Survey wage rates are not updated and remain in effect until a new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.
----------------------------------------------------------------
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can be:
Not for Construction
For Council Approval
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.
With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
Not for Construction
For Council Approval
================================================================ END OF GENERAL DECISION"
Not for Construction
For Council Approval
form HUD-92010 (3/2006)
VA form 26-421
U.S. Department of Housing
and Urban Development
Office of Housing OMB Control No. 2502-0029
Federal Housing Commissioner (exp. 4/30/2020)
Equal Employment
Opportunity Certification
Excerpt From 41 CFR §60-1.4(b)
The applicant hereby agrees that it will incorporate or cause to be incorporated into any contract for construction work, or modification thereof, as defined in the regulations of the Secretary of Labor at 41 CFR Chapter 60, which is paid for in whole or in part with funds obtained from the Federal Government or borrowed on the credit of the Federal Government pursuant to a grant, contract, loan insurance, or guarantee, or undertaken pursuant to any Federal program involving such grant, contract, loan, insurance, or guarantee, the following equal opportunity clause:
During the performance of this contract, the contractor agrees as follows:
(1) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, or national origin, such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause.
(2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive considerations for employment without regard to race, color, religion, sex, or national origin.
(3) The contractor will send to each labor union or representative of workers with which it has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment.
(4) The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations and relevant orders of the Secretary of Labor. (5) The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to its books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. (6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. (7) The contractor will include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The
contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, That in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the contractor may request the United States to enter into such litigation to protect the interests of the United States.
The applicant further agrees that it will be bound by the above equal opportunity clause with respect to its own employment practices when it participates in federally assisted construction work:
Provided, That if the applicant so participating is a State or local government, the above equal opportunity clause is not applicable to any agency, instrumentality or subdivision of such government which does not participate in work on or under the contract.
The applicant agrees that it will assist and cooperate actively with the administering agency and the Secretary of Labor in obtaining the compliance of contractors and subcontractors with the equal opportunity clause and the rules, regulations, and relevant orders of the Secretary of Labor, that it will furnish the administering agency and the Secretary of Labor such information as they may require for the supervision of such compliance, and that it will otherwise assist the administering agency in the discharge of the agency's primary responsibility for securing compliance.
The applicant further agrees that it will refrain from entering into any contract or contract modification subject to Executive Order 11246 of September 24, 1965, with a contractor debarred from, or who has not demonstrated eligibility for, Government contracts and Federally-assisted construction contracts pursuant to the Executive order and will carry out such sanctions and penalties for violation of the equal opportunity clause as may be imposed Firm Name and Address By
Title
Department of Veterans Affairs
Not for Construction
For Council Approval
EXHIBIT E
form HUD-92010 (3/06)
VA form 26-421
upon contractors and subcontractors by the administering agency or the Secretary of Labor pursuant to Part II, Subpart D of the Executive order. In addition, the applicant agrees that if it fails or refuses to comply with these undertakings, the administering agency may take any or all of the following actions: Cancel, terminate, or suspend in whole or in part this grant (contract, loan, insurance, guarantee); refrain from extending any further assistance to the applicant under the program with respect to which the failure or refund occurred until satisfactory assurance of future compliance has been received from such applicant; and refer the case to the Department of Justice for appropriate legal proceedings.
Excerpt from HUD Regulations
200.410Definition of term “applicant”.
(a) In multifamily housing transactions where controls over the mortgagor are exercised by the Commissioner either through the ownership of corporate stock or under the provisions of a regulatory agreement, the term “applicant” as used in this subpart shall mean the mortgagor.
(b) In transactions other than those specified in paragraph(a) of this section, the term “applicant” as used in this subpart shall mean the builder, dealer or contractor performing the construction, repair or rehabilitation work for the mortgagor or other borrower.
200.420Equal Opportunity Clause to be included in contracts and subcontracts.
(a) The following equal opportunity clause shall be included in each contract and subcontract which is not exempt:
During the performance of this contract, the contractor agrees as follows:
(1) The contractor will not discriminate against any employee or applicant for employment because of race, creed, color, or national origin. The contractor will take affirmative action to ensured that applicants are employed, and that employees are treated during employment without regard to their race, creed, color, or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of the nondiscrimination clause.
(2)The contractor will in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard race, creed, color, or national origin.
(3) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided, advising the said labor union or workers’ representative of the contractor’s commitments under this section, and shall post copies of the notices in conspicuous places available to employees and applicants for employment.
(4) The contractor will comply with all provisions of Executive Order 10925 of March 6 1961, as amended, and of the regulations, and relevant orders of the President’s Committee on Equal Employment Opportunity created thereby. (5) The contractor will furnish all information and reports required by Executive Order 10925 of March 6, 1961, as
amended, and by the regulations, and orders of the said Committee , or pursuant thereto, and will permit access to his books, records, and accounts by HUD and the Committee for purposes of investigation to ascertain compliance with such regulations, and orders.
(6) In the event of the contractor’s non-compliance with the nondiscrimination clause of this contract or with any of the said regulations, or orders, this contract may be cancelled, terminated or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts or Federally-assisted construction contracts in accordance with procedures authorized in Executive Order 10925 of March 6, 1961, as amende, and such other sanctions may be imposed and remedies invoke s provided in the said Executive Order or by regulations, or order of the President’s Committee on Equal Employment Opportunity, or as otherwise provided by law. (7) The contractor will include the provisions of Paragraphs(1) through (7) in every subcontract or purchase order unless exempted by regulations, or orders of the President’s Committee on Equal Employment Opportunity issued pursuant to Section 303 of Executive Order 10925 of March 6, 1961, as amended, so that such provisions will be binding upon each subcontractor or vender. The contractor will take such action with respect to any subcontract or purchase orders as HUD may direct as a means of enforcing such
provisions, including sanctions for noncompliance: Provided, however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or vender as a result of such direction by HUD, the contractor may request the United States to enter into such litigation to protect the interests of the United States.
(b) Except in subcontracts for the performance of construction work at the site of construction, the clause is not required to be inserted in subcontracts below the second tier. Subcontracts may incorporate by referenced to the equal opportunity clause. 200.425Modification in and exemptions from the regulations in this subpart.
(a) The following transactions and contracts are exempt from the regulations in this subpart:
(1) Loans, mortgages, contracts and subcontracts not exceeding $10,000. (2) Contract and subcontracts not exceeding $100,000 for standard commercial supplies or raw material;
(3)Contracts and subcontracts under which work is to be or has been performed outside the United States and where no recruitment of workers within the United States in involved. To the extent that work pursuant to such contracts is done within the Untied States, the equal opportunity clause shall be applicable; (4) Contracts for the sale of Government property where no appreciable amount of work is involved; and
(5) Contracts and subcontracts for an indefinite quantity which are not to extend for ore than one year if the purchaser determines that the amounts to be ordered under any such contract or subcontract are not reasonably expected to exceed $100,000 in the case of contracts or subcontracts for standard commercial supplies and raw materials, or $10,000 in the case of all other contracts and subcontracts.
Not for Construction
For Council Approval
CONTRACTOR’S NOTIFICATION OF SUBCONTRACTS
Community Development Block Grant (CDBG) Program
COVERED AREA: _Placer County, CA_____
MONTH OF: _____________________
Subcontractor’s
Name/Address
Contract Project
Number
Contract Amount Start Date (Estimate) Completion Date
(Estimate)
Crafts to be Covered
The undersigned hereby certifies that: (a) The Equal Opportunity Clauses are indicated in each of the Listed Subcontracts; (b) Each subcontractor or lower tier subcontractor has been notified in writing prior to their beginning construction, of his respective obligations under the Affirmative Action Requirements, if applicable.
Signed Date
Name Title
05.Contractors Notice of Subcontracts Awarded rev 02/07/24 Not for Construction
For Council Approval
EXHIBIT F
Contractor's List of Federal and Non-Federal Work in Covered Area Community Development Block Grant (CDBG) Program
COVERED AREA: PLACER COUNTY CONTRACTOR’S NAME: _________________________ DATE: _______________________ ADDRESS: _________________________ _________________________
WORK IN PROCESS – FEDERAL FUNDS
Name of Funding Agency Project Name and Location* Project Number Dollar Amount Start Date Completion Date
WORK IN PROCESS – NON FEDERAL FUNDS
Contract with Which Agency Project Name and Location* Project Number Dollar Amount Start Date Completion Date
*Location must include street address and city.
This format meets the requirements of E.O. 11246, as amended, 5/8/78.
06.Contractor's List of Federal and Non-Federal Work in Covered Area rev 02/07/24 Not for Construction
For Council Approval
EXHIBIT G
MBE-WBE Business Enterprise Certification
Community Development Block Grant (CDBG) Program
I have taken affirmative action to seek out and consider minority and women's business enterprises for the portions of work to be subcontracted. Such actions are fully documented in my records and available upon request. Results are as follows:
Name and Address of MBE/WBE Firms Contractor
Anticipates Utilizing* Category of Work Dollar Value of Participation
*Please indicate whether business is owned by a minority or a woman.
Total Bid Amount: _______
Total Subcontract Amount: _____________
MBE/WBE Subcontract Amount: _____________
Signed Date
Name Title
07.MBE-WBE Business Enterprise Certification rev 02/07/24 Not for Construction
For Council Approval
EXHIBIT H
Bidder Certification of Non-Collusion
Community Development Block Grant (CDBG) Program
Project
Firm/CSLB#
Firm Address
Bidder hereby certifies (s)he has reviewed all bid documents for HUD-funded construction projects, and fully understands all obligations if the project is award to him/her. Bidder further certifies that the proposal or bid is genuine and not collusive or sham; that said bidder has not colluded, conspired, connived or agreed, directly or indirectly, with any bidder or person, to put in a sham bid or to refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference, with any person, to fix the bid price of project or of any other bidder or to fix any overhead profit or cost element of said bid price, or of that of any other bidder, or to secure any advantage against the City of Roseville, or any person interested in the proposed contract, and that all statements in said proposal or bid are true.
I hereby certify the above.
Signed Date
Name Title
08.Bidder's Certification of Non-Collusion rev 02/07/24 Not for Construction
For Council Approval
EXHIBIT I
Certification of Lobbying Restrictions
Community Development Block Grant (CDBG) Program
Project
Firm/CSLB#
Firm Address
I, ______________________________________, hereby certify on behalf of (name and title of bidder's official)
___________________________________________ that:
(name of bidder)
(1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement.
(2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit standard Form- LLL, "Disclosure Form to Report Lobbying, " in accordance with its instructions.
(3) The undersigned shall require that the language of this certification be included in the award documents for all sub awards at all tiers (including subcontracts, sub grants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly.
This certification is a material representation of fact upon which reliance is placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352, title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.
Executed this ______ day of __________________________, _____.
Signed Date
Name Title
09.Certification - Anti-Lobbying rev 02/07/24
Not for Construction
For Council Approval
EXHIBIT J
form HUD-50070 (3/98)
ref. Handbooks 7417.1, 7475.13, 7485.1 & .3
U.S. Department of Housing
and Urban Development Certification for
a Drug-Free Workplace
Applicant Name
Program/Activity Receiving Federal Grant Funding
I certify that the above named Applicant will or will continue to provide a drug-free workplace by:
a. Publishing a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the Applicant's workplace and specifying the actions that will be taken against employees for violation of such prohibition.
b. Establishing an on-going drug-free awareness program to inform employees ---
(1) The dangers of drug abuse in the workplace;
(2) The Applicant's policy of maintaining a drug-free
workplace;
(3) Any available drug counseling, rehabilitation, and
employee assistance programs; and
(4) The penalties that may be imposed upon employees
for drug abuse violations occurring in the workplace.
c. Making it a requirement that each employee to be engaged in the performance of the grant be given a copy of the statement required by paragraph a.;
d. Notifying the employee in the statement required by paragraph a. that, as a condition of employment under the grant, the employee will ---
Acting on behalf of the above named Applicant as its Authorized Official, I make the following certifications and agreements to the Department of Housing and Urban Development (HUD) regarding the sites listed below:
(1) Abide by the terms of the statement; and
(2) Notify the employer in writing of his or her conviction for a violation of a criminal drug statute occurring in the workplace no later than five calendar days after such conviction; e. Notifying the agency in writing, within ten calendar days after receiving notice under subparagraph d.(2) from an employee or otherwise receiving actual notice of such conviction.
Employers of convicted employees must provide notice, including position title, to every grant officer or other designee on whose grant activity the convicted employee was working, unless the Federalagency has designated a central point for the receipt of such notices. Notice shall include the identification number(s) of each affected grant;
f. Taking one of the following actions, within 30 calendar days of receiving notice under subparagraph d.(2), with respect to any employee who is so convicted ---
(1) Taking appropriate personnel action against such an employee, up to and including termination, consistent with the requirements of the Rehabilitation Act of 1973, as amended; or (2) Requiring such employee to participate satisfactorily in a drug abuse assistance or rehabilitation program approved for such purposes by a Federal, State, or local health, law enforcement, or other appropriate agency;
g. Making a good faith effort to continue to maintain a drugfree workplace through implementation of paragraphs a. thru f.
2. Sites for Work Performance. The Applicant shall list (on separate pages) the site(s) for the performance of work done in connection with the HUD funding of the program/activity shown above: Place of Performance shall include the street address, city, county, State, and zip code.
Identify each sheet with the Applicant name and address and the program/activity receiving grant funding.) Check here if there are workplaces on file that are not identified on the attached sheets.
I hereby certify that all the information stated herein, as well as any information provided in the accompaniment herewith, is true and accurate.
Warning: HUD will prosecute false claims and statements. Conviction may result in criminal and/or civil penalties. (18 U.S.C. 1001, 1010, 1012; 31 U.S.C. 3729, 3802)
Name of Authorized Official Title
Signature Date
X
Not for Construction
For Council Approval
EXHIBIT K
Contractor/Subcontractor Certification Regarding Eligibility for Award Community Development Block Grant (CDBG) Program
Project
Prime Contractor
Firm/CSLB#
Firm Address
The contractor/subcontractor firm named above certifies that neither the contractor/subcontractor, nor any of its principals are presently debarred, suspended, proposed for debarment, declared ineligible, or excluded from receiving an award of federal funds by any federal agency or department, or by any recipient of a federal award.
Likewise, neither the contractor/subcontractor, nor any of its principals are presently debarred, suspended, proposed for debarment, declared ineligible, or excluded from receiving an award of state funds by any agency or department of the State of California, or by any recipient of a state award.
The contractor/subcontractor shall obtain this certification from all lower tier subcontractors and furnish signed certifications to the City of Roseville.
I hereby certify the above.
Signed Date
Name Title
11.ContractorSubcontractor Certification Regarding Eligibility for Award rev 02/07/24 Not for Construction
For Council Approval
EXHIBIT L
1 Section 3 Fact Sheet and Acknowledgement
Community Development Block Grant (CDBG) Program
Project
Prime Contractor
Firm/CSLB#
Firm Address
This project is funded with Community Development Block Grant (CDBG) Program funds. The work is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 USC 1701.
Section 3 is implemented through HUD regulations at 24 CFR 75.
Section 3 requires that, to the greatest extent possible, economic opportunities that are generated by the use of federal funds be made available to very-low or low-income persons, particularly those who receive federal financial assistance for housing and those residing in communities where the financial assistance is expended.
The Section 3 New Rule recognizes the greater value of the permanent job by focusing on labor hours instead of new hires, creating an incentive for employers to invest in and retain their newly hired low-income workers.
Section 3 established benchmark goals of 25 percent of total labor hours worked by Section 3 Workers, and 5 percent of total labor hours worked by Targeted Section 3 Workers.
Section 3 workers are:
• Workers whose incomes for the previous or annualized calendar year are below the income limit established by HUD
• Employed by a Section 3 business concern
• YouthBuild participants
The Section 3 New rule emphasizes the priority of hiring of Targeted Section 3 workers living in public or Section 8- assisted housing or within a 1 mile radius of the project site.
Section 3 business concerns are:
• At least 51% owned and controlled by low- or very low-income persons • Businesses where Section 3 workers perform over 75% of the labor hours over a three-month period • At least 51% owned and controlled by current public housing or Section 8-assisted housing residents Section 3 goals and compliance with Section 3 will be part of the construction contract. The awarded bidder will be required to pass-through Section 3 requirements to all subcontractors. Section 3 language (located on the next page) must be integrated into all contracts and subcontracts associated with the federal funded projects.
Not for Construction
For Council Approval
EXHIBIT N
2 Section 3 eligibility will be verified and compliance will be monitored. Failure to comply or fraudulent statements or documentation may be grounds for disqualification from future contracting opportunities with the City of Roseville. Section 3 firms must be appropriately qualified to perform the subcontracted work. Section 3 firms may not subcontract work and still qualify as Section 3 firms.
The undersigned hereby acknowledges the above Section 3 requirements.
Signed Date
Name Title
Section 3 Language – 24 CFR Part 75
All HUD Section 3 covered contracts shall include the following language:
A. The work to be performed under this contract is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u (Section 3). The purpose of Section 3 is to ensure that employment and other economic opportunities generated by HUD assistance or HUDassisted projects covered by Section 3, shall, to the greatest extent feasible, be directed to low- and very-low income persons.
B. The Parties to this contract agree to comply with HUD’s regulation in 24 CFR Part 75 and City of Roseville policy and guidelines, which implement Section 3. As evidenced by their execution of this contract, the parties to this contract certify that they are under no contractual or other impediments that would prevent them from complying with the Part 75 regulation.
C. The contractor agrees to include this Section 3 language in every subcontract subject to compliance with HUD’s regulation in 24 CFR Part 75, and agrees to take appropriate action, as provided in an applicable provision of the subcontract or in this Section 3 language, upon a finding that the subcontractor is in violation of HUD’s regulation in 24 CFR Part 75 and City of Roseville’s policy and guidelines. The contractor will not subcontract with any subcontractor where the contractor has notice or knowledge that the subcontractor has been found in violation of the regulation, 24 CFR Part 75.
D. D. Noncompliance with HUD’s regulation in 24 CFR Part 75 and City of Roseville’s policy and guidelines may result in sanctions, termination of this contract for default, and debarment or suspension from future HUD assisted contracts.
13.Section 3 Fact Sheet and Acknowledgement rev 02/07/24 Not for Construction
For Council Approval
Section 3 Hiring Plan
Community Development Block Grant (CDBG) Program
Project
Prime Contractor
Firm/CSLB#
Firm Address
Contractor/Subcontractor Trade/Work Classification Workforce Needed (persons)
Existing Workforce Total targeted Section
3 worker labor hours
I hereby certify that the estimates of workforce needs above are as accurate as possible based on the bid specifications provided by the City of Roseville. I also agree to undertake a good faith effort to comply with Section 3 and affirmative hiring requirements for new hires should my firm be awarded a contract for this project.
Signed Date
Name Title
14.Section 3 Hiring Plan rev 02/07/2424
Not for Construction
For Council Approval
EXHIBIT O
Buy America Preference (BAP) Certification
Community Development Block Grant (CDBG) Program
Project
Prime Contractor
Firm/CSLB#
Firm Address
Build America, Buy America (BABA)
On November 15, 2021, the Build America, Buy America Act (the Act) was enacted as part of the Infrastructure Investment and Jobs Act (IIJA). Pub. L. 117-58. The Act establishes a domestic content procurement preference, the Buy American Preference (BAP), for Federal programs that permit Federal financial assistance to be used for infrastructure projects. In Section 70912, the Act further defines a project to include “the construction, alteration, maintenance, or repair of infrastructure in the United States” and includes within the definition of infrastructure those items traditionally included along with buildings and real property. Starting May 14, 2022, new awards of Federal financial assistance (FFA) from a program for infrastructure, and any of those funds obligated by the grantee, are covered under the Build America, Buy America (BABA) provisions of the Act, 41 U.S.C. 8301 note.
Build America, Buy America (BABA) guidance requires the following Buy America preference:
1. All iron and steel used in the project are produced in the United States. This means all manufacturing processes, from the initial melting stage through the application of coatings, occurred in the United States.
Build America, Buy America (BABA) | HUD.gov / U.S. Department of Housing and Urban Development (HUD)
CERTIFICATION
I, the official named below, certify I have read and understand Build America, Buy America Act and this Form and I am duly authorized to execute this certification on behalf of the firm identified below, and the firm identified below will comply with Build America, Buy America Act in the completion of this Project. I further confirm and understand that a false statement on this certification may be grounds for rejection or termination of any award.
Signed Date
Name Title
15.Buy America Preference (BAP) rev 02/07/24
Not for Construction
For Council Approval
EXHIBIT P
Contractor Information & Certification of Understanding and Authorization Community Development Block Grant (CDBG) Program
Project
Prime Contractor
Firm/CSLB#
Firm Address
Employer ID
Number (EIN/TIN)
UEI Number
What is your
race/ethnicity?
Are you a WomanOwned Business?
This is to certify that the principles and the authorized payroll officer have read and understand the Minutes of the Preconstruction Conference and the labor standards clauses pertaining to the subject project.
The following person(s) is designated as the payroll officer for the undersigned and is authorized to sign the Statement of Compliance, which will accompany our weekly certified payroll reports for this project.
Designated Payroll Officer (Name)
Designated Payroll Officer (Signature)
Telephone
Email
I hereby certify the above and duly authorize the Designated Payroll Officer Signed Date
Name Title
Certification of Understanding and Authorization rev 02/07/24 Not for Construction
For Council Approval
EXHIBIT Q
4th STREET
D STREET
PROJECT
SITE
80 N
VERNON STREET
DOUGLAS BLVD.
RIVERSIDE AVE.
T
R H
I
A C
TC
R
MO
I E
E
T
B
IC L
E
W N P
R I
ENS
A
D
Ren. 9/30/23
No. C 30345
H
CALIF
A
OR I N
S
OF
T TA E
PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
1/3/2024 1:31:02 PMC:\Users\kimberlyt\Documents\23022-City Of Roseville Johnson Pool Phase II-BLDG-A21_KimberlytBFV24.rvt A0.1
99% PLANS
KT
XX-XXXXXX
12/15/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
COVER SHEET
12.15.2023
23022
DH
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/15/2023
ARCHITECT
STUDIO W ARCHITECTS
BRIAN WHITMORE, PRINCIPAL
1930 H STREET
SACRAMENTO, CA 95811
[T] (916) 254-5600
[email protected]
CLIENT
CITY OF ROSEVILLE
PARKS, RECREACTION & LIBRARIES
311 VERNON STREET
ROSEVILLE, CA 95678
[T] (916) 772-PLAY
HEATHER BUCK
[email protected]
PROJECT DESCRIPTION PROJECT DIRECTORY
APN: 014-021-001-000
OCCUPANCY: B
CONSTRUCTION TYPE: VB
ALLOWABLE BLDG. AREA: 9000 SF PER TABLE 506.2
ACTUAL BLDG. ARE: 2,496 SF
SITE AREA: .4465 ACRES
NUMBER OF STORIES: ONE
MAX. BUILDING HEIGHT: 40'-0" TWO STORIES
THE PROJECT INCLUDES UPGRADING SITE, POOL, POOL DECK,
RESTROOM/CHANGING ROOMS AND OFFICES TO CURRENT ADA 2022 CODE
STANDARDS AND RELATED MECHANICAL, ELECTRICAL AND PLUMBING UPGRADES. ENLARGEING MECHANICAL BUILDING UPGRADING POOL EQUIPMENT, DEMOLISHING (E) STORAGE BUILDING AND RELOCATING IT.
CIVIL ENGINEER
WARREN CONSULTING ENGINEERS
ANTHONY TASSANO
1117 WINDFIELD WAY, SUITE 110
EL DORADO HILLS, CA 95762
[T] (916) 985-1870
[F] (916) 985-1877
[email protected]
STRUCTURAL ENGINEER
MLA STRUCTURAL ENGINEERS, INC
JOHN MANDSAGER
1132 SUNCAST LANE, SUITE 6
EL DORADO HILLS, CA 95762
[T] (916) 941-2425
[email protected]
MECHANICAL & PLUMBING ENGINEER
LP CONSULTING ENGINEERS, INC
RYAN ENNIS
1209 PLEASANT GROVE BLVD.
ROSEVILLE, CA 95678
[T] (916) 721-2907
[email protected]
ELECTRICAL ENGINEER
LP CONSULTING ENGINEERS, INC
RAMI ZEIDAN
1209 PLEASANT GROVE BLVD.
ROSEVILLE, CA 95678
[T] (628) 444-1662
[email protected]
LANDSCAPE
MSLA LANDSCAPE ARCHITECTURE, INC
MICHAEL SCHULAR
306 CANYON FALLS DRIVE
FOLSOM, CA 95630
[O] (916) 989-3372
[M] (916) 809-3424
[email protected]
DRAWING INDEX
VICINITY MAP
ADD ALTERNATES
STATEMENT OF GENERAL
CONFORMANCE
FOR ARCHITECTS/ENGINEERS WHO UTILIZE PLANS,
INCLUDING BUT NOT LIMITED TO SHOP DRAWINGS, PREPARED BY OTHER LICENSED
DESIGN PROFESSIONALS AND/OR CONSULTANTS
[X] The drawings or sheets listed on the cover or index sheet (all C, L, S, M, P, and E drawings)
[ ] This drawing, page of specifications/calculations
have been prepared by other design professionals or consultants who are licensed and/or authorized to prepare such drawings in this state. It has been examined by me for:
1. design intent and appears to meet the appropriate requirements of Title 24, California Code of Regulations and the project specifications prepared by me, and
2. coordination with my plans and specifications and is acceptable for incorporation into the construction of this project.
I find that:
[X] All drawings or sheets listed on the cover or index sheet [ ] This drawing or page
[X] is/are in general conformance with the project design and [X] has/have been coordinated with the project plans and specifications ______________________________ _____________
Signature Date
Architect or Engineer designated to be in general responsible charge.
Brian P. Whitmore
Print Name
C 30345 09-30-2025
License Number Expiration Date
CODES AND REGULATIONS
APPLICABLE STATE CODES AND REGULATIONS WITH LATEST AMENDMENTS AND SUPPLEMENTS:
1. 2022 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 CCR
2. 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 CCR (2021 IBC &
CALIFORNIA AMENDMENTS)
3. 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 CCR (2020
NATIONAL ELECTRICAL CODE & CALIFORNIA AMENDMENTS)
4. 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 CCR (2021
UNIFORM MECHANICAL CODE & CALIFORNIA AMENDMENTS)
5. 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 CCR (2021
UNIFORM PLUMBING CODE & CALIFORNIA AMENDMENTS)
6. 2022 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 CBSC
7. 2022 CALIFORNIA HISTORICAL BUILDING CODE, PART 8, TITLE 24 CCR
8. 2022 CALIFORNIA FIRE CODE, PART 9, TITLE 24 CCR (2021 INTERNATIONAL
FIRE CODE & CALIFORNIA AMENDMENTS)
9. 2022 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 CCR (2021 INTERNATIONAL EXISTING BUILDING CODE & CALIFORNIA
AMENDMENTS)
10. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE PART 11, TITLE 24
11. 2022 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 CCR
12. TITLE 8 CCR, CH. 4, SUB-CH. 6 - ELEVATOR SAFETY ORDERS
13. TITLE 19 CCR, PUBLIC SAFETY, SFM REGULATIONS
APPLICABLE FEDERAL CODES AND STANDARDS:
14. AMERICANS WITH DISABILITIES ACT (ADA), TITLE 11
15. UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) or ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PART 36)
APPLICABLE REFERENCED STANDARDS:
16. NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (CA AMENDED), 2022 EDITION
17. NFPA 24, PRIVATE FIRE MAINS (CA AMENDED), 2019 EDITION
18. NFPA 72, NATIONAL FIRE ALARM CODE (CA AMENDED), 2022 EDITION
19. NFPA 80, FIRE DOOR AND OTHER OPENING PROTECTIVES, 2019 EDITION
20. NFPA 2001, CLEAN AGENT FIRE EXTINGUISHING SYSTEMS, 2018 EDITION REFERENCE CODE SECTION FOR NFPA STANDARDS - 2022 CBC CHAPTER 35 AND CFC CHAPTER 80. SEE CHAPTER 80 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS.
DEFERRED APPROVALS
1. NONE
CITY OF ROSEVILLE
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
SHT.
NO. DESCRIPTION
MICHELE GARGANO, CLIENT LEADER
1930 H STREET,
SACRAMENTO, CA 95811
[T] (916) 254-5609
[email protected]
DIANE HANAMOTO, SENIOR PROJECT ARCHITECT
1930 H STREET,
SACRAMENTO, CA 95811
[T] (916) 254-5617
[email protected]
GENERAL
A0.1 COVER SHEET
A0.2 GENERAL NOTES
A0.3 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS
A0.5 CODE ANALYSIS SITE PLAN
A0.6 CODE ANALYSIS FLOOR PLAN
CIVIL
C0.0 COVER SHEET
C0.1 GENERAL NOTES
C0.2 TOPOGRAPHIC SURVEY
C1.1 DEMOLITION PLAN
C1.2 ENGINEERED FILL PLAN
C2.1 GRADING AND DRAINAGE PLAN
C2.2 DRAINAGE PLAN
C3.1 EROSION CONTROL PLAN
C4.1 DETAILS AND SECTIONS
POOL
DP1 SWIMMING POOL DECK PLAN
SP1 SWIMMING POOL LAYOUT
SP2 SWIMMING POOL PLUMBING PLAN
SP3 SWIMMING POOL ELECTRICAL PLAN
SP4 SWIMMING POOL SECTIONS
SP5 DETAILS
SP6 DETAILS
SP7 DETAILS
SP8 DETAILS
MECHANICAL ROOM
MR1 MECHANICAL ROOM LAYOUT PLAN
MR2 DETAILS
MR3 DETAILS
MR4 DETAILS
MR5 DETAILS
ARCHITECTURAL
A1.0 SITE PLAN - DEMO
A1.1 SITE PLAN OVERALL
A2.1 DEMO FLOOR PLAN AND FLOOR PLAN
A2.2 EQUIPMENT PLAN
A2.3 ADD ALTERNATES
A3.0 REFLECTED CEILING PLAN - DEMO
A3.1 REFLECTED CEILING PLAN
A4.1 ROOF PLAN
A5.0 EXTERIOR ELEVATIONS - DEMO
A5.1 EXTERIOR ELEVATIONS
A5.2 EXTERIOR ELEVATIONS
A6.1 BUILDING SECTIONS
A7.1 ENLARGED FLOOR PLANS
A8.1 INTERIOR ELEVATIONS
A8.2 INTERIOR ELEVATIONS
A9.1 DOOR, GATE & WINDOW SCHEDULE
A9.2 ROOM FINISH SCHEDULE
A10.1 WALL TYPES
A10.2.1 SITE DETAILS
A10.2.2 SITE DETAILS
A10.7.1 ROOF DETAILS
A10.7.2 ROOF DETAILS
A10.8 DOOR AND WINDOW DETAILS
A10.10.1 SPECIALTIES
A10.10.2 SPECIALTIES
A10.10.3 SPECIALTIES
A10.12 CASEWORK DETAILS
STRUCTURAL
S1.1 TYPICAL NOTES
S1.2 TYPICAL DETAILS
S1.3 TYPICAL DETAILS
S1.4 TYPICAL DETAILS
S2.1 FOUNDATION & ROOF FRAMING PLANS
S3.1 SECTIONS
S4.1 DETAILS
MECHANICAL
M0.1 MECHANICAL SCHEDULES, LEGEND, AND NOTES
M0.2 MECHANICAL DETAILS
M2.1 MECHANICAL DEMO AND NEW FLOOR PLAN
M4.1 MECHANICAL DEMO AND NEW ROOF PLAN
PLUMBING
P0.1 PLUMBING NOTES, LEGENDS, AND SPECIFICATIONS
P0.2 PLUMBING SCHEDULES
P0.3 PLUMBING DETAILS
P1.0 PLUMBING DEMO SITE PLAN
P1.1 PLUMBING SITE PLAN
P2.1 PLUMBING DEMO AND NEW W&G FLOOR PLAN
P2.2 PLUMBING DEMO AND NEW W&V FLOOR PLAN
P4.1 PLUMBING DEMO AND NEW ROOF PLAN
ELECTRICAL
E0.1 ELECTRICAL COVER
E0.2 ELECTRICAL SYMBOLS
E1.1 ELECTRICAL SITE PLAN
E1.2 ELECTRICAL SITE PLAN
E1.3 ELECTRICAL SITE LIGHTING PLAN
E1.4 ELECTRICAL PHOTOMETRIC SITE PLAN
E2.1 ELECTRICAL DEMO AND NEW POWER PLAN
E2.2 ELECTRICAL DEMO AND NEW LIGHTING PLAN
E4.1 ELECTRICAL DEMO AND NEW ROOF PLAN
E5.1 ELECTRICAL ONE LINE DIAGRAM
E6.1 ELECTRICAL SCHEDULES
E7.1 ELECTRICAL DETAILS
E8.1 TITLE 24 COMPLIANCE REPORTS
E8.2 TITLE 24 COMPLIANCE REPORTS
TECHNOLOGY
T0.1 TECHNOLOGY ABBREVIATIONS AND NOTES
T0.2 TECHNOLOGY SYMBOLS
T2.1 TECHNOLOGY DEMO AND NEW FLOOR PLAN
T5.1 TECHNOLOGY ONE LINE
T6.1 TECHNOLOGY DETAILS
SHADE STRUCTURE
.CS COVER SHEET
1 ARCHITECTURAL ELEVATIONS
2 ANCHOR AND FOOTING LAYOUT
2.1 ANCHOR AND FOOTING DETAILS
3 STRUCTURAL FRAMING PLAN
3.1 STRUCTURAL FRAMING PLAN
4 FRAME CONNECTION DETAILS
4.1 FRAME CONNECTION DETAILS
4.2 FRAME CONNECTION DETAILS
6 ROOF OVERVIEW
6.1 ROOF LAYOUT
6.2 ROOF LAYOUT
7 ROOF CONNECTION DETAILS
7.1 ROOF CONNECTION DETAILS
7.2 ROOF CONNECTION DETAILS
TOTAL SHEET COUNT: 108
SPECIFICATION WRITER
BYUN PARTNERS
DAVID BYUN
1205 HAZEL PLACE
COSTA MESA, CA 62626
[T] (310) 800-0353
[email protected]
1. PROVIDE SHADE STRUCTURE AS LOCATED ON SHEET A2.3 AND REFER TO SHADE STRUCTURE SHEETS IN SET.
2. PROVIDE PICNIC TABLES PER SHEET A2.3. VERIFY QUANITIES AND LOCATIONS WITH CITY OF ROSEVILLE.
3. PROVIDE AND INSTALL SLIDE IN SHALLOW END OF THE POOL PER SHEET A2.3.
4. REMOVE AND REPLACE EXSITING ROLL UP DOORS AT POOL HOUSE BUILDING.
REFER TO SHEET A2.1 AND DOOR SCHEDULE ON SHEET A9.1 FOR DETAILS.
NO. REMARKS DATE
SPECIAL INSPECTIONS
1. CONCRETE:
A. MIX DESIGN-WEIGHMSTR CERT.
B. REINFORCING PLACEMENT
C. INSPECT PLACING
D. CAST SAMPLES
E. SAMPLES (PICKUP/DELIVERED)
F. COMPRESSION TESTS.
2. GROUT:
A. MIX DESIGN-WEIGHMSTR CERT.
B. INSPECT PLACING
C. CAST SAMPLES
D. SAMPLES (PICKUP/DELIVERED)
E. COMPRESSION TESTS.
3. MASONRY:
A. SPECIAL INSPECTION STRESSES USED 2000 F'M
B. PRELIMINARY ACCEPTANCE TESTS (MASONRY UNITS, WALL
PRISMS)
C. SUBSEQUENT TESTS (MORTAR, GROUT, FIELD WALL PRISMS)
D. PLACEMENT INSPECTION OF UNITS
E. MASONRY, MORTAR, GROUT, AND REINFORCING STEEL
CERTIFICATES
4. POST INSTALLE ANCHORS:
A. OBSERVATION OF INSTALLATION
WORK SHALL COMPLY WITH CURRENT VERSION OF PARKS DESIGN AND CONSTRUCTION STANDARDS.
Not for Construction
For Council Approval
A10.8.4
DRAWING NUMBER
DIVISION NUMBER PREFIX
THE DIVISION PREFIX NUMBERS ARE THOSE IDENTIFIED BY THE 48 DIVISION
GROUPING SYSTEM OF MASTERFORMAT AS PUBLISHED BY THE CONSTRUCTION
SPECIFICATIONS INSTITUTE (CSI) AND SHALL NOT BE SOLELY REPRESENTATIVE OF REQUIREMENTS FOR ANY ONE DIVISION. THOSE DIVISIONS NOTED AS BEING OMITTED ARE NOT APPLICABLE OR ARE INCLUDED UNDER DISCIPLINE DRAWINGS.
IN CASE OF DISCREPANCY BETWEEN THE INDEX AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN.
DRAWING INDEX NUMBER
A. ARCHITECTURAL
C. CIVIL
D. INTERIOR DESIGN / FURNITURE
E. ELECTRICAL
FA. FIRE ALARM
FP. FIRE PROTECTION / SPRINKLER SYSTEM
FS. FOOD SERVICE
L. LANDSCAPING
M. MECHANICAL
P. PLUMBING
S. STRUCTURAL
T. TECHNOLOGY
A0. GENERAL INFORMATION
A1. SITE PLANS
A2. FLOOR PLANS
A3. REFLECTED CEILING PLANS
A4. ROOF PLANS
A5. EXTERIOR ELEVATIONS
A6. BUILDING SECTIONS
A7. ENLARGED PLANS
A8. INTERIOR ELEVATIONS
A9. SCHEDULES
A10. CONSTRUCTION DETAILS
MASTERFORMAT NUMBERS AND TITLES AS PUBLISHED BY THE CONSTRUCTION SPECIFICATIONS INSTITUTE (CSI).
DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS
DIVISION 01 GENERAL REQUIREMENTS
DIVISION 02 EXISTING CONDITIONS
DIVISION 03 CONCRETE
DIVISION 04 MASONRY
DIVISION 05 METALS
DIVISION 06 WOODS, PLASTICS, AND COMPOSITES
DIVISION 07 THERMAL AND MOISTURE PROTECTION
DIVISION 08 OPENINGS
DIVISION 09 FINISHES
DIVISION 10 SPECIALTIES
DIVISION 11 EQUIPMENT
DIVISION 12 FURNISHINGS
DIVISION 13 SPECIAL CONSTRUCTION
DIVISION 14 CONVEYING EQUIPMENT
DIVISION 21 FIRE SUPPRESSION
DIVISION 22 PLUMBING
DIVISION 23 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) DIVISION 25 INTEGRATED AUTOMATION
DIVISION 26 ELECTRICAL
DIVISION 27 COMMUNICATIONS
DIVISION 28 ELECTRONIC SAFETY AND SECURITY
DIVISION 31 EARTHWORK
DIVISION 32 EXTERIOR IMPROVEMENTS
DIVISION 33 UTILITIES
DIVISION 34 TRANSPORTATION
DIVISION 35 WATERWAY AND MARINE CONSTRUCTION
DIVISION 40 PROCESS INTERCONNECTIONS
DIVISION 41 MATERIAL PROCESSING AND HANDLING EQUIPMENT
DIVISION 42 PROCESS HEATING, COOLING, AND DRYING EQUIPMENT DIVISION 43 PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND
STORAGE EQUIPMENT
DIVISION 44 POLLUTION AND WASTE CONTROL EQUIPMENT
DIVISION 45 INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT
DIVISION 46 WATER AND WASTEWATER EQUIPMENT
DIVISION 48 ELECTRICAL POWER GENERATION
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PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:29:42 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A0.2
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
GENERAL NOTES
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
GENERAL NOTES
1. PRIOR TO SUBMITTING PROPOSAL, BIDDER SHALL EXAMINE CONSTRUCTION
DRAWINGS AND SPECIFICATIONS AND SHALL HAVE VISITED THE
CONSTRUCTION SITE. HE SHALL BE FAMILIAR WITH THE CONDITIONS UNDER
WHICH HE WILL HAVE TO OPERATE AND WHICH WILL IN ANY WAY AFFECT THE WORK UNDER THIS CONTRACT. THE GENERAL CONTRACTOR SHALL NOT
DISPUTE, COMPLAIN OR ASSERT THAT THERE IS ANY MISUNDERSTANDING IN
REGARDS TO LOCATION, EXTENT, NATURE OR AMOUNT OF WORK TO BE
PERFORMED UNDER THIS CONTRACT DUE TO THE CONTRACTOR'S FAILURE TO INSPECT THE SITE. BIDDERS SHALL NOTIFY THE ARCHITECT OF ANY
CONDITIONS, REQUIRING WORK, WHICH ARE NOT COVERED IN THE CONTRACT DOCUMENTS.
