"
INTERIOR ELEVATIONS - NORTH
AS NOTED
1
A6.2
McCall Design Group
tel 415.288.8150
fax 415.288.8181
MICROWAVE
AND SHELF
ANNUNCIATOR
RECEIVER
BOOK CASE
A
OPEN TO
HALLWAY
48" MAX
PLYWOOD WAINSCOT,
TYP IN RECEIVING
AREA; SEE 12/A7.2
B
C
HI-LO DRINIKING
FOUNTAIN
FREEZERS
1/4"=1'-0"
GWB WALL
P_4
6'-8"
MIN.
WALLS
WC_1
DATE
4'-0"
OPEN TO
EQUIP. RM.
215022
PET FOOD EXPRESS
OXNARD, CA.
GWB WALL
P_4
FILE NUMBER:
3
INTERIOR ELEVATIONS - RECEIVING
ISSUE
A
B
ELECTRICAL
PANEL
WATER
HEATER
WATER
HEATER
WATER
HEATER
CHECK SET
1/4"=1'-0"
INTERIOR ELEVATIONS - UTILITY ROOM
2
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
24"
MIN.
6"
42"
MIN.
3'-0"
7"-9"
17"-18"
TILE
T_3B
B
12"
MAX
DRAWING DESCRIPTION
33"-36"
12"
24"
MIN. MIN.
33"-36"
CORNER
GUARD
10.09.15
D
C
INTERIOR ELEVATIONS
C
D
SCALE
1/4"=1'-0"
INTERIOR ELEVATIONS - RESTROOM
1
AS NOTED
A6.3
McCall Design Group
TYP.
GWB SOFFIT
P_4
TILE
11
A8.1
TILE
OPEN
TO
SALES
AREA
TILE
GWB SOFFIT
P_4
TILE
T_3B
CABLE TRAY, TYP.
FLEXIBLE BLOWER
TUBING , TYP.
TOOL BALANCER ,
TYP.
tel 415.288.8150
fax 415.288.8181
TILE
OPEN
TO
SALES
AREA
C
D
TILE
TILE
1/4" = 1'-0"
INTERIOR ELEVATIONS - PET WASH
3
PROVIDE 1/2" PLYWD
BACKING TO FULL HEIGHT
FOR OWNER MOUNTED
ITEMS; COOR. WITH OWNER
CLOCK CENTERED
ON WALL
MUSIC RECEIVER
AND SHELF
PLEXI FILE HOLDERS
WHITE
BOARD
PLEXI FILE
HOLDERS
BULLETIN
BOARD
48" MAX
KEY FOBS
OFFICE LIGHT
SWITCH
OPEN SIGN
SWITCH
A
B
D
C
30" DEEP
WORK
COUNTER
215022
PLEXI FILE
HOLDERS
PET FOOD EXPRESS
OXNARD, CA.
SECURITY ALARM
PANEL
CLIP BOARDS
FILE NUMBER:
FREEZER
TEMPERATURE
ALARMS W/
SENSOR WIRES TO
FREEZERS
1/4" = 1'-0"
INTERIOR ELEVATIONS - OFFICE
2
DATE
ISSUE
10.09.15
CHECK SET
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
DUCTLESS AC
(SEE MECH.)
5/8" PLYWD BACKING
IT BOARD
(SEE ELECT.)
GWB WALL
P_4
5/8" PLYWD BACKING
TEL/COM BOARD
(SEE ELECT.)
GWB WALL
P_4
DRAWING DESCRIPTION
INTERIOR ELEVATIONS
4'-0"
A
B
SCALE
C
AS NOTED
ELECT. / LIGHTING
CONTROL PANELS
1/4" = 1'-0"
INTERIOR ELEVATIONS - IT ROOM
2
A6.4
GYP. BD. O/ MTL. STUD
FRAMING
18 GA.
BLOCKING, TYP.
3/4" PLYWOOD SHEATHING
18 GA. BLOCKING W/ L30
EACH END UNDER WATER
HEATER
McCall Design Group
BLOWER MOTOR
tel 415.288.8150
fax 415.288.8181
+8'-0" A.F.F.
GYP. BD. CLG
#10 SMS @ 16" O.C. TYP.
2X PLATFORM
FULL HEIGHT
STUDS, TYP.
HEATING COIL SHEET MTL.
6" 18 GA METAL JOIST @ 16"
O.C.
5/8" GYP. BD. OVER 6" X 20
GA METAL JOIST @ 16" O.C. VERIFY
WOMEN'S
UTILITY
ROOM
5/8" TYPE 'X' GYP. BD. ON
EACH SIDE OR 5/8" DUROCK
WHERE NEEDED.
3 5/8" OR 6" 20 GA METAL
CHANNEL ANCHOR TO FLOOR
WITH HILTI POWER ACTUATED PINS
6'-8" A.F.F.
B.O. SHEET MTL.
MTL. SHELVING BRACKET
BLOCKING AS NEEDED
3/4" = 1'-0"
BLOWER SHELVING DETAIL
1 1/2" = 1'-0"
12
GENERAL NOTES:
1. ENDS OF MAIN BEAMS AND CROSS TEES MUST BE
TIED TOGETHER TO PREVENT SPREADING
2. HEAVY DUTY GRID SYSTEM REQUIRED.
3. CEILING AREA > 1000 SQ FT TO HAVE
HORIZONTAL RESTRAINT WIRE AND RIGID
BRACING.
4. CEILING AREA > 2500 SQ FT TO HAVE SEISMIC
SEPARATION JOINTS OR FULL HEIGHT PARTITION.
5. CEILING WITHOUT RIGID BRACING MUST HAVE 2"
OVERSIZED TRIM RINGS FOR SPRINKLERS AND
OTHER PENETRATIONS.
6. CHANGES IN CEILING PLANE MUST HAVE
POSITIVE BRACING.
7. CABLE TRAYS AND ELECTRICAL CONDUITS MUST
BE INDEPENDENTLY SUPPORTED AND BRACED.
8. LIGHT FIXTURES (ALL TYPES) TO BE
MECHANICALLY ATTACHED TO GRID PER NEC
410-16 (TWO 12 GA WIRES PER FIXTURE UNLESS
INDEPENDENTLY SUPPORTED)
9. COMPRESSION STRUTS TO BE DESIGNED PER
ICBO #2244 OR EQUAL
WATER HEATER PLATFORM
WALL MOUNTED
COILING DOOR;
ATTACH TO WALL
FRAMING PER MFR.
SPECS.
6
(E) WALL TO REMAIN
GSM FLASHING AND
CAULKING
AIR TERMINALS SUPPORT REQUIREMENTS:
<20 LBS - POSITIVELY ATTACHED TO GRID
20 TO 56 LBS - POSITIVELY ATTACHED TO GRID
AND TWO 12 GA WIRES TO STRUCTURE (MAY BE
SLACK)
>56 LBS SUPPORTED DIRECTLY TO STRUCTURE BY
APPROVED HANGERS
12 GA HANGER WIRE
(4) SPLAY WIRES / COMPRESSION STRUT
STABILIZER BAR
GRID PERIMETER RIVETED
EMT - RUN TIGHT TO
STRUCTURE ABOVE
DRILL 5/32" HOLE FOR 1/8" BOLT
AND LOCKNUT AFTER CEILING
SYSTEM IS LEVELED
EMT - BUTT TIGHT TO
CEILING SYSTEM
OVERHEAD COILING
ROLL-UP; SEE DOOR
SCHEDULE
COMPRESSION STRUT SIZE CHART
SIZE
MAX HT
0.5" DIA X 22GA
3'-0"
0.75" DIA X 22GA 4'-3"
1" DIA X 20GA
5'-0"
1.25" DIA X 20GA 7'-0"
1.5" DIA X 20GA
8'-6"
2" DIA X 20GA
11'-6"
2.5" DIA X 18GA
14'-6"
3" DIA X 18GA
17'-3"
3.5" DIA X 16GA
23'-3"
16 GA MTL. FRAME
1'-6"
AT MAX. OF CURVE
SEE ELEVATION
B.O. SOFFIT HEADER
1/8"= 1'-0"
ACOUSTICAL CEILING LAYOUT (SEE CEILING PLAN FOR LAYOUT)
1 1/2" = 1'-0"
11
ROLL UP DOOR HEADER
215022
PET FOOD EXPRESS
OXNARD, CA.
