Agenda packet — Gardena City Council, November 8, 2022 (part 4 of 5)

Construction and Inspection Guide
Construction Inspections
Once a building permit has been issued , inspections for the work are required. This process helps assure that the work is being done according to building code safety and seismic standards. You or your contractor must request an inspection when the work has progressed to any of the required inspection points indicated on your permit. Do not cover anything before it is inspected.

To request INSPECTION BY PHONE, please call the Building & Safety Department at (310) 217-9510. Any request for an inspection must be made at least 24 hours in advance. Inspections are available in the morning or in the afternoon. A morning inspection will occur between the hours of 9:00 a.m. and 12:00 p.m . An afternoon inspection will occur between the hours of 1:00 p.m. and 4:00 p.m. When calling to request an inspection, please provide the following information:

1. Name and telephone number where you can be reached between 8 a.m. and 5 p.m.

2. Address of the job

3. Permit number

4. Type of inspection needed

5. Date and time preferred
Construction Debris and Other Building Materials Removal Waste Resource of Gardena (WRG) is the only authorized hauler for construction/demolition/grading projects in the City of Gardena. Using any other hauler for any construction related project listed above will result in legal action and fines. WRG's customer service number is (310) 366-7600.

Construction Hours
All construction related activity is restricted to the hours of 7:00 a.m to 6 :00 p.m., Monday through Friday, and 9:00 a.m. to 6:00 p.m. on Saturday. No construction act ivity is permitted on Sundays or any of the following legally observed holidays: Memorial Day, Fourth of July, Labor Day, Thanksgiving, Christmas Day and New Year's Day.

Construction Site Signage
Prior to the beginning of grading, demolition, or construction activity, at least one 12"X18" weatherproof sign must be posted on each street frontage of the project site a t a location acceptable to the Building Inspector that displays the working hours and the name and emergency phone number of the contractor.

Construction Site Security
All construction sites are required to be secured from unauthorized access with an eight foot (8') chain link fence covered with a windscreen.

Best Practices for Construction Activities:

1. All persons working at the site should obtain, read , and understand the Best Management Practices pamphlet for the type(s) of construction being done.

2. Stockpiles of soil, demolition debris, cement, sand, top soil, etc. must be covered with waterproof material or bermed to prevent being washed off site.

Page 2 ends

3. Fuels, oils, paints, solvents, and other liquid materials must be kept inside bermed areas. Spills must not be washed to the street.

4. Waste concrete cannot be washed into street, storm drain catch basins, or public right -of-way. All dust and slurry from concrete cutting must be removed using a wet -dry vacuum or equivalent.

5. Trash and other construction solid wastes must be placed in a covere d trash receptacle.

6. Eroded soil from disturbed slopes must be contained using berms, silt fences, setting basins, or good erosion management practices such as reseeding.

7. Wash water from cleaning construction vehicles and equipment must be kept on -site within a containment area.

Construction and
Demolition
Diversion Program
City of Gardena
Community Development Department
1700 W. 162nd Street
Gardena, CA 90247
1 In 2003, the City of Gardena (City) adopted a diversion program for construction and demo- lition wastes. The purpose of the program is to provide an incentive to encourage the diver- sion (recycling or reuse) of specific materials that represent a large percentage of the City’s overall municipal waste stream. Any contractor or builder that applies for a building permit is required to remit a diversion deposit in an amount set by resolution of the City Council (exceptions do exist, and are described below). The deposit is fully refundable if at least 65% of all wastes generated during construction and demolition are diverted from landfills, and appropriate documentation is provided to the City. This booklet will guide you through this process, and explain the amount of the deposit, the mechanism for refund, and the docu- mentation required. There are four easy steps to follow to assure compliance with the pro- gram, and to ultimately save you money through reduced waste disposal cost.

Step DETERMINE APPLICABILITY & COMPLETE FORM CD-1
Determine Applicability — Unless specifically exempted, each person (applicant) who ap- plies for a building or demolition permit must fulfill the requirements of the construction and demolition program described in this package.

See next page for CALGreen Construction Waste Reduction Requirements and Applications.

Form CD -1—Unless exempt, an applicant is required to prepare a Waste Management and Recycling Plan by completing Form CD -1 (Form CD -1 is included in this booklet). On this form, the applicant will estimate the amount of waste they expect to generate through their construction and/or demolition project. Waste materials include, but are not limited to, soil, wood, wallboard, concrete, and mixed trash. As part of the waste management and recycling plan, the applicant should decide how they intend to assure that at least 65% of the waste that the project will generate, will be diverted from landfill. Wood, concrete, asphalt, metal, glass, drywall, ceramic, brick, and many other materials are all readily recyclable (or reusable if segregated properly). Please note that submittal and approval of an accurate and complete waste management and recycling plan is a precondition to issuance of any building permit.

Submit your completed Form CD -1 to the City with your completed building permit applica- tion.

Occupancy
2016 CALGreen State Code Requirements and Applications
Effective 1/1/2017
Non–Residential Compli-
ance Methods (5.408)
≥ 65% C&D Waste Diversion of non-hazardous materials are required to sub- mit a construction waste management plan (5.408.1.1) and utilize a City ap- proved waste management company (5.408.1.2)
New Construction All newly constructed buildings.

Demolition 100% of all concrete and dirt . — 65% of all non-hazardous materials.

Addition (301.3) All structures 1000 sq ft or more.

Alterations (301.3) All structures $200,000 or more.

Tier 1 (Voluntary)
(A5.408.3.1) ≥ 80% Construction Waste Diversion
Tier 2 (Voluntary )
(A5.408.3.1.1) ≥ 95% Construction Waste Diversion

Residential Compliance
Methods (4.408)
≥ 65% C&D Waste Diversion and may be required to submit a construction waste management plan (4.408.2) and utilize a City approved waste manage- ment company (4.408.3)
Low-Rise-3 stories or less
(4.408.4) ≥ 65% C&D Waste Diversion
High-Rise-4 stories or more
(4.408.4.1) All permitted structures.

New Construction All permitted structures
Demolition 100% of all concrete and dirt. - 65% of all non-hazardous materials.

Additions (301.1) All permitted structures.

Alterations (301.1) All permitted structures.

Tier 1 (Voluntary)
(A4.408.1) ≥ 80% C&D Waste Diversion
Tier 2 (Voluntary) ≥ 95% C&D Waste Diversion

The following table contains the 2016 CALGreen Construction Waste Reduction Requirements:
2 Step

PAY YOUR DIVERSION DEPOSIT &

YOUR ADMINISTRATIVE FEE
Diversion Deposit — Unless specifically exempted by one of the project types listed un- der step 1, each person (applicant) who applies for a building and/or demolition permit shall post a cash deposit in an amount as specified in the table above, but will not exceed $15,000.

The diversion deposit will be refunded in full upon proof that at least 65% of the project waste was recycled and/or diverted . Waste Resource Management (WRG) is the only au- thorized hauler for the City of Gardena. You can contact them at 310 -366-7600. Failure to use WRG will result in denial of deposit refund.

Administrative Fee — In addition to the diversion deposit, an administrative fee must al- so be paid to the City. The fee will compensate the City for all expenses incurred in admin- istering the construction and demolition program, including site inspections, document re- view, and processing. The administrative fee is non -refundable and is calculated based on one percent (1%) of the dollar value of a project, but not to exceed $5,000. If your project is exempt, there is no administrative fee.

Deposit and administrative fee payments can be made in the form of cash, check, cashier’s check, money order, or credit card (VISA, Mastercard, or Discover Card). Payments should be made to the City of Gardena.

Make your payments when you submit your completed Form CD-1 and building permit ap- plication. If desired, a single payment can be issued to the City for both the diversion de- posit and the administrative fee.

Project Value Deposit Amount
> $50,000—$99,999 $5,000
$100,000—$249,999 $7,500
$250,000—$499,999 $10,000
$500,000 + $15,000
3 Step

DIVERT C&D WASTES

THROUGH RECYCLING OR REUSE
It is the responsibility of every owner, general contractor, subcontractor, and developer to divert the maximum amount of salvageable and reusable materials away from landfilling.

Materials diverted prior to demolition and during and after construction are equally eligible for diversion “credit.” “Divert” or “diversion” means a reduction in the amount of waste being disposed in landfills by any of the following methods: use of new construction methods that reduce the amount of waste generated, onsite reuse of waste, job site separation and deliv- ery to a recycling facility, delivery of mixed but clean materials to an approved materials re- covery facility, and other methods as approved in advance by the City. All waste diversion methods that qualify for a refund of the diversion deposit are subject to restrictions and documentation requirements set forth in the City’s Municipal Code.

Be sure to keep all weight receipts issued by any recycling facility and maintain records or logs of the volume and weight of materials reused on the job site.

To help you make decision about waste management and recycling, the City has prepared a separate booklet entitled “Recycling Practices for Construction and Demolition Projects” de- scribing methods of diversion, local outlets for materials, and hints about best management practices for recycling and reuse.

The City will monitor and evaluate each construction and demolition project to gauge the project and progress toward the diversion requirements.

4 Step

APPLY FOR DEPOSIT REFUND
At the completion, and prior to, the final inspection and issuance of any certificate of occu- pancy of the demolition and/or construction project, the applicant shall submit documents to the Building and Safety Department, which proves compliance with the diversion re- quirements of this program. The documentation shall consist of:

1. A completed Form CD -2, “Recycling and Reuse Summary Report,” summarizing the weight data of materials diverted and disposed (Form CD -2 is included in this booklet).

2. Originals or photocopies of receipts, weight tickets, or other records of measure- ment from recycling facilities, salvage companies, deconstruction contractors, waste haulers, processors, transfer stations, and landfills.

A properly completed “Recycling and Reuse Summary Report”, and all receipts, must be submitted to the City at least five day prior to a request for final inspection and issuance of a certificate of occupancy.

Deposits will not be refunded to applicants who do not meet the timely reporting require- ments of the Municipal Code. Also, failure to conform to the diversion requirements could affect approval of future permits. A deposit refund will be issued for any project where a building permit was withdrawn or cancelled before any work was begun.

What is a “green” building, and why should I care?

A green building is a sustainable building; that is, a structure designed, built, operated and reused in a resource efficient manner. Of the total expenditures owner may make over the course of the building’s service lifetime, the design and construction cost (the so-called first costs) will account for 5 to 10% of the total life cycle cost. In contrast, operations and maintenance cost will account for 60 to 80% of the total life cycle cost.

Some easy tips: 1) minimize wastewater by using ultra low-flush toilets, and incorporate hot water re-circulating systems, and self-closing nozzles on hoses; 2) reuse and recycle C&D waste onsite such as inert wastes for base material for a parking lot; 3) protect and retain ex- isting landscaping; and 4) take advantage of natural features including the use of plants that have low water and pesticide needs, and generate minimum plant trimmings.

Revised January 1, 2017

Stantec Project Number:

The professional's seal on the cover sheet represents that the information on the cover sheet is accurate in designer's professional opinion but does not assume professional responsibility for documents sealed by others that are referenced on the cover sheet.

All professionals sealing drawings as a part of the design are professionally responsible for their own sealed documents. 13999 S. Western Ave. Gardena, CA 90249

ISSUE FOR BID
Gardena Transit Administration and
Operations Building - Dispatch Suite Remodel
2014226901

VICINITY MAP

DESIGN TEAM
STANTEC:
• ARCHITECT:

PATRICK MARTIN McKELVEY
(213) 955-9775
[email protected]
801 S. FIGUEROA, SUITE 300, LOS ANGELES CA 90017
• STRUCTURAL ENGINEER:

YU-NING CHEN
(415) 281-5428
[email protected]
100 CALIFORNIA STREET SUITE 1000, SAN FRANCISCO CA 94111 • MECHANICAL ENGINEER:

SEVAK GALSTYAN
(213) 269-4191
[email protected]
801 S. FIGUEROA, SUITE 300, LOS ANGELES CA 90017
• ELECTRICAL ENGINEER:

PAUL K. ERICSON
(858) 622-2743
[email protected]
9797 AERO DRIVE, SUITE 310, SAN DIEGO CA 92123
• ICT ENGINEER:

JOHN HYSLER
(858) 622-2731
[email protected]
9797 AERO DRIVE, SUITE 310, SAN DIEGO CA 92123

SHEET INDEX
SHEET

NUMBER SHEET NAME

ELECTRICAL
E-001 SYMBOLS AND ABBREVIATIONS, ELECTRICAL SHEET IN DEX E-002 TITLE 24 COMPLIANCE FORMS
E-003 TITLE 24 COMPLIANCE FORMS
E-101 POWER GROUND FLOOR PLAN
E-201 LIGHTING GROUND FLOOR PLAN
E-501 LIGHTING FIXTURE SCHEDULE AND DETAILS
E-601 SINGLE LINE DIAGRAM - NORMAL
E-602 SINGLE LINE DIAGRAM - EMERGENCY
E-701 PANEL SCHEDULES
E-702 PANEL SCHEDULES
ED-101 DEMOLITION POWER GROUND FLOOR PLAN
ED-201 DEMOLITION LIGHTING GROUND FLOOR PLAN

TELECOM
T-000 SYMBOL AND ABBREVIATIONS
T-001 TELECOM SPECIFICATION
T-002 TELECOM SPECIFICATION
T-003 TELECOM SPECIFICATION
T-004 TELECOM CABLING ROUGH-IN SCHEDULES
T-101 TELECOM GROUND FLOOR PLAN
T-401 TELECOM ENLARGED PLAN
T-501 TELECOM DETAILS
T-502 TELECOM DETAILS
T-601 TELECOM SINGLE LINE DIAGRAM
TD-101 TELECOM DEMOLITION PLAN

SHEET INDEX
SHEET

NUMBER SHEET NAME

GENERAL
G-000 COVER
G-001 CODE - LIFE SAFETY EGRESS
G-002 GREEN BUILDING CHECKLIST
G-101 TYPICAL MOUNTING HEIGHTS & ACCESSIBILITY DETAI LS

DEMOLITION
AD-01 DEMOLITION PLANS

STRUCTURAL
S-001 GENERAL NOTES
S-201 PARTIAL (E) ROOF FRAMING PLAN
S-701 EQUIPMENT ANCHORAGE

ARCHITECTURE
A-001 ABBREVIATIONS & ARCHITECTURAL GENERAL NOTES
A-100 SITE PLAN (AREA OF WORK)
A-101 FLOOR PLAN - RCP - ROOF PLAN
A-201 ENLARGED PLANS & ELEVATIONS
A-501 INTERIOR DETAILS
A-600 METAL STUD FRAMING DETAILS
A-601 PARTITION TYPES & CEILING DETAILS
A-602 CEILING DETAILS
A-611 DOOR & WINDOW SCHEDULE
A-621 DOOR & WINDOW DETAILS
A-701 FINISH PLAN & FINISH SCHEDULE
A-901 FURNITURE PLAN - FOR REFERENCE ONLY

MECHANICAL
M-001 GENERAL NOTES, SYMBOLS AND LEGENDS
M-002 GENERAL NOTES, SYMBOLS AND LEGENDS
M-003 MECHANICAL SPECIFICATIONS
M-004 MECHANICAL SPECIFICATIONS
M-005 MECHANICAL SPECIFICATIONS
M-006 MECHANICAL TITLE 24
M-200 MECHANICAL ZONING PLAN
M-201 MECHANICAL FLOOR PLANS - NEW CONSTRUCTION
M-202 MECHANICAL HOT WATER PIPING PLAN
M-601 MECHANICAL DETAILS
M-602 MECHANICAL DETAILS
M-701 MECHANICAL CONTROL DIAGRAM
M-702 MECHANICAL CONTROL DIAGRAM
MD201 MECHANICAL FLOOR PLANS - DEMOLITION

DEFERRED SUBMITTALS

1. FIRE ALARM SYSTEM MODIFICATIONS

2. FIRE SPRINKLER SYSTEM MODIFICATIONS

3. MECHANICAL EQUIPMENT SEISMIC CONTROLS, FRAMING AND SUPPORTS

PROJECT DESCRIPTION

THIS PROJECT IS REMODELING OF THE DISPATCH SUITE AND SUPERVISORS OFFICE, INCLUDING THE ADDITION OF A KITCHENETTE, AND A SMALL ‘INTERVIEW ’ CONFERENCE ROOM. PROPOSED WORK ALSO INCLUDES REPLACEMENT OF THE

EXISTING HVAC UNIT THAT SERVES THE DISPATCH SUITE AREA, AND MODI FICATIONS

TO THE ELECTRICAL RECEPTACLES/LIGHTING ASSOCIATED WITH NEW DISPA TCH SUITE DESIGN AND POWER FOR AFOREMENTIONED HVAC UNIT.
1 1
1 1

SHEET INDEX
SHEET

NUMBER SHEET NAME

SHEET INDEX
SHEET

NUMBER SHEET NAME

GENERAL
G-000 COVER
G-001 CODE - LIFE SAFETY EGRESS
G-002 GREEN BUILDING CHECKLIST
G-101 TYPICAL MOUNTING HEIGHTS & ACCESSIBILITY DETAI LS

DEMOLITION
AD-01 DEMOLITION PLANS

STRUCTURAL
S-001 GENERAL NOTES
S-201 PARTIAL (E) ROOF FRAMING PLAN
S-701 EQUIPMENT ANCHORAGE

SHEET INDEX
SHEET

NUMBER SHEET NAME

SHEET INDEX
SHEET

NUMBER SHEET NAME

GENERAL
G-000 COVER
G-001 CODE - LIFE SAFETY EGRESS
G-002 GREEN BUILDING CHECKLIST
G-101 TYPICAL MOUNTING HEIGHTS & ACCESSIBILITY DETAI LS

DEMOLITION
AD-01 DEMOLITION PLANS

STRUCTURAL
S-001 GENERAL NOTES
S-201 PARTIAL (E) ROOF FRAMING PLAN
S-701 EQUIPMENT ANCHORAGE

ED-101 DEMOLITION POWER GROUND FLOOR PLAN
ED-201 DEMOLITION LIGHTING GROUND FLOOR PLAN

E-101 POWER GROUND FLOOR PLAN
E-201 LIGHTING GROUND FLOOR PLAN
E-501 LIGHTING FIXTURE SCHEDULE AND DETAILS
E-601 SINGLE LINE DIAGRAM - NORMAL
E-602 SINGLE LINE DIAGRAM - EMERGENCY
E-701 PANEL SCHEDULES
E-702 PANEL SCHEDULES

TD-101 TELECOM DEMOLITION PLAN

T-101 TELECOM GROUND FLOOR PLAN
T-401 TELECOM ENLARGED PLAN
T-501 TELECOM DETAILS
T-502 TELECOM DETAILS
T-601 TELECOM SINGLE LINE DIAGRAM

MD201 MECHANICAL FLOOR PLANS - DEMOLITION
M-200 MECHANICAL ZONING PLAN
M-201 MECHANICAL FLOOR PLANS - NEW CONSTRUCTION
M-202 MECHANICAL HOT WATER PIPING PLAN
M-601 MECHANICAL DETAILS
M-602 MECHANICAL DETAILS
M-701 MECHANICAL CONTROL DIAGRAM
M-702 MECHANICAL CONTROL DIAGRAM
05/20/2022

ISSUE FOR BID

NOT FOR CONSTRUCTION
2 A
C
B
1 D

SUPERVISORS
420 SF
150 OLF
3 OCC

INTERVIEW
90 SF
15 OLF
6 OCC

PARA TRANSIT
83 SF
150 OLF
1 OCC

STANDBY
195 SF
15 OLF
13 OCC

DISPATCH
290 SF
150 OLF
2 OCC

VESTIBULE
130 SF
150 OLF
1 OCC
7 7
12 1
6 3
E
106
120
10 AREA OF WORK
3B
3A
2 4A
4B
7 5B
20 1' - 5"
1' - 7"
1 1' - 4"
A3 - ASSEMBLY - UNCONCENTRATED (TABLES & CHAIRS), OLF=15 B - BUSINESS AREAS, OLF=150
SITE ADDRESS:

GARDENA TRANSIT (GTRANS)

CODES IN EFFECT
CALIFORNIA BUILDING CODE, 2019 EDITION
CALIFORNIA PLUMBING CODE, 2019EDITION
CALIFORNIA MECHANICAL CODE, 2019 EDITION
CALIFORNIA ELECTRICAL CODE, 2016 EDITION
CALIFORNIA ENERGY CONSERVATION CODE, 2019 EDITION
CALIFORNIA FIRE CODE, 2019 EDITION
CALIFORNIA GREEN BUILDING STANDARDS CODE, 2019 EDITION
ICC/ANSI A117.1 -2003 AMERICAN NATIONAL STANDARD
OWNER:
13999 S. WESTERN AVE. GARDENA, CA 90249
AUTHORITY HAVING JURISDICTION:

CITY OF GARDENA, BUILDING & SAFETY DEPARTMENT

GENERAL CODE INFORMATION

BUILDING TYPE

OFFICE BUILDING

BUILDING OCCUPANCY

OFFICE, OCCUPANCY GROUP B
CONFERENCE ROOMS. OCCUPANCY GROUP A -3

CONSTRUCTION TYPE

TYPE V -B CONSTRUCTION (NONRATED)

FIRE PROTECTION

AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT

FIRE RESISTIVE REQUIREMENTS BASED ON CONSTRUCTION TYPE

1. EXTERIOR BEARING WALLS: NO REQUIREMENT

2. INTERIOR BEARING WALLS: NO REQUIREMENT

3. EXTERIOR NON -BEARING WALLS: NO REQUIREMENT

4. STRUCTURAL FRAME: NO REQUIREMENT

5. PERMANENT PARTITIONS: NO REQUIREMENT

6. SHAFT ENCLOSURES: ONE HOUR AS OCCURS

7. FLOORS AND FLOOR -CEILING: NO REQUIREMENT

8. ROOFS AND ROOF -CEILINGS: NO REQUIREMENT

EXITING REQUIREMENTS
MAX TRAVEL DISTANCE: 250 FEET
CORRIDOR: CBC 1005.1 NONRATED, 44" MIN
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

ORIGINAL SHEET - ANSI D
stn_arch_201422690.rvt
Title
Issued/Revision By Appd YYYY.MM.DD
Client/Project Logo Notes
1 2 3 4 5
A
B
C
Permit/Seal Consultant
YYYY.MM.DD Dsgn. Chkd. Dwn.