2. THERE WILL BE NO SUBSTITUTION FOR SPECIFIED ITEMS WITHOUT PRIOR APPROVAL UNLESS OTHERWISE NOTED. REQUESTS FOR SUBSTITUTIONS SHALL BE MADE IN ACCORDANCE WITH GENERAL CONDITIONS & DIVISION 1
3. THE GENERAL BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING AND PAYING FOR ALL PERMITS REQUIRED BY GOVERNING AGENCIES IN ORDER TO PERFORM THE WORK.
4. THE FINAL LOCATION OF ALL ELECTRICAL AND SIGNAL EQUIPMENT, PANEL BOARDS, FIXTURES, ETC., SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION.
5. DEFINITIONS
A. "TYPICAL" MEANS IDENTICAL FOR ALL CONDITIONS, UNLESS OTHERWISE NOTED.
B. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE
CONDITION NOTED. VERIFY DIMENSIONS AND ORIENTATIONS.
C. "PROVIDE" MEANS TO FURNISH AND INSTALL.
D. "FURNISH" MEANS TO FURNISH AND OTHERS WILL INSTALL.
6. DIMENSIONING RULES:
A. ALL HORIZONTAL DIMENSIONS SHALL BE TO FACE OF STUD OR TO CENTERLINE OF COLUMN GRID LINE, U.O.N
B. DIMENSIONS NOTED "CLEAR", "CLR", OR "MINIMUM" MUST BE PRECISELY MAINTAINED.
C. DIMENSIONS CAN NOT BE MODIFIED WITHOUT APPROVAL OF THE ARCHITECT UNLESS OTHERWISE NOTED.
D. VERTICAL DIMENSIONS ARE FROM TOP OF FLOOR SLAB UNLESS OTHERWISE NOTED.
E. DO NOT SCALE DRAWINGS. IF ANY ITEM OF WORK CANNOT BE
LOCATED, DO NOT PROCEED WITH THE WORK WITHOUT THE
ARCHITECT'S APPROVAL.
F. DIMENSIONS MARKED "V.I.F." OR "VERIFY" SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
G. VERIFY ALL ROUGH OPENING DIMENSIONS FOR FABRICATED ITEMS
WITH THE MANUFACTURER PRIOR TO PROCEEDING WITH
CONSTRUCTION.
7. PROVIDE REQUIRED BACKING, BLOCKING, AND BRACING FOR ALL WALL - MOUNTED FIXTURES, ACCESSORIES AND EQUIPMENT.
8. VERIFY AND COORDINATE WALLS THAT MAY REQUIRE NON-TYPICAL
THICKNESS OR FRAMING DUE TO ELECTRICAL, MECHANICAL, PLUMBING, STRUCTURAL AND/OR EQUIPMENT REQUIREMENTS.
9. ALL GLAZING SHALL CONFORM TO FEDERAL GLAZING REGULATIONS AND CHAPTER 24, CBC.
10. ALL CONTRACTORS SHALL REMOVE TRASH AND DEBRIS STEMMING FROM THEIR WORK ON A DAILY BASIS. PROJECT SITE SHALL BE MAINTAINED IN A CLEAN AND ORDERLY CONDITION.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL LEFT-OVER
MATERIALS, DEBRIS, TOOLS AND EQUIPMENT INVOLVED IN HIS OPERATIONS AT THE CONCLUSION OF THE INSTALLATION. HE SHALL LEAVE ALL AREAS CLEAN AND FREE FROM DUST.
12. HAZARDOUS MATERIALS: THE ARCHITECT AND THE ARCHITECT'S
CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY,
PRESENCE, HANDLING, REMOVAL, DISPOSAL OF OR EXPOSURE OF PERSONS
TO ASBESTOS OR HAZARDOUS OR TOXIC SUBSTANCES IN ANY FORM AT THE PROJECT SITE. PROFESSIONAL SERVICES RELATED OR IN ANY WAY
CONNECTED WITH THE INVESTIGATION, DETECTION, ABATEMENT,
REPLACEMENT, USE, SPECIFICATION, OR REMOVAL OF PRODUCTS,
MATERIALS, OR PROCESSES CONTAINING ASBESTOS OR HAZARDOUS OR TOXIC MATERIALS ARE BEYOND THE SCOPE OF THIS AGREEMENT.
13. THE GENERAL CONTRACTOR & SUBCONTRACTORS ARE RESPONSIBLE FOR
LOCATING & VERIFYING ALL EXISTING UNDERGROUND UTILITIES IN ALL AREAS OF NEW WORK PRIOR TO COMMENCEMENT OF EXCAVATION. EXISTING
UTILITIES SHOWN ON THE DRAWING ARE APPROXIMATE ROUTING LOCATION
AS BEST DETERMINED FROM EXISTING DRAWINGS AND THE SCHOOL
DISTRICT, BUT SHOULD NOT BE CONSTRUED TO REPRESENT ALL THE EXISTING UNDERGROUND UTILITIES.
14. ALL TEMPORARY WORK SHALL BE CONSIDERED A PART OF THIS CONTRACT AND NO EXTRA CHARGES WILL BE ALLOWED. THIS SHALL INCLUDE MINOR
ITEMS OF MATERIAL OR EQUIPMENT NECESSARY TO MEET THE
REQUIREMENTS AND INTENT OF THE PROJECT.
15. ALL WALL PENETRATIONS TO EXTERIOR WALLS SHALL BE SEALED AIR/WATER TIGHT. ALL INTERIOR PENETRATIONS SHALL BE SEALED TO PROVIDE A PROFESSIONAL AND FINISHED APPEARANCE.
16. THE DRAWINGS AND SPECIFICATIONS DO NOT UNDERTAKE TO SHOW OR LIST
EVERY ITEM TO BE PROVIDED, BUT RATHER TO DEFINE THE REQUIREMENTS
FOR A FULL AND WORKING SYSTEM FROM THE STANDPOINT OF THE END USER. FOR THIS REASON, WHEN AN ITEM NOT SHOWN OR LISTED IS CLEARLY
NECESSARY FOR PROPER USE CONTROL/ OPERATION OF EQUIPMENT WHICH
IS SHOWN OR LISTED, PROVIDE ALL ITEMS WHICH WILL ALLOW THE SYSTEM TO FUNCTION PROPERLY AT NO INCREASE IN CONTRACT PRICE OR TIME.
17. THE DETAILS REFLECT THE DESIGN INTENT FOR TYPICAL CONDITIONS. THE
CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND SHALL INCLUDE, IN HIS SCOPE. THE COST FOR COMPLETE FINISHED INSTALLATIONS, INCLUDING ANOMALIES, OF ALL TRADES.
18. ALL WORK SHALL CONFORM TO CALIFORNIA CODES, TRADE STANDARDS
WHICH GOVERN EACH PHASE OF THE PROJECT, AND ALL APPLICABLE LOCAL CODES AND AUTHORITIES HAVING JURISDICTION.
19. THIS DRAWING SET SHALL BE USED IN CONJUNCTION WITH THE CSI FORMAT
PROJECT MANUAL PUBLISHED IN BOOK FORM, COMBINED, THEY ARE THE "CONTRACT DOCUMENTS".
20. NO WORK SHALL COMMENCE WITH UNAPPROVED MATERIALS. ANY WORK
DONE WITH UNAPPROVED MATERIALS AND EQUIPMENT IS AT THE
CONTRACTOR'S RISK. SEE SPECIFICATIONS FOR SUBMITTAL AND SUBSTITUTION REQUIREMENTS.
21. CONSTRUCTION MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE OR DETERIORATION.
FAILURE IN THIS REGARD MAY BE CAUSE FOR REJECTION OF MATERIAL AND/OR WORK. SECURITY OF MATERIALS ARE THE SOLE RESPONSIBILITY OF CONTRACTOR.
22. ALL EQUIPMENT/CABINETS SHALL BE FABRICATED FROM FIELD VERIFIED DIMENSIONS AND APPROVED SHOP DRAWINGS. COORDINATE MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT WITH THIS WORK.
23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE AND COSTS
ATTRIBUTED TO RAIN WATER DAMAGE DURING THE DURATION OF THIS PROJECT.
24. PROTECT AREAS FROM DAMAGE WHICH MAY OCCUR DUE TO
TEMPERATURES, WIND, DUST, WATER, ETC. PROVIDE AND MAINTAIN TEMPORARY BARRICADES, CLOSURE WALLS, ETC., AS REQUIRED DURING CONSTRUCTION.
25. MAINTAIN EXISTING PEDESTRIAN ACCESS ALONG EXISTING ADJACENT STREETS.
26. ALL PUBLIC IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE LATEST ADOPTED CITY/COUNTY STANDARDS.
27. ALL TYPICAL DETAILS SHALL APPLY UNLESS NOTED OTHERWISE.
28. NOTIFY THE ARCHITECT IN WRITING AND SEEK CLARIFICATION IF ANY DISCREPANCIES OR OMISSIONS ARE FOUND. CONTRACTOR SHALL BE
RESPONSIBLE FOR REMEDIAL WORK IF RELATED WORK IS CONTINUED AFTER A DISCREPANCY IS IDENTIFIED.
29. NEW FINISHES AND CONSTRUCTION SHALL BE PROTECTED BY THE
CONTRACTOR FROM POTENTIAL DAMAGE CAUSED BY CONSTRUCTION ACTIVITY. DAMAGE TO FINISHES OR CONSTRUCTION SHALL BE REPAIRED OR
REPLACED (OWNER'S DECISION) BY THE CONTRACTOR WITH IDENTICAL MATERIAL AND/OR FINISHES. CONTRACTOR SHALL MAKE AND MAINTAIN A PHOTOGRAPHIC RECORD NOTEBOOK WITH DATED/INDEXED PHOTOGRAPHS.
30. SEE ELECTRICAL DRAWINGS FOR INFORMATION RELATED TO
TELECOMMUNICATION EQUIPMENT, POWER, AND LIGHTING FIXTURES AND EQUIPMENT. SEE ARCHITECTURAL PLANS, REFLECTED CEILING PLAN AND INTERIOR ELEVATIONS FOR COORDINATED EQUIPMENT LOCATIONS. IF NOT SHOWN, CONTACT ARCHITECT FOR REVIEW AND DECISION.
31. PROVIDE ACCESS DOORS REQUIRED FOR ACCESS TO CONCEALED MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT.
32. ALL NOTED WORK IS UNDERSTOOD TO BE NEW, UNLESS LABELED AS "(E)" OR "EXISTING".
SUPPLEMENTAL GENERAL NOTES
1. THESE DRAWINGS DO NOT CONTAIN THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
2. LOCATIONS OF ALL UTILITIES SHOWN ARE APPROXIMATE AND CONTRACTOR
SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID INTERCEPTING EXISTING PIPING OR CONDUITS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE.
THE ARCHITECT IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND
UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACT. THE CONTRACTOR SHALL IMMEDIATELY
NOTIFY THE ARCHITECT SHOULD ANY UNIDENTIFIED CONDITIONS BE DISCOVERED. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR
REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THIS WORK.
3. THESE DOCUMENTS AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,
AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF
STUDIO W ARCHITECTS, AND ARE NOT TO BE USED, IN WHOLE OR IN PART,
FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF STUDIO W ARCHITECTS.
4. EACH BIDDER SHALL POSSESS AT THE TIME OF BID, A CLASS B OR THE
APPROPRIATE CLASS C CONTRACTOR'S LICENSE PURSUANT TO PUBLIC CONTRACT CODE SECTION 3300 AND BUSINESS AND PROFESSIONS CODE SECTION 7028.15. THE SUCCESSFUL BIDDER MUST MAINTAIN THE LICENSE THROUGHOUT THE DURATION OF THIS CONTRACT.
5. FIRE SAFETY DURING CONSTRUCTION & DEMOLITION:
A. GENERAL: FIRE SAFETY DURING CONSTRUCTION & DEMOLITION SHALL COMPLY WITH 2022 CALIFORNIA FIRE CODE (CFC) CH. 33 (PART 9, TITLE 24 CCR)
B. CONSTRUCTION SAFEGUARDS: SHALL COMPLY WITH APPLICABLE PROVISIONS OF CBC 3302.
C. DEMOLITION: SHALL COMPLY WITH APPLICABLE PROVISIONS OF CBC 3303.
D. BUILDING ACCESS: ACCESS TO BUILDINGS FOR THE PURPOSE OF FIREFIGHTING SHALL BE PROVIDED. CONSTRUCTION MATERIAL SHALL
NOT BLOCK ACCESS TO BUILDINGS, HYDRANTS OR FIRE APPLIANCES PER CBC 3308.1.
E. MEANS OF EGRESS: SHALL COMPLY WITH APPLICABLE PROVISIONS OF CBC 3310.
F. WATER SUPPLY: APPROVED WATER SUPPLY SHALL BE MADE
AVAILABLE IN ACCORDANCE WITH CBC 3313.
G. FIRE WATCH: MAINTAIN FIRE WATCH WHEN REQUIRED BY THE
BUILDING OFFICIAL AND WHEN EXISTING FIRE PROTECTION SYSTEMS ARE SHUT DOWN FOR ALTERATIONS. FIRE WATCH SHALL REMAIN IN
EFFECT UNTIL EXISTING FIRE PROTECTION SYSTEMS ARE RETURNED TO SERVICE OR AS ALLOWED BY THE BUILDING OFFICIAL PER CBC 3314.
6. PENETRATIONS IN FIRE RATED MATERIALS OR ASSEMBLIES SHALL BE RESTORED TO EQUAL RATING. FIRE STOP SYSTEMS AS LISTED BY
UNDERWRITERS LABORATORIES SHALL BE INSTALLED PER FIRE RESISTANCE DIRECTORY. FIRE STOP SYSTEMS SHALL BE AS SPECIFIED.
7. NONRESIDENTIAL ENERGY STANDARDS COMPLIANCE STATEMENT (TITLE 24, PART 6):
A. THE DESIGN INDICATED HEREIN COMPLIES WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION STANDARDS OF TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS. THE PROPOSED BUILDINGS WILL
BE IN COMPLIANCE WITH THE ENERGY CONSERVATION STANDARDS
PROVIDED THEY ARE BUILT ACCORDING TO THESE DRAWINGS AND
SPECIFICATIONS AND PROVIDED ANY FUTURE IMPROVEMENTS ARE COMPLETED ACCORDING TO THE REQUIREMENTS OF TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS. THESE DRAWINGS AND
SPECIFICATIONS HAVE BEEN PREPARED TO INCLUDE ALL SIGNIFICANT
ENERGY CONSERVATION FEATURES REQUIRED FOR COMPLIANCE
WITH THE STANDARDS. BUILDING AREAS THAT ARE UNCONDITIONED
AND/OR NOT SUBJECT TO THE STANDARDS ARE INDICATED ON THE DRAWINGS.
B. ENVELOPE MANDATORY MEASURES:
A. INSTALLED INSULATING MATERIALS SHALL HAVE BEEN
CERTIFIED BY THE MANUFACTURER TO COMPLY WITH THE
CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIAL.
B. ALL INSULATING MATERIALS SHALL BE INSTALLED IN
COMPLIANCE WITH THE FLAME SPREAD RATING AND SMOKE
DENSITY REQUIREMENTS OF TITLE 24, PART 2, CALIFORNIA
CODE OF REGULATIONS, SECTIONS 719
C. ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING
ENVELOPE THAT ARE POTENTIAL AND OBSERVABLE SOURCES
OF AIR LEAKAGE SHALL BE CAULKED, GASKETED,
WEATHERSTRIPPED OR OTHERWISE SEALED.
D. SITE CONSTRUCTED DOORS, WINDOWS, AND SKYLIGHTS SHALL
BE CAULKED BETWEEN THE UNIT AND THE BUILDING, AND
SHALL BE WEATHERSTRIPPED (EXCEPT FOR UNFRAMED GLASS
DOORS AND FIRE DOORS).
E. MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL
HAVE AIR INFILTRATION RATES CERTIFIED BY THE
MANUFACTURER IN ACCORDANCE WITH TITLE 24, PART 6,
CALIFORNIA CODE OF REGULATIONS, SECTION 116(a)1.
F. MANUFACTURED FENESTRATION PRODUCTS IN THE ENVELOPE
OF THE BUILDING, INCLUDING, BUT NOT LIMITED TO, WINDOWS,
SLIDING GLASS DOORS, FRENCH DOORS, SKYLIGHTS, CURTAIN
WALLS, AND GARDEN WINDOWS MUST BE LABELED FOR UVALUE IN ACCORDANCE WITH THE (NFRC) NATIONAL
FENESTRATION RATING COUNCIL'S INTERIM U-VALUE RATING
PROCEDURE.
G. DEMISING WALL INSULATION SHALL BE INSTALLED IN ALL
OPAQUE PORTIONS OF FRAMED WALLS (EXCEPT DOORS).
8. PROOF LOAD TESTS FOR EXPANSION TYPE ANCHOR BOLTS:
A. ANCHOR DIAMETER REFERS TO THE THREAD SIZE FOR THE WEDGE
CATEGORY AND TO THE ANCHOR OUTSIDE DIAMETER FOR THE SLEEVE CATEGORY.
B. APPLY PROOF TEST LOADS TO WEDGE & SLEEVE ANCHORS WITHOUT REMOVING THE NUT IF POSSIBLE. IF NOT, REMOVE NUT AND INSTALL A
THREADED COUPLER TO THE SAME TIGHTNESS OF THE ORIGINAL NUT USING A TORQUE WRENCH AND APPLY LOAD.
C. FOR SLEEVE INTERNALLY THREADED CATEGORIES, VERIFY THAT THE
ANCHOR IS NOT PREVENTED FROM WITHDRAWING BY A BASEPLATE OR OTHER FIXTURES. IF RESTRAINT IS FOUND, LOOSEN AND SHIM OR REMOVE FIXTURE(S) PRIOR TO TESTING.
D. REACTION LOADS FROM TEST FIXTURES MAY BE APPLIED CLOSE TO
THE ANCHOR BEING TESTED, PROVIDED THE ANCHOR IS NOT
RESTRAINED FROM WITHDRAWING BY THE FIXTURE(S).
E. TEST EQUIPMENT IS TO BE CALIBRATED BY AN APPROVED TESTING
LABORATORY IN ACCORDANCE WITH STANDARD RECOGNIZED
PROCEDURES.
MINIMUM TEST VALUES
NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE
ANCHOR
DIA.
(IN)
3/8
1/2
5/8
3/4
TENSION
LOAD (LBS)
6,490
11,240
17,535
25,335
TORQUE
(FT-LBS)
30 50
40 110
EFFECTIVE MIN.
EMBEDMENT
1 1/2" - 2 1/2"
1 1/2" - 3 1/4"
2 3/4" - 4"
3 1/4" - 4 3/4"
WEDGE
9. POWDER-DRIVEN CONCRETE FASTENERS:
A. GENERAL: USE OF POWDER DRIVEN CONCRETE FASTENERS FOR
TENSION LOADS IS LIMITED TO SUPPORT OF MINOR LOADS LIKE ACOUSTICAL CEILINGS, DUCT WORK, CONDUIT.
B. ALLOWABLE LOADS: IN GENERAL, LOADS SHOULD BE LIMITED TO LESS THAN 100 POUNDS. HOWEVER GREATER LOADS MAY BE PERMITTED
FOR SPECIAL CASES WHEN APPROVED BY THE CHECKING
SUPERVISOR OR FIELD ENGINEER.
C. TESTING: THE OPERATOR, TOOL, AND FASTENER SHALL BE
PREQUALIFIED BY THE PROJECT INSPECTOR. HE SHALL OBSERVE THE TESTING OF THE FIRST 10 FASTENER INSTALLATIONS. A TEST "PULLOUT" LOAD OF NOT LESS THAN TWICE THE DESIGN LOAD, OR 200
POUNDS, WHICHEVER IS GREATER, SHALL BE APPLIED TO THE PIN IN
SUCH A MANNER AS NOT TO RESIST THE SPALLING TENDENCY OF THE CONCRETE SURROUNDING THE PIN. THEREAFTER, RANDOM TESTS
UNDER THE PROJECT INSPECTOR'S SUPERVISION SHALL BE MADE OF APPROXIMATELY 1 IN 10 PINS, EXCEPT THAT WHEN THE DESIGN LOAD EXCEEDS 100 POUNDS, ONE HALF OF THE PINS SHALL BE TESTED.
SHOULD FAILURE OCCUR ON ANY PIN TESTED, ALL INSTALLATIONS MUST BE TESTED AND UNFAIR PINS REPLACED.
D. ALL POWDER DRIVEN CONCRETE FASTENERS SHALL BE ONE OF THE FOLLOWING: HILTI, INC.
1. 0.145 DIA. PAF X-CR INTO STEEL BASE MATERIAL -
ICC NO. ESR 1663
2. 0.138 DIA. PAF X-CR INTO CONCRETE BASE MATERIAL -
ICC NO. ESR 1663
3. X-CP 72 P8 S23 INTO CONCRETE BASE MATERIAL (WET
CONDITIONS) - ICC NO. ESR-2379
F. THE FOLLOWING CRITERIA APPLY FOR THE ACCEPTANCE OF
INSTALLED ANCHORS:
1. HYDRAULIC RAM METHOD: THE ANCHOR SHOULD HAVE NO
OBSERVABLE MOVEMENT AT THE APPLICABLE TEST LOAD.
FOR WEDGE AND SLEEVE TYPE ANCHORS, A PRACTICAL
WAY TO DETERMINE OBSERVABLE MOVEMENT IS THAT THE
WASHER UNDER THE NUT BECOMES LOOSE. DROP-IN
ANCHORS ARE ONLY TO BE TESTED WITH THIS METHOD.
2. TORQUE WRENCH METHOD: THE APPLICABLE TEST TORQUE
MUST BE REACHED WITHIN THE FOLLOWING LIMITS: WEDGE
OR SLEEVE TYPE: ONE-HALF (1/2) TURN OF THE NUT. ONEQUARTER (1/4) TURN OF THE NUT FOR THE 3/8 IN. SLEEVE ANCHOR ONLY.
G. TESTING SHOULD OCCUR 24 HOURS MINIMUM AFTER INSTALLATION OF THE SUBJECT ANCHORS.
H. ALL ANCHOR BOLTS OF THE EXPANSION TYPE (LOADED IN EITHER PULLOUT OR SHEAR) SHALL HAVE 50 PERCENT OF THE BOLTS
(ALTERNATE BOLTS IN ANY GROUP ARRANGEMENT ALLOWED BY
THE TYPE OF SUBSTRATE AND DIAMETER OF BOLT LISTED BELOW
UNDER TEST VALUES TABLE) PROOF TESTED IN TENSION TO TWICE THE ALLOWABLE TENSION LOAD. IF THERE ARE ANY FAILURES, THE IMMEDIATELY ADJACENT BOLTS MUST THEN ALSO BE TESTED.
TESTING SHALL BE PERFORMED IN ACCORDANCE WITH TITLE 24, PART 2, SECTION 1910A.5, "TESTS FOR POST-INSTALLED ANCHORS IN CONCRETE."
I. ALL BOLTS MUST HAVE ICC APPROVAL.
J. ALL ANCHOR BOLTS OF THE EXPANSION TYPE SHALL BE ONE OF THE FOLLOWING:
1. HILTI KB-TZ2 ANCHOR ICC NO. ESR 4266
DIVISION NUMBER CODE
DETAIL DRAWING CODE
DRAWING INDEX CODE
DRAWING DISCIPLINE PREFIX
OWNER FURNISHED ITEMS
ITEMS LISTED BELOW ARE OWNER FURNISHED
EQUIPMENT
• FULL SIZE REFRIGERATORS
• MICROWAVE
•
TECHNOLOGY
• WIFI SYSTEM FOR INTERNET CONNECTIVITY BY OPERATIONS GROUP OUTSIDE OF CONTRACT.
ACCEPTANCE TESTING
THE CALIFORNIA ENERGY CODE SECTION 10-103 REQUIRES ACCEPTANCE TESTING ON
ALL NEWLY INSTALLED LIGHTING CONTROLS, MECHANICAL SYSTEMS, ENVELOPES,
AND PROCESS EQUIPMENT AFTER INSTALLATION AND BEFORE PROJECT COMPLETION. AN ACCEPTANCE TEST IS A FUNCTIONAL PERFORMANCE TEST TO HELP
ENSURE THAT NEWLY INSTALLED EQUIPMENT IS OPERATING AND IN COMPLIANCE WITH THE ENERGY CODE.
LIGHTING CONTROLS ACCEPTANCE TESTS MUST BE PERFORMED BY A CERTIFIED LIGHTING CONTROLS ACCEPTANCE TEST TECHNICIAN (ATT).
MECHANICAL SYSTEM ACCEPTANCE TESTS MUST BE PERFORMED BY A CERTIFIED MECHANICAL ATT FOR PROJECTS SUBMITTED ON OR AFTER OCTOBER 1, 2021.
ENVELOPE AND PROCESS EQUIPMENT ACCEPTANCE TESTS SHALL BE PERFORMED BY THE INSTALLING CONTRACTOR, ENGINEER/ARCHITECT OF RECORD OR THE OWNER’S AGENT.
A LISTING OF CERTIFIED ATT CAN BE FOUND AT:
HTTPS://WWW.ENERGY.CA.GOV/PROGRAMS-AND-TOPICS/PROGRAMS/ACCEPTANCETEST-TECHNICIAN-CERTIFICATION-PROVIDER-PROGRAM/ACCEPTANCE.
THE ACCEPTANCE TESTING PROCEDURES MUST BE REPEATED, AND DEFICIENCIES
MUST BE CORRECTED BY THE BUILDER OR INSTALLING CONTRACTOR UNTIL THE
CONSTRUCTION/INSTALLATION OF THE SPECIFIED SYSTEMS CONFORM AND PASS THE REQUIRED ACCEPTANCE CRITERIA.
PROJECT INSPECTORS WILL COLLECT THE FORMS TO CONFIRM THAT THE REQUIRED ACCEPTANCE TESTS HAVE BEEN COMPLETED.
EMERGENCY RESPONDER
RADIO COVERAGE
ARCHITECT OF RECORD (AOR) SHALL CONTACT THE LOCAL FIRE DEPARTMENT
AND/OR EMERGENCY COMMUNICATIONS AUTHORITY TO OBTAIN DESIGN AND EQUIPMENT SPECIFICATIONS, AND TESTING AND ACCEPTANCE CRITERIA. IT IS THE
RESPONSIBILITY OF THE DESIGN PROFESSIONAL / AOR TO SUBMIT PLANS AND
REQUESTED DOCUMENTATION, AND APPLICABLE FEES, TO THE LOCAL AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL. UPON COMPLETION, COPIES OF
THE APPROVED PLANS, EQUIPMENT DATA SHEETS, AND PROOF OF TESTING AND ACCEPTANCE DOCUMENTATION SHALL BE PROVIDED TO THE SCHOOL DISTRICT. THE
PROJECT INSPECTORS SHALL VERIFY THAT DOCUMENTATION IS PROVIDED TO THE SCHOOL DISTRICTS.
NO. REMARKS DATE
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
GRID LINE, FACE OF STRUCTURE
ROOM NAME
AREA IDENTIFICATION:
A = BUILDING OR AREA DESIGNATION
1 = FLOOR NUMBER
19 = ROOM NUMBER
DOOR NUMBER, SEE DOOR SCHEDULE
WINDOW, STOREFRONT, OR CURTAINWALL
SEE WINDOW SCHEDULE
REFERENCE DETAIL
X = DETAIL DRAWING NUMBER
AX.X = SHEET NUMBER
X = BUILDING SECTION NUMBER
AX.X = SHEET NUMBER
MATCH LINE AND AREA DESIGNATOR
SHADED PORTION IS THE SIDE CONSIDERED
REVISION
N
N = PLAN NORTH ARROW
ADDITIONAL ARROW INDICATES TRUE NORTH
X
AX.X
A101A
A
A
X
AX.X
X
AX.X
20 / AX.X
ROOM NAME
A119
A GRID LINE, CENTER OF STRUCTURE
ELEVATION OR DATUM POINT
X = EXTERIOR ELEVATION NUMBER
AX.X = SHEET NUMBER
N
S
W E
X
AX.X
X = INTERIOR ELEVATION NUMBER
AX.X = SHEET NUMBER
N,S,E,W = INDICATES CARDINAL DIRECTION
?
KEYNOTE
08 = SPECIFICATION DIVISIONAL PREFIX
2 = SPECIFICATION SUBSECTION PREFIX
11 = NOTE NUMBER
08 211
S1 SIGNAGE TAG
1 41 PATH OF EGRESS
41 = OCCUPANT LOAD
STARTING POINT OF PATH OF TRAVEL TO EXIT
MARKED BY DOT AT THE BEGINNING OF EGRESS LINE
102
36" x 24" x 24"
LOCKABLE
CASEWORK TAG
102 = ARCHITECTURAL WOODWORK STANDARD
(AWS) NUMBER
36" x 24" x 24" = WIDTH x HEIGHT x DEPTH
LOCKABLE = MODIFYING NOTE
NOTE: FOR BASE CABINETS, HEIGHT DOES NOT INCLUDE
COUNTERTOP THICKNESS - REFER TO PLANS FOR
COUNTERTOP TYPE
WP
WORK POINT
X = WALL SECTION NUMBER
AX.X = SHEET NUMBER
X
AX.X
X
AX.X
X
AX.X
X
AX.X
P PANIC HARDWARE DEVICE - REFERENCE DOOR
SCHEDULE AND HARDWARE GROUP
EARTH
POROUS FILL (STONE,
GRAVEL, ETC.)
CONCRETE
RIGID INSULATION
GROUT
GYPSUM BOARD
STEEL
WOOD BLOCKING
WOOD FRAMING
BATT INSULATION
PLYWOOD
FINISHED WOOD
METAL LATH AND PLASTER
TERRAZZO
T
R H
I
A C
TC
R
MO
I E
E
T
B
IC L
E
W N P
R I
ENS
A
D
Ren. 9/30/23
No. C 30345
H
CALIF
A
OR I N
S
OF
T TA E
PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:29:44 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A0.3
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
ARCHITECTURAL
SYMBOLS AND
ABBREVIATIONS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
ST STREET
STA STATION
STAG STAGGERED
STC SOUND TRANSMISSION CLASS
STD STANDARD
STG SEATING
STIF STIFFENER
STIR STIRRUP
STL STEEL
STOR STORAGE
STR STRAIGHT
STRUC STRUCTURAL
STU STRUCT
SUSP SUSPENDED
SV SHEET VINYL
SYMM SYMMETRICAL
SYNTH SYNTHETIC
SYS SYSTEM
T
T TEMPERED, TOILET, TREAD
T24 TITLE 24
T&B TOP AND BOTTOM
T&G TONGUE & GROOVE
TB THRU BOLT
TBE THREADED BOTH ENDS
TD TOWEL DISPENSER
TDR TOWEL DISPENSER/RECEPTACLE
TEL TELEPHONE
TEMP TEMPORARY
TER TERRAZZO
TFA TO FLOOR ABOVE
TFB TO FLOOR BELOW
THD THREAD(ED)
THERM THERMAL
THK THICK
THRES THRESHOLD
THRU THROUGH
TKBD TACKBOARD
TMPD TEMPERED
TO TOP OF
TOB TOP OF BEAM
TOC TOP OF CURB OR TOP OF CONCRETE
TOF TOP OF FOOTING
TOFF TOP OF FINISH FLOOR
TOJ TOP OF JOIST
TOL TOLERANCE
TOM TOP OF MASONRY
TOP TOP OF PARAPET
TOPV TOP OF PAVEMENT
TOS TOP OF SHEATHING
TOSL TOP OF SLAB
TOST TOP OF STEEL
TOW TOP OF WALL OR TOP OF WALK
TPD TOILET PAPER DISPENSER
TPTN TOILET PARTITION
TRANS TRANSITION
TS TUBE STEEL
TV TELEVISION
TWLB TOWEL BAR
TYP TYPICAL
U
UC UNDERCUT
UGND UNDERGROUND
UL UNDERWRITER'S LABORATORY
UNFIN UNFINISHED
UON UNLESS OTHERWISE NOTED
UR URINAL
URM UNREINFORCED MASONRY
UTIL UTILITY
V
VAR VARIES
VB VINYL BASE
VCT VINYL COMPOSITION TITLE
VER VERIFY
VERT VERTICAL
VEST VESTIBULE
VF VINYL FABRIC
VFAT VINYL FACED ACOUSTIC TILE
VIF VERIFY IN FIELD
VJ V-JOINT(ED)
VNR VENEER
VR VAPOR RETARDER
VTR VENT THROUGH ROOF
VWC VINYL WALL COVERING
W
W WEST
W.O. WHERE OCCURS
W/ WITH
W/O WITHOUT
W/W WALL TO WALL
WBL WOOD BLOCKING
WC WATER CLOSET
WD WOOD
WDP WOOD PANELING
WDW WINDOW
WF WIDE FLANGE
WFS WOOD FURRING STRIP
WGL WIRED GLASS
WH WATER HEATER
WH WALL HUNG
WI WROUGHT IRON
WID WIDTH, WIDE
WLD WELD(ED)
WM WIRE MESH
WP WATERPROOF(ING)
WPT WORKING POINT
WR WIRE ROPE
WS WOOD SCREW
WSCT WAINSCOT
WT WEIGHT
WWF WELDED WIRE FABRIC
X
XBRACE CROSS BRACE
XFMR TRANSFORMER
XSECT CROSS SECTION
Y
YCO YARD CLEANOUT
YD YARD
PED PEDESTAL
PERF PERFORATED
PERIM PERIMETER
PERP PERPENDICULAR
PGBD PEGBOARD
PH PHASE
PHS PHILLIPS HEAD SCREW
PI POINT OF INTERSECTION
PIV POST INDICATOR VALVE
PL PLATE, PROPERTY LINE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLYWD PLYWOOD
PM PRESSED METAL
PMF PRESSED METAL FRAME
PNEU PNEUMATIC
PNL PANEL
PNT PAINT(ED)
POL POLISHED
POLY POLYETHYLENE
PORC PORCELAIN
PORT PORTABLE
PR PAIR
PRCST PRECAST
PREFAB PREFABRICATED
PREFIN PREFINISHED
PREFMD PREFORMED
PRKG PARKING
PRML PREMOLDED
PROJ PROJECT
PROP PROPERTY
PSCONC PRESTRESSED CONCRETE
PT POINT
PTD PAPER TOWEL DISPENSER
PTDF PRESSURE TREATED DOUGLAS FIR
PTN PARTITION
PTR PAPER TOWEL RECEPTACLE
PVC POLYVINYL CHLORIDE
PVG PAVE(D), (ING)
PVMT PAVEMENT
Q
QT QUARRY TILE
QTB QUARRY TILE BASE
QTF QUARRY TILE FLOOR
QTR QUARTER
QTY QUANTITY
R
R RISER
RA RETURN AIR
RAB RABBET
RAD RADIUS
RB RESILIENT BASE
RBR RUBBER
RCP REINFORCED CONCRETE PIPE
RCVR RECEIVER
RD ROOF DRAIN
RDWY ROADWAY
REBAR REINFORCING STEEL BARS
REC RECESSED
RECT RECTANGULAR
RECYL RECYCLING
REF REFERENCE
REFL REFLECT(ED), (IVE), (OR)
REFR REFRIGERATOR
REG REGISTER
REINF REINFORCED
REM REMOVE(ABLE)
REP REPAIR
REPL REPLACE
REQD REQUIRED
RESIL RESILIENT
RET RETURN
REV REVISION(S), REVISED
RF RESILIENT FLOORING
RFG ROOFING
RFH ROOF HATCH
RGDINS RIGID INSULATION
RH RIGHT HAND
RHMS ROUND HEAD MACHINE SCREW
RHR RIGHT HAND REVERSE
RHWS ROUND HEAD WOOD SCREW
RL ROOF LEADER
RLG RAILING
RM ROOM
RND ROUND
RO ROUGH OPENING
ROW RIGHT OF WAY
RR RESTROOM
RS ROUGH SAWN
RTF RUBBER TILE FLOORING
RTU ROOF TOP UNIT
RV ROOF VENT
RVL REVEAL
RVS REVERSE (SIDE)
RVT RIVET(ED)
RWD REDWOOD
RWL RAIN WATER LEADER
S
S SOUTH
S2S SURFACED TWO SIDES
S4S SURFACED FOUR SIDES
SA SUPPLY AIR
SALV SALVAGE
SAM SELF-ADHERED MEMBRANE
SAT SUSPENDED ACOUSTICAL TILE
SB SPLASH BLOCK
SBSTR SUBSTRATE
SC SOLID CORE
SCD SEAT COVER DISPENSER
SCHED SCHEDULE
SCP SCUPPER
SCRN SCREEN
SD STORM DRAIN
SDBL SANDBLAST
SEC SECONDS
SECT SECTION
SEP SEPERATE OR SEPERATION
SF SQUARE FEET, STOREFRONT
SGL SINGLE
SHR SHOWER
SHT SHEET(ING)
SHTG SHEATHING
SHV SHELVES(ING)
SIM SIMILAR
SK SINK
SKLT SKYLIGHT
SLD SEALED
SLDG SLIDE(ING)
SLDR SOLDER
SLNT SEALANT
SLV SLEEVE
SM SHEET METAL
SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL
ASSOCIATION
SMLS SEAMLESS
SMS SHEET METAL SCREW
SND SANITARY NAPKIN DISPENSER
SNDINS SOUND INSULATION
SNDU SANITARY NAPKIN DISPOSAL UNIT
SNT SEALANT
SP SPACES
SPC SUSPENDED PLASTER CEILING
SPD SOAP DISPENSER
SPEC SPECIFICATION(S)
SPRT SUPPORT
SQ SQUARE
SS STAINLESS STEEL
SSK SERVICE SINK
HMD HOLOW METAL DOOR
HMDF HOLLOW METAL DOOR AND FRAME
HMF HOLLOW METAL FRAME
HNDRL HANDRAIL
HORIZ HORIZONTAL
HPT HIGH POINT
HR HOUR
HT HEIGHT
HTG HEATING
HVAC HEATING, VENTILATING, AIR CONDITIONING
HWH HOT WATER HEATER
I
ID INSIDE DIAMETER
IN INCH
INCL INCLUDE(D), (ING)
INFO INFORMATION
INSTL INSTALL
INSUL INSULATE(D), (ION)
INT INTERIOR
INV INVERT
IPS IRON PIPE SIZE
ISA INTERNATIONAL SYMBOL OF ACCESSIBILITY
J
JAN JANITOR
JST JOIST
JT JOINT
K
KIT KITCHEN
KO KNOCKOUT
KPL KICKPLATE
L
LAB LABORATORY
LAD LADDER
LAM LAMINATE
LAV LAVATORY
LB(S) POUND(S)
LBL LABEL
LBR LUMBER
LDR LEADER
LF LINEAL FOOT
LG LENGTH, LONG
LH LEFT HAND
LHR LEFT HAND REVERSE
LKNT LOCKNUT
LKR LOCKER
LKWASH LOCKWASHER
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LMST LIMSTONE
LNSCP LANDSCAPE(D)
LNTL LINTEL
LP LIGHTPROOF
LPT LOW POINT
LT LIGHT
LTWT LIGHTWEIGHT
LV LOUVER VENT
LVL LEVEL(ER)
LWC LIGHTWEIGHT CONCRETE
LWIC LIGHTWEIGHT INSULATING CONCRETE
M
MAINT MAINTAIN(ANCE)
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MB MACHINE BOLT
MBR MEMBER
MC MEDICINE CABINET
MCB METAL CORNER BEAD
MDO MEDIUM DENSITY OVERLAID
MECH MECHANICAL
MED MEDIUM
MEMB MEMBRANE
MEZZ MEZZANINE
MFD METAL FLOOR DECKING
MFR MANUFACTUR(ER)
MH MANHOLE
MIN MINIMUM
MIRR MIRROR
MISC MISCELLANEOUS
ML METAL LATH
MLDG MOLDING
MLWK MILLWORK
MO MASONRY OPENING
MOD MODULE(AR)
MR MOISTURE RESISTANT
MRB MARBLE
MRD METAL ROOF DECKING
MS MACHINE SCREW
MTD MOUNTED
MTL METAL
MTR MORTAR
MULL MULLION
N
(N) NEW
N NORTH
NAT NATURAL
NCOMBL NONCOMBUSTIBLE
NE NOT EXCEEDING
NF NEAR FACE
NIC NOT IN CONTRACT
NLB NON-LOAD BEARING
NM NONMETALLIC
NO NUMBER
NOM NOMINAL
NR NOISE REDUCTION
NRC NOISE REDUCTION COEFFICIENT
NRCA NATIONAL ROOFING CONTRACTOR'S ASSOCIATION
NS NEAR SIDE
NTS NOT TO SCALE
O
O/ OVER
O/O OUT TO OUT
OA OVERALL
OBS OBSCURE
OC ON CENTER
OCC OCCUPANTS OR OCCUPANCY
OD OUTSIDE DIAMETER
OFCI OWNER FURNISHED CONTRACTOR INSTALLED
OFF OFFICE
OFOI OWNER FURNISHED OWNER INSTALLED
OFS OUTSIDE FACE OF STUD
OHMS OVALHEAD MACHINE SCREW
OHWS OVALHEAD WOOD SCREW
OI OWNER INSTALLED
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPQ OPAQUE
OPR OPERABLE
ORD OVERFLOW ROOF DRAIN
OSB ORIENTED STRAND BOARD
OVFL OVERFLOW
OVHD OVERHEAD
P
P PAINT
PA PUBLIC ADDRESS
PAR PARALLEL
PAT PATTERN
PB PANIC BAR
PBD PARTICLE BOARD
PC PORTLAND CEMENT
PCC PRECAST CONCRETE
PCP PORTLAND CEMENT PLASTER
DG DECOMPOSED GRANITE
DH DOUBLE HUNG
DIA DIAMETER
DIAG DIAGONAL
DIFF DIFFUSER
DIM DIMENSION
DISP DISPENSER
DIV DIVISION
DMPF DAMPPROOFING
DMT DEMOUNTABLE
DN DOWN
DR DOOR
DRB DRAINBOARD
DRLV DOOR LOUVER
DS DOWNSPOUT
DSP DRY STANDPIPE
DT DRAIN TILE
DVTL DOVETAIL
DW DISHWASHER
DWG DRAWING
DWL DOWEL
DWR DRAWER
E
(E) EXISTING
E EAST
EA EACH
EAR EXHAUST AIR REGISTER
EB EXPANSION BOLT
EE EACH END
EF EACH FACE
EFS EXTERIOR FINISH SYSTEM
EHD ELECTRIC HAND DRYER
EIFS EXTERIOR INSULATION AND FINISH SYSTEM
EJ EXPANSION JOINT
EL ELEVATION
ELAST ELASTOMERIC
ELEC ELECTRIC(AL)
ELEV ELEVATOR
EM EXPANDED METAL
EMER EMERGENCY
EN EDGE NAILING
ENCL ENCLOSE(URE)
ENGR ENGINEER
ENTR ENTRANCE
EP ELECTRICAL PANELBOARD
EQ EQUAL
EQUIP EQUIPMENT
ESC ESCUTCHEON
ESCL ESCALATOR
ESMT EASEMENT
EW EACH WAY
EWC ELECTRIC WATER COOLER
EWH ELECTRIC WATER HEATER
EWS EYE WASH STATION
EXC EXCAVATE
EXH EXHAUST
EXP EXPOSED
EXPN EXPANSION
EXS EXTRA STRONG
EXT EXTERIOR
F
(F) FUTURE
F/F FACE TO FACE
FA FIRE ALARM
FAB FABRIC
FBD FIBERBOARD
FBRK FIRE BRICK
FCBRK FACE BRICK
FD FLOOR DRAIN
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISH FLOOR
FFA FROM FLOOR ABOVE
FFB FROM FLOOR BELOW
FFEL FINISHED FLOOR ELEVATION
FFL FINISHED FLOOR LINE
FGL FIBERGLASS
FHC FIRE HOUSE CABINET
FHMB FLAT HEAD MACHINE BOLT
FHMS FLAT HEAD MACHINE SCREW
FHWS FLATHEAD WOOD SCREW
FIN FINISH(ED)
FJT FLUSH JOINT
FLASH FLASHING
FLDG FOLDING
FLG FLOORING
FLR FLOOR
FLUOR FLUORESCENT
FN FIELD NAILING
FOB FACE OF BLOCK
FOC FACE OF CONCRETE/CURB
FOF FACE OF FINISH
FOG FACE OF GRID
FOM FACE OF MASONRY
FOS FACE OF STUD
FPL FIREPLACE
FPRF FIREPROOF(ING)
FR FRAME(D), (ING)
FRG FIBERGLASS REINFORCED GYPSUM
FRP FIBERGLASS REINFORCED PLASTIC
FRTW FIRE RETARDANT TREATED WOOD
FRZ FREEZER
FS FIRE SPRINKLER
FS FAR SIDE
FSTN FASTEN, FASTENER
FT FOOT/FEET
FTG FOOTING
FURG FURRED, (ING)
FWC FABRIC WALL COVERING
G
GA GAUGE
GAL GALLON
GALV GALVANIZED
GB GRAB BAR
GFRC GLASS FIBER REINFORCED CONCRETE
GI GALVANIZED IRON
GL GLASS
GLULAM GLUE LAMINATED
GLZ GLAZING
GLZCMU GLAZED CONRETE MASONRY UNIT
GND GROUND
GPC GYPSUM PLASTER CEILING
GR GRADE
GRBM GRADE BEAM
GRLN GRADE LINE
GSB GYPSUM SHEATHING BOARD
GSM GALVANIZED SHEET METAL
GSS GALVANIZED STEEL SHEET
GST GLAZED STRUCTURAL TILE
GT GROUT
GVL GRAVEL
GYP GYPSUM
GYP BD GYPSUM BOARD
H
HB HOSE BIB
HC HOLLOW CORE
HD HEAVY DUTY
HDAS HEADED ANCHOR STUD
HDJT HEAD JOINT
HDR HEADER
HDW HARDWARE
HDWD HARDWOOD
HEX HEXAGONAL
HGR HANGER
HLDN HOLD DOWN
HM HOLLOW METAL
# POUND OR NUMBER
& AND
* ITEMS IDENTIFIED AS "NIC" ARE NOT PART OF THIS DSA APPROVAL 2X NOMINAL LUMBER SIZE (4X, 6X, 8X, ETC.)