(N) HEADER AS
REQUIRED; SEE STRUCT.
DRAWINGS FOR
ADDITIONAL
INFORMATION
FILE NUMBER:
PATCH & REPAIR (E)
EXT. FINISH AS REQ'D
1 1/2" = 1'-0"
8
FREEZER SOFFIT DETAIL
5
DATE
ISSUE
MINIMUM OF 3 TIGHT
TURNS AT ALL WIRES.
B.O. (E) ROOF DECK / STRUCTURE
OR (E) FLOOR DECK / STRUCTURE
DO NOT SPLAY WIRES OR CEILING SUPPORTS TO
CONNECT TO MALLS MECHANICAL, ELECTRICAL,
PLUMBING, FIRE PROTECTION SYSTEMS, OR DECK.
CONNECT TO STRUCTURE ONLY
12 GA VERTICAL SUPPORT WIRE @
4'-0" O.C. EA. WAY. AND MAX. 8"
FROM ALL EDGES. WIRE MUST NOT
CHECK SET
COMPRESSION STRUT @ 12'-0" O.C. EA. WAY AND
WITHIN 6'-0" OF PERIMETER
10.15.15
PERMIT / LL
11.02.15
BID SET
CLUSTER OF (4) 12 GA SPLAY WIRES
WITHIN 2" OF INTERSECTION OF
CROSS "T" AND MAIN RUNNER.
JUNCTION-BOX
PLANE OF CEILING. SPACE CLUSTERS
12'-0" O.C. EA. WAY AND WITHIN 6'-0"
OF CEILING PERIMETER
FASTENERS AT TOP
TO BOTTOM OF
ROOF MEMBERS;
INSTALL PER MANUF.
REQ'TS.
SEAL/SIGNATURE
6
8" MAX.
AT PERIMETER
1 1/2"
MAX
2"
MAX
4"
MIN.
3/8"
MIN CLR
X
MA
6"
ACOUSTICAL
CEILING TILES
VARIES
REFER TO CLG PLAN
2" MIN WALL MOLDING
GRID MEMBERS ATTACHED TO
WALL MOLDING @ 2
ADJACENT WALLS USING POP
RIVETS OR SCREWS
3/4"
MIN CLR
4"
MIN.
ANGLE BRACKET OR CLIP.
ATTACH PER MANUFACTURER
RECOMMENDATIONS.
10.09.15
WALL OR SOFFIT FRAMING AND FINISHES.
REFER TO SPECIFIC DETAILS.
STABILIZER BAR AT UN-ATTACHED
SIDES ONLY.
1" DIA. WHITE
FLEX-CONDUIT @ EA
END OF RUN
HEAVY DUTY SUSPENDED GRID SYSTEM
MAIN RUNNER @ 2'-0" O.C.
HEAVY DUTY SUSPENDED GRID SYSTEM CROSS "T"
MEMBER @ 2'-0" OR 4'-0" O.C. (REFER TO SPECIFIC
CEILING TYPE).
PER CLG. PLAN
SUSP. CLG.
CABLE
DRAWING DESCRIPTION
PROVIDE P6S STEMS
AT END RUNS FOR
POWER CABLING
CONTINUOUS
UNISTRUT
ATTACH LIGHT
FIXTURE TO UNSTRUT
NOTE:
FASTENING TO STRUCTURE ABOVE TO COMPLY
WITH LANDLORD AND OR LOCAL BUILDING
DEPARTMENT REQUIREMENTS.
CONFORM TO BASIC MINIMUM REQUIREMENTS
ESTABLISHED IN ASTM C635 & C636
WALL/CEILING DETAILS
PET WASH
AREA
REFER TO DETAIL 11/A7.1 FOR CEILING LAYOUT
REQUIREMENTS.
2'-0"
3" = 1'-0"
ACOUSTICAL CEILING DETAIL
SALES
AREA
1" = 1'-0"
10
SUSPENDED LIGHT DETAIL
1 1/2" = 1'-0"
7
PETWASH SOFFIT DETAIL
4
SCALE
A7.1
McCall Design Group
1 3/4"
2" STAINLESS STEEL CORNER
GUARDS SECURED TO
PLYWOOD WITH
COUNTERSUNK SCREWS
CORNER CONDITION
tel 415.288.8150
fax 415.288.8181
48"
3/4" PLYWOOD WAINSCOT
SECURED TO METAL STUDS
WITH COUNTERSUNK SCREWS
1 3/4"
30"
3/4" ALUMINUM ANGLE
AT TOP AND ENDS; SEE
15/-
3/4" ALUMINUM ANGLE
SECURED TO PLYWOOD WITH
COUNTERSUNK SCREWS
2" STAINLESS STEEL
CORNER GUARD AT
CORNERS; SEE 15/-
3/4" PLYWOOD
WAINSCOT TO 48" AFF
3/4" PLYWOOD WAINSCOT
SECURED TO METAL STUDS
WITH COUNTERSUNK SCREWS
SEE DOOR SCHEDULE
DOOR WIDTH PLUS 1/2" ROUGH OPENING
TOP & END CONDITION
6" = 1'-0"
1/2" = 1'-0"
15
3" = 1'-0"
1/2" = 1'-0"
12
DRINKING FOUNTAIN DETAIL
9
AUTOMATIC SLIDING DOOR - HORIZONTAL SECTION
3
6"
EXTERIOR
8"
INTERIOR
DOOR UNIT PER
SCHEDULE
2
1
1 1/2"
1 1/2"
(E)CONCRETE FLOOR SLAB
DEPRESS (E) CONCRETE SLAB FOR
MAT PER MFR SPECIFICATIONS AND
REQUIREMENTS; PROVIDE ALUM. R
FRAME AT ALL EDGES
6" = 1'-0"
STOREFRONT WINDOW
RESTROOM RAILING DETAIL
8
1/4" FLAT HEAD SCREWS W/
1-1/2" EMBEDMENT TO (E)
SLAB @ 6" MAX FROM ENDS
AND 16" O.C. STAGGERED
IN BETWEEN
6" = 1'-0"
FLOOR TRANSITION INSET FLOOR MAT
5
3" = 1'-0"
2
DATE
ISSUE
*(E) CONCRETE FLOOR SLAB TO BE
FIELD VERIFIED PRIOR TO SAW
CUTTING; G.C. TO CONSULT W/
STRUCTURAL ENGINEER ON SITE AS
REQUIRED
AUTOMATIC SLIDING DOOR VERTICAL SECTION
215022
1/2" MAX.
AT 1:2 SLOPE
CL OF BLOCKING
FILE NUMBER:
33" A.F.F.
6'-10 1/2" CLEAR OPENING
(N) CONCRETE
LANDING AND
WALKWAY
PET FOOD EXPRESS
OXNARD, CA.
WALK OFF MATT: AS
SPECIFIED
7'-8" PACKAGE HEIGHT
1"
THRESHOLD
10.09.15
CHECK SET
NOTE:
GC. TO USE LAND LORDS SPECIFIED
ROOFING CONTRACTOR.
FLOOR FINISH AS
SCHEDULED
COORDINATED ALL WORK WITH LAND LORD
AND LAND LORD REQUIREMENTS
(N) SKYLIGHT
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
"SCHLUTER" SCHIENE ZINC TRANSITION FROM
CONCRETE TO TILE TO
BE FLUSH
(E) SECURITY GRILLE
10.15.15
(E) METAL CURB
(E) CANT
(E) FOOF INSULATION
3 X 3 CERAMIC TILE
(E) ROOFING
MEMBRANE
SLOPE FLOOR TO DRAIN 1/4 PER FT.
