HomeMy WebLinkAbout02 - Bari Studio Minor Use Permit_PA2013-230COMMUNITY DEVELOPMENT DEPARTMENT
PLANNING DIVISION
100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658 -8915
(949) 644 -3200 Fax: (949) 644 -3229
www.newportbeachca.gov
CITY OF NEWPORT BEACH
ZONING ADMINISTRATOR STAFF REPORT
December 23, 2013
Agenda Item No. 2:
SUBJECT: Bari Studio Minor Use Permit - (PA2013 -230)
2125 San Joaquin
Minor Use Permit No. UP2013 -026
APPLICANT: Bari Studio Newport Beach, Inc.
PLANNER: Benjamin M. Zdeba, Assistant Planner
(949) 644 -3253, bzdeba @newportbeachca.gov
ZONING DISTRICT /GENERAL PLAN
• Zone: PC-46 (Block 500 Newport Center)
• General Plan: MU -H3 (Mixed -Use Horizontal)
PROJECT SUMMARY
A minor use permit to allow a 3,176- square -foot health and fitness facility in a vacant
tenant space within a multi- tenant building. The facility would have a maximum of 24
patrons and three employees. Required parking is provided within two parking areas for
the building at a rate of one parking space per 200 square feet of gross floor area. The
proposed hours of operation are from 6:00 a.m. to 8:00 p.m., daily.
RECOMMENDATION
1) Conduct a public hearing; and
2) Adopt Draft Zoning Administrator Resolution No. ZA2013 -_ approving Minor Use
Permit No. UP2013 -026 (Attachment No. ZA 1).
DISCUSSION
• The Block 500 Newport Center office site is developed with 10 multi- tenant office
buildings which are occupied by general business offices, medical offices, and
ancillary light commercial uses. Included is a large parking area that is shared by all
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Bari Studio Minor Use Permit
Zoning Administrator December 23, 2013
Page 2
buildings and regulated by the Covenants, Conditions, and Restrictions placed on
the development by the Irvine Company (Property Owner).
• Bari Studio will occupy a 3,176 - gross- square -foot tenant space within a 12,929 -
gross- square -foot, multi- tenant building. Access to the office development is
obtained through driveways along San Joaquin Hills Road, Avocado Avenue, San
Nicolas Drive, and Santa Rosa Drive.
• The General Plan designates the sites Mixed -Use Horizontal (MU -H3). The MU -H3
land use category is intended to provide for the horizontal intermixing of regional
commercial office, hotel, multi - family residential and ancillary commercial uses. The
proposed health and fitness facility is an ancillary retail /service use consistent with
this land use category.
• The subject property is located in the Block 500 Newport Center Planned
Community (PC -46) Zoning District. A health and fitness facility is permitted as
ancillary light commercial; however, a minor use permit is required when the gross
floor area exceeds 2,000 square feet of gross floor area.
• The project is compatible with existing and allowed uses within the office
development, which include offices, light general commercial, and medical /dental
offices. Patrons of the health and fitness facility are expected from the surrounding
businesses and residential neighborhoods.
• Sixteen parking spaces are required for the proposed use at the parking rate of one
parking space per 200 square feet of gross floor area as identified in the Zoning
Code. The proposed health and fitness facility creates an additional parking
requirement of eight parking spaces compared to the parking standard for general
office uses (2,938 net square feet/375 = 8 spaces). In total 51 parking spaces are
required for the subject multi- tenant office building based on the existing tenant
mixture.
• A surface parking lot containing 21 parking spaces is provided immediately adjacent
to the multi- tenant office building and 29 parking spaces are delegated to the
building by way of the nearby shared parking lot for a total of 50 parking spaces. In
2008, however, one parking space was lost due to Americans with Disabilities Act
(ADA) upgrades triggered by a tenant improvement for a medical office. Pursuant to
Section 20.40.110.A (Adjustments to Off - Street Parking Requirements), the Director
may administratively reduce parking requirements due to a loss of parking spaces
because of ADA requirements associated with tenant improvements. Prior to the
ADA upgrade, 51 parking spaces existed to serve the building; therefore, the parking
requirement of eight additional spaces can be accommodated. Refer to the attached
parking memo and summary (Attachment Nos. ZA 4 and ZA 5).
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Bari Studio Minor Use Permit
Zoning Administrator December 23, 2013
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ENVIRONMENTAL REVIEW
The project is categorically exempt under Section 15301, of the State CEQA (California
Environmental Quality Act) Guidelines - Class 1 (Existing Facilities). This exemption
allows for the operation, repair, maintenance, and minor alteration of existing buildings.
The proposed business is located within an existing building where only minor interior
alterations are required to accommodate the new use.
PUBLIC NOTICE
Notice of this application was published in the Daily Pilot, mailed to all owners of
property within 300 feet of the boundaries of the site (excluding intervening rights -of-
way and waterways) including the applicant and posted on the subject property at least
10 days before the scheduled hearing, consistent with the provisions of the Municipal
Code. Additionally, the item appeared on the agenda for this meeting, which was posted
at City Hall and on the City website.
APPEAL PERIOD:
An appeal may be filed with the Director of Community Development within 14 days
following the date of action. For additional information on filing an appeal, contact the
Planning Division at (949) 644 -3200.
Prepared by:
.
Be ja i M. eba
As ' tant Planner
GR/bmz
Attachments: ZA 1
ZA 2
ZA 3
ZA 4
ZA 5
ZA 6
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Draft Resolution
Vicinity Map
Applicant's Description and Justification
Parking Memo
Parking Summary
Project Plans
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Attachment No. ZA 1
Draft Resolution
5
0
RESOLUTION NO. ZA2013-
A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE
CITY OF NEWPORT BEACH APPROVING MINOR USE PERMIT
NO. UP2013 -026 FOR A LARGE -SCALE HEALTH AND FITNESS
FACILITY (BARI STUDIO) LOCATED AT 2125 SAN JOAQUIN
HILLS ROAD (PA2013 -230)
THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS
FOLLOWS:
SECTION 1. STATEMENT OF FACTS.
1. An application was filed by Bari Studio Newport Beach, Inc., with respect to property
located at 2125 San Joaquin Hills Road, and legally described as Parcel 1 of
Resubdivision No. 259 requesting approval of a minor use permit.
2. The applicant proposes a minor use permit to allow a 3,176- square -foot health and
fitness facility in a vacant tenant space within a multi- tenant office building. The facility
would have a maximum of 24 patrons and three employees. Required parking is
provided within two parking areas for the building at a rate of one parking space per
200 square feet of gross floor area. The proposed hours of operation are from 6:00
a.m. to 8:00 p.m., daily.
3. The subject property is located within the Block 500 Newport Center Planned Community
(PC -46) Zoning District and the General Plan Land Use Element category is Mixed -Use
Horizontal (MU -113).
4. The subject property is not located within the coastal zone.
5. A public hearing was held on December 23, 2013, in the Corona del Mar Conference
Room (Bay E -1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time,
place and purpose of the meeting was given in accordance with the Newport Beach
Municipal Code. Evidence, both written and oral, was presented to, and considered by,
the Zoning Administrator at this meeting.
SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION.
1. This project has been determined to be categorically exempt pursuant to the State
CEQA (California Environmental Quality Act) Guidelines under Class 1 (Existing
Facilities).
2. This exemption allows for the operation, repair, maintenance and minor alteration of
existing buildings. The proposed business is located within an existing building where
only minor interior alterations are required to accommodate the new use.
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Zoning Administrator Resolution No. ZA2013-
Page 2 of 6
SECTION 3. REQUIRED FINDINGS.
In accordance with Section 20.52.020.E (Findings and Decision) of the Newport Beach
Municipal Code, the following findings and facts in support of the findings for a use permit are
set forth:
Finding
A. The use is consistent with the General Plan and any applicable specific plan.
Facts in Support of Finding
1. The General Plan land use designation for this site is Mixed -Use Horizontal (MU -H3).
The MU -H3 designation is intended to provide for the horizontal intermixing of regional
commercial office, hotel, multi - family residential and ancillary commercial uses. The
proposed large -scale health and fitness facility use is consistent with the MU -H3
designation as an ancillary commercial use.
2. The subject property is not part of a specific plan area.
Finding
B. The use is allowed within the applicable zoning district and complies with all other
applicable provisions of this Zoning Code and the Municipal Code.
Facts in Support of Finding
1. The site is located in the Block 500 Newport Center Planned Community (PC -46)
Zoning District. The PC -46 Zoning District is intended to permit the location of a
combination of business and professional office uses, and light general commercial
activities engaged in the sale of products to the general public. The proposed health
and fitness facility is consistent with land uses permitted by the PC -46 Zoning District.
2. The proposed use will comply with all applicable development and parking standards.
Finding
C. The design, location, size, and operating characteristics of the use are compatible with
the allowed uses in the vicinity.
Facts in Support of Finding
1. Light general commercial uses such as health and fitness facilities are commonly
located within office developments as an ancillary use that provides a service to both
employees of the surrounding businesses as well as residents in the surrounding
neighborhoods. The establishment will be compatible with the land uses permitted
within the surrounding vicinity.
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Zoning Administrator Resolution No. ZA2013-
Paqe 3 of 6
2. The proposed use will be located in a vacant tenant space within an existing multi -
tenant office building.
3. The multi- tenant office building is adjacent to residential land uses located to the north
within the Big Canyon Planned Community (PC -8) Zoning District; however, the
project site is located along the eastern edge of the office development site, is oriented
towards the parking lot away from the residential uses, and is separated from these
uses by a roadway /parkway buffer.
4. The surrounding commercial uses along San Joaquin Hills Road and within Newport
Center contain various business office, medical office and general commercial uses.
The proposed health and fitness facility is compatible with the existing and permitted
uses in the vicinity.
5. The hours of operation for the health and fitness fatty will be from 6:00 a.m. to 8:00
p.m., daily.
Finding
D. The site is physically suitable in terms of design, location, shape, size, operating
characteristics, and the provision of public and emergency vehicle (e.g., fire and medical)
access and public services and utilities.
Facts in Support of Finding
1. Adequate circulation and code required parking are provided within the Block 500
Newport Center office site to accommodate the existing and proposed uses. The
existing multi- tenant office building is 12,929 gross square feet and a total of 50
parking spaces are provided. The number of total parking required for the shopping
center is 51; however, one parking space was lost in 2008 due to Americans with
Disability Act (ADA) upgrades. Pursuant to Zoning Code Section 20.40.110.A
(Adjustments to Off - Street Parking Requirements), the Director may reduce parking
requirements when a parking lot is upgraded for ADA compliance.