@ AT
┴ PERPENDICULAR
A
A/C AIR CONDITIONING
A/E ARCHITECT/ENGINEER
AB ANCHOR BOLT
ABAN ABANDON
ABC AGGREGATE BASE COURSE
ABV ABOVE
AC ASPHALTIC CONCRETE
ACC ACCESS(IBLE)
ACP ALUMINUM COMPOSITE PANEL
ACST ACOUSTICAL
ACT ACOUSTICAL CEILING TILE
AD AREA DRAIN
ADDM ADDENDUM
ADH ADHESIVE
ADJ ADJUSTABLE
ADJC ADJACENT
AFF ABOVE FINISH FLOOR
AFG ABOVE FINISHED GRADE
AGGR AGGREGATE
AHU AIR HANDLING UNIT
ALS ASSISTED LISTENING SYSTEM
ALT ALTERNATE
ALUM./AL. ALUMINUM
ANC ANCHOR, ANCHORAGE
APLD APPLIED
APPRX APPROXIMATELY
ARCH ARCHITECT(URAL)
ASC ABOVE SUSPENDED CEILING
ASF ABOVE STAGE FINISH
ASPH ASPHALT
ASSY ASSEMBLY
ASYM ASYMMETRICAL
AUTO AUTOMATIC
AV AUDIO VISUAL
AWG AMERICAN WIRE GAUGE
B
B BOLT
BC BACK OF CURB
BD BOARD
BITUM BITUMINOUS
BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BLW BELOW
BLW CLG BELOW CEILING
BLW FFLR BELOW FINISH FLOOR
BM BENCH MARK
BN BOUNDARY NAILING
BO BOTTOM OF
BOT BOTTOM
BRCG BRACING
BRDG BRIDGING
BRG BEARING
BRK BRICK
BRKT BRACKET
BRS BRASS
BRZ BRONZE
BS BOTH SIDES
BSMT BASEMENT
BTWN BETWEEN
BUR BUILT UP ROOFING
BW BOTH WAYS
C
C&G CURB AND GUTTER
CAB CABINET
CAD CADMIUM
CB CATCH BASIN
CBB CEMENTITIOUS BACKER BOARD
CBC CALIFORNIA BUILDING CODE
CEM CEMENT
CER CERAMIC
CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED
CFLG COUNTERFLASHING
CFOI CONTRACTOR FURNISHED OWNER INSTALLED
CG CORNER GUARD
CHBD CHALKBOARD
CHFR CHAMFER
CI CAST IRON
CIP CAST IN PLACE
CIR CIRCLE
CIRC CIRCULAR, CIRCUMFERENCE
CJ CONSTRUCTION JOINT
CL CHAIN LINK OR CENTER LINE
CLG CEILING
CLJ CONTROL JOINT
CLKG CAULKING
CLL CONTRACT LIMIT LINE
CLOS CLOSURE
CLR CLEAR(ANCE)
CLRM CLASSROOM
CMP CORRUGATED METAL PANEL
CMPST COMPOSITION
CMU CONCRETE MASONARY UNIT
CNCL CONCEALED
CNR CORNER
CNTR COUNTER
COL COLUMN
COM COMMON
COMB COMBINATION
COMP COMPOSITE
COMPT COMPARTMENT
CONC CONCRETE
CONF CONFERENCE
CONN CONNECTION
CONSTR CONSTRUCTION
CONT CONTINUOUS, CONTINUATION
CONTR CONTRACT(OR)
COORD COORDINATE
CORR CORRIDOR
CPR COPPER
CPRS COMPRESS(ED), (ION), (IBLE)
CPT CARPET
CRS COLD ROLLED STEEL
CS CAST STONE
CSG CASING
CSK COUNTERSUNK
CSMT CASEMENT
CSWK CASEWORK
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CTF CERAMIC TILE FLOOR
CTG COATING
CTR CENTER
CUFT CUBIC FOOT
CUIN CUBIC INCH
CUST CUSTODIAN
CUYD CUBIC YARD
CW CURTAIN WALL
D
D DRAIN
d. PENNYWEIGHT (NAILS)
DA DOUBLE ACTING
DBL DOUBLE
DEG DEGREES
DEMO DEMOLISH, DEMOLITION
DEP DEPRESSED
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
ARCHITECTURAL DRAWING ABBREVIATIONS SYMBOLS LEGEND
MATERIALS LEGEND
NO. REMARKS DATE
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
UP
UP
UP
UP
NO DIVING
NO D VI NI G
NO DIVING
1FT 0IN
0F 0T IN
3FT 6IN
3FT 6IN
5FT 0IN
F 1 T
NI 0
F 3 T
NI 6
F 3 T
NI 6
F 5 T
NI 0
5FT 0IN
5FT 0IN
0F 0T IN
NO RUNNING
NO RUNN NI G
NO RUNNING
UP
VERNON STREET
(N) POOL DECK - 3,480 SF
SEE POOL DWG
(N) POOL - 3,684 SF
SEE POOL DWG
(N)
MECHANICAL
ROOM - 505 SF
4TH STREET
(E)
ADMIN./LOCKER/RESTROOM
- 2,658 SF
(N)
STORAGE -
304 SF
D STREET
G102
02 121
02 122
02 121
02 123
F 02 120
W
DF
M
(E) ACCESSIBLE VAN
PARKING SPACE
G103
LOWER AREA
PROPERTY LINE
PROPERTY LINE
G101
ACCESSIBLE BATHROOM FACILITIES:
WOMENS MENS
ALL GENDER DRINKING FOUNTAIN
FAMILY
ACCESSIBLE PATH OF TRAVEL, SEE
DEFINITION ON THIS SHEET
PROPERTY LINE
X
BUILDING UNDER SCOPE OF WORK
LOCATION OF ACCESSIBLE EXTERIOR EXIT
DOORS, ENTRANCES, AND EGRESS
FIRE HYDRANT AND 75' RADIUS CIRCLE WF DFM
T
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Ren. 9/30/23
No. C 30345 H CALIF
A
OR
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S
OF
T
TA
E
PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:29:56 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A0.5
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
CODE ANALYSIS SITE
PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
1" = 10'-0"
REF: 5 / NA6.3
CODE ANALYSIS SITE PLAN 15
GENERAL NOTES
N
KEYNOTES
NAME TOTAL AREA (S.F.)
(E) ADMIN/LOCKER/RESTROOM BUILDING 2,658 SF (E) MECHANICAL BUILDING 354 SF (E) POOL 1,095 SF
(E) STORAGE BUILDING 63 SF
(N) MECHANICAL BUILDING 163 SF
(N) POOL 3,345 SF
(N)STORAGE BUILDING 340 SF
TOTAL AREA 8,017 SF
NUMBER NOTE
02 120 (E) 5' WIDE ACCESSIBLE AISLE: 4" BLUE BOARDER STRIPING, 4" BLUE DIAGONAL SPRIPING AT 38" OC.
02 121 (E) ACCESSIBLE VAN PARKING SIGNAGE
02 122 (E) DO NOT ENTER SIGNAGE
02 123 (E) PARKING SYMBOL
LEGEND
GROSS BUILDING AREA
ACC. PATH OF TRAVEL
ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLANS IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2" IF BEVELED AT 1:2 MAXIMUM SLOPE OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4" MAXIMUM AND AT LEAST 48" IN WIDTH. SURFACE IS STABLE, FIRM AND SLIP RESISTANT. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED. ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL ABOVE 27" AND LESS THAN 80". ARCHITECT SHALL VERIFY THAT THERE ARE NO BARRIERS IN THE PATH OF TRAVEL.
EXISTING CONDITIONS
1. ALL (E) STRUCTURES AND ITEMS ON SITE ARE APPROXIMATE BASED ON DRAWINGS FROM OWNER.
BUILDING
1. ALL EXTERIOR OUTWARD SWINGING DOORS TO HAVE A MINIMUM 5'-0" LEVEL LANDING.
2. ALL BUILDING ENTRANCES AND EXTERIOR GROUND LEVEL EXITS SHALL BE ACCESSIBLE.
ACCESSIBLE PATH OF TRAVEL
1. SEE ACCESSIBLE PATH OF TRAVEL DEFINITION, THIS SHEET.
2. ALL SIDEWALKS ALONG THE ACCESSIBLE ROUTE TO BE A MINIMUM OF 4'-0" WIDE, AND THERE SHALL BE NO DROP-OFFS OVER 4" AT EDGE OF WALK OR LANDING. WHERE A 4" DROP-OFF DOES OCCUR, PROVIDING A 6" HIGH WARNING CURB OR GUARD OR HANDRAIL. (SEE CBC SECTION 11B-303.5)
3. FOR GRATINGS LOCATED IN THE SURFACE OF ANY PEDESTRIAN WALKWAY
IN THE PATH OF TRAVEL, GRID/OPENINGS IN GRATINGS SHALL BE LIMITED TO 1/2" MAXIMUM IN THE DIRECTION OF TRAFFIC FLOW.
4. 36" WIDE CONTINUOUS DETECTABLE WARNING SHALL BE USED WHERE THE
PEDESTRIAN PATH CROSSES OR ADJOINS A VEHICULAR WAY (SUCH AS A DRIVEWAY) TO WARN OF POTENTIAL HAZARDS AS PER CBC 11B-705.
5. SEE DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT ON THIS SHEET FOR PATH OF TRAVEL REQUIREMENTS.
GATES
1. GATES ALONG ACCESSIBLE ROUTE SHALL MEET DOOR REQUIREMENTS PER CBC SECTION 11B-404 INCLUDING PANIC HARDWARE AND 10" MIN. SMOOTH BOTTOM OR KICK PLATE.
2. GATES IN PATH OF TRAVEL SHALL COMPLY WITH EXIT DOOR REQUIREMENTS WITH PROPER ACCESSIBLE LEVER HARDWARE AND KICK PLATES.
DESIGN PROFESSIONAL IN
GENERAL RESPONSIBLE
CHARGE STATEMENT
THE P.O.T. IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS MEETS THE
REQUIREMENTS OF THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE (CBC)
ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE P.O.T. WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WERE DETERMINED TO BE NONCOMPLIANT WITH THE
CBC HAVE BEEN IDENTIFIED AND THE CORRECTIVE WORK NECESSARY TO BRING
THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS PROJECT’S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WILL NOT BE
CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR
A FINDING OF UNREASONABLE HARDSHIP ARE INDICATED IN THESE CONSTRUCTION DOCUMENTS.
DURING CONSTRUCTION, IF P.O.T. ITEMS WITHIN THE SCOPE OF THE PROJECT
REPRESENTED AS CBC COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND
REASONABLE CONSTRUCTION TOLERANCES, THE ITEMS SHALL BE BROUGHT INTO
COMPLIANCE WITH THE CBC AS A PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT.
BICYCLE STORAGE CALCS
STANDARD PARKING PROVIDED: STREET PARKING
ACCESSIBLE PARKING PROVIDED: 1 VAN STALLS
TOTAL PARKING PROVIDED: 1 STALL ON SITE
ACCESSIBLE PARKING
BASED ON CBC TABLE 11B-208.2 "PARKING SPACES"
CODE ANALYSIS
2,658 SF
9,000 SF
= .30 < 1 = OK
BUILDING NAME ADMIN/LOCKER RESTROOM BLDG.
BUILDING CONDITION REMODEL
OCCUPANCY (CBC SECTION 302)
B
BUILDING HEIGHT 17'-9"
NUMBER OF STORIES
1 TYPE OF CONSTRUCTION V-B At = TABULAR ALLOWABLE AREA (CBC TABLE 506.2) 9,000 SF NS = TABULAR ALLOWABLE AREA FACTOR 9,000 SF If = FRONTAGE INCREASE (CBC 506.3) N/A
ALLOWABLE AREA DETERMINATION
(CBC 506.2, BASED ON THE MOST
RESTRICTIVE OCCUPANCY)
A
a = At + (NS x If
)
A
a = 9,000 + (9,000 x 0) Aa = 9,000
SPRINKLERS NO
ALLOWABLE BUILDING HEIGHT (CBC TABLE 504.3) 40'-0"
ALLOWABLE NUMBER OF STORIES (CBC TABLE 504.4)
2 SEPARATED? (CBC TABLE 508.4) NO
ALTERNATIVE PROTECTION (CBC 903.1.1) NOT USED
ACTUAL AREA / ALLOWABLE AREA
NO NEW OCCUPIED BUILDINGS IN SCOPE
= .07 < 1 = OK
MECHANICAL BUILDING
REMODEL B
12'-0" 1
V-B
9,000 SF
9,000 SF
N/A
A
a = At + (NS x If
)
A
a = 9,000 + (9,000 x 0) Aa = 9,000
NO
40'-0" 2
NO
NOT USED
= .04 < 1 = OK
STORAGE.
NEWB
14'-4" 1
V-B
9,000 SF
9,000 SF
N/A
A
a = At + (NS x If
)
A
a = 9,000 + (9,000 x 0) Aa = 9,000
NO
40'-0" 2
NO
NOT USED
505SF
9,000 SF
304 SF
9,000 SF
NO. REMARKS DATE
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
WH
WH
UP
FD
UP
UP DN
FD FD
FD
FD FD
FD
FD
FD
FD
FD
FD
FD
NO DIVING
NO D VI NI G
NO DIVING 1
FT 0
IN
0 F 0
T IN
3 FT 6
IN 3
FT 6
IN 5
FT 0
IN
F 1
T NI 0 F 3
T NI 6
F 3
T NI 6
F 5
T NI 0
5 FT 0
IN 5
FT 0
IN
0 F 0
T IN
NO RUNNING
NO RUNN NI G
NO RUNNING
UP
S2
S2
1 104A
5 106A
1 1
2 111A
1 1
2 10 403
S8
143 SF
CHEMICAL
M101
1 OCC.
S1
70 115
116
119
S2
S2
A
A B
B
2 2
1 1
K
E K
E
J
D J
C D
C
L
L
131 SF
STORAGE
101
1 OCC.
S2*
585 SF
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102
NO OCC.
B
83 SF
STORAGE
104
1 OCC.
S2*
68 SF
FIRST AID
113
1 OCC.
B 162 SF
OFFICE
105
2 OCC.
B
157 SF
LIFEGUARD/
BREAKROOM
106
2 OCC.
B
133 SF
FAMILY
CHANGING
108
NO OCC.
B
181 SF
ENTRY
VESTIBULE
107
12 OCC.
A-3
588 SF
MEN'S
SHOWER/
CHANGING/
RESTROOM
111
NO OCC.
B
357 SF
MECHANICAL
M100
1 OCC.
S1
92 SF
STORAGE
112
1 OCC.
S2*
24 SF
JAN.
114
1 OCC.
S2*
3,683 SF
POOL
P100
74 OCC.
A-4
12 22 SF
JAN.
109
1 OCC.
S2*
1 1
1 78 80
216
216
96 96
276
3,444 SF
POOL DECK
P101
232 OCC.
A-4
232
136
EXIT #1
EXIT #2
180
96 10 403
10 403
02 220
22 404
22 404
S4
S2 S4
S4
S4
S4
S4
S2
S2
S7
S11 S9
S2
5 5
6 6
Q
Q
P
P
4 4
3 3
M
M
N
N
O
O
(E) ACCESSIBLE VAN
PARKING SPACE
VERNON STREET
4TH STREET
D STREET
LOWER AREA
107B
107A
108A
101A
111B
ILLUMINATED EXIT SIGN, SEE ELECTRICAL DRAWINGS.
EXIT SIGNAGE TO ACCOMPANY ALL ILLUMINATED EXIT SIGNS.
L = LOW LEVEL ILLUMINATED EXIT SIGN (WHERE OCCURS)
AREA IDENTITY/ CODE ANALYSIS
WORKROOM = ROOM NAME
A101 = ROOM NUMBER
B = OCCUPANCY CLASS (CBC 302)
1,500 SF = FLOOR AREA
10 = OCCUPANT LOAD
{15} = OCCUPANT LOAD PLUS ANCILLARY
SPACE WHERE OCCURS
WORKROOM
A101
1,500 SF
10 OCC.
{15}
B
41 PATH OF EGRESS
41 = OCCUPANT LOAD
STARTING POINT OF PATH OF TRAVEL TO
EXIT MARKED BY DOT AT THE BEGINNING
OF EGRESS LINE
P PANIC HARDWARE DEVICE - REFERENCE DOOR SCHEDULE
AND HARDWARE GROUP
S1 ACCESSIBLE ENTRANCE SIGN, SEE DETAIL 9 / A10.10.1
S2 ROOM IDENTIFICATION SIGN, SEE DETAIL 12 / A10.10.1
EXIT SIGN, SEE DETAIL
S3
S4
S7
ABOVE DOOR SIGN, SEE DETAIL 10 / A10.10.1
MEN WALL MOUNTED SIGN, SEE DETAIL 17 / A10.10.1
S10 MEN DOOR SIGN, SEE DETAIL 22 / A10.10.1
WOMEN WALL MOUNTED SIGN, SEE DETAIL16 / A10.10.1
S8 WOMEN DOOR SIGN, SEE DETAIL 21 / A10.10.1
S9
13 / A10.10.1
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Ren. 9/30/23
No. C 30345
H
CALIF
A
OR I N
S
OF
T TA E
PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:30:07 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A0.6
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
CODE ANALYSIS FLOOR
PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
1" = 10'-0"
REF: 5 / NA6.3
CODE ANALYSIS FLOOR PLAN 10
PLUMBING ANALYSIS
KEYNOTES
LEGEND
NUMBER NOTE
02 220 (E) HI-LO EXTERIOR DRINKING FOUNTAIN TO REMAIN
10 403 FIRE EXTINGUISHER (2A-10B:C) IN SEMI-RECESSED CABINET 22 404 MOP SINK
GENERAL NOTES
1. WHERE OCCUPANT LOAD SIGN IS REQUIRED, THE SIGN SHALL BE POSTED NEAR THE MAIN EXIT FROM THE ROOM.
2. AREAS HAVING FIXED SEATING AND AISLES SHALL BE DETERMINED BY THE NUMBER OF FIXED SEATS INSTALLED THEREIN, CBC SECTION 1004.4.
3. REQUIRED MEANS OF EGRESS SHALL BE MAINTAINED DURING
CONSTRUCTION AND DEMOLITION PER CFC 3311.2.
4. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED PER CFC 1013.3.
5. NUMBER OF EXITS SHOWN COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH IN CBC SECTION 1006.2. WHEN THERE ARE MORE THAN ONE REQUIRED EXIT, THE EXITS SHALL BE LOCATED PER SECTION 1007.1.1. SEE CALCULATIONS BELOW.
6. NO EXIT DOOR SHALL BE LESS THAN 32" CLEAR WIDTH.
MARK DOOR WIDTH
EXITING
OCCUPANTS
MINIMUM EXIT WIDTH
REQUIRED (EXITING
OCCUPANTS *.2)
EXIT WIDTH
PROVIDED
4'-0" 218 43" 44"
4'-0" 218 43" 44"
4'-0" 114 32" 44"
102A 2'-10" 2 32" 30"
104A 3'-0" 1 32" 32"
111A 3'-0" 2 32" 32"
G101 4'-0" 218 43" 44"
G102 4'-0" 218 43" 44"
G103 4'-0" 114 32" 44"
OCCUPANT LOAD CHART
EXIT WIDTH CALCULATIONS
SIGNAGE LEGEND
ROOM
NUMBER ROOM NAME
FUNCTION OF SPACE (CBC
TABLE 1004.1.2)
SQ. FT.
(NET)
OCCUPANT
LOAD FACTOR
OCCUPANT
LOAD
S101 STORAGE (none) 295 SF
ADMIN/LOCKER/RESTROOM
101 STORAGE Accessory Storage Areas,
Mechanical Equipment Room
131 SF 300 1
102 WOMEN'S
SHOWER/
CHANGING/
RESTROOM
(none) 585 SF
103 HWH (none) 17 SF
104 STORAGE Accessory Storage Areas,
Mechanical Equipment Room
83 SF 300 1
105 OFFICE Business Areas 162 SF 150 2
106 LIFEGUARD/
BREAKROOM
Business Areas 157 SF 150 2
107 ENTRY
VESTIBULE
Assembly Unconcentrated
(tables and chairs)
181 SF 15 12
108 FAMILY
CHANGING
(none) 133 SF
109 JAN. Accessory Storage Areas,
Mechanical Equipment Room
22 SF 300 1
110 HMH (none) 17 SF
111 MEN'S SHOWER/
CHANGING/
RESTROOM
(none) 588 SF
112 STORAGE Accessory Storage Areas,
Mechanical Equipment Room
92 SF 300 1
113 FIRST AID Business Areas 68 SF 150 1
114 JAN. Accessory Storage Areas,
Mechanical Equipment Room
24 SF 300 1
MECHANICAL
M100 MECHANICAL Accessory Storage Areas,
Mechanical Equipment Room
357 SF 300 2
M101 CHEMICAL Accessory Storage Areas,
Mechanical Equipment Room
143 SF 300 1
POOL
P100 POOL Skating and Swimming - Rink
and Pool
3,683
SF
50 74
P101 POOL DECK Assembly Standing Space 3,444
SF
5 689
STORAGE
S100 STORAGE Accessory Storage Areas,
Mechanical Equipment Room
Not
Placed
300
10,182
SF
788
PLUMBING OCCUPANCY (CPC CH. 4 TABLE A)
OCCUPANT LOAD AREA
OCC. LOAD
FACTOR
TOTAL
PERSONS
(none) 3,740 SF 0
GROUP A - AUDITORIUMS, CONVENTION HALLS,
STADIUMS
181 SF 15 12
GROUP A - CONFERENCE ROOMS,
GYMNASIUMS, DINING ROOMS
157 SF 30 5
GROUP B - OFFICE OR PUBLIC BUILDINGS 230 SF 150 2
NON-OCCUPIED 2,193 SF 0 0
SWIMMING POOL 3,683 SF 50 74
10,182 SF 93
REQUIRED
WATER CLOSETS
URINALS
LAVATORIES
WATER FOUNTAINS
SERVICE SINK OR LAUNDRY TRAY
FIXTURE TYPE PROVIDED
MINIMUM PLUMBING FACILITIES (CPC TABLE 422.1, B OCCUPANCY) 88 OCCUPANTS = 44 MEN AND 44 WOMEN
ROOM # ROOM NAME OCCUPANCY CLASS SQ. FT. (NET)
S101 STORAGE 295 SF
295 SF
107 ENTRY VESTIBULE A-3 181 SF
A-3 181 SF
P100 POOL A-4 3,683 SF
P101 POOL DECK A-4 3,444 SF
A-4 7,127 SF
102 WOMEN'S SHOWER/ CHANGING/
RESTROOM
B 585 SF
105 OFFICE B 162 SF
106 LIFEGUARD/ BREAKROOM B 157 SF
108 FAMILY CHANGING B 133 SF
111 MEN'S SHOWER/ CHANGING/ RESTROOM B 588 SF
113 FIRST AID B 68 SF
B 1,692 SF
M100 MECHANICAL S1 357 SF
M101 CHEMICAL S1 143 SF
S100 STORAGE S1 Not Placed
S1 500 SF
101 STORAGE S2* 131 SF
103 HWH S2* 17 SF
104 STORAGE S2* 83 SF
109 JAN. S2* 22 SF
110 HMH S2* 17 SF
112 STORAGE S2* 92 SF
114 JAN. S2* 24 SF
S2* 386 SF
TOTAL AREA (NET) 10,182 SF
OCCUPANCY CLASS
NOTES:
1. S2* DENOTES ACCESSORY STORAGE SPACE TO B OCCUPANCY PER CBC 311.1.1. • PER CBC 508.2.3 THE AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10 PERCENT OF THE FLOOR AREA OF THE STORY IN WHICH THEY ARE LOCATED.
• AGGREGATE ACCESSORY USE AREA / TOTAL AREA < 10%
• XXX SF / XXX SF = .XX --> OK
NOTE: EXIT WIDTH CALCULATIONS ARE PER CBC 1005.3.2. IF CALCULATED EXITING WIDTH IS LESS THAN 32", THEN 32" IS USED AS THE MINIMUM VALUE PER CBC 11B-403.5.1 (EXCEPTION 1). REFER TO "EXIT WIDTH PROVIDED" COLUMN BELOW AND DOOR SCHEDULE ON SHEET A9.1 FOR MORE INFORMATION.
1 PER 50 MALE = 1
1 PER 30 FEMALE = 2
1 PER 100 = 1
1 PER 75 MALE = 1
1 PER 50 FEMALE = 1
1 PER 150
1 97 PERSONS
2 MALE
3 FEMALE
1 GENDER NEUTRAL
2 MALE
2 MALE
2 FEMALE
1 GENDER NEUTRAL
1 2
216
276
216
96 EXIT WIDTH
REQUIRED
EXIT WIDTH
PROVIDED
RAMP WIDTH
REQUIRED
RAMP WIDTH
PROVIDED
EXIT #1 - GATE G102 -
EXIT #2 - GATE G103
RAMP #1 -
RAMP #2 -
x .2 = 43"
x .2 = 55"
x .3 = 65"
x .3 = 29"
72"
48"
69"
69"
NO. REMARKS DATE
N
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
NO DIVING
NO DIVING
NO DIVING 1 FT 0IN
FT 0
IN 0 3FT 6IN
3FT 6IN
5FT 0IN 1 FT 0IN 3FT 6IN 3FT 6IN 5FT 0IN 5FT 0IN 5FT 0IN FT 0 IN 0 NORUNNING NORUNNING 4TH STREET D STREET VERNON STREET COVER SHEET NORTH
1 inch = 30 feet 0 30'
Know what'sbelow.
Callbefore you dig. R CITY OF ROSEVILLE
DEVELOPMENT SERVICES ENGINEERING
CITY OF ROSEVILLE PLANNING
FILE NO.
REFERENCE CODES ··············· HOURS OF CONSTRUCTION
ENA.P.N. 014-021-001, 002 CALIFORNIA
C0.0WARREN CONSULTING ENGINEERS, INC. 1117 WINDFIELD WAY, SUITE 110 EL DORADO HILLS, CA 95762 | (916) 985-1870
ROSEVILLE, JOHNSON POOL PHASE II AT 100 D STREET
Not for Construction
For Council Approval
Know what'sbelow. Callbefore you dig. R CITY OF ROSEVILLE GENERAL NOTES ” ” GENERAL NOTES CITY OF ROSEVILLE GRADING NOTES CITY OF ROSEVILLE AIR QUALITY NOTES A.P.N. 014-021-001, 002
CALIFORNIA C0.1
WARREN CONSULTING ENGINEERS, INC.
1117 WINDFIELD WAY, SUITE 110
EL DORADO HILLS, CA 95762 | (916) 985-1870
ROSEVILLE,
JOHNSON POOL PHASE II
AT
100 D STREET TYPICAL NOTES COMPLIANCE WITH CODES AND AUTHORITIES AND DOCUMENTS PRODUCT SPECIFICATIONS DEMOLITION NOTES EXTERIOR SITE WORK ONLY FIRE NOTES CONTRACTOR RESPONSIBILITIES Not for Construction
For Council Approval
4TH STREET D STREET VERNON STREET TOPOGRAPHIC SURVEY A.P.N. 014-021-001, 002 CALIFORNIA C0.2WARREN CONSULTING ENGINEERS, INC. 1117 WINDFIELD WAY, SUITE 110 EL DORADO HILLS, CA 95762 | (916) 985-1870
ROSEVILLE, JOHNSON POOL PHASE II AT 100 D STREET
1 inch = 10 feet
10' 10'5' 20'
( IN FEET )
GRAPHIC SCALE 0
THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED.
Not NORTH
for Construction
For Council Approval
4TH STREET D STREET VERNON STREET DEMOLITION PLAN A.P.N. 014-021-001, 002 CALIFORNIA C1.1WARREN CONSULTING ENGINEERS, INC. 1117 WINDFIELD WAY, SUITE 110 EL DORADO HILLS, CA 95762 | (916) 985-1870
ROSEVILLE, JOHNSON POOL PHASE II AT 100 D STREET
1 inch = 10 feet
10' 10'5' 20'
( IN FEET )
GRAPHIC SCALE 0
THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED. NORTH
DEMOLITION NOTES
Not for Construction
For Council Approval
NO DIVING
NO DIVING
NO DIVING 1FT 0IN
FT 0
IN 0
3FT 6IN
3FT 6IN
5FT 0IN 1 FT 0IN 3FT 6IN 3FT 6IN 5FT 0IN
5FT 0IN
5FT 0IN
FT 0
IN 0
NORUNNING
NORUNNING
4TH STREET D STREET VERNON STREET ENGINEERED FILL PLAN A.P.N. 014-021-001, 002 CALIFORNIA C1.2WARREN CONSULTING ENGINEERS, INC. 1117 WINDFIELD WAY, SUITE 110 EL DORADO HILLS, CA 95762 | (916) 985-1870
ROSEVILLE, JOHNSON POOL PHASE II AT 100 D STREET
1 inch = 10 feet
10' 10'5' 20'
( IN FEET )
GRAPHIC SCALE 0
THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED. NORTH
SUBGRADE PREPARATION
GENERAL NOTES
Not for Construction
For Council Approval
4TH STREET D STREET VERNON STREET NO DIVING NO DIVING NO DIVING FT 0 3FT 6IN 3FT 6IN 5FT 0IN 1FT 0IN 3FT 6IN 3FT 6IN 5FT 0IN 5FT 0IN 5FT 0IN NORUNNING NORUNNING FF=152.50
FF=152.50
REFER TO PLANS PREPARED BY
AQUATIC DESIGN GROUP FOR
POOL AND DECK DESIGN
FF=155.62 GRADING AND PAVING PLAN A.P.N. 014-021-001, 002 CALIFORNIA C2.1WARREN CONSULTING ENGINEERS, INC. 1117 WINDFIELD WAY, SUITE 110 EL DORADO HILLS, CA 95762 | (916) 985-1870
ROSEVILLE, JOHNSON POOL PHASE II AT 100 D STREET
1 inch = 10 feet
10' 10'5' 20'
( IN FEET )
GRAPHIC SCALE 0
THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED. NORTH NORTH 1 inch = 5 feet 0 5'
GRADING NOTES NORTH
1 inch = 5 feet 0 5'
Not for Construction
For Council Approval
4TH STREET D STREET VERNON STREET NO DIVING NO DIVING NO DIVING 1FT 0IN FT 0 IN 0 3FT 6IN 3FT 6IN 5FT 0IN 1 FT 0IN 3FT 6IN 3FT 6IN 5FT 0IN 5FT 0IN 5FT 0IN FT 0 IN 0 NORUNNING NORUNNING
REFER TO PLANS PREPARED BY
AQUATIC DESIGN GROUP FOR
POOL AND DECK DESIGN DRAINAGE PLAN A.P.N. 014-021-001, 002 CALIFORNIA C2.2WARREN CONSULTING ENGINEERS, INC. 1117 WINDFIELD WAY, SUITE 110 EL DORADO HILLS, CA 95762 | (916) 985-1870
ROSEVILLE, JOHNSON POOL PHASE II AT 100 D STREET
1 inch = 10 feet
10' 10'5' 20'
( IN FEET )
GRAPHIC SCALE 0
THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED. NORTH
DRAINAGE NOTES
Not for Construction
For Council Approval
4TH STREET D STREET
VERNON STREET
NO DIVING
NO DIVING
NO DIVING 1
FT 0
IN
FT 0
IN 0
3 FT 6
IN
3 FT 6
IN 5
FT 0
IN
1 FT 0
IN
3 FT 6
IN 3
FT 6
IN
5 FT 0
IN
5 FT 0
IN 5
FT 0
IN
FT 0
IN 0
NORUNNING
NORUNNING EROSION CONTROL PLAN A.P.N. 014-021-001, 002 CALIFORNIA C3.1WARREN CONSULTING ENGINEERS, INC. 1117 WINDFIELD WAY, SUITE 110 EL DORADO HILLS, CA 95762 | (916) 985-1870
ROSEVILLE, JOHNSON POOL PHASE II AT 100 D STREET
( IN FEET )
GRAPHIC SCALE
0 THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED. NORTH 1 inch = 20 feet
20' 20'10' 40'
EROSION CONTROL NOTES
PRE-GRADING
EROSION
CUT-FILL ACTIVITIES
UNDERGROUND WORK
STORM IMPROVEMENTS
CURB AND GUTTER
STREET IMPROVEMENTS
PAVE OUT
POST CONSTRUCTION
STRAW
CONTROLSMULCHING
TACTIFIER
SOIL
BINDERS
PRESERVATION
OF EXISTING
VEGITATION
BLANKETS
MATS &
GEOTEXTILES
FIBER
ROLLS
DUST
CONTROL
OUTLET
PROTECTION
SILT
FENCING
SAND/GRAVEL BAG BARRIERS
STORM DRAIN
INLET
PROTECTION
SEDIMENT
BASIN
SEDIMENT
TRAP DEWATERING
STABILIZED
CONSTRUCTION
ENTRANCE
MATERIAL &
WASTE DISPOSAL
LOCATION
CONCRETE
WASHOUT
PHASE OF
WET SEASON WET & DRY SEASON
EROSION AND SEDIMENT CONTROL MEASURES
X
CONSTRUCTION
MAINTENANCE
SCHEDULE
DAILY*
WEEKLY*
MONTHLY*
BEFORE RAIN
DURING RAIN
AFTER RAIN
AS NEEDED
X
X
X
X
X
X
X
* = WHEN RAIN EVENT INSPECTIONS OCCURS, THEY MAY QUALIFY AS A DAILY, WEEKLY, OR MONTHLY INSPECTION AS APPLIES.