DRAWING DESCRIPTION
DETAILS
(E) CONCRETE
SCALE
(E) ROOF DECK AND
STRUCTURE
SLOPE CONCRETE TO
DRAIN
1" = 1'-0"
SKYLIGHT DETAIL
FULL
10
FLOOR TRANSITION - PET WASH
4
A7.2
7/8" THICK CEMENT PLASTER
OVER METAL LATH & 2 LAYERS
GLAS EXTERIOR GYPSUM
BOARD
8" METAL STUD TRACK TO BE
WELDED TO TUBE STEEL
8" METAL STUD
FRAMING
(E) TUBE STEEL. PAIN PT-2
McCall Design Group
tel 415.288.8150
fax 415.288.8181
5/8" GYP. BD.
(E) 8" METAL STUD.
MODIFY NEW HEADER,
SEE STRUCTURAL
DRAWINGS
3"
CASING BEAD WITH WEEP HOLES
CAULK W/BACKER ROD
SLOPE DOWN 1/2"
1'-6"
2 LAYERS OF 15LB. BLDG.
PAPER OVER 1/2" DENS
GLAS EXTERIOR GYP. BD.
12"
12" METAL STUD
FRAMING
PREFINISHED METAL
PANELS
8" METAL STUD TRACK TO BE
WELDED TO TUBE STEEL
7/8" HAT CHANNEL
ALUMINUM SHUTTER
1"
1/2"
7/8" THICK CEMENT PLASTER
OVER METAL LATH & 2
LAYERS OF 15LB BLDG.
BOARD
1'-6"
3"
1/2" CAULKED
JOINT
5/8" GYP. BD.
3"= 1'-0"
STUCCO AT LOUVER DETAIL
3"= 1'-0"
9
STUCCO AT METAL FASCIA
3
5/8" GYP. BD.
TUBE STEEL, SEE
STRUCTURAL
DRAWINGS
12" METAL STUDS,
SEE STRUCTURAL
DRAWINGS
ALUMINUM SHUTTER
ANGLE BRACKET,
SEE STRUCTURAL
DRAWINGS
5/8" GYP. BD.
1'-6"
(E) BEAMS
5/8" GYP. BD.
SEALANT
W/BACKER ROD
(E) 8" METAL STUD.
MODIFY NEW HEADER,
SEE STRUCTURAL
DRAWINGS
(E) COLUMN, PAINT PT-2
W/1" DIA. S.S. HANGER RODS
5/8" GYP. BD.
4"x1-1/4" METAL STUD
SEE SCHEDULE FOR
GLAZING
ALUMINUM STOREFRONT
3"= 1'-0"
STUCCO AT LOUVER DETAIL
215022
(E) STONE BASE
PET FOOD EXPRESS
OXNARD, CA.
FILE NUMBER:
(N) STONE CAP
3"= 1'-0"
8
CURTAIN WALL DETAIL
2
DATE
ISSUE
SEALANT
W/BACKER ROD
ALIGN FACE OF
STOREFRONT
WITH STEEL BEAM
ALUMINUM STOREFRONT
10.09.15
(N) 10"X4" TUBE STEEL
SEE STRUCTURAL
DRAWINGS, PT-2
STEEL BEAM, SEE
STRUCTURAL DRAWINGS
3/4" STONE CAP
12" METAL STUD, SEE
STRUCTURAL DRAWINGS
3/4" THICK STONE PANEL ADHERED
WITH 3/8" MORTAR BED TO 7/8"
EXTERIOR PLASTER ON METAL LATH
ON 15 LB. BUILDING PAPER OVER
1/2" DENS GLAS EXTERIOR GYPSUM
BOARD
ALIGN FACE OF
SLIDING DOOR
WITH STEEL BEAM
STEEL CHANNEL(PAINTED)
WITH 2"X8" REDWOOD SLATS
SUNSHADE. PAINT PT-2
CHECK SET
STEEL BRACKET, SEE
STRUCTURAL DRAWINGS.
PAINT PT-2
8"
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
8" METAL STUD, SEE
STRUCTURAL DRAWINGS
5/8" GYP. BD.
AT INTERIOR, TYP.
(E) FLOOR SLAB AND
FOOTING
WEEP HOLES 24" O/C MIN.
12" BITUTHENE STRIP
WEEP SCREED
DRAWING DESCRIPTION
CAULK/WEEP HOLE
DETAILS
(E) TUBE STEEL SEE
STRUCTURAL
DRAWINGS, PT-2
+/- 3/8"
W/1" DIA. S.S. HANGER RODS
WALL FINISH MATERIAL
(SEE BUILDING EXTERIOR ELEVATION)
SEALANT
W/BACKER ROD
1/2" EXP. JT.
SEALANT W/BACKER ROD
STOREFRONT WINDOW DETAIL
1 1/2"= 1'-0"
13
TYP. EXT. WALL STONE DTL.
AS NOTED
SEALANT
W/BACKER ROD
GLASS & ALUMINUM STORE FRONT
(N) FOOTING, SEE
STRUCTURAL DRAWINGS
3"= 1'-0"
SCALE
3"= 1'-0"
7
1
A7.3
1/8" RIVETS SPACED
@12" O.C. MAX.
NON-SKINNING BUTYL
SEALANT AT ENDS
FILL ALL GAPS
McCall Design Group
tel 415.288.8150
fax 415.288.8181
3/16" X 7/8" BUTYL TAPE
SLOPE DOWN 1/4"/FT.
ZEE CLOSURE TRIM @ PANEL RIBS
VAPOR BARRIER
METAL ROOFING PANELS
24 GA. SPAN-SEAM BY AEP
SPAN W/ 18" WIDTHS
1/2" PLY WD.
FASTNERS BY ROOF MANUF.
METAL "Z" CLIP @ 24" O.C.
9" STEEL CHANNEL WELDED
TO END OF LOOKOUTS
HIGH EAVE METAL TRIM BY
ROOF MANUF.
PERMA BARRIER OVER
1/2" DENS GLAS EXT.
GYPSUM BOARD
5/8" CAULKED
JOINT
4" METAL STUD
FRAMING
1'-6"
12"
1/2" CAULKED JOINT
8" STEEL CHANNEL, SEE STRUCT.
DWGS
4" WIDE CONTINUOUS
SCREENED VENT IN PANEL
6"
PREFINISHED METAL PANELS
8" WIDE WOOD
RAFTER NOTCHED
5/8" CAULKED JOINT
PREFINISHED METAL SOFFIT
2 LAYERS 15 LB. BUILDING
PAPER OVER 1/2" DENS GLAS
EXT. GYPSUM BD.
7/8" THICK CEMENT PLASTER OVER
METAL LATH
METAL ROOFING PANELS 24 GA.
SPAN-SEAM BY AEP SPAN W/ 18" WIDTHS
SLOPE DOWN 1/4"
/FT.
215022
2
FILE NUMBER:
WALL SECTION
PET FOOD EXPRESS
OXNARD, CA.
1 1/2" = 1'-0"
VAPOR BARRIER
3/8" BEAD OF NON-SKINNING BUTYL
SEALANT ON BOTH SIDES OF MALE RIB
PRIOR TO ENGAGING FEMALE RIB OF
NEXT PANEL
METAL JOGGLE CLEAT
DATE
ISSUE
TURN DOWN PANEL AT END
10.09.15
PREFINISHED METAL GUTTER
STRAP
CHECK SET
10"
PREFINISHED METAL GUTTER
BOTTOM PAN SLOPES DOWN
1/4"/FT TO DOWNSPOUT
8" METAL STUD
FRAMING, SEE
STRUCT. DWGS.