2. Adequate public and emergency vehicle access, public services, and utilities are
provided within the existing office development.
3. The tenant improvements to the project site will comply with all Building, Public Works,
and Fire Codes. All ordinances of the City and all conditions of approval will be
complied with.
Finding
E. Operation of the use at the location proposed would not be detrimental to the harmonious
and orderly growth of the City, or endanger, jeopardize, or otherwise constitute a hazard
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Zoning Administrator Resolution No. ZA2013-
Page4of6
to the public convenience, health, interest, a safety, or general welfare of persons
residing or working in the neighborhood of the proposed use.
Facts in Support of Finding
1. The project has been reviewed and includes conditions of approval to ensure that
potential conflicts with the surrounding land uses are minimized to the greatest extent
possible.
2. The proposed use and hours of operation are compatible with existing uses within the
Block 500 Newport Center office site.
3. A health and fitness facility of this size is a common retail /service use that can be
expected within and nearby office developments such as the Block 500 Newport Center
office site.
4. The proposed health and fitness facility will serve the surrounding business community
as well as residents of the adjacent neighborhoods. This will provide an economic
opportunity for the property owner to update tenant mixture to best serve the quality of
life for the surrounding business and residential community.
SECTION 4. DECISION.
NOW, THEREFORE, BE IT RESOLVED:
1. The Zoning Administrator of the City of Newport Beach hereby approves Minor Use
Permit No. UP2013 -026, subject to the conditions set forth in Exhibit A, which is attached
hereto and incorporated by reference.
2. This action shall become final and effective 14 days after the adoption of this
Resolution unless within such time an appeal is filed with the Community Development
Director in accordance with the provisions of Title 20 Planning and Zoning, of the
Newport Beach Municipal Code.
PASSED, APPROVED AND ADOPTED THIS 23RD DAY OF DECEMBER, 2013.
Brenda Wisneski, AICP, Zoning Administrator
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Zoning Administrator Resolution No. ZA2013-
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EXHIBIT "A"
CONDITIONS OF APPROVAL
1. Minor Use Permit No. UP2012 -026 shall expire unless exercised within 24 months from the
date of approval as specified in Section 20.54.060 of the Newport Beach Municipal Code, or
an extension is otherwise granted.
2. The Zoning Administrator may add to or modify conditions of approval to this Minor Use
Permit or revoke this Minor Use Permit upon a determination that the operation, which is the
subject of this Minor Use Permit, causes injury, or is detrimental to the health, safety, peace,
comfort, or general welfare of the community.
3. The project shall be in substantial conformance with the approved plot plan, floor plan, and
elevations dated October 1, 2013.
4. Any change in operational characteristics, expansion in area, or other modification to the
approved plans, shall require an amendment to this Minor Use Permit or the processing of
a new use permit.
5. Should the property be sold or otherwise come under different ownership, any future
owners or assignees shall be notified of the conditions of this approval by either the
current business owner, property owner, or the leasing agent.
6. The project and all tenant improvements must comply with the most recent, City- adopted
version of the California Building Code.
7. The applicant shall comply with all federal, state, and local laws. Material violation of any
of those laws in connection with the use will be cause for revocation of this Permit.
8. A Special Events Permit is required for any event or promotional activity outside the
normal operational characteristics of this health and fitness facility that would attract large
crowds, include any form of on -site media broadcast, or any other activities as specified in
the Newport Beach Municipal Code to require such permits.
9. The use shall be limited to a maximum of three employees and 24 patrons at any time
during the business hours 6:00 a.m. to 8:00 p.m., daily.
10.The doors and windows shall remain closed at all times that the facility is open for
business.
11.The operator of the facility shall be responsible for the control of noise generated on the
subject facility. Pre - recorded music may be played in the tenant space, provided exterior
noise levels do not exceed the provisions of Chapter 10.26 of the Newport Beach
Municipal Code.
12. Prior to implementation of the proposed operation, the applicant shall install noise - abating
material to both the interior walls and ceiling of the tenant space which abuts any
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Zoning Administrator Resolution No. ZA2013-
Page 6 of 6
neighboring tenant space that may be adversely impacted by daytime operations of the
facility. The proposed material shall be reviewed and approved by both the Planning and
Building Departments for installation requirements.
13.Prior to issuance of building permits, the applicant shall submit to the Planning
Department an additional copy of the approved architectural plans for inclusion in the use
permit file. The plans shall be identical to those approved by all City departments for
building permit issuance. The approved copy shall include architectural sheets only and
shall be reduced in size to 11- inches by 17- inches. The plans shall accurately depict the
elements approved by this Planning Director's Use Permit and shall highlight the
approved elements such that they are readily discernible from other elements of the
plans.
14.To the fullest extent permitted by law, applicant shall indemnify, defend, and hold harmless
City, its City Council, its boards and commissions, officials, officers, employees, and agents
from and against any and all claims, demands, obligations, damages, actions, causes of
action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including
without limitation, attorney's fees, disbursements and court costs) of every kind and nature
whatsoever which may arise from or in any manner relate (directly or indirectly) to City's
approval of the Bari Studio Minor Use Permit including, but not limited to, Minor Use Permit
No. UP2013 -026 (PA2013 -230). This indemnification shall include, but not be limited to,
damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses
incurred in connection with such claim, action, causes of action, suit or proceeding whether
incurred by applicant, City, and /or the parties initiating or bringing such proceeding. The
applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which
City incurs in enforcing the indemnification provisions set forth in this condition. The
applicant shall pay to the City upon demand any amount owed to the City pursuant to the
indemnification requirements prescribed in this condition.
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Attachment No. ZA 2
Vicinity Map
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VICINITY MAP
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Minor Use Permit No. UP2013 -026
PA2013 -230
2125 San Joaquin Hills Road
-4
Attachment No. ZA 3
Applicant's Description and Justification
15
Project is located at 2101 - 2131 San Joaquin Hills Road, Newport Beach California.
The proposed project is located in MU -H3 (Mixed Use Horizontal) General Plan Land
use, the zoning district is PC 46 on the Block 500 Newport Center. Proposed project will
be housed in an existing commercial building with a total size of 12,929 gross square
feet. There is no proposed enlargement to the existing building, as well as no change in
egress. The dedicated address for the proposed space is 2125 San Joaquin Hills Road.
This existing space consist of 3,176 gross square feet that will include a reception area,
2 exercise studios, bathrooms and changing facilities for male and female and a small
private office. 2125 San Joaquin Hills Road will have access to 16 parking spaces as
required by the Planning Department. The parking spaces includes 2 ADA compliant
parking spaces as well as a ramp for access. The proposed use classifies us as a large
fitness center over 2,000 square feet. The proposed use of the space will be a fitness
center for group fitness classes as well as personal training. The maximum number of
occupants per classroom will be 12 occupants, with a total of 24 patrons plus 3
employees. The hours of operation will be from 6 a.m. to 8 p.m. The operation of the
large fitness establishment at 2125 San Joaquin Hills Rd. will not be detrimental to the
harmonious and orderly growth of Newport Beach, nor endanger, jeopardize or
otherwise constitute a hazard to the public convenience, health, interest, safety, or
general welfare of persons residing or working in the neighborhood of the proposed use.
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Attachment No. ZA 4
Parking Memo
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27
Memorandum
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
100 CIVIC CENTER DRIVE
NEWPORT BEACH, CA 92660
(949) 644 -3200
To: File No. PA2013 -230 (UP2013 -026)
From: Benjamin M. Zdeba, Assistant Planner on behalf of Kimberly Brandt, AICP,
Community Development Director
Date: December 17, 2013
Re: ADA Compliance Parking Adjustment, 2101 — 2131 San Joaquin Hills Road
The subject multi- tenant commercial building was constructed in 1969. All on -site parking
complied with the parking requirements in effect at the time it was constructed.
In 2008, a medical office tenant improvement, authorized under building permit number
X2008 -0457, required an upgrade to the site in order to comply with the Americans with
Disabilities Act (ADA) standards. Due to this upgrade, one parking space was replaced by an
accessible offloading area resulting in a total of 21 parking spaces being located on site.
Pursuant to Zoning Code Section 20.40.110.A (Adjustments to Off - Street Parking
Requirements), the Director may administratively reduce parking requirements due to a loss
of parking spaces because of ADA requirements associated with tenant improvements. In this
case, the Director is recognizing the preexisting total of 22 parking spaces to serve the multi -
tenant commercial building with the additional required parking space reduced due to the
upgrade.
im
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Parking Summary
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O�
PA2013- 230(UP2013 -026)
Block 500 Newport Center (2101 - 2131 San Joaquin Hills Road)
Parking Summary
12/23/2013
Address
Tenant
Use
Gross Area
Net Area
Ratio
Required
2105
Newport Dental Center
Medical
1,458
1,350
1/250 Gross
5.83
2111
Ortho Sport
Medical
2,051
1,898
1/250 Gross
8.20
2121
Hair Clinic
Medical
1,565
1,448
1/250 Gross
6.26
2131
Cambridge Foot & Ankle
Medical
1,061
982
1/250 Gross
4.24
2115
Power Fitness
Health /Fitness Facility'
1,998
1,849
1/250 Gross
7.99
2101
Brentwood Management
Business Office
981
908
1/375 Net
2.42
2125
Proposed Bari Studio
Health /Fitness Facility
3,176
12,938
11 /200 Gross
115.88
Total Required 51
Total Available 50
'Small -Scale Health and Fitness Facilities are less than 2,000 square feet in area and are required one parking space per 250 gross square feet.
2Parking lot was reduced by one parking space with plan check number 0442 -2008 for a tenant improvement to 2121 San Joaquin Hills Road.
printed 1211712013
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Attachment No. ZA 6
Project Plans
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GENERAL NOTES
1. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES,
ORDINANCES, RULES AND REGULATIONS PERTAINING TO LABOR AND MATERIALS.
2. THE OWNER SHALL BE RESPONSIBLE FOR THE SAFE MAINTENANCE OF THE BUILDING AND
ITS FACILITIES (C27- 127 -C27 -128)
3. NO WORK TO BE DONE BEYOND THE BUILDING LINES WITHOUT APPROVAL OF THE
DEPARTMENT OF HIGHWAYS.
4. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS ON THE JOB AND ARCHITECTS OFFICE MUST BE NOTIFIED OF ANY VARIATION
FROM THE DIMENSIONS SHOWN BY THESE DRAWINGS.