Revision
Project No. Scale
Drawing No.

ISSUE FOR BID
As indicated
1 Gardena Transit Administration and
Operations Building - Dispatch Suite
Remodel
The City of Gardena GTrans
13999 S. Western Ave. Gardena, CA 90249

CODE - LIFE SAFETY EGRESS
Stantec Architecture Inc.
801 S. Figueroa St., Suite 300
Los Angeles, CA 90017
Tel: (213) 955-9775 • www.stantec.com
BKZ WT BKZ 2022.07.06
2014226901
G-001
1/8" = 1'-0" G-001
1 GROUND FLOOR CODE ANALYSIS PLAN
1/8" = 1'-0"

OCCUPANCY
1 Plan Check Revisions BZ PM 05/20/22
05/20/2022

ISSUE FOR BID

NOT FOR CONSTRUCTION
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

ORIGINAL SHEET - ANSI D
stn_arch_201422690.rvt
Title
Issued/Revision By Appd YYYY.MM.DD
Client/Project Logo Notes
1 2 3 4 5
A
B
C
Permit/Seal Consultant
YYYY.MM.DD Dsgn. Chkd. Dwn.

Revision
Project No. Scale
Drawing No.

ISSUE FOR BID
Gardena Transit Administration and
Operations Building - Dispatch Suite
Remodel
The City of Gardena GTrans
13999 S. Western Ave. Gardena, CA 90249

GREEN BUILDING CHECKLIST
Stantec Architecture Inc.
801 S. Figueroa St., Suite 300
Los Angeles, CA 90017
Tel: (213) 955-9775 • www.stantec.com
BKZ WT BKZ 2022.07.06
2014226901
G-002
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES

SECTION MEASURE REQUIREMENTS SHEET

REFERENCE

5.106.1

5.106.4

5.106.5.2

5.106.5.3

5.106.8

5.106.10

5.303.1

5.303.3

5.303.4

5.304.2

5.304.3

5.304.4

5.304.5

5.407

5.407.2.1

5.407.2.2

5.408.1

5.408.2

5.408.3

5.410.1

5.410.2

STORM WATER

POLLUTION

PREVENTION

BICYCLE PARKING

DESIGNATED PARKING

FOR CLEAN AIR

VEHICLES

ELECTRICAL VEHICLE
(EV) CHARGING

LIGHT POLLUTION

REDUCTION

GRADING AND PAVING

WATER METERS

WATER CONSERVING

PLUMBING FIXTURES

FOOD WASTE

DISPOSERS

OUTDOOR WATER USE

GRAYWATER/

RAINWATER

WEATHER

PROTECTION

MOISTURE CONTROL

CONSTRUCTION

WASTE MANAGEMENT

UNIVERSAL WASTE

EXCAVATED SOIL AND

LAND CLEARING
DEBRIS

RECYCLING

COMMISSIONING

NEWLY CONSTRUCTED PROJECTS AND ADDITIONS WHICH DISTURB LESS THAN ONE ACRE OF

LAND SHALL PREVENT THE POLLUTION OF STORMWATER RUNOFF FROM THE CONSTRUCTION ACTIVITIES THROUGH ONE OR MORE OF THE FOLLOWING MEA SURES.

5.106.1.1 LOCAL ORDINANCE

5.106.1.2 BEST MANAGEMENT PRACTICES (BMP)

5.106.4.1.1 SHORT TERM BICYCLE PARKING. IF THE NEW PROJECT OR AN ADDITION OR

ALTERATION IS ANTICIPATED TO GENERATE VISITOR TRAFF IC, PROVIDE P ERMANENTLY ANCHORED BICYCLE RACKS WITHIN 200 FEET OF THE VISITORS' ENTRANCE , READILY VISIBLE TO PASSERS -BY, FOR 5 PERCENT OF NEW VISITOR MOTORIZED VEHICLE PA RKING SPACES BEING ADDED, WITH A MINIMUM OF ONE TWO -BIKE CAPACITY RACK.

EXCEPTION: ADDITIONS OR ALTERATIONS WHICH ADD NINE OR LESS VEHICULAR PARKI NG SPACES.

5.106.4.1.2 LONG TERM BICYCLE PARKING. FOR NEW BUILDINGS WITH 10 OR MORE OCCUPANTS OR FOR ADDITIONS OR ALTERATIONS THAT ADD 10 OR MORE TE NANT VEHICULAR SPACES, PROVIDE SECURE BICYCLE PARKING FOR 5 PERCENT O F THE TENANT VEHICULAR PARKING SPACES BEING ADDED, WITH A MINIMUM OF ONE SPAC E. ACCEPTABLE

PARKING FACILITIES SHALL BE CONVENIENT FROM THE STREET AND SHALL MEET ONE OF THE FOLLOWING: 1. COVERED LOCKABLE ENCLOSURES WITH PERMANENTLY A NCHORED RACKS FOR BICYCLES; 2. LOCKABLE BICYCLE ROOMS WITH PERMANENTLY A NCHORED RACKS; OR 3. LOCKABLE, PERMANENTLY ANCHORED BICYCLE LOCKERS.

IN NEW PROJECTS OR ADDITIONS OR ALTERATIONS THAT ADD 10 OR MORE VEHICULAR

PARKING SPACES, PROVIDE DESIGNATED PARKING FOR ANY COMBINATION O F LOW - EMITTING, FUEL EFFICIENT, AND CARPOOL / VAN POOL VE HICLES PER TA BLE 5.106.5.2.

CONSTRUCTION FACILITATING FUTURE INSTALLATION OF ELECTRICAL VEHI CLE SUPPLY EQUIPMENT (EVSE).

OUTDOOR LIGHT FIXTURES REQUIREMENTS.

CONSTRUCTION PLANS SHALL INDICATE HOW SITE GRADING OR A DRAINAGE SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS TO KEEP WATER FROM ENTERING BUILD INGS.

SEPARATE SUBMETERS OR METERING DEVICES SHALL BE INSTALLED FOR TH E USES DESCRIBED IN SECTIONS 5.303.1.1 AND 5.393.1.2.

PLUMBING FIXTURES (WATER CLOSETS, URINALS, FAUCETS) SHALL COMPLY WITH NOTED EFFICIENCY REQUIREMENTS.

DISPOSERS SHALL MODULATE THE USE OF WATER OR AUTOMATICALLY SHUT OFF AFTER NO MORE THAN 10 MINUTES OF INACTIVITY.

OUTDOOR WATER USE IN LANDSCAPE AREAS EQUAL TO OR GREATER THAN 50 0 SQUARE FEET MUST MEET ONE OF TWO NAMED ORDINANCES.

OUTDOOR WATER USE IN REHABILITATED LANDSCAPE PROJECTS EQUAL TO O R GREATER THAN 2,500 SQUARE FEET MUST MEET ONE OF TWO NAMED ORDINANCES.

OUTDOOR WATER USE IN A PROJECT WITH 2,500 SQUARE FEET OR LESS OF LANDSCAPE AREA MUST COMPLY WITH THE PERFORMANCE OR PRESCRIPTIVE MWELO REQU IREMENTS.

GRAYWATER OR RAINWATER USE IN LANDSCAPE AREAS. FOR PROJECTS USI NG TREATED

OR UNTREATED GRAYWATER OR RAINWATER CAPTURED ON SITE, ANY LOT OR PARCEL WITHIN THE PROJECT THAT HAS LESS THAN 2,500 SQUARE FEET OF LANDS CAPE AND MEETS

THE LOT OR PARCEL'S LANDSCAPE WATER REQUIREMENT (ESTIMATED TOTAL WATER USE)

ENTIRELY WITH TREATED OR UNTREATED GRAYWATER OR THROUGH STORED R AINWATER CAPTURED ON SITE IS SUBJECT ONLY TO APPENDIX D SECTION (5).

PROVIDE A WEATHER -RESISTANT EXTERIOR WALL AND FOUNDATION ENVELOP E AS REQUIRED BY CBC SECTION 1403.2 (WEATHER PROTECTION) AND CALIFORN IA ENERGY CODE SECTION 150 (MANDATORY FEATURES AND DEVICES), MANUFACTURER'S INS TALLATION INSTRUCTIONS, OR LOCAL ORDINANCE, WHICHEVER IS MORE STRINGENT.

SPRINKLERS. DESIGN AND MAINTAIN IRRIGATION SYSTEMS TO PREVENT S PRAY ON STRUCTURES.

ENTRIES AND OPENINGS. DESIGN EXTERIOR ENTRIES SUBJECT TO FOOT T RAFFIC OR WIND - DRIVEN RAIN TO PREVENT WATER INTRUSION A 4 FOOT DEEP AWNING OR O VERHANG.

ALSO, INSTALL FLASHINGS INTEGRATED WITH THE DRAINAGE PLANE.

RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE PER AN APPROVED (1) CONSTRUCTI ON WASTE MANAGEMENT PLAN, (2) WASTE MANAGEMENT COMPANY, OR (3) WASTE STRE AM REDUCTION ALTERNATIVE. COMPLIANCE WITH A LOCAL CONSTRUCTION AND DEMOLITIO N WASTE MANAGEMENT ORDINANCE IS ALSO ACCEPTABLE, IF MORE STRINGENT. DOC UMENTATION MUST COMPLY WITH SECTION 5.408.1.4.

ADDITIONS AND ALTERATIONS SHALL REQUIRE VERIFICATION THAT UNIVER SAL WASTE

ITEMS SUCH AS FLUORESCENT LAMPS AND BALLAST AND MERCURY CONTAINI NG

THERMOSTATS AS WELL AS OTHER CALIFORNIA PROHIBITED UNIVERSAL WAS TE MATERIALS ARE DISPOSED OF PROPERLY AND ARE DIVERTED FROM LANDFILLS. 100 PERCENT OF TREES, STUMPS, ROCKS AND ASSOCIATED VEGETATION AN D SOILS

RESULTING FROM LAND CLEARING SHALL BE REUSED OR RECYCLED, UNLESS CONTAMINATED BY DISEASE OR PEST INFESTATION.

RECYCLING BY OCCUPANTS. PROVIDE READILY ACCESSIBLE AREAS SERVIN G THE ENTIRE

BUILDING, MEETING LISTED REQUIREMENTS OR COMPLYING WITH THE LOCA L ORDINANCE IF MORE RESTRICTIVE. FOR ADDITIONS WITH AN INCREASE OF 30 PERCENT OR MORE IN FLOOR AREA, PROVIDE RECYCLING ON SITE.

COMMISSIONING IS REQUIRED FOR NEW BUILDINGS 10,000 SQUARE FEET AND OVER.

SECTION MEASURE REQUIREMENTS SHEET

REFERENCE

5.504 POLLUTANT CONTROL 5.404.4.1 ADHESIVES, SEALANTS AND CAULKS. THESE SHALL MEET THE STATED REQUIREMENTS. ARCH 50 50
150
100
60 50
65 50
50 50
70 100
250
50 TABLE 5.504.4.1 - ADHESIVE VOC LIMIT 1,2
Less Water and Less Exempt Compounds in Grams per Liter

CURRENT VOC LIMIT

INDOOR CARPET ADHESIVES

CARPET PAD ADHESIVES

OUTDOOR CARPET ADHESIVES

WOOD FLOORING ADHESIVES

RUBBER FLOOR ADHESIVES

SUBFLOOR ADHESIVES

CERAMIC TILE ADHESIVES

VCT & ASPHALT TILE ADHESIVES

DRYWALL & PANEL ADHESIVES

COVE BASE ADHESIVES

MULTIPURPOSE CONSTRUCTION ADHESIVES

STRUCTURAL GLAZING ADHESIVES

SINGLY -PLY ROOF MEMBRANE ADHESIVES

OTHER ADHESIVES NOT SPECIFICALLY LISTED

ARCHITECTURAL APPLICATIONS

PVC WELDING

CPVC WELDING

ABS WELDING

PLASTIC CEMENT WELDING

ADHESIVE PRIMER FOR PLASTIC

CONTACT ADHESIVE

SPECIAL PURPOSE CONTACT ADHESIVE

STRUCTURAL WOOD MEMBER ADHESIVE

TOP & TRIM ADHESIVE
510
490
325
250
550
80 250
140
250

SPECIALTY APPLICATIONS

SUBSTRATE SPECIFIC APPLICATIONS

METAL TO METAL

PLASTIC FOAMS

POROUS MATERIAL (EXCEPT WOOD)
WOOD

FIBERGLASS
30 50
50 30
80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES

TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.

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
TABLE 5.504.4.2 - SEALANT VOC LIMIT
Less Water and Less Exempt Compounds in Grams per Liter

CURRENT VOC LIMIT

ARCHITECTURAL

MARINE DECK

NONMEMBRANE ROOF

ROADWAY

SINGLY -PLY ROOF MEMBRANE
OTHER
250
760
300
250
450
420

SEALANTS

ARCHITECTURAL

NONPOROUS
POROUS

MODIFIED BITUMINOUS

MARINE DECK
OTHER
250
775
500
760
750

SEALANT PRIMERS
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO

MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE
SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.

5.504 POLLUTANT CONTROL 5.504.4.3 PAINTS AND COATINGS. THESE SHALL MEET THE STATED REQUIREMENTS. ARCH TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL
COATINGS 2,3

GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT

COMPOUNDS

CURRENT VOC LIMIT

FLAT COATINGS

NONFLAT COATINGS

NONFLAT HIGH GLOSS COATINGS
50 100
150

COATING CATEGORY

ALUMINUM ROOF COATINGS

BASEMENT SPECIALTY COATINGS

BITUMINOUS ROOF COATINGS

BITUMINOUS ROOF PRIMERS

BOND BREAKERS

CONCRETE CURING COMPOUNDS

CONCRETE/MASONRY SEALERS

DRIVEWAY SEALERS

DRY FOG COATINGS

FAUX FINISHING COATINGS

FIRE RESISTIVE COATINGS

FLOOR COATINGS

FORM -RELEASE COMPOUNDS

GRAPHIC ARTS COATINGS (SIGN PAINTS)

HIGH -TEMPERATURE COATINGS

INDUSTRIAL MAINTENANCE COATINGS
LOW SOLIDS COATINGS 1

MAGNESITE CEMENT COATINGS

MASTIC TEXTURE COATINGS

METALLIC PIGMENTED COATINGS

MULTICOLOR COATINGS

PRETREATMENT WASH PRIMERS

PRIMERS, SEALERS, & UNDERCOATERS

REACTIVE PENETRATING SEALERS

RECYCLED COATINGS

ROOF COATINGS

RUST PRVENTATIVE COATINGS
400
400
50 350
350
350
100
50 150
350
350
100
250
500
420
250
120
450
100
500
250
420
100
350
50 250
250

SPECIALTY COATINGS
SHELLACS:

CLEAR
OPAQUE
730
550
100 SPECIALTY PRIMERS, SEALERS, & UNDERCOATERS
STAINS

STONE CONSOLIDANTS

SWIMMING POOL COATINGS

TRAFFIC MARKING COATINGS

TUB & TILE REFINISH COATINGS

WATERPROOFING MEMBRANES

WOOD COATINGS

WOOD PRESERVATIVES

ZINC -RICH PRIMERS
250
450
340
100
420
250
275
350
340

1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER &

EXEMPT COMPOUNDS

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.

2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.

5.504

POLLUTANT CONTROL

5.504.4.4 CARPET SYSTEMS. THESE SHALL MEET THE STATED REQUIREMENTS.

5.504.4.5 COMPOSITE WOOD PRODUCTS. THESE SHALL MEET THE STATED REQUIREMENTS.

ARCH
NA
TABLE 5.504.4.5 - FORMALDEHYDE LIMITS 1

MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION

CURRENT LIMIT

HARDWOOD PLYWOOD VENEER CORE

HARDWOOD PLYWOOD COMPOSITE CORE

PARTICLE BOARD

MEDIUM DENSITY FIBERBOARD
THIN MEDIUM DENSITY FIBERBOARD 2

0.05 0.05

0.09 0.11

0.13 PRODUCT

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.

2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM).

5.504

POLLUTANT CONTROL

5.504.4.6 RESILIENT FLOORING SYSTEMS. THESE SHALL MEET THE STATED REQUIREMENTS.

5.504.5.3 FILTERS. HVAC FILTERS SHALL MEET THE STATED REQUIREMENTS, WITH SOME EXCEPTIONS.

5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. RESTRICTIONS AND SIGNAGE REQUIREMENTS RELATED TO WHERE SMOKING IS ALLOWED.

ARCH
MECH
N/A
SHEET

REFERENCE

5.505

5.506

5.507

5.508

INDOOR MOISTURE

CONTROL

INDOOR AIR QUALITY

ENVIRONMENTAL

COMFORT

OUTDOOR AIR QUALITY

BUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF THE CALIFORNIA BUILDING CODE SECTIONS 1203 (VENTILATION) AND CHAPTER 14 (EXTERIOR WALLS).

5.506.1 OUTSIDE AIR DELIVERY. MEET THE MINIMUM VENTILATION REQUIREMENTS OF THE CALIFORNIA ENERGY CODE 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 CONTROLS SHALL BE SPECIFIED AND INSTALLED PER THE CALIFORNIA ENERGY CODE SECTION 1 20.1(C)(4).

5.507.4 ACOUSTICAL CONTROL. EXTERIOR WALL AND ROOF ASSEMBLIES TO MEET PRESCRIPTIVE OR PERFORMANCE SOUND TRANSMISSION CLASS REQUIREMENT S.

5.508.1 OZONE DEPLETION AND GREENHOUSE GAS REDUCTIONS. HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENTS SHALL NOT CONTAIN CFC'S OR HALON S.

5.508.2 SUPERMARKET REFRIGERANT LEAK REDUCTION.

MECH
MECH
MECH
N/A
MECH
N/A

SECTION MEASURE REQUIREMENTS SHEET

REFERENCE

5.410.4

5.503

5.504

TESTING AND

ADJUSTING

TESTING AND

ADJUSTING

TESTING AND

ADJUSTING

TESTING AND

ADJUSTING

TESTING AND

ADJUSTING

FIREPLACES

POLLUTANT CONTROL

POLLUTANT CONTROL
TESTING AND ADJUSTING OF SYSTEMS IS REQUIRED FOR NE W BUILDINGS L ESS THAN 10,000

SQUARE FEET OR NEW SYSTEMS TO SERVE AN ADDITION OR ALTERATION SU BJECT 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 TEST ING AND ADJUS TING SHALL INCLUDE, AS APPLICABLE TO THE PROJECT:

1. HVAC SYSTEMS AND CONTROLS. 2. INDOOR AND OUTDOOR LIGHTI NG AND CONTROLS.

3. WATER HEATING SYSTEMS. 4. RENEWABLE ENERGY SYSTE MS.

5. LANDSCAPE IRRIGATION SYSTEMS. 6. WATER REUSE SYSTEMS.

5.410.4.3 PROCEDURES. PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND APPLICABLE STANDARDS ON E ACH SYSTEM.

5.410.4.3.1 HVAC BALANCING. IN ADDITION TO TESTING AND ADJUSTING, BEFORE A NEW

SPACE -CONDITIONING SYSTEM IS OPERATED FOR NORMAL USE, BALANCE PE R STATED STANDARDS.

5.410.4.4 REPORTING. AFTER COMPLETION OF TESTING, ADJUSTING AND BALANCING,

PROVIDE A FINAL REPORT OF TESTING SIGNED BY THE IND IVIDUAL RESPO NSIBLE FOR PERFORMING THESE SERVICES.

5.410.4.5 OPERATION AND MAINTENANCE MANUAL. PROVIDE THE BUILDING OWNER OR

REPRESENTATIVE WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTI ONS AND COPIES OF GUARANTIES / WARRANTIES FOR EACH SYSTEM. O&M INSTRUCT IONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR, TITLE 8, SECTION 5142 AND OTHER RELATED REGULATIONS.

INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS REQUI RED BY THE ENFORCING AGENCY.

FIREPLACES MUST COMPLY WITH LISTED REQUIREMENTS.

5.504.1 TEMPORARY VENTILATION. REQUIREMENT ADDRESSES USE AND PROTECTION OF PERMANENT HVAC SYSTEM DURING CONSTRUCTION.

5.504.3 COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL E QUIPMENT DURING CONSTRUCTION. SECTION OUTLINES REQUIREMENTS.

MECH/ ELEC

MECH/ ELEC
MECH

MECH/ ELEC

MECH/ ELEC
N/A; NO

FIREPLACE IN
PROJECT.