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
EAVE METAL TRIM BY
ROOF MANUF.
9" STEEL CHANNEL
15 LB. BUILDING PAPER OVER
1/2" DENS GLAS EXT. GYPSUM
BOARD
4" WIDE CONTINUOUS
SCREENED VENT IN PANEL
PREFINISHED METAL PANELS
STEEL CHANNEL -SEE
STRUCTURAL DWGS
5/8" CAULKED JOINT
PREFINISHED MATAL PANELS
DRAWING DESCRIPTION
7/8" CEMENT PLASTER
OVER METAL LATH & 2
LAYERS 15 LB. BLDG.
BOARD
DETAILS
SCALE
1 1/2" = 1'-0"
WALL SECTION
1
AS NOTED
A7.4
5/8" GYP. DB. ON INTERIOR
5/8" GYP. DB. ON
INTERIOR
McCall Design Group
(E) 8" METAL STUD
(N) 8" METAL STUD, SEE
STRUCTURAL DRAWINGS
tel 415.288.8150
fax 415.288.8181
VERTICAL
(N) BATT INSULATION
A- BELOW
ALUMINUM
STOREFRONT
(N) BATT INSULATION
(E) SIDING
SEALANT
W/BACKER
ROD,TYP.
8" METAL STUD, SEE
STRUCTURAL DRAWINGS
(N) 12" METAL STUD, SEE
STRUCTURAL DRAWINGS
1/8" CAULKED
EXPANSION JOINT,
TYP.
SEALANT
W/BACKER ROD,
TYP.
ALUMINUM
STOREFRONT
12" METAL STUD, SEE
STRUCTURAL DRAWINGS
7/16"x MD FIBER
CEMENT TRIM BOARD
CEDARMILL FINISH
7/8" CEMENT PLASTER
OVER METAL LATH & 2
LAYERS 15 LB. BLDG.
BOARD
1/4" JOINT W/
CAULK & BACKER
ROD
3"= 1'-0"
HORIZONTAL
B- ABOVE
3"= 1'-0"
12
3"= 1'-0"
9
3"= 1'-0"
6
3
5/8" GYP. DB. ON
INTERIOR
STONE CAP ABOVE
(N) CONCRETE CURB,
SEE STRUCTURAL
DRAWINGS
3/4" THICK STONE PANEL ADHERED WITH 3/8"
MORTAR BED TO 7/8" EXTERIOR PLASTER ON
METAL LATH ON 2 LAYERS OF 15 LB. BUILDING
PAPER OVER 1/2" DENS GLAS EXTERIOR GYPSUM
BOARD
VERTICAL
1/2" EXP. JT.
8"
3/4" THICK LIMESTONE CAP,
COLOR: JERUSALEM GOLD
-ALL EXPOSED SURFACES
'SPLIT FACE' FINISH
(E) CONCRETE
SIDE WALK
PET FOOD EXPRESS
OXNARD, CA.
8" METAL STUD, SEE
STRUCTURAL DRAWINGS
SEALANT
W/BACKER
ROD,TYP.
12" METAL STUD, SEE
STRUCTURAL DRAWINGS
3/4" THICK LIMESTONE
GROUT: LATICRETE #61
"PARCHMENT"
FINISH: HONED
(E) INTERIOR SLAB
ON GRADE
ALUMINUM
STOREFRONT
(N) BATT INSULATION
3/4" THICK LIMESTONE
GROUT: LATICRETE #61
"PARCHMENT"
FINISH: SPLIT FACE
4 1/2"
7/8" CEMENT PLASTER
OVER METAL LATH & 2
LAYERS 15 LB. BLDG.
BOARD
HORIZONTAL
FINISH GRADE
ELEVATION
1" = 1'-0"
STONE PATTERN
3"= 1'-0"
11
3"= 1'-0"
8
215022
PLAN
FILE NUMBER:
METAL STUDS, SEE
STRUCTURAL DRAWINGS
3"= 1'-0"
5
2
DATE
ISSUE
10.09.15
CHECK SET
METAL STUD WALL
3/4" CEMENT BOARD
2 LAYERS OF 15 LB.
BUILDING PAPER
METAL LATH
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
7/8" EXTERIOR
PLASTER
GROUTED JOINT
ELEVATION VIEW
3/8" MORTAR SETTING BED
3/4" THICK STONE
PANEL
STONE CAP ABOVE
WALL FINISH MATERIAL
(SEE BUILDING EXTERIOR ELEVATION)
METAL STUD FRAMING
24 GA. GALVANIZED METAL
FLASHING
3/4" CEMENT BOARD
1/4" GROUTED
JOINT
2 layers of 15 LB. BUILDING
PAPER
CAP
METAL LATH
NATURAL FINISH AT
EXPOSED SURFACES
7/8" EXTERIOR PLASTER
METAL STUD WALL
3/4" CEMENT BOARD
3/4" THICK STONE PANEL
2 LAYERS OF 15 LB.
BUILDING PAPER
DRAWING DESCRIPTION
DETAILS
7/8" EXTERIOR PLASTER
SAWCUT DRIP SLOT CONT.
1/4" GROUTED JOINT
3/8" MORTAR BED
7/8" EXT. PLASTER ON METAL LATH
2 LAYERS OF 15 LB. BUILDING PAPER
METAL LATH
1/4" GROUTED JOINT
PLAN VIEW
SCALE
AS NOTED
SECTION VIEW
3/4" CEMENT BOARD
FULL
CORNER JOIT DETAIL
FULL
10
VERTICAL JOINT
FULL
10
STONE JOINT
6"= 1'-0"
7
STONE CAP
1
A7.5
PREFABRICATED PET TUB: FLORESTONE TERRAZZO SHOWER RECEPTOR MODLE 100 [32"X48"] (SUPPLIED
BY G.C.) COMPLETE WITH 3" STRAINER AND TAILPIECE; SEE P-1 FOR HAIR INTERCEPTOR BY P.C.
4 1/4 X 4 1/4 GLOSS GLAZED WALL
TILE OVER 5/8" DUROCK OVER 15
LB. MAX. FELT, OVER BITUTHANE
OVER 5/8" W.R. GYP. BD.
BALANCING TOOL,
REELCRAFT 19A880
CAULK AS REQ'D BY TILE
MFG. BETWEEN DIFFERENT
TILE SIZES, TYP.
8
A8.2
CABLE TRAY, LEGRANDITRAY
MOSAIC TILE UNIVERSAL
TRIM SC-813 (AT EDGE/
S-832 WALL JOINT)
4" TOE KICK
O/ 20 GA.
FLASHING
SU-813
C-833
TRIM S-832
5"
CONT. CAULKING
SEE NOTE * UNDER 8/A8.1
4" TOE KICK
SLOPE DN 1/4" PER FT.
(FULL TILES ONLY) 2X2
CERAMIC MOSAIC TILE
OVER 5/8" DUROCK OVER
15 LB. MAX. FELT OVER
BITUTHENE
MOSAIC TILE SURFACE
CAP SC-816
COVED TILE BASE
24"X18" TILED ACCESS PANEL, RUTKNYSTORM, CAULK JOINT TO MATCH
ADJACENT GROUT COLOR
AT FRONT CORNER OF
PLATFORM (ADJACENT TO
STEPS): SURFACE CAP*
S-832
2 1/2" 20 GA GALV. MTL.
STUDS @ 12" O.C., TYP.
1 5/8" 16 GA
GALV. MTL. JOIST
@ 12" O.C.
31-1/2" MAX.
34" MAX.
34" MAX.
31 1/2" MAX.
3/4" PRESSURE TREATED
PLYWOOD AT PLATFORM
2 X 2 CERAMIC MOSAIC TILE
MORTAR SET OVER BITUTHENE
SLOPE TOWARDS TUB; SEE
7/A7.3.