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X
X X
X X
X X
X
X
X
X
X
X
X
X X
X
X
X X
X
X
X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X X
X X X X
X X X X
X X X X
X X X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
X X X
X
X
X
X X
X
X
CITY OF ROSEVILLE EROSION CONTROL NOTES
Not for Construction
For Council Approval
DETAILS AND SECTIONS A.P.N. 014-021-001, 002 CALIFORNIA C4.1WARREN CONSULTING ENGINEERS, INC. 1117 WINDFIELD WAY, SUITE 110 EL DORADO HILLS, CA 95762 | (916) 985-1870
ROSEVILLE, JOHNSON POOL PHASE II AT 100 D STREET
Not for Construction
For Council Approval
DSA BACK CHECK DSA PLAN CHECK CONSTRUCTION BIDDING
DRAWING STATUS DATE ARCHITECT ENGINEER Drawing Number Drawn Application Number Date GENERAL NOTES 1. 2. 3. 4. This sheet is part of a set and is not to be used alone. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY KEY PLAN Studio W Architects 1930 H Street Sacramento, California 95811 [ T ] 916.254.5600 www.StudioW-Architects.com
DSA STAMP
Project Number Checked PROJECT STATUS KCK XX-XXXXXX MM/DD/YYYY JOHNSON POOL PHASE II 100 D STREET ROSEVILLE, CA 95678 23022 GSF CITY OF ROSEVILLE DATE SIGNED: 12/14/23 NO. REMARKS DATE
L I CENSE
D
A
RCH I TECT
STAT E
OF
CA
L I FORN I A REN. 07/31/25
GREGORY
S . FERRELL C-35802 DP1 SWIMMING POOL DECK PLAN
N
1 FT 0
IN
0 0
FT IN
3 FT 6
IN NO RUNNING 3
FT 6
IN 5
FT 0
IN
FT 1
IN 0
FT 3
IN 6 NO RUNNING FT 3
IN 6
FT 5
IN 0
NO RUNNING 5
FT 0
IN 5
FT 0
IN
0 0
FT IN
NO DIVING
NO DIVING
NO DIVING UP UP UP UP UP
==
========
9'-7"
8'-0"
8'-10"
6'-0"
7'-0"
7'-0"
7'-1"
6'-11"
7'-1"
6'-11"
7'-1"
7'-0"
6'-11"
7'-1"
7'-5"
8'-7"
7'-5"
7'-0"
7'-0"
7'-1"
7'-0"
7'-0"
7'-0"
7'-0"
6'-11"
7'-1"
1'-9"
6'-9"
6'-0"
7'-2"
7'-0"
7'-0"
7'-0"
7'-0"
7'-2"
6'-0"
7'-0"
7'-0"
8'-0"
8'-0"
6'-6"
Not for Construction
For Council Approval
DSA BACK CHECK DSA PLAN CHECK CONSTRUCTION BIDDING
DRAWING STATUS DATE ARCHITECT ENGINEER Drawing Number Drawn Application Number Date GENERAL NOTES 1. 2. 3. 4. This sheet is part of a set and is not to be used alone. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY KEY PLAN Studio W Architects 1930 H Street Sacramento, California 95811 [ T ] 916.254.5600 www.StudioW-Architects.com
DSA STAMP
Project Number Checked PROJECT STATUS KCK XX-XXXXXX MM/DD/YYYY JOHNSON POOL PHASE II 100 D STREET ROSEVILLE, CA 95678 23022 GSF CITY OF ROSEVILLE DATE SIGNED: 12/14/23 NO. REMARKS DATE
L I CENSE
D
A
RCH I TECT
STAT E
OF
CA
L I FORN I A REN. 07/31/25
GREGORY
S . FERRELL C-35802 SP1 SWIMMING POOL LAYOUT
1FT 0IN
0 FT0IN
3FT 6IN NO RUNNING 3FT 6IN 5FT 0IN
1FT 0IN 3FT 6IN RUNNING NO 3FT 6IN 5FT 0IN
NO RUNNING 5
FT 0IN 5FT 0IN
0 FT0IN
NO DIVING DIVING NO NO DIVING 10'-8" 23'-0" 23'-0" 20'-0" 6'-0" 4'-0" 10'-8" 23'-0" 23'-0" 20'-0" 6'-0" 4'-0" 50'-0" 18'-0" 18'-8" 50'-0" 18'-0" 18'-8" 10'-0" 20'-0" 10'-0"
N 1'-0" 4'-6" 1'-0" 4'-6" 1'-0" 4'-6" 1'-0" 4'-6"
19'-11"
Not for Construction
For Council Approval
1 FT 0
IN
0 0
FT IN
3 FT 6
IN NO RUNNING 3
FT 6
IN 5
FT 0
IN
FT 1
IN 0
FT 3
IN 6 NO RUNNING FT 3
IN 6
FT 5
IN 0
NO RUNNING 5
FT 0
IN 5
FT 0
IN
0 0
FT IN
NO DIVING
NO DIVING
NO DIVING UP UP UP UP UP DSA BACK CHECK DSA PLAN CHECK CONSTRUCTION BIDDING DRAWING STATUS DATE ARCHITECT ENGINEER Drawing Number Drawn Application Number Date GENERAL NOTES 1. 2. 3. 4. This sheet is part of a set and is not to be used alone. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY KEY PLAN Studio W Architects 1930 H Street Sacramento, California 95811 [ T ] 916.254.5600 www.StudioW-Architects.com
DSA STAMP
Project Number Checked PROJECT STATUS KCK XX-XXXXXX MM/DD/YYYY JOHNSON POOL PHASE II 100 D STREET ROSEVILLE, CA 95678 23022 GSF CITY OF ROSEVILLE DATE SIGNED: 12/14/23 NO. REMARKS DATE
L I CENSE
D
A
RCH I TECT
STAT E
OF
CA
L I FORN I A REN. 07/31/25
GREGORY
S . FERRELL C-35802 SP2 SWIMMING POOL PLUMBING PLAN
14'-0"
14'-0"
14'-0"
14'-0"
7'-0"
13'-0"
13'-0"
7'-0"
N
8'-4"
14'-0"
8'-4"
Not for Construction
For Council Approval
1 FT 0
IN
0 0
FT IN
3 FT 6
IN NO RUNNING 3
FT 6
IN 5
FT 0
IN
FT 1
IN 0
FT 3
IN 6 NO RUNNING FT 3
IN 6
FT 5
IN 0
NO RUNNING 5
FT 0
IN 5
FT 0
IN
0 0
FT IN
NO DIVING
NO DIVING
NO DIVING UP UP UP UP UP DSA BACK CHECK DSA PLAN CHECK CONSTRUCTION BIDDING DRAWING STATUS DATE ARCHITECT ENGINEER Drawing Number Drawn Application Number Date GENERAL NOTES 1. 2. 3. 4. This sheet is part of a set and is not to be used alone. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY KEY PLAN Studio W Architects 1930 H Street Sacramento, California 95811 [ T ] 916.254.5600 www.StudioW-Architects.com
DSA STAMP
Project Number Checked PROJECT STATUS KCK XX-XXXXXX MM/DD/YYYY JOHNSON POOL PHASE II 100 D STREET ROSEVILLE, CA 95678 23022 GSF CITY OF ROSEVILLE DATE SIGNED: 12/14/23 NO. REMARKS DATE
L I CENSE
D
A
RCH I TECT
STAT E
OF
CA
L I FORN I A REN. 07/31/25
GREGORY
S . FERRELL C-35802 SP3 SWIMMING POOL ELECTRICAL PLAN
Not
N
for Construction
For Council Approval
92'-2" 40'-0" 4'-0" 10'-0" 20'-0" 10'-0" 18'-0" 14'-8" DSA BACK CHECK DSA PLAN CHECK CONSTRUCTION BIDDING DRAWING STATUS DATE ARCHITECT ENGINEER Drawing Number Drawn Application Number Date GENERAL NOTES 1. 2. 3. 4. This sheet is part of a set and is not to be used alone. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY KEY PLAN Studio W Architects 1930 H Street Sacramento, California 95811 [ T ] 916.254.5600 www.StudioW-Architects.com
DSA STAMP
Project Number Checked PROJECT STATUS KCK XX-XXXXXX MM/DD/YYYY JOHNSON POOL PHASE II 100 D STREET ROSEVILLE, CA 95678 23022 GSF CITY OF ROSEVILLE DATE SIGNED: 12/14/23 NO. REMARKS DATE
L I CENSE
D
A
RCH I TECT
STAT E
OF
CA
L I FORN I A REN. 07/31/25
GREGORY
S . FERRELL C-35802 SP4 SWIMMING POOL SECTIONS
Not for Construction
For Council Approval
DSA BACK CHECK DSA PLAN CHECK CONSTRUCTION BIDDING
DRAWING STATUS DATE ARCHITECT ENGINEER Drawing Number Drawn Application Number Date GENERAL NOTES 1. 2. 3. 4. This sheet is part of a set and is not to be used alone. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY KEY PLAN Studio W Architects 1930 H Street Sacramento, California 95811 [ T ] 916.254.5600 www.StudioW-Architects.com
DSA STAMP
Project Number Checked PROJECT STATUS KCK XX-XXXXXX MM/DD/YYYY JOHNSON POOL PHASE II 100 D STREET ROSEVILLE, CA 95678 23022 GSF CITY OF ROSEVILLE DATE SIGNED: 12/14/23 NO. REMARKS DATE L I CENSED ARCH I TECTSTAT E OF CA L I FORN I A REN. 07/31/25 GREGORY S . FERRELL C-35802 SP5 DETAILS ARTIFICIAL RESPIRATION AND CPR PROCEDURES 911 EMERGENCY FIRE RESCUE POLICE WARNING NO LIFEGUARD ON DUTY In case of need, mouth to mouth or manual artificial respiration should be started immediately, and should be continued until a doctor arrives or until mechanical resuscitators are supplied. Be sure to call 911 quickly Push at least 2 inches on adult breastbone, 100 times per minute, to move oxygenated blood to vital organs Open the airway and check for breathing or blockage; watch for rise of chest and listen for air movement. Tilt chin back for the unobstructed passing of air, give two breaths and resume chest compressions. COMPRESSIONS AIRWAY BREATHING MAXIMUM POOL OCCUPANCY: 000 NO DIVING ALLOWED PERSONS PERSONS HAVING CURRENTLY ACTIVE DIARRHEA OR WHO HAVE HAD ACTIVE DIARRHEA WITHIN THE PREVIOUS 14 DAYS SHALL NOT BE PERMITTED TO ENTER THE POOL CHILDREN SHOULD NOT USE THE POOL WITHOUT ADULT SUPERVISION 4 6 FT IN NO DIVING NO RUNNING 5 0 FT IN 3 0 FT IN 1 0 FT IN 1 6 FT IN NO DIVING Not for Construction
For Council Approval
DSA BACK CHECK DSA PLAN CHECK CONSTRUCTION BIDDING
DRAWING STATUS DATE ARCHITECT ENGINEER Drawing Number Drawn Application Number Date GENERAL NOTES 1. 2. 3. 4. This sheet is part of a set and is not to be used alone. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY KEY PLAN Studio W Architects 1930 H Street Sacramento, California 95811 [ T ] 916.254.5600 www.StudioW-Architects.com
DSA STAMP
Project Number Checked PROJECT STATUS KCK XX-XXXXXX MM/DD/YYYY JOHNSON POOL PHASE II 100 D STREET ROSEVILLE, CA 95678 23022 GSF CITY OF ROSEVILLE DATE SIGNED: 12/14/23 NO. REMARKS DATE L I CENSED ARCH I TECTSTAT E OF CA L I FORN I A REN. 07/31/25 GREGORY S . FERRELL C-35802 SP6 DETAILS 18 19 20 2 12 2 23 DALDORADO, LLC. DalMax-GO-1818 (Single) UNBLOCKABLE Cover in Multiples per APSP-16 2017 Life 10 Years Submerged Suction Outlet Cover DalMax-SG/FG-18X36: FLOOR-2869 GPM WALL-2080 GPM DalMax-SG/FG-18X54:FLOOR-4412GPM For Single or Multiple Drain Use Not for Construction
For Council Approval
DSA BACK CHECK DSA PLAN CHECK CONSTRUCTION BIDDING
DRAWING STATUS DATE ARCHITECT ENGINEER Drawing Number Drawn Application Number Date GENERAL NOTES 1. 2. 3. 4. This sheet is part of a set and is not to be used alone. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY KEY PLAN Studio W Architects 1930 H Street Sacramento, California 95811 [ T ] 916.254.5600 www.StudioW-Architects.com
DSA STAMP
Project Number Checked PROJECT STATUS KCK XX-XXXXXX MM/DD/YYYY JOHNSON POOL PHASE II 100 D STREET ROSEVILLE, CA 95678 23022 GSF CITY OF ROSEVILLE DATE SIGNED: 12/14/23 NO. REMARKS DATE L I CENSED ARCH I TECTSTAT E OF CA L I FORN I A REN. 07/31/25 GREGORY S . FERRELL C-35802 SP7 DETAILS Not for Construction
For Council Approval
DSA BACK CHECK DSA PLAN CHECK CONSTRUCTION BIDDING
DRAWING STATUS DATE ARCHITECT ENGINEER Drawing Number Drawn Application Number Date GENERAL NOTES 1. 2. 3. 4. This sheet is part of a set and is not to be used alone. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY KEY PLAN Studio W Architects 1930 H Street Sacramento, California 95811 [ T ] 916.254.5600 www.StudioW-Architects.com
DSA STAMP
Project Number Checked PROJECT STATUS KCK XX-XXXXXX MM/DD/YYYY JOHNSON POOL PHASE II 100 D STREET ROSEVILLE, CA 95678 23022 GSF CITY OF ROSEVILLE DATE SIGNED: 12/14/23 NO. REMARKS DATE L I CENSED ARCH I TECTSTAT E OF CA L I FORN I A REN. 07/31/25 GREGORY S . FERRELL C-35802 SP8 DETAILS Not for Construction
For Council Approval
DSA BACK CHECK DSA PLAN CHECK CONSTRUCTION BIDDING
DRAWING STATUS DATE ARCHITECT ENGINEER Drawing Number Drawn Application Number Date GENERAL NOTES 1. 2. 3. 4. This sheet is part of a set and is not to be used alone. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY KEY PLAN Studio W Architects 1930 H Street Sacramento, California 95811 [ T ] 916.254.5600 www.StudioW-Architects.com
DSA STAMP
Project Number Checked PROJECT STATUS KCK XX-XXXXXX MM/DD/YYYY JOHNSON POOL PHASE II 100 D STREET ROSEVILLE, CA 95678 23022 GSF CITY OF ROSEVILLE DATE SIGNED: 12/14/23 NO. REMARKS DATE L I CENSED ARCH I TECTSTAT E OF CA L I FORN I A REN. 07/31/25 GREGORY S . FERRELL C-35802 MR1 MECHANICAL ROOM LAYOUT PLAN Not N
for Construction
For Council Approval
DSA BACK CHECK DSA PLAN CHECK CONSTRUCTION BIDDING
DRAWING STATUS DATE ARCHITECT ENGINEER Drawing Number Drawn Application Number Date GENERAL NOTES 1. 2. 3. 4. This sheet is part of a set and is not to be used alone. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY KEY PLAN Studio W Architects 1930 H Street Sacramento, California 95811 [ T ] 916.254.5600 www.StudioW-Architects.com
DSA STAMP
Project Number Checked PROJECT STATUS KCK XX-XXXXXX MM/DD/YYYY JOHNSON POOL PHASE II 100 D STREET ROSEVILLE, CA 95678 23022 GSF CITY OF ROSEVILLE DATE SIGNED: 12/14/23 NO. REMARKS DATE
L I CENSE
D
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STAT E
OF
CA
L I FORN I A REN. 07/31/25
GREGORY
S . FERRELL C-35802 MR2 DETAILS
∅ -20-30 60 -10
0 10 20 50 3040 Hg psi ACID RITE 450
Not for Construction
For Council Approval
DSA BACK CHECK DSA PLAN CHECK CONSTRUCTION BIDDING
DRAWING STATUS DATE ARCHITECT ENGINEER Drawing Number Drawn Application Number Date GENERAL NOTES 1. 2. 3. 4. This sheet is part of a set and is not to be used alone. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY KEY PLAN Studio W Architects 1930 H Street Sacramento, California 95811 [ T ] 916.254.5600 www.StudioW-Architects.com
DSA STAMP
Project Number Checked PROJECT STATUS KCK XX-XXXXXX MM/DD/YYYY JOHNSON POOL PHASE II 100 D STREET ROSEVILLE, CA 95678 23022 GSF CITY OF ROSEVILLE DATE SIGNED: 12/14/23 NO. REMARKS DATE
L I CENSE
D
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STAT E
OF
CA
L I FORN I A REN. 07/31/25
GREGORY
S . FERRELL C-35802 MR3 DETAILS
°
° °
Not for Construction
For Council Approval
DSA BACK CHECK DSA PLAN CHECK CONSTRUCTION BIDDING
DRAWING STATUS DATE ARCHITECT ENGINEER Drawing Number Drawn Application Number Date GENERAL NOTES 1. 2. 3. 4. This sheet is part of a set and is not to be used alone. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY KEY PLAN Studio W Architects 1930 H Street Sacramento, California 95811 [ T ] 916.254.5600 www.StudioW-Architects.com
DSA STAMP
Project Number Checked PROJECT STATUS KCK XX-XXXXXX MM/DD/YYYY JOHNSON POOL PHASE II 100 D STREET ROSEVILLE, CA 95678 23022 GSF CITY OF ROSEVILLE DATE SIGNED: 12/14/23 NO. REMARKS DATE L I CENSED ARCH I TECTSTAT E OF CA L I FORN I A REN. 07/31/25 GREGORY S . FERRELL C-35802 MR4 DETAILS Not for Construction
For Council Approval
DSA BACK CHECK DSA PLAN CHECK CONSTRUCTION BIDDING
DRAWING STATUS DATE ARCHITECT ENGINEER Drawing Number Drawn Application Number Date GENERAL NOTES 1. 2. 3. 4. This sheet is part of a set and is not to be used alone. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY KEY PLAN Studio W Architects 1930 H Street Sacramento, California 95811 [ T ] 916.254.5600 www.StudioW-Architects.com
DSA STAMP
Project Number Checked PROJECT STATUS KCK XX-XXXXXX MM/DD/YYYY JOHNSON POOL PHASE II 100 D STREET ROSEVILLE, CA 95678 23022 GSF CITY OF ROSEVILLE DATE SIGNED: 12/14/23 NO. REMARKS DATE
L I CENSE
D
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STAT E
OF
CA
L I FORN I A REN. 07/31/25
GREGORY
S . FERRELL C-35802 MR5 DETAILS RATING EXPLANATION GUIDE RATING HEALTH HAZARD FLAMMABILITY HAZARD REACTIVITY HAZARD CAN BE LETHAL MAY EXPLODE AT NORMAL TEMPERATURES AND PRESSURES MAY EXPLODE AT HIGH TEMPERATURES OR SHOCK IGNITES AT ABOVE 73° F, BELOW 100° F. CAN CAUSE SERIOUS OR PERMANENT INJURY EXTREMELY FLAMMABLE. IGNITES AT BELOW 73° F. VIOLENT CHEMICAL CHANGE AT HIGH TEMPERATURES OR PRESSURES CAN CAUSE TEMPORARY INCAPACITATION OR RESIDUAL INJURY NORMALLY STABLE. HIGH TEMPERATURES MAKE UNSTABLE CAN CAUSE SIGNIFICANT IRRITATION IGNITES AT ABOVE 200° F. IGNITES AT ABOVE 100° F, BELOW 200° F. NO HAZARD WILL NOT BURN STABLE 43210 SPECIFIC HAZARD OXIDIZER: ACID: CORROSIVE: ALKALI: USE NO WATER: RADIATION HAZARDS: POLYMERIZES: OX ACID COR ALKW P COMMON NAME CHEMICAL NAME CAS # FORM JUSTIFICATION CARBON DIOXIDE 100% 124-39-9 LIQUID 0 lbs. 600 lbs. CRYOGENIC MSDS % COMP. QUANT. STORED (NOT USED) QUANT. IN USE (USE-CLOSED) LOCATION (STORAGE & USE) HAZ. CLASSES CARBON DIOXIDE CHEMICAL CLASSIFICATION TABLE MAXIMUM ALLOWABLE QUANTITY 686 lbs. 12.5% 7681-52-9 LIQUID 0 GAL. CHEM. SODIUM HYPOCHLORITE SODIUM HYPOCHLORITE 500 GAL. MSDS IRRITANT LIQUID 500 GAL. ENCLOSURE CHEM. ENCLOSURE SODIUM BISULFATE 93% 7681-38-1 TABLET 45 lbs. 45 lbs. CHEM. ROOM IRRITANT SODIUM BISULFATE NO LIMIT MSDS Not for Construction
For Council Approval
(E) STORAGE
(E) POOL DECK
(E) POOL HOUSE
LOWER AREA
(E)
MECHANICAL
ROOM
(E) POOL
(E) LANDSCAPE
(E)
COVERED
BENCHES
(E) TREE
00 101
00 101
00 101
00 103
00 103
00 116
00 101
00 111
00 111
02 222
00 104
00 116
00 116
00 116
00 106
02 104
00 101
00 102
00 109
02 104
TYP.
00 113
00 114
00 115
02 117
02 117
(E)
WATER
SLIDE
00 107
00 113
00 117
00 117
00 101
00 106
02 119
00 118
00 118
02 224
02 118
00 111
00 111
00 116
00 111
00 220
00 220
D STREET
4TH STREET
VERNON STREET
GENERAL
1. ALL DEMOLITION WORK SHALL COMPLY WITH CFC CHAPTER 33 OF THE FIRE CODE AND CBC CHAPTER 33 OF THE BUILDING CODE FOR SAFETY DURING
CONSTRUCTION AND DEMOLITION AND CALIFORNIA EXISTING BUILDING CODE (PART 10) FOR EXISTING STRUCTURES.
2. THESE DEMOLITION PLANS AND NOTES ARE COMPLIMENTARY TO ALL OTHER
PLANS AND DETAILS AND MAY NOT REFLECT THE FULL EXTENT OF ALL DEMOLITION WORK REQUIRED. THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR DETERMINING THE DEMOLITION REQUIRED AND ALL
DEMOLITION WORK SHALL BE INCLUDED IN THE BASE BID (UNLESS
SPECIFICALLY NOTED OTHERWISE) AS NECESSARY TO CONSTRUCT AND/OR COMPLETE THIS PROJECT.
3. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, (UNLESS A SEQUENCE IS SPECIFIED BY
THE OWNER OR CONTRACT DOCUMENTS) AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF THE WORK.
4. SEE ENGINEERING DRAWINGS FOR ADDITIONAL DEMOLITION WORK, TYPICAL.
5. ALL (E) UTILITIES TO BE CAPPED AND RELOCATED PER CIVIL AND POOL PLANS.
DEMOLITION
1. NO DEMOLITION SHALL BEGIN UNTIL PLANS INCLUDING THE DEMOLITION WORK
HAVE BEEN APPROVED BY DSA
2. SEE HAZARDOUS MATERIALS REPORT FOR ABATEMENT REQUIREMENTS DURING DEMOLITION.
3. DURING REQUIRED ON-SITE VISIT, CONTRACTOR SHALL INVENTORY AND
IDENTIFY ALL GENERAL CONSTRUCTION (CONTRACTOR SALVAGE) TO BE DEMOLISHED AS SHOWN ON THIS PLAN.
4. CONTRACTOR REMOVED ITEMS SHALL BE DISPOSED OF PROPERLY OFF SITE AND IN AN EXPEDITIOUS MANNER.
EXISTING CONSTRUCTION
1. VERIFICATION OF EXISTING CONDITIONS:
A. IN THE REMODELING OF AN EXISTING BUILDING CERTAIN ASSUMPTIONS HAVE BEEN MADE REGARDING EXISTING CONDITIONS. SOME OF THESE
ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING
ADDITIONAL SUMS OF MONEY, OR DESTROYING OTHERWISE
SERVICEABLE PORTIONS OF THE BUILDING. NOTIFY THE ARCHITECT
IMMEDIATELY FOR GUIDANCE ON HOW TO PROCEED WHEN CONDITIONS
ARE DISCOVERED DURING CONSTRUCTION WHICH DIFFER FROM THOSE INDICATED ON THE DRAWINGS.
2. ALL DIMENSIONS SHOWN ON THIS SHEET ARE EXISTING AND APPROXIMATE.
VERIFY IN FIELD.
3. CONTRACTOR SHALL PROTECT ALL EXISTING CONSTRUCTION SHOWN TO
REMAIN FROM DAMAGE DURING CONSTRUCTION, FOR THE EXTENT OF THE DEMOLITION AND MODIFICATION.
4. REMOVE ALL EXISTING NON-USED PIPES AND CONDUITS OVERHEAD FOR A
CLEAN INSTALLATION OF NEW MECHANICAL, ELECTRICAL, AND CEILINGS - OR RECAP AS DIRECTED BY THE OWNER.
5. CONTRACTOR TO CAP ALL UTILITIES NOT SHOWN TO BE REUSED BELOW FLOORS, INSIDE WALLS OR ABOVE CEILINGS.
6. CONTRACTOR RESPONSIBLE FOR REMOVAL AND DISPOSAL OF OLD HOODS, INCLUDING DISCONNECTION OF ANSUL SYSTEMS. CONTRACTOR RESPONSIBLE FOR REMOVAL AND CLOSE OFF OF OLD HOOD SHAFTS. CONTRACTOR TO
PATCH AND PAINT ABANDONED SHAFT OPENING LOCATION TO MATCH EXISTING FINISHES AND PREP FOR NEW WORK.
7. CONTRACTOR TO PROVIDE FLOOR REPAIR AFTER DEMOLITION OF (E) COOLER BOXES. CONTRACTOR TO PROVIDE ELECTRICAL AND PLUMBING SAFE OFF OF COOLER BOX DEMO. CONTRACTOR TO DISPOSE OF DEMOLISHED BOXES.
PREPARATION FOR NEW WORK
1. CONTRACTOR IS RESPONSIBLE FOR LOWERING ELECTRICAL, CONDUITS, PIPING, CLEANOUTS, ETC, AS NECESSARY FOR NEW FLOOR FINISHES.
2. REFER TO FLOOR FINISH PLAN FOR MORE INFORMATION ON SLAB CLEANING AND PREPARATION.
3. PATCH, CAULK, SET PROTRUDING NAILS AND REPAIR ALL SURFACES AND
CRACKS WHERE NECCESSARY WITH SUITABLE PATCHING MATERIALS AND SMOOTH OFF TO MATCH ADJACENT SURFACES.
4. REMOVE ALL SIGNAGE, CLEAN AND PAINT SURFACE BEHIND PER SPECIFICATIONS, AND REINSTALL SIGNAGE.
SHORING
1. SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES, AND/OR TRENCHING
REQUIRED TO COMPLETE THE WORK DESCRIBED IN THE CONSTRUCTION
DOCUMENTS IS CONSIDERED A METHOD OR TECHNIQUE AND IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IF A REGULATORY AGENCY REQUIRES A
LICENSED ENGINEER OR ARCHITECT TO SUPERVISE, APPROVE, AND/OR
PROVIDE DRAWINGS FOR SHORING OF STRUCTURAL FOUNDATIONS,
STRUCTURES, AND/OR TRENCHING, THEN IT IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR TO CONTRACT WITH THE ARCHITECT/ENGINEER AND THE CONTRACTOR SHALL PROVIDE THIS WORK AS PART OF THE BASE BID.
2. ALL STRUCTURAL DEMO WORK SHALL BE PROPERLY SHORED PRIOR TO DEMO
AND IF NEED BE, INSPECTED BY THE STRUCTURAL ENGINEER FOR APPROVAL WITH COST BORNE BY THE CONTRACTOR.
(E) TO BE DEMOLISHED, REMOVED, AND/OR RELOCATED
(E) TO REMAIN
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PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:30:15 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A1.0
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
SITE PLAN - DEMO
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
KEYNOTES
LEGEND
GENERAL NOTES
NUMBER NOTE
00 101 REMOVE (E) CONCRETE PAVING (SEE CIVIL DWGS) 00 102 REMOVE (E) CONCRETE/GENITE POOL (SEE CIVIL DWGS) 00 103 REMOVE (E) CONCRETE STEPS AND HANDRAILS (SEE CIVIL DWGS) 00 104 REMOVE (E) BUILDING, SLAB, AND FOUNDATION (SEE CIVIL DWGS) 00 106 REMOVE (E) LIGHT AND FOOTINGS (SEE CIVIL DWGS)
00 107 REMOVE (E) WATER SLIDE (SEE CIVIL DWGS)
00 109 REMOVE (E) DRAINAGE INLET (SEE CIVIL DWGS)
00 111 REMOVE (E) FENCE, GATE, AND POSTS (SEE CIVIL DWGS) 00 113 REMOVE (E) DRINKING FOUNTAIN (SEE CIVIL DWGS)
00 114 REMOVE (E) BLOCK WALL W/48" CHAINLINK FENCE (SEE CIVIL DWGS) 00 115 REMOVE (E) 6" CONCRETE HEADER BOARDER (SEE CIVIL DWGS) 00 116 REMOVE (E) PLANTING (SEE CIVIL DWGS)
00 117 REMOVE (E) HOSE BIB (SEE CIVIL DWGS)
00 118 REPLACE AND REPAIR (E) LANDSCAPING AND IRRIGATION 00 220 SALAVGE (E) ORNAMENTAL GATE AND REINSTALL AT NEW LOCATION (SEE
CIVIL DWGS)
02 104 (E) PLANTING
02 117 (E) ORNAMENTAL FENCE
02 118 (E) ORNAMENTAL GATE WITH PANIC HARDWARE
02 119 (E) GAS METER. GAS LINE TO BE CAPPED DURING DEMOLITION (SEE CIVIL DWGS)
02 222 (E) CMU WALL AND MURAL TO REMAIN AND BE PROTECTED THROUGHTOUT
CONSTRUCTION
02 224 (E) CMU WALL TO REMAIN
1" = 10'-0"
REF: 5 / NA6.3
SITE PLAN - DEMO 10
NO. REMARKS DATE
N
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
WH
WH
UP
FD
UP
UP
UP
FD FD
FD
FD FD
FD
FD
FD
FD
FD
FD
FD
NO DIVING
NO D VI NI G
NO DIVING
1FT 0IN
0F 0T IN
3FT 6IN
3FT 6IN
5FT 0IN
F 1 T
NI 0
F 3 T
NI 6
F 3 T
NI 6
F 5 T
NI 0
5FT 0IN
5FT 0IN
0F 0T IN
NO RUNNING
NO RUNN NI G
NO RUNNING
UP
D STREET
4TH STREET
VERNON STREET
(N) POOL DECK
SEE POOL DWG
POOL HOUSE
(N)
MECHANICAL
ROOM
(E) TREE
15 A2.1
15 A2.1
(N) POOL
SEE POOL DWG
(E) TREE
(N)
STORAGE
15 A2.1
03 307
02 104 P
G102
32 178
32 102
32 102
02 117
12 504
TYP.
05 701
05 702
05 514
02 119
10'-0"
05 701
32'-8"
02 128
00 118
(E) ACCESSIBLE VAN
PARKING SPACE
G103P
05 702
05 704
05 704
32 102
TYP. 26 501
LOWER AREA
P
G101
A2.3 7
A2.3 3
A2.3
18 A2.3 5
12 506
12 505
12 506
12 507
PROPERTY LINE
FIRE HYDRANT
4" COLORED CONCRETE PAVING OVER 6" CLASS II
AGGREGATE BASE
LANDSCAPING, SEE LANDSCAPE DRAWINGS
ASPHALT PAVING
4" CONCRETE OVER 6" CLASS II AGGREGATE BASE
8" CONCRETE OVER 6" CLASS II AGGREGATE BASE
LIMIT OF WORK
LINE OF ROOF, SKYLIGHT, OR SOFFIT
OVERHEAD - SHOWN DASHED
CONCRETE, SEE CIVIL DWGS.
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PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
1/3/2024 1:31:11 PMC:\Users\kimberlyt\Documents\23022-City Of Roseville Johnson Pool Phase II-BLDG-A21_KimberlytBFV24.rvt A1.1
99% PLANS
Author
XX-XXXXXX
12/15/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
SITE PLAN OVERALL
12.15.2023
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/15/2023
1" = 10'-0"
REF: 5 / NA6.3
SITE PLAN 10
NUMBER NOTE
00 118 REPLACE AND REPAIR (E) LANDSCAPING AND IRRIGATION 02 104 (E) PLANTING
02 117 (E) ORNAMENTAL FENCE
02 119 (E) GAS METER. GAS LINE TO BE CAPPED DURING DEMOLITION (SEE CIVIL DWGS)
02 128 (E) ELECTRICAL SERVICE TO REMAIN, POWER TO BE TURNED OFF DURING
CONSTRUCTION
03 307 CONCRETE RETAINING WALL BELOW, REFER TO SHEET S3.1 FOR DETAILS 05 514 METAL GUARDRAIL
05 701 ORNAMENTAL FENCE TO MATCH EXISTING
05 702 ORNAMENTAL GATE TO MATCH EXISTING
05 704 REINSTALL (E) ORNAMENTAL FENCE AT NEW LOCATION
12 504 BENCHES (N.I.C.)
12 505 ADD ALTERNATE #1 - SHADE STRUCTURE. REFER TO A2.3 FOR LOCATION AND SHEETS WITHIN THE SET OF DRAWINGS.
12 506 ADD ALTERNATE #2 - PICNIC TABLES. VERIFY QUANITY AND LOCATION WITH CITY OF ROSEVILLE.
12 507 ADD ALTERNATE #3 - SLIDE. REFER TO SHEET SP-1 FOR DETAILS. 26 501 EXTERIOR LIGHT FIXTURE (SEE ELECTRICAL DWGS.)
32 102 CONCRETE PAVING (SEE CIVIL DWGS.)
32 178 PLANTING
KEYNOTES
LEGEND
GENERAL NOTES
1. CONTRACTOR IS RESPONSIBLE FOR 6'-0" HIGH TEMPORARY CONSTRUCTION
BARRIER WITH VISION SCREEN AT STAGING, STORAGE AND CONSTRUCTION AREA WITH SIGNAGE EVERY 20'-0" TO WARN STUDENTS OF CONSTRUCTION AREA.
2. CONTRACTOR TO BRING IN OFFICE TRAILER TO CONSTRUCTION AREA.
3. CONTRACTOR SHALL ACCESS THE SITE FROM D STREET. ANY DAMAGE TO FIRE LANE WILL BE AT THE CONTRACTOR'S EXPENSE.
4. CONTRACTOR TO REPAIR BACK TO EXISTING CONDITIONS ALL LAYDOWN AREAS AT THE END OF CONSTRUCTION. THIS INCLUDES LANDSCAPE AREAS AND ANY BROKEN SPRINKLERS, VALVE BOXES, CONCRETE, ASPHALT, ETC.
5. CONTRACTOR SHALL REPLACE, RECONSTRUCT AND REPAIR ALL EXISTING
WORK THAT IS IMPACTED, DAMAGED, OR DESTROYED AS A RESULT OF ANY
CONTRACTOR WORK INCLUDING, BUT NOT LIMITED TO, HARDSCAPING,
SIDEWALKS, IRRIGATION SYSTEMS, LANDSCAPING, LAWNS, STRUCTURES AND UTILITIES - ALL TO THE SATISFACTION OF THE DISTRICT.
6. WHERE ASPHALT OR CONCRETE IS BEING REPATCHED, CONTRACTOR SHALL PROVIDE EVEN AND STRAIGHT LINE CUTS WITH 2-FOOT STRAIGHT SLURRY SEAL SURFACE PATCH ON BOTH SIDES OF CUT.
7. CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON SITE TO AVOID EXISTING DUCTS, PIPING OR CONDUITS, ETC.,
AND TO PREVENT HAZARDS TO PERSONNEL AND/OR DAMAGE TO EXISTING
UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTRACTS. THE ARCHITECT IS NOT RESPONSIBLE
FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACTS.
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND
SPECIFICATIONS DO NOT INCLUDE THE NECESSARY ELEMENTS FOR CONSTRUCTION SAFETY.
8. GATES IN PATH OF TRAVEL SHALL COMPLY WITH EXIT DOOR REQUIREMENTS WITH PROPER LEVER HARDWARE AND KICK PLATES.
N
NO. REMARKS DATE
Not for Construction
For Council Approval
FD FD
FD
FD FD
FD
FD
FD
FD
FD
FD
FD
FD
(E) EXTERIOR WALL TO REMAIN
INTERIOR 8" STUD FURRING WALL, SEE DETAIL
DOOR NUMBER, SEE DOOR SCHEDULE
WINDOW, STOREFRONT, OR CURTAINWALL
SEE WINDOW SCHEDULE
A101A
A
(E) TO BE DEMOLISHED, REMOVED, AND/OR RELOCATED
(E) INTERIOR WALL TO REMAIN
INTERIOR 6" STUD WALL, SEE DETAIL 2 / A10.1
INTERIOR 6" STUD SHEAR WALL, SEE DETAIL 3 / A10.1
INTERIOR 8" STUD WALL, SEE DETAIL
5 / A10.1
4 / A10.1
INTERIOR 6" STUD FURRING WALL, SEE DETAIL 1 / A10.1
REMOVE CONCRETE SLAB
GENERAL
1. FOR PLUMBING FIXTURES, FLOOR DRAINS, CASEWORK, AND OTHER EQUIPMENT - REFER TO EQUIPMENT PLAN.
2. FOR ALL REQUIRED SIGNAGE INCLUDING ROOM NAME AND NUMBER THROUGHOUT - REFER TO CODE ANALYSIS PLAN.
3. ALL WALLS SHALL HAVE R-19 BATT INSULATION, FULL HEIGHT AND SOUND INSULATION TO BE INSTALLED AT INTERIOR WALLS.
4. PAINT ALL INTERIOR WALLS. REFER TO ROOM FINISH SCHEDULE FOR INTERIOR WALL FINISHES.
5. DOORS SHALL BE INSTALLED 4" FROM JAMB UNLESS OTHERWISE NOTED.
FOR ADDITIONAL REQUIRED DOOR CLEARANCES, SEE DETAIL
6. ALL FIRE WALLS THAT HAVE A CONCEALED FLOOR-CEILING ATTIC SPACE
SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING READING "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS" IN THE CONCEALED SPACE. THE IDENTIFICATION SHALL BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AT INTERVALS NOT EXCEEDING 30 FEET HORIZONTALLY. THE LETTERING SHALL NOT BE LESS THAN 3" TALL AND HAVE A MINIMUM STROKE OF 3/8".