MECH
MECH
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A

CONTRACTOR

CONTRACTOR
N/A
N/A
N/A
05/20/2022

ISSUE FOR BID

NOT FOR CONSTRUCTION
24" MIN FOR EXTERIOR DOORS
(CA BUILDING CODE)

PULL SIDE

PUSH SIDE

PULL SIDE

PUSH SIDE

PULL SIDE
HINGE SIDE APPROACHES [404.2.4] D
FRONT APPROACHES [404.2.4] A LATCH SIDE APPROACHES [404.2.4] B TWO HINGED DOORS IN SERIES [404.2.6] C
5' - 0" MIN
CLEAR
4' - 0" MIN
CLEAR
5' - 0" MIN
CLEAR
4' - 0" MIN
CLEAR
4' - 0" MIN
(36" MIN)
3' - 6" MIN
5' - 0" MIN
MIN
2' - 0"
MIN
2' - 0"
3' - 6" MIN
*
12"
18"
48" MIN WHEN DOOR PROVIDED WITH
CLOSER
*IF DOOR HAS BOTH

CLOSER & LATCH
REACH RANGES [308] A
2' - 6"
2' - 10" MAX
10"-24"
NOTES:

1. Z NOT LESS THAN X.

2. WHEN X < 20", THEN Y = 48" MAX.

3. WHEN X IS 20 -25", THEN Y = 44" MAX.

4. MAX COUNTER HEIGHT,
H = 34" MAX AT WORKSURFACE
4' - 0"
(X)
(X) FOWARD REACH, 25" MAX
(Z) CLEAR FLOOR SPACE

OPERABLE
PART
PROTRUDING OBJECTS [307] B
X > 27"
X >= 80"
0' - 4" MAX
CIRCULATION AISLE 3' - 10" MAX

FRONT APPROACH SIDE APPROACH
(Y) HIGH FORWARD REACH
H
MIN

1'- 3"4' - 0" MAX
MIN
1' - 3" 4' - 0" MAX

TOE AND KNEE CLEARANCES
CLEAR WIDTH AT 180° TURN

A T-SHAPED TURNING SPACE
D
C
(60" MIN)
48" MIN
(36" MIN)
3' - 6" MIN
(36" MIN)
3' - 6" MIN
1' - 0" MIN 3' - 0" MIN 1' - 0" MIN
3' - 0" MIN
2' - 0" MIN 5' - 0" MIN
5' - 0" MIN

THE SPACE SHALL BE

PERMITTED TO INCLUDE

KNEE AND TOE

CLEARANCE ONLY AT THE

END OF EITHER THE BASE
OR ONE ARM.

THE SPACE SHALL BE

PERMITTED TO

INCLUDE KNEE AND
TOE CLEARANCE.
1' - 6"
0' - 9"
0' - 11"
0' - 6" MAX
17" MIN - 25" MAX
2' - 3"

KNEE CLEARANCE

TOE CLEARANCE
30" WIDE MIN TOE AND

KNEE CLEARANCE

CIRCULAR TURNING SPACE B
0' - 8"

KNEE CLEARANCE

MIN 27 "

KNEE CLEARANCE

MIN 29 "
CLOCK
OR

CLOCK OUTLET

MANUAL FIRE ALARM PULL

STATION

LIGHT SWITCH DUPLEX OUTLETS INTERCOM STATION TELEPHONE OUTLET OR

DATA OUTLET

THERMOSTAT
OR

FIRE ALARM

SPECIAL PURPOSE

OUTLETS

JUNCTION BOX WALL MTD TELEPHONE AND
OUTLET

CARD READER,

LOCAL ALARM,

OR ARMING STATION

SWITCH, THERMOSTAT,

AND/OR OUTLET AT DOOR
(LATCH SIDE)

AUDIBLE & VISUAL FIRE ALARM
OR

SECURITY STROBE LIGHT
(BLUE LIGHT)

FIREMAN'S TELEPHONE JACK

WALL -MOUNTED EXIT SIGN AT

EXIT DOOR
7' - 0"

LOW REACH
15" MIN
4' - 0"
6' - 8" MIN
5' - 0"
6"

FRAME HEIGHT
0' - 4" EQ EQ
3"

REQD SIGNAGE AT

RESTROOM ENTRY DOOR

FEC OR FHV CABINET FE / WALL MOUNTED

FIRE EXTINGUISHER

COAT HOOKS
(WALL -MTD)

UTILITY SHELF
EQ EQ
42" MIN, 60" MAX
4' - 0" TYPICAL
0' - 6" MIN
5'-0" WHEN MTD ON TOILET PARTITION
6' - 0"

ACCESSIBLE
MAX 4' - 0"

TO TOP OF SHELF
5' - 6"

LOW REACH
1' - 3" MIN 4' - 0" MAX HIGH REACH

LOCKER UNIFORM LOCKER
NOTE: AT LEAST 5% (NOT LESS THAN 1) OF THE
LOCKERS SHALL BE ACCESSIBLE. CLEAR FLOOR

SPACE MUST BE PROVIDED AND SHELVING AND

OPERABLE PARTS MUST BE WITHIN THE REACH
RANGES AS DESCRIBED ON .

HIGH REACH
48" MAX
4"
LOCATE 3" ABOVE DOOR

FRAME WHEN DIM ABOVE
DOOR IS 12" OR GREATER
ALTERNATE 2: MOUNT EXIT

SIGN LOW ON STRIKE SIDE

AS NOTED ON PLANS
ALTERNATE 1: ALIGN WITH TOP
OF DOOR FRAME WHEN DIM.

ABOVE DOOR HEAD < 12".

MOUNT ON STRIKE SIDE
12"

COAT HOOKS (DOOR -MTD)
EQ EQ
6' - 0"
0' - 4" TYPICAL

MOP/BROOM HOOKS AS
SPECIFIED.

TOP OF MOUNTING

BRACKET
4' - 0" MAX HANDLE HT
4' - 8" TYPICAL

WALL MTD TACTILE SIGN
MOUNT ON STRIKE SIDE.

DOOR MTD SIGNAGE.
12" MAX
9" MIN

CHALKBOARD, TACKBOARD,

OR DRY MARKER BOARD
4'-0" MAX
3' - 6" TYPICAL

ALIGN WITH ADJ DATUM TYPICAL
0' - 8" TYP

FULLY OPENED
DOOR
0' - 8" MIN

SWITCH, THERMOSTAT,

AND/OR OUTLET AT DOOR
(HINGE SIDE)
(HIGH)
(LOW)
(TYP)
(LOW)
(TYP)
(HIGH)
(OUTLET

AT DESK)
(TYP)
(HIGH)
ALIGN
/2 G-101
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

ORIGINAL SHEET - ANSI D
stn_arch_201422690.rvt
Title
Issued/Revision By Appd YYYY.MM.DD
Client/Project Logo Notes
1 2 3 4 5
A
B
C
Permit/Seal Consultant
YYYY.MM.DD Dsgn. Chkd. Dwn.

Revision
Project No. Scale
Drawing No.

ISSUE FOR BID
As indicated
Gardena Transit Administration and
Operations Building - Dispatch Suite
Remodel
The City of Gardena GTrans
13999 S. Western Ave. Gardena, CA 90249

TYPICAL MOUNTING HEIGHTS &

ACCESSIBILITY DETAILS
Stantec Architecture Inc.
801 S. Figueroa St., Suite 300
Los Angeles, CA 90017
Tel: (213) 955-9775 • www.stantec.com
BKZ WT BKZ 2022.07.06
2014226901
G-101
1/4" = 1'-0" G-101
4 FLOOR CLEARANCE
1/4" = 1'-0" G-101
2 REACH RANGES AND PROTRUDING OBJECTS
1/4" = 1'-0" G-101
3 WHEEL CHAIR TURNING SPACE AND TOE

AND KNEE CLEARANCES
1/2" = 1'-0" G-101
1 STANDARD MOUNTING HEIGHTS

GENERAL NOTES

A THE PURPOSE OF THIS SHEET IS TO ILLUSTRATE TYPICAL MOUNTING HEIGHTS AND THE MINIMUM AND MAXIMUM CLEARANCES OF A

VARIETY OF ITEMS AND SHALL APPLY UNLESS SPECIFICALLY NOTED OR DIMENSIONED OTHERWISE ON THE ARCHITECTURAL SET OF DRAWINGS.

B IT IS THE INTENT OF THIS DESIGN TO PROVIDE ALL ITE MS SHOWN TO BE ACCESSIBLE TO MEET ALL APPLICABLE BUILDING AND ACCESSIBILITY CODES. IF A CONFLICT IS DISCOVERED, THE APPROVED CODE REQUIREMENTS TAKE PRECEDENCE. INFORM THE ARCHITECT OF ANY CONFLICTS BEFORE INSTALLATION.

C THIS SHEET MAY ILLUSTRATE ITEMS THAT DO NOT OCCUR IN THE SCOPE OF WORK OF THIS PROJECT.

D MOUNTING HEIGHTS OR CONFIGURATIONS FOR ITEMS NOT S HOWN ON THIS DRAWING MAY BE ILLUSTRATED ON OTHER DRAWINGS WITHIN THIS DRAWING SET OR NOTED IN THE PROJECT SPECIFICATIONS.

F FIXTURES AND ACCESSORIES SHOWN ON THIS SHEET ARE T YPICAL AND NOT INTENDED TO BE SPECIFIC TO ANY ONE MANUFACTURER. REFER TO PROJECT SPECIFICATIONS FOR A LIST OF APPROVED MANUFACTURERS. FIXTURES AND ACCESSORIES

THAT ARE SPECIFIED MAY HAVE DIFERENT SIZE AND CONFIGURATION REQUIREMENTS, IT IS THE CONTRACTORS RESPONSIBILITY TO MEET THE AESTHETIC AND FUNCTIONAL DESIGN INTENT OF THIS DRAWING SET. 05/20/2022

ISSUE FOR BID

NOT FOR CONSTRUCTION
2 A
C
B
1 D

CONFERENCE SUPERVISORS

DISPATCH
(EXIST) MEN
QUIET
25 (EXIST)

UNIFORM
23 (EXIST) MENS

RESTROOM
SHOWER
22 (EXIST)

DRIVER'S ROOM
20 (EXIST)

TRAINING ROOM
30 (EXIST) ELEC
28 (EXIST) KITCHEN
21 (EXIST) AV
EQUIP
29 (EXIST) MEN
QUIET
25 (EXIST)

UNIFORM
23 (EXIST)

DRIVER'S ROOM
20 (EXIST)

TRAINING ROOM
30 (EXIST) ELEC
28 (EXIST) MENS

RESTROOM
27 1
1 1
2 3
4 4
E
(EXIST) COMP

SRV DATA COM
70 10
TYP
11 TYP
12 13
6' - 9"
17 17
17 17 17 17
17 18 18
17 2
A
C
B
1 D
55 5
6 7 7
88 55
99 E
7 TYP
15 16
TYP
15 2
A
C
B
1 D
E
14 14 14

EXISTING WALLS TO BE DEMOLISHED

EXISTING WALLS TO REMAIN

EXISTING DOORS TO BE DEMOLISHED

EXISTING DOORS TO REMAIN

CEILINGS TO BE DEMOLISHED

DEMOLITION LEGEND
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

ORIGINAL SHEET - ANSI D
stn_arch_201422690.rvt
Title
Issued/Revision By Appd YYYY.MM.DD
Client/Project Logo Notes
1 2 3 4 5
A
B
C
Permit/Seal Consultant
YYYY.MM.DD Dsgn. Chkd. Dwn.

Revision
Project No. Scale
Drawing No.

ISSUE FOR BID
1/8" = 1'-0"
1 Gardena Transit Administration and
Operations Building - Dispatch Suite
Remodel
The City of Gardena GTrans
13999 S. Western Ave. Gardena, CA 90249

DEMOLITION PLANS
Stantec Architecture Inc.
801 S. Figueroa St., Suite 300
Los Angeles, CA 90017
Tel: (213) 955-9775 • www.stantec.com
BKZ WT BKZ 2022.07.06
2014226901
AD-01
1/8" = 1'-0" AD-01
1 FLOOR PLAN - DEMO
1/8" = 1'-0" AD-01
2 RCP - DEMO
1/8" = 1'-0" AD-01
3 ROOF DEMO

DEMOLITION NOTES
S CONTRACTOR TO SURVEY AREA OF WORK FOR EXISTING ACCESS PANELS. EXISTING ACCESS PANELS IN AREA OF WORK TO BE DEMOLISHED AS NEEDED. NEW ACCESS PANELS

ARE REQUIRED TO BE INSTALLED IN RENOVATED AREAS TO MAINTAIN ACCESS TO NEW AND EXISTING EQUIPMENT.

T REMOVE, SALVAGE, AND REINSTALL OR PROTECT IN PLACE ALL EQUIPMENT NOT OTHERWISE INDICATED TO BE DEMOLISHED OR REPLACED. CONTRACTOR TO SURVEY AREA

OF WORK PRIOR TO START OF WORK TO IDENTIFY ALL EXISTING DEVICES AND EQUIPMENT TO REMAIN.

U FIELD VERIFY THE EXISTING MECHANICAL HOT WATER PIPING ROUTING AND DEMO EXISTING CEILING AS NEEDED FOR ACCESS. PATCH AND PAINT THE EXISTING CEILING.

V CONTRACTOR TO PATCH AND PAINT WALLS AS NEEDED, WHERE EXISTING ELECTRICAL OUTLETS ARE REPLACED WITH NEW ELECTRICAL OUTLETS.

W DEMOLISH ALL FLOORING AND WALL BASE IN CIRCULATION AREAS AND REPLACE WITH THE FLOORING AND WALL BASE AS NOTED ON FINISH PLAN A-701.

DEMOLITION NOTES
G REMOVE ALL ELECTRICAL DEVICES WITHIN THE DEMOLISHED WALLS. REFER TO ELECTRICAL PLANS FOR DEVICES TO BE REINSTALLED OR PROTECTED IN PLACE.

J DEMOLISH ALL FLOOR FINISHES AND WALL BASE IN AREA OF WORK, U.N.O. PREP FOR NEW FINISH.

K GC SHALL REMOVE ANY EXISTING FIRE EXTINGUISHER CABINETS AND SALVAGE EQUIPMENT FOR REUSE.

L COORDINATE ALL STORAGE AND CONSTRUCTION LOGISTICS OF EXISTING G-TRANS EQUIPMENT AND FURNISHINGS WITH G-TRANS AND/OR RESPECTIVE VENDOR AS REQUIRED.

M FULLY REMOVE UTILITIES TO THE SOURCE AND PREP FOR NEW WORK AS REQUIRED.

N REMOVE ALL EXISTING ABANDONED PLUMBING AND ELECTRICAL ASSOCIATED WITH DEMOLISHED FIXTURES, U.N.O.

P REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR FURTHER SALVAGE AND DEMOLITION INFORMATION.

R ALL FIXTURES, DOORS, HARDWARE, SIGNAGE, ETC. TO BE DEMOLISHED ARE TO BE SALVAGED AT G-TRANS' REQUEST, U.N.O.

DEMOLITION NOTES
A CONTENT KEYNOTED ON DRAWING IS EXISTING UNLESS NOTED OTHERWISE.

B THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS/HER BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT.

C THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON THE SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES IN WRITING BEFORE STARTING ANY WORK.

D EXISTING WALLS, FLOORS, CEILINGS AND ALL EXPOSED SURFACES THAT HAVE BEEN

DAMAGED OR DISTURBED BY DEMOLITION OR CONSTRUCTION WORK SHALL BE REPAIRED,

REPLACED AND/OR RECONDITIONED SUCH THAT THEY CANNOT BE DISTINGUISHED FROM NEW OR ADJACENT EXISTING SURFACES AND FINISHES.

E REFER TO CONSTRUCTION PLAN AND REFLECTED CEILING PLAN FOR NEW LAYOUT DIMENSIONS TO DETERMINE EXTENT OF DEMOLITION. DEMOLITION SHALL BE PERFORMED TO THE MINIMUM EXTENT POSSIBLE TO ACHIEVE NEW LAYOUT REQUIREMENTS.

F ALL WALLS NOTED TO BE REMOVED SHALL BE FULLY REMOVED. CONSULT THE CONSTRUCTION PLAN TO CONFIRM EXTENT. NO PONY WALLS ABOVE THE CEILING TO REMAIN. RE-ATTACH/ RELOCATE ANY REQUIRED ITEMS TO REMAIN WHICH MAY HAVE BEEN ATTACHED TO WALL.

KEYNOTES
14 REMOVE EXISTING MECHANICAL UNIT AND ASSOCIATED DUCTWORK,

WHERE THE EXISTING DUCTS REMOVED CONTRACTOR TO PATCH THE

ROOF PENETRATIONS WITHIN THE CURRENT WARRANTY

REQURIEMENTS OF THE EXISTING ROOF MANUFACTURER
15 PROVIDE TEMPORARY SUPPORT/BRACING FOR EXISTING ACT CEILING

UNTIL NEW WALL IS IN PLACE
16 PROVIDE SUPPORT/BRACING (AS NEEDED) FOR EXISTING ACT CEILING WHERE ADJACENT EXISTING WALL(S) HAS BEEN DEMOLISHED.
17 DEMO WALL
18 WALL TO REMAIN

KEYNOTES
1 DEMO DOOR, FRAME AND ALL ASSOCIATED HARDWARE
2 REMOVE AND RELOCATE THE MAILBOXES
3 DEMO WINDOW AND OVERHEAD SECURITY GRILLE
4 DEMO CASEWORK
5 DEMO ALL CEILINGS, LIGHT FIXTURES, AND ALL OTHER M ISC ITEMS 6 DEMO CEILING, LIGHT FIXTURES, AND ALL OTHER MISC I TEMS 7 EXISTING GYPSUM BOARD CEILING TO REMAIN
8 EXISTING ACT CEILING TO REMAIN
9 EXISTING ACT GRID TO REMAIN, ALL EXISTING ACOUSTIC AL CEILING

TILES TO BE REPLACED
10 EXISTING MAILBOX KEY PANEL TO BE RELOCATED
11 EXISTING FIRE ALARM ANNUNCIATOR PANELS (3) TO BE RELOCATED 12 EXISTING LOCKER KEY PANELS TO BE RELOCATED
13 EXISTING GENERATOR CONTROL PANEL TO BE RELOCATED
1 1 Plan Check Revisions BZ PM 05/20/22
05/20/2022

ISSUE FOR BID

NOT FOR CONSTRUCTION
X-X
II. DESIGN LOADS:

1. DEAD LOAD: THE SELF WEIGHT OF THE STRUCTURE.

2. SUPERIMPOSED DEAD LOAD:

A. CLADDING 15 PSF
B. FLOOR LEVEL:
a. CEILING 5 PSF
b. MEP 10 PSF
C. ROOF LEVEL:
a. ROOFING 5 PSF
b. MEP 10 PSF

3. LIVE LOAD:

A. ROOFS: 20 PSF
B. ROOF TERRACES: 100 PSF
C. PUBLIC AREAS, STAIRS, CORRIDORS 1ST FLOOR: 100 PSF
D. CORRIDORS: 80 PSF
E. LIGHT STORAGE: 125 PSF
F. OFFICES: 50 PSF
G. PARTITIONS: 15 PSF
H. STAIRS: 100 PSF

4. WIND LOAD
A. ULTIMATE DESIGN BASIC WIND SPEED V(ult) = 90 MPH
B. NOMINAL DESIGN WIND SPEED V(asd) = 70 MPH
C. RISK CATEGORY = II
D. WIND IMPORTANCE FACTOR = 1.0
E. WIND EXPOSURE CATEGORY = B
F. ENCLOSURE CATEGORY: ENCLOSED
G. INTERNAL PRESSURE COEFFICIENT (GCPi): +/ - 0.18
H. GUST EFFECT FACTOR (G): 0.85
I. COMPONENT AND CLADDING LOADS

5. SEISMIC LOAD
A. SITE CLASS = D
B. RISK CATEGORY = II
C. SEISMIC IMPORTANCE FACTOR = 1.00
D. MAPPED SPECTRAL RESPONSE
a. SHORT PERIOD S S = 1.828 g
b. 1-SECOND PERIOD S 1 = 0.646 g
E. DESIGN SPECTRAL RESPONSE (5% DAMPED)
a. SHORT PERIOD S DS = 1.462 g
b. 1-SECOND PERIOD S D1 = 0.732 g
F. SEISMIC DESIGN CATEGORY: D
V. MECHANICAL/ELECTRICAL/PLUMBING SYSTEM SUPPORTS

1. THE CONTRACTOR SHALL DESIGN AND SUPPLY ALL ADDITION AL MISCELLANEOUS METALS

AND SYSTEM SUPPORT COMPONENTS THAT ARE NECESSARY T O SUPPORT ALL MECHANICAL, ELECTRICAL (TELECOM, AUDIO VISUAL, ETC. ) AND PLUMBING/FIRE PROTECTION SYSTEMS. SUCH METALS AND SUPPORT COMPO NENTS AND THEIR

CONNECTIONS SHALL BE PROVIDED AS NECESSARY TO DIREC TLY AND CONCENTRICALLY IMPOSE LOADS ON THE PRIMARY STRUCTURE. STEEL ROOF DECK SHALL NOT DIRECTLY SUPPORT THESE SYSTEMS.

I. GENERAL NOTES:

1. ALL STRUCTURAL WORK SHALL CONFORM TO THE DRAWINGS, THE PROJECT SPECIFICATIONS, ALL DRAWING NOTES, AND THE 2019 CAL IFORNIA BUILDING CODE (CBC).

2. ALL APPLICABLE REFERENCE STANDARDS, AS MODIFIED BY THE BUILDING CODE, INCLUDE:

A. ASCE/SEI 7 -16: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER ST RUCTURES B. ACI 318 -14: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE C. AISC 360 -16: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS D. AISC 341 -16: SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDIN GS E. AWS D1.1: STRUCTURAL WELDING CODE - STEEL
F. ACI 117 -10: STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONC RETE

CONSTRUCTION AND MATERIAL
G. TMS 402 -16: BUILDING CODE FOR MASONRY STRUCTURES
H. TMS 602 -16: SPECIFICATION FOR MASONRY STRUCTURES
I. AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS, 2016

3. THE SCOPE OF WORK IS NOT SOLELY DEFINED BY THESE DO CUMENTS.

4. TYPICAL DETAILS APPLY THROUGHOUT THE PROJECT, EVEN IF NOT SPECIFICALLY REFERENCED IN PLANS OR DETAILS. DETAILS OF CONSTRUC TION NOT FULLY SHOWN OR

NOTED ON THE DRAWINGS NOR CALLED OUT IN THE SPECIFI CATIONS SHALL BE OF THE SAME SIZE AND CHARACTER AS FOR SIMILAR CONDITIONS WHICH ARE SHOWN AND NOTED.