24"X18" TILED ACCESS
PANEL, RUTK- NYSTORM
4" TOE KICK
O/ 20 GA FLASHING
OUTLINE OF TUB
BEHIND TILE WALL
MOSAIC TILE COVED BASE C-833
3/4" P.T. PLYWOOD AT
SIDES AND BOTTOM OF
TUB OPENING
1'-1"
3 5/8" 20 GA
3 5/8" 20 GA
GALV. MTL.
GALV. MTL.
STUDS @ 12"
BLOCKING
O.C. MAX., TYP.
AT FRONT EDGE OF
STEPS: UNIVERSAL
TRIM SC-813
[OPPOSITE SIDES
SIM.]
BLOCKING W/ 2" EYE
HOOKS; VERIFY EYE
HOOK SPEC W/ OWNER.
EYE HOOKS TO BE
INSTALLED IN
HORIZONTAL POSITION
GROUT SPECIFICATIONS:
CONVENTIONAL SANDED GROUT
HYDROMENT NATURAL GREY @ 2 X 2 AND 3 X 3 TILES
HYDROMENT WHITE @ 4 1/4 X 4 1/4 TILES
GENERAL FLOOR TILE @ WASH ROOM:
3" X 3" DAL TILE C551 INDIAN RED
GC TO APPLY SLIP TECH ANTI SLIP TREATMENT AFTER
TILE INSTALLATION
3 5/8" BRACES
3 5/8" 20 GA GALV.
MTL. STUDS @ 12"
O.C., TYP.
NOTE: NO MASTIC FOR ADHESION OF TILES
7
CB-813
A8.2
ANY QUESTIONS REGARDING TILE COMPONENTS AND PLACEMENT
MUST BE DIRECTED TO PET FOOD EXPRESS REPRESENTATIVE PRIOR TO
COMMENCING WORK
*ALIGN METAL JOISTS W/ TOP OF MTL. STUDS FOR FRAMING UNDER PET TUB - TYP.
*REFER TO DETAIL 13 AND 14 FOR PLACEMENT OF VARIOUS TILE PIECES (THINSET AND CONVENTIONAL *REFER TO DETAIL 13 AND 14 FOR PLACEMENT OF VARIOUS TILE PIECES [THINSET AND
CONVENTIONAL MORTAR SET SHOWN]
MORTAT SET SHOWN)
3" = 1'-0"
1" = 1'-0"
TILE LAYOUT - MORTAR BED
14
*REFER TO DETAILS 13 AND 14 FOR PLACEMENT
OF VARIOUS TILE PIECES [THINSET AND
CONVENTIONAL MORTAR SET SHOWN]
1" = 1'-0"
PET TUB - SECTION
11
PET TUB - PLATFORM SECTION
3/4" = 1'-0"
8
PET TUB ELEVATION
2
AT EDGE OF
PLATFORM TO WALL;
UNIVERSAL TRIM
SC-813
2" X 2" THINSET BED
AIR BLOW DRYER
CL OF STUB
EQ.
S-832
VARIES - SEE A1.1
1'-9 1/4"
CL OF STUB
EQ.
EQ.
EQ.
1'-9 1/4"
PREFABRICATED PET TUB
SC-816
SEE NOTE*
UNDER 7/A7.3
SLOPE 1/4": 12"
DOWN TOWARDS TUB
AT CORNERS OF
STEPS TO WALLS:
COVE BASE CB-813
DATE
ISSUE
10.09.15
CHECK SET
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
1'-0"
33 1/2" R.O.
6 1/2"
6"
SC-886
33 1/2" R.O.
49 1/2" R.O.
SB-816
S=886
2" X 2" TILE STEPS:
"DAL-TILE", 2 X 2
CERAMIC MOSAIC
TILE D-203 FIRE BRICK
SPECKLE W/
NON-SLIP FINISH; SEE
9/A7.3 FOR SLOPING
INFORMATION
2" X 2" TILE PLATFORM; SEE
2/A7.3 BELOW
FACE OF THE FINISH
C-833
215022
A8.1
2 1/2" 20 GA GALV. MTL.
STUDS @ 12" O.C., TYP.
2'-0"
4 1/4X4 1/4 GLOSS GLAZED WALL
TILE OVER 5/8" DUROCK, OVER 15
LB. MAX. FELT, OVER 5/8" W.R. GYP.
BD. CONT. CAULKING
15
FLOAT TILE @ TUB LEDGE
PER DETAIL 8/A8.1
AT LEDGE OF TUB TO
WALL: CUSTOM CUT
TILE; CONSULT W/ PET
FOOD EXPRESS REP
FILE NUMBER:
2'-9 1/2" R.O.
9"
FOR SIMILAR NOTES ON TILE MODULES, CAPS
AND TOE KICKS, REFER TO DETAIL 10&11/A7.3.
SLOPE TUB LEDGE DOWN
1/4" PER FT TOWARDS TUB;
TOP OF PLATFORM AND
TOP OF TUB LEDGE TO BE
AT SAME LEVEL
C-833
9
INTERNATIONAL
SYMBOL OF
ACCESSIBILITY @
STATION 1; LOCATED
ON WALL AS SHOWN
2 X 2 CERAMIC TILE:
DAL TILE D-203 FIRE
BRICK SPECKLE (TYP)
ON TOP & SIDES OF
PLATFORM W/ 2
ROWS ABOVE LEVEL
OF PLATFORM AS
SHOWN; FOR SLOPE
OF PLATFORM, SEE
1/A7.3
PET FOOD EXPRESS
OXNARD, CA.
TRIM S-832 EDGES OF TUB
LEDGE; BOTH SIDES
SIMILAR
PET TUB - STEP SECTION
9"
2'-7 1/2"
TOP OF P.T. WOOD
2" X 2" CONVENTIONAL MORTAR BED
1" = 1'-0"
1/4 POINT
1'-0"
MFG. BETWEEN
DIFFERENT TILE SIZES AND
ALL TILE TO TUB JOINTS.
*REFER TO DETAIL 13 AND 14 FOR PLACEMENT OF VARIOUS TILE PIECES [THINSET AND CONVENTIONAL
MORTAR SET SHOWN]
1/2 POINT
1'-0"
15
1'-0"
1/4 POINT
2 X 6 BLOCKING IN
WALL & PLATFORM
FRAMING FOR
ACCESSORIES;
INCLUDE 2" EYE HOOKS
VERIFY W/ OWNER.
2'-0"
PET TUB - TILE DETAIL
MOSAIC TILE SURFACE CAP
SC-816
2x6 BLOCKING W/ 2"
EYE HOOKS; VERIFY
EYE HOOK SPEC W/
OWNER. EYE HOOKS
TO BE INSTALLED IN
HORIZONTAL
POSITION
34" MAX.
TRIM SU-813 CORNER OF
TUB TO WALL
3" = 1'-0"
3 1/2" GALV. MTL. STUDS @
12" O.C.
1'-0"
3 5/8" 20 GA
GALV. MTL.
JOISTS @ 12"
O.C., TYP.
3/4" PRESSURE TREATED
PLYWOOD
S-832
SLOPE DN
1/4" PER FT.
CUSTOM TILE MOSAIC;
COORDINATE LOCATION
WITH PFE REP
1'-7"
OR 3/4" PRESSURE TREATED
PLYWOOD
SUSPENDED CEILING,
SEE A2.1
SUSPENDED CEILING TILE
GROMMETS
2X2
2 X 2 CERAMIC TILE OVER
5/8" DUROCK OVER
BITUTHENE
4 1/4X4 1/4 GLOSS
GLAZED WALL TILE OVER
5/8" DUROCK OVER 15 LB.
MAX. FELT, OVER
BITUTHANE OVER 5/8"
W.R. GYP. BD.