STRUCTURE
1. DIMENSIONS OF WALLS ARE FROM FACE OF STUD UNLESS OTHERWISE NOTED.
2. REFER TO STRUCTURAL DRAWINGS FOR HEADER SCHEDULE AND FRAMING DETAILS FOR OPENINGS IN INTERIOR AND EXTERIOR WALLS.
3. SEE STRUCTURAL DRAWINGS FOR FRAMING SIZE AND SPACING.
4. SEE STRUCTURAL DRAWINGS FOR COLUMN LOCATIONS AND SIZING. 1 / A10.8
FLOOR PLAN:
02 206
STORAGE
112
MEN'S
SHOWER/
CHANGING/
RESTROOM
111
HMH
110
JAN.
109
FAMILY
CHANGING
108
ENTRY
VESTIBULE
107
OFFICE
105
LIFEGUARD/
BREAKROOM
106
STORAGE
104
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102
00 323
22 410
00 311
22 410
00 323
00 321
00 323
00 323
00 311
GENERAL
1. ALL DEMOLITION WORK SHALL COMPLY WITH CFC CHAPTER 33 OF THE FIRE CODE AND CBC CHAPTER 33 OF THE BUILDING CODE FOR SAFETY DURING
CONSTRUCTION AND DEMOLITION AND CALIFORNIA EXISTING BUILDING CODE (PART 10) FOR EXISTING STRUCTURES.
2. THESE DEMOLITION PLANS AND NOTES ARE COMPLIMENTARY TO ALL OTHER
PLANS AND DETAILS AND MAY NOT REFLECT THE FULL EXTENT OF ALL DEMOLITION WORK REQUIRED. THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR DETERMINING THE DEMOLITION REQUIRED AND ALL
DEMOLITION WORK SHALL BE INCLUDED IN THE BASE BID (UNLESS
SPECIFICALLY NOTED OTHERWISE) AS NECESSARY TO CONSTRUCT AND/OR COMPLETE THIS PROJECT.
3. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, (UNLESS A SEQUENCE IS SPECIFIED BY
THE OWNER OR CONTRACT DOCUMENTS) AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF THE WORK.
4. SEE ENGINEERING DRAWINGS FOR ADDITIONAL DEMOLITION WORK, TYPICAL.
5. ALL (E) UTILITIES TO BE CAPPED AND RELOCATED PER CIVIL AND POOL PLANS.
DEMOLITION
1. NO DEMOLITION SHALL BEGIN UNTIL PLANS INCLUDING THE DEMOLITION WORK
HAVE BEEN APPROVED BY DSA
2. SEE HAZARDOUS MATERIALS REPORT FOR ABATEMENT REQUIREMENTS DURING DEMOLITION.
3. DURING REQUIRED ON-SITE VISIT, CONTRACTOR SHALL INVENTORY AND
IDENTIFY ALL GENERAL CONSTRUCTION (CONTRACTOR SALVAGE) TO BE DEMOLISHED AS SHOWN ON THIS PLAN.
4. CONTRACTOR REMOVED ITEMS SHALL BE DISPOSED OF PROPERLY OFF SITE AND IN AN EXPEDITIOUS MANNER.
EXISTING CONSTRUCTION
1. VERIFICATION OF EXISTING CONDITIONS:
A. IN THE REMODELING OF AN EXISTING BUILDING CERTAIN ASSUMPTIONS HAVE BEEN MADE REGARDING EXISTING CONDITIONS. SOME OF THESE
ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING
ADDITIONAL SUMS OF MONEY, OR DESTROYING OTHERWISE
SERVICEABLE PORTIONS OF THE BUILDING. NOTIFY THE ARCHITECT
IMMEDIATELY FOR GUIDANCE ON HOW TO PROCEED WHEN CONDITIONS
ARE DISCOVERED DURING CONSTRUCTION WHICH DIFFER FROM THOSE INDICATED ON THE DRAWINGS.
2. ALL DIMENSIONS SHOWN ON THIS SHEET ARE EXISTING AND APPROXIMATE.
VERIFY IN FIELD.
3. CONTRACTOR SHALL PROTECT ALL EXISTING CONSTRUCTION SHOWN TO
REMAIN FROM DAMAGE DURING CONSTRUCTION, FOR THE EXTENT OF THE DEMOLITION AND MODIFICATION.
4. REMOVE ALL EXISTING NON-USED PIPES AND CONDUITS OVERHEAD FOR A
CLEAN INSTALLATION OF NEW MECHANICAL, ELECTRICAL, AND CEILINGS - OR RECAP AS DIRECTED BY THE OWNER.
5. CONTRACTOR TO CAP ALL UTILITIES NOT SHOWN TO BE REUSED BELOW FLOORS, INSIDE WALLS OR ABOVE CEILINGS.
6. CONTRACTOR RESPONSIBLE FOR REMOVAL AND DISPOSAL OF OLD HOODS, INCLUDING DISCONNECTION OF ANSUL SYSTEMS. CONTRACTOR RESPONSIBLE FOR REMOVAL AND CLOSE OFF OF OLD HOOD SHAFTS. CONTRACTOR TO
PATCH AND PAINT ABANDONED SHAFT OPENING LOCATION TO MATCH EXISTING FINISHES AND PREP FOR NEW WORK.
7. CONTRACTOR TO PROVIDE FLOOR REPAIR AFTER DEMOLITION OF (E) COOLER BOXES. CONTRACTOR TO PROVIDE ELECTRICAL AND PLUMBING SAFE OFF OF COOLER BOX DEMO. CONTRACTOR TO DISPOSE OF DEMOLISHED BOXES.
PREPARATION FOR NEW WORK
1. CONTRACTOR IS RESPONSIBLE FOR LOWERING ELECTRICAL, CONDUITS, PIPING, CLEANOUTS, ETC, AS NECESSARY FOR NEW FLOOR FINISHES.
2. REFER TO FLOOR FINISH PLAN FOR MORE INFORMATION ON SLAB CLEANING AND PREPARATION.
3. PATCH, CAULK, SET PROTRUDING NAILS AND REPAIR ALL SURFACES AND
CRACKS WHERE NECCESSARY WITH SUITABLE PATCHING MATERIALS AND SMOOTH OFF TO MATCH ADJACENT SURFACES.
4. REMOVE ALL SIGNAGE, CLEAN AND PAINT SURFACE BEHIND PER SPECIFICATIONS, AND REINSTALL SIGNAGE.
SHORING
1. SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES, AND/OR TRENCHING
REQUIRED TO COMPLETE THE WORK DESCRIBED IN THE CONSTRUCTION
DOCUMENTS IS CONSIDERED A METHOD OR TECHNIQUE AND IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IF A REGULATORY AGENCY REQUIRES A
LICENSED ENGINEER OR ARCHITECT TO SUPERVISE, APPROVE, AND/OR
PROVIDE DRAWINGS FOR SHORING OF STRUCTURAL FOUNDATIONS,
STRUCTURES, AND/OR TRENCHING, THEN IT IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR TO CONTRACT WITH THE ARCHITECT/ENGINEER AND THE CONTRACTOR SHALL PROVIDE THIS WORK AS PART OF THE BASE BID.
2. ALL STRUCTURAL DEMO WORK SHALL BE PROPERLY SHORED PRIOR TO DEMO
AND IF NEED BE, INSPECTED BY THE STRUCTURAL ENGINEER FOR APPROVAL WITH COST BORNE BY THE CONTRACTOR.
MECHANICAL
M100 02 206
7 A6.1
7 A6.1
5 NA6.3
6 A5.1
10 A5.1
8 A5.1
23 A5.1
8 A6.1
8 A6.1
9 A6.1
9 A6.1
10 A6.1
10 A6.1
13 A6.1
13 A6.1
2'-9"
5'-8"
5'-9"
101A
103A
104A
108A
A
10 A10.1
9 A10.1
8 A10.1 9
A10.1
SIM
9 A10.1
SIM
8 A10.1
9 A10.1
SIM
8 A10.1
9 A10.1
SIM
9 A10.1
9 A10.1
8 A10.1
9 A10.1
8 A10.1
8 A10.1
9 A10.1 SIM
9 A10.1 SIM
9 A10.1 SIM
106A
109A
107A
107B
A
9 A10.1 SIM
110A
161'-7"
A
A B
B
2 2
1 1
K
E K
E
J
D J
C D
C
45'-7" 7'-3" 17'-2" 21'-7" 3'-6" 13'-6" 7'-9"
(E) CMU MURAL WALL
45'-3"
22'-3" 13'-2" 11'-3" 24'-2" 20'-1" 15'-9" 10'-2" 5'-9" 5'-9" 5'-9" 5'-6" 22'-1" 161'-7"
L
L
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102
FIRST AID
113
OFFICE
105
LIFEGUARD/
BREAKROOM
106
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102
MEN'S
SHOWER/
CHANGING/
RESTROOM
111
STORAGE
112
ENTRY
VESTIBULE
107
STORAGE
101
STORAGE
104
CHEMICAL
M101
115
116
11'-4"
28'-0"
14'-8"
02 206
(E) CMU MURAL WALL
38'-0"
MECHANICAL
M100
4'-0" 6'-8" 4'-0"
4 3 M
M
N
N
O
O
3'-4"
31'-4"
(E) STORAGE
02 206
5 5
6 6
Q
Q
P
P
6'-0" 6'-0" 20'-8"
32'-8"
10'-8"
STORAGE
S101
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PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:30:31 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A2.1
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
DEMO FLOOR PLAN AND
FLOOR PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
KEYNOTES
LEGEND
GENERAL NOTES
NUMBER NOTE
00 311 REMOVE (E) WINDOW & WINDOW FRAME, PATCH, REPAIR AND PREP WALL FOR INSTALLATION OF (N) DOOR.
00 321 REMOVE ALL (E) TOILET ACCESSORIES AT THIS ROOM
00 323 REMOVE (E) TOILET PARTITION/ URINAL SCREEN
02 206 (E) CMU TO REMAIN
22 410 WALL MOUNTED WATER CLOSET
1/8" = 1'-0"
REF: 5 / NA6.3
POOL HOUSE FLOOR PLAN - DEMO 13
1/8" = 1'-0"
REF: 5 / NA6.3
MECHANICAL FLOOR PLAN - DEMO 6
1/8" = 1'-0"
REF: 5 / NA6.3
POOLHOUSE FLOOR PLAN 15
1/8" = 1'-0"
REF: 5 / NA6.3
MECHANICAL FLOOR PLAN 9
1/8" = 1'-0"
REF: 5 / NA6.3
STORAGE FLOOR PLAN - DEMO 7
NO. REMARKS DATE
1/8" = 1'-0"
REF: 6 / A5.0
STORAGE FLOOR PLAN 10
N
N
N
N
N N
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
WH
WH
FD FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
6 A8.1
6A
11 A8.1
11C
11A
11B
7 A8.1
7C
7C
7B
22 A8.1
22A
8 A8.1
8A
8C
8D 8B
9 A8.1
9A
9B
27 A8.1
27A
15 A8.1
15A
15B
29 A8.1
29A
9 A8.1
9C
9D
7 A8.2
7A
6 A8.2
6C
6B
6A
20 A8.2
20A
20 A8.2
20B
12 A8.2
12A 10
A8.1
10A
10B
10 A8.1
10B
10A
A7.1
8 A7.1
18 A7.1
10 A7.1
20 8
A8.1
8E
A
A B
B
2 2
1 1
K
E K
E
J
D J
C D
C
L
L
STORAGE
101
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102
HWH
103
JAN.
114
STORAGE
104
FIRST AID
113
OFFICE
105
LIFEGUARD/
BREAKROOM
106
ENTRY
VESTIBULE
107
FAMILY
CHANGING
108
JAN.
109
MEN'S
SHOWER/
CHANGING/
RESTROOM
111
HMH
110
STORAGE
112
02 220
30" x 48" ACCESSIBLE CLEAR SPACE
60" DIAMETER ACCESSIBLE CLEAR SPACE
102
36" x 24" x 24"
LOCKABLE
CASEWORK TAG
102 = ARCHITECTURAL WOODWORK STANDARD
(AWS) NUMBER
36" x 24" x 24" = WIDTH x HEIGHT x DEPTH
LOCKABLE = MODIFYING NOTE
NOTE: FOR BASE CABINETS, HEIGHT DOES NOT INCLUDE
COUNTERTOP THICKNESS - REFER TO PLANS FOR
COUNTERTOP TYPE
FOR TYPICAL CASEWORK ANCHORAGE, SEE DETAIL 2 / A10.12
1. FOR SIGNAGE REFER TO CODE ANALYSIS PLAN.
2. FOR CASEWORK DIMENSIONS REFER TO INTERIOR ELEVATIONS.
3. FOR TYPICAL CASEWORK ANCHORAGE SEE DETAIL
4. FOR TACK BOARD LOCATIONS REFER TO INTERIOR ELEVATIONS.
5. FOR RESTROOM FIXTURES, PARTITIONS, AND SPECIALTIES, REFER TO SHEET A7.1 - ENLARGED PLANS.
2 / A10.12
CHEMICAL
M101
115
116
8A
8C
8B
8D
8 A8.2
9 A8.2
9A
9C
9B
9D
MECHANICAL
M100
4 4
3 3
M
M
N
N
O
O
5 5
6 6
Q
Q
P
P
STORAGE
S101
(E) EXTERIOR WALL TO REMAIN
INTERIOR 8" STUD FURRING WALL, SEE DETAIL
DOOR NUMBER, SEE DOOR SCHEDULE
WINDOW, STOREFRONT, OR CURTAINWALL
SEE WINDOW SCHEDULE
A101A
A
(E) TO BE DEMOLISHED, REMOVED, AND/OR RELOCATED
(E) INTERIOR WALL TO REMAIN
INTERIOR 6" STUD WALL, SEE DETAIL 2 / A10.1
INTERIOR 6" STUD SHEAR WALL, SEE DETAIL 3 / A10.1
INTERIOR 8" STUD WALL, SEE DETAIL
5 / A10.1
4 / A10.1
INTERIOR 6" STUD FURRING WALL, SEE DETAIL 1 / A10.1
REMOVE CONCRETE SLAB
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No. C 30345
H
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OF
T TA E
PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:30:35 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A2.2
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
EQUIPMENT PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
KEYNOTES
LEGEND
GENERAL NOTES
3/16" = 1'-0"
REF: 5 / NA6.3
POOL - EQUIPMENT PLAN 5
NUMBER NOTE
02 220 (E) HI-LO EXTERIOR DRINKING FOUNTAIN TO REMAIN
3/16" = 1'-0"
REF: 5 / NA6.3
MECHANICAL BUILDING- EQUIPMENT PLAN 8
NO. REMARKS DATE
3/16" = 1'-0"
REF: 6 / A5.0
STORAGE EQUIPMENT PLAN 23
N
N N
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
UP
UP
UP
NO RUNNING
F 1
T NI 0 F 3
T NI 6
NI 6 NO RUNN NI G
NO DIVING
NO D VI NI G F 3
T NI 6
F 5
T NI 0
5 FT 0
IN 5
FT 0
IN NO RUNNING
0 0
FT NI
F 1
T NI 0 F 3
T NI 6
0 0
FT NI
12 506
12 505
20'-0"
12 507
12 505
12 506
12 506
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T TA E
PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
1/3/2024 1:31:28 PMC:\Users\kimberlyt\Documents\23022-City Of Roseville Johnson Pool Phase II-BLDG-A21_KimberlytBFV24.rvt A2.3
99% PLANS
Author
XX-XXXXXX
12/15/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
ADD ALTERNATES
12.15.2023
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/15/2023
N
KEYNOTES
NUMBER NOTE
12 505 ADD ALTERNATE #1 - SHADE STRUCTURE. REFER TO A2.3 FOR LOCATION AND SHEETS WITHIN THE SET OF DRAWINGS.
12 506 ADD ALTERNATE #2 - PICNIC TABLES. VERIFY QUANITY AND LOCATION WITH CITY OF ROSEVILLE.
12 507 ADD ALTERNATE #3 - SLIDE. REFER TO SHEET SP-1 FOR DETAILS.
NO. REMARKS DATE
1/4" = 1'-0"
REF: 10 / A1.1
ALTERNATE PICNIC TABLES 18
1/8" = 1'-0"
REF: 10 / A1.1
ALTERNATE SHADE SHADE 7
1/8" = 1'-0"
REF: 10 / A1.1
3 ALTERNATE SLIDE AT DEEP END OF
POOL
1/4" = 1'-0"
REF: 10 / A1.1
PICNIC TABLE LAYOUT - POOL DECK 5
Not for Construction
For Council Approval
GENERAL
1. ALL DEMOLITION WORK SHALL COMPLY WITH CFC CHAPTER 33 OF THE FIRE CODE AND CBC CHAPTER 33 OF THE BUILDING CODE FOR SAFETY DURING
CONSTRUCTION AND DEMOLITION AND CALIFORNIA EXISTING BUILDING CODE (PART 10) FOR EXISTING STRUCTURES.
2. THESE DEMOLITION PLANS AND NOTES ARE COMPLIMENTARY TO ALL OTHER
PLANS AND DETAILS AND MAY NOT REFLECT THE FULL EXTENT OF ALL DEMOLITION WORK REQUIRED. THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR DETERMINING THE DEMOLITION REQUIRED AND ALL
DEMOLITION WORK SHALL BE INCLUDED IN THE BASE BID (UNLESS
SPECIFICALLY NOTED OTHERWISE) AS NECESSARY TO CONSTRUCT AND/OR COMPLETE THIS PROJECT.
3. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, (UNLESS A SEQUENCE IS SPECIFIED BY
THE OWNER OR CONTRACT DOCUMENTS) AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF THE WORK.
4. SEE ENGINEERING DRAWINGS FOR ADDITIONAL DEMOLITION WORK, TYPICAL.
5. ALL (E) UTILITIES TO BE CAPPED AND RELOCATED PER CIVIL AND POOL PLANS.
DEMOLITION
1. NO DEMOLITION SHALL BEGIN UNTIL PLANS INCLUDING THE DEMOLITION WORK
HAVE BEEN APPROVED BY DSA
2. SEE HAZARDOUS MATERIALS REPORT FOR ABATEMENT REQUIREMENTS DURING DEMOLITION.
3. DURING REQUIRED ON-SITE VISIT, CONTRACTOR SHALL INVENTORY AND
IDENTIFY ALL GENERAL CONSTRUCTION (CONTRACTOR SALVAGE) TO BE DEMOLISHED AS SHOWN ON THIS PLAN.
4. CONTRACTOR REMOVED ITEMS SHALL BE DISPOSED OF PROPERLY OFF SITE AND IN AN EXPEDITIOUS MANNER.
EXISTING CONSTRUCTION
1. VERIFICATION OF EXISTING CONDITIONS:
A. IN THE REMODELING OF AN EXISTING BUILDING CERTAIN ASSUMPTIONS HAVE BEEN MADE REGARDING EXISTING CONDITIONS. SOME OF THESE
ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING
ADDITIONAL SUMS OF MONEY, OR DESTROYING OTHERWISE
SERVICEABLE PORTIONS OF THE BUILDING. NOTIFY THE ARCHITECT
IMMEDIATELY FOR GUIDANCE ON HOW TO PROCEED WHEN CONDITIONS
ARE DISCOVERED DURING CONSTRUCTION WHICH DIFFER FROM THOSE INDICATED ON THE DRAWINGS.
2. ALL DIMENSIONS SHOWN ON THIS SHEET ARE EXISTING AND APPROXIMATE.
VERIFY IN FIELD.
3. CONTRACTOR SHALL PROTECT ALL EXISTING CONSTRUCTION SHOWN TO
REMAIN FROM DAMAGE DURING CONSTRUCTION, FOR THE EXTENT OF THE DEMOLITION AND MODIFICATION.
4. REMOVE ALL EXISTING NON-USED PIPES AND CONDUITS OVERHEAD FOR A
CLEAN INSTALLATION OF NEW MECHANICAL, ELECTRICAL, AND CEILINGS - OR RECAP AS DIRECTED BY THE OWNER.
5. CONTRACTOR TO CAP ALL UTILITIES NOT SHOWN TO BE REUSED BELOW FLOORS, INSIDE WALLS OR ABOVE CEILINGS.
6. CONTRACTOR RESPONSIBLE FOR REMOVAL AND DISPOSAL OF OLD HOODS, INCLUDING DISCONNECTION OF ANSUL SYSTEMS. CONTRACTOR RESPONSIBLE FOR REMOVAL AND CLOSE OFF OF OLD HOOD SHAFTS. CONTRACTOR TO
PATCH AND PAINT ABANDONED SHAFT OPENING LOCATION TO MATCH EXISTING FINISHES AND PREP FOR NEW WORK.
7. CONTRACTOR TO PROVIDE FLOOR REPAIR AFTER DEMOLITION OF (E) COOLER BOXES. CONTRACTOR TO PROVIDE ELECTRICAL AND PLUMBING SAFE OFF OF COOLER BOX DEMO. CONTRACTOR TO DISPOSE OF DEMOLISHED BOXES.
PREPARATION FOR NEW WORK
1. CONTRACTOR IS RESPONSIBLE FOR LOWERING ELECTRICAL, CONDUITS, PIPING, CLEANOUTS, ETC, AS NECESSARY FOR NEW FLOOR FINISHES.
2. REFER TO FLOOR FINISH PLAN FOR MORE INFORMATION ON SLAB CLEANING AND PREPARATION.
3. PATCH, CAULK, SET PROTRUDING NAILS AND REPAIR ALL SURFACES AND
CRACKS WHERE NECCESSARY WITH SUITABLE PATCHING MATERIALS AND SMOOTH OFF TO MATCH ADJACENT SURFACES.
4. REMOVE ALL SIGNAGE, CLEAN AND PAINT SURFACE BEHIND PER SPECIFICATIONS, AND REINSTALL SIGNAGE.
SHORING
1. SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES, AND/OR TRENCHING
REQUIRED TO COMPLETE THE WORK DESCRIBED IN THE CONSTRUCTION
DOCUMENTS IS CONSIDERED A METHOD OR TECHNIQUE AND IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IF A REGULATORY AGENCY REQUIRES A
LICENSED ENGINEER OR ARCHITECT TO SUPERVISE, APPROVE, AND/OR
PROVIDE DRAWINGS FOR SHORING OF STRUCTURAL FOUNDATIONS,
STRUCTURES, AND/OR TRENCHING, THEN IT IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR TO CONTRACT WITH THE ARCHITECT/ENGINEER AND THE CONTRACTOR SHALL PROVIDE THIS WORK AS PART OF THE BASE BID.
2. ALL STRUCTURAL DEMO WORK SHALL BE PROPERLY SHORED PRIOR TO DEMO
AND IF NEED BE, INSPECTED BY THE STRUCTURAL ENGINEER FOR APPROVAL WITH COST BORNE BY THE CONTRACTOR.
(E) TO BE DEMOLISHED, REMOVED, AND/OR RELOCATED
(E) TO REMAIN
00 335
00 335
00 312
00 312
00 212
00 312
00 312
00 312
00 312
00 212
02 222
(E) STORAGE
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PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:30:39 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A3.0
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
REFLECTED CEILING
PLAN - DEMO
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
KEYNOTES
LEGEND
GENERAL NOTES
NUMBER NOTE
00 212 REMOVE (E) CMU WALL, V.I.F. 00 312 REMOVE (E) DOOR, DOOR FRAME AND DOOR HARDWARE. SALVAGE AND STORE DOOR HARDWARE. REINSTALL DOOR HARDWARE AT (N) DOOR. 00 335 REMOVE PORTION OF (E) WALL TO CREATE OPENING FOR (N) LIFT 02 222 (E) CMU WALL AND MURAL TO REMAIN AND BE PROTECTED THROUGHTOUT
CONSTRUCTION
3/16" = 1'-0"
REF: 5 / NA6.3
REFLECTED CEILING PLAN - DEMO
5 3/16" = 1'-0"
REF: 5 / NA6.3
MECHANICAL BUILDING - RCP- DEMO
8 NO. REMARKS DATE
N
3/16" = 1'-0"
REF: 5 / NA6.3
STORAGE - RCP - DEMO 18 N
N
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
7 A6.1
7 A6.1
5 NA6.3
8 A6.1
8 A6.1
9 A6.1
9 A6.1
10 A6.1
10 A6.1
13 A6.1
13 A A6.1
A B
B
2 2
1 1
K
E K
E
J
D J
C D
C
L
L
06 102
LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS
MECHANICAL EQUIPMENT, SEE MECHANICAL DRAWINGS
(+) 8'-0"
ROOM NAME
A119 ROOM TAG
(+) 8'-0" = CEILING HEIGHT OF ROOM, U.O.N.
EXPOSED
ROOM NAME
A119 ROOM TAG
EXPOSED = OPEN TO STRUCTURE
EMERGENCY EXIT LIGHT
10 / A10.9.2
GENERAL
1. ALL HEIGHTS ARE REFERENCED FROM FINISH FLOOR ELEVATIONS = 0'-0"
2. CEILING SYSTEM SHALL BE COORDINATED WITH THE LIGHTING & ELECTRICAL PLANS.
3. PAINT EXPOSED CEILINGS, DUCTWORK AND EQUIPMENT PER FINISH SCHEDULE.
4. NO EXPOSED NAILS OR SCREWS ARE ALLOWED.
EQUIPMENT
1. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SUPPORTS & BRACING.
ELECTRICAL DEVICES ARE SHOWN FOR LOCATION IN RELATION TO LIGHT FIXTURES AND MECHANICAL DIFFUSERS IN SELECT AREAS. FOR FIXTURE INFORMATION SEE ELECTRICAL DRAWINGS.
2. SEE MECHANICAL AND PLUMBING DRAWINGS FOR DIFFUSERS AND PIPE CHASES.
3. SEE FIRE PROTECTION DETAILS FOR PENETRATIONS THROUGH RATED WALLS, WHERE OCCURS.
4. SINGLE LIGHT FIXTURES IN GYP. BD. CEILINGS SHALL BE CENTERED IN ROOM.
5. LIGHT FIXTURE DIMENSIONS ARE TO CENTERLINE OF FIXTURE OR GROUP OF FIXTURES, U.O.N.
6. CENTER AND ALIGN SMOKE DETECTOR, DIFFUSERS, GRILLS, AND SIMILAR
ITEMS IN CEILING TILE GRID AND ALIGN WITH LIGHT FIXTURES, SEE DETAIL
7. SEE ELECTRICAL DRAWINGS FOR LOW LEVEL EXIT SIGN LOCATIONS.
CHEMICAL
M101
MECHANICAL
M100
14 A6.1
14 A6.1
19 A6.1
19 A6.1
4 4
3 3
M
M
N
N
O
O
15 A6.1
15 A6.1
20 A6.1
20 A6.1
5 5
6 6
Q
Q
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No. C 30345
H
CALIF
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S
OF
T TA E
PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:30:42 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A3.1
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
REFLECTED CEILING
PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
KEYNOTES
LEGEND
GENERAL NOTES
3/16" = 1'-0"
REF: 5 / NA6.3
POOL HOUSE - REFLECTED CEILING PLAN 5
NUMBER NOTE
06 102 WOOD BEAM (SEE STRUCTURAL DWGS.)
3/16" = 1'-0"
REF: 5 / NA6.3
3/16" = 1'-0" MECHANICAL BUILDING - REFLECTED CEILING PLAN 8 REF: 5 / NA6.3
18 STORAGE BUILDING - REFLECTED
CEILING PLAN
NO. REMARKS DATE
N N
N
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
7 A6.1
7 A6.1
5 NA6.3
8 A6.1 8
A6.1
RIDGE
9 A6.1 9
A6.1
10 A6.1
10 A6.1
13 A6.1
13 A6.1
0.3:12
0.2:12
0 .2:12
0.2:12
0.2 1: 2 0.2 1: 2
0.2:12 0.2:12
0.1:12
0.2:12
0.1:12
0.2:12
RIDGE RIDGE
RIDGE RIDGE
AA
BB
22 11
K
E
K
E
J
D
J
C
D
C
LL
00 216
00 216
ROOF CRICKET, TAPERED RIGID INSULATION,
SLOPED TO DRAIN PER DETAIL
3 A10.7.2
TREMCO METAL ROOFING, SEE DETAIL
1 A10.7.2
1 / A10.7.1
GENERAL
1. NOTES AND SYMBOLS ARE TO APPLY AT ALL AREAS OF SIMILAR GRAPHIC REPRESENTATION. SUCH INDICATIONS MAY BE LIMITED TO PROMOTE CLARITY OR AVOID REDUNDANCY. NO LIMITATION OF APPLICATION SHALL BE CONSTRUED WITHOUT SPECIFIC NOTATION.
2. ALL ROOF MATERIALS TO BE CLASS A RATED.
3. MINIMUM ROOF INSULATION R-30 ALL LOCATIONS OF THE ROOF.
4. MINIMUM THICKNESS OF ROOF INSULATION TO BE 6" AT LOW POINT OF ROOF DRAIN SUMP.
5. FLASHING TERMINATIONS SHALL HAVE WATER-TIGHT SHEET METAL
CLOSURES WITH WATERPROOF SELF-ADHERED MEMBRANE
UNDERLAYMENT.
6. NAILER THICKNESS SHALL MATCH ADJACENT INSULATION THICKNESS WITHIN 1/4" TOLERANCE.
SLOPES AND DRAINAGE
1. SECONDARY SLOPE (CRICKETS, SADDLES, SUMPS, ETC.) SHALL BE 1/4" / FT.
SLOPE MINIMUM AS INDICATED AT ALL ROOF AREAS, INCLUDING VALLEYS, AND STEEPER AS REQUIRED TO MEET VALLEY SLOPE CRITERIA.
2. BACK SLOPES SHALL BE 2X THE PRIMARY SLOPE.
3. MINIMUM ROOF SLOPE IN VALLEYS IS 1/4" / FT. ADJUST SLOPE OF CRICKETS TO PROVIDE MINIMUM SLOPE AT ALL LOCATIONS OF ROOF. TO PREVENT PONDING, DIRECT ALL ROOF WATER TO DRAINS.
4. TAPER INSULATION UP FROM DRAIN IN SUMPS MINIMUM OF 1/4" / FT. BUT NOT TO EXCEED 1" /FT. PROVIDE TAPERED FILL TO CONFORM THE SUMP INSULATION TO THE THICKNESS OF INSULATION IN THE FIELD OF THE ROOF.
5. PROVIDE TAPERED CRICKET ON THE HIGH SIDE OF PENETRATIONS WIDER THAN 24".
6. MINIMUM SLOPE 1/4"/FT TO DRAIN AT ALL LOCATIONS.
EQUIPMENT
1. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND OTHER FACILITY
SERVICES DRAWINGS FOR EQUIPMENT, DUCTWORK, PENETRATIONS AND OTHER FEATURES NOT OTHERWISE SHOWN.
2. PENETRATIONS, CURBS AND TERMINATIONS, INCLUDING THOSE FOR
MECHANICAL, ELECTRICAL, PLUMBING AND OTHER FACILITY SERVICES SHALL PROVIDE MINIMUM 8" VERTICAL BASE FLASHING ELEVATION ABOVE THE TOP OF THE ADJACENT ROOF SURFACE (NOT STRUCTURAL DECK).
3. EQUIPMENT SUPPORT PENETRATIONS SHALL BE ROUND SHAPES UNLESS SPECIFICALLY DETAILED OTHERWISE.
4. FOR CONDUIT THROUGH ROOF DETAIL, SEE ELECTRICAL DRAWINGS
5. FOR TYPICAL PENETRATION CLEARANCES, SEE DETAIL
6. FOR VENT PIPE AT SINGLE PLY ROOFING, SEE DETAIL 4 / A10.7.1 5 / A10.7.1 14 A6.1
14 A6.1
19 A6.1
19 A6.1
0 .3:12
6 A10.7.1
6 A10.7.1
2 A10.7.2
11 A10.7.1
4'-0"
4'-0" 4'-0"
4'-0" 4'-0"
4'-0"
4'-0"
4'-0"
4 4
3 3
M
M
N
N
O
O
12 A10.7.2
00 216
6 A10.7.1
2 A10.7.2
7 A10.7.1
55 66
3'-6" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 3'-6"
0.3:12
00 216
T
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No. C 30345 H CALIF
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OR
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OF
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PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:30:47 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A4.1
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
ROOF PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
3/16" = 1'-0"
REF: 5 / NA6.3
POOL HOUSE ROOF PLAN
5 KEYNOTES
LEGEND
NUMBER NOTE
00 216 REMOVE PARTIAL (E) ROOFING AND INSULATION. PATCH REPAIR AND PREP
FOR INSTALLATION OF NEW ROOFING TO MATCH (E)
GENERAL NOTES
3/16" = 1'-0"
REF: 5 / NA6.3
3/16" = 1'-0" MECHANICAL ROOF PLAN
8 REF: 5 / NA6.3
STORAGE ROOF PLAN 18
NO. REMARKS DATE
NN
N
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
GENERAL
1. ALL DEMOLITION WORK SHALL COMPLY WITH CFC CHAPTER 33 OF THE FIRE CODE AND CBC CHAPTER 33 OF THE BUILDING CODE FOR SAFETY DURING
CONSTRUCTION AND DEMOLITION AND CALIFORNIA EXISTING BUILDING CODE (PART 10) FOR EXISTING STRUCTURES.
2. THESE DEMOLITION PLANS AND NOTES ARE COMPLIMENTARY TO ALL OTHER
PLANS AND DETAILS AND MAY NOT REFLECT THE FULL EXTENT OF ALL DEMOLITION WORK REQUIRED. THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR DETERMINING THE DEMOLITION REQUIRED AND ALL
DEMOLITION WORK SHALL BE INCLUDED IN THE BASE BID (UNLESS
SPECIFICALLY NOTED OTHERWISE) AS NECESSARY TO CONSTRUCT AND/OR COMPLETE THIS PROJECT.
3. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, (UNLESS A SEQUENCE IS SPECIFIED BY
THE OWNER OR CONTRACT DOCUMENTS) AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF THE WORK.
4. SEE ENGINEERING DRAWINGS FOR ADDITIONAL DEMOLITION WORK, TYPICAL.
5. ALL (E) UTILITIES TO BE CAPPED AND RELOCATED PER CIVIL AND POOL PLANS.
DEMOLITION
1. NO DEMOLITION SHALL BEGIN UNTIL PLANS INCLUDING THE DEMOLITION WORK
HAVE BEEN APPROVED BY DSA
2. SEE HAZARDOUS MATERIALS REPORT FOR ABATEMENT REQUIREMENTS DURING DEMOLITION.
3. DURING REQUIRED ON-SITE VISIT, CONTRACTOR SHALL INVENTORY AND
IDENTIFY ALL GENERAL CONSTRUCTION (CONTRACTOR SALVAGE) TO BE DEMOLISHED AS SHOWN ON THIS PLAN.
4. CONTRACTOR REMOVED ITEMS SHALL BE DISPOSED OF PROPERLY OFF SITE AND IN AN EXPEDITIOUS MANNER.
EXISTING CONSTRUCTION
1. VERIFICATION OF EXISTING CONDITIONS:
A. IN THE REMODELING OF AN EXISTING BUILDING CERTAIN ASSUMPTIONS HAVE BEEN MADE REGARDING EXISTING CONDITIONS. SOME OF THESE
ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING
ADDITIONAL SUMS OF MONEY, OR DESTROYING OTHERWISE
SERVICEABLE PORTIONS OF THE BUILDING. NOTIFY THE ARCHITECT
IMMEDIATELY FOR GUIDANCE ON HOW TO PROCEED WHEN CONDITIONS
ARE DISCOVERED DURING CONSTRUCTION WHICH DIFFER FROM THOSE INDICATED ON THE DRAWINGS.
2. ALL DIMENSIONS SHOWN ON THIS SHEET ARE EXISTING AND APPROXIMATE.
VERIFY IN FIELD.
3. CONTRACTOR SHALL PROTECT ALL EXISTING CONSTRUCTION SHOWN TO
REMAIN FROM DAMAGE DURING CONSTRUCTION, FOR THE EXTENT OF THE DEMOLITION AND MODIFICATION.
4. REMOVE ALL EXISTING NON-USED PIPES AND CONDUITS OVERHEAD FOR A
CLEAN INSTALLATION OF NEW MECHANICAL, ELECTRICAL, AND CEILINGS - OR RECAP AS DIRECTED BY THE OWNER.
5. CONTRACTOR TO CAP ALL UTILITIES NOT SHOWN TO BE REUSED BELOW FLOORS, INSIDE WALLS OR ABOVE CEILINGS.
6. CONTRACTOR RESPONSIBLE FOR REMOVAL AND DISPOSAL OF OLD HOODS, INCLUDING DISCONNECTION OF ANSUL SYSTEMS. CONTRACTOR RESPONSIBLE FOR REMOVAL AND CLOSE OFF OF OLD HOOD SHAFTS. CONTRACTOR TO
PATCH AND PAINT ABANDONED SHAFT OPENING LOCATION TO MATCH EXISTING FINISHES AND PREP FOR NEW WORK.
7. CONTRACTOR TO PROVIDE FLOOR REPAIR AFTER DEMOLITION OF (E) COOLER BOXES. CONTRACTOR TO PROVIDE ELECTRICAL AND PLUMBING SAFE OFF OF COOLER BOX DEMO. CONTRACTOR TO DISPOSE OF DEMOLISHED BOXES.
PREPARATION FOR NEW WORK
1. CONTRACTOR IS RESPONSIBLE FOR LOWERING ELECTRICAL, CONDUITS, PIPING, CLEANOUTS, ETC, AS NECESSARY FOR NEW FLOOR FINISHES.
2. REFER TO FLOOR FINISH PLAN FOR MORE INFORMATION ON SLAB CLEANING AND PREPARATION.
3. PATCH, CAULK, SET PROTRUDING NAILS AND REPAIR ALL SURFACES AND
CRACKS WHERE NECCESSARY WITH SUITABLE PATCHING MATERIALS AND SMOOTH OFF TO MATCH ADJACENT SURFACES.
4. REMOVE ALL SIGNAGE, CLEAN AND PAINT SURFACE BEHIND PER SPECIFICATIONS, AND REINSTALL SIGNAGE.
SHORING
1. SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES, AND/OR TRENCHING
REQUIRED TO COMPLETE THE WORK DESCRIBED IN THE CONSTRUCTION
DOCUMENTS IS CONSIDERED A METHOD OR TECHNIQUE AND IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IF A REGULATORY AGENCY REQUIRES A
LICENSED ENGINEER OR ARCHITECT TO SUPERVISE, APPROVE, AND/OR
PROVIDE DRAWINGS FOR SHORING OF STRUCTURAL FOUNDATIONS,
STRUCTURES, AND/OR TRENCHING, THEN IT IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR TO CONTRACT WITH THE ARCHITECT/ENGINEER AND THE CONTRACTOR SHALL PROVIDE THIS WORK AS PART OF THE BASE BID.