5. ALL CONSTRUCTION, DIMENSIONS AND DETAILS SHALL CONCUR WITH AND BE
DETERMINED FROM THESE DRAWINGS ONLY.
6. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN
STRICT ACCORDANCE WITH THE LATEST EDITION OF THE ASTM SPECIFICATIONS
APPLICABLE, AND TO CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE
VARIOUS TRADE INSTITUTES (A.C.T., A.I.S.S. ETC) WHERE APPLICABLE. ALL MATERIALS
INCORPORATED INTO THE WORK SHALL BE NEW.
7. CONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUENTLY BRACING AND PROTECTING
ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKNESS, COLLAPSE,
DISTORTIONS AND OFF - ALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND
GOOD PRACTICE.
8. WHERE PIPES, WIRES, CONDUITS, DUCTS, ETC., PIERCE FIRE PROTECTION OD
INDIVIDUALLY ENCASED STRUCTURAL MEMBEERS, SUCH PENETRATION SHALL NOT
EXCEED 2 PERCENT OF ANY FACE SUCH PROTECTION, AND SHALL BE CLOSED OFF WITH
CLOSE FITTING METAL ESCUTCHEONS OR PLATES (C27 -324)
9. CEILINGS THAT CONTRIBUTE TO THE REQUIRED FIRE RESISTANCE RATING OF A FLOOR OR
ROOF ASSEMBLY SHALL BE CONTINOUS BETWEEN FIRE DIVISIONS, FIRE SEPERATIONS OR
VERTICAL PARTITIONS HAVING THE SAME FIRE RESISTANCE RATING AS THE CEILING.
CONCEALED SPACE ABOVE SUCH CEILING, UNLESS SPRINKLERED, SHALL BE FIRESTOPPED
INTO AREAS NOT EXCEEDING 3,000 SQ.FT. ACCESS TO SUCH SPACE MAY BE THROUGH ONE
OR MORE OPENINGS NOT EXCEEDING 9 SO. FT. AND PROTECTED BY SELF - CLOSING
OPENING PROTECTIVE. (C27 -327)
10. FIRESTOPPING: CONCEALED SPACES WITHIN PARTITIONS, WALLS, FLOORS, ROOFS, STAIRS,
FURRING PIPE SPACES, COLUMN ENCLOSURES, ETC. SHALL BE FIRESTOPPED (EXCEPTED
WHERE CONCEALED SPACED IS SPRINKLERED OR IS CONSTRUCTED AS A SHAFT) AS
FOLLOWS:
A. CONSTRUCTION GROUP 1: WITH NON - COMBUSTIBLE MATERIAL.
B. NON - COMBUSTIBLE FIRESTOPPING MAY BE MASONRY SET IN MORTAR, CONCRETE
MORTAR OR PLASTER ON NON - COMBUSTIBLE LATH, PLASTER BOARD AT LEAST 3/8"
THICK, SHEET METAL OF AT LEAST 0.002" THICK SOLID WEB METAL STRUCTURAL
MEMBERS, '' /d' MINIMUM CEMENT BOARD OF EQUIVALENT MATERIALS, MINERAL, SLAG, OR
ROCKWOOL WHEN COMPACTED INTO CONFINED SPACES. (C27 -345).
11. INTERIOR FINISH: MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH THE SURFACE
FLAME - SPREAD RATING OBTAINED AS PRESCRIBED IN ASTM E -84 -1961 "STANDARD METHOD
OF TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS" AS PER
C27 -345.
12. ALL EXITS SHALL BE KEPT READILT ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES.
13. ALL INTERIOR TOILETS SHALL BE MECHANICALLY VENTILATED IN ACCORDANCE WITH
SECTION C27 -759 OF THE BUILDING CODE.
14. INTERIOR REQUIRED STAIR SHALL BE ENCLOSED WITH 1 HOUR FIRE RATING IN
ACCORDANCE WITH NEW YORK CITY BUILDING CODE -TABLE 3 -4.
15. ALL VENT DUCT SHAFTS SHALL BE ENCLOSED WITH 1 HOUR ENCLOSURE. NO DUCT VENTS
TO PASS THROUGH STAIR ENCLOSURES. % HOUR AUTOMATIC SELF - CLOSING FIRE
DAMPERS TO BE INSTALLED IN VENT DUCTS WHEN THEY PIERCE PUBLIC CORRIDORS.
16. WOOD REQUIRED TO BE FIREPROOFED SHALL BE TESTED IN ACCORDANCE WITH
REFERENCED STANDARDS RS 5 -3 AND RS 5 -4.
17. TOILET ROOM SIDE PARTITIONS SHALL BE 5/8" WATER RESISTANT GYPSUM WALLBOARD.
18. FINISHED FLOORING IN ALL EXITS SHALL BE OF NON - COMBUSTIBLE MATERIAL. (C27 -351)
19. REMOVE ALL EXISTING WALLS, PARTITIONS, DOORS, FLOORING, CEILINGS, FIXTURES, ETC.
AS SHOWN ON DRAWINGS OR AS REQUIRED TO INSTALL NEW WORK.
20. WHERE EXISTING BEARING WALLS, BEAMS OR ANY OTHER STRUCTURAL SUPPORT OF THE
EXISTING BUILDING IS BEING REMOVED. CONTRACTOR SHALL DO AL NECESSARY SHORING,
NEEDLING, UNDERPINNING, ETC. AS REQUIRED TO MAINTAIN THE SAFETY OF THE
STRUCTURE, THE WORKERS, AND THE GENERAL PUBLIC.
21. ALL NEW STEEL RESTING ON MASONRY SHALL HAVE THREE COURSES OF BRICK UNDER
SAME AND BEARING PLATES UNDER STEEL.
22. ALL STRUCTURAL STEEL FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH
THE LATEST ASTM SPECIFICATIONS FOR A -36 AND A -50 STEEL.
23. NEW MASONRY SHALL BE LAID UP IN TYPE M OR S PORTLAND CEMENT MORTAR, 1:3 MIX
WITH NOT MORE THAN 1 LIME BY VOLUME, AS PER RS 10-46, ASTM C270,1964.
24. BRICK SHALL BE ANCHORED TO BLOCK WITH TRUSS -TYPE GALVANIZED METAL ANCHORS
EVERY 160 SQUARE INCHES.
25. ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED PLUMBER AND SHALL
CONFORM TO ALL CODE REQUIREMENTS.
26. ALL FIXTURES SHALL BE PROPERLY VENTED AND SHALL HAVE SHUT -OFF VALVES AT EACH
FIXTURE WITH WATER SUPPLY IN COPPER PIPES.
27. ALL SOIL, WASTE AND VENT LINES IN FLOOR 2" AND LARGER, SHALL BE E.H.C.I., AND SHALL
HAVE CLEAN OUTS AT THE BASE OF ALL LINES. VENTS SHALL PROJECT THROUGH THE
ROOF, 4 " -0 ".
28. ALL SERVICE EQUIPMENT SHALL BE MEA APPROVED AND AN EQUIPMENT USE PERMIT
SHALL BE OBTAINED BY THE INSTALLATION CONTRACTOR FOR ALL SUCH EQUIPMENT.
METAL STUDS AND JOISTS NOTES:
1. STUDS AND /OR JOISTS AND ACCESSORIES SHALL BE OF THE TYPE, SIZE,
GAUGE AND SPACING SHOWN ON THE DRAWINGS.
3. STUDS SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND
STEEL INSTITUTE (AISI) "SPECIFICATIONS FOR THE DESIGN OF COLD
FORMED STEEL STRUCTURAL MEMBERS ", LATEST EDITION.
4. STUDS AND RUNNERS SHALL BE FORMED FROM CORROSION- RESISTANT
STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM A446, WITH A
MINIMUM YIELD STRENGTH OF 40 KSI.
METAL STUDS AND JOISTS NOTES:
5. PRIOR TO FABRICATION OF FRAMING, THE CONTRACTOR SHALL SUBMIT
FABRICATION AND ERECTION DRAWINGS TO THE ARCHITECT TO OBTAIN
APPROVAL. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK.
6. FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENTS TO
PERPENDICULAR MEMBERS, OR AS REQUIRED, FOR AN ANGULAR FIT
AGAINST ABUTTING MEMBERS.
7. FASTENING OF COMPONENTS SHALL BE WITH SELF - DRILLING SCREW OR
WELDING. SCREWS OR WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE
THE STRENGTH OF THE CONNECTION. WIRE TYING OF COMPONENTS
SHALL NOT BE PERMITTED. ALL WELDS SHALL BE TOUCHED UP WITH A
ZINC -RICH PAINT.
8. RUNNERS SHALL BE SECURELY ANCHORED TO THE SUPPORTING
STRUCTURE AS SHOWN ON THE DRAWINGS. ABUTTING LENGTHS OF
RUNNER SHALL EACH BE SECURELY ANCHORED TO A COMMON
STRUCTURAL ELEMENT, BUTT - WELDED OR SPLICED.
9. STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO
FLANGES OF BOTH UPPER AND LOWER RUNNERS.
10AACK STUDS OR CRIPPLES SHALL BE INSTALLED BELOW WINDOW SILL,
ABOVE WINDOW AND DOOR HEADS, AND ELSEWHERE TO FURNISH
SUPPORTS, AND SHALL BE SECURELY ATTACHED TO CONNECTING
MEMBERS.
11.LATERAL BRACING SHALL BE PROVIDED BY USE OF HORIZONTAL STRAPS
OR COLD - ROLLED CHANNELS.
12.JOISTS SHALL BE LOCATED DIRECTLY OVER BEARING STUDS OR A LOAD
DISTRIBUTION MEMBER SHALL BE PROVIDED AT THE TOP OF THE BEARING
WALL.
13.WEB STIFFENERS SHALL BE PROVIDED AT REACTION POINTS AND AT
POINTS OF CONCENTRATED LOADS WHERE INDICATED ON THE DRAWINGS.
GENERAL PLUMBING NOTES
1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH B.O.C.A., NFPA, STATE CODES AND LOCAL
AUTHORITIES HAVING JURISDICTION.
2. ALL WORK SHALL CONFORM TO THE BUILDING STANDARDS, IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO MEET WITH BUILDING CONTRUCTION MANAGER IN ORDER TO
BECOME TOTALLY FAMILIAR WITH BUILDING CONSTRUCTION RULES. THERE SHALL BE NO
DEVIATION FROM THE BUILDING STANDARDS WITHOUT PRIOR WRITTEN APPROVAL FROM
THE CONSTRUCTION MANAGER.
3. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, INSPECTION AND FEES, ETC.