4 1/4 X 4 1/4 GLOSS
GLAZED WALL TILE
IN CHECKERBOARD
PATTERN TO
UNDERSIDE OF
ROOM CEILING:
1) DAL TILE GLOSS
0161 - URBAN PUTTY
2) DAL TILE GLOSS
735 - ALMOND
10"
2 X 2 CERAMIC MOSAIC TILE
MORTAR SET OVER BITUTHENE
BITUTHENE - WRAP BITUTHENE UP
WALLS 24" ABOVE COUNTER
tel 415.288.8150
fax 415.288.8181
MOSAIC TILE COVE BASE
C-833 CB-813 (@AT
EDGE/WALL JOINT)
PROVIDE BLOCKING FOR
ESCUTCHEON
ATTACHMENT
WRAP FELT OVER BITUTHENE
McCall Design Group
10'-6"
UNDERSIDE OF CEILING
4 1/4X4 1/4 GLOSS GLAZED
WALL TILE OVER 5/8" DUROCK,
OVER 15 LB. MAX. FELT, OVER
5/8" W.R. GYP. BD.
2 X 2 CERAMIC TILE THIN
SET OVER 5/8" DUROCK
OVER 15 LB. MAX. FELT
OVER BITUTHANE OVER
5/8" W.R. GYP. BD.
DRAWING DESCRIPTION
LINE OF THE PREFABRICATED
PET TUB BELOW
CB-833
2X2
C-833
S-886
SC-813
CEILING TUBING STUB OUT GROMMET
(TYP.); BY CAROLINA PRIDE
SB-816
BLOW DRYER GROMMET IN
CEILING TILE , SEE PLUMBING
DRAWINGS
LOCATION OF CEILING
GROMMET FOR BALANCING
CABLE
AT EDGE OF PLATFORM TO
WALL: UNIVERSAL TRIM SC-813
*REFER TO DETAILS 13 AND 14 FOR PLACEMENT OF VARIOUS TILE
PIECES [THINSET AND CONVENTIONAL MORTAR SET SHOWN]
3" = 1'-0"
TILE LAYOUT - THINSET BED
3/4" = 1'-0"
13
PET TUB CEILING STUB OUT LOCATIONS
PET WASH DETAILS
AT LEDGE OF TUB TO WALL;
CUSTOM CUT TILE; CONSULT WITH
PFE REP
FRAMING ON
WIDTH OF STEPS
TO BE KEPT AT
AN ODD NUMBER
AT EDGE OF STEPS:
UNIVERSAL TRIM
SC-813 [OPPOSITE
SIDES SIM.]
AT FRONT CORNER
OF PLATFORM:
UNIVERSAL TRIM
S-832
3/4" = 1'-0"
7
PET TUB PLAN
SCALE
1
A8.1
1/4" PER FT.
SLOPE DN.
3 5/8" 20 GA
MTL. STUDS,
TYP. @ 16"
O.C.
MFG. BETWEEN
COUNTER TOP, TYP;
CERAMIC TILE OVER
MORTAR BED OVER 15LB
FELT OVER 1/2" DUROCK
OVER 1/2" P.T. PLYWOOD
20" MAX
REACH
INSTALL
-
FURNISH
O
INSTALL
-
FURNISH
INSTALL
GC
McCall Design Group
TILE SIZES, TYP.
TILE SIZES, TYP.
MFG. BETWEEN
PET WASH PLUMBING SYSTEM
4 1/4 X 4 1/4 MATTE
GLAZED WALL TILE OVER
5/8" DUROCK OVER 5/8"
GREEN BOARD; CONT.
CAULKING, TYP.
DESCRIPTION
-
ITEMS
FURNISH
LINE OF (E) COLIMN
EXISTING
CAROLINA
PRIDE
SEE 1/A7.1 FOR ALL SIMILAR
STUD / CONNECTION
INFORMATION.
8" OPENINGS
FOR BINS
BEYOND
1. WATER HEATER (WH-1)
tel 415.288.8150
fax 415.288.8181
-
2. HOT WATER RE-CIRCULATING PUMP AND ASSOCIATE PIPING
3. HOT WATER RETURN PUMP AND ASSOCIATE PIPING
4. HOT WATER RETURN PUMP
5. TEMPERING VALVES AND PIPING FROM WH-1
6. FLOOR SINK FOR WH-1
7. HOT AND COLD WATER SUPPLY AND RETURN PIPES
8. BUSTER WATER HEATER
9. WASH SYSTEM MAIN PUMP
10. PET WASH DISPENSING SYSTEM (DS)
48" MAX. REACH HT.
HOSE BIB,
OPPOSITE SIDE,
SEE PLUMBING
DRAWINGS
6", 20 GA MTL.
CHANNEL
ANCHOR TO
FLOOR @ 32"
O.C. W/ HILTI
POWER
ACTUATED PINS
11. HEATING COIL AND FILTER
SLOPE DN
1/4" PER FT.
12. SHEET METAL TRANSITION FOR HEATING COIL
13. SUPPLY AIR TEMPERATURE SENSOR
8
8
A8.2
A8.2
1'-0"
8"
14. ALL PVC PIPING AT HEATING COIL, BLOWERS , TO CEILING STUB OUT
15. ALL RUBBER TUBING FROM MIXING PANEL TO CABLE TRAY
16. ALL RUBBER TUBING FROM CEILING
17. FLEXIBLE DRYER HOSE
S.S. DBL.
DOORS
MIN. 1/4" MORTAR BASE
RECESSED CONCRETE
RECESSED CONCRETE
*REFER TO DETAIL 13 AND 14 ON A8.1 FOR PLACEMENT OF VARIOUS TILE PIECES (THINSET AND
CONVENTIONAL MORTAT SET SHOWN)
15
PET SHOWER - STEP
1" = 1'-0"
12
PET SHOWER - SECTION
9
*(E) CONCRETE FLOOR SLAB TO BE
FIELD VERIFIED PRIOR TO SAW
CUTTING; G.C. TO CONSULT W/
STRUCTURAL ENGINEER ON SITE AS
REQUIRED
3 X 3 CERAMIC TILE
8" OPENINGS
TO TOWEL
CANS BEYOND
SLOPE FLOOR TO DRAIN 1/4 PER FT.
1. ALL IN-LINE VOLTAGE AT MOTOR CONTROL CENTER
2. ALL LOW VOLTAGE AT MOTOR CONTROL CENTER
3. POWER AT CEILING FOR BUSTER WATER HEATER
4. MOTOR CONTROL CENTER PANEL (MCC)
5. BLOWER MOTORS
RUBBERMAID 32G
BRUTE GARBAGE
CAN; PFE REP. TO
VERIFY FINAL
SPECIFICAITON
6" 20 GA MTL.
CHANNEL
ANCHOR TO
FLOOR @ 32" O.C.
W/ HILTI POWER
ACTUATED PINS
PET WASH MISC.
2'-11 1/4" CLR.
6" 20 GA MTL.
STUDS, TYP. @ 16"
O.C.
SLOPE CONCRETE TO
DRAIN
4'-6" CLR.
1. CABLE TRAY
GC. TO COORDINATE SIZE WITH CP, LEGRAND- ITRAY
2. BLOWER MOTORS SHELVING
3. EYE HOOK
4. TOOLING BALANCER
REELCRAFT 19A880
5. LEASH HANGERS
CONT. LEDGER TRACK SECTURED
TO WALL W/ #8 X 1 1/4" SHEET MTL.
SCREWS @ 16" O.C.
6. COIN BOX
7. COIN BOX COVER AND LABELS
3/4" = 1'-0"
TOWEL & TRASH CABINET
8. HANGER FOR FLEXIBLE DRYER HOSE
FULL
14
TILE DETAIL AT RECESSED TUB
8
9. CONNECTER FOR SPRAYER TO BALANCING CABLE
DATE
215022
"SCHLUTER" SCHIENE ZINC TRANSITION FROM
CONCRETE TO TILE TO
BE FLUSH
FILE NUMBER:
RECESSED TUB, SEE
PLUMBING DRAWINGS
PET FOOD EXPRESS
OXNARD, CA.