5. ALL FORCES INDICATED IN THE STRUCTURAL DRAWINGS ARE SERVICE LOADS AS DEFINED BY ASCE -7, UNLESS NOTED OTHERWISE.

6. DO NOT USE SCALED DIMENSIONS; USE ONLY WRITTEN DIME NSIONS. WHERE NO DIMENSION

IS PROVIDED, CONSULT THE ARCHITECT FOR CLARIFICATIO NS BEFORE PROCEEDING WITH WORK.

7. SEE ARCHITECTURAL DRAWINGS FOR SITE POSITIONING AND PROJECT DATUM, REFERENCE IS ( 0' -0") AS SHOWN ON ARCHITECTURAL DRAWINGS.

8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE

INCLUDING SAFETY OF PERSONS AND PROPERTY AND THE ME ANS AND METHODS OF CONSTRUCTION.

9. STRUCTURAL ELEMENTS SHALL BE CENTERED ABOUT GRIDLINES OR DIMENSION LINES, UNLESS OTHERWISE NOTED.

10. THE CONTRACTOR SHALL PROVIDE ENGINEERED DESIGNS OF TEMPORARY SHORING AND

BRACING AND MAKE SAFE ALL FLOORS, ROOFS, WALLS, EXC AVATIONS AND ADJACENT PROPERTY AS PROJECT CONDITIONS AND LOCAL BUILDING C ODE REQUIRE.

11. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ETC. REQUIREMENTS. REFER TO A RCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN ON PLAN. DISCREPANCIES AND/OR INTERFERENCES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY.

12. OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE STRUC TURAL ENGINEER.

13. DEFICIENT WORK AND WORK NOT IN CONFORMANCE WITH THE CONTRACT DOCUMENTS AS

IDENTIFIED BY THE ARCHITECT OR INSPECTOR SHALL BE R EPAIRED AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL COMPENSATE OWNER FOR SERV ICES ARISING FROM DEFICIENT WORK.

14. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY REQUIRED DEWATERING OF THE SITE DURING CONSTRUCTION.

15. THE CONTRACTOR SHALL PREPARE ENGINEERED DESIGN AND SHALL BE RESPONSIBLE FOR

CONFIRMING ADEQUACY OF AS BUILT STRUCTURE FOR ALL S URCHARGE LOADS RESULTING

FROM COMPACTION AS WELL AS CRANES TRUCKS, BULLDOZER S OR ANY OTHER CONSTRUCTION EQUIPMENT. ENGINEERED DESIGNS SHALL BE PREPARED, SIGNED AND

SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE J URISDICTION AND SUBMITTED TO ENGINEER OF RECORD FOR REVIEW.

16. THE STRUCTURAL COMPONENTS BY THEMSELVES ARE A NON -SELF -SUPPORTING STRUCTURE. LATERAL FORCES DUE TO WIND, EARTHQUAKE, OR SOIL ARE CARRIED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE LATERAL SYSTEM. CE RTAIN ELEMENTS SHOWN ON

THE STRUCTURAL DRAWINGS (SUCH AS BRACING, ROOF AND FLOOR SLABS, AND CONCRETE

IN COMPOSITE COLUMNS) ARE REQUIRED FOR OVERALL OR L OCAL STABILITY OF OTHER ELEMENTS (SUCH AS BEAMS, COLUMNS, AND WALLS). IF DU E TO SEQUENCING OF

CONSTRUCTION, THESE STABILITY ELEMENTS ARE NOT IN P LACE, THE CONTRACTOR SHALL

RETAIN A STRUCTURAL ENGINEER LICENSED TO PERFORM TH E WORK IN THE JURISDICTION

WHERE THE PROJECT IS LOCATED, WHO SHALL INVESTIGATE WHERE TEMPORARY SHORING/BRACING IS REQUIRED AND SHALL DESIGN THIS T EMPORARY SHORING/BRACING.

THE CONTRACTOR SHALL PROVIDE THIS SHORING/BRACING U NTIL THE REQUIRED

STRUCTURAL ELEMENTS AND THEIR CONNECTIONS HAVE BEEN INSTALLED AND REACH THEIR FINAL DESIGN STRENGTHS.

17. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT WHEN PLA CED ON FRAMED FLOORS OR ROOFS. THE CONSTRUCTION MATERIAL LOAD SHALL NOT EXC EED THE DESIGN LIVE LOAD PER SQUARE FOOT. CONTRACTOR SHALL BE RESPONSIBLE FO R SHORING WHERE STRUCTURE IS NOT COMPLETE OR HAS NOT ATTAINED DESIGN STRENGTH.

18. BUILDING TOLERANCES: STANDARD TOLERANCES SHALL BE BASED ON THE REQUIREMENTS OF THE AISC CODE OF STANDARD PRACTICE AND ACI 117, STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS.

III. COLD FORMED METAL FRAMING (CFMF)

1. STRUCTURAL MEMBERS SHALL BE AS NOTED ON THE STRUCTU RAL DRAWINGS AND CONFORM TO ASTM C955 AND ASTM A653. MINIMUM YIELD STRENGTH:

A. 43 MILS (18 GA) AND THINNER 33ksi
B. 54 MILS (16 GA) AND THICKER 50ksi

2. MINIMUM SIZE, THICKNESS, AND OTHER SECTION PROPERTI ES SHALL COMPLY WITH THE STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA) SPECIF ICATIONS AND ICC -ES 3064P.

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPRO VAL FOR SUBSTITUTIONS.

3. WELDING:

A. WELDING ELECTRODES SHALL BE CLASS E60XX
B. WELDS SHALL BE PERFORMED BY QUALIFIED WELDERS.

C. WELDING SHALL COMPLY WITH AWS D1.3.

D. ALL FIELD WELDING SHALL BE SPECIALLY INSPECTED.

E. METAL FRAMING THINNER THAN 18 GAUGE SHALL NOT BE WE LDED.

4. SCREWS SHALL BE SELF -TAPPING AND COMPLY WITH ASTM C1513.

5. TRACK MEMBERS SHALL BE MINIMUM SAME GAGE AS ATTACHE D STUDS. TRACKS REQUIRED AT TOP AND BOTTOM OF ALL WALLS. STUDS SHALL BEAR F LAT ON THE WEB OF TRACKS, SEE DETAILS FOR ATTACHMENT. CONTINUOUS TRACKS SHALL BE WELDED OR SCREWED, WIRE TIES ARE NOT PERMITTED.

6. WEB PUNCH -OUTS SHALL BE GREATER THAN 10" FROM ENDS OR BEARING POINTS.

COORDINATE LOCATIONS WITH BRACING.

7. BRIDGING SHALL BE SPACED AT 5' -0" MAX, SEE TYPICAL DETAILS.

8. INTERIOR AND EXTERIOR PARTITIONS SHALL CONSIST OF I CBO APPROVED METAL STUD TYPE FRAMING. CONNECTION OF STUDS, TRACK, AND OTHER ITEMS BY MEANS OF EITHER

DRILLED IN ANCHORAGE OR POWDER DRIVEN FASTENERS SHA LL OCCUR WITH ICBO APPROVED FASTENERS. CONNECTIONS SHALL ALLOW FOR T HE BUILDING MOVEMENTS CITED ABOVE. THE CONTRACTOR SHALL BE RESPONSIBLE FO R THE STRUCTURAL

ENGINEERING DESIGN OF SOFFITS, SUSPENDED WALLS, CEI LING OR CONDITIONS WHERE

THE STUD FRAMING IS USED TO SUPPORT CASEWORK OR SIZ EABLE DOOR/ WINDOW

HARDWARE,THE METAL STUD FRAMING AND ANY MISCELLANEO US STEEL FRAMING THAT IS DETERMINED TO BE NECESSARY BASED ON THE CONTRACTORS DESIGN. SUBMIT SEALED

CALCULATIONS AND SHOP DRAWINGS INDICATING IMPOSED L OADS ON THE PRIMARY STRUCTURE FOR THESE CONDITIONS.

5. SCREW ANCHORS INSTALLED INTO CONCRETE OR GROUT -FILLED CMU A. "TITEN HD" BY SIMPSON STRING -TIE (ESR -2713; ESR -1056) B. "KH -EZ" BY HILTI, INC. (ESR -3027; ESR -3056)
C. "SCREW -BOLT+" BY DEWALT (ESR -3889; ESR -4042)

6. ADHESIVE ANCHORS: ASTM A36 THREADED RODS WITH ASTM A 563 GRADE A NUTS AND ANSI B18.22.1 TYPE A WASHERS, UNLESS OTHERWISE NOTED. ANCHORS DESIGNATED AS ASTM A193 GRADE B7 THREADED RODS TO USE ASTM A 563 GRADE DH HEAVY HEX NUTS AND ASTM F 436 WASHERS.

7. ADHESIVE DOWELS: ASTM A615 GRADE 60 REINFORCING STE EL.

8. ALL ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ICC -ES REPORT AND MANUFACTURERS RECOMMENDATIONS.

9. UNLESS OTHERWISE NOTED, PROVIDE MINIMUM EMBEDMENT O F ANCHORS PER ICC -ES REPORT & MANUFACTURERS RECOMMENDATIONS.

10. CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH MECHANICAL OR ADHESI VE ANCHORS.

11. PRIOR TO ALL DRILLING OR CORING, THE CONTRACTOR SHA LL (1) VERIFY THE EXISTING

CONCRETE OR MASONRY THICKNESS TO PREVENT DAMAGE TO THE OPPOSITE FACE OF CONCRETE AND MAINTAIN 1 -1 /2 ” CLEAR COVER U.N.O., AND (2) IDENTIFY EXISTING REINFORCING LOCATIONS BY PACHOMETER, PROBING, CHIPP ING, ETC. TO AVOID DAMAGE EXISTING REINFORCING.

12. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, AB ANDON AND SHIFT THE HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINI MUM OF 2 ANCHOR DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE B ETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON -SHRINK GROUT. IF THE ANCHOR

OR DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE, THE ENG INEER WILL DETERMINE A NEW LOCATION.

13. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL TO VERTICA LLY OVERHEAD ORIENTATION TO

SUPPORT SUSTAINED TENSION LOADS SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) CERTIFIED THROUGH ACI/CRSI OR EQUIV ALENT (ACI 318 -14 17.8.2.2)

14. ADHESIVE ANCHORS MUST BE INSTALLED IN CONCRETE AGED A MINIMUM OF 21 DAYS (ACI 318 -14 17.1.2)
VI. QUALITY ASSURANCE AND SPECIAL INSPECTIONS

1. OWNER WILL ENGAGE AN INDEPENDENT TESTING AGENCY TO PERFORM THE TESTS AND INSPECTIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE PRIOR NOTICE TO ALLOW FOR COMPLETION OF THESE REQUIREMENT S.

2. CONTRACTOR SHALL SUBMIT A STATEMENT OF RESPONSIBILI TY TO THE BUILDING

DEPARTMENT AND OWNER PRIOR TO WORK ON WIND OR SEISM IC FORCE RESISTING

SYSTEMS AND COMPONENTS WHICH ARE LISTED IN THE STAT EMENT OF SPECIAL INSPECTIONS.

VII. EXISTING STRUCTURE & EXISTING CONDITIONS

1. CONTRACTOR IS TO NOTIFY ENGINEER OF QUESTIONABLE EX ISTING STRUCTURAL COMPONENTS (MASONRY WALLS, STEEL BEAMS & LINTEL, EX POSED FOUNDATIONS, ETC.) AND FRAMING CONNECTIONS WHEN ENCOUNTERED.

2. GRIDLINES ARE SHOWN ON THE STRUCTURAL DRAWINGS AND THESE REFLECT ASSUMED ARCHITECTURAL AND STRUCTURAL DIMENSIONS. IN MOST C ASE, GRID LINES COINCIDE WITH EXISTING COLUMN AND PILASTER CENTERLINES. IF ACTUA L FIELD DIMENSIONS VARY, NOTIFY ARCHITECT OR ENGINEER.

3. CONTRACTOR TO VERIFY EXACT LOCATION OF ALL EXISTING STRUCTURAL COMPONENTS THAT WILL BE CONNECTED TO NEW FRAMING PRIOR TO STEE L FABRICATION. IT IS THE CONTRACTOR ’S RESPONSIBILITY TO VERIFY ALL EXISTING DIMENSIONS AND COORDINATE

THESE DIMENSIONS WITH THE STEEL FABRICATOR PRIOR TO STEEL FABRICATION TO ENSURE ARCHITECTURAL AND STRUCTURAL DESIGN CONCEPT. CONTR ACTOR SHALL NOTIFY ARCHITECT AND/OR ENGINEER OF DISCREPANCIES.

4. CONTRACTOR IS TO FURNISH ENGINEER A PROPOSED SEQUEN CE OF EXISTING COMPONENT REMOVAL. METHODS OF SAW CUTTING, TEMPORARY SHORING AND OTHER PERTINENT

TASKS RELATING TO EXISTING COMPONENT REMOVAL IS TO BE SUBMITTED TO THE

ARCHITECT/ENGINEER FOR REVIEW AND TO VERIFY THAT WO RK IS IN GENERAL CONFORMANCE.

3. STRUCTURAL GLUE LAMINATED TIMBER (GLT):

A. GLT FABRICATION SHALL BE PERFORMED IN AN APPROVED F ABRICATORS SHOP IN ACCRODANCE WITH CBC 2303.1.3, ANSI/AITC A190.1 AND ASTM D3737.

B. GLT BEAMS SHALL BE 24F -V8 WITH A CAMBER OF R=1600' UNLESS NOTED OTHERWISE.

C. GLT EXPOSED TO WEATHER SHALL BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. FLASHING AND WATERPROOFING OF THE EX POSED ENDS SHALL BE PROVIDED BY THE CONTRACTOR TO PREVENT DECAY.

D. ALL GLT MEMBERS SHALL HAVE APPEARANCE CLASSIFICATIO N AS SPECIFIED ON THE ARCHITECTURAL DRAWINGS.

4. ALL STRUCTURAL TIMBER FRAMING SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19% AT

THE TIME OF ENCLOSURE, REGARDLESS OF THE MOISTURE C ONTENT AT THE TIME OF MANUFACTURE. TIMBER FLOOR FRAMING, INCLUDING JOISTS AND BEAMS, WITH MORE THAN 2 FRAMED LEVELS ABOVE THEM SHALL BE DESIGNATED AS ' S -DRY' OR 'MC15' AND HAVE A MAXIMUM MOISTURE CONTENT OF 15% AT THE TIME OF ENCL OSURE.

5. CONTRACTOR SHALL PROVIDE AT LEAST THREE RANDOM MOIS TURE READINGS PERFORMED

AT WALL AND FLOOR FRAMING IN THE PRESENCE OF THE BU ILDING INSPECTOR PRIOR TO

APPROVAL TO ENCLOSURE TO VERIFY IN SERVICE MOISTURE CONTENT TO SATISFY THE REQUIRMENTS ABOVE.

6. ALL LUMBER LOCATED IN DIRECT CONTACT WITH CONCRETE OR MASONRY INCLUDING BUT

NOT LIMITED TO SILL PLATES, NAILERS, AND LEDGERS SH ALL BE PRESSURE TREATED DOUGLAS FIR.

7. ALL HARDWARE SHALL BE SIMPSON STRONG -TIE CO INSTALLED PER MANUFACTURERS RECCOMENDATIONS. SUBSTITUTION OF EQUIVALENT HARDWAR E FROM AN ALTERNATE MANUFACTURER SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL.

8. MINIMUM FASTENING AND NAILING OF TIMBER COMPONENTS SHALL BE IN ACCORDANCE WITH CBC TABLE 2304.10.1.

9. FASTENERS SHALL BE PROVIDED NEW AND WITHOUT EXCESSI VE RUST. ALL FASTENERS EXPOSED TO WEATHER SHALL BE GALVANIZED.

10. ALL METAL FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED LUMBER SHALL BE

STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUF ACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD.

11. NAILS:

A. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED O THERWISE B. MINIMUM NAIL PENETRATION SHALL BE 10 TIMES THE SHAN K DIAMETER UNLESS NOTED OTHERWISE.

C. EDGE DISTANCES, END DISTANCES, AND FASTENER SPACING S SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD.

D. BORED PILOT HOLES SHALL BE PERMITTED FOR ALL NAILS TO HELP PREVENT WOOD FROM SPLITTING. BORED HOLES SHALL BE MANDATORY FOR 20d AND LARGER NAILS.

WHEN UTILIZED BORED HOLES SHALL HAVE A DIAMETER NOT EXCEEDING 75% OF THE NAIL DIAMETER.

E. TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF APPROXIMAT ELY 30 DEGREES WITH THE MEMBER AND STARTED APPROXIMATELY 1/3 THE LENGTH OF THE FASTENER FROM THE MEMBER END.

12. WOOD SCREWS:

A. WOOD SCREWS SHALL MEET THE DIMENSIONAL STANDARDS OF ANSI/ASME B18.6.1.

B. MINIMUM SCREW PENETRATION SHALL BE 10 TIMES THE SCR EW DIAMETER UNLESS NOTED OTHERWISE.

C. EDGE DISTANCES, END DISTANCES, AND FASTENER SPACING S SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD.

D. BORED LEAD HOLES SHALL BE PROVIDED WITH A DIAMETER EQUAL TO APPROXIMATELY 7/8 OF THE SCREW ROOT DIAMETER.

E. WOOD SCREWS SHALL BE TURNED, NOT DRIVEN INTO PLACE. SOAP OR OTHER

LUBRICANTS MAY BE PROVIDED TO FACILITATE INSERTION AND TO PREVENT DAMAGE TO THE SCREWS.

13. BOLTS AND LAG SCREWS:

A. BOLTS AND LAG SCREWS SHALL CONFORM TO ASTM A307 AND MEET THE DIMENSIONAL STANDARDS OF ANSI/ASME B18.2.1.

B. HOLES FOR BOLTS SHALL BE A MINIMUM 1/32" TO A MAXIM UM OF 1/16" LARGER THAN THE BOLT DIAMETER.

C. BOLTS SHALL BE ACCURATELY ALIGNED IN MAIN MEMBERS A ND SIDE PLATES. BOLTS SHALL NOT BE FORCIBLY DRIVEN INTO PLACE.

D. BORED LEAD HOLES FOR LAG SCREWS SHALL BE 40 -70% OF THE SHANK DIAMETER AT

THE THREADED PORTION OF THE SCREW, AND THE SAME DIA METER AS THE SHANK AT THE SHANK.

E. LAG SCREWS SHALL BE TURNED, NOT DRIVEN INTO PLACE.

F. ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED W ITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST DIRECTLY AGAINST WOOD .

G. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON IN STALLATION AND RE - TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB .

14. ALL BUILT UP, DOUBLE 2X BEAMS AND JOISTS SHALL BE F ASTENED TOGETHER WITH 2 -ROWS 10d NAILS AT 12" OC.

15. PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS R UNNING PARALLEL TO JOIST SPAN.

16. PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL S UPPORTS, BELOW PARTITION WALLS, AND AT MIDSPAN OF JOISTS SPANNING GREATER TH AN 10 FEET.

17. SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND/OR BLOCKING OR OTHERWISE FRAME POSTS TH ROUGH FLOOR SYSTEMS.

18. FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10 FEET.

19. NOTCHING OR CUTTING STUDS TO CLEAR ANCHOR BOLTS IS NOT PERMITTED. STUDS SHALL HAVE FULL BEARING ON THE SILL PLATE.

20. LET -IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING O N ANY WALL FRAME. STEEL

STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS AR E AN ACCEPTABLE ALTERNATIVE.

21. WHERE POSTS ARE SPECIFIED WITH CAPS AND/OR BASES, T HE LOAD SHALL BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONL Y.

22. DO NOT CUT, BORE, COUNTERSINK OR NOTCH WOOD MEMBERS EXCEPT WHERE EXPLICITY SHOWN IN THE DETAILS.

23. HOLDOWNS SHALL BE INSTALLED 1/2" MINIMUM ABOVE THE PLATE TO ALLOW FOR TIGHTENING OF THE ANCHOR BOLT. THE HOLDOWN SHALL BE INSTALLED TIGHT TO THE POST WITHOUT FILLERS. DO NOT BEND HOLDOWN ANCHORS. TIGHT EN ANCHORS PER MANFACTURERS RECOMMENDATIONS PRIOR TO COVERING THE WALL FRAMING.

IV. MECHANICAL AND ADHESIVE ANCHORS

1. ADHESIVE ANCHORS AND DOWELS INSTALLED INTO CONCRETE :

A. "SET -XP ” BY SIMPSON STRONG TIE (ESR#2508)
B. "HIT -RE 500 -SD" BY HILTI, INC. (ESR#2322)
C. "PURE110+BY DEWALT (ESR -3298)

2. ADHESIVE ANCHORS AND DOWELS INSTALLED INTO GROUT -FILLED CMU:

A. "EPOXY SET -TIE SET ” BY SIMPSON STRONG TIE (ESR#1772) B. "HIT HY -270" BY HILTI, INC. (ESR#4143)
C. "AC100+GOLD" BY DEWALT (ESR -3200)

3. ADHESIVE ANCHORS AND DOWELS INSTALLED INTO UNREINFO RCED BRICK MASONRY (URM):

A. "EPOXY SET -TIE SET ” BY SIMPSON STRONG TIE (ESR#1772) B. "HIT HY -270" BY HILTI, INC. (ESR#4143)
C. "AC100+GOLD" BY DEWALT (ESR -4105)

4. EXPANSION ANCHORS INSTALLED INTO CONCRETE OR GROUT -FILLED CMU:

A. "STRONG -BOLT 2" BY SIMPSON STRONG -TIE (ESR#3037)
B. "KWIK BOLT TZ2 ” BY HILTI, INC. (ESR#4266)
C. "POWER -STUD+SD2" BY DEWALT (ESR -2502)
VIII. STRUCTURAL LUMBER

1. ALL STRUCTURAL SAWN LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE WWPA OR WCLIB WITH THE FOLLOWING MINIMUM GRADES, UNLESS NOTED OTHERWISE:

A. 2X OR 3X STUDS: NO. 2
B. 4X AND LARGER POSTS OR STUDS: NO. 1
C. 2X OR 3X JOISTS: NO. 2
D. 4X AND LARGER BEAMS OR JOISTS, CONCEALED: NO. 1
E. 4X AND LARGER BEAMS OR JOISTS, EXPOSED: SELECT STRU CTURAL

2. ALL STRUCTURAL COMPOSITE LUMBER (SCL) OR ENGINEERED LUMBER SHALL BE AS FOLLOWS:

A. I-JOISTS: TJI JOISTS MANUFACTURED BY WEYERHAUSER (ESR -1153) B. LSL: TIMBERSTRAND LSL MANUFACTURED BY WEYERHAUSER (ESR -1387) C. LVL: MICROLLAM LVL (2.0E) MANUFACTURED BY WEYERHAUSER (ESR -1387) D. PSL: PARALLAM PSL (2.0E) MANUFACTURED BY WEYERHAUSER (ESR -1387) E. SUBSTITUTION OF PRODUCTS LISTED ABOVE SHALL BE SUBM ITTED TO ENGINEER FOR REVIEW AND APPROVAL.