4. WATER LINES -TYPE L COPPER ASTM B -88 ABOVE GRADE,
5. TEST: ONE HOUR AT 150 PSI FOR DOMESTIC WATER. SOIL & WASTE FILL TO ROOF & BE GAS &
WATER, TIGHT FOR 24 HOURS.
6. WASTE & VENT - 3" AND LARGER. SERVICE WEIGHTS Cl ASTM A74, CISP 301 -684.
7. WASTE & VENT - 2 1/2" AND SMALLER. GALVANIZED STEEL PIPE WITH GALVANIZED
THREADED FITTING AS PER CODE.
8. EXPOSED WATER AND WASTE PIPING CONNECTIONS TO PLUMBING FIXTURES SHALL BE
CHROME- PLATED AS PER CODE.
9. PROVIDE SHOCK ABSORBERS PER CODE ON WATER SUPPLY TO FIXTURES WITH QUICK
CLOSING VALVES.
10. VENT LINES TO SLOPE UP TO VTR.
11. WASTE PIPING TO SLOPE IN THE DIRECTION OF FLOW AS PER CODE.
12. INSULATION: H & CW 1" ARMAFLEX FR. FOAM INSULATION.
13. INSULATING UNIONS SHALL BE PROVIDED AT JUNCTIONS OF DISSIMILAR METALS
14. UNIONS - GROUND JOINT BRASS SEAT.
15. CONTRACTOR COORDINATE PLUMBING AND FIRE PROTECTION PIPING WITH WITH
OTHER TRADES PIPING APPROXIMATE, MAKE CHANGES TO AVOID CONFLICT.
16. WHEN WATER PRESSURE TO PLUMBING FIXTURES EXCEEDS 80 PSI PROVIDE
PRESSURE REDUCING VALVE.
17. PROVIDE FIRE & SMOKE STOPPING FOR ALL PLUMBING AND FIRE PROTECTION PIPING
PASSING THROUGH RATED WALLS OR SMOKE PARTITIONS.
18. PROVIDE CLEAN -OUTS AT ALL WASTE PIPE CHANGE OF DIRECTIONS. PROVIDE ACCESS
DOORS, 12x12, AT ALL CLEAN -OUTS. ACCESS DOORS TO BE FIRE RATED TO SUIT THE WALL /SHAFT
CONSTRUCTION.
19. CORDINATE ALL FIXTURES AND APPLIANCE WITH THE ARCHITECT AND CM.
DESIGNER WOODLAB
TENANT IMPROVEMENT DRAWINGS I oESIGNaFAeRICarIoN
LOCATION PLAN
O�
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2125 SAN JOAQUIN
w
z
1710
CD
9ST
BLOCK PLAN
AREA OR WORK AT
2125 SAN JOAQUIN HILLS ROAD
1ST FLOOR COMMERCIAL SPACE
A: 122 DIKEMAN STREET
HILLS ROAD SUITE #1
BROOKLYN, N.Y. 11238
P:917- 664 -4163
NEWPORT BEACH, O 92660 E: PENA @WOODLABNYC.COM
PROJECT ENGINEER:
THANG LE, S.E.
STRUCTURAL ENGINEER
Pow\\ AREA OF
E� WORK
�v
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Q
1. Wil
® GENERAL
PARKING
AREA
SUITE / / / / / / //% SUITE
2121 SUITE 2131 EXISTING
SUITE .AREA =1,565 S.F 2125 G. AREA= ADA RAMP
2115 1,061 S.F.
. S.
G. AREA = 1,998 S.F. AREA= 3,176
ADA SIGN
SUITE PUBLIC
2111 BATHROOMS
AREA =2,051 S.F. GAREA =6395F.
SUITE
2105
G. AREA= 1,458 S.F.
SUITE
2101
N. AREA = 908 S.F.
SUITE
NAME
2101
BRENTWOOD MANAGEMENT
2105
NEWPORT DENTAL CENTER
2111
ORTHO SPORT
2115
POWER FITNESS
2121
HAIR CLINIC
2125
BARI STUDIO
2131
CAMBRIDGE FOOT & ANKLE
PUBLIC BATHROOM & PUBLIC
CC
PARKING SPACE ANALISYS
USE
GROSS AREA
NET AREA
RATIO
OFFICE
981 S.F.
#gS968sS!F! I
NET / 375 = 2.42
MEDICAL
-I -x
1f458 #S�F # "w` i
1,350 S.F.
GROSS / 250 = 5.83
MEDICAL
�,y,2'051y,S�F�;
1,898 S.F.
GROSS / 250 = 8.20
HEALTH /FITNESS
K'w331L998IS�F:"`
1,849 S.F.
GROSS / 250 = 7.99
MEDICAL
..1J56SF7
1,448 S.F.
GROSS / 250 = 6.26
HEALTH / FITNESS;,E3176;'SF'.4
2,938 S.F.
GROSS / 200 = 15.88
MEDICAL
+' 1*,661 ;5 F ;
982 S.F.
GROSS / 250 = 4.24
N/A
1 639 S.F.
592 S.F.
TOTALS 1 1 12,929 S.F. 1 11,965 S.F.
TOTAL NUMBER OF REQUIRED PARKING SPACES = 50
TOTAL AVAILABLE PARKING SPACES = 21 (ON -SITE) + 29 ( GENERAL AREA) = 50 = 50; O.K.
PARKING STALL ANALYSIS
REQUIRED P.S.
2
6
8
8
6
16
4
50
VAN ACCESSIBL
SPACE
ADA PARKING STALL
8' -6"
BUILDING AREA:
12,537 S.F.
AREA OF
WORK
0 SITE PLAN
o AREA OR WORK AT
2125 SAN JOAQUIN HILLS ROAD
1ST FLOOR COMMERCIAL SPACE
ADA SIGN DRAWING LIST
ARCHITECTURAL
AN ACCESSIBLE
SPACE
T -001
TITLE SHEET
A -100
1 ST FLOOR PROPOSED PLAN
A -101
BATHROOM DETAIL PLAN
A -102
EXERCISE STUDIO DETAIL PLAN
A -103
VARIOUS DETAILS
A -104
INTERIOR ELEVATIONS
A -200
REFLECTED CEILING PLAN
PROJECT INFORMATION
B JILDING ADDRESS: 2125 SAN JOAQUIN HILLS ROAD
B JILDING TYPE: V -B
ONING: PC -46
BLOCK 500 NEWPORT BEACH CENTER
U E: MU -H3, MIXED USE HORIZONTAL
A 3N NUMBER: 44208103
N JMBER OF STORIES: 1
O DCUPANCY GROUP: B, BUSINESS
S OPE OF WORK SQUARE FOOTAGE: 2,984 S.F.
S RINKLERS: NO
S OPE OF WORK: INTERIOR TENANT IMPROVEMENT
P ROJECT, NEW PLUMBING FIXTURES, NEW ELECTRICAL,
N W PARTITIONS AND NEW FLOORING AS INDICATED.
THERE IS NO PROPOSED CHANGE OF USE, EGRESS OR
ADA PARKING
_ 29 SPACES
AVAILABLE
-PER BUILDING
TOTAL SPACES = 363
DADA PARKING SPOT
SYMBOLS AND MATERIALS
A: 3029 Eisenhower Avenue
Arcadian, CA 91007
P: 626- 731 -1539
E: thangle @sbcglobal.net
1Q 10/01/2013 REISSUED FOR PRICING
08/28/2013 ISSUED FOR PRICING
07/16/2013 ISSUED FOR LANDLORD REVIEW
Rev. Date ISSUE
REVISIONS /ISSUED
PROJECT NAME: ■
0�
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RELATED NEW BUILDING /ALTERATION REFERENCE NO
DOB BSCAN STICKER:
DOB EMPLOYEE STAMPS AND SIGNATURES:
NEW DRYWALL PARTITION
TT1TTnTNIT NEW 2HR RATED DRYWALL PARTITION
CONCRETE DRAWING TITLE:
BRICK TITTLE SHEET
CONCRETE BLOCK
4 INDICATES PARTITION TYPE
DRAWING NO.:
INDICATES WATER RESISTANT GYPSUM BOARD
TOP LETTER DENOTES DETAIL NUMBER T,,,,,,,,,,001 ■ 0 0
x
xx BOTTOM NUMBER DENOTES DRAWING NUMBER
TOP DENOTES DOOR TYPE (SEE DOOR SCHEDULE)
SEAL & SIGNATURE : DATE: 07/1/2013
xx BOTTOM DENOTES HARDWARE (SEE SPECIFICATIONS) PROJECT NO.:
E DRAWN By EK
ZEXIT & EMERGENCY LIGHT SCALE: AS NOTED
OSMOKE / CARBON MONOXIDE DETECTOR
SD /CD
SHEET
a® a® a ®® a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a® a® a® a a a a a a a a a a a a a/
PROPOSED 1 ST FLOOR PLAN
SCALE: 1/4" = 1' -0"
APPROX. GROSS AREA: 2.984 S.F.
FLOORING LEYEND
CERAMIC TILE 250 S.F.
POLISHED CONCRETE FLOORING 750 S.F.
® DANCE FLOORING 1,620 S.F.
SHOWER FLOORING 20 S.F.
a Ilk
101
102
108
103A
104
105
106
107
107A
108
109
1110
1111
112
113
PT -1
PT -2
PT4
LT -1
CT-2
CT-8
CT-4
WD -2
BO'
CB
CT
EX
Cab
PC
P
WD
1
A -102
INTERIOR FINISH SCHEDULE
BENJAMINE MOORE PAINT COLOR WHITE WATER (2120.60)
BENJAMINE MOORE PAINT COLOR TBD
BENJAMINE MOORE PAINT COLOR TBD
CERAMIC TILE -1 SALEIRNO PORCELAIN TILE • HAMPTON WOOD SERIES; WALNUT 6" X 24"
CERAMIC TILE -2 KASKA PORCELAIN TILE - EURO SERIES; BIANC06" X 24"
CERAMIC TILE -3 SOLISTONE RIVER ROCK; 12" X 12" GRAY NATURAL STONE
CERAMIC TILE -4 KESIR MOSAIC TILE - MARBLE SERIES; TURKISH CARRARA WHITE POLISHED
ZENTERRA BAMBOO FITNES FLOORING; 5" X 76" PLANKS
BLACK ONYX ACID STAIN, FABCRETE LLC
MATERIALS LEGIEND
CONCRETE (BOARD
CERAMIC TILE
EXISTING MATERIAL TO REMAIN
GYPSUM (BOARD
POLISHED CONCRETE
PAINT
WOOD -PAINT GRADE
DOOR AND FRAME SCHEDULE
DOOR
MAT'L
IFINISH
COLOR
MAT'L
IFINISH
COLOR
MAT'L
FINISH
ICOLOR
MAT'L
IFINISH
COLOR
Receptlon
18581.