2. ALL STRUCTURAL DEMO WORK SHALL BE PROPERLY SHORED PRIOR TO DEMO
AND IF NEED BE, INSPECTED BY THE STRUCTURAL ENGINEER FOR APPROVAL WITH COST BORNE BY THE CONTRACTOR.
(E) TO BE DEMOLISHED, REMOVED, AND/OR RELOCATED
(E) TO REMAIN
8 A6.1
8 A6.1
14'-0"
T.O. PLATE
11'-4"
T.O. CMU
12'-0"
T.O. FRAMING/CMU
9 A6.1
9 A6.1
10 A6.1
10 A6.1
13 A6.1
13 A6.1
02 219
02 202 02 217
02 206
02 217 02 218 02 202
02 217
TYP.
L K J E D C B A
00 215
4'-0"
F.F.
8 A6.1
8 A6.1
14'-0"
T.O. PLATE
11'-4"
T.O. CMU
12'-0"
T.O. FRAMING/CMU
9 A6.1
9 A6.1
10 A6.1
10 A6.1
13 A6.1
13 A6.1
ANGLED PER PLAN 00 311 00 311 00 212 12'-7" V.I.F. ANGLED PER PLAN
A B C D E J K L
02 220 00 313
4'-0"
F.F.
(E) SLOPED WALK
00 313 00 212
4 3
6'-0" 9'-4"
00 212
M N O
00 111 00 111 00 105
37'-4" 8"
20'-2"
00 212 00 313
3 4
8"
8'-9" 6'-0"
T
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Ren. 9/30/23
No. C 30345
H
CALIF
A
OR I N
S
OF
T TA E
PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:30:52 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A5.0
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
EXTERIOR ELEVATIONS -
DEMO
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
KEYNOTES
LEGEND
GENERAL NOTES
NUMBER NOTE
00 105 REMOVE (E) WALL (SEE CIVIL DWGS)
00 111 REMOVE (E) FENCE, GATE, AND POSTS (SEE CIVIL DWGS) 00 212 REMOVE (E) CMU WALL, V.I.F.
00 215 REMOVE (E) DOOR AND REPLACE WITH MANUAL ROLL UP DOOR (SEE DOOR
SCHEDULE)
00 311 REMOVE (E) WINDOW & WINDOW FRAME, PATCH, REPAIR AND PREP WALL FOR INSTALLATION OF (N) DOOR.
00 313 REMOVE (E) DOOR
02 202 (E) ROOF
02 206 (E) CMU TO REMAIN
02 217 (E) GUTTER TO REMAIN, REPLACE AND/OR REPAIR WHERE REQUIRED. 02 218 (E) FRAMING TO REMAIN
02 219 (E) WOOD SIDING TO REMAIN
02 220 (E) HI-LO EXTERIOR DRINKING FOUNTAIN TO REMAIN
NORTH ELEVATION - DEMO 1/8" = 1'-0" 6
SOUTH ELEVATION - DEMO 1/8" = 1'-0" 8
SOUTHWEST ELEVATION - MECHANICAL BUILDING - DEMO 1/8" = 1'-0" 25 SOUTHEAST ELEVATION - MECHANICAL BUILDING -DEMO 1/8" = 1'-0" 20 NORTHWEST ELEVATION - MECHANICAL BUILDING - DEMO 1/8" = 1'-0" 10 NO. REMARKS DATE
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
8 A6.1 8
A6.1
12'-0"
T.O. FRAMING/CMU
9 A6.1 9
A6.1
10 A6.1
10 A6.1
13 A6.1
13 A6.1
02 219
02 202 02 217
02 206
02 217 02 218 02 202
02 217
TYP.
LKJEDCBA
4'-0"
F.F.
07 704
02 222
1. GRAFFITI-RESISTANT COATINGS TO BE APPLIED ONLY TO MASONRY
BRICK AND CONCRETE, NOT PLASTER - SEE SPECIFICATIONS
(E) CMU TO REMAIN, PAINT P4 PER
FINISH SCHEDULE
(E) SIDING TO REMAIN, PAINT P4 PER
FINISH SCHEDULE
(N) CMU TO REMAIN, PAINT P4 PER
FINISH SCHEDULE
12'-0"
T.O. FRAMING/CMU
4'-0"
F.F. F.F
8 A6.1 8
A6.1
12'-0"
T.O. FRAMING/CMU
9 A6.1 9
A6.1
10 A6.1
10 A6.1
13 A6.1
13 A6.1
02 221 10 101 02 220 05 516 02 221
ABCDEJK
4'-0"
F.F.
00 215
12'-0"
T.O. FRAMING/CMU
4'-0"
F.F.
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PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:30:56 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A5.1
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
EXTERIOR ELEVATIONS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
NORTH ELEVATION 1/8" = 1'-0"
6 KEYNOTES
NUMBER NOTE
00 215 REMOVE (E) DOOR AND REPLACE WITH MANUAL ROLL UP DOOR (SEE DOOR
SCHEDULE)
02 202 (E) ROOF
02 206 (E) CMU TO REMAIN
02 217 (E) GUTTER TO REMAIN, REPLACE AND/OR REPAIR WHERE REQUIRED. 02 218 (E) FRAMING TO REMAIN
02 219 (E) WOOD SIDING TO REMAIN
02 220 (E) HI-LO EXTERIOR DRINKING FOUNTAIN TO REMAIN
02 221 (E) SHOWER TO REMAIN
02 222 (E) CMU WALL AND MURAL TO REMAIN AND BE PROTECTED THROUGHTOUT
CONSTRUCTION
05 516 DRINKING FOUNTAIN PIPE RAIL
07 704 GUTTER
10 101 SIGNAGE (SEE CODE ANALYSIS PLAN)
GENERAL NOTES
LEGEND
EAST ELEVATION 1/8" = 1'-0"
8 SOUTH ELEVATION 1/8" = 1'-0" 10
WEST ELEVATION 1/8" = 1'-0" 23
NO. REMARKS DATE
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
1. GRAFFITI-RESISTANT COATINGS TO BE APPLIED ONLY TO MASONRY
BRICK AND CONCRETE, NOT PLASTER - SEE SPECIFICATIONS
(E) CMU TO REMAIN, PAINT P4 PER
FINISH SCHEDULE
(E) SIDING TO REMAIN, PAINT P4 PER
FINISH SCHEDULE
(N) CMU TO REMAIN, PAINT P4 PER
FINISH SCHEDULE
12'-0"
T.O. FRAMING/CMU
2'-8"
07 704
(E) CMU MURAL WALL
37'-8"
(E) CMU MURAL WALL
8'-8"
07 410
07 705 07 705
O N M
12'-0"
T.O. FRAMING/CMU
M N O
4'-0"
F.F
12'-8"
STORAGE T.O. CMU -
SIDEWALK
(E) CMU WALL
31'-5"
07 410
2'-9" 3"
07 704
07 705
07 705
02 119
16'-0"
STORAGE T.O. CMU -
DECK
6 5
(E) CMU WALL TO REMAIN
4'-0"
F.F
16'-0"
STORAGE T.O. CMU -
DECK
Q P
4'-0"
F.F
16'-0"
STORAGE T.O. CMU -
DECK
P Q
4'-0"
F.F
16'-0"
STORAGE T.O. CMU -
DECK
5 6
12'-0"
T.O. FRAMING/CMU
3 4
12'-0"
T.O. FRAMING/CMU
4 3
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PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:31:00 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A5.2
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
EXTERIOR ELEVATIONS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
KEYNOTES
NUMBER NOTE
02 119 (E) GAS METER. GAS LINE TO BE CAPPED DURING DEMOLITION (SEE CIVIL DWGS)
07 410 METAL WALL PANEL
07 704 GUTTER
07 705 DOWNSPOUT, PAINT TO MATCH COLOR(S) OF WALL BEHIND
GENERAL NOTES
LEGEND
MECHANICAL - NORTHEAST ELEVATION 1/8" = 1'-0" 16
MECHANICAL - SOUTHWEST ELEVATION 1/8" = 1'-0" 17 STORAGE - EAST ELEVATION 1/8" = 1'-0" 7 STORAGE - SOUTH ELEVATION 1/8" = 1'-0" 12 STORAGE - NORTH ELEVATION 1/8" = 1'-0" 8 STORAGE - WEST ELEVATION 1/8" = 1'-0" 6
1/8" = 1'-0" 23 MECHANICAL - NORTHWEST
ELEVATION
1/8" = 1'-0" 18
MECHANICAL - SOUTHEAST
ELEVATION
NO. REMARKS DATE
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
8 A6.1
8 A6.1
12'-0"
T.O. FRAMING/CMU
9 A6.1
9 A6.1
10 A6.1
10 A6.1
13 A6.1
13 A6.1
02 202
02 202
02 206
02 218 02 217
02 301
02 202 02 217 02 218 02 217
A B C D E J K L
4'-0"
F.F.
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102
JAN.
114
STORAGE
104
FIRST AID
113
OFFICE
105
ENTRY
VESTIBULE
107
FAMILY
CHANGING
108
JAN.
109
MEN'S
SHOWER/
CHANGING/
RESTROOM
111
7 A6.1
7 A6.1
12'-0"
T.O. FRAMING/CMU
2 1
4'-0"
F.F.
ENTRY
VESTIBULE
107
1. FOR FINISH INFORMATION, REFER TO INTERIOR ELEVATIONS AND FINISH SCHEDULE.
2. SEE REFLECTED CEILING PLANS FOR CEILING INFORMATION.
3. SEE FLOOR PLAN FOR WALL TYPES.
7 A6.1
7 A6.1
12'-0"
T.O. FRAMING/CMU
2 1
4'-0"
F.F.
FAMILY
CHANGING
108
7 A6.1
7 A6.1
12'-0"
T.O. FRAMING/CMU
1 2
4'-0"
F.F.
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102
7 A6.1
7 A6.1
12'-0"
T.O. FRAMING/CMU
02 219
2 1
4'-0"
F.F.
MEN'S
SHOWER/
CHANGING/
RESTROOM
111
12'-0"
T.O. FRAMING/CMU
MECHANICAL
M100
3 4
12'-0"
T.O. FRAMING/CMU
MECHANICAL
M100
CHEMICAL
M101
4'-0"
F.F
12'-8"
STORAGE T.O. CMU -
SIDEWALK
16'-0"
STORAGE T.O. CMU -
DECK
P Q
4'-0"
F.F
12'-8"
STORAGE T.O. CMU -
SIDEWALK
16'-0"
STORAGE T.O. CMU -
DECK
5 6
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No. C 30345
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PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:31:05 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A6.1
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
BUILDING SECTIONS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
KEYNOTES
LEGEND
GENERAL NOTES
1/8" = 1'-0"
REF: 15 / A2.1
BUILDING SECTION 7
1/8" = 1'-0"
REF: 15 / A2.1
BUILDING SECTION - ENTRY VESTIBULE 8
NUMBER NOTE
02 202 (E) ROOF
02 206 (E) CMU TO REMAIN
02 217 (E) GUTTER TO REMAIN, REPLACE AND/OR REPAIR WHERE REQUIRED. 02 218 (E) FRAMING TO REMAIN
02 219 (E) WOOD SIDING TO REMAIN
02 301 (E) CONCRETE SLAB
1/8" = 1'-0"
REF: 15 / A2.1
BUILDING SECTION - FAMILY CHANGING 9
1/8" = 1'-0"
REF: 15 / A2.1
BUILDING SECTION - WOMEN'S 10
1/8" = 1'-0"
REF: 15 / A2.1
BUILDING SECTION - MEN'S 13
1/8" = 1'-0"
REF: 8 / A3.1
1/8" = 1'-0" MECHANICAL - NORTH/SOUTH 14
REF: 8 / A3.1
MECHANICAL - EAST/WEST 19
1/8" = 1'-0"
REF: 18 / A3.1
1/8" = 1'-0" STORAGE - NORTH/SOUTH 15
REF: 18 / A3.1
STORAGE - EAST/WEST 20
NO. REMARKS DATE
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
5 / A10.10.3
3 / A10.10.3
21 / A10.10.2
16 / A10.10.2
GENERAL
1. DIMENSIONS
A. ALL MINIMUM CLEARANCE DIMENSIONS FOR PLUMBING FIXTURES ARE FROM FACE OF WALL FINISH TO CENTER OF FIXTURE, U.O.N.
B. ALL DIMENSIONS MARKED "MIN. CLR" OR "CLR." ARE TO/ FROM FACE OF WALL FINISH (F.O.F.)
2. SEE FINISH PLAN FOR INTERIOR FINISHES.
3. PROVIDE GLASSMAT BACKER BOARD AT ALL TILED WALLS AND WALLS WITHIN 48" OF ANY PLUMBING FIXTURE
4. ALL DRINKING FOUNTAIN ALCOVES TO BE FINISHED WITH WATER RESISTANT WALL MATERIAL. SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS.
5. ALL FLOOR SLOPES IN RESTROOMS ARE NOT TO EXCEED 1:48 IN ANY DIRECTION.
6. FOR FLOOR DRAIN, SEE DETAIL
ACCESSORIES
1. ALL RESTROOM FIXTURES AND ACCESSORIES MOUNTING HEIGHTS AND
LOCATIONS TO USE ADULT DIMENSIONS
2. FOR TYPICAL RESTROOM ACCESSORY MOUNTING HEIGHTS, ACCESSIBLE DIMENSIONS, SEE SHEET A10.10.2
3. TOILET ACCESSORIES LOCATED ON OR WITHIN WALLS SHALL BE INSTALLED
AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE (CBC SECTION 1210.2.2)
4. PLUMBING FIXTURES TO HAVE SOLID BLOCKING AS REQUIRED BY CODE, SEE DETAIL
5. FOR MOP SINK WITH BROOM RACK, SEE DETAIL
STALLS AND PARTITIONS
1. ALL ACCESSIBLE TOILET PARTITION DOORS TO BE 36" WIDE MINIMUM AND ALL NON-ACCESSIBLE TOILET PARTITION DOORS SHALL NOT BE LESS THAN 2'-2".
2. PARTITION STILE WIDTHS SHALL NOT EXCEED 4".
3. FOR PARTITION DETAILS, SEE DETAIL
4. INSTALL (1) COAT HOOK CENTERED ON THE BACK OF EVERY STALL DOOR, 40" A.F.F. AT ACCESSIBLE STALLS AND 72" A.F.F. AT NON-ACCESSIBLE STALLS.
5. FLUSH VALVE TO BE LOCATED AT WIDE SIDE OF STALL/ SPACE. 30" x 48" ACCESSIBLE CLEAR SPACE
60" DIAMETER ACCESSIBLE CLEAR SPACE
102
36" x 24" x 24"
LOCKABLE
CASEWORK TAG
102 = ARCHITECTURAL WOODWORK STANDARD
(AWS) NUMBER
36" x 24" x 24" = WIDTH x HEIGHT x DEPTH
LOCKABLE = MODIFYING NOTE
NOTE: FOR BASE CABINETS, HEIGHT DOES NOT INCLUDE
COUNTERTOP THICKNESS - REFER TO PLANS FOR
COUNTERTOP TYPE
FOR TYPICAL CASEWORK ANCHORAGE, SEE DETAIL 2 / A10.12
10 504
TYP. OF 6
10 901
10 205
TYP. OF 10
10 201
10 203
10 215
10 212
10 211
10 210
10 212
10 211
10 212
10 215
22 404
10 221
5'-1" 3'-8"
4'-0" 5'-1"
3'-0" 3'-0" 3'-0" 3'-0"
5'-1"
5'-11"
22 301
CLR
2'-11"
CLR
2'-11"
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102
48" MIN.
59" MIN.
60" MIN.
1'-6"
10 901
10 260 10 203 10 244 22 440
1'-4"
2'-11"
3'-5"
10 211
A10.10.3
11 10 222
10 261
10 225
02 319
10 211
10 403
10 220
10 221
10 211
10 212
10 215
10 203
10 901
5'-4" 5'-9"
3'-9"
FAMILY
CHANGING
108
10 241
19" MAX
18" MIN
48" MIN.
ø 5'-0"
ø 5'-0"
1'-7"
02 318
10 203
10 244
22 410 5'-1"
10 225
10 260
10 504
TYP. OF 6
TYP. OF 4
10 202
10 205
10 201
10 211
22 301 10 212
10 203
10 211
10 212
10 221
5'-11" 5'-11" 14'-0" 6'-2"
3'-2" 3'-2"
5'-10"
CLR
2'-11"
CLR
2'-11"
1'-9"
6'-1"
TYP.
3'-8"
5'-1"
MEN'S
SHOWER/
CHANGING/
RESTROOM
111
ø 5'-0"
59" MIN.
36" MIN.
SPACE
60" MIN. MANEUVERING
10 244
10 203
22 420
22 421
22 410
22 410
22 440
17" - 18"
7'-6"
CL
2 R
'-11"
1'-6"
3'-2"
3'-7"
1'-9"
A10.10.3
11 10 222
10 260
10 225
424
36" x 82" x 24"
424
30" x 82" x 24"
254
15" x 32 1/2" x 24"
222
28" x 32 1/2" x 24"
222
28" x 32 1/2" x 24"
254
12" x 32 1/2" x 24"
211
18" x 32 1/2" x 24"
254
17" x 32 1/2" x 24"
424
30" x 82" x 24"
424
30" x 82" x 24"
302
36" x 30" x 14"
302
36" x 30" x 14"
302
20" x 30" x 14"
211
20" x 32 1/2" x 24"
154 B
36" x 32 1/2" x 24"
11 203
08 511
211
20" x 32 1/2" x 24"
FIRST AID
113
OFFICE
105
LIFEGUARD/
BREAKROOM
106
TYP.
5'-3"
10 403
(E) EXTERIOR WALL TO REMAIN
INTERIOR 8" STUD FURRING WALL, SEE DETAIL
DOOR NUMBER, SEE DOOR SCHEDULE
WINDOW, STOREFRONT, OR CURTAINWALL
SEE WINDOW SCHEDULE
A101A
A
(E) TO BE DEMOLISHED, REMOVED, AND/OR RELOCATED
(E) INTERIOR WALL TO REMAIN
INTERIOR 6" STUD WALL, SEE DETAIL 2 / A10.1
INTERIOR 6" STUD SHEAR WALL, SEE DETAIL 3 / A10.1
INTERIOR 8" STUD WALL, SEE DETAIL
5 / A10.1
4 / A10.1
INTERIOR 6" STUD FURRING WALL, SEE DETAIL 1 / A10.1
REMOVE CONCRETE SLAB
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H
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PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:31:09 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A7.1
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
ENLARGED FLOOR PLANS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
KEYNOTES
NUMBER NOTE
02 318 (E) METER (SEE ELECTRICAL DWGS)
02 319 (E) COUNTERTOP TO REMAIN
08 511 TICKET WINDOW
10 201 TOILET PARTITION
10 202 URINAL SCREEN
10 203 GRAB BAR
10 205 CHANGING ROOM PARTITION
10 210 SANITARY NAPKIN DISPENSER, SURFACE MOUNTED
10 211 TOILET SEAT COVER DISPENSER, SURFACE MOUNTED
10 212 TOILET PAPER DISPENSER, SURFACE MOUNTED
10 215 SANITARY NAPKIN DISPOSAL, SURFACE MOUNTED
10 220 MIRROR
10 221 SOAP DISPENSER
10 222 ELECTRIC HAND DRYER, SURFACE MOUNTED
10 225 PAPER TOWEL DISPENSER, SURFACE MOUNTED
10 241 SHOWER BENCH
10 244 FOLDING SHOWER SEAT
10 260 DIAPER CHANGING STATION
10 261 36" x 60" MIRROR
10 403 FIRE EXTINGUISHER (2A-10B:C) IN SEMI-RECESSED CABINET 10 504 LOCKER BENCHES
10 901 COAT HOOK
11 203 REFRIGERATOR/FREEZER (N.I.C.)
22 301 WATER HEATER (SEE PLUMBING DWGS.)
22 404 MOP SINK
22 410 WALL MOUNTED WATER CLOSET
22 420 URINAL
22 421 URINAL, ACCESSIBLE
22 440 SHOWER STALL
GENERAL NOTES
LEGEND
3/8" = 1'-0"
REF: 5 / A2.2
WOMEN'S SHOWER/CHANGING/RESTROOM 8
3/8" = 1'-0"
REF: 5 / A2.2
FAMILY CHANGING 18
3/8" = 1'-0"
REF: 5 / A2.2
MEN'S SHOWER/CHANGING/RESTROOM 10
3/8" = 1'-0"
REF: 5 / A2.2
BREAK/OFFICE/LIFEGUARD/FIRST AID ROOMS 20
NO. REMARKS DATE
N
N
N
N
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
OPEN
OPEN
OPEN
3 / A10.10.2
GENERAL
1. SEE ROOM FINISH SCHEDULE FOR FINISH INFORMATION AND LEGEND.
2. SEE REFLECTED CEILING PLANS FOR CEILING HEIGHTS AND FINISHES.
3. SEE FLOOR PLAN FOR WALL TYPES AND DOOR NUMBERS
4. FOR SIGNAGE TYPES, SEE CODE ANALYSIS FLOOR PLAN.
FINISHES
1. ALL GYPSUM BOARD CEILINGS AND SOFFITS TO BE P-1, UNLESS NOTED OTHERWISE.
2. ALL EXPOSED STRUCTURAL ROOF FRAMING TO BE PAINTED.
3. ALL ACCENT WALL PAINT TO BE TERMINATED AT EITHER INSIDE CORNER AND/ OR REVEALS.
EQUIPMENT
1. PROVIDE BACKING PLATES OR BLOCKING IN WALLS FOR ALL WALL
MOUNTED EQUIPMENT SUCH AS SHELVING, MARKER BOARDS, AND
DOOR STOPS. SEE DETAIL
2. ALL MILLWORK TO BE INSTALLED PRIOR TO CARPET (WHERE OCCURS), BUT AFTER PAINT WORK. MILLWORK SHALL BE MOUNTED TO SUBFLOOR. FOR TYPICAL CASEWORK ANCHORAGE, SEE DETAIL
3. PROVIDE FILLER PANEL BETWEEN WALL AND CABINETS, TYP. FILLER PANELS TO BE MINIMAL.
4. ALIGN ALL CASEWORK, MARKER BOARDS AND TACKABLE SURFACE WITH TOP OF DOORS, U.O.N.
5. FOR TYPICAL RESTROOM ACCESSORY MOUNTING HEIGHTS, ACCESSIBLE
DIMENSIONS, SEE DETAIL
2 / A10.12
TACKBOARD (TB) PER FINISH SCHEDULE
FRP2 PER FINISH SCHEDULE
P2 PER FINISH SCHEDULE
(E) CMU WALL PER FLOOR PLAN
102
36" x 24" x 24"
LOCKABLE
CASEWORK TAG
102 = ARCHITECTURAL WOODWORK STANDARD
(AWS) NUMBER
36" x 24" x 24" = WIDTH x HEIGHT x DEPTH
LOCKABLE = MODIFYING NOTE
NOTE: FOR BASE CABINETS, HEIGHT DOES NOT INCLUDE
COUNTERTOP THICKNESS - REFER TO PLANS FOR
COUNTERTOP TYPE
FOR TYPICAL CASEWORK ANCHORAGE, SEE
DETAIL 2 / A10.12
6A 08 511
00 215 3'-2" 5'-11" 3'-2" 3'-1" 2'-10"
424
30" x 82" x 24"
424
30" x 82" x 24"
11A
5'-0" 3"
9 A10.12
FILLER PANEL,
COORDINATE WITH
SIZE OF EQUIPMENT
254
15" x 32 1/2" x 24"
222
28" x 32 1/2" x 24"
222
28" x 32 1/2" x 24"
424
30" x 82" x 24"
424
36" x 82" x 24"
11C
5" 5'-6"
6"2'-4"
302
36" x 30" x 14"
254
12" x 32 1/2" x 24"
211
18" x 32 1/2" x 24"
254
17" x 32 1/2" x 24"
11B
08 511
2'-4"
2'-10" 1'-6" 2'-6"
302
20" x 30" x 14"
302
36" x 30" x 14"
211
20" x 32 1/2" x 24"
154 B
36" x 32 1/2" x 24"
211
20" x 32 1/2" x 24"
7A
10 225
10 221
302
24" x 30" x 14"
302
24" x 30" x 14"
3'-3" 8'-9"
2'-6" 1'-8"
2'-4"
2'-10"
FILLER PANEL,
COORDINATE WITH
SIZE OF EQUIPMENT
4 A10.12
7B
08 511
10 2252'-4"
A10.12
4 10 103
7C
08 501
2'-4"
2'-10"
1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4"
120
48" x 32 1/2" x 24"
120
48" x 32 1/2" x 22 3/4"
22A
10 403 2'-6"
8B
10 220
10 221
10 260
10 101
22 431
8C
10 221
10 220
02 318
8D
10 101
10 203 22 410 8A
10 215
10 203
10 212 10 211 10 901
22 431
27A
10 212
10 211
10 203
9A
10 221
00 323
10 261
9C
10 241
10 901
10 901
00 323
9C 10 241 10 901 22 420
10 901
00 323
10 101
29A 10 225 10 222
10 241
10 901
10A
10 901
10 241
10B
10 901
15A 10 241
10 211
22 410
10 212
15B
10 211
10 212
22 410
8E 10 901
9B
10 225
10 222 10 260
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PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:31:14 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A8.1
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
INTERIOR ELEVATIONS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
KEYNOTES
NUMBER NOTE
00 215 REMOVE (E) DOOR AND REPLACE WITH MANUAL ROLL UP DOOR (SEE DOOR
SCHEDULE)
00 323 REMOVE (E) TOILET PARTITION/ URINAL SCREEN
02 318 (E) METER (SEE ELECTRICAL DWGS)
08 501 ALUMINUM FRAMED WINDOW (SEE WINDOW SCHEDULE)
08 511 TICKET WINDOW
10 101 SIGNAGE (SEE CODE ANALYSIS PLAN)
10 103 TACKBOARD
10 203 GRAB BAR
10 211 TOILET SEAT COVER DISPENSER, SURFACE MOUNTED
10 212 TOILET PAPER DISPENSER, SURFACE MOUNTED
10 215 SANITARY NAPKIN DISPOSAL, SURFACE MOUNTED
10 220 MIRROR
10 221 SOAP DISPENSER
10 222 ELECTRIC HAND DRYER, SURFACE MOUNTED
10 225 PAPER TOWEL DISPENSER, SURFACE MOUNTED
10 241 SHOWER BENCH
10 260 DIAPER CHANGING STATION
10 261 36" x 60" MIRROR
10 403 FIRE EXTINGUISHER (2A-10B:C) IN SEMI-RECESSED CABINET 10 901 COAT HOOK
22 410 WALL MOUNTED WATER CLOSET
22 420 URINAL
22 431 LAVATORY PER PLUMBING DWGS
GENERAL NOTES
LEGEND
OFFICE/LIFEGUARD 1/4" = 1'-0" 11 ENTRY - NORTH 1/4" = 1'-0" 6 FIRST AID 1/4" = 1'-0" 22 BREAK ROOM 1/4" = 1'-0" 7
FAMILY CHANGING 1/4" = 1'-0" 8
MEN'S - ADA W.C. STALL 1/4" = 1'-0" 27
MEN'S - ADA CHANGING STALL 1/4" = 1'-0" 29 MEN'S - R.R/SHOWER/CHANGING 1/4" = 1'-0" 9 MEN'S - STANDARD W.C. STALL 1/4" = 1'-0" 15 STANDARD CHANGING STALL, TYP. 1/4" = 1'-0" 10
NO. REMARKS DATE
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
3 / A10.10.2
GENERAL
1. SEE ROOM FINISH SCHEDULE FOR FINISH INFORMATION AND LEGEND.
2. SEE REFLECTED CEILING PLANS FOR CEILING HEIGHTS AND FINISHES.
3. SEE FLOOR PLAN FOR WALL TYPES AND DOOR NUMBERS
4. FOR SIGNAGE TYPES, SEE CODE ANALYSIS FLOOR PLAN.
FINISHES
1. ALL GYPSUM BOARD CEILINGS AND SOFFITS TO BE P-1, UNLESS NOTED OTHERWISE.
2. ALL EXPOSED STRUCTURAL ROOF FRAMING TO BE PAINTED.
3. ALL ACCENT WALL PAINT TO BE TERMINATED AT EITHER INSIDE CORNER AND/ OR REVEALS.
EQUIPMENT
1. PROVIDE BACKING PLATES OR BLOCKING IN WALLS FOR ALL WALL
MOUNTED EQUIPMENT SUCH AS SHELVING, MARKER BOARDS, AND
DOOR STOPS. SEE DETAIL
2. ALL MILLWORK TO BE INSTALLED PRIOR TO CARPET (WHERE OCCURS), BUT AFTER PAINT WORK. MILLWORK SHALL BE MOUNTED TO SUBFLOOR. FOR TYPICAL CASEWORK ANCHORAGE, SEE DETAIL
3. PROVIDE FILLER PANEL BETWEEN WALL AND CABINETS, TYP. FILLER PANELS TO BE MINIMAL.
4. ALIGN ALL CASEWORK, MARKER BOARDS AND TACKABLE SURFACE WITH TOP OF DOORS, U.O.N.
5. FOR TYPICAL RESTROOM ACCESSORY MOUNTING HEIGHTS, ACCESSIBLE
DIMENSIONS, SEE DETAIL
2 / A10.12
TACKBOARD (TB) PER FINISH SCHEDULE FRP2 PER FINISH SCHEDULE P2 PER FINISH SCHEDULE
(E) CMU WALL PER FLOOR PLAN
102
36" x 24" x 24"
LOCKABLE
CASEWORK TAG
102 = ARCHITECTURAL WOODWORK STANDARD
(AWS) NUMBER
36" x 24" x 24" = WIDTH x HEIGHT x DEPTH
LOCKABLE = MODIFYING NOTE
NOTE: FOR BASE CABINETS, HEIGHT DOES NOT INCLUDE
COUNTERTOP THICKNESS - REFER TO PLANS FOR
COUNTERTOP TYPE
FOR TYPICAL CASEWORK ANCHORAGE, SEE
DETAIL 2 / A10.12
6A
10 101
3 A10.10.2 3
A10.10.2
3 A10.10.2
10 261
6B
10 211
00 323
10 215
10 212
10 203
00 323
3 A10.10.2
3 A10.10.2
6C
10 215
10 211
10 212
10 221
18 A10.10.2
10 201 20A 10 901
10 260 3'-8"
20B 10 901 10 241 6
A10.10.2
18 A10.10.3
10 203
10 212 10 211
10 215
22 410
10 241 10 901
8A 8B 8C 8D
9A 9B 9C 9D
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PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:31:18 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A8.2
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
INTERIOR ELEVATIONS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
KEYNOTES
NUMBER NOTE
00 323 REMOVE (E) TOILET PARTITION/ URINAL SCREEN 10 101 SIGNAGE (SEE CODE ANALYSIS PLAN) 10 201 TOILET PARTITION
10 203 GRAB BAR
10 211 TOILET SEAT COVER DISPENSER, SURFACE MOUNTED
10 212 TOILET PAPER DISPENSER, SURFACE MOUNTED
10 215 SANITARY NAPKIN DISPOSAL, SURFACE MOUNTED
10 221 SOAP DISPENSER
10 241 SHOWER BENCH
10 260 DIAPER CHANGING STATION
10 261 36" x 60" MIRROR
10 901 COAT HOOK
22 410 WALL MOUNTED WATER CLOSET
GENERAL NOTES
LEGEND
WOMEN'S - SHOWERS 1/4" = 1'-0" 20 WOMEN'S - R.R./SHOWER/CHANGING 1/4" = 1'-0" 6 WOMEN'S - ADA CHANGING STALL 1/4" = 1'-0" 12 WOMEN'S - ADA W.C. STALL 1/4" = 1'-0" 7 MECHANICAL 1/4" = 1'-0"
8 CHEMICAL 1/4" = 1'-0"
9 NO. REMARKS DATE
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
SEE SCHED.
SEE SCHEDULE
TYPE B
FLUSH
LOUVER AS SCHEDULED
NOTE:
1. DOOR TYPES WITH TWO LETTER DESIGNATIONS INDICATES A PAIR OF THE SINGLE DOOR TYPE DESIGNATION. *10" 6" * 6"
TYPE C
OVERHEAD ROLL-UP
SEE SCHED.
SEE SCHEDULE
TYPE D
HALF LITE
B.O. GLASS HEIGHT PER
CBC AAB-404.2.11
3'-0" 8"
B.O. GLASS
43" MAX.
10"
KICKPLATE
6" 6"
2"
SCHED.
SEE 2"
SEE SCHEDULE 2"
TYPE A
1 / A10.8
MATERIALS AND FINISHES
1. MATERIALS, FINISHES AND INSTALLATION OF PRODUCTS REFERENCED IN THE
DOOR SCHEDULE SHALL BE IN ACCORDANCE WITH REQUIREMENTS SPECIFIED IN THE RESPECTIVE PRODUCT SECTIONS IN THE PROJECT MANUAL.
2. REFER TO WALL PARTITION TYPES AS INDICATED ON DRAWINGS TO DETERMINE FRAME DEPTH.
3. VERIFY ALL MASONRY OR STUD OPENINGS PRIOR TO FABRICATION OF FRAME,
EXACT SIZES AND CONFIGURATIONS OF ALL DOOR AND WINDOW SECTIONS SHALL BE VERIFIED ON THE SITE PRIOR TO FABRICATION.
4. TYPICAL DOOR BEVEL TO BE 1/8" IN 2" U.O.N. BY HARDWARE TEMPLATE REQUIREMENTS.
5. THE BOTTOM 10" OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING SHALL
HAVE SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST.
6. ADJUST DOOR FRAME OPENING SIZES AS NECESSARY TO REFLECT
VARIATIONS IN THE STRUCTURAL SLAB AND VARYING THICKNESS OF THE FLOOR FINISHES.
7. ALL ALUMINUM FRAMES, ALUMINUM STOREFRONT, ALUMINUM DOORS TO BE PAINTED WITH FLUOROPOLYMER PAINT FINISH, COLOR AS SCHEDULED.
8. WEATHERSTRIP ALL EXTERIOR DOORS.
9. FRAMES FOR EXTERIOR DOORS AND WINDOWS SHALL BE SET IN SEALANT.
GLAZING
1. GLASS TYPES REFERENCED IN DOOR SCHEDULE ARE SPECIFIED IN SECTION 'GLAZING'. ALL GLAZING TO BE TEMPERED. SAFETY GLAZING TO COMPLY WITH CBC SECTION 2406.
FIRE RATED DOORS
1. AT RATED DOORS, PROVIDE ASSEMBLY PER CBC 716.5 WITH GLAZING PER 2019 CBC 716.5.8 COMPLYING WITH NFPA 80 AND WITH MAX. TESTING SIZE PER NFPA 252.
2. ALL FIRE DOORS SHALL HAVE SMOKE AND DRAFT CONTROL PER 2019 CBC 716.5.3.1.
3. ALL FIRE DOORS SHALL BE EQUIPPED WITH AUTOMATIC LATCHES.
4. ALL FIRE DOORS SHALL BE EQUIPPED WITH AUTOMATIC OR SELF CLOSING FIRE ASSEMBLIES PER 2019 CBC 716.5.9.
5. IF THE OPENING CONTAINS A DOOR AND NO SIDELIGHT, THE RATING OF THE FRAME SHALL MATCH THE RATING OF THE DOOR. IF THE OPENING CONTAINS A
DOOR AND A SIDELIGHT, OR IF THE OPENING CONTAINS A WINDOW, THE RATING OF THE FRAME SHALL MATCH THE RATING OF THE GLAZING.
6. FIRE-RATED DOOR FRAMES SHALL BE INSTALLED STRICTLY IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. MANUFACTURER'S PRINTED INSTRUCTIONS SHALL BE MADE AVAILABLE TO THE INSPECTION AUTHORITY. 2019 CBC 716.5.7 AND 716.5.7.1
7. WHERE RATED OPENINGS OCCUR, PROVIDE ASSEMBLIES THAT HAVE BEEN TESTED BY A NATIONALLY RECOGNIZED TESTING AGENCY. INCLUDES ASSEMBLY COMPONENTS SUCH AS GLAZING, DOORS AND HARDWARE.
8. IDENTIFICATION OF FIRE DOORS, FIRE WINDOWS AND FIRE DAMPERS SHALL HAVE AN APPROVAL LABEL OR LISTING MARK INDICATING THE FIREPROTECTION RATING, WHICH IS PERMANENTLY AFFIXED AT THE FACTORY WHERE FABRICATION AND ASSEMBLY ARE DONE. PERIODIC INSPECTIONS
SHALL BE MADE BY AN APPROVED INSPECTION AGENCY DURING FABRICATION AND ASSEMBLY 2019 CBC 716
9. PROVIDE MARKINGS AT ALL RATED GLAZING AND FRAMES PER 2019 CBC 716.3
10. RATED DOORS SHALL HAVE AN UNDERCUT NOT EXCEEDING MAX. ALLOWABLE PER NFPA 80, SECTION 4.8.4.1 (3/4" MAX.)
EXITING AND PATH OF TRAVEL
1. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.
2. MAXIMUM FORCE TO PUSH OR PULL OPEN A DOOR (11B-404.2.9) SHALL NOT EXCEED 5 LBS FOR BOTH INTERIOR AND EXTERIOR DOORS. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS (66.7 N).
3. ALL REQUIRED EXIT DOORS SHALL BE SIZED NOT LESS THAN 3'-0" WIDE AND 6'-8" HIGH AND BE CAPABLE OF OPENING 90 DEG. AND MOUNTED SO THAT THE CLEAR WIDTH OF THE EXIT WAY IS 32" MIN., U.O.N.
4. ALL REQUIRED EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL.
5. THE FLOOR OR LANDING LENGTH ON EACH SIDE OF AN EXIT DOOR SHALL BE LEVEL (<2% MAX. SLOPE) AND CLEAR AT LEAST 60 INCHES IN THE DIRECTION OF THE DOOR SWING (PULL SIDE) AND 48 INCHES ON THE PUSH SIDE, WHEN MEASURED AT RIGHT ANGLES FROM DOOR IN CLOSED POSITION. THE CLEAR WIDTH SHALL EXTEND 24 INCHES BEYOND THE STRIKE ON THE PULL SIDE OF ALL EXTERIOR EXIT DOORS AND 18 INCHES FOR INTERIOR EXIT DOORS. THE CLEAR WIDTH SHALL EXTEND 12 INCHES BEYOND THE STRIKE EDGE OF THE PUSH SIDE OF ALL EXIT DOORS. DOORS SHALL BE EQUIPPED WITH BOTH A LATCH AND CLOSER. SEE DETAIL
6. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHICH ARE
IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY
LEVEL-TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATED BARS OR OTHER
HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.
HARDWARE
1. HAND ACTIVATED HARDWARE SHALL BE BETWEEN 34" AND 44" A.F.F.
COORDINATE MOUNTING HEIGHT. DO NOT TO OBSTRUCT DOOR VISION LIGHT WHERE OCCURS.
2. PANIC HARDWARE SHALL BE PROVIDED ON EXIT DOORS SERVING AN OCCUPANT LOAD OF 50 OR MORE. PROVIDE WALL OR FLOOR MOUNTED DOOR STOPS FOR ALL DOORS. LOCATE FLOOR MOUNTED DOOR STOP WITHIN 4" MAX.
OF WALL. PROVIDE BACKING AT ALL WALL MOUNTED DOOR STOPS.