SLAB STEP/ DEPRESSION

SLOPE UP

SLOPE DOWN
RIDGE
VALLEY

REVISION NUMBER

ELEVATION

SECTION MARK

ELEVATION MARK

GRID BUBBLE
1 0
S301
0 S201

SLAB THICKNESS
CHANGE
DETAIL MARK 0
S501

GENERAL NOTES

OWSJ OPEN WEB STEEL
JOIST

PERP PERPENDICULAR

PJP PARTIAL JOINT

PENETRATION

PL PLATE

PLF POUNDS PER LINEAR
FOOT

PLYWD PLYWOOD

PSF POUNDS PER SQUARE
FOOT

PSI POUNDS PER SQUARE
INCH

R RADIUS

REF REFER, REFERENCE

REINF REINFORCED,

REINFORCEMENT

REM REMAINDER

REQ'D REQUIRED
REQ'MT
S,
REQMTS

REQUIREMENTS

REV REVISION

SAD SEE ARCHITECTURAL

DRAWINGS

SC SLIP CRITICAL

SCHED SCHEDULE

SCJ SAWN CONTROL JOINT

SECT SECTION

SF SQUARE FEET

SHT SHEET

SHT'G SHEATHING

SIM SIMILAR

SOG SLAB ON GRADE

SPA SPACES, SPACING

SQ SQUARE

SSH SHORT SLOTTED HOLE

STD STANDARD

STL STEEL

STRUCT STRUCTURE,

STRUCTURAL

SUPP SUPPORT

T&B TOP AND BOTTOM

TEMP TEMPORARY

THK THICK

TO TOP OF

TOC TOP OF CONCRETE

TOF TOP OF FOUNDATION

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOSC TOP OF STRUCTURAL

CONCRETE

TOSL TOP OF SLAB

TOT TOTAL

TOW TOP OF WALL

TYP TYPICAL

UON UNLESS OTHERWISE
NOTED

V, VERT VERTICAL

VIF VERIFY IN FIELD

W WIDE FLANGE

W/ WITH

W/O WITHOUT

WB WIND BRACE

WBBP WIND BRACE

BASEPLATE

WHSS WELDED HEADED

STEEL STUD

WP WORKING POINT,

WORK POINT

WRT WITH RESPECT TO

WT WEIGHT

WWF WELDED-WIRE FABRIC

YD YARD

ES EACH SIDE

EW EACH WAY
EXIST,
(E)

EXISTING

EXT EXTERIOR

FD FLOOR DRAIN
FDN,
FNDN

FOUNDATION

FF EL FINISH FLOOR

ELEVATION

FN FIELD NAILING

FOA FACE OF ANGLE

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FT FEET

FTG FOOTING
Fy YIELD STRESS

GA GAGE, GUAGE

GALV GALVANIZED

GB GRADE BEAM

GLB GLUED-LAMINATED
BEAM

GT GIRDER TRUSS

H, HORIZ HORIZONTAL

HC HOLLOW CORE

HI HIGH

HK HOOK

HSS HOLLOW STRUCTURAL
STEEL

IN INCHES

INFO INFORMATION

INT INTERIOR

JST JOIST

JT JOINT
K KIPS

KB KNEE BRACE

L ANGLE

LB POUND

LF LINEAR FOOT

LG LENGTH

LLBB LONG LEG BACK TO
BACK

LLH LONG LEG

HORIZONTAL

LLV LONG LEG VERTICAL
LO LOW

LT WT LIGHTWEIGHT

LVL LEVEL

MAX MAXIMUM

MC MOMENT CONNECTION

MCJ MASONRY CONTROL
JOINT

MECH MECHANICAL

MEZZ MEZZANINE
MFR,
MANUF

MANUFACTURER

MID MIDDLE

MIL MILLIMETER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

N NORTH

NA NOT APPLICABLE

NDT NON-DESTRUCTIVE

TESTING

NEW, (N) NEW

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE
# POUND
& AND
@ AT

AB ANCHOR BOLT

ACS ALL COMMON SIDES

ADDL ADDITIONAL

AESS ARCHITECTURALLY

EXPOSED

STRUCTURAL STEEL

ALT ALTERNATE
ARCH,
ARCH'L

ARCHITECT,

ARCHITECTURAL

BL BRICKLEDGE

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BN BOUNDARY NAILING

BO BOTTOM OF

BOB BOTTOM OF BEAM

BOD BOTTOM OF DECK

BOS BOTTOM OF STEEL
BOT,
BOTT
BOTTOM

BP BASE PLATE

BRBF BUCKLING

RESTRAINED BRACED
FRAME

BRG BEARING

BTWN BETWEEN

C CHANNEL

CB CONCRETE BEAM

CC CARRIED COLUMN

CEN CENTER

CFMF COLD-FORMED METAL

FRAMING

CIP CAST IN PLACE

CJ CONTROL JOINT

CJP COMPLETE JOINT

PENETRATION

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY
UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECT,

CONNECTION

CONT CONTINUOUS

CTR CENTERED

CWI CERTIFIED WELDING

INSPECTOR

D, DIA DIAMETER

DBA DEFORMED BAR
ANCHOR

DBL DOUBLE

DEF DEFORMED,

DEFINITION

DEFL DEFLECTION
DET,
DTL
DETAIL

DIAG DIAGONAL

DN DOWN

DWG DRAWING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

EN EDGE NAILING

EOR ENGINEER OF RECORD

EOS EDGE OF SLAB

EQ EQUAL

EQ SPA EQUAL SPACE

ABBREVIATIONS

SYMBOLS
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

ORIGINAL SHEET - ANSI D
stn_arch_201422690.rvt
Title
Issued/Revision By Appd YYYY.MM.DD
Client/Project Logo Notes
1 2 3 4 5
A
B
C

PRELIMINARY

NOT FOR

CONSTRUCTION
Not for permits, pricing or other official
purposes. This document has not been
completed or checked and is for general
information or comment only.

Permit/Seal Consultant
YYYY.MM.DD Dsgn. Chkd. Dwn.

Revision
Project No. Scale
Drawing No.

PLAN CHECK SUBMITTAL
1/27/2022 11:18:36 AM
As indicated
Gardena Transit Administration and
Operations Building - Dispatch Suite
Remodel
The City of Gardena GTrans
13999 S. Western Ave. Gardena, CA 90249
<Pick location in Project Information>

GENERAL NOTES

OFFICE LEGAL ENTITY
523 West 6th Street Suite 1200
OFFICE ADDRESS LINE 2
Los Angeles, CA 90014-1218
Tel: (213) 955-9775 • www.stantec.com
MM AF AF 17.09.28
2014226900
S-001

ISSUE FOR BID

YYYY.MM.DD
2022.07.06

ISSUE FOR BID

NOT FOR CONSTRUCTION
2 A
C
B
1 (E) W14x34
(E) BF
(E) W14x34
(E) 3 1/2x11 7/8 PSL
(E) 11 7/8" TJI L65 JOIST
@ 16" O.C., TYP.
5 1/4"x14 PSL
(E) 3 1/2x11 7/8 PSL
(E) DBL. JOIST
@ MECH
EQUIP
(E) 4x8
(E) 4x8
(E) 4x8
(E) 5 1/4x18
PSL
(E)2x8
(E) DBL JOIST
(E) 3 1/2x11 7/8 PSL
(E) 3 1/2x
11 7/8 PSL
(E) 3 1/2x11 7/8 PSL
NEW RTU -1 WT. = 1500 LBS
PER MEP DRAWING.

SEE 2/S -201 FOR
ANCHORAGE DETAIL.
(N) 4X8 ALONG THE ROOF
CURB PERIMETER, TYP.

SEE 2/S -201 FOR DETAIL.
(E)11 7/8" TJI L65 JOIST,
V.I.F.
(N) OPENING PER MEP DRAWING.

SEE 3/S -201 FOR DETAIL.
(E) 11 7/8" TJI L65 JOIST
@ 16" O.C.
(E) 11 7/8" TJI
L65 @ 16" O.C.

PREFABRICATED ROOF
CURB BY MANUF.
(N) RTU PER PLAN

RIGID INSULATION
(BY MANUF.)
1/4" DIA x 5" LONG LAG SCREWS @ 12" OC MAX AND
3" FROM ENDS ALONG THE PERIMETER OF THE CURB.
(8) LAG SCREWS MIN. IN EACH LONG SIDE AND (5) LAG
SCREWS MIN. IN EACH SHORT SIDE.

SIMPSON 'IUS'

CONNECTOR
1"x2 -5/16" PS1 OR PS2 (FACE
GRAIN VERTICAL) FILLER BLK.

AT EACH SIDE W/ (3) 8d
(N) 4x8 BLOCKING
(E) TJI JOIST (SEE PLAN)

WHERE OCCURS
(E) PLYWOOD
32" MAX.
5' - 0" MAX.
8d @ 4" O.C. EDGE NAILING
CS16 STRAP
2x BLOCKING UNDER STRAP
FILED VERIFY (E) MEMBER.

PROVIDE JOIST HANGER
PER TABLE, TYP.
(E) JOIST PER PLAN
TWO BAY MIN.

NOTE:

1. CONTACT EOR IF OPENING IS LARGER THAN THE OPENIN G SIZE INDICATED IN THIS DETAIL.

2. (N) 4X12 CAN BE OMITTED IF (E) JOISTS OCCURS ADJ ACENT TO THE OPENING. (N) 4X12, SEE NOTE 2
(N) 4X12, SEE NOTE 2
(N) 4X12, SEE NOTE 2
(N) 4X12, SEE NOTE 2

CONNECTING MEMBER TOP MOUNT FACE MOUNT
TJI "I" (SKEWED / SLOPED)
(2) TJI "I" (SKEWED / SLOPED)
2x
( 2 ) 2x
( 3 ) 2x
3x OR GREATER
GLB ( SMALLER THAN 7 1/2)
PSL
2x SLOPED
LBV: USE WITH WEB STIFFENER AT JOIST END
HGUS: NO SKEWED AND SLOED

ITT ( LBV )

LBV ( LBV )
JB
WNP
HU -TF
WM
GLTV
GLTV
LBV

IUS ( U )

U ( U )
U
HU -2
HU -3
HU
HGUS

HGUS OR HHUS

OR HUCQ
LSSU
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

ORIGINAL SHEET - ANSI D
stn_arch_201422690.rvt
Title
Issued/Revision By Appd YYYY.MM.DD
Client/Project Logo Notes
1 2 3 4 5
A
B
C

PRELIMINARY

NOT FOR

CONSTRUCTION
Not for permits, pricing or other official
purposes. This document has not been
completed or checked and is for general
information or comment only.

Permit/Seal Consultant
YYYY.MM.DD Dsgn. Chkd. Dwn.

Revision
Project No. Scale
Drawing No.

PLAN CHECK SUBMITTAL
1/28/2022 1:12:56 PM
As indicated
Gardena Transit Administration and
Operations Building - Dispatch Suite
Remodel
The City of Gardena GTrans
13999 S. Western Ave. Gardena, CA 90249
<Pick location in Project Information>

PARTIAL (E) ROOF FRAMING PLAN

OFFICE LEGAL ENTITY
523 West 6th Street Suite 1200
OFFICE ADDRESS LINE 2
Los Angeles, CA 90014-1218
Tel: (213) 955-9775 • www.stantec.com
Author Checker Designer 07/22/21
2014226900
S-201
1/4" = 1'-0" S-201
1 (E) ROOF FRAMING PLAN
NTS S-201
2 NEW RTU ANCHORAGE DETAIL
NTS S-201
3 (N) OPENING ON (E) ROOF
NTS S-201
4 HANGER TABLE

ISSUE FOR BID

YYYY.MM.DD
2022.07.06

ISSUE FOR BID

NOT FOR CONSTRUCTION
C.G. WT. =
212 LBS
VARIES 19" TO 46"
EQ EQ

8.15"
5" OR
EQ EQ
16"

7.2" OR 9.149"
(4) #14 SMS
5" OR 8.15"

TRACK BACKING PL PER
1/S -701, T&B. EXTEND

BACKING ONE STUD

BEYOND THE END ANCHOR
POTINT. (2) STUDS MIN.
(E) 5/8" GYP
BOARD
6"
C.G. WT. =
212 LBS MAX

MOUNTING BRACKET
BY MFR

PLAN AT WALL PLATE SIDE VIEW
(E) WALL STUD 18GA MIN.

NOTES:

1. INFORM SEOR BEFORE INSTALLATION IF ONE OF THE FO LLOWINGS OCCURS:
a. THE TOTAL WEIGHT INCLUDING THE MONITOR AND THE B RACKET OVER THE MAX WEIGHT. b. THE ANCHOR SPACING SMALLER THAN THE SPECIFIED SP ACING. (2) #10 SCREWS

EACH STUD
6" x 16 GA TAUT

FLAT STRAP

FRAMED WALL, SEE

PLAN FOR SIZE &

SPACING
FINISH

SURFACE
NOTES:

1. STRAP AND/OR TRACK TO EXTEND OVER (3) STUDS MIN IMUM.

2. FLAT STRAP BACKING TO BE USED FOR COMPONENT LOA DS OF MAXIMUM 20 PLF OR 50 LB POINT LOAD AT CENTER.

3. TRACK BACKING TO BE USED FOR COMPONENT LOADS OF MAXIMUM 50 PLF OR 250 LB POINT LOAD AT CENTER.

FLAT STRAP BACKING
METAL

STUD, TYP
600T150 -54 UNPUNCHED

CONTINUOUS TRACK,

CLIP FLANGES AT EA STUD
(4) #10 SCREWS AT EACH STUD

TRACK BACKING VERTICAL TRACK BACKING
600T150 -54 UNPUNCHED

CONTINUOUS TRACK,

CLIP FLANGES AT EA STUD
(4) #10 SCREWS AT

EACH STUD
600T150 -54 UNPUNCHED

CONTINUOUS VERTICAL

TRACK, CLIP FLANGES AT EA
END
(4) #10 SCREWS

VERTICAL TRACK TO

HORIZONTAL TRACK

VERTICAL TRACK BACKING - ALTERNATE
6" x 16 GA 1 -1/2" FLANGE

METAL TRACK ATTACHED TO
STUDS W/ #10 SMS @ 1" OC
2' -0" MIN
NTS S-701
2 MONITOR ANCHORAGE DETAIL
NTS S-701
1 BACKING SUPPORT
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

ORIGINAL SHEET - ANSI D
stn_arch_201422690.rvt
Title
Issued/Revision By Appd YYYY.MM.DD
Client/Project Logo Notes
1 2 3 4 5
A
B
C

PRELIMINARY

NOT FOR

CONSTRUCTION
Not for permits, pricing or other official
purposes. This document has not been
completed or checked and is for general
information or comment only.

Permit/Seal Consultant
YYYY.MM.DD Dsgn. Chkd. Dwn.

Revision
Project No. Scale
Drawing No.

EQUIPMENT ANCHORAGE

OFFICE LEGAL ENTITY
523 West 6th Street Suite 1200
OFFICE ADDRESS LINE 2
Los Angeles, CA 90014-1218
Tel: (213) 955-9775 • www.stantec.com
Author Checker Designer 07/27/21
2014226900
S-701

ISSUE FOR BID

YYYY.MM.DD
2022.07.06

ISSUE FOR BID

NOT FOR CONSTRUCTION

GRAPHIC LEGEND

COLUMN GRID LINE

ELEVATION

ELEVATION NUMBER

SHEET WHERE IT IS SHOWN

EXTERIOR

BUILDING SECTION

SECTION NUMBER

SHEET WHERE IT IS SHOWN

WALL SECTION

SECTION NUMBER

SHEET WHERE IT IS SHOWN

DETAIL CALLOUT

DETAIL NUMBER

SHEET WHERE IT IS
SHOWN

NORTH ARROW
1t
101
A1
A-101
A1
A-101
A1
A-101
A1
A-101
A1
A-101
A1
A-101

INTERIOR

ROOM TAG

DOOR TAG

PARTION/WALL TYPE

FINISH TAG

KEYNOTE
1i WINDOW/LOUVER TYPE
1 REVISION
XX

ROOM NAME
A101

GLAZING AND

TRANSLUCENT PANEL

SYSTEM TAG
SF - 1
?
?
N
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

ORIGINAL SHEET - ANSI D
stn_arch_201422690.rvt
Title
Issued/Revision By Appd YYYY.MM.DD
Client/Project Logo Notes
1 2 3 4 5
A
B
C
Permit/Seal Consultant
YYYY.MM.DD Dsgn. Chkd. Dwn.

Revision
Project No. Scale
Drawing No.

ISSUE FOR BID
1/8" = 1'-0"
Gardena Transit Administration and
Operations Building - Dispatch Suite
Remodel
The City of Gardena GTrans
13999 S. Western Ave. Gardena, CA 90249

ABBREVIATIONS & ARCHITECTURAL

GENERAL NOTES
Stantec Architecture Inc.
801 S. Figueroa St., Suite 300
Los Angeles, CA 90017
Tel: (213) 955-9775 • www.stantec.com
BKZ WT BKZ 2022.07.06
2014226901
A-001

ABBREVIATIONS

SB SPLASH BLOCK

SCHED SCHEDULE / SCHEDULED

SCHEM SCHEMATIC

SCP SCUPPER

SCWD SOLID CORE WOOD DOOR

SEC SECOND

SECT SECTION

SF SQUARE FOOT / SQUARE FEET / SUPPLY FAN

SGL SINGLE

SHT SHEET

SHT MTL FLASH SHEET METAL FLASHING

SHTHG SHEATHING

SIM SIMILAR

SLNT SEALANT

SM SHEET METAL / SMALL / SURFACE MOUNTED

SMACNA SHEET METAL AIR CONDITIONING CONTRACTOR'S NAT IONAL

ASSOCIATION

SPEC SPECIFICATION(S)

SPLY SUPPLY

SPRT SUPPORT

SQ SQUARE

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STOR STORAGE

STRUCT STRUCTURAL

SURF SURFACE

SUSP SUSPENDED

SYMM SYMMETRICAL

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

TEL TELEPHONE

TEMP TEMPERATURE / TEMPORARY

TERR TERRAZZO

THK THICK / THICKNESS

THRES THRESHOLD

THRU THROUGH

TMPD GL TEMPERED GLASS
TO TOP OF ____

TOC TOP OF CONCRETE / TOP OF CURB

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOP TOP OF PARAPET / TOP OF PAVEMENT

TOS TOP OF STEEL / TOP OF SLAB

TOW TOP OF WALL

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UBC UNIFORM BUILDING CODE

UC UNDERCUT

UL UNDERWRITER'S LABORATORIES

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITY

VAR VARIES

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST / WIDTH / WIDE

W/ WITH

W/O WITHOUT

WBL WOOD BLOCKING

WC WATER CLOSET / WALL COVERING

WD WOOD / WOOD DOOR

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WATER HEATER / WEEP HOLE

WP WATERPROOFING / WORKING POINT

WR WATER RESISTANT / WEATHER RESISTANT

WT WEIGHT

WWF WELDED WIRE FABRIC

YD YARD / YARDS

ABBREVIATIONS

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

ML METAL LATH

MO MASONRY OPENING

MOD BIT MODIFIED BITUMEN

MR MOISTURE RESISTANT

MS MOP SINK

MTD MOUNTED

MTL METAL

MULL MULLION

N NORTH

N/A NOT APPLICABLE

NCOMBL NONCOMBUSTIBLE

NEG NEGATIVE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O/O OUT TO OUT

OA OVERALL / OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER / OUTSIDE DIMENSION

OF OUTSIDE FACE

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OF/OI OWNER FURNISHED/OWNER INSTALLED

OFF OFFICE

OH OPPOSITE HAND / OVERHEAD / OVERHANG

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

ORN ORNAMENTAL

ORS OVERFLOW ROOF SCUPPER

PAT PATTERN

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PERF PERFORATED

PERM PERMANENT

PL PLATE / PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER / PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

POL POLISHED

PR PAIR / PIPE RAIL

PREFAB PREFABRICATED

PREFIN PREFINISHED

PRELIM PRELIMINARY

PREP PREPARATION

PROJ PROJECT

PT PAINT / PRESSURE TREATED

PT CONC POST TENSION CONCRETE

PTD PAINTED / PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QT QUARRY TILE

QTY QUANTITY

R RADIUS / RISER

RA RETURN AIR

RB RUBBER BASE / RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCED STEEL BAR

REC RECESSED

REF REFERENCE / REFRIGERATOR

REINF REINFORCED / REINFORCEMENT

REM REMOVE

REQD REQUIRED

REV REVISION

RGD INS RIGID INSULATION

RH RIGHT HAND

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RP REFERENCE POINT

RTG RATING

RTU ROOF TOP UNIT

RVL REVEAL

S SOUTH

SALV SALVAGE

SAN SANITARY

ABBREVIATIONS

EL EASEMENT LINE

ELEC ELECTRIC / ELECTRICAL

ELEV ELEVATOR / ELEVATION

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER / ENGINEERING

EOS EDGE OF SLAB

EPDM ETHYLENE PROPYLENE DIENE MONOMOR

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EST ESTIMATE

ETC ET CETERA

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPOSED / EXPAND / EXPANSION

EXT EXTERIOR / EXTERNAL / EXTINGUISHER

F / F FACE TO FACE

F F EL FINISHED FLOOR ELEVATION

FA FIRE ALARM / FACE AREA / FRESH AREA

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FDTN FOUNDATION

FDV FIRE DEPARTMENT VALVE CABINET

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF INSUL FOIL BACKED INSULATION

FFE FINISHED FLOOR ELEVATION

FH FIRE HYDRANT / FIRE HOSE

FHC FIRE HOSE CABINET

FIN FINISH

FIN GR FINISHED GRADE

FIXT FIXTURE

FL FLOW LINE / FLOOR LINE

FLR FLOOR / FLOORING

FLUOR FLUORESCENT

FR FRAME / FIRE RATED / FIRE RETARTANT

FT FOOT / FEET / FIRE TREATED / FULLY TEMPERED

FTG FOOTING

FURG FURRING

FURN FURNISH / FURNITURE

FUT FUTURE

FVC FIRE VALVE CABINET

GA GAGE

GAL GALLONS

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL / GENERATOR

GI GALVANIZED IRON

GL GLASS / GROUND LEVEL

GLZ GLAZING

GND GROUND

GYP BD GYPSUM BOARD
GYP SHTG GYPSUM SHEATHING BOARD.