PC
AS
SO
WD
PG
PT -1
GB
PS
TBD
GB
PS
TBD
Corrldor
462 s.f.
PC
AS
BO
WD
PG
PT -1
GB
PS
TBD
GB
PS
TBD
Men Changing Room
79,5 a.f.
CT
04
CT -1
CT
NIA
CT -1
GB
PS / WP
TBD
GS
PS
TBD
Male Shower
9 s.f.
CT
CT -3
N/A
NIA
N/A
CT
N/A
CT-4
CIB
PG
TBD
Unisex ADA Bath
58.23 s.f.
CT
CT -1
CT
N/A
CT -1
CT
N/A
TBD
GS
PS
TBD
Storage Rom
36 s.L
EX.
N/A
N/A
WD
PG
PT -1
EX.
NIA
NIA
GB
PS
TBD
Spa Room
79 s.f.
CT
CT -1
CT
N/A
CT -1
GB
PS / WP
TBD
GS
PS
TBD
Fen'mal ®Changing Room
886.1.
CT
CT -1
CT
N/A
CT -1
GB
PS /WP
TBD
GB
PS
TBD
Femmale Shouter
9 e.f.
CT
CT -3
N/A
N/A
N/A
CT
N/A
CT-4
Ci8
PG
TBD
Laundry Closet
40 s.f.
CT
CT -2
CT
NIA
CT -2
GB
PS
TBD
GB
PS
TBD
Exercise Studio A
855.25 e.f.
WD -2
FF
EMS
WD
PG
PT -1
GB
PS
TBD
GS
PS
TBD
Exercise Studio B
788 s.f.
WD -2
FF
EMS
WD
PG
PT -1
GB
PS
TBD
GB
PS
TBD
Coat & Shoe Closet
44 8.f.
PC
AS
BO
WD
PG
PT -1
GB
PS
TBD
GB
PS
TBD
Storage Closet
24.58.1.
PC
AS
BO
WD
PG
PT -1
GB
PS
TBD
GB
PS
TBD
CfficeArea
101.58.1.
PC
AS
SO
WD
PG
PT -1
GB
PS
TBD
GS
PS
TBD
BENJAMINE MOORE PAINT COLOR WHITE WATER (2120.60)
BENJAMINE MOORE PAINT COLOR TBD
BENJAMINE MOORE PAINT COLOR TBD
CERAMIC TILE -1 SALEIRNO PORCELAIN TILE • HAMPTON WOOD SERIES; WALNUT 6" X 24"
CERAMIC TILE -2 KASKA PORCELAIN TILE - EURO SERIES; BIANC06" X 24"
CERAMIC TILE -3 SOLISTONE RIVER ROCK; 12" X 12" GRAY NATURAL STONE
CERAMIC TILE -4 KESIR MOSAIC TILE - MARBLE SERIES; TURKISH CARRARA WHITE POLISHED
ZENTERRA BAMBOO FITNES FLOORING; 5" X 76" PLANKS
BLACK ONYX ACID STAIN, FABCRETE LLC
MATERIALS LEGIEND
CONCRETE (BOARD
CERAMIC TILE
EXISTING MATERIAL TO REMAIN
GYPSUM (BOARD
POLISHED CONCRETE
PAINT
WOOD -PAINT GRADE
DOOR AND FRAME SCHEDULE
DOOR
FRAME
ACID STAIN
FIRE
RATING
LABEL
NOTES
MARK
SIZE
MATL
GLAZING
MATL
EL
WD
HGT
THK
01
T -0"
T -0"
1 -3/4"
WOOD
NO
STEEL
NEW DROP CEILING
NO
SOLID CORE DOOR
02
6' -0"
T -0"
1 -3/4"
WOOD
NO
STEEL
NEW DROP CEILING
NO
SOLID CORE DOOR
03
6' -0"
T -0"
1/2"
GLASS
N/A
FRAMELESS
--
NO
DOUBLE FULL GLASS FRAMELESS DOOR W/ PIVOT HINGES
04
5' -0"
T -0"
1 -3/4"
WOOD
NO
STEEL
I --
I NO
I SOLID CORE DOOR
SCOPE OF WORK
FINISH
CALLOUT LEGEND
AS
ACID STAIN
FF
FACTORY FINISH
PS
PAINT SATIN FINISH
PQ
PAINT SEMI -GLOSS FINISH
SL
CLEAR SEALER
NIA
NON AVAILABLE
WP
WALLPAPER
TBD
TO IBE DETERMINED
EXISTING
REPAIR FOR LEVEL 5 FINISH CEILING
EXISTING
REPAIR FOR LEVEL 5 FINISH CEILING
10' -0"
WALL PAPER ONE WALL, NEW DROP CEILING
V -0"
NEW DROP CEILING, WET AREA
10' -0"
NEW DROP CEILING
10' -0"
NEW DROP CEILING
1D' -0"
NEW DROP CEILING
10' -0"
WALL PAPER ONE WALL
F -0"
NEW DROP CEILING, WET AREA
10' -0"
NEW DROP CEILING
EXISTING
REPAIR FOR LEVEL 5 FINISH CEILING
EXISTING
REPAIR FOR LEVEL 5 FINISH CEILING
10' -0"
NEW DROP CEILING
10' -0"
NEW DROP CEILING
EXISTING
REPAIR FOR LEVEL 5 FINISH CEILING
• PROVIDE NEW ROUGH FRAMING FOR GYPSUM BOARD PARTITIONS AS INDICATED.
• PROVIDE PLYWOOD SUBFLOORING FOR HARDWOOD FLOORING AT CORRIDOR, RECEPTION, COAT & SHOE CLOSET, STORAGE CLOSET AND OFFICE AREA.
• PROVIDE ENGINEERING IF REQUIRED FOR ALL PLUMBING FIXTURES INDICATED ON DRAWINGS.
• PROVIDE NEW PLUMBING ROUGHING FOR ALL FIXTURES INDICATED ON DRAWINGS.
• PROVIDE INSTALLATION OF ALL CERAMIC TILE AT WET AREAS, HARDWOOD FLOORING AT CORRIDOR, RECEPTION, COAT & SHOE CLOSET, STORAGE CLOSET AND OFFICE
AREA, PROVIDE INSTALLATION OF EXERCISE STUDIO AREAS.
• PROVIDE NEW HVAC DUCTWORK INTO EXISTING HVAC UNIT.
• PROVIDE ALL ELECTRICAL CONDUIT, SWITCHES, OUTLETS AND PREPARATION FOR ALL LIGHTING FIXTURES.
• INSTALL ALL PLUMBING FIXTURES AS INDICATED ON DRAWINGS.
• INSTALL ALL VENTILATION FANS ON BATHROOM, CHANGING ROOMS AND LAUNDRY CLOSET.
• INSTALL ALL HARDWOOD FLOORING ON CORRIDOR, CLOSETS AND RECEPTION AND BAMBOO FLOORING AT EXERCISE STUDIOS AS INDICATED ON DRAWINGS.
• INSTALL DOORS AS INDICATED ON DRAWINGS. DOORS WILL BE WOOD SOLID CORE. GLASS DOORS TO BE INSTALLED BY FABRICATOR.
• PROVIDE LEVEL 5 FINISHES FOR ALL PARTITIONS.
• PROVIDE SOUND INSULATION AS INDICATED ON DRAWINGS FOR SOUTH WALL AND PORTION OF CEILING.
• PROVIDE INSTALLATION OF ALL MIRRORS IN EXERCISE STUDIOS.
• PROVIDE MIRROR DETAILS IN BATHROOM AND CHANGING ROOM AS INDICATED ON DRAWINGS.
• PROVIDE LIGHT WALL DETAIL AS INDICATED ON DRAWINGS.
• PROVIDE NEW DROP CEILING WITH DETAILS AS INDICATED ON DRAWINGS.
• INSTALL SHELVING ON COAT CLOSET, LAUNDRY ROOM AND STORAGE CLOSETS.
• NEW PAINT THROUGHOUT.
• NEW WALL PAPER INSTALLATION ON SELECTED CHANGING ROOMS AND BATHROOM WALLS.
"THIS IS NOT AN ALL ENCOMPASSING LIST OF REQUIRED ITEMS, THIS IS ONLY A GUIDE FOR CONTRACTOR PRICING.
DESIGNER:
WOODLAB
DESIGN & FABRICATION
A: 122 DIKEMAN STREET
SUITE #1
BROOKLYN, N.Y. 11238
P:917- 664 -4163
E: PENA @WOODLABNYC.COM
PROJECT ENGINEER:
THANG LE, S.E.
STRUCTURAL ENGINEER
A: 3029 Eisenhower Avenue
Arcadian, CA 91007
P: 626- 731 -1539
E: thangle @sbcglobal.net
Q 10/01/2013 REISSUED FOR PRICING
08/28/2013 ISSUED FOR PRICING
07/16/2013 ISSUED FOR LANDLORD REVIEW
Rev. Date ISSUE
REVISIONS /ISSUED
PROJECT NAME: ■
0�
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DOB BSCAN STICKER:
DOB EMPLOYEE STAMPS AND SIGNATURES:
DRAWING TITLE:
1ST FLOOR PROPOSED PLAN
DRAWING NO.:
A- 100.00
SEAL & SIGNATURE:
DATE: 07/01/2013
PROJECT NO.:
DRAWN By EK
SCALE: AS NOTED
SHEET
MATCH LINE TO A -102
E
L
O
f
C
in
1 BATHROOMS DETAIL PLAN
6'6 MJPTO1`60A'3
To P11T'1
,Cc
BOWL AND PIPES MUST CLEAR FLOOR
BE CONTAINED WITHIN SPACE 2'6" X 4'0"
THIS SPACE
ACCESSIBLE FIXTURES AND ACCESSORIES
2
TYPICAL LOCATIONS PER ICC A117.1
NOT TO SCALE
L
C
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LL
a
LL
X U.