3. PROVIDE NON-REMOVABLE PINS ON ALL HINGES ACCESSIBLE FROM THE EXTERIOR.
4. PROVIDE CYLINDER GUARDS ON ALL MORTISED OR RIM TYPE CYLINDER LOCKS WHICH PROJECT BEYOND THE FACE OF THE DOOR.
5. DOOR CLOSERS SHALL CONFORM WITH 2019 CBC 11B-404.2.8.1
6. DOORS TO INCLUDE FACTORY INSTALLED MAGNETIC CONTACTS, 3/8"
RECESSED PRESS FIT, COLOR TO MATCH WINDOW FRAME, AT ALL CLASSROOM
DOORS, SEE MECHANICAL
7. ELECTRIFIED HARDWARE: COORDINATE ALL ELECTRICAL REQUIREMENTS WITH DIVISIONS 26 AND 27
8. NEW BUILDINGS SERVING K-12, CONSTRUCTED WITH STATE FUNDS, ON NEW
OR EXISTING CAMPUSES WITH INDIVIDUAL ROOMS WITH AN OCCUPANT LOAD OF 5 OR MORE AND BUILDING ENTRANCES SHALL BE EQUIPPED WITH INTERIOR LOCKING DOOR HARDWARE PER AB-211 (EXCEPT PUPIL RESTROOMS). THIS
REQUIREMENT APPLIES REGARDLESS OF OCCUPANCY CLASSIFICATION (ADMIN., PRESS BOXES, ETC.), AND IS APPLICABLE TO "LEASE-BACK" PROJECTS. PROVIDE A COPY OF THE MANUFACTURER'S CUT SHEETS AND HARDWARE LISTING FOR REVIEW. (REF: 17075.50 (a) (b), CAL. ED. CODE).
9. KICKPLATES PER HARDWARE GROUPS, SEE DETAIL 6 / A10.8
GENERAL
1. REFERENCE OF WINDOWS ARE MADE ON THE FLOOR PLANS, TYP.
2. ALL WINDOWS SHALL BE RATED STC 35 MINIMUM.
3. SAFETY GLAZING SHALL COMPLY WITH CBC SECTION 2406.
4. AT OPERABLE WINDOWS, PROVIDE LIMITER DEVICE TO STOP WINDOW FROM PROTRUDING MORE THAN 4" INTO SPACE BELOW 80 INCHES A.F.F. WHEN OPENED.
5. FOR TYPICAL MULLION DETAILS AND
6. ALL WINDOWS SHALL COMPLY WITH CALIFORNIA ENERGY CODE SECTION 110.6 - MANDATORY REQUIREMENTS FOR FENESTRATION PRODUCTS AND EXTERIOR DOORS.
SIZING
1. ALL WINDOWS ARE BASED ON NOMINAL 2" WINDOW PROFILE.
2. ALL OVERALL DIMENSIONS CORRESPOND TO WINDOW ROUGH OPENINGS UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO COORDINATE ROUGH OPENING SIZE WITH REQUIRED SHIM SPACERS AND FINISH FRAME DIMENSION.
4. ALL ROUGH OPENING DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO WINDOW FABRICATION.
GLAZING
1. ALL GLAZING TO BE TEMPERED UNLESS OTHERWISE NOTED.
A. ANY WINDOW SECTION WHOSE NEAREST VERTICAL EDGE IS WITHIN 24"
FROM A DOOR IN CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE SHALL BE TEMPERED.
B. ANY WINDOW SECTION WHERE THE LOWEST EDGE OF THE GLAZING MATERIAL IS LESS THAN 18" ABOVE THE FLOOR AND WHOSE TOP EDGE IS GREATER THAN 36" ABOVE THE FLOOR AND WHERE THE SECTION IS GREATER THAN 9 SF AND IS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE SHALL BE TEMPERED.
26 / A10.8 21 / A10.8
SEE SCHEDULE
SEE SCHEDULE
NOTE:
1. GATE TYPES WITH TWO LETTER DESIGNATIONS INDICATES A PAIR OF THE SINGLE GATE TYPE DESIGNATION.
TYPE F
SEE SCHED.
10" 12"
TYPE FF
SEE SCHED.
10" 12"
TYPE GG
SEE SCHEDULE
4'-0"
3'-2"
A
2'-10"
26 A10.8
22 A10.8
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No. C 30345
H
CALIF
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OF
T TA E
PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:31:21 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A9.1
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
DOOR, GATE & WINDOW
SCHEDULE
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
MARK
DOOR HDW FRAME
COMMENTS
SIZE
TYPE
MAT.
FINISH
CORE
GLASS
RATING
LOUVER
GROUP
PANIC
CLOSER
INT. LOCK
TYPE
MTL
FINISH
GLASS
DETAILS
PAIR
PANEL
WIDTH
HT THK
HT WD
HEAD JAMB THRESHOLD OTHER
101A - 3'-0" 7'-0" 1 3/4" B HM P SC - - - - - - - - A HM P - 3/A10.8 9/A10.8 10/A10.8 103A - 3'-0" 7'-0" 1 3/4" B HM P SC - - - - - - - - A HM P - 3/A10.8 9/A10.8 10/A10.8 104A - 3'-0" 7'-0" 1 3/4" B HM P SC - - - - - - - - A HM P - 3/A10.8 9/A10.8 10/A10.8 106A - 3'-0" 7'-0" 1 3/4" D HM/GL P SC SP/T - - - - - - - A HM P DG/T 3/A10.8 9/A10.8 10/A10.8 107A - 5'-0" 7'-0" 3" C HM P SC - - - - - - - - A HM P - 23/A10.8 24/A10.8 25/A10.8 107B - 4'-0" 7'-0" 3" C HM P SC - - - - - - - - A HM P - 23/A10.8 24/A10.8 25/A10.8 108A - 3'-0" 7'-0" 1 3/4" B HM P SC - - - - - - - - A HM P - 8/A10.8 9/A10.8 10/A10.8 109A - 3'-0" 7'-0" 1 3/4" B HM P SC - - - - - - - - A HM P - 3/A10.8 3/A10.8 3/A10.8 110A - 3'-0" 7'-0" 1 3/4" B HM P SC - - - - - - - - A HM P - 3/A10.8 3/A10.8 3/A10.8 111B 3'-0" 7'-0" 1 3/4" B HM P SC - - - - - - - - A HM P - 8/A10.8 9/10.8 10/A10.8 115 PR 3'-2" 7'-0" 1 3/4" BB FRP P SC - - - - - - - - AA FRP FF - 13/A10.8 14/A10.8 10/A10.8 116 PR 3'-0" 7'-0" 1 3/4" BB FRP P SC - - - - - - - - AA FRP FF - 13/A10.8 14/A10.8 10/A10.8 119 - 3'-0" 7'-0" 1 3/4" BB HM P SC - - - - - - - - A HM P - 13/A10.8 14/A10.8 10/A10.8
DOOR SCHEDULE GENERAL NOTES
ABBREVIATIONS
CORE:
GL GLASS
INSUL INSULATED
SC SOLID CORE
SCWD SOLID CORE WOOD
DOOR PANEL FINISH:
FF FACTORY FINISH
P# PAINTED - SEE FINISH SCHEDULE
DOOR / WINDOW FRAME FINISH:
FF FACTORY FINISH
P# PAINTED - SEE FINISH SCHEDULE
DOOR PANEL / FRAME MATERIAL:
AL ALUMINUM
CL CHAIN LINK
HM HOLLOW METAL
PC POWDER COATED
STL STEEL
VN WOOD VENEER, TRANSPARENT FINISH
WD WOOD
HARDWARE:
P PANIC - SEE ALSO CODE ANALYSIS PLAN
REMARKS:
T TEMPERED, CATEGORY II
(CATEGORY I AND II CLASSIFACTIONS PER CBC SECTION 2406) GLAZING TYPE (SEE SPECIFICATION SECTION 08 80 00):
CL CLEAR LAMINATED
DG DUAL GLAZING, 1" THICK INSULATED UNIT
(2) 1/4" GLAZING PANES WITH AIR GAP
SP SINGLE PANE GLAZING
(1) 1/4" THICK GLAZING PANE
TL TINTED LAMINATED
WS WIREFIRE GLAZING
FOR SPECIFIC FINISHES REFER TO MATERIAL LEGEND ON ROOM FINISH SCHEDULE SHEET.
DOOR TYPES DOOR FRAME TYPES
GATE SCHEDULE
MARK
DOOR HDW FRAME
COMMENTS
SIZE
TYPE
MAT.
FINISH
CORE
GLASS
RATING
LOUVER
GROUP
PANIC
CLOSER
INT. LOCK
TYPE
MTL
FINISH
GLASS
DETAILS
PAIR
PANEL
WIDTH
HT THK
HT WD
HEAD JAMB THRESHOLD OTHER
G101 PR 4'-0" 6'-0" 1 1/2" GG STL FF - - - P - - - STL FF - 5/A10.2.2 5/A10.2.2 5/A10.2.2 TO MATCH EXISTING G102 PR 4'-0" 6'-0" 1 1/2" FF STL FF - - - P - - - STL FF - 4/A10.2.2 4/A10.2.2 4/A10.2.2 TO MATCH EXISTING G103 4'-0" 6'-0" 1 1/2" F STL FF - - - P - - - STL FF - 19/A10.2.2 19/A10.2.2 19/A10.2.2 TO MATCH EXISTING
WINDOW GENERAL NOTES
WINDOW SCHEDULE
GATE TYPES
NO. REMARKS DATE
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
GENERAL
1. ALL INTERIOR CORNERS TO HAVE CORNER GUARDS INSTALLED PER DETAIL
2. ALL FINISHES SHALL COMPLY WITH CBC CHAPTERS 3-8 &10 AND TITLE 19 C.C.R.
3. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL RESTROOMS,
MOP SINK AREAS AND WALLS ADJACENT TO ANY SINK OR DRINKING FOUNTAIN WHERE GYPSUM BOARD IS SCHEDULED.
4. DO NOT INSTALL MOISTURE RESISTANT GYPSUM BOARD AT CEILING PLANES.
TILING
1. THINSET CERAMIC WALL TILE OVER STUD FRAMING TO BE OVER 5/8" MOISTURE RESISTANT GYPSUM BOARD.
2. ALL TILE CORNERS TO HAVE TRIM PER DETAIL
3. CERAMIC TILE AT FLOORS OVER DEPRESSED SLABS AND WITH FLOOR DRAINS SHALL BE FULL SET.
PAINTING
1. ALL INTERIOR WALLS AND CEILINGS TO RECIEVE LEVEL 5 FINISH PER SPECIFICATIONS.
2. ALL ROOMS TO RECEIVE EGG-SHELL SHEEN EXCEPT AT RESTROOMS AND KITCHENS WHICH SHALL RECIEVE SEMI-GLOSS SHEEN.
3. EXTERIOR WALL FINISHES TO RECEIVE FLAT SHEEN, U.O.N.
4. EXTERIOR STEEL, HM FRAMES AND METAL FLASHINGS TO RECEIVE SEMIGLOSS SHEEN. 6 / A10.10.3
- / ---
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PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:31:23 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A9.2
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
ROOM FINISH SCHEDULE
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
ROOM FLOOR WALLS CASEWORK
NO. NAME MATERIAL BASE NORTH (N) EAST (E) SOUTH (S) WEST (W) WAINSCOT BASE UPPER COUNTER CEILING COMMENTS 101 STORAGE EC RBPPP P ----P
102 WOMEN'S SHOWER/ CHANGING/
RESTROOM
EPX RB P/FRP1 P/FRP1 P/FRP1 P/FRP1 PL2 PL2 SS2P
103 HWH EPX RBPPP P ----P
104 STORAGE EC RBPPP P ----P
105 OFFICE EPX RBPPP P - P1 P1 SS1P
106 LIFEGUARD/ BREAKROOM EPX RBPPP P - P1 P1 SS1P
107 ENTRY VESTIBULE EC RBPPP P -----
108 FAMILY CHANGING EPX RBPPP P ----P
109 JAN. EC RB FRP1 FRP1 FRP1 FRP1 ----P
110 HMH EC RBPPP P ----P
111 MEN'S SHOWER/ CHANGING/ RESTROOM EPX RB P/FRP1 P/FRP1 P/FRP1 P/FRP1 PL2 PL2 SS2P 112 STORAGE EC RBPPP P ----P
113 FIRST AID EPX RBPPPPP P1P SS1-
114 JAN. EC RB FRP1 FRP1 FRP1 FRP1 ----P
M100 MECHANICAL EC RB CMU CMU CMU CMU ----P
M101 CHEMICAL EC RB CMU CMU CMU CMU ----
P100 POOL----- - ----
P101 POOL DECK----- - ----
S100 STORAGE EC RB CMU CMU CMU CMU ----
S101 STORAGE
ROOM FINISH SCHEDULE
CASEWORK MATERIAL LEGEND
SYMBOL
P PAINT
PLY 5/8" PLYWOOD, PAINTED
CMU1
FRP1 FIBERGLASS
REINFORCED PANELS
WITH ALUMINUM TRIM
SYMBOL
RC 8" ROLLED CONCRETE
BASE
BASE MATERIAL LEGEND
SYMBOL
BASIS OF DESIGN
MANUFACTURER
RB 4" RUBBER BASE
MATERIAL STYLE/COLOR
BASIS OF DESIGN
MANUFACTURER
MATERIAL STYLE/COLOR
PL1 PLASTIC LAMINATE
EPX 6" EPOXY COVED BASE
SEE SPECS
DUR-A-FLEX
ACCELERA RXC
FLOOR MATERIAL LEGEND
SYMBOL
EC EXPOSED AND SEALED
CONCRETE
RP1 3/4" RUBBER PRODUCTS
EPX
BASIS OF DESIGN
MANUFACTURER
MATERIAL STYLE/COLOR
EPOXY
SEE SPECS
BASIS OF DESIGN
MANUFACTURER
MATERIAL STYLE/COLOR
WALL MATERIAL LEGEND
G1 GROUT
PRECISION
FORMICA
ENFIELD
NEUTRAL WEFT
(MFR) (INSERT)
TP TOILET PARTITIONS
SHADE MATERIAL LEGEND
SYMBOL
BASIS OF DESIGN
MANUFACTURER
MATERIAL STYLE/COLOR
SH FABRIC SHADES POLIGON SQUARE SYMBOL
P5 SEMI-GLOSS PAINT
NC NO CEILING, PAINT P1
U.O.N.
CEILING MATERIAL LEGEND
BASIS OF DESIGN
MANUFACTURER
MATERIAL STYLE/COLOR
GENERAL NOTES
MARLITE SYMMETRIX SUBWAY / WHITE
DEX-O-TEX
ACCELERA RXC
ENFIELD
ROPPE 184 ALMOND
SS1 SOLID SURFACE
COUNTERTOP
CORIAN SOLID SURFACE/
SPARKLING GRANITA
NO. REMARKS DATE
TO MATCH EXISITING
ASI GLOBAL HDPE
DUNN EDWARDS MILK GLASS - DEW 358
STAIR MATERIAL LEGEND
SYMBOL
BASIS OF DESIGN
MANUFACTURER
MATERIAL STYLE/COLOR
AN CAST-IN-PLACE NOSING ECOGLO NON-SLIP S2-N30
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
5/8" GYPSUM BOARD
BATT SOUND INSULATION,
FULL HEIGHT
2x6 WOOD STUD FRAMING @
24" O.C.
SEE FINISH SCHEDULE FOR
FINISH
NOTES:
1. WALLS TO BE FULL HEIGHT, WITH GYPSUM BOARD AND INSULATION FULL HEIGHT.
5/8" GYPSUM BOARD
BATT SOUND INSULATION,
FULL HEIGHT AND FULL
STUD DEPTH
2x8 WOOD STUD FRAMING @
24" O.C.
SEE FINISH SCHEDULE FOR
FINISH
NOTES:
1. WALLS TO BE FULL HEIGHT, WITH GYPSUM BOARD AND INSULATION FULL HEIGHT.
2. GYPSUM BOARD AT ONE SIDE ONLY AT FULLY ENCLOSED SHAFTS OR CAVITY WALLS.
PLYWOOD SHEATHING
WHERE OCCURS, SEE
STRUCTURAL DWGS.
PLAN
5/8" GYPSUM BOARD
BATT SOUND INSULATION,
FULL HEIGHT AND FULL
STUD DEPTH
2x8 WOOD STUD FRAMING @
24" O.C.
SEE FINISH SCHEDULE FOR
FINISH
NOTES:
1. WALLS TO BE FULL HEIGHT, WITH GYPSUM BOARD AND INSULATION FULL HEIGHT.
2. GYPSUM BOARD AT ONE SIDE ONLY AT FULLY ENCLOSED SHAFTS OR CAVITY WALLS.
PLYWOOD SHEATHING
WHERE OCCURS, SEE
STRUCTURAL DWGS.
PLAN
5/8" GYPSUM BOARD
BATT SOUND INSULATION,
FULL HEIGHT
2x6 WOOD STUD FRAMING @
24" O.C.
SEE FINISH SCHEDULE FOR
FINISH
NOTES:
1. WALLS TO BE FULL HEIGHT, WITH GYPSUM BOARD AND INSULATION FULL HEIGHT.
2. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
PLYWOOD SHEATHING
WHERE OCCURS, SEE
STRUCTURAL DWGS.
5/8" GYPSUM BOARD
BATT SOUND INSULATION,
FULL HEIGHT
2x6 WOOD STUD FRAMING @
24" O.C.
SEE FINISH SCHEDULE FOR
FINISH
NOTES:
1. WALLS TO BE FULL HEIGHT, WITH GYPSUM BOARD AND INSULATION FULL HEIGHT.
FULLY GROUTED PRECISION
CMU BOTH SIDES, SEE
STRUCTURAL DWGS.
CLEAR SEALER OVER
EXPOSED EXTERIOR CMU
AS SPECIFIED
INSULATION AS
SCHEDULED
FRP
WALL FRAMING PER
PLAN
MOISTURE RESISTANT GYP.
BD. WITH PAINTED FINISH AS
SCHEDULED
ALUMINUM J-TRIM PIECE
INSULATION AS SCHEDULED
MOISTURE RESISTANT GYP. BD.
(E) CONCRETE SLAB
TROWELED ON EPOXY FLOOR
SYSTEM
ALUMINUM J-TRIM PIECE
FRP AS SCHEDULED
6"
3/8" RADIUS
2" 3"
2X PTDF SILL ATTACH WITH 1/2" Ø
ANCHOR BOLT AT 48" O.C. MIN. (1)
PER WALL SECTION.
(N) CONCRETE CURB. ROUGHEN
SLAB TO 1/4" AMPLITUDE.
#4 CONT.
#4 @16" O.C. ADHESIVE ANCHOR TO
(E) CONC.. TENSION TEST 25% TO
200#
RUBBER BASE AS SCHEDULED
SEALANT
NOTE:
1. REFER TO FLOOR PLAN FOR WALL TYPE
INSULATION AS SCHEDULED
(E) CONCRETE SLAB
TROWELED ON EPOXY
FLOOR SYSTEM
ALUMINUM J-TRIM PIECE
FRP AS SCHEDULED
6"
3/8" RADIUS
2" 3"
2X PTDF SILL ATTACH WITH
1/2" Ø ANCHOR BOLT AT 48"
O.C. MIN. (1) PER WALL
SECTION.
(N) CONCRETE CURB.
ROUGHEN SLAB TO 1/4"
AMPLITUDE.
#4 CONT.
#4 @16" O.C. ADHESIVE
ANCHOR TO (E) CONC..
TENSION TEST 25% TO 200#
MOISTURE RESISTANT GYP. BD.
NOTE:
1. REFER TO FLOOR PLAN FOR WALL TYPE
RUBBER BASE AS SCHEDULED
INSULATION AS SCHEDULED
GYP. BD. AS SCHEDULED
WALL FINISH PER PLAN
(E) CONCRETE SLAB
SEALANT
CONCRETE FINISH AS
SCHEDULED
2X PTDF SILL PLATE. ATTACH
WITH HILTI X-CF S23 @ 24" O.C.
SET ON SELF ADHERED
NEOPRENE STRIP.
NOTE:
1. REFER TO FLOOR PLAN FOR WALL TYPE
ALUMINUM OUTSIDE
CORNER METAL EDGE
STRIP
INSULATION AS
SCHEDULED
WALL FRAMING PER PLAN
OUTSIDE CORNER
FRP
MOISTURE RESISTANT
GYP. BD.
INSIDE CORNER
STAINLESS STEEL
COVED SHAPED METAL
EDGE STRIP
INSULATION AS
SCHEDULED
WALL FRAMING PER PLAN
MOISTURE RESISTANT
GYP. BD.
FRP
DUCT PER
MECHANICAL
DRAWINGS
SINGLE PLY ROOFING
TWO-PART SADDLE
FLASHING SET IN SEALANT,
SEE DETAIL
SEALANT ALL AROUND
SINGLE PLY ROOFING
HOT AIR WELD
HOT AIR WELD
DOWNSPOUT
SHEET METAL STRAP
CAULK
TRANSITIONAL BOOT
(SMITH MODEL 1787 OR
APPROVED EQUAL W/
CLEANOUT)
CONNECT (N) S.D. BOOT
TO EXISTING STORM
DRAIN
FINISH GRADE PER CIVIL
DRAWINGS
(E) CMU
CMU WALL PER
PLAN
16 GA. SATIN FINISH
STAINLESS STEEL
WALL END GUARD W/
ALL EDGES
DEBURRED AND
CORNERS ROUNDED
2"
16 GA. SATIN FINISH S.S.
WALL END GUARD W/ ALL
EDGES DEBURRED AND
CORNERS ROUNDED
2"
1/4" DIA. SIMPSON
STAINLESS STEEL TITEN
HD CNTERSUNK ANCHORS
W/ 2 1/2" EMBED. (ICC-ES
ESR-1056) @ 24" O.C. TYP.
JAMB
HEAD
EQ. 6" EQ.
CMU WALL PER
PLAN
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No. C 30345 H CALIF
A
OR
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S
OF
T
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PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:31:26 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A10.1
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
WALL TYPES
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
3" = 1'-0"
2 INTERIOR WALL ASSEMBLY - 6 INCH
STUD
3" = 1'-0"
5 INTERIOR FURRING WALL
ASSEMBLY - 8 INCH STUD
3" = 1'-0"
4 INTERIOR WALL ASSEMBLY - 8 INCH
STUD
3" = 1'-0"
3 INTERIOR WALL ASSEMBLY - 6 INCH
SHEAR WALL
3" = 1'-0"
1 INTERIOR FURRING WALL
ASSEMBLY - 6 INCH STUD
WALL ASSEMBLY - CMU 3" = 1'-0"
6 3" = 1'-0"
REF: 4 / A10.10.3
FRP TOP TRIM
7 3" = 1'-0"
REF: 15 / A2.1
EPOXY BASE AT FRP
9 3" = 1'-0"
REF: 15 / A2.1
EPOXY BASE AT FRP - BOTH SIDES
8 3" = 1'-0"
REF: 15 / A2.1
WALL BASE AT CONCRETE FLOOR 10
FRP CORNERS 3" = 1'-0" 12
DUCT PENETRATION AT CMU 3" = 1'-0" 13
DOWNSPOUT AT GRADE 1 1/2" = 1'-0" 14
WALL END GUARDS AT CMU 3" = 1'-0" 17
NO. REMARKS DATE
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
UP
UP
UP
UP
FD
18 A10.2.1
TYPICAL RAMP AT
RETAINING WALL,
SEE DETAIL7 / A10.2.1
HANDRAIL SEE
DETAIL 18/A10.2.3
17 A10.2.1
8 A10.2.1
NOTE: REFER TO CIVIL DRAWINGS FOR ADDITIONAL DETAILS
CONCRETE STAIRS
AND RAILINGS PER
CIVIL DRAWINGS
6'-6"
1'-4"
CONCRETE RAMP
AND RAILINGS
PER CIVIL
DRAWINGS
21 A10.2.1
2" GROVES FOR CONTRASTING
COLOR REQUIRED AT EACH
TREAD OF ALL EXTERIOR STAIRS
6'-7" 24'-2"
5'-10" 5'-10"
12'-4"
8 A10.2.1
NOTE: REFER TO CIVIL DRAWINGS
FOR ADDITIONAL DETAILS
HANDRAIL
AT CMU,
SEE DETAIL
19 / A10.2.1
ORNAMENTAL FENCE AT
CONCRETE RETAINING
WALL, SEE DETAIL 17 / A10.2.1
10 A10.2.1
HANDRAIL AT
CONCRETE
WALL, SEE
DETAIL 18 / A10.2.1
NOTE: REFER TO CIVIL DRAWINGS FOR ADDITIONAL DETAILS
STEEL PIPE HAND RAIL 2" DIA.
INSTALL 36" ABOVE RAMP
SURFACE TYPICAL
3" RADIUS
LANDING
INSTALL HANDRAIL ON BOTH SIDES OF RAMP
3'-0"
3'-0"
3'-0"
6'-0" MAX. SPACE EVENLY
30" MAX
3" RADIUS
RAMP SURFACE, PER PLANS
(8.33% MAX.)
LANDING
2% MAX.
SLOPE
2% MAX. SLOPE
IN ALL DIRECTIONS
2" DIAMETER STEEL PIPE
GUIDE RAIL 3" ABOVE
CONCRETE SURFACE
4" CLASS II COMPACTED
AGREATE BASE 95% R.D.,
REFER TO CIVIL DRAWINGS
INSTALL INTERMEDIATE
POST AS NEEDED 6'-0" MAX.
SPACING
INSTALL HANDRAIL ON BOTH SIDES OF RAMP
NOTES:
1. ALL NEW RAILINGS SHALL BE 2" DIAMETER
STEEL PIPE.
2. RAILING SHALL BE SMOOTH AT ALL JOINTS,
PROVIDE A SMOOTH FINISHED SURFACE
WITH NO SHARP EDGES OR CORNER,
EDGES TO HAVE A 1/8" MINIMUM RADIUS.
3. PRIOR TO INSTALLATION PAINT ALL HAND
RAILS, POST GUIDE RAILS, AND OTHER
STEEL PARTS WITH BLACK DURETHANE DTM
URETHANE MASTIC
4. ALL CONCRETE PAVING AND FINISH SHALL
BE SLIP RESISTANT
5. REFER TO CIVIL DETAILS FOR MORE
INFORMATION.
SIDEWALK
#4 CONT. AT 18"
O.C. BOTH WAYS
SIDEWALK
LEVEL
1'-0"
27" MAX, TYP.
LEVEL
1'-0"
27" MAX, TYP.
3"
#4 @ 12" OC
EACH WAY
#4 CONT.
#3 NOSE BAR W/ 6"
HOOK EACH END
SEE
CIVIL DWGS
1'-0"
1'-0"
1'-6" 1'-0" 1'-0" 1'-0" 7" MAX.
SEE
CIVIL DWGS
1'-6"
#4 CONT.
8"
CONCRETE WALK
PER CIVIL DWGS.
TYP. EA. CONCRETE STEPS
TREAD
3"
3"
1'-6"
A10.2.1
15 EXTEND HORIZONTALLY, TYP. AT TOP.
12" MIN EXTENSION OF HANDRAIL MUST
SEE DETAIL
FOR ONE TREAD DEPTH
EXTENSION REQUIREMENT
A. BOTTOM EXTENSION
B. TOP EXTENSION RETURN HANDRAIL TO WALL,
TYP. AT TOP AND BOTTOM
EXTENSIONS SEE DETAIL
HORIZONTALLY AT BOTTOM
1'-0" EXTENSION OF HANDRAIL
@ BOTTOM OF STAIRS
1 TREAD DEPTH 1 1/2" DIA. O.C. HANDRAIL
WELDED TO 1 1/2" X 2" FLAT BAR.
TERMINATE HANDRAIL W/ 1 1/2"
RAD. TURNING TOWARD WALL
CMU WALL PER PLAN
CLR.
1 1/2"
1 1/2" DIA. O.C. HANDRAIL
WELDED TO 1 1/2" X 2" FLAT BAR
METAL BRACKET AT 4'-0" O.C.
MAXIMUM, AND NOT MORE
THAN 1'-0" FROM ENDS
(3) 1/4" DIA. SIMPSON TITEN HD
SCREW ANCHORS W/ CNTSK
HEAD, FULL EMBEDMENT.
INSTALL TO 24 FT-LBS TORQUE
1 1/2"
MIN.
TOP 1/4" MAX.
FRONT
NOTE: HANDRAILS TO RESIST A LINEAR LOAD OF 50LBS/
LF AND A CONCENTRATED LOAD OF 200LBS
34" MIN. - 38" MAX. AFF
TOP VIEW SECTION
6"
2"
TYP.
1"
4"
2"
VERTICAL 6"X6"X1/2"
FLANGE
6"X6"X1/2" SQUARE
GALVANIZED STEEL BASE
PLATE, WELDABLE FLOOR
FLANGE, PAINT TO MATCH
FENCE POST COLOR
5/8" DIA.
HOLE, TYP.
FENCE POST
4 QTY. 1/2" DIA. STAINLESS STEEL SIMPSON TITEN HD
ANCHORS W/ 3-1/4" MIN. EMBEDMENT. INSTALL IN STRICT
CONFORMANCE WITH SIMPSON SPECIFICATIONS &
ESR-2713, TORQUE TEST TO 70 FT-LBS.
2"
6"
6"
D
R
A
W
NI G
S
S
E
E
CIVIL
7 1/2"
1'-9"
1'-0"
1'-0" 1'-0"
2'-4"
2'-9"
6"
HANDRAIL, SEE
DETAIL
FOR ALL REBAL AND
FOOTING INFORMATION, SEE
STRUCTURAL DWGS.
10'-4"
36" A
F. .F. T
Y
P.
ORNAMENTAL FENCE
SEE PLAN 17
A10.2.1
19 A10.2.1
12'-4"
11'-6"
CROSS SECTION OF INTERNAL RAMP STEP
HANDRAIL EMBEDMENT
SEE DETAIL FALL FENCING REQUIRED
WHERE DROP IS 30" OR
GREATER. SEE DETAIL
NOTES:
1. EXPOSED EDGES OF
CURB TO HAVE 1/2" TOOLED
RADIUS.
2. INSTALL EXPANSION
AND CONTROL JOINTS AS
NEEDED TO AVOID CRACKING
6" MIN.
1'-0"
1'-0"
6"
36" M
A
X. R
E
T
AININ
G
6" MIN.
6" 36" M
A
X. R
E
T
AININ
G
MIN.
3"
MIN.
3" RAMP OR STEPS
#4 CONT. AT 18" O.C
BOTH WAYS
HARDSCAPE WHERE
OCCURS
HANDRAIL EMBEDMENT SEE
DETAIL
RAMP OR STEPS
#4 CONT. AT 18" O.C
BOTH WAYS
CROSS SECTION OF EXTERNAL RAMP STEP
FOOTING PER STRUCTURAL
DRAWINGS
NOTE:
FOR HANDRAIL INFORMAITON
SEE DETAIL 19 / A10.2.1
12" + TREAD
DEPTH MIN
1/4" RADIUS AT
TREAD NOSE
CONCRETE STAIR
SECTION
CAST IN PLACE STAIR NOSING
2".
6".
6".
8".
2"
36" AFF
1 1/2" ∅ O.C. HANDRAIL
WELDED TO 1 1/2" X 2"
FLAT BAR
METAL BRACKET AT 4'-0"
O.C. MAXIMUM AND NOT
MORE THAN 1'-0" FROM
ENDS
1 1/2" ∅ O.C. HANDRAIL
WELDED TO 1 1/2" X 2" FLAT
BAR. TERMINATE HANDRAIL
w/ 1 1/2" RAD. TURNING
TOWARD WALL FOR
OCCUPANT USAGE
PREVENTION
(1) 3/8" SS TITEN HD W/ 2
3/4" EMBED., TYP. AT EACH
HANDRAIL SUPPORT,
SPACED AT NO MORE
THAN 4'-0" OC
M
NI .
1 1/2"
CLR
1 1/2"
1/4" MAX.
PLAN
SECTION
4'-0"
F.F
HANDRAIL AND GUIDE RAIL
SEE 6/A10.2.3
4'-0"
F.F
4'-0"
F.F.
4'-0"
F.F.
2'-5"
GUARD RAIL AT RETAINING WALL
SEE DETAIL: 19/A10.2.3
ORNAMENTAL FENCE
AT RETAINING WALL,
SEE DETAIL17 / A10.2.1
T
R H
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TC
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B
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W N P
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A
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Ren. 9/30/23
No. C 30345
H
CALIF
A
OR I N
S
OF
T TA E
PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:31:30 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A10.2.1
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
SITE DETAILS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
1/4" = 1'-0"
REF: 5 / NA6.3
ENLARGED RAMP AT SOUTH RAMP 2
1/4" = 1'-0"
REF: 5 / NA6.3
ENLARGED RAMP AT NORTH RAMP 4
1/4" = 1'-0"
REF: 5 / NA6.3
ENLARGED STAIR PLAN 5
ACCESSIBLE RAMP WITH HANDRAIL AND GUIDE RAIL DETAIL 1" = 1'-0" 6 ENLARGED RAILING EXTENSION 3" = 1'-0" 24 HANDRAIL TO CMU WALL 3" = 1'-0" 19 CONCRETE STAIRS 1" = 1'-0" 9 3" = 1'-0"
REF: 2 / A10.2.1
17 ORNAMENTAL FENCE AT CONCRETE
RETAINING WALLS
1/2" = 1'-0"
REF: 2 / A10.2.1
RAMP LANDING SECTION 8
TYPICAL RAMP / STAIR RETAINING 1" = 1'-0" 7
1/2" = 1'-0"
REF: 5 / A10.2.1
1 1/2" = 1'-0" CONCRETE STAIR SECTION 10
REF: 9 / A10.2.1
STAIR NOSING 15
3" = 1'-0"
REF: 2 / A10.2.1
HANDRAIL ON CONCRETE WALL 18
RAMP SECTION AT SOUTH RAMP 1/4" = 1'-0" 22
1/4" = 1'-0"
REF: 4 / A10.2.1
RAMP SECTION AT NORTH RAMP 21
NO. REMARKS DATE
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
PLAN VIEW TYP. 2"
EA. SIDE
2'-0" MIN.
ELEVATION VIEW
ORNAMENTAL
FENCE PER
DETAIL
14 GA. METAL PLATE BACKING FOR GATE
DOOR HARDWARE WELDED TO FRAME
PANIC BAR EXITING DEVICE ATTACHED TO
GATE FRAME AND BACKING PLATE ROUND HOLE PERFORATED METAL, GALVANIZED G90 WITH POWDER COATING TO
MATCH FENCE, 22 GA., 3/32" HOLES ON 3/16"
CENTERS STAGGERED PATTERN 23% OPEN
AREA. PROVIDE METAL 'U' EDGING TO COVER
CUT EDGES
1"
1 1/2" POST
3/4" PICKET AFF.
36" - 44"
2" 10"
10" SMOOTH METAL KICK
PLATE ATTACHED TO
SIDE OF GATE WITH
PANIC DOOR HARDWARE
CROWN FOOTING,
PROVIDE DRAINAGE
AWAY FROM POST, TYP.
NOTES:
1. GRIND SMOOTH ALL WELDED JOINTS
2. FOR GATE INFORMATION, SEE GATE SCHEDULE ON SHEET A9.1
3. ANY CAVITIES CREATED BY ADDING THE KICK PLATE SHALL BE CAPPED PER CBC 11B-404.2.10
4. FOR PULL SIDE ELEVATION SEE DETAIL
4"
BUILDING WALL,
SEE PLAN
BUILDING
WALL
COLUMN, SEE
PLAN
COLUMN,
SEE PLAN
TYP. GATE
FOOTING, SEE 11
A10.2.2
-
---
A10.2.2 7
2 A10.2.2
SEE DOOR SCHEDULE
48" MAX. WIDTH
14 A10.2.2
4" 48" MAX., TYP. 1"
3'-2" TYP.
LEVER & KNOB W/
KEY LOCK, TYP.
3/4" x 14 GA
PRESSED PICKETS,
TYP. w/ 4" MAX. GAP
SEE DOOR SCHEDULE
1 1/2" x 12GA
RAILS, TYP.
3" STEEL POST
W/ CAP
NOTES:
1. REFER TO HARDWARE GROUP IN SPECIFICATIONS FOR DETAILS
2. ANY CAVITIES CREATED BY ADDING THE KICK PLATE SHALL BE CAPPED PER CBC 11B-404.2.10
SELF-CLOSING
HINGES: MFR:
LOCINOX MAMMOTH
SELF CLOSING
HINGES MODEL NO:
M180-SL (x2)
10" SMOOTH
METAL KICK PLATE
ATTACHED TO EA.
SIDE OF GATE
10"
TYP. GATE
FOOTING, SEE 11
A10.2.2
FENCE PER
DETAIL
-
---
2"
14 A10.2.2
7"
7"
1"
A-A
STEEL FENCE
POST
BUILDING
WALL
A
1"
CONCRETE WALK
3/4" NON SHRINK GROUT
5"
(4) HILTI-KB-TZ2 3/8" X 5 1/2"
7" x 7" x 1/2" STEEL BASE
PLATE, SEE A-A FOR
DIMENSIONS
V.I F. .
7" 6"
00 CONCRETE FOOTING PER
STRUCTURAL DWGS.
7" x 6" x 1/4" STEEL PLATE
TACK WELD, T&B, TO
MINIMUM 2 STEEL PICKETS
KNOX BOX, SERIES AS
REQUIRED BY THE WEST
SACRAMENTO FIRE
DEPARTMENT
NOTE:
FOR ATTACHMENT ON CHAINLINK POST, "U"
BOLT TO BE ATTACHED TO KNOX BOX USING
3/8"Ø FASTENER WITH STEEL WASHERS.
LEVER & KNOB w/
KEY LOCK, TYP.
3/4" x 14GA PRESSED
PICKETS, TYP. w/ 4"
MAX. GAP, TYP.
SEE DOOR SCHEDULE
1 1/2" 12GA RAILS, TYP.
3" STEEL POST
NOTES:
1. SEE STRUCTURAL FOR FOOTING INFORMATION
2. REFER TO HARDWARE GROUP IN SPECIFICATIONS FOR DETAILS
3. REFER TO FOR FENCE DETAILS
4. ANY CAVITIES CREATED BY ADDING THE KICK PLATE SHALL BE CAPPED PER CBC 11B-404.2.10
A10.2.2 6
SELF-CLOSING HINGES:
MFR: LOCINOX
MAMMOTH SELF
CLOSING HINGES
MODEL NO: M180-SL (x2)
10" SMOOTH METAL KICK
PLATE ATTACHED TO EACH
SIDE OF GATE
10"
14 A10.2.2
4 x 4 x 1/8" STEEL FRAME
PANIC HARDWARE: CITY
STANDARD, SEE DOOR
SCHEDULE FOR
HARDWARE GROUP
KEEDEX
10" x 10 GA. PUSH PLATES
BOTH SIDES - WELDED TO
LOCKBOX
"ALARM LOCK" GATE LOCKING
HARDWARE, (DRILL & TAP
CONNECTION TO HSS)
1 x 1 x 1/8 STEEL ANGLE, WELD
ON ALL SIDES, 10" LONG TO
ALIGN WITH ALARM LOCK
HARDWARE
DOOR SILENCER
NOTE:
1. GATE AND FRAME TO BE POWDER COATED
2. THE LEVERS OF LEVER ACTUATED LATCHES OR LOCKS
FOR ACCESSIBLE GATES SHALL BE CURVED WITH A
RETURN TO WITHIN ½” OF THE GATE SURFACES TO
PREVENT CATCHING ON THE CLOTHING OR PERSONS.
CALIFORNIA REFERENCED STANDARDS CODE. T-24
PART 12, SECTION 12-10-202, ITEM (F).
1/2" MAX.
PLAN
1'-6"
EQ. EQ.