HC HANDICAPPED ACCESSIBLE / HOLLOW CORE

HD HEAD / HEAVY DUTY

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT / HORSEPOWER / HIGH PRESSURE

HT HEIGHT

HVAC HEATING VENTILATION AND AIR CONDITIONING

HW HOT WATER

HWH HOT WATER HEATER

ID INSIDE DIAMETER / INTERIOR DESIGN

IF INSIDE FACE / INTAKE FAN

IN INCHES

INCAND INCANDESCENT

INCL INCLUDING

INSTL INSTALL

INSUL INSULATE / INSULATION

INT INTERIOR / INTERNAL

INV INVERT

INV EL INVERT ELEVATION

J BOX JUNCTION BOX

JAN JANITOR

JAN CLO JANITOR CLOSET

JT JOINT

KIT KITCHEN

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

LH LEFT HAND

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LPT LOW POINT

LT LIGHT

LTG LIGHTING

LVR LOUVER

MAINT MAINTENANCE

ABBREVIATIONS

AB ANCHOR BOLT

ACT ACOUSTICAL TILE

ADJ ADJACENT/ADJUSTABLE

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AHU AIR HANDLING UNIT
ALT ALTERNATE NO.

ALUM ALUMINUM

ANOD ANODIZED

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATELY

ARCH ARCHITECT

ASSY ASSEMBLY

AUTO AUTOMATIC/AUTOMATION

AVG AVERAGE

AWI AMERICAN WOODWORKING INSTITUTE

AWT ACCOUSTICAL WALL TREATMENT

B/B BACK TO BACK

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BLST BALLAST

BM BEAM/BENCH MARK
BO BOTTOM OF ____

BOD BASIS OF DESIGN

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

C / C CENTER TO CENTER

CAB CABINET

CB CATCH BASIN

CBB CEMEMTITOUS BACKER BOARD

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CUBIC FOOT / FEET

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFF COLD FORMED FRAMING

CFLG COUNTER FLASHING

CG CORNER GUARD

CIP CAST IN PLACE

CJ CONTROL JOINT / CONTRACTION JOINT

CL CENTERLINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CLT CLEAT

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONST CONSTRUCTION

CONT CONTINUE / CONTINUATION / CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COP COPING

CORR CORRIDOR

CPT CARPET

CSK COUNTER SUNK

CT CERAMIC TILE

CTR CENTER

CU FT CUBIC FOOT / CUBIC FEET

CU YD CUBIC YARDS

CW COLD WATER

D DEPTH / DEEP

DBL DOUBLE

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DET DETAIL

DETN DETENTION

DEV DEVELOPED

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DMPF DAMPPROOFING

DN DOWN

DR DOOR / DRAIN

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING
E EAST

EA EACH

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL REFERENCE ELEVATION

GENERAL NOTES
1 THE FOLLOWING GENERAL NOTES APPLY TO THE ENTIRE SET OF DRAWINGS AND ARE NOT SPECIFIC TO ANY ONE DISCIPLINE.
2 IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF ALL

SUB-CONTRACTORS, TRADES AND SUPPLIERS WITH REQUIREMENTS OF THE CONTRACT BEFORE

COMMENCING CONSTRUCTION, AND ASSURE THAT ALL PARTIES ARE AWARE OF ALL REQUIREMENTS,

REGARDLESS OF WHERE THE REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE WORK OF THAT PARTY.
3 THE WORK DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY THE WORK DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE AND MAY REQUIRE CROSS REFERENCE. PARTIAL

SETS OF DRAWINGS ARE INCOMPLETE AND SHOULD NOT BE DISTRIBUTED OR UTILIZED BY THE CONTRACTOR.
4 THE DRAWINGS AND SPECIFICATIONS ESTABLISH MINIMUM REQUIREMENTS FOR THE DESIGN AND CONSTRUCTION OF THE PROJECT.
5 ARCHITECT IS NOT RESPONSIBLE FOR ACCURACY OF EXISTING CONDITIONS SHOWN IN THESE DOCUMENTS. GC SHALL CONTACT ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES OCCUR IN THE FIELD.
6 THE DRAWINGS IN THIS SET ARE DIAGRAMMATIC AND ILLUSTRATE THE INTENT OF THE DESIGN. 7 THE CONTRACTOR SHALL IDENTIFY AND NOTIFY IN WRITING TO THE ARCHITECT CONFLICTS BETWEEN

THE WORK OF DIFFERENT PARTIES, AND DISCREPANCIES BETWEEN THE DOCUMENTS AND THE ACTUAL

CONDITIONS AT THE EARLIEST POSSIBLE DATE SO AS TO ALLOW REASONABLE AND ADEQUATE TIME FOR THE CONFLICT TO BE RESOLVED WITHOUT DELAYING THE WORK. ALL DEVIATIONS FROM THAT WHICH IS

REQUIRED BY THE CONTRACT DOCUMENTS MUST BE APPROVED IN ADVANCE BY THE ARCHITECT AND OWNER PRIOR TO PROCEEDING.
8 THE GENERAL NOTES, SYMBOLS AND DEFINITIONS APPLICABLE TO EACH DISCIPLINE CAN BE FOUND AT THE FRONT OF EACH DISCIPLINE’S SET OF DRAWINGS AND IS LISTED AS PART OF THE OVERALL PROJECT INDEX OF DRAWINGS.
9 BASIC FIRE PROTECTION AND EXITING CONCEPTS ARE ILLUSTRATED BY THE LIFE SAFETY AND CODE PLANS ON THE ‘G’ SERIES SHEETS. THE CONTRACTOR SHALL BE FAMILIAR WITH REQUIREMENTS AND

CONSTRUCTION SHALL BE IN COMPLIANCE WITH REFERENCED FIRE RATED ASSEMBLY TESTS AND STANDARDS.
10 THE ARCHITECTURAL DRAWINGS ESTABLISH, COORDINATE, AS WELL AS TAKE PRECEDENCE FOR THE

FINISHED APPEARANCE AND EXACT LOCATION OF ALL EXPOSED ELEMENTS OF THE WORK OF ALL

TRADES, INCLUDING THAT WORK WHICH IS ILLUSTRATED PRIMARILY ON DRAWINGS OF OTHER DISCIPLINES.
11 THE DRAWINGS MAY MAKE REFERENCE TO AND/OR ILLUSTRATE ITEMS WHICH ARE NOT PART OF THE WORK OF THE CONTRACT. THESE ‘NOT IN CONTRACT’ ITEMS AS INDICATED ARE REFERENCED AND/OR ILLUSTRATED FOR THE CONTRACTORS REFERENCE, INFORMATION AND COORDINATION ONLY. 12 THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL APPLICABLE LAWS, CODES, REGULATIONS AND ORDINANCES OF THE PLACE (CITY, COUNTY, DISTRICT, AND STATE) WHERE THE PROJECT IS LOCATED. 13 THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND SIMILAR RELEASES REQUIRED FOR THE CONSTRUCTION AND OCCUPANCY OF THE PROJECT. THE CONTRACTOR SHALL FURNISH COPIES OF ALL SUCH ITEMS TO THE OWNER AND ARCHITECT WITHIN 10 DAYS OF RECEIPT OF SUCH ITEMS. IF PERMITS

ARE ISSUED SUBJECT TO CERTAIN CONDITIONS OR REVISIONS TO THE WORK OR IF PERMITS ARE

DELAYED FOR ANY REASON, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND ARCHITECT.
14 THE CONTRACTOR SHALL COORDINATE AND OBTAIN ALL REQUIRED INSPECTIONS OF WORK, INCLUDING THAT PERFORMED BY OWNER. CONTRACTOR SHALL REGULARLY UPDATE OWNER AND ARCHITECT REGARDING THE STATUS OF INSPECTIONS.
15 THE CONTRACTOR SHALL TAKE PRECAUTIONS TO MAINTAIN AND PROTECT NEW WORK AS WELL AS EXISTING SYSTEMS AND ELEMENTS WHICH ARE TO REMAIN. ANY DAMAGE TO SUCH SYSTEMS AND ELEMENTS SHALL BE IMMEDIATELY REPAIRED IN A MANNER ACCEPTABLE TO THE ARCHITECT. IF

SATISFACTORY REPAIRS CANNOT BE MADE, THE CONTRACTOR SHALL REPLACE SYSTEMS AND ELEMENTS WITH NEW PRODUCTS ACCEPTABLE TO THE ARCHITECT. ALL REPAIRS AND REPLACEMENT COSTS SHALL BE THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR.
16 THE CONTRACTOR SHALL COORDINATE ALL WORK WITH APPLICABLE UTILITY PROVIDERS. 17 THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL CHASE SIZES WITH MECHANICAL SUB-CONTRACTOR AND NOTIFY ARCHITECT WITH DISCREPANCIES IN THE FIELD. 18 THE DRAWINGS SHALL NOT BE REPRODUCED FOR SUBMITTALS. DRAWINGS OR PORTIONS THEREOF USED

FOR SUBMITTALS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR WITHOUT THE APPROVAL OF THE ARCHITECT.
19 THE CONTRACTOR SHALL PROVIDE AND COORDINATE ALL BLOCK-OUTS, SLEEVES, INSERTS, BOLTS, PLATES, ETC. FOR ALL TRADES PRIOR TO PLACING CONCRETE OR MASONRY. 20 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS, METHODS AND SEQUENCES OF CONSTRUCTION.
21 THE CONTRACTOR SHALL PROMPTLY REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION AND DEMOLITION DEBRIS. THE CONTRACTOR SHALL OBTAIN APPROVAL OF OWNER FOR DETAILS RELATED TO ALL SITE ACCESS AND REMOVAL PLANS.
22 THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND COMPLY WITH OWNER’S PROCEDURES FOR MAINTAINING A SECURE SITE AND BUILDING.
23 EACH INSTALLER SHALL EXAMINE THE SUBSTRATE CONDITION AND/OR SITE CONDITIONS WHICH AFFECT THE QUALITY OF EACH PRODUCT TO BE INSTALLED. IF ANY CONDITIONS EXIST WHICH WILL HAVE A

DETRIMENTAL EFFECT ON THE QUALITY OF THE INSTALLATION, THE INSTALLER SHALL IMMEDIATELY ADVISE THE CONTRACTOR. INSTALLATION SHALL NOT PROCEED UNTIL THE UNSATISFACTORY CONDITIONS ARE CORRECTED. INSTALLATION OF PRODUCTS SHALL SIGNIFY ACCEPTANCE BY THE INSTALLER OF THE SUBSTRATE CONDITIONS.
24 THE CONTRACTOR SHALL MAINTAIN A CURRENT/UPDATED RECORD OF DRAWINGS ON SITE AT ALL TIMES. 25 FOR THE PURPOSE OF PRICING/ESTIMATES, WHEN THERE IS A CONFLICT/DISCREPANCY IN THE DRAWINGS AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL PRICE THE HIGHER COST ITEM. 26 CONTRACTOR AND SUBCONTRACTOR SHALL NOT SCALE CONSTRUCTION DOCUMENTS. 27 ALL FINISH MATERIALS SHALL CONFORM TO C.B.C. FOR FLAME SPREAD AND SMOKE DEVELOPMENT, REFER TO SPECIFIC MATERIAL SPECIFICATION SECTION FOR ADDITIONAL REQUIREMENTS. 28 THE CONTRACTOR SHALL COORDINATE INFORMATION THAT IS PART OF ONE OR MORE SEPARATE BID PACKAGES WITH ADDITIONAL INFORMATION ISSUED IN THE BID PACKAGE. THE MULTIPLE BID PACKAGES SHALL CONSTITUTE A COMPLETE PROJECT.
29 THE CONTRACTOR SHALL COORDINATE ALL LOCATIONS AND SIZES OF HOUSEKEEPING PADS WITH MECHANICAL AND ELECTRICAL, PLUMBING, AND EQUIPMENT SUB-CONTRACTORS. 30 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A DUST BARRIERS AS NEEDED THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL REVIEW THE PLACEMENT OF NECESSARY DUST BARRIERS WITH THE OWNER.
31 THE CONTRACTOR IS RESPONSIBLE TO COORDINATE THE SHOP DRAWINGS BETWEEN DIFFERENT

DISCIPLINES
05/20/2022

ISSUE FOR BID

NOT FOR CONSTRUCTION

AREA OF WORK

EXIST ADMINISTRATION BUILDING

BUS PARKING

EMPLOYEE

PARKING

VISITOR

PARKING

ACCESSIBLE

PARKING

ACCESSIBLE

PARKING

ACCESSIBLE

PARKING

VISITOR

PARKING
GATE

WESTERN AVE
139TH ST
1 SITE PLAN LEGEND

ACCESSIBLE PATH OF TRAVEL
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

ORIGINAL SHEET - ANSI D
stn_arch_201422690.rvt
Title
Issued/Revision By Appd YYYY.MM.DD
Client/Project Logo Notes
1 2 3 4 5
A
B
C
Permit/Seal Consultant
YYYY.MM.DD Dsgn. Chkd. Dwn.

Revision
Project No. Scale
Drawing No.

ISSUE FOR BID
1" = 20'-0"
1 Gardena Transit Administration and
Operations Building - Dispatch Suite
Remodel
The City of Gardena GTrans
13999 S. Western Ave. Gardena, CA 90249

SITE PLAN (AREA OF WORK)
Stantec Architecture Inc.
801 S. Figueroa St., Suite 300
Los Angeles, CA 90017
Tel: (213) 955-9775 • www.stantec.com
BKZ WT BKZ 2022.07.06
2014226901
A-100
1" = 20'-0" A-100
1 ARCHITECTURAL SITE PLAN
1 Plan Check Revisions BZ PM 05/20/22
05/20/2022

ISSUE FOR BID

NOT FOR CONSTRUCTION
2 A
C
B
1 D

DISPATCH
1 INTERVIEW
5 HALLWAY
15 (EXIST) AV
EQUIP
29 (EXIST) MEN
QUIET
25 (EXIST)

UNIFORM
23 (EXIST) MENS

RESTROOM
SHOWER
22 (EXIST)

DRIVER'S ROOM
20 SUPERVISORS
7 STANDBY
2 VESTIBULE
3 COFFEE BAR
(EXIST) OPS

MANAGER
3 (EXIST)

TRAINING ROOM
30 (EXIST) ELEC
28 (EXIST) MENS

RESTROOM
27 (EXIST) KITCHEN
21 PARA TRANSIT
4 A-201 3 2
SF-1
SF-2 5B
7 20
2 A-201 8
11 A-201
1 W1
5A
4B
4A
3A
W2
4' - 10"
10' - 8 1/2" 7' - 10" 7' - 6"
7' - 6" 5' - 8 3/4"
8' - 5" 11' - 3 1/2"
6' - 11" 7' - 7"
5' - 0"
8' - 8"
E
(EXIST) COMP

SRV DATA COM
70 W4
5 6
77 TYP
1 3B
6' - 11"
2' - 3 1/2"
3' - 0"
F025
11 13
14 1
W3
15 15
15 1
16 VIF
APPROX 6' - 9"
17 3
2 A
C
B
1 D
2 10' - 0"
10' - 0"
9' - 0"
10' - 0"
3 4 4
E
2 TYP
8 TYP
8 9 9
10 13' - 6"
9' - 0"
9' - 0"
9' - 0"
TYP
12 A-602
10 _________________
A-602
10 _________________
A-602
11 _________________
EQ EQ
2 A
C
B
1 D

NEW WALKING PADS

AROUND THE NEW HVAC

UNIT, AS NEEDED

NEW HVAC UNIT
18 18

RCP LEGEND
ACT -1

SUSPENDED LINEAR LED (DOWN)

RECESSED DOWNLIGHT
RECESSED 2x2 LED

ILLUMINATED EXIT SIGN
ACT -2

TO MATCH

EXISTING
GB
RECESSED 2x4 LED

MECHANICAL AIR

DISTRIBUTION - RETURN

MECHANICAL AIR

DISTRIBUTION - SUPPLY

ROOF NOTES

SEE MECHANICAL AND STRUCTURAL DRAWINGS FOR HVAC UNIT ROOF CURB INFO.

CONTRACTOR TO SUBMIT A LETTER FROM ROOF MEMBRANE

MANUFACTURER'S REPRESENTATIVE THAT ROOFING CONTRACTOR IS

ACCEPTABLE TO DO THE ROOF PATCHING WORK AND MAINTAIN THE

EXISTING ROOFING WARRANTY

CONTRACTOR TO EXAMINE/TEST DECK SUBSTRATE CONDITIONS AND FINISHES PRIOR TO DOING WORK.

CONTRACTOR TO PROVIDE PRODUCT DATA & SHOP DRAWING SUBMITTALS FOR THE ARCHITECT AND OWNER'S REVIEW.

CONTRACTOR TO PROVIDE AUXILIARY ROOFING MATERIALS AS
RECOMMENDED BY ROOF MEMBRANE MANUFACTURER. ADHESIVE AND SEALANTS TO COMPLY WITH VOC LIMITS OF GREEN BUILDING CODE.

CONTRACTOR TO INSTALL ROOFING SYSTEM ACCORDING TO ROOFING SYSTEM MANUFACTURER'S WRITTEN INSTRUCTIONS.
a
b
c
d
e
f
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

ORIGINAL SHEET - ANSI D
stn_arch_201422690.rvt
Title
Issued/Revision By Appd YYYY.MM.DD
Client/Project Logo Notes
1 2 3 4 5
A
B
C
Permit/Seal Consultant
YYYY.MM.DD Dsgn. Chkd. Dwn.

Revision
Project No. Scale
Drawing No.

ISSUE FOR BID
1/8" = 1'-0"
3 Gardena Transit Administration and
Operations Building - Dispatch Suite
Remodel
The City of Gardena GTrans
13999 S. Western Ave. Gardena, CA 90249

FLOOR PLAN - RCP - ROOF PLAN
Stantec Architecture Inc.
801 S. Figueroa St., Suite 300
Los Angeles, CA 90017
Tel: (213) 955-9775 • www.stantec.com
BKZ WT BKZ 2022.07.06
2014226901
A-101
1/8" = 1'-0" A-101
1 GROUND FLOOR PLAN
1/8" = 1'-0" A-101
2 RCP
1/8" = 1'-0" A-101
3 ROOF PLAN

GENERAL NOTES

M CONTRACTOR SHALL PROVIDE APPROPRIATE BLOCKING AND FRAMING FOR ALL CEILING

MOUNTED EQUIPMENT, INCLUDING BUT NOT LIMITED TO MECHANICAL GRILLES, DIFFUSERS, ELECTRICAL FIXTURES, SPRINKLER SYSTEMS AND ACCESS DOORS/PANELS.

N REINSTALL ALL EXISTING CEILING MOUNTED DEVICES UNO , INCLUDING BUT NOT LIMITED

TO SECURITY CAMERAS, SMOKE DETECTORS, ALARMS, COMMUNICATION DEVICES, RECEPTACLES, JUNCTION BOXES, ETC.

O EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED WITH 5-FOOT-CANDLES. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES AND WILL BE

CONNECTED TO THE BUILDING POWER AND AN EMERGENCY POWER SOURCE PROVIDING 90 MINUTES OF ILLUMINATION IN CASE OF PRIMARY POWER LOSS.

P FIELD VERIFY THE EXISTING MECHANICAL HOT WATER PIP ING ROUTING AND DEMO EXISTING CEILING AS NEEDED FOR ACCESS. PATCH AND PAINT THE EXISTING CEILING.

R REFER TO A-701 FOR LOCATION AND ELEVATIONS OF THE MONITORS (OF/OI)

S CONTRACTOR SHALL PROVIDE APPROPRIATE BACKING FOR A LL WALL MOUNTED MONITORS, PANELS, ETC.

T REFER TO A-701 FOR LOCATIONS OF MONITORS

U REMOVE AND RE-INSTALL EXISTING ROOM SIGNS

GENERAL NOTES

A DO NOT SCALE DRAWINGS
B REFER TO A-611 FOR DOOR & WINDOW SCHEDULE
B REFER TO A-601 FOR PARTITION TYPES, ALL INTERIOR P ARTITIONS ARE A092 U.N.O.