� >
_ F
ih LL
LL
LL
F
I CER. TILE BASE
ACCESSIBLE BATHROOM ELEVATION 'A'
1A
TYPICAL
SCALE 1/2 " =1' -0"
h
5' -4
J
Q
Z
LL
'
N
-
Z
LL
6" o
Z
LL
7'
MIRROR
W /STAINLESS
STEEL FRAME
1' -10"
SUPPLY ELBOW WITH
6 3
BREAKER
2' -0" `n
3'4"
b
ro
V_c
GRAB BAR
T-6
1'
6"
MA
AL
G
AB
AR
SLIDE RAIL
Ti
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4_7
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ACCESSIBLE BATHROOM ELEVATION 'A'
1A
TYPICAL
SCALE 1/2 " =1' -0"
h
I CER. TILE BASE
ACCESSIBLE BATHROOM ELEVATION 'B'
TYPICAL
SCALE 1/2 " =1' -0"
J J
Z Z
LL LL
NEW G.B. FURRING AT
WINDOW LOCATIONS
NEW G.B. FURRING AT
WINDOW LOCATIONS
NEW G.B. FURRING AT
WINDOW LOCATIONS
NEW G.B. FURRING AT
WINDOW LOCATIONS
MATCH LINE TO A -102
1"
- 10' -1'1" N.T.S.
J
Q
Z
LL
'
N
O
m
B
SUPPLY ELBOW WITH
6 3
BREAKER
3'4"
V_c
HAND HELD
T-6
Qc
Z
2
MA
AL
G
AB
AR
SLIDE RAIL
f
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m
SOAPTRAY
r`
GRAB B
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m
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ACCESSIBLE BATHROOM ELEVATION 'B'
TYPICAL
SCALE 1/2 " =1' -0"
J J
Z Z
LL LL
NEW G.B. FURRING AT
WINDOW LOCATIONS
NEW G.B. FURRING AT
WINDOW LOCATIONS
NEW G.B. FURRING AT
WINDOW LOCATIONS
NEW G.B. FURRING AT
WINDOW LOCATIONS
MATCH LINE TO A -102
1"
36" INTERIOR
m
B
SUPPLY ELBOW WITH
6 3
BREAKER
7/8"
HAND HELD
- SHAPED GRAB
SHOWER HEAD
AR, 1 1/2" DIA. I
WITH 24"
SLIDE RAIL
f
r
EO
f
m
SOAPTRAY
r`
4{
M I
B
FRONT ELEVATION
SECTION B -B
NON -SKID
BOTTOM
22 1/2" SEAT DIMS;
L- SHAPED
FOLD -UP SEAT
PLAN VIEW
1" DIA.
CURTAIN �
ROD
I
I'
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I'
18"
GRAB BAR
I
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DRAIN I —
19"
38" O.A.
SHOWER DETAILS
SCALE: 1/2" = V -0
1C ACCESSIBLE BATHROOM ELEVATION'C'
TYPICAL
SCALE 1/2 " =1' -0"
>Q
Z
LL
0
in
CER. TILE BASE
>Q
Z
LL
VACUUM
li
I
(h �I
18" �
PRESSURE �I
BALANCING li 10 10"
MIXING I
VALVE
I
Q it I I
m
I i 31 1 /2"
(GRAB BAR)
a C7
�w
0
II
II
3/8" RISE/ 12"
ACCESSIBLE BATHROOM ELEVATION 'D'
1D
TYPICAL
SCALE 1/2 " =1' -0"
DESIGNER:
WOODLAB
DESIGN & FABRICATION
A: 122 DIKEMAN STREET
SUITE #1
BROOKLYN, N.Y. 11238
P:917- 664 -4163
E: PENA @WOODLABNYC.COM
PROJECTTHANG LE, S.E.
STRUCTURAL ENGINEER
A: 3029 Eisenhower Avenue
Arcadian, CA 91007
P: 626- 731 -1539
E: thangle @sbcglobal.net
1Q 10/01/2013 REISSUED FOR PRICING
08/28/2013 ISSUED FOR PRICING
07/16/2013 ISSUED FOR LANDLORD REVIEW
Rev. Date ISSUE
REVISIONS /ISSUED
PROJECT NAME: ■
- If I O
J �
®J cN
_ rn
= Q
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= U
'QI
W
'^�r'
ry
O
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Q _ I z
N_
N
RELATED NEW BUILDING /ALTERATION REFERENCE NO
DOB BSCAN STICKER:
DOB EMPLOYEE STAMPS AND SIGNATURES:
DRAWING TITLE:
BATHROOM DETAIL PLAN
DRAWING NO.:
A- 101.00
SEAL &SIGNATURE:
DATE: 07/01/2013
PROJECT NO.:
DRAWN BV.: EK
SCALE: AS NOTED
SHEET
m
SHOWER DETAILS
SCALE: 1/2" = V -0
1C ACCESSIBLE BATHROOM ELEVATION'C'
TYPICAL
SCALE 1/2 " =1' -0"
>Q
Z
LL
0
in
CER. TILE BASE
>Q
Z
LL
VACUUM
li
I
(h �I
18" �
PRESSURE �I
BALANCING li 10 10"
MIXING I
VALVE
I
Q it I I
m
I i 31 1 /2"
(GRAB BAR)
a C7
�w
0
II
II
3/8" RISE/ 12"
ACCESSIBLE BATHROOM ELEVATION 'D'
1D
TYPICAL
SCALE 1/2 " =1' -0"
DESIGNER:
WOODLAB
DESIGN & FABRICATION
A: 122 DIKEMAN STREET
SUITE #1
BROOKLYN, N.Y. 11238
P:917- 664 -4163
E: PENA @WOODLABNYC.COM
PROJECTTHANG LE, S.E.
STRUCTURAL ENGINEER
A: 3029 Eisenhower Avenue
Arcadian, CA 91007
P: 626- 731 -1539
E: thangle @sbcglobal.net
1Q 10/01/2013 REISSUED FOR PRICING
08/28/2013 ISSUED FOR PRICING
07/16/2013 ISSUED FOR LANDLORD REVIEW
Rev. Date ISSUE
REVISIONS /ISSUED
PROJECT NAME: ■
- If I O
J �
®J cN
_ rn
= Q
� U
= U
'QI
W
'^�r'
ry
O
LU
Q _ I z
N_
N
RELATED NEW BUILDING /ALTERATION REFERENCE NO
DOB BSCAN STICKER:
DOB EMPLOYEE STAMPS AND SIGNATURES:
DRAWING TITLE:
BATHROOM DETAIL PLAN
DRAWING NO.:
A- 101.00
SEAL &SIGNATURE:
DATE: 07/01/2013
PROJECT NO.:
DRAWN BV.: EK
SCALE: AS NOTED
SHEET
ACCESSIBLE BATHROOM ELEVATION 'D'
1D
TYPICAL
SCALE 1/2 " =1' -0"
DESIGNER:
WOODLAB
DESIGN & FABRICATION
A: 122 DIKEMAN STREET
SUITE #1
BROOKLYN, N.Y. 11238
P:917- 664 -4163
E: PENA @WOODLABNYC.COM
PROJECTTHANG LE, S.E.
STRUCTURAL ENGINEER
A: 3029 Eisenhower Avenue
Arcadian, CA 91007
P: 626- 731 -1539
E: thangle @sbcglobal.net
1Q 10/01/2013 REISSUED FOR PRICING
08/28/2013 ISSUED FOR PRICING
07/16/2013 ISSUED FOR LANDLORD REVIEW
Rev. Date ISSUE
REVISIONS /ISSUED
PROJECT NAME: ■
- If I O
J �
®J cN
_ rn
= Q
� U
= U
'QI
W
'^�r'
ry
O
LU
Q _ I z
N_
N
RELATED NEW BUILDING /ALTERATION REFERENCE NO
DOB BSCAN STICKER:
DOB EMPLOYEE STAMPS AND SIGNATURES:
DRAWING TITLE:
BATHROOM DETAIL PLAN
DRAWING NO.:
A- 101.00
SEAL &SIGNATURE:
DATE: 07/01/2013
PROJECT NO.:
DRAWN BV.: EK
SCALE: AS NOTED
SHEET
DRAIN
ND COLD
HOOKUP
L.
— - - - -- - -- — — - - — — — — — - - -- -- — — — — — — — - - -- - - -- i� �. — - - --
_ EXISTING GLUE = LAM - BEAM -ABOVE
Z u
-- - - ° ¢ ANCHOR ANCHOR_ ANCHOR A CHOR ANCHOR_ ANCHOR
0
to
iflZillm
:ISE STUDIO
909
E
6 4 A -104 & 3
iiZillm
I
T T'
1 BATHROOMS DETAIL PLAN
SCALE: 11Z= 1' -0"
I
I-
W
J
J
Q
m
I
-- Ci --O-
- - - --
6' -8"
BALLET
BARRE
6' -89
T_4'I
--- 6--0 --
1' -4"
I
--
6' -8"
BALLET
BARRE
6' -8'1
V -41
I
-- 6- -0- -
-- - - -
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- -
I
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- MIRROR
36'-)"
TOT
L M
RROR LEN
TH
MIRROR
36'-
" TOTAL
M
RROR LEN
TH
MIRROR
6
-0"
MIRROR
6' -0"
IRROR
6' -0"
6' -8"
6' -0"
6' -8"
6' -0"
l' -4"
1-4"
6' -0"
MI
RO
I
6' -8"
MIRROR
I
MIRROR
I
I
MIRROR
MIRROR
I
IRROR
I
I
T T'
1 BATHROOMS DETAIL PLAN
SCALE: 11Z= 1' -0"
I
I-
W
J
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A -103
— —
--- 6--0 --
I
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—
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--- 6--0 --
- - --
- - -
I
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I
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- MIRROR
EXIS- T�ING-
GLUE = LAM =BEAM
MIRROR
-ABOVE
MIRROR
36'-
" TOTAL
M
RROR LEN
TH
MIRROR
MIRROR
IRROR
1'4"
6' -8"
6' -8"
l' -4"
1-4"
6' -8"
6' -8"
1' -4"
16' -0"
3
BARRE
TO 15' -0" AT
STRAIGHT\
ING WALL.
38' -7"
2
6 A -10a > 3
5
EXERCISE ST
910
L, SEE DETAIL.
SOUND INSULATION FROM
ING. \ ,
INFRONT OF EXISTING
V AI„
3
DUCTS ABOVE
BARRE
3
A -m3
K
MATCH LINE TO A -102
DESIGNER:
WOODLAB
DESIGN & FABRICATION
A: 122 DIKEMAN STREET
SUITE #1
BROOKLYN, N.Y. 11238
P:917- 664 -4163
E: PENA @WOODLABNYC.COM
PROJECT ENGINEER:
THANG LE, S.E.