(N) BLOCKING @ (N) WALLS AND (E)
WALLS FOR ATTACHMENT AS REQ'D
PET WASH ELECTRICAL SYSTEM
SEE 1/A7.1 FOR ALL SIMILAR
STUD / CONNECTION
INFORMATION.
4 1/4 X 4 1/4
MATTE GLAZED
WALL TILE OVER
5/8" DUROCK
OVER 5/8" GREEN
BOARD; CONT.
CAULKING, TYP.
*REFER TO DETAIL 13 AND 14 ON A8.1 FOR PLACEMENT OF VARIOUS TILE PIECES (THINSET AND
CONVENTIONAL MORTAT SET SHOWN)
3" = 1'-0"
3/4"=1'-0"
18. SPRAYER
MIN. 1/4" MORTAR BASE
ISSUE
10.09.15
2X2 CERAMIC MOSAIC TILE
OVER 5/8" DUROCK
8" OPENINGS TO
TOWEL CANS, TYP.
OF 2
15
A8.2
CHECK SET
24"X18" TILED ACCESS PANEL
FRAME , RUTK- NYSTORM
CAULK JOINTS, COLOR TO
MATCH ADJACENT GROUT
JOINTS, TYP.
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
OVER ACCESS PANEL
EQ
2'-3"
EQ
2'-6"
SLOPE
4 1/4 X 4 1/4
MATTE GLAZED
WALL W/ CONT.
CAULKING, TYP.
SLOPE
TYP. @ CABINET WALLS: 15 LB.
FELT (UNDER TILE) OVER 5/8"
DUROCK OVER 5/8" OVER 5/8"
WR GYP. BD. OVER 6" 20 GA MTL.
STUDS @ 16" O.C.
14
A8.2
4'-6" CLR.
DRAWING DESCRIPTION
CAULK JOINTS, COLOR TO
MATCH ADJACENT GROUT
JOINTS, TYP.
PET WASH DETAILS
24"X18" TILED ACCESS PANEL
FRAME , RUTK- NYSTORM
S.S. DBL. DOORS
PROVIDE BACKING
FROM FIN. FLOOR
UP TO PLATFORM
OVER 5/8" DUROCK
SEE 1/A0.2 FOR ADDITIONAL RESPONSIBILITY SCHEDULE FOR PET WASH.
3/4" = 1'-0"
SCALE
3" = 1'-0"
13
ACCESS PANEL DETAIL
-
7
PET WASH SYSTEM RESPONSIBILITY SCHEDULE
1
A8.2
McCall Design Group
UNDER SLAB
CONDUIT TO
NEAREST WALL OR
COLUMN
2'-0"
UNDER SLAB
CONDUIT TO
NEAREST WALL OR
COLUMN
tel 415.288.8150
fax 415.288.8181
STUB-UPS FOR
CASHWRAP POWER
AND DATA
iPAD STAND PROVIDED BY
PFE INSTALLED BY GC
2'-2"
3'-0 1/2"
8'-0"
(1) FOURPLEX OUTLET MTD
TO INSIDE FACE OF EACH
TOWER BY GC; CONNECT
TO J-BOX AND STUB-UP
BELOW
13'-2 1/2"
C
1/2" = 1'-0"
INDICATOR LIGHT
LOOSE DOG DOOR
OVER-RIDE SWITCH
GIFT CARD HOLDERS
MOUNTED ON EACH
SIDE OF CASHWRAP
IPAD HOLDER
EQ.
EQ.
2'-0"
EQ.
SIM. OPP.
HAND
3 1/4"
(2) FOURPLEX OUTLETS MTD
TO INSIDE FACE ON EACH
SIDE OF CASHWRAP BY
GC; CONNECT TO J-BOX
AND STUB-UP BELOW
GIFT CARD HOLDERS
MOUNTED ON EACH
SIDE OF CASHWRAP
EQ.
DATE
215022
2
FILE NUMBER:
CASHWRAP PLAN SECTION
PET FOOD EXPRESS
OXNARD, CA.
G
10'-0"
2'-0"
D
6'-0"
10'-0"
STUB-UPS FOR
CASHWRAP POWER
AND DATA
ISSUE
F
EQ.EQ.
B
10.09.15
CHECK SET
10'-0"
6'-0"
10'-0"
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
2'-0"
6'-0 1/2"
ACCESSIBLE COUNTER
2'-10"
2'-2"
3'-0 1/2"
DRAWING DESCRIPTION
8'-0"
CASHWRAP DETAILS
13'-2 1/2"
E
FIELD APPLIED
GALVANIZED BUMPER
A
SCALE
1/2" = 1'-0"
CASHWRAP ELEVATIONS AND SECTIONS
1/2" = 1'-0"
7
CASHWRAP COUNTER PLAN
1
A8.3
McCall Design Group
DATE
215022
FILE NUMBER:
PET FOOD EXPRESS
OXNARD, CA.
tel 415.288.8150
fax 415.288.8181
ISSUE
10.09.15
CHECK SET
1
10.15.15
PERMIT / LL
11.02.15
BID SET
SPECIAL INSPECTIONS REQUIRED
SEAL/SIGNATURE
9- ALL GONDOLAS MUST BE LEVELED WITH FLOOR PRIOR TO MERCHANDISING
DRAWING DESCRIPTION
RACKING DETAILS
SCALE
A8.4
McCall Design Group
tel 415.288.8150
fax 415.288.8181
WH-1
W
X
X
DOG ON
THE LOOSE P
BUTTON
WH-2
X
F
F
F
F
F
F
S
T
A
Z
F
F
C
V1
CENTERED ON
DOOR 4'-0" AFF
TO BOTTOM
V1
V2
V2
F
O
J
L
L
U
U
ON DOORS
-
GENERAL NOTES
DESCRIPTION
EMERGENCY EXIT ALARM WILL SOUND DOOR DECAL - 12' X 12' - DS
DOG DELI - 37.5" X 18.5" - CHALKBOARD - 2 PCS.
ABOUT US MICHAEL & MARK WOOD FRAME SIGN - 30" X 40"
DOG STUFF - 40" X 26" - CORRUGATED METAL / WOOD TRIM
CAT STUFF - 40" X 26" - CORRUGATED METAL / WOOD TRIM
GONDOLA TOPPER - 35.5" X 9" - CHALKBOARD / WOOD W/ CLEATS
G
OUR CUSTOMER CORK BOARD - 32" X 42" - WOOD BORDER / 3 MM
BLACK SINTRA TOPPER / CORK
3/A9.2
H
COMMUNITY NEWS BOARD - 32" X 42" - WOOD BORDER / 3MM
BLACK SINTRA TOPPER / CORK
4/A9.2
I
J
K
L
M
N
O
P
Q
Q1
R
S
T
U
V1
V2
W
X
Y
Z
WHAT'S HAPPENING SIDEWALK
HOUR SIGN
AWARDS DECAL
WATCH YOUR TAIL DECAL
EMPLOYEES ONLY SIGN
PFE HISTORY
CASH WRAP WELCOME TO PET FOOD EXPRESS CHALK BOARD
LOOSE DOG EMERGENCY! SIGN IN PET WASH AREA
CAT ADOPTION SIGN (SINGLE SIDED)
CAT ADOPTION SIGN (DOUBLE SIDED)
FREEZER WRAP
WEIGH YOUR PET CHALK BOARD
WEIGH YOUR PET INSTRUCTIONS
MY MUTT STAR CUT - WHITE SINTRA
LOW PRICE GUARANTEE SIGN - 8.5" X 11"
RETAIL POLICY SIGN - 8.5" X 11"
ABOUT THE PET WASH - 32" X 40" 3MM WHITE SINTRA
PET WASH INSTRUCTION - 24" X 30" 3MM WHITE SINTRA
NO LEAD SET - 40" X 40" 3MM WHITE SINTRA
NO LEAD SET - 15" X 22.5"
1/8" = 1'-0"
11
KEY
A
B
C
D
E
F
DETAIL
2/A9.2
1/A9.3
1/A9.3
1/A9.3
1/A9.3
2/A9.3
GRAPHICS PLAN
2
DATE
ISSUE
COMMENTS
10.09.15
CHECK SET
NOT USED AT THIS STORE
NO INSTALLATION REQUIRED
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
2/A9.2
2/A9.2
2/A9.2
2/A9.2
1/A9.2
5/A9.2
PROVIDED AND INSTALLED BY PFE
1/A9.2
1/A9.2
DRAWING DESCRIPTION
1/A9.2
1/A9.2
4/A9.2
4/A9.2
3/A9.2
1/A9.2
VERIFY LOCATION WITH PFE
VERIFY LOCATION WITH PFE
MERCHANDISING
SIGN PLAN
SCALE
-
LEGEND
215022
U
FILE NUMBER:
U
PET FOOD EXPRESS
OXNARD, CA.