D REFER TO A-701FOR INTERIOR FINISH SCHEDULE AND LEG END

E PRIOR TO STARTING WORK, THE CONTRACTOR SHALL VERIF Y ALL EXISTING CONDITIONS AND DIMENSIONS ON SITE AND NOTIFY G-TRANS OF ANY DISCREPANCIES IN WRITING.

F ALL MATERIALS AND FINISHES ARE TO COMPLY WITH CURR ENT CALGREEN VOC AND MATERIAL REQUIREMENTS.

J REFER TO GENERAL NOTES OF AD-01 FOR CORING AND PAT CHING OF FLOORS.

K LIGHTS ARE SHOWN FOR REFERENCE ONLY. REFER TO ELEC TRICAL DRAWINGS FOR SPECIFICATION INFORMATION. NEW LIGHTING LOCATIONS TAKE PRECEDENCE OVER ALL OTHER CEILING MOUNTED ITEMS. G.C. SHALL COORDINATE ANY DISCREPANCIES WITH G-TRANS AND ARCHITECT PRIOR TO INSTALLATION.

L INSTALL SPRINKLER HEADS AND DOWNLIGHTS AT CENTER O F GYPSUM BOARD CEILING, U.N.O. CONTRACTOR SHALL MARK ALL LIGHT FIXTURE LOCATIONS AND OBTAIN REVIEW FROM G-TRANS AND ARCHITECT IN THE FIELD PRIOR TO INSTALLATION.

KEYNOTES
11 RELOCATED EXISTING MAILBOX KEY PANEL, EXACT LOCATION TBD BY GTRANS
12 NEW 2'x2' ACT CEILING
13 BULLETIN BOARD, 4'X 4', OF/OI
14 WHITE BOARD, OF/OI
15 TIME DISPLAY, WALL MOUNTED, OF/OI
16 NEW DOOR AND FRAME, SEE DOOR SCHEDULE
17 EXISTING MAIL BOXES RELOCATED
18 FILL-IN AND ADJUST THE SIZE OF EXISTING DUCTWORK OPENINGS AS

NEEDED WITHIN THE CURRENT WARRANTY REQURIEMENTS OF THE

EXISTING ROOF MANUFACTURER

KEYNOTES
1 MONITOR, OF/CI
2 NEW GYPSUM BOARD CEILING
3 NEW 2'x4' ACT CEILING
4 EXISTING ACT GRID TO REMAIN, ALL EXISTING ACOUSTIC AL CEILING

TILES TO BE REPLACED
5 RELOCATED EXISTING FIRE ALARM ANNUNCIATOR PANELS, RE-ROUTE

AND CONCEAL THE CONDUITS WITHIN EXISTING WALL, PATCH &

REPAIR AS NEEDED
6 RELOCATED EXISTING GENERATOR CONTROL PANEL
7 RELOCATED EXISTING LOCKER KEY PANELS, EXACT LOCATI ON TBD BY GTRANS
8 JAMB MOUNT ROLLER WINDOW SHADE, 3% OPEN, SEE

SPECIFICATIONS
9 EXISTING GYPSUM BOARD CEILING TO REMAIN
10 WALL MOUNT ROLLER WINDOW SHADE, 3% OPEN, SEE

SPECIFICATIONS
3 3 Owner Revisions BZ PM 06/24/22
05/20/2022

ISSUE FOR BID

NOT FOR CONSTRUCTION
TYP
1 1' - 4" 2' - 3" 6' - 5"
7' - 1 1/8" @ (6) EQ
8' - 8"
3 10 PLAM-1
PLAM-1
A-501
5_________________
A-501
7_________________
A-501
8_________________
A-501
6_________________
11 12
PLAM-2
PLAM-1
18 PLAM -1
2 3' - 2"
0' - 1 1/2" 1' - 0" 1' - 8 1/2" 0' - 4"
4 2' - 2" 2' - 9" 2' - 2"
0' - 1 1/2" 0' - 1 1/2" 7' - 4"
PLAM-2
SS
A-501
4_________________
A-501
3_________________
PLAM-2
SS
19 20 3
5 A-501
8_________________
A-501
5_________________
14 EQ EQ
7' - 2"
0' - 1 1/2" @ (4) EQ
6' - 9"
0' - 1 1/2"
5 PLAM-2
PLAM-2 SS
SS
11 19
3' - 6" 1
TYP
9 CL
5' - 0"
A-201 5
A-201
A-201 3 2
SF-1
1' - 2"
7' - 0"
TYP
1 ABOVE
2 3
5' - 8 3/4" 7' - 6" 7' - 10" 10' - 8 1/2"
7 A-201
4 66
7 8
4 ABOVE
2 TYP
9 4' - 1"
2' - 8"
SS
A-501
5_________________
A-501
8_________________
A-501
7_________________
A-501
6_________________
13 F025 F025
5 14
14 INTERVIEW
5 SUPERVISORS
7 PARA TRANSIT
4 VESTIBULE
3 DISPATCH
1 STANDBY
2 6
14 3
9 2' - 5" 2' - 6" 2' - 5"
2' - 0"
A-501
3_________________
A-501
4_________________
4' - 4"
0' - 4"
15 16 16
0' - 6" 7' - 0"
2' - 0"
1 3
21 0' - 4"
2' - 3" 3' - 7" 2' - 10"
SS
PLAM-1
PLAM-1
8' - 0"
2 4
@ (3) EQ
5' - 0"
A-501
1_________________
A-501
2_________________
PLAM-2
3' - 8" 2' - 2" 2' - 10"
20 8' - 8"
21 3' - 0" @ (2) EQ
TYP
9 CL
4' - 8"
14 EQ EQ
9' - 2"
14 9' - 2"
EQ EQ 17 17 17
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

ORIGINAL SHEET - ANSI D
stn_arch_201422690.rvt
Title
Issued/Revision By Appd YYYY.MM.DD
Client/Project Logo Notes
1 2 3 4 5
A
B
C
Permit/Seal Consultant
YYYY.MM.DD Dsgn. Chkd. Dwn.

Revision
Project No. Scale
Drawing No.

ISSUE FOR BID
1/4" = 1'-0"
3 Gardena Transit Administration and
Operations Building - Dispatch Suite
Remodel
The City of Gardena GTrans
13999 S. Western Ave. Gardena, CA 90249

ENLARGED PLANS & ELEVATIONS
Stantec Architecture Inc.
801 S. Figueroa St., Suite 300
Los Angeles, CA 90017
Tel: (213) 955-9775 • www.stantec.com
BKZ WT BKZ 2022.07.06
2014226901
A-201
1/4" = 1'-0" A-201
5 DISPATCH - EAST
1/4" = 1'-0" A-201
2 VESTIBULE - EAST
1/4" = 1'-0" A-201
3 VESTIBULE - WEST
1/4" = 1'-0" A-201
8 HALLWAY
1/4" = 1'-0" A-201
1 DISPATCH

KEYNOTES
13 RELOCATED EXISTING MAILBOX KEY PANEL, EXACT LOCAT ION TBD BY GTRANS
14 TIME DISPLAY, WALL MOUNTED, OF/OI
15 BULLETIN BOARD, 4'X 4', OF/OI
16 WALL TO REMAIN
17 WALL MOUNT ROLLER WINDOW SHADE, 3% OPEN, SEE

SPECIFICATIONS
18 6"x18" GRILLES AT EACH CABINET, SEE DETAILS
19 PLASTIC LAMINATE CABINET FILLER PIECE
20 PLASTIC LAMINATE CABINETS WITH SOLID SURFACE COUN TERTOP, TYP
21 REFRIGERATOR [COMPLY WITH 11B-804.6.6], OF/OI

KEYNOTES
1 3-TIER PLASTIC LOCKER
2 PLASTIC LAMINATE UPPER CABINETS
3 EXISTING MAIL BOXES RELOCATED
4 SOLID SURFACE COUNTERTOP
5 SOLID SURFACE COUNTERTOP W/ WATERFALL EDGE
6 RELOCATED EXISTING LOCKER KEY PANELS, EXACT LOCATI ON TBD BY GTRANS
7 RELOCATED EXISTING GENERATOR CONTROL PANEL
8 RELOCATED EXISTING FIRE ALARM ANNUNCIATOR PANELS, RE-ROUTE

AND CONCEAL THE CONDUITS WITHIN EXISTING WALL, PATCH &

REPAIR AS NEEDED
9 MONITOR, OF/CI
10 INTERIOR WINDOW, SEE WINDOW SCHEDULE
11 PLASTIC LAMINATE CABINETS
12 WALL HUNG CABINET WITH OPEN FACE AND SHELVING

GENERAL NOTES

A REFER TO G-SERIES FOR PROJECT GENERAL NOTES, REFERENCE AND MATERIAL SYMBOLS, AND ABBREVIATIONS USED ON THIS DRAWING.

B REFER TO G-101 FOR STANDARD MOUNTING HEIGHTS

C CONTRACTOR TO PROVIDE BLOCKING/BACKING PLATEAS REQUIRED IN PARTITIONS FOR ALL WALL MOUNTED EQUIPMENT.
1/4" = 1'-0" A-201
7 COFFEE BAR - EAST
1/4" = 1'-0" A-201
4 STANDBY - NORTH
1/4" = 1'-0" A-201
6 DISPATCH - SOUTH
3 1 Plan Check Revisions BZ PM 05/20/22
3 Owner Revisions BZ PM 06/24/22
05/20/2022

ISSUE FOR BID

NOT FOR CONSTRUCTION

ELEVATION

THREE TIER PLASTIC LOCKER, INSTALL

PER MFR INSTRUCTIONS

SECTION

METAL STUD LOCKER BASE WITH

GYPBOARD AND RUBBER BASE

AT LOWER ACCESSIBLE LOCKERS,
PROVIDE SHELF AT 15" AFF MIN
1'-0"
4" 6'-0"
MAX
1"
TYP
1'-0"

EQ EQ EQ
NOTES:

1. LOCKER COLOR GRAY 9200 PER ASI STORAGE
SOLUTIONS (B.O.D.)

2. PROVIDE ISA LABEL FOR ALL ACCESSIBLE LOCKERS.

3. ALL LOWER LOCKERS PROVIDED WITH SHELFS AND

HOOKS THAT ARE WITHIN REACH RANGES REQUIRED FOR
ACCESSIBILITY.

4. INSTALL LOCKERS PER MANUFACTURER INSTRUCTIONS.

SHIM AS REQUIRED
3/4" PLYWOOD ON MTL STD FRAMING

AS REQUIRED TO SUPPORT LOCKERS

UPPER CABINET

PLAM FINISH ON BO UPPER CABINETS, TYP
1 SOLID SURFACE COUNTERTOP

PER ELEVATIONS

ALL EXPOSED INTERIOR SURFACES

TO BE WHITE MELAMINE
3/4" WHITE MELAMINE ADJUSTABLE SHELF

WITH BORED HOLES AND METAL SHELF

SUPPORTS

EASED EDGE, TYP

PLAM PER FINISH SCHEDULE

WALL PER PLANS

ELECTRICAL RECEPTACLE PER

ELECTRICAL DRAWINGS WHERE
OCCURS

RUBBER BASE PER SCHEDULE
TYP
3"
U.N.O. ON ELEVATIONS
2'-10"

HARDWARE PER SPECIFICATIONS,

TYP OF ALL DRAWERS AND
DOORS

BACKSPLASH WHERE SHOWN ON

ELEVATIONS
4"
2'-0"
TYP
0' - 1 1/2"
0' - 4"
TYP
0' - 1"
TYP
0' - 1 1/2"
1 3'-10" MAX
1 PLAM PER FINISH SCHEDULE

HARDWARE PER SPECIFICATIONS

ALL EXPOSED INTERIOR SURFACES TO BE

WHITE MELAMINE

PLAM PER FINISH SCHEDULE
3/4" WHITE MELAMINE ADJUSTABLE SHELF WITH

BORED HOLES AND METAL SHELF SUPPORTS
3/4" BOTTOM AND SIDES

RUBBER BASE PER SCHEDULE
3"
4"

ELEC OUTLETS PER ELEC DWGS

ALL EXPOSED INTERIOR SURFACES

TO MATCH CABINET PLAM
3/4" PLAM ADJUSTABLE SHELF

WITH BORED HOLES AND

METAL SHELF SUPPORTS
3' - 7"
2' - 10"
6' - 5"
/2 A-501 SEE UPPER CABINET DETAIL
1' - 0"
3' - 3" MAX
1' - 8"
1 PLAM PER FINISH SCHEDULE AND

ELEVATIONS

ALL EXPOSED INTERIOR SURFACES

TO BE WHITE MELAMINE
3/4" WHITE MELAMINE ADJUSTABLE

SHELF WITH BORED HOLES AND

METAL SHELF SUPPORTS

HARDWARE PER SPECIFICATIONS

CONTINUE PLAM FINISH ON

UNDERSIDE

SEE ELEVATION
SEE INT. ELEVATIONS
VARIES
1'-2"

PLAM FASCIA TO MATCH CABINET

FINISH WHERE OCCURS

FINISHED CEILING PER RCP
2"

WALL PER PLANS

SOLID SURFACE COUNTERTOP PER ELEVATIONS
OVER (1) LAYER OF 3/4" PLYWOOD SUBSTRATE

INTERIOR WINDOW PER SCHEDULE

CHANNEL AT TO COUNTERTOP

POWER AND DATA

RECEPTACLES PER PLANS

DISPATCH
SIDE
3'-6"

VESTIBULE
SIDE
2'-0"

SEALANT

ALL EXPOSED INTERIOR SURFACES

TO BE WHITE MELAMINE

PLAM PER FINISH LEGEND
3/4" WHITE MELAMINE ADJUSTABLE

SHELF WITH BORED HOLES AND

METAL SHELF SUPPORTS
3/4" BOTTOM AND SIDES

RUBBER BASE PER SCHEDULE

BACK OF CABINET TO BE OPEN

TO ALLOW FOR CABLES IN BACK

OF CABINET

METAL GROMMET

HARDWARE PER SPECIFICATIONS,

TYP OF ALL DOORS

VERTICAL SOLID SURFACE BEYOND
1' - 5"
0' - 1"

ALLOW GAP AT TO CABINET FOR VENTILATION
ALIGN
CUT BACK 12" WIDE PORTION OF BO

CABINET FOR VENTILATION

ADD OPENING TO INSIDE OF

CABINET FOR AIR VENTILATION

AND CABLES
2' - 4"

CABINET LOCKS, TYPICAL OF ALL

CABINETS IN DISPATCH VESTIBULE

PARTITION PER
PLANS

RUBBER BASE PER

SCHEDULE

EXISTING MAILBOXES

TO BE RELOCATED
R.O. PER MAILBOX MFR

MAILBOX MFR
PER
1' - 4"
3/4" PLAM FRAME & DOOR

HARDWARE PER SPECIFICATIONS
NOTES:

1. INSTALL MAILBOXES PER MANUFACTURER INSTRUCTIONS.
1 ALL EXPOSED INTERIOR

SURFACES TO BE WHITE

MELAMINE

PLAM PER FINISH LEGEND
3/4" WHITE MELAMINE ADJUSTABLE

SHELF WITH BORED HOLES AND

METAL SHELF SUPPORTS
3/4" BOTTOM AND SIDES

RUBBER BASE PER

SCHEDULE

SOLID SURFACE COUNTERTOP
PER ELEVATIONS ON 3/4"

PLYWOOD
2' - 0"

COUNTERTOP AND VERTICAL

RETURN BEYOND

INTERIOR GLAZING

VERTICAL SOLID SURFACE BEYOND

POWER/DATA RECEPTACLES

PER PLANS
2' - 2"
1 2' - 8" MAX

SOLID SURFACE

COUNTERTOP PER

ELEVATIONS

ALL EXPOSED INTERIOR SURFACES TO BE

WHITE MELAMINE

PLAM PER FINISH SCHEDULE
3/4" WHITE MELAMINE ADJUSTABLE

SHELF WITH BORED HOLES AND

METAL SHELF SUPPORTS
3/4" BOTTOM AND SIDES

RUBBER BASE PER SCHEDULE

ELEC RECEPTACLES,

SEE ELEC DWGS

ENTIRE INTERIOR OF OPEN

SLOTS TO BE PLAM PER

FINISH SCHEDULE
2' - 0"

INTERIOR GLAZING
14"

METAL GROMMET

VERTICAL SOLID SURFACE BEYOND

HARDWARE PER SPECIFICATIONS,

TYP OF ALL DOORS

ALLOW GAP AT TO CABINET FOR VENTILATION
CUT BACK 12" WIDE PORTION OF BO

CABINET FOR VENTILATION
0' - 1" 6"x18" GRILLES AT

EACH CABINET
2' - 0"
3' - 2"
1 3' - 6" MAX
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

ORIGINAL SHEET - ANSI D
stn_arch_201422690.rvt
Title
Issued/Revision By Appd YYYY.MM.DD
Client/Project Logo Notes
1 2 3 4 5
A
B
C
Permit/Seal Consultant
YYYY.MM.DD Dsgn. Chkd. Dwn.

Revision
Project No. Scale
Drawing No.

ISSUE FOR BID
As indicated
1 Gardena Transit Administration and
Operations Building - Dispatch Suite
Remodel
The City of Gardena GTrans
13999 S. Western Ave. Gardena, CA 90249

INTERIOR DETAILS
Stantec Architecture Inc.
801 S. Figueroa St., Suite 300
Los Angeles, CA 90017
Tel: (213) 955-9775 • www.stantec.com
BKZ WT BKZ 2022.07.06
2014226901
A-501
1/2" = 1'-0" A-501
7 LOCKER TYPE 3 - THREE TIER
1" = 1'-0" A-501
1 CABINET - BASE WITH DRAWER
1" = 1'-0" A-501
6 CABINET - BASE WITH FULL DOORS &

UPPER OPEN SHELVES
1" = 1'-0" A-501
2 CABINET - UPPER SECTION
1" = 1'-0" A-501
5 CABINET - DISPATCH WINDOW
1/2" = 1'-0" A-501
8 MAILBOXES
1" = 1'-0" A-501
4 VESTIBULE ISLAND - BASE @ LOW

COUNTER
1" = 1'-0" A-501
3 VESTIBULE CASEWORK - BASE W/

DOORS & OPEN SLOTS
NOTE: CASEWORK/CABINET INSTALLATION SCREWS: 3-1/2" X #14 WASHER HEAD SCREWS WITH

COMBO HI -LO THREAD FOR WOOD OR METAL BACKING, WOOD WORKERS INSTI TUTE APPROVED,

WHITE FINISH
1 1 Plan Check Revisions BZ PM 05/20/22
05/20/2022

ISSUE FOR BID

NOT FOR CONSTRUCTION

C I-JOIST FILLER
400S162-43 BRACE AT
4'-0" o.c. w/ (6) #10

SMS AT EACH END
400S162-43 BRACE AT 4'-0" O.C.
w/ (6) #10 SMS AT EACH END
2X FILLER ON BOTH

SIDE OF JOIST WEB W/
(6) MIN 16d
STAGGERED 2. FOR I JOIST CASE, ADD 2X FILLER ON BOTH SIDE OF WEB AT WHERE BLOCKING OCCURS . SEE DETAIL C/- FOR DETAILS. THE FILLER SHOULD EXTEND 3" BEYOND THE BLOCKING AT EACH END. (5) 8d NAILS - OMIT IF ADJACENT BLOCKING IS USED
3/4" MIN EDGE DISTANCE TO END OF BRACE, 1/4" MAX GA P FROM

END OF BRACE TO TRACK

PLYWOOD SHEATHING

IN LIEU OF NAILS THRU SHEATHING
ABOVE DIAG. BRACE, ADD 4X6 BLK'G EA.

SIDE OF BRACE. SNUG FIT W/ SIMPSON
A34 OR EQ. @ EA. SIDE @ EACH END.
3/4" MIN
TYP
EQ.

WEB OF BRACE
4X6 BLK'G (FLAT) WITH SIMPSON A34 OR EQ. @ EA
SIDE @ EA. END.

JOIST, TYP, SEE
NOTE 2
3/4" MIN. EDGE DIST. & 3/4" MIN. SPACING

BETWEEN SCREWS, TYP
54 MIL MIN. TRACK TO MATCH BRACE SIZE W/ DEEP 2 1/2 " LEG W/ (8) #14"3" WOOD SCREWS INTO BLOCKING
3/4" MIN EDGE DISTANCE TO END OF BRACE,
1/4" MAX GAP FROM END OF BRACE TO TRACK

PLYWOOD SHEATHING
4X6 BLK'G EA SIDE W/ SIMPSON
A34 OR EQ. @ EA. SIDE @ EA. END
WITHIN 12" OF BRACE
3/4" MIN
TYP

WEB OF BRACE,
TYP EQ.

TYP
4X6 BLK'G (FLAT) WITH SIMPSON A34 OR EQ. @ EA
SIDE @ EA. END.

JOIST BEYOND
3/4" MIN. EDGE DIST. & 3/4" MIN. SPACING

BETWEEN SCREWS, TYP
FOR TRACK SEE DETAIL A. OPTION WHERE BRACE ALIGNS

W/ JOIST
(10° MAX HORIZ SKEW)

1. DETAIL APPLIES TO ALL PARTITION WALL CONDITIONS @ ALL SDS CATEGORIES

C I-JOIST FILLER

1. FOR I JOIST CASE, ADD 2X FILLER ON BOTH SIDE OF WEB AT WHERE BLOCKING OCCURS . SEE DETAIL C/- FOR DETAILS. THE FILLER SHOULD EXTEND 3" BEYOND THE BLOCKING AT EACH END. 2X FILLER ON BOTH

SIDE OF JOIST WEB W/
(6) MIN 16d

STAGGERED
4X6 BLK'G (FLAT) @ EA. SCREW
CONN. WITH SIMPSON A34
OR EQ. @ EA. SIDE @ EA. END

PLYWOOD SHEATHING
ROOF/FLOOR JOIST @ 48" O.C. MAX
SEE NOTE 1
PARTITION WALL STUD @ 16" O.C. MAX
PER SCHEDULE ON A-601.
2x FULL HT. BLOCKING WITH SIMPSON A34
OR EQ. @ EA. SIDE @ EA. END, TYP

PLYWOOD SHEATHING
PARTITION WALL STUD @ 16" O.C. MAX
PER SCHEDULE ON A-601.