STRUCTURAL ENGINEER
A: 3029 Eisenhower Avenue
Arcadian, CA 91007
P: 626- 731 -1539
E: thangle @sbcglobal.net
1\ 10/01/2013 REISSUED FOR PRICING
08/28/2013 ISSUED FOR PRICING
07/16/2013 ISSUED FOR LANDLORD REVIEW
Rev. Date ISSUE
REVISIONS /ISSUED
PROJECT NAME: ■
- cf) O
J �
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LU
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RELATED NEW BUILDING /ALTERATION REFERENCE NO
DOB BSCAN STICKER:
DOB EMPLOYEE STAMPS AND SIGNATURES:
DRAWING TITLE:
EXERCISE STUDIO DETAIL PLAN
DRAWING NO.:
A- 102.00
SEAL & SIGNATURE:
DATE: 07/01/2013
PROJECT NO.:
DRAWN By EK
SCALE: AS NOTED
SHEET
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
_ HANGERS @
�4 !� 4'-0" O.C. MAX.
7/8" FURRING CHANNEL
@ 24" O.C. (TYP.) ,— WIRE TIE
5/8" GYP. BD. SHED GYPSUM BOARD LEVEL 4, 5" FINISHED GYPSUM BC
WATER/MOLD 8
METAL TRIM RESISTANT
- SEALANT
00
-IT STRIP (SEE SPECS) A2 L E D LIGHT STRIP (SEE SPEC
EXISTING WALL
1 SECTION DETAIL @ VANITY SINK
SCALE 12" = I -0"
ALUMN. "U" EDGE
6" METAL STUD
-1/2" 14 GAUGE METAL
STUD BEHIND
ALUMN. "U" EDGE
6" METAL STUD
2 -1/2" 14 GAUGE METAL
+ + STUD BEHIND
+ � � LEVEL 5, 8" FINISHED GYPSUM BC
2X 1/2" PAN HEAD
SELF - DRILLING
SCREWS EVERY 8"
2X 1/2" PAN HEAD
SELF - DRILLING
SCREWS EVERY 8"
5/8" GYPSUM BOARD
2X 1/2" PAN HEAD
SELF- DRILLING
SCREWS EVERY 8"
2 -1/2" METAL TRACK
d'
a
2 LIGHT WALL DETAIL
SCALE 3" = V -0"
1 3/4"
+
1 3/4"
2 1/2"
LEVEL 5, 8" FINISHED GYPSUM BC
3/4"
5/8" 5/8" GYPSUM BOARD
STUUD
/
6" METAL STUD
6
2 -1/2" 14 GAUGE METAL
STUD BEHIND
STUD
+
WOOD STRIP BLOCKING
3/4" PLYWOOD
1/4" PRE - FINISHED
WHITE MASONITE
Al L E D LIGHT STRIP (SEE SPEC
Eu ALUMN. "U" EDGE
-13-
1/4" PRE - FINISHED
ll WHITE MASONITE
1/2" Itllll 2)1/2" 11111 2
1/25/8"
BACK WALL SECTION DETAIL
SCALE 3" = V -0"
CONT. BEADS OF
CAULKING AROUND
PERIMETER OF P
TOP & BOTTOM
STUD RUNNER
5/8 " FIRE CODE'I
GYP. WALLBOARI
(WATER RESI T " "T
@ BATHROOP
KITCHENS)
BATT 30 SOUND PROOFING
4TION
LOADED VINYL BARRIER
IPSUM BOARD
RUNNER
BEADS OF
,ING AROUND
ETER OF PART.
TOP & BOTTOM
'3raa461019i
4 DETAIL AT TYPICAL PARTITION
SCALE 3" = 1' -0"
2 HEAD ANCHOR
CLIPS
LOCATE JAMB ANCH
CLIPS ABOVE HINGE
REINF. & JUST BELO
TOP REINF. 4 PER H'
HINGE SIDE. 5 PER h
ON STRIKE SIDE
JAMB ANCHOR CLIP:
ABOVE AND BELOW
DUST BOX
HINGE REINFORCED
LOOR
FLOOR ANCHOR CLIP
ELEVATION
5 LOCATION OF DOOR BUCK A ORY
SCALE 3" = 1'-0"
METAL STUD
SLIT TAPE
5/8 " GYP. WP
1" SHAFTWALL LINER
5/8 " GYP. WALLBOARD AS
INDICATED ON PLAN
21/2 "OR 4 "MET.'E'STUD
'C -H' STUD
CORNER BEAD J
TYP. DRYWALL PARTITION @ CORNERS
SCALE 3" = V -0"
DESIGNER:
WOODLAB
DESIGN & FABRICATION
A: 122 DIKEMAN STREET
SUITE #1
BROOKLYN, N.Y. 11238
P:917- 664 -4163
E: PENA @WOODLABNYC.COM
PROJECT ENGINEER:
THANG LE, S.E.
STRUCTURAL ENGINEER
A: 3029 Eisenhower Avenue
Arcadian, CA 91007
P: 626- 731 -1539
E: thangle @sbcglobal.net
1Q 10/01/2013 REISSUED FOR PRICING
08/28/2013 ISSUED FOR PRICING
07/16/2013 ISSUED FOR LANDLORD REVIEW
Rev. Date ISSUE
REVISIONS /ISSUED
PROJECT NAME: ■
Ir / 0
J �
® J N
V
W
O
LU
Q
L0 z
N
N
RELATED NEW BUILDING /ALTERATION REFERENCE NO
DOB BSCAN STICKER:
DOB EMPLOYEE STAMPS AND SIGNATURES:
DRAWING TITLE:
VARIOUS DETAILS
DRAWING NO.:
A -1
SEAL & SIGNATURE:
03.00
DATE: 07/01/2013
PROJECT NO.:
DRAWN By EK
SCALE: AS NOTED
SHEET:
EXERCISE STUDIO A LIGHT WALL ELEVATION
SCALE: 1/4" = 1' -0"
�.. 2
EXERCISE STUDIO EAST WALL ELEVATION A -103
3 SCALE: 1/4 " =1' -0"
irr
m A
o y O
EXERCISE STUDIO B SOUTH WALL ELEVATION
SCALE: 1/4" = 1' -0"
1
I
s
STORAGE /
OFFICE SPACE
EXERCISE STUDIO B LIGHT WALL ELEVATION
SCALE: 1/4" = 1' -0"
EXERCISE STUDIO A NORTH WALL ELEVATION
SCALE: 1/4" = 1' -0"
4
(V
. u I�L�. I I
_" -
E. -
2' -8" 1'_4" .. 2'-8" _- 1'_4"
I II I, gll
A
EQ.: 4' -0" -" 4' -0'
u II l Nti ,I
II i l I II
u
=
-
MIRROR 1i
MIRROR ,
I ii i II I i
i I \�0.�11 I I
ii I II i ii
II i ii I II
I Ili,
I ii
-
Z
i
i ii 9 1 1 1
( '
ii \l
EXERCISE STUDIO B SOUTH WALL ELEVATION
SCALE: 1/4" = 1' -0"
1
I
s
STORAGE /
OFFICE SPACE
EXERCISE STUDIO B LIGHT WALL ELEVATION
SCALE: 1/4" = 1' -0"
EXERCISE STUDIO A NORTH WALL ELEVATION
SCALE: 1/4" = 1' -0"
4
(V
. u I�L�. I I
_" -
E. -
2' -8" 1'_4" .. 2'-8" _- 1'_4"
I II I, gll
A
EQ.: 4' -0" -" 4' -0'
u II l Nti ,I
II i l I II
u
=
-
MIRROR 1i
MIRROR ,
I ii i II I i
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ii I II i ii
II i ii I II
I Ili,
I ii
3
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A� A[ 4,_0.. � 4,_0" EQ. .:
II
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EQ. 4' -0 4' 70" 4' -0 _
ii II ii II ( II ( ii II ii II Q EQ .
i iIN, I ii l u l ii I I I i ii I li � liy`i�u i ii
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MIRROR
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EXERCISE STUDIO WEST WALL ELEVATION
6
SCALE: 1/4" = 1' -0"
EQ. 4' -0 4' 70" 4' -0 _
ii II ii II ( II ( ii II ii II Q EQ .
i iIN, I ii l u l ii I I I i ii I li � liy`i�u i ii
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<A
DESIGNER:
WOODLAB
DESIGN & FABRICATION
A: 122 DIKEMAN STREET
SUITE #1
BROOKLYN, N.Y. 11238
P:917- 664 -4163
E: PENA @WOODLABNYC.COM
PROJECT ENGINEER:
THANG LE, S.E.
STRUCTURAL ENGINEER
A: 3029 Eisenhower Avenue
Arcadian, CA 91007
P: 626- 731 -1539
E: thangle @sbcglobal.net
1Q 10/01/2013 REISSUED FOR PRICING
08/28/2013 ISSUED FOR PRICING
07/16/2013 ISSUED FOR LANDLORD REVIEW
Rev. Date ISSUE
REVISIONS /ISSUED
PROJECT NAME: ■
- cf) O
J �
® J N
_ rn
= Q
� U
= U
Q
Q w
O
LU
w
Q _ I z
IN
N
RELATED NEW BUILDING /ALTERATION REFERENCE NO
DOB BSCAN STICKER:
DOB EMPLOYEE STAMPS AND SIGNATURES:
DRAWING TITLE:
INTERIOR ELEVATIONS
DRAWING NO.:
A- 104.00
SEAL & SIGNATURE:
DATE: 07/01/2013
PROJECT NO.:
DRAWN By EK
SCALE: AS NOTED
SHEET
1,
1 II u I', � I
u II l Nti ,I
II i l I II
u
I it
-
MIRROR 1i
MIRROR ,
MIRROR
MIRROR
<A
DESIGNER:
WOODLAB
DESIGN & FABRICATION
A: 122 DIKEMAN STREET
SUITE #1
BROOKLYN, N.Y. 11238
P:917- 664 -4163
E: PENA @WOODLABNYC.COM
PROJECT ENGINEER:
THANG LE, S.E.
STRUCTURAL ENGINEER
A: 3029 Eisenhower Avenue
Arcadian, CA 91007
P: 626- 731 -1539
E: thangle @sbcglobal.net
1Q 10/01/2013 REISSUED FOR PRICING
08/28/2013 ISSUED FOR PRICING
07/16/2013 ISSUED FOR LANDLORD REVIEW
Rev. Date ISSUE
REVISIONS /ISSUED
PROJECT NAME: ■
- cf) O
J �
® J N
_ rn
= Q
� U
= U
Q
Q w
O
LU
w
Q _ I z
IN
N
RELATED NEW BUILDING /ALTERATION REFERENCE NO
DOB BSCAN STICKER:
DOB EMPLOYEE STAMPS AND SIGNATURES:
DRAWING TITLE:
INTERIOR ELEVATIONS
DRAWING NO.:
A- 104.00
SEAL & SIGNATURE:
DATE: 07/01/2013
PROJECT NO.:
DRAWN By EK
SCALE: AS NOTED
SHEET
T -4_,
2
1
EQ. EQ. EQ.