Y
NO SCALE
10
KEY NOTES
1
A9.1
McCall Design Group
tel 415.288.8150
fax 415.288.8181
SIGN WILL ONLY WORK IF BUTTON
IS INSTALLED CORRECTLY AT
BOTTOM OF PLATE
6
FULL TILES
CLOSER
EQ.
EQ.
EQ.
EQ.
COMMUNITY
NEWS CORK
BOARD
Employees
Only
ABOUT THE
PET WASH
M EMPLOYEES
ONLY SIGN
EQ
TYP.
A EMERGENCY
EXIT SIGN
WATCH
YOUR TAIL
EQ
TYP.
J
HOUR SIGN
L
WATCH YOUR TAIL DECAL
H COMMUNITY NEWS CORK BOARD
1/2" = 1'-0"
8
DOOR MOUNTED SIGNAGE
2
BY-PRODUCTS
FILLERS
LEAD
ARTIFICIAL
COLORS or
FLAVORS
BY-PRODUCTS
FILLERS
LEAD
EQUAL SPACES AT ENDS
AND BETWEEN SIGNS
2'-6"
ARTIFICIAL
COLORS or
FLAVORS
ALIGN T.O. ALL 4 SIGNS
WITH T.O. COUNTER
INT'L SYMBOL OF
ACCESSIBILITY
BY GC.
DATE
215022
PETWASH SIGNAGE
FILE NUMBER:
14
1/2" = 1'-0"
PET FOOD EXPRESS
OXNARD, CA.
3" = 1'-0"
PETWASH SIGNAGE
WATCH
YOUR TAIL
HOURS
SIGN
W ABOUT THE PET WASH
X PET WASH INSTRUCTIONS
P LOOSE DOG BUTTON
EQ.
Emergency Exit
Alarm will Sound
4'-6"
6'-4 1/2"
EQ.
6'-4 1/2"
BUTTON & PLATE TO BE ORIENTED
W/ BUTTON AT BOTTOM
(INSTALLED BY DOOR
MANUFACTURER)
EQ.
4'-6"
PET WASH
INSTRUCTIONS
2
TILES
4'-0" AFF TO
CENTER LINE OF SSWITCH
EQ.
ALIGN T.O. SIGNS
AT 5'-0" AFF
DOOR
ISSUE
Z
NO LEAD SET
V1 LOW PRICE GUARANTEE SIGN
V2 RETAIL POLICY SIGN
10.09.15
CHECK SET
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
CENTER
CHALKBOARD
IN SPACE
WIDESPAN RACKING
UNITS
Y NO LEAD SET
DRAWING DESCRIPTION
MERCHANDISING
SIGN DETAILS
S WEIGH YOUR PET CHALKBOARD
T WEIGH YOUR PET INSTRUCTIONS
1/2" = 1'-0"
RACK MOUNTED SIGNAGE
CENTER
CHALKBOARD
IN SPACE
ALIGN T.O. SIGN
WITH T.O. COUNTER
NO LEAD SIGN SET
MOUNTED TO POSTER
FRAMES
SCALE
O WELCOME TO PET FOOD EXPRESS
CHALKBOARD
1/2" = 1'-0"
7
CASHWRAP MOUNTED SIGNAGE
1
A9.2
McCall Design Group
SIGN TOPPER SLIP ONTO
CLEATS MOUNTED ON
SIGN BACKING
BACK TO BACK CIRCULAR
CHARACTERS; ALWAYS
LOCATED ON RIGHT SIDE
OF SIGN FACING
CASHWRAP
tel 415.288.8150
fax 415.288.8181
9"
U-CHANNEL BOLTED TO
GONDOLA BY G.C.
8"
8"
2'-11 1/2"
CHERRY STAINED
WOOD SIGN BACKING
SIGN TOPPERS TO
STRADDLE GONDOLA
FRAMING - CENTER ON
GONDOLAS
NOTE: STAGGER LOCATIONS IN LONG
GONDOLA RUNS, SEE PLAN
INTERCHANGEABLE SIGN
FACES W/ CLEATS
PRE-INSTALLED ON BACK
F GONDOLA TOPPERS
PFE PROVIDED CHERRY
STAINED WOOD SIGN
BACKING FOR SIGN
FACES - PREINSTALLED W/
CLEATS
1" = 1'-0"
GONDOLA TOPPER SIGN
3
METAL U CHANNEL (2 PER
SIGN) PROVIDED BY PFE
AND INSTALLED BY G.C.
3'-4"
E CAT STUFF HANGING SIGN
1/4" DIAMETER HOLES FOR
MOUNTING
D DOG STUFF HANGING SIGN
215022
1/4" DIAMETER HOLES FOR
MOUNTING
PET FOOD EXPRESS
OXNARD, CA.
7'-0" AFF TO
B.O .SIGN
7'-0" AFF TO
B.O .SIGN
F GONDOLA TOPPER
SECTION (TYP. OF ALL SIGNS
FILE NUMBER:
2'-2"
2'-2"
BOLT THROUGH TOP OF
LOZIER CENTER FRAMING
(LOCATIONS ON PLANS;
BOLT PROVIDED BY G.C.)
6" = 1'-0"
GONDOLA TOPPER SECTION
8
DATE
EYE BOLTS PROVIDED
AND INSTALLED BY G.C.
3" WILD CHERRY FRAME;
SIGN PROVIDED BY PFE /
INSTALLED BY GC
10.09.15
CHECK SET
2 SIDED SIGN; HOLES TO BE
DRILLED BY G.C. ON SITE
3'-1 1/2"
10.15.15
PERMIT / LL
11.02.15
BID SET
SEAL/SIGNATURE
Buy 3....
get the 4th FREE
TOP OF DOG DELI FIXTURE
CENTER SIGN OVER DOG DELI
FIXTURE PARALLEL W/ LENGTH
OF FIXTURE
7'-0" AFF TO
CENTER LINE OF SIGN
1'-6 1/2"
2'-6"
NOTE: ALL CEILING HUNG SIGNS SHALL
BE HUNG A MINIMUM OF 18" BELOW
SPRINKLER DEFLECTORS
If we won't feed it to our pets, we won't feed it to yours.
8'-0" AFF TO
B.O .SIGN
3'-4"
ISSUE
DRAWING DESCRIPTION
MERCHANDISING
SIGN DETAILS
NOTE: HANG INSIDE OF CASHWRAP LIGHTING
SCALE
C ABOUT US M&M SIGN
B DOG DELI HANGING SIGN
1" = 1'-0"
CEILING HUNG SIGNAGE
1
A9.3

THE COLLECTION AT RIVERPARK 656 TOWN CENTER DR

Transcription

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