ROOF/FLOOR JOIST @ 48" O.C. MAX
SEE NOTE 1
16 GA X 2" FLANGES TOP TRACK W/ (2)
#10 WOOD SCREW INTO BLOCKING W/
2" MIN./EMBED. @ 16" O.C.
16 GA X 2" FLANGES TOP TRACK W/ (1)
#10 WOOD SCREW INTO EA. JOIST @
8" O.C. W/ 2" MIN. EMBED
STUD

BASE TRACK

0.157 DIA HILTI X-U SHOT
PINS @ 24" OC MAX (ESR-2269)

EDGE CLEARANCE
#10 SCREW EACH

SIDE EACH STUD

LINTEL SCHEDULE

MAX SPAN DOUBLE STUD SECTION
3' - 0" 362S162-33 X00T200-43*
6' - 0" 600S162-43 X00T200-54*
20' - 0" 800S162-54 X00T200-68*

CONT TOP
TRACK

JAMB STUDS,

SEE SCHED

BRIDGING,
SEE

TYP DETAILS
CONT
BOTTOM
TRACK
BOTTOM
TRACK

ANCHORAGE,

SEE TYP
DETAIL

CRIPPLE WALL

HEADER, SEE

SCHEDULE

SILL AS OCCURS

CRIPPLE WALL,

AS OCCURS
(2) #10 SCREWS @
18" OC, ALTERNATE:
1/8" WELD AT 2" IN
18"
METAL

CRIPPLE STUD

EXTEND WEB

OF HEADER
STUDS
#10 SCREWS

EACH SIDE,

SEE SCHEDULE
TRACK @

OPEN SIDE

JAMB, SEE

SCHEDULE

CRIPPLE STUD

AS OCCURS

AT WINDOW

CONDITION ADDITIONAL

ANCHORAGE
@ JAMB

CONT TRACK

TYPICAL BASE

ANCHORAGE

METAL INFILL STUD

TO MATCH WALL

SIZE AND GAUGE
SILL

AS OCCURS

AT WINDOW

CONDITION
L3x3x16 GA W/ (5) #10

SCREWS EACH LEG
HEADER

MEMBERS,

SEE SCHEDULE

HEADER TRACKS,

SEE SCHEDULE

METAL INFILL STUD

TO MATCH WALL

SIZE AND GAUGE

HEADER AT NON -BEARING WALL OPENING

TRACK SECTION END SIDE SCREWS JAMB STUDS
(6) #10 EACH SIDE (2)
(10) #10 EACH SIDE (2)
(15) #10 EACH SIDE (4)
*TRACK WIDTH TO MATCH WALL WIDTH

CLIP TRACK FLANGE

AT LAP JOINT
(4) #10 SCREWS

AT OVERLAP
TRACK
STUD
FINISH
(2) #10 SCREWS

EACH STUD
6" x 16 GA TAUT

FLAT STRAP

FRAMED WALL, SEE

PLAN FOR SIZE &

SPACING
FINISH

SURFACE
NOTE:

1. FLAT STRAP BACKING TO BE USED FOR COMPONENT LOADS OF MAXIMUM 20 plf OR 50 lb POINT LOAD AT CENTER.

2. STRAP TO EXTEND OVER (3) STUDS MINIMUM.

3. TRACK BACKING TO BE USED FOR COMPONENT LOADS OF MAXIMUM 50 plf OR 250 lb POINT LOAD AT CENTER.

FLAT STRAP BACKING
STUD
600T150-54 UNPUNCHED

CONTINUOUS TRACK,

CLIP FLANGES AT EA STUD
(4) #10 SCREWS AT EACH STUD

TRACK BACKING

TOP TRACK
STUD

DEFLECTION
TRACK

SCREW ATTACHMENT

TRACK SECTION
0' - 1 1/4" CLR
0' - 1" CLR
#10 SCREW EACH

SIDE EACH STUD
NOTE:

1. PROVIDE BRIDGING WITHIN 1'-0" OF TOP TRACK.

S = STUD OR JOIST SECTION
U = CHANNEL SECTION
F = FURRING CHANNEL SECTION
T = TRACK SECTION

S-SECTION U-SECTION T-SECTION F-SECTION
NOMENCLATURE EXAMPLE: 400S162-43
400: 4" SECTION DEPTH
S: STUD SECTION
162: 1.625" FLANGE WIDTH
43: 0.043" SECTION THICKNESS
REFERENCE: STEEL STUD MANUFACTURERS ASSOCIAITON (SSMA)
PROVIDE MINIMUM SECTION PROPERTIES AS DEFINED BY SSMA.

TRACK BELOW
#10 SCREWS
AT 30" OC TYP

STUD OR TRACK

SECTION

TYPICAL CORNER
#10 SCREWS
AT 30" OC TYP

STUD OR TRACK

SECTION

TYPICAL INTERSECTION

TRACK BELOW

SOLID BLOCKING SAME GAUGE
AS STUDS AT 8'-0", MIN ONE
BLOCK EACH END OF WALL.

METAL STUDS
1-1/2" x 20 GAUGE TAUT FLAT
STRAPS AT 4'-0" OC MAX
(3) #10 SCREWS

STRAP TO BLOCK
L1-1/2 x 1-1/2 x 18GA CLIP ANGLE
LENGTH=0.8(d) AT 4'-0" OC MAX
(2) #10 SCREWS, TYP

STRAP BRIDGING
#10 SCREW EACH STUD
(2) #10 SCREWS, TYP
(2) #10 SCREWS, TYP
1-1/2" x 18 GA CONT COLD

FORMED CHANNEL AT
4'-0" OC MAX
d

CHANNEL BRIDGING
6" MAX STUD WIDTH
NOTE:

1. STRAPS MAY BE OMITTED ON SIDE OF WALL WITH FULL HEIGHT SHEATHING.

2. BRIDGING MAY BE OMITTED WHEN BOTHS SIDES OF WALL ARE SHEATHED FULL HEIGHT.

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

ORIGINAL SHEET - ANSI D
stn_arch_201422690.rvt
Title
Issued/Revision By Appd YYYY.MM.DD
Client/Project Logo Notes
1 2 3 4 5
A
B
C
Permit/Seal Consultant
YYYY.MM.DD Dsgn. Chkd. Dwn.

Revision
Project No. Scale
Drawing No.

ISSUE FOR BID
As indicated
1 Gardena Transit Administration and
Operations Building - Dispatch Suite
Remodel
The City of Gardena GTrans
13999 S. Western Ave. Gardena, CA 90249

METAL STUD FRAMING DETAILS
Stantec Architecture Inc.
801 S. Figueroa St., Suite 300
Los Angeles, CA 90017
Tel: (213) 955-9775 • www.stantec.com
BKZ WT BKZ 2022.07.06
2014226901
A-600
3/4" = 1'-0" A-600
9 BOTTOM TRACK ANCHORAGE
1" = 1'-0" A-600
7 METAL STUD TYPICAL WALL FRAMING
3/4" = 1'-0" A-600
6 TOP TRACK AT CORNER
3/4" = 1'-0" A-600
8 TYPICAL BACKING SUPPORT
3/4" = 1'-0" A-600
1 TYPICAL STUD AT SLIP TRACK

PARTITION NOTES
A PARTITIONS THAT ARE DIMENSIONED ON FLOOR PLANS ARE TO THE FACE OF APPLIED FINISH, UNO.

B PARTITION TYPE INDICATIONS ARE INDEPENDENT OF APPLIED FINISHES; RE: FINISH PLAN AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION REGARDING APPLIED FINISHES.

C MINIMUM REQUIREMENT FOR CONSTRUCTION OF EACH PARTITION TYPE - AS FOLLOWS: (A) PROVIDE 5/8" GYPSUM BOARD BOTH SIDES, UNO; ( B) PROVIDE 16" O.C. MAX STUD SPACING, UNO; (C) PROVIDE STUDS OF GAUGE INDICATED ON DRAWINGS AND/OR SPECIFICATIONS OR GREATER. (D) PROVIDE STUDS OF DEPTH INDICATED BY THE DRAWINGS. THE DEPTH STATED BY THE REFERENCED APPROVAL OR TEST REPORT (IE UL ASSEMBLY) IS THE MINIMUM DEPTH; (E) USE ACOUSTICAL/THERMAL INSULATION IN ALL FRAME PARTITIONS, UNO; (F) USE ACOUSTICAL JOINT SEALANT AT PERIMETER JOINTS AND OPENINGS OF ALL FRAMED PARTITIONS, UNO.

D PROVIDE FULL HEIGHT 16 GAUGE STEEL STUDS AT 16" OC, WHERE CASEWORK, GRAB BARS, OR OTHER EQUIPMENT IS INSTALLED.

E STEEL STUD FRAMING SHALL BE 25 GAUGE OR HEAVIER, UNO
F PROVIDE 18 GAUGE STEEL STUD FRAMING IN LIEU OF LIGHTER GAUGE STUD FRAMING AT PARTITIONS WITH ONE LAYER OF 5/8" GYPSUM BOARD ON EACH SIDE, THAT EXCEED THE HEIGHT LIMIT INDICATED: (A) 2-1/2" STEEL STUDS: 10'-9" (B) 3-5/8" STEEL STUDS: 14'-0" (C) 4" STEEL STUDS:
15'-0" (D) 6" STEEL STUDS: 20'-0"
G PROVIDE 20 GAUGE STEEL STUD FRAMING AT THE FOLLOWING LOCATIONS: (A) DOUBLE STUD JAMB

ASSEMBLIES AT OPENINGS (B) FIRST STUD IN THE PARTITION BEYOND THE DOUBLE STUD JAMB ASSEMBLY. LOCATE STUD 6" FROM DOUBLE STUD ASSEMBLY. (C) STUD TO WHICH REINFORCING GYPSUM WALL PANELS ARE ATTACHED. (D) STUDS TO WHICH WALL MOUNTED EQUIPMENT INCLUDING METRO FURNISHED EQUIPMENT IS INSTALLED. (E) STUD INFILL AND SILL TRACK BELOW WINDOW OPENINGS. (F) STUDS INSTALLED IN OPENING HEADS BETWEEN DOUBLE STUD JAMB ASSEMBLIES.

H REFER TO PARTITION DRAWINGS FOR ADDITIONAL INDICATION OF STUD GAUGE, DETAIL, AND INSTALLATION REQUIREMENTS.

J REFER TO SPECIFICATIONS FOR CEILING/SOFFIT CONSTRUCTION.

K PROVIDE PENETRATION FIRE STOPPING AT ALL LOCATIONS WHERE PIPES, CONDUIT, DUCTS, ETC.

PASS THROUGH FIRE-RATED CONSTRUCTION.

L AT CEILINGS WHERE PARTITION IS NON-RATED, EXTEND GYPSUM BOARD 6" ABOVE CEILING, UNO.

M SEE SHEET A-601 FOR ALLOWABLE SLIP-TYPE HEAD DETAILS. AT SLIP-TYPE HEAD CONDITIONS, ALLOW FOR 3/4 INCH MINIMUM OF DEFLECTION.

P PROVIDE 1/2" CEMENTITIOUS BACKER BOARD IN PLACE OF GYPSUM BOARD AT ALL WALLS RECEIVING TILE. WATER RESISTANT GYPSUM BOARD SHALL BE USED ON ALL WALLS AND CEILINGS IN WET AREAS.

Q PROVIDE BACKING PLATES AT ALL LOCATIONS WHERE CASEWORK, GRAB BARS AND ALL OTHER EQUIPMENT IS INDICATED OR REQUIRED. MINIUMUM 16 GAUGE 6" STEEL TRACK UNLESS HEAVIER REQUIRED.

R PROVIDE BLOCKING AND DRAFT STOPS PER GOVERNING CODES AND AS INDICATED ON DRAWINGS.

S PROVIDE .093" CONTROL JOINTS AT 30' ON CENTER AT STRAIGHT, UNBROKEN GYPSUM BOARD WALLS PER ASTM C 840 AND SPECIFICATIONS.

T PROVIDE ACCESS PANELS AND FRAMES IN GYPSUM BOARD WALLS WHERE REQUIRED TO ACCESS MECHANICAL EQUIPMENT, PLUMBING EQUIPMENT, DAMPERS, VALVES AND FILTERS. SEE MECHANICAL AND PLUMBING DRAWINGS. COORDINATE LOCATION OF REQUIRED ACCESS PANELS WITH ARCHITECT.

U PROVIDE FIRE-RATED ACCESS PANELS AND FRAMES IN FIRE-RATED GYPSUM BOARD WALLS WHERE REQUIRED.

V USE LIMITING WALL HEIGHT TABLES ON SHEET A-601 FOR ALLOWABLE MINIMUM GAUGE OF METAL STUDS.

W PARTITION TYPE DIAGRAMS DO NOT INCLUDE FINISHES. SEE FINISH SCHEDULES, INTERIOR ELEVATIONS AND/ OR INTERIOR DESIGN DRAWINGS FOR APPLIED FINISH INFORMATION.

A-600
2 COLD FORMED STEEL SECTION ID
1" = 1'-0" A-600
3 TYP STUD WALL INTERSECTIONS
3/4" = 1'-0" A-600
5 TYPICAL METAL STUD BRIDGING
1" = 1'-0" A-600
4 BRACE CONNECTION TO WOOD FRAMING
1" = 1'-0" A-600
10 TOP TRACK CONNECTION INTO WOOD FRAMING
1 1 Plan Check Revisions BZ PM 05/20/22
05/20/2022

ISSUE FOR BID

NOT FOR CONSTRUCTION
BASE

SUB -FLOOR

STRUCTURE
FINISH

CEILING

DECK ABOVE

LOWER SECTION
PLAN

UPPER SECTION

SEE SCHEDULE

LIMITING WALL HEIGHT
DIAGRAM A08

DECK ABOVE
BASE

SUB -FLOOR

STRUCTURE
FINISH

CEILING

DECK ABOVE

LOWER SECTION
PLAN

UPPER SECTION
DIAGRAM F01
LWH TABLE 1-16, NON STRUCTURAL, COMPOSITE
LWH TABLE 1-16

FOR NON-STRUCTURAL COMPOSITE PARTITIONS
STUD
DEPTH

SECTION

LIMITING WALL HEIGHT (LWH) FOR
STUD SPACING @ 16 INCHES O.C.

LWH @ 5 PSF
@ L/240
LWH @ 5 PSF
@ L/360

PAINTED WALLS
(SEE LWH TABLE NOTE 1)

TILED WALLS
(SEE LWH TABLE NOTE 2)
2-1/2"
250S125-18
250S125-30
250S125-33
250S125-43
362S125-18
362S125-30
362S125-33
362S125-43
362S125-54
362S125-68
3-5/8"
11'-3"
12'-0"
9'-9"
12'-9"
14'-9"
10'-6"
11'-0"
12'-9"
6"
600S125-18
600S125-30
600S125-33
600S125-43
600S125-54
600S125-68
8"
800S125-43
800S125-54
800S125-68
14'-3" 12'-3"
15'-6"
16'-3"
18'-0"
19'-6"
20'-0"
13'-6"
14'-3"
15'-6"
17'-0"
17'-3"
19'-9" 17'-9"
23'-0"
24'-6"
28'-3"
30'-0"
32'-0"
20'-3"
21'-3"
24'-6"
26'-0"
28'-0"
34'-3"
36'-6"
39'-9"
30'-0"
32'-0"
34'-9"
LWH TABLE NOTES:

1. USE "PAINTED WALLS" COLUMN FOR WALLS LEFT UNFINI SHED, WALLS PAINTED, OR WALLS RECEIVING ADHERED TILE 4" IN GREATEST LENGTH OR WIDTH DIMENSION.

2. USE "TILED WALLS" COLUMN FOR WALLS RECEIVING ADH ERED TILE GREATER THAN 4" IN ANY LENGTH OR WIDTH DIMENSION.

STRUCTURE ABOVE , SEE 10/A -600
1 M
IN.
2"
MIN.
2"
12" MAX.

FOR MAX. DEFLECTION
SEE PARTITION NOTES A-602

U-CHANNEL BRIDGING

DEFLECTION

TRACK WITH

SLOTTED CLIP

DEFLECTION FLEX
TRACK

DEFLECTION

SLOTTED TRACK

DOUBLE RUNNER SINGLE LONG -LEG
RUNNER
FOR MAX. DEFLECTION
SEE PARTITION NOTES A-602
FOR MAX. DEFLECTION
SEE PARTITION NOTES A-602
FOR MAX. DEFLECTION
SEE PARTITION NOTES A-602
FOR MAX. DEFLECTION
SEE PARTITION NOTES A-602
AT RATED WALL CONDITIONS, USE ANY UL XHBN.HW -D SERIES ASSEMBLY APPROPRIATE TO FRAMING SYSTEM AND SUBSTRATE

WHERE OCCURS, SEE RCP

BRACING TO STRUCTURE ABOVE
6" SEE 4/A -600 1

PARTITION PER
PLAN
16 GA TRACK X 1

STUD BAY MIN
#10 S.M.S EA STUD
MIN 2 STUDS
#10 S.M.S TOP AND
BOTTOM

CHANNEL
PER

SCHEDULE

PROVIDE

COMPRESSION
STRUT, W.O.

OBSTRUCTIONS

ACOUSTICAL OR GYP BD

CLG AS OCCURS

SADDLE TIE HANGERS TO

CHANNEL
#10 SMS TOP & BOTTOM TO

PREVENT HANGER FROM

SLIPPING OFF

PROVIDE COMPR STRUT & SPLAY WIRE WHERE

CLG STRUT OCCURS

DOUBLE HANGER WIRES MAX
8' -0" OR LONGER SPANS 1/6
OUT PLUMB.
.SEPARATE CONNECTION TO
STRUCTURE BY AT LEAST 4
INCHES
12'-0" MAX

WALL WHERE OCCURS C
DBL. SECTION B
DBL. SECTION

AT COMPRESSION STRUT A

SPAN SECTION
4 FT
6 FT
8 FT
10 FT
12 FT
1 1/2" IN X 16 GA C.R.C
DBL 250S137 - 54 STUD
DBL 362S137 - 43 STUD
DBL 400S162 - 33 STUD
DBL 600S162 - 33 STUD
GA
16 18
20 20
#10 SMS @ 16" OC STAGGERED
@ EA END
COMPRESSION STRUT W.O.

ATTACH TO BENT PLATE WITH
(4) #10 SMS
(4) #10 SMS

DBL STUDS PER
SCHED
3" X STUD WIDTH X 1' -0" X 16

GA BENT PLATE
MACHINE BOLT 1/4" DIA

MACHINE BOLT
1/4" DIA
1-1/4"x 1 -1/4" ANGLE STRUT 16 GA MIN

WHERE USE OF SPLAY WIRES IS

OBSTRUCTED
(2) #10 SMS (ALT. 1 MACHINE BOLT) (2) #10 SMS (ALT. 1
MACHINE BOLT) METAL CLIP 12 GA x 3/4"W

ANCHORS TO STRUCTURE AS REQUIRED
SEE 4/A -600 & 10/A -600
1 MIN 8"

DUCT OR OTHER OBSTRUCTION
TYP
6".
8 GA HANGER WIRE
12 GA DIAGONAL
METAL CHANNELS @ 4' -0" OC
4' -0" SPAN = 1 1/2" X 16 GA
6' -0" SPAN = 2 1/2" X 16 GA
8' -0" SPAN = 4" X 16 GA
12' -0" SPAN = 6" X 16 GA

SUSPENDED GYP BD CLG
3" MAX
2 X BLKG W/ (2) 16d

COMMON NAILS AT
EA END

BRACING WIRE
THREE 1 -1/2" X 9 GA STAPLES

OR THREE STRONGHOLD
"J" NAILS AT EACH WIRE LOOP

HANGER WIRE SADDLE TIE

HANGER WIRE
1/4" DIA

DRILLED HOLE EQ
2" MIN 1/4" DIA SCREW EYE

WITH FULL THREAD
EMBEDMENT (1 -1/4" MIN)

INSTALL IN DIRECTION

OF WIRE

BRACING WIRE
THREE 1 -1/2" X 9 GA STAPLES

OR THREE STRONGHOLD
"J" NAILS AT EACH WIRE LOOP
1" MIN

BRACING WIRE

HANGING WIRE

JOIST OR RAFTER
2X FILLER ON BOTH SIDE OF
JOIST WEB W/ (6) MIN 16d

STAGGERED

A I-JOIST FILLER
NOTES:

1. FOR I JOIST CASE, ADD 2X FILLER X 6" LENGTH ON BOTH SIDE OF WEB AT WHERE BLOCKING OCCURS . SEE DETAIL A/ - FOR DETAILS.

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

ORIGINAL SHEET - ANSI D
stn_arch_201422690.rvt
Title
Issued/Revision By Appd YYYY.MM.DD
Client/Project Logo Notes
1 2 3 4 5
A
B
C
Permit/Seal Consultant
YYYY.MM.DD Dsgn. Chkd. Dwn.

Revision
Project No. Scale
Drawing No.

ISSUE FOR BID
As indicated
1 Gardena Transit Administration and
Operations Building - Dispatch Suite
Remodel
The City of Gardena GTrans
13999 S. Western Ave. Gardena, CA 90249

PARTITION TYPES & CEILING DETAILS
Stantec Architecture Inc.
801 S. Figueroa St., Suite 300
Los Angeles, CA 90017
Tel: (213) 955-9775 • www.stantec.com
BKZ WT BKZ 2022.07.06
2014226901
A-601