SINGLE LAYER PANELS
DOUBLE LAYER PANELS
Q
SCALE: 1/4" = V -0"
USG METAL FURRING CHANNEL
HANGER SPACING
4' -0" O.C. MAX.
USG METAL
FURRING
CHANNEL CLIP
1 1/2" CHANNEL
4' -0" O.C. MAX.
REFLECTED CEILING DETAILS
SCALE: N.T.S.
LIMITING SPAN - METAL FURRING MEMBERS
(1) FOR BEAMS, JOISTS, PURLINS, SUB - PURLINS; NOT INCLUDING 1 1/2"
COLD ROLLED CHANNEL SUPPORT SPACED 4' -0" MAX.
(2) LIMITING SPANS FOR 1/2" AND 5/8" THICK PANELS. MAX. L/240
DEFLECTION AND UNIFORM LOAD SHOWN. INVESTIGATE CONCENTRATED
LOADS SUCH AS LIGHT FIXTURES AND EXHAUST FANS SEPARATELY.
USG "" °T"'
FUR[
CHAI
7
E
KEY
LOCATION
SINGLE LAYER PANELS
DOUBLE LAYER PANELS
TYPE
MEMBER
(2.5 PSF MAX.)
(5.0 PSF MAX.)
FURRING
SPACING
147 Lft.
Warm White LED Strip
A2
Wall Flourescent Light
20 units
double T5 fixture, remote ballast
MEMBER
(IN.O.C.)
1 -SPAN
3 -SPAN
1 -SPAN
3 -SPAN
DWC -25
16
5' -9"
T -1"
4' -7"
5' -8"
AS
24
5' -0"
6' -2"
4' -0"
4' -11"
DWC -20
16
6' -11"
8' -6"
5' -5"
6' -9"
A9
24
6' -0"
T -5"
4' -9"
5-11"
158ST
16
T -2"
8' -10"
5' -8"
T -0"
STUD
24
61-3„
T -9"
5' -0"
6' -2"
(1) FOR BEAMS, JOISTS, PURLINS, SUB - PURLINS; NOT INCLUDING 1 1/2"
COLD ROLLED CHANNEL SUPPORT SPACED 4' -0" MAX.
(2) LIMITING SPANS FOR 1/2" AND 5/8" THICK PANELS. MAX. L/240
DEFLECTION AND UNIFORM LOAD SHOWN. INVESTIGATE CONCENTRATED
LOADS SUCH AS LIGHT FIXTURES AND EXHAUST FANS SEPARATELY.
USG "" °T"'
FUR[
CHAI
7
E
KEY
LOCATION
NO. OF FIXTURES
TYPE OF FIXTURE
Al
Light Wall LED Strip
147 Lft.
Warm White LED Strip
A2
Wall Flourescent Light
20 units
double T5 fixture, remote ballast
A3
Corridor Pendant light
10 units
20" industrial pendant light- CFL
A4
Bathroom Recessed LED Light
15 units
5" 600 Lumen Recessed
A5
Recessed LED Light
7 units
8" CFL Recessed
AS
Shower Recessed Halogen Light
2 units
3" LED Recessed
A7
Vanity Mirror Light
6 units
Linear Incandescent
A8
Under Vanity Cabinet Light
2 Lft. + 2.5 Lft. + 4.6
Warm White LED Strip Wet Area
A9
Soffit LED Strip
150 Lft.
RGB LED Stri
A10
NOT IN USE
N/A
N/A
All
Bathroom Wall Sconces
3 units
I Halogen Glo -Ball
PANELS
GRILLAGE SUSPENSION
XISTING CEILING SCOPE OF WORK
IM AND REMOVE OLD EXISTING PLUMBING.
MOVE ALL OLD CEILING HANGERS AND ANY
MAIMING ITEMS.
ISTING PLUMBING TO REMAIN TO BE PAINTED
4CK.
TCH AND REPAIR EXISTING GYPSUM BOARD.
L JOINTS AND INTERIOR ANGLES SHALL HAVE
PE EMBEDDED IN JOINT COMPOUND AND SHALL
IMMEDIATELY WIPED WITH A JOINT KNIFE
WING A THIN COATING OF JOINT COMPOUND
'ER ALL JOINTS AND INTERIOR ANGLES.
/O SEPARATE COATS OF JOINT COMPOUND SHALL
APPLIED OVER ALL FLAT JOINTS AND ONE
PARATE COAT OF JOINT COMPOUND SHALL BE
PLIED OVER INTERIOR ANGLES.
STENER HEADS AND ACCESSORIES SHALL BE
NERED WITH THREE SEPARATE COATS OF JOINT
IMPOUND.
L JOINT COMPOUND SHALL BE SMOOTH AND FREE
TOOL MARKS AND RIDGES.
EPARE ALL CEILING AREAS WITH A PRIMER PRIOR
FINAL FINISH.
PLY 2 COATS OF FLAT PAINT AS A FINISH
RFACE.
HANGER
USG METAL
FURRING
CLIP
1 1/2"
CHANNEL
F
JOINT
TREATMENT
EXISTING GLUE LAM BEAM
ALIGN
A9 LIGHT FIXTURE
WOOD SOFFIT TO MATCH GLUE LAM BEAM
BLOCKING
EXISTING GLUE LAM BEAM
ALIGN
A9 LIGHT FIXTURE
WOOD SOFFIT TO
MATCH GLUE LAM BEAM m
co
BLOCKING
LEVEL 4, a' FINISHED GYPSUM
V.I.F.
V. 1. F.
DESIGNER:
WOODLAB
DESIGN & FABRICATION
A: 122 DIKEMAN STREET
SUITE #1
BROOKLYN, N.Y. 11238
P:917- 664 -4163
E: PENA @WOODLABNYC.COM
PROJECT ENGINEER:
THANG LE, S.E.
STRUCTURAL ENGINEER
A: 3029 Eisenhower Avenue
Arcadian, CA 91007
P: 626- 731 -1539
E: thangle @sbcglobal.net
1\ 10/01/2013 REISSUED FOR PRICING
08/28/2013 ISSUED FOR PRICING
07/16/2013 ISSUED FOR LANDLORD REVIEW
Rev. Date ISSUE
REVISIONS /ISSUED
PROJECT NAME: ■
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RELATED NEW BUILDING /ALTERATION REFERENCE NO
DOB BSCAN STICKER:
CONCRETE FLOOR
A9 L E D LIGHT STRIP (SEE SPE S) 00
DOB EMPLOYEE STAMPS AND
EXPANSION BOLT
ST'L. ANGLE CLIP A9 LIGHT FIXTL R
ST'L HANGERS
UNDERSIDE OF SLAB 2 -1/2" 14 GAUGE METAL STUD
YI� HANGERS 4' -0" O.C. ^ WOOD SOFFIT O MATCH GLUE LAM BEAM
WIRE TIE
2 3/4"
LEVEL 5, 8' FINISHED GYPSUM
3"
3/4"
v
m
DRAWING TITLE:
1ST LOOR REFLECTED CEILING PLAN
DRAWING NO.:
A- 200.00
QUIET BATT 30 SOUND PR OFING SEAL & SIGNATURE : DATE: 07/01/2013
INSULATION PROJECT NO.:
MASS LOADED VINYL BA RIER DRAWN BY.: EK
JOINT SCALE: AS NOTED
GYPUSM COMPOUND USG CONTROL
PANELS JOINT #093 - 5/8" GYPSUM BOARD
CONTROL JOINT
BACK WALL SOFFIT DETAIL
4 LE: 3" = 1' -0"
SCA
SHEET
Additional Materials Received
Mosher Comments for Items B, 1 and 2
December 23, 2013 Zoning Administrator agenda comments - Jim Mosher Page 2 of 2
in'cfeas f sew ign area of 20.7X and 16.3X. While I would agree that the existing entry
signs (apparent ad without a modification permit and in violation of PC -56) seem
small and out of scale with the ldiug,�the proposed increase seems excessive to me.
6. Condition of Approval #2 seems a less precisely wo rsion of Condition #12. I
would suggest deleting #2.
Item Pacts Bari Studio Minor Use Permit (PA2013 -230)
in Support of Finding C.3 says the project "is oriented towards the parking lot away
from the residential uses." The orientation of the project plans provided in Attachment
ZA 6 is difficult to follow, and the statement may be correct with respect to the entry
areas (which I think are shown to the left) but I have the impression that Exercise
Studios A & B are designed to have windows (on the right) looking out over San Joaquin
Hills Road towards Big Canyon. It is unclear if they are large enough to be readily
visible from there.
2. Facts in Support of Finding D.1, at the end of the fourth line, refers to the overall project
area as a "shopping center." My impression is it is not a shopping center.
3. Facts in Support of Finding D.1 concludes by saying "the Director may reduce parking
requirements when a parking lot is upgraded for ADA compliance." Has the Director in
fact done that? Or does Attachment ZA 4 mean the Director has delegated the authority
to make this decision to an Assistant Planner?
4. Regarding Condition of Approval #9, which limits the use "to a maximum of three
employees and 24 patrons," I have no personal familiarity with fitness centers, but my
understanding is that patrons often work out with "personal trainers." Is this ratio of 3
employees to 24 patrons adequate? Or are trainers not regarded as employees? If not,
are trainers counted towards the 24 patrons allowed?
5. One might also note that Condition 9 could be read to say there is no limit on the number
of occupants outside the hours stated. I would suggest rephrasing it to say: "9. The use
shall be limited to the business hours of 6:00 a.m. to 8:00 p.m. with a maximum of three
employees and 24 patrons at any time."
6. In Condition 11, to clarify the concern about noise outside the unit, it might be preferable:
"The operator of the facility shall be responsible for the control of noise generated era t1
the subject #ast{i#y use. ..."
7. The suite numbers shown on the first sheet of the "Tenant Improvement Drawings' in
Attachment ZA 6, and repeated in the "Parking Summary' on handwritten page 20, differ
substantially from the tenant addresses shown on the City's GIS map (including not only
a different arrangement of the numbers within the building, but a "2115" where the GIS
shows "2123 "). Do the GIS designations need to be corrected?