TYP.
7"
4"
EQ EQ
CONC. MOW BAND,
CENTERED ON
FENCE POSTS
(2) #4 REBAR w/ 3"
CLR. AT POLES
HOLD FENCE
FOOTING DOWN
TO BOTTOM OF
BAND
FINISH GRADE OF
ADJACENT MATERIAL.
SEE MATERIALS PLAN
FOR CONDITION
SECTION
STOP REBAR 3" CLR
OF FENCE POST TYP.
EJ ON CENTER ON
FENCE POST
CONC. MOW BAND
ROUND OR SQ.
FENCE POST
CLR.
3"
CLR.
3"
12" DEPTH 95%
COMPACTED
SUBGRADE
NOTES:
1. COLOR TO BE NATURAL
MEDIUM BROOM NONSLIP FINISH.
2. PROVIDE MOCK-UP FOR
OWNER'S
REPRESENTATIVE
REVIEW & APPROVAL.
3. DOWEL AT EJs & WHERE
IT TIES INTO ADJ.
CONCRETE PAVING.
4. REFER TO CIVIL
DRAWINGS FOR
ADDITIONAL
INFORMATION.
1/4":12 SLOPED TOP FOR
RUNOFF
CONCRETE PAVING WHERE
OCCURS PER SITE PLAN
POST
ROUND CONCRETE
3 FOOTING fc' = 2,500 psi
"
TYPE POST FOOTING
CHAIN LINK: 6'-0" HIGH
CORNER, END, AND PULL POSTS 39" x 14" DIA.
LINE POSTS 36" x 12" DIA.
GATE AND LATCH POSTS: 3'-0" TO 5'-0" WIDE 48" x 14" DIA.
GATE AND LATCH POSTS: 10'-0" WIDE 48" x 18" DIA.
GATE AND LATCH POSTS: 12'-0" WIDE 48" x 26" DIA.
SINGLE GATE: 4'-0" WIDE
SINGLE GATE: 5' TO 11'-11" WIDE
TERMINAL OR LINE POST OR GATE STOP
4'-8" x 14" Ø
5'-6" x 24" Ø
2'-6" x 14" Ø
TYPE POST FOOTING
ORNAMENTAL: 6'-0" HIGH
NOTE: DIAMETER
SHALL BE 4X
POST SIZE, MIN.
1/4":12 SLOPED TOP FOR
RUNOFF
CONCRETE PAVING
WHERE OCCURS PER SITE
PLAN
#3 TIES @ 12" OC, ROUND
(4) #4 VERT. REBAR
POST
1'-4" ROUND CONCRETE
FOOTING
4'-0"
6"
3"
3"
1'-4"
PLAN VIEW
TYP.
1 1/2"
ELEVATION VIEW
14 GA. METAL PLATE
BACKING FOR GATE
DOOR HARDWARE
WELDED TO FRAME
PANIC BAR EXITING DEVICE
ATTACHED TO GATE FRAME AND
BACKING PLATE
PERFORATED
METAL SCREEN
ATTACHED TO
PANIC DOOR SIDE
OF GATE
3" POST
3/4" PICKET
AFF.
36"-44"
10" SMOOTH METAL KICK PLATE
ATTACHED TO SIDE OF GATE
WITH PANIC DOOR HARDWARE
NOTES:
1. GRIND SMOOTH ALL WELDED JOINTS
2. FOR GATE INFORMATION, SEE GATE SCHEDULE ON SHEET A9.1
3. ANY CAVITIES CREATED BY ADDING THE KICK PLATE SHALL BE CAPPED PER CBC 11B-404.2.10
2" 10"2"
4"
6'-10"
7'-5"
48" GATE
EXIT
EXIT SIGN ON POOL
SIDE ONLY
3" 12GA
GALVANIZED
JAMB FRAME
96 7/8"
CLEARN OPENING
84 5/8"
105 1/4"
84 1/4"
81 1/2"
9 1/4"
42"
74 3/4"
NOTE:
1. FINISH PER SPECIFICATION.
3 3/4" TYP.
8'-0" O.C. MAX.
SPIKED ENDS
PRESSED
STEEL POST
CAP AT EACH
POST TYP.
3/4"X3/4" SQ. STEEL
PICKETS -TYPICAL
CLR.
2"
T.O. GRADE
SEE GATE SCHEDULE FOR HE GI HTS
T
R
H
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A
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TC
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MO I
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B
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W
N
P
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D
Ren. 9/30/23
No. C 30345 H CALIF
A
OR
I N
S
OF
T
TA
E
PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:31:33 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A10.2.2
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
SITE DETAILS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
ORNAMENTAL DOUBLE GATE 1/2" = 1'-0"
4 1/2" = 1'-0"
2 ORNAMENTAL DOUBLE GATE - PULL
SIDE ELEVATION
3/4" = 1'-0"
REF: 4 / A10.2.2
FENCE FOOTING AT BUILDING
7 1 1/2" = 1'-0"
REF: 13 / A10.2.2
KNOX BOX PLATE
6 1/2" = 1'-0" 13
ORNAMENTAL SINGLE GATE - PULL
SIDE ELEVATION
GATE LATCH - ORNAMENTAL 3" = 1'-0" 14
CONCRETE MOW STRIP 1" = 1'-0" 20
FENCE FOOTING SCHEDULE 1/2" = 1'-0" 11
POST FOOTING - REINFORCED 1" = 1'-0" 12
NO. REMARKS DATE
1/2" = 1'-0" 19 (E) ORNAMENTAL SINGLE GATE AND
FENCE
DOUBLE SWING 1/2" = 1'-0"
5 DECORATIVE METAL FENCE 1/2" = 1'-0"
1 99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
SECTION
PLAN VIEW
BRACKET DETAIL
(2) 3/16" DIA x 2 1/2" LAG
BOLTS SET IN NEOPRENE
WASHER (1" MIN.
EMBEDMENT)
3/16" THICK STEEL PLATE
T-BRACKET w/ 3/8" DIA.
HOLES @ 6'-0" MAX. O.C.
AND 6" FROM ENDS, PAINT
TO MATCH DOWNSPOUT
3" DIAMETER DOWNSPOUT
(SCHEDULE 40 BLACK
STEEL) WELDED TO
BRACKET. GRIND SMOOTH
2x6 WOOD BLOCKING,
WHEN D.S. NOT AT CORNER
EXTERIOR PLASTER
OVER METAL LATH AND
BUILDING PAPER
T-BRACKET SET IN BED OF
SEALANT - SEE DETAIL
BELOW
3" DIAMETER DOWNSPOUT
(SCHEDULE 40 BLACK
STEEL) WELDED TO
BRACKET. GRIND SMOOTH
1" 1"
4"
1"
2"
T-BRACKET SET IN BED OF
SEALANT
(2) 3/16" DIA x 2 1/2" LAG
BOLTS SET IN NEOPRENE
WASHER (1" MIN.
EMBEDMENT)
24" MIN.
18" MIN.
18" MIN.
4" MIN.
4" MIN.
24" MIN.
SINGLE PLY ROOFING
ROOF PENETRATION
NOTES:
1. VAPOR RETARDER SHALL BE SEALED AT EDGES.
2. PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE, REGARDLESS OF PIPE DIAMETER.
3. DECK FLANGES OF THE PRE-MOLDED PIPE SEAL SHALL NOT BE OVERLAPPED, CUT OR APPLIED OVER ANY ANGLE CHANGE.
4. THE EMPTY SPACE MAY BE FILLED WITH AN EXPANDING URETHANE FOAM. PIPE PENETRATION SIKAFLEX-1A OR SIKASIL SG -
1 5
S
E
A
L
A
N
T
S
T
AIN
L
E
S
S
S
T
E
E
L
H
O
S
E
C
L
A
M
P
S
A
R
N
A
S
T
A
C
K
U
NIV
E
R
S
A
L
S
A
R
N
A
F
A
S
T
E
N
E
R
A
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D
S
A
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N
A
DIS
C
H
O
T-
AIR
W
E
L
D
E
D
R
O
O
FIN
G
M
E
M
B
R
A
N
E
C
O
V
E
R
B
O
A
R
D
1" MIN.
8" MIN. IN
S
UL
A
TIO
N
S
E
C
U
R
E
L
Y
A
T
T
A
C
HE
D
F
R
A
MIN
G
,
S
E
E
S
T
R
U
CT
U
R
A
L
D
W
G
S
(E) CMU, SANDBLASTED
AND PAINTED PER
EXTERIOR ELEVATIONS
22 GA. GALV. PARAPET CAP
FLASHING PAINTED, SLOPE
TO DRAIN
(E) WOOD NAILER, VERIFY
CONDITION PRIOR TO
INSTALL OF ROOFING AND
CAP FLASHING
SEALANT, TYP.
SINGLE PLY ROOFING,
WRAP OVER TOP OF
WALL
4"
S
LO
P
E
#10 WOOD SCREW @
12" O.C., TYP.
4"
S
LO
P
E
WALL FRAMING
PLYWOOD
SHEATHING
FLASHING TO BE
FORMED AROUND
ROOF MASS AND
FULLY
WELDED/SOLDERED
TO FORM A
WATERTIGHT SEAL
(E) CMU WALL
16"
12"
4"
MIN
4"
SELF-ADHERED
MEMBRANE O/
FLASHING. OVERLAP
MIN 4" EACH
DIRECTION
EXTEND SINGLE PLY
ROOFING MEMBRANE
UP AND OVER
PARAPET WALL. LAP
UP SIDEWALL 4" MIN.
EACH DIRECTION.
LEAVE LOOSE EDGE
OF ROOFING
MEMBRANE
UNATTACHED UNTIL
JUST PRIOR TO
INSTALLING METAL
CAP FLASHING
BLDG. WRAP AND
2 LAYERS GRADE D
BUILDING PAPER
LAP IN 1/3
INCREMENTS IN
SHINGLE FASHION
INSTALL CASING
BEAD/J MOLD AT
PLASTER WALL.
ANGLE TO MATCH
ANGLE OF
PREFABRICATED
ALUMINUM COPING
EXTERIOR
CEMENT
PLASTER PER
WALL ASSEMBLY
2"
SPLICE PLATE
ANCHOR CLIP
ALUMINUM
FLASHING CAP
AFFIX ROOFING
MEMBRANE IN
FRONT OF
CEMENT PLASTER.
EXTEND ROOFING
A MIN 2" DOWN
FRONT FACE OF
WALL
BACKER ROD AND
CONT. SEALANT
BETWEEN
CASING/TRIM AND
ALUMINUM COPING
PRE-MANUFACTURED
ALUMINUM COPING
PROVIDE ADDITIONAL
SEALANT AS
RECOMMENDED BY
MANUFACTURER
STEP 1 STEP 2 STEP 3
STEP 4 STEP 5
DOWNSPOUT PER DETAIL
ROOF FRAMING
(E) CMU WALL, MURAL WALL
20 GA. GALV. BOX GUTTER,
PAINT BOTTOM TO MATCH CANOPY
6"
6"
1/8" X 3/16" POP RIVET
(1 PER GUTTER STRAP)
GUTTER STRAP @ 19" OC MAX. FIELD HEM TO
PROVIDE FOR DOUBLE MATERIAL THICKNESS
GUTTER, PAINTED
MOSITURE BARRIER
DOWNSPOUT PER
DETAIL
OVERFLOW OPENING,
MIN. 1" BELOW
SCUPPER OPENING
(E) CMU
TPA COATED METAL
SCUPPER THROUGH
(E) WALL OPENING
20 GA. CONDUCTOR
HEAD
1'-6"
1'-0"
10"
1 5/8" 2" 6 3/8"
3"
R 0'-1 1/2"
2" 3 1/4" 10" 1 3/4" 1"
125.00°
SECTION
VIEW
ELEVATION
VIEW
150.00°
1" 7 1/2"
WRAP SINGLE PLY ROOFING UP
CMU WALL TO PARAPET ABOVE
PER DETAIL
4" MIN.
SEALANT
SOLDER OR SEAL
SINGLE PLY ROOFING
AND HEAT WELDED LAP
HEAT WELDED LAP
(E) ROOF FRAMING
CONT. DOUBLE BEAD TAPE
SEALANT
UNDERLAYMENT
1/4-14 X 7/8" WS @ 2" O.C.
VENT PIPE
RUBBER ROOF JACK BY METAL
SALES, OR APPROVED EQUAL
ROOF ASSEMBLY
PLYWOOD SHEATHING AND
ROOF STRUCTURE - SEE
STRUCTURAL DWGS
NOTE:
EACH VENT PIPE SHALL EXTEND THROUGH ITS FLASHING AND SHALL TERMINATE VERTICALLY NOT LESS THAN 6" ABOVE THE ROOF NOR LESS THAN 12" FROM ANY VERTICAL SURFACE. (CPC 906.1)
(2) 90° ELBOWS MEDIUM RADIUS
0"
T
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Ren. 9/30/23
No. C 30345 H CALIF
A
OR
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S
OF
T
TA
E
PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:31:34 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A10.7.1
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
ROOF DETAILS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
3" = 1'-0"
3 RAINWATER LEADER MOUNTING
BRACKET
1" = 1'-0"
1 TYPICAL PENETRATION
CLEARANCES AT ROOF
VENT PIPE AT SINGLE PLY ROOF 3" = 1'-0"
4 3" = 1'-0"
REF: 8 / A4.1
PARAPET CAP AT CMU
6 PARAPET FLASHING AT SHOULDER 1" = 1'-0" 10
3" = 1'-0"
REF: 8 / A4.1
GUTTER AT CMU 11
1 1/2" = 1'-0"
REF: 18 / A4.1
SCUPPER AND CONDUCTOR HEAD
7 VENT PIPE AT ROOF 1 1/2" = 1'-0"
5 NO. REMARKS DATE
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
ROOF PLYWOOD SHEATHING, SEE
STRUCTURAL DWGS.
ROOF FRAMING, SEE STRUCTURAL
DWGS
RIGID INSULATION, TYP. PROVIDE IN
LAYERS AS REQD. FOR ROOF SLOPE
1/4" DENSDECK PRIME PROTECTION
BOARD
MEMBRANE ROOFING (SINGLE PLY)
MECANICALLY FASTENED
#15-XP THREADED DRILL POINT
FASTENER PER MANUFACTURER,
MIN. 1/2" PENETRATION
SHEATHING AND
FRAMING PER
STRUCTURAL DWGS.
ROOFING FLASHING
MEMBRANE
SHEATHING
WELDED ROOF SYSTEM
SPLICE
COVER BOARD OVER RIGID
INSULATION, SLOPE TO
DRAIN PER ROOF PLAN
3" DIA. X 26 GA. PLATE
SINGLE PLY ROOFING
ASSEMBLY PER
WOOD STUD WALL PER
PLAN
B.O. STUD
+6" MIN. ABV. ROOF DECK, TYP.
BATT INSULATION TO STUD
FOR CONT. THERMAL
ENVELOPE
1 A10.7.2
SHEATHING AND
FRAMING PER
STRUCTURAL
DWGS.
SINGLE PLY ROOFING PER
PLAN
TO ACHIEVE SLOPE
AS REQUIRED
NOTE:
CONTRACTOR TO VERIFY
CRICKETS TO DRAIN AT A
MIN. 1/2" PER FOOT
ROOF SLOPE TRANSITIONS
PER DETAIL
COVER BOARD O/ RIGID
INSULATION
S
L
O
P
E
1 /2
"
/
1 2
"
S
L
O
P
E
1 /4
"
/
1 2
"
4 A10.7.2
SINGLE PLY MEMBRANE
ROOFING ASSEMBLY OVER
ROOF FRAMING
SINGLE PLY ROOFING MEMBRANE
FLASHING STRIP, HEAT WELDED
FASTENER AND PEEL STOP BY
ROOFING MFR.
ROOF SHEATHING AND FRAMING
PER STRUCTURAL
AT RIDGE
SINGLE PLY MEMBRANE
ROOFING ASSEMBLY
OVER ROOF FRAMING
SINGLE PLY ROOFING MEMBRANE
FLASHING STRIP, HEAT WELDED
FASTENER AND PEEL STOP BY
ROOFING MFR.
ROOF SHEATHING AND FRAMING
PER STRUCTURAL
AT VALLEY 4'-0", MAX.
2"
2"
3'-0"
, MAX.
FIBERGLASS
REINFORCED ASPHALTIC
PAD, FIELD CUT AS
REQUIRED. FULLY
ADHERE PER MFR'S
RECOMMENDATION
WALK PADS ARE REQUIRED ON MEMBRANE ROOFS: INSTALL 12" MAX. APART AND 12" AWAY FROM WALLS AND CURBS. PROVIDE AT ALL ROOF ENTRY AND EXIT
POINTS AND IN FRONT OF SERVICE DOORS OR PANELS IN MECHANICAL EQUIPMENT, AND OTHERWISE AS REQUIRED BY ROOF MANUFACTURER. SEE ROOF PLAN FOR ADDITIONAL LOCATIONS.
CONDUIT, MECH. OR PLUMBING
PIPING AS REQD.
METAL STRAP W/ LAG SCREWS
ATACHED TO UNISTRUT; LEAVE
STRAP LOOSE TO ALLOW PIPE TO
SLIDE
ROOF PROTECTION
LAYER
1/2" PROTECTION
MATERIAL
MECHANICALLY
ATTACHED TO ROOF
SINGLE PLY MEMBRANE ROOFING
O/ROOF FRAMING, SEE
BASE SUPPORT MIFAB C SERIES.
ATTACH w/ 5/8" DIA LAG BOLTS @
24" O.C. MAX w/ (2) MIN. AT EA.
SUPPORT BASE & 3" PENETRATION
INTO FRMG/BLKG BELOW (SEE UPC
SEC 314 HANGERS & SUPPORTS
FOR BLKG SIZE & SPACING REQ.)
ROOF PROTECTION LAYER ADHERED
TO ROOFING
1/2" ROOF PROTECTION MATERIAL;
ADHERED TO PROTECTION LAYER A
A
NOTE: SIZE BLOCKING FOR TOTAL WIDTH NEEDED TO
CARRY ALL REQUIRED MEP PIPING/CONDUITS INDICATED ON
MEP DWGS. REFER TO MEP DWGS. FOR EXACT NUMBER
SECTION A-A
CURB
CRICKET
EXHAUST FAN
CURB ASSEMBLY - ADD P.T. WOOD
BLOCKING AS REQUIRED TO ACHIEVE
8" MIN. FLASHING
#12 X 2 1/2" FASTENER THRU
STEEL/NEOPRENE WASHER 12" OC
24 GA. COUNTERFLASHING INSERT,
WELD ALL CORNERS
ROOF FRAMING PER STRUCTURAL
CRICKET PLAN VIEW
BUILT-UP ROOF OVER PLYWOOD
4" CANT STRIP, PER MFR.
RECOMMENDATIONS
2' OR MORE
4" MIN.
SLOPE
BURGLER BAR AT OPENINGS OVER 96
SQ. IN.
NOTE:
1. USE THIS DETAIL
WHEN COUNTERFLASHING
IS PART OF THE CURB
MOUNTED EQUIPMENT.
2. USE THE SPECIFIED
FASTENERS AND PLATE
AROUND THE CURB PER
WRITTEN SPECIFICATIONS.
COVERBOARD
FOLD FLASHING
OVER CURB AND
FASTEN 8" O.C.
WITH SPECIFIED
FASTENERS
MOD BIT UNIVERSAL
CORNER
MOD BIT FLASHING
MEMBRANE
INSULATION
FASTENERS APPROX. 8" O.C.
CAP FLASHING PLY 9" MIN.
ON FIELD
BASE FLASHING PLY 6" MIN.
ON FIELD, WRAP UP AND
OVER NAILER
CANT STRIP
MODIFIED MEMBRANE
BASE PLY
FLEXIBLE WATERPROOF
MEMBRANE
COUNTERFLASHING
EXPANSION FASTENER
SEALANT PER SPECS
COVERBOARD
INSULATION
PLYWOOD DECKING
8" MIN. NOTE:
REFERENCE SPECIFICATIONS FOR SURFACING, MEMBRANE ADHESIVE TYPE, AND
INSULATION/COVER BOARD TYPE AND ATTACHMENT METHOD
(2) 1/4" X 2 3/4" TITEN HD W/
COUNTERSUNK HEAD @
16" CC W/ FULL EMBED.
(ICC-ES ESR-1056)
PT 2X12
NOTE: ALL WOOD SHALL
BE P.T. WHEN IN
CONTACT WITH CMU
UNISTRUT FRAMING
KYNAR FINISHED
METAL SIDING EQUAL
TO TREMLOCK T-238
OR APPROVED
EQUAL (07410)
HOLD 3" ABOVE
ROOFING
1'-6"
+8'-8"
T.O. CMU
TREMCO ROOFING
ASSEMBLY
SECTION VIEW
JOIST
UNISTRUT
(E) CMU MURAL WALL
(N) CMU WALL
TOP VIEW
8'-8" EX SI T NI G WALL
T.O. FRAMING/CMU
12'- 0"
(N) CMU WALL
TPA MEMBRANE STRIP
TPA COATED METAL DRIP
EDGE,
MECHANICALLY ATTACH
STAGGERED 3" O.C.
HEAT WELD TPA
MEMBRANE
SHEET METAL GUTTER
MECHANICALLY ATTACH
WOOD NAILER
TPA MEMBRANE
PERIMETER SHEET
FASTENED TO
SUBSTRATE
ROOF DECK
INSULATION
(WHERE SPECIFIED)
GUTTER SPACER 36" O.C.
STAGGERED ALTERNATELY
(18") WITH BRACKETS
GUTTER BRACKET 36" O.C.
NOTE:
1. ALL METAL SURFACES SHALL BE PRIMED BEFORE CONTACT WITH ANY ADHESIVE OR MASTIC.
TF TAPE
TPA APPROVED SEALANT
COUNTERFLASHING
PRESSURE BAR FASTENED
8" O.C.
FULLY ADHERED TPA FLASHING
MEMBRANE MUST BE UNDER
COUNTERFLASHING
TPA PLATES & SCREWS
HEAT WELDED LAP
TPA MEMBRANE SHEET
ROOF
INSULATION
ROOF DECK
NOTES:
1. FLASHING MUST BE A MINIMUM OF 8" HIGH. DO NOT COVER OR BLOCK WEEP HOLES WITH FLASHING OR SEALANT.
EXISTING METAL PARAPET
COVER
24 GA. FLASHING WITH HEM
SUBGIRT MIN. 22 GA GALVANIZED
STEEL (MAX. SPAVING 3' O.C.)
WALL PANEL
BASE TRIM
TWO PIECE COUNTERFLASHING
BASE FLASHING AS SPECIFIED
SUBGIRT
PLACEMENT
AT BOTTOM
OF BASE
TRIM
NOTE:
1. ALL TRIMS TO BE CONTRACTOR FABRICATED UNLESS
OTHERWISE SPECIFIED. 10"
TPA MEMBRANE
TPA WALK PAD
FEILD SEAM
HEAT WELDED OUTSIDE EDGE
TPA WALK PAD HEAT WELDED IN PLACE ALL 4
SIDES. DO NOT CROSS FEILD SEAMS. START
AND STOP WALK PAD INSTALLATION 2" FROM
FEILD SEAM.
ROOF DECK
INSULATION
T
R
H
I
A
C
TC
R
MO I
E E T
B
IC L
E
W
N
P
R IENSA
D
Ren. 9/30/23
No. C 30345 H CALIF
A
OR
I N
S
OF
T
TA
E
PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:31:37 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A10.7.2
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
ROOF DETAILS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
MEMBRANE ROOF ASSEMBLY 1 1/2" = 1'-0"
1 PARAPET TO ROOF 3" = 1'-0"
2 CRICKET 3" = 1'-0"
3 ROOF TRANSITIONS 1 1/2" = 1'-0"
4 ROOF WALKWAY PADS 1/2" = 1'-0"
5 HORIZONTAL PIPE SUPPORT 1 1/2" = 1'-0"
6 CURB DETAIL 3" = 1'-0"
7 CURB FLASHING @ CORNER 12" = 1'-0"
8 2-PLY ROOFING AT CMU 1 1/2" = 1'-0"
9 NO. REMARKS DATE
1 1/2" = 1'-0"
REF: 8 / A4.1
EQUIPMENT SCREEN 12
WALL COUNTERFLASHING 1 1/2" = 1'-0" 15 ROOF EDGE WITH GUTTER 3/4" = 1'-0" 10 1/8" = 1'-0" 14
WALL PANEL WITH EXISTING
PARAPET
WELDING PAD 3/4" = 1'-0" 20
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
2'-0"
1'-6"
CLEAR AT INTERIOR
DOORS
CLEAR AT EXTERIOR
DOORS
FRONT APPROACH
PULL SIDE
PUSH SIDE
FRONT APPROACH
PROVIDE THIS
ADDITIONAL SPACE
IF DOOR IS
EQUIPPED WITH
BOTH A LATCH AND
CLOSER
1'-0"
5'-0" 4'-0"
U.O.N.
4" MIN.
NOTES:
1. REFER TO PROFILES.
2. ALL HOLLOW METAL FRAME/JAMBS SHALL BE
CUT FOR STANDARD UNIT LOCK STRIKES 3/4"
HIGH.
3. FRAME DIMENSIONS ARE FROM FINISH
PAVING. FRAME DIMENSIONS MAY VARY DUE
TO FINISH MATERIALS.
4. SEE 'RATING' ON DOOR SCHEDULE FOR
REQUIRED RATED DOORS.
5. VERIFY ALL DOOR AND FRAME OPENING
SIZES AND WALL AND DOOR FRAME WIDTHS
ON SITE.
6. PER CBC 715.4, APPROVED FIRE DOOR
HARDWARE AND FIRE DOOR FRAMES
INCLUDING THE ANCHORAGE THEREOF
SHALL BE INSTALLED IN ACCORDANCE WITH
THEIR LISTING.
7. ADHERE TO UL 10C OR NFPA 252 FOR
INSTALLATION OF DOOR FRAMES.
8. UNDERCUT ALL DOORS TO CLEAR FLOOR
FINISH BY 1/4" EXCEPT AT RATED DOORS
BOLT-IN-Z FLOOR CLIP STUD CAP
TYP. MULLION &
HEAD WELD
D C B A
STUD WIDTH
1"
ANCHOR CLIP 16 GA. W/
(2) #10 X 2 1/2" WOOD
SCREW AT EA. LEG, 2"
MIN. EMBED
5"
1 1/2"
3/8" DA. HILTI
KB-TZ2 @ 3"
O.C. W/ 2 1/4"
EMBEDMENT
16 GA. 'L'
5"
ANCHOR SPACING PER TYPICAL
HM FRAMES DETAIL
SEE FLOOR PLAN FOR STUD SIZES.
OVERLAP HM FRAME AND GYP. BD.
BY 1/2"
3 ANCHORS PER JAMB. NOT TO
EXCEED 24" O.C. PUNCH AND DIMPLE FOR
3/8" BOLTS AND PROVIDE 'Z' SPACERS AT
EA. BOLTS, SHIELDS, SHIMS, ETC.AND 2 AT
HEAD, NOT TO EXCEED 24" O.C. FOR
CONNECTION AT CMU
NOTE:
FOR ADDITIONAL
INSTALLATION INFORMATION,
SEE SPECIFICATIONS
16 GA. 'Z'
(1"x1 1/4"x1")
3/8" DIA. HILTI HLC-FPH S.S.
SLEEVE ANCHORS W/ 1-1/2" MIN.
EMBED. AND 10 FT-LBS TORQUE
3"
MIN
1/16
3 SIDES
1/16
1/16
3 SIDES
1/16
TYP.
11 / A10.8
SEALED CONCRETE
1/2" MAX. @ 1:2 MAX. SLOPE
ROPPE #42 CUSTOM
CARPET EDGING 3/16",
CARPET TO CONCRETE
REDUCER TO MATCH ADJ.
WALL BASE
CARPET FLOORING
DOOR, WHERE OCCURS
A CARPET / SEALED CONCRETE
SEALED CONCRETE
EPOXY / SEALED CONCRETEB
0"
CONCRETE SLAB
EPOXY FLOORING
DOOR, WHERE OCCURS
CONCRETE SLAB
ROPPE #22 REDUCER
STRIP 1/8" TO MATCH
ADJ. WALL BASE
NOTE: REFER TO ROOM
FINISH SCHEDULE FOR
INDIVIDUAL ROOM
FLOOR FINISHES
LVT
C EPOXY / LVT
EPOXY FLOORING
DOOR, WHERE OCCURS
CONCRETE SLAB
ROPPE #65 ROLLING
TRAFFIC TRANSITION 1/4"
TO 1/8" TRANSITION
REDUCER TO MATCH
ADJ. WALL BASE
SEALED CONCRETE
D LVT/ SEALED CONCRETE
LVT FLOORING
DOOR, WHERE OCCURS
CONCRETE SLAB
ROPPE #24 REDUCER
STRIP 1/4" TO MATCH
ADJ. WALL BASE
THICKNESS OF WALL
LOCATION OF WELDED ANCHORS AND ATTACHMENTS:
1. JAMBS: 6" FROM TOP OF FRAME, 9" FROM BOTTOM OF FRAME, 24" MAX. O.C.
2. HEAD: 6" FROM EACH END OR FRAME, 24" MAX. O.C.
3. FOR FURTHER HM FRAME DETAILS SEE
2 14 GA. FRAME
" 1/2"
2" 2"
FRAME WIDTH
1"
MATERIALS ± 1/8"
THICKNESS
OF DETAILED 1"
WALL FRAME
EXTERIOR
FRAMES
INTERIOR
FRAMES
16 GA. WELDED STUD
CAP ANCHOR
16 GA. FRAME
16 GA. WELDED STUD
CAP ANCHOR
FRAME FLANGE AT
EXTERIOR FACE. AT
EXTERIOR DOORS, FLANGE
AT HEAD AND JAMB ONLY.
OMIT FLANGE AT BOTTOM
3 1/2" OF DOOR JAMBS
1" 2"
FACE OF GYP. BD. OR
FINISH AS SCHEDULED
M
NI .
1"
2" 2"
FACE OF EXT. FINISH
2 / A10.8
REMOVE TOP 1/2" OF
EXPANSION MATERIAL
(NOT TO EXCEED JOINT
WIDTH) AND FILL WITH
SEALANT
WEATHERSTRIP
EXTERIOR
DOOR, AS SCHEDULED
1/4" x 2 3/4" FLAT
HEAD CONCRETE
ANCHORS 12" O.C.
MAX. 3" FROM END
1/2" EXPANSION
JOINT
DOOR SWEEP
THRESHOLD, SET
IN FULL BED OF
SEALANT
INTERIOR
2% MAX. SLOPE,
SLOPE AWAY FROM
BLDG., PAVEMENT
1/4" LOWER THAN
INTERIOR T.O.S. TYP,
U.N.O.
MAX. SLOPE,
BOTH SIDES
BOTH SIDES
1 2
0"
SLAB DEPRESSION
WHERE OCCURS
PER SLAB PLAN
2"
ENLARGEMENT AT TRANSITION
1" M
AX.
1/4" MAX. @ 1:12
SLOPE
1/4" MAX.
VERTICAL
* *
1/2" M
AX.
NOTE:
1. THRESHOLD TO BE: PEMKO
THRESHOLD 2727 - OFFSET
SADDLE THRESHOLD
ALIGN
HEADER, SEE STRUCTURAL
DWGS.
GYPSUM BOARD AS
SCHEDULED, BOTH SIDES -
FINISH PER FINISH
SCHEDULE
HOLLOW METAL
FRAME, SEE DETAIL
DOOR AS SCHEDULED
11 A10.8
HOLLOW METAL
FRAME ANCHOR AT
JAMB CONDITION, SEE
DETAIL
2 A10.8
WALL FRAMING AS
SCHEDULED
INSULATION AS
SCHEDULED
DOOR OPENING
SEE SCHEDULE
SCHEDULED DOOR
1/8" THICK ALUMINUM PLATE -
BRIGHT NATURAL FINISH.
POLISH EDGES TO MATCH
FACE
1" RADIUS, TYPICAL
1" LONG STAINLESS STEEL
COUNTERSUNK SCREWS
2" 8"
1'-2" 4'-0"
1" 10"
1" VARIES 1"
1" 1"
1" EQ. EQ. EQ. 1"
FIGURE D
FIGURE B
FIGURE A
FIGURE C
1. INDIVIDUALLY FLASH ALL EXTERIOR OPENINGS FOR FIXTURES SUCH AS WINDOWS, DOORS, AND VENTS TO MAKE THEM WATER TIGHT. PENETRATION
FLASHING MATERIAL SHALL BE BARRIER COATED REINFORCED AND SHALL PROVIDE 4 HOUR MIN. PROTECTION FROM WATER PENETRATION WHEN TESTED IN ACCORDANCE WITH ASTM D-779. SEALANT SHALL COMPLY TO FF T-S- 1657. IN
HIGH WIND AREAS A WATERPROOF SHEET MEMBRANE SHALL BE USED OVER SOLID BACKING.
2. APPROVED FLASHING MATERIAL SHALL BE AT LEAST 9" WIDE. FLASHING SHALL
BE APPLIED IN A WEATHERBOARD FASHION AROUND THE FULL PERIMETER OF THE OPENING.
3. APPLY THE FIRST STRIP HORIZONTALLY IMMEDIATELY BELOW THE SILL, CUT IT
SUFFICIENTLY LONG TO EXTEND PAST EACH SIDE OF THE WINDOW, SO THAT IT PROJECTS BEYOND THE VERTICAL FLASHING TO BE APPLIED LATER. FASTEN
THE TOP EDGE OF THE SILL FLASHING TO THE FRAMING, BUT DO NOT FASTEN
THE LOWER EDGE, SO THE WEATHER-RESISTIVE BARRIER APPLIED LATER MAY BE SLIPPED UP AND UNDERNEATH THE FLASHING IN WEATHERBOARD FASHION. (SEE FIGURE A)
4. NEXT, FASTEN STRIPS OF FLASHING AT EACH VERTICAL EDGE (JAMB) OF THE OPENING. RUN THIS FLASHING BEYOND THE SILL FLASHING AND ABOVE WHERE THE HEAD FLASHING WILL INTERSECT. (SEE FIGURE B)
5. APPLY A CONTINUOUS SEAL TO THE BACKSIDE (INTERIOR) OF THE MOUNTING
FLANGE NEAR THE OUTER EDGE OR A CONTINUOUS SEAL TO THE PERIMETER
OF THE OPENING AT A POINT TO ENSURE CONTACT WITH THE BACKSIDE (INTERIOR) OF THE MOUNTING FLANGE. (SEE FIGURE C)
6. FOR FIXTURES WITHOUT A NAIL-ON-FLANGE THE FLASHING SHALL BE 12" MIN.
WIDE AND EXTEND INTO THE ROUGH FRAME AT THE SILL AND JAMB IN A WEATHERBOARD FASHION.
7. THE FIXTURE SHALL THEN BE INSTALLED.
8. NEXT, APPLY A CONTINUOUS SEAL AT THE TOP (HEAD) MOUNTING FLANGE OR G.S.M. HEAD FLASHING AND EMBED THE BOTTOM OF THE HEAD FLASHING OVER THE SEALANT AND THE MOUNTING FLANGE OR G.S.M. FLASHING. CUT THIS
FLASHING SUFFICIENTLY LONG SO THAT IT WILL EXTEND BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. (SEE FIGURE D)
9. APPLY REMAINING WEATHER-RESISTIVE BARRIER IN A WEATHERBOARD
FASHION WITH THE SILL FLASHING LAPPING OVER THE TOP, AND THE HEAD AND JAMB FLASHING BELOW.
10. BASED UPON INDUSTRY STANDARDS APPROVED BY THE CALIFORNIA ASSOCIATION OF WINDOW MANUFACTURERS, (CAWM).
SILL FLASHING
HEADER
OPENING
HEADER
OPENING
HEADER
ROUGH IN
OPENING
WDW. FRAME
JAMB FLASHING
APPLY CONTINUOUS
SEALANT BEAD TO
PERIMETER OF OPENING
EXTEND JAMB FLASHING
BEYOND SILL FLASHING
APPLY CONTINUOUS
SEALANT BEAD ALONG
TOP MOUNTING FLANGE
OR G.S.M. FLASHING.
EMBED HEAD FLASHING
INTO SEALANT
SILL FLASHING OVER
BUILDING PAPER
HEAD FLASHING UNDER
BUILDING PAPER
SQUARE AND LEVEL
FRAMING
WALL SHEATHING (WHERE
OCCURS) SHALL HAVE
EDGES FLUSH W/ FRAME
OPENING
SILL FLASHING
JAMB FLASHING
EXTEND JAMB FLASHING
BEYOND SILL FLASHING
SILL FLASHING
SOLID GROUT DOOR FRAME,
SEE DOOR SCHEDULE
CONT. SEALANT
DOOR, SEE DOOR
SCHEDULE
(E) CMU WALL
20 GA FLASHING
W/ DRIP EDGE
16 GA. MASONRY
ANCHOR TIES, MIN. 2
EACH HEAD PER
MFR. REQ., SEE 27/-
EXTERIOR INTERIOR
INTERIOR
EXTERIOR
CONT. SEALANT
TO MATCH DOOR
(E) CMU WALL
16 GA. MASONRY ANCHOR
TIES, MIN. 3 EACH JAMB PER
MFR. REQ. SEE DETAIL 27/-
FULLY GROUTED
FRAME , SEE DETAIL
DOOR, SEE DOOR
SCHEDULE
INTERIOR
EXTERIOR
HEADER, SEE STRUCTURAL
DWGS.
PLYWOOD SHEATHING
FIBER CEMENT TRIM
PAINTED PER EXT. ELEVS.
PER DETAIL
G.S.M. 'Z' FLASHING
METAL DOOR TOP DRIP AT
FRAME
WEATHERSTRIP
DOOR AS SCHEDULED
GYPSUM BOARD AS
SCHEDULED
HOLLOW METAL FRAME,
SEE DETAIL
SEALANT
HOLLOW METAL FRAME
ANCHOR, SEE DETAIL
INTERIOR
EXTERIOR
DOUBLE STUDS AT JAMB
PLYWOOD SHEATHING
FIBER CEMENT TRIM
PAINTED PER EXT. ELEVS.
PER DETAIL
WEATHERSTRIP
DOOR AS SCHEDULED
HOLLOW METAL FRAME AS
SCHEDULED
CAULKING
CAULKING
HOLLOW METAL
FRAME ANCHOR,
SEE DETAIL
3'-2"
2"
4'-0"
1 3/8"
CLERK'S SIDE
CASHIER WINDOW
CRL P/N SCW103N
PLEXIGLASS
HEADER, SEE STRUCTURAL
DWGS.
5/8" GYPSUM BOARD AS
SCHEDULED, BOTH SIDES -
FINISH PER FINISH
SCHEDULE
PLEXIGLASS
WALL FRAMING AS
SCHEDULED
INSULATION AS
SCHEDULED
BREAK ROOM/OFFICE/LIFEGUARD
INTERIOR
ENTRY/VESTIBULE
#10 WOOD SCREWS @ 12"
O.C. MAX. STAGGERED, 2"
MIN. EMBED.
J-MOLD
PLEXIGLASS WITH
SLIDE UP DOOR.
5/8" GYPSUM BOARD
SEALANT OVER BACKER ROD
1' - 11 1/4" 10 3/4"
SHELF, FOR DETAILS
REFER TO
BREAK ROOM/
LIFEGUARD/OFFICE INTERIOR
INTERIOR
VESTIBULE/ENTRY
34" MAX. A.F.F.
NOTE:
1. WHERE COUNTERS OR
TELLER WINDOWS HAVE
SECURITY GLAZING TO
SEPARATE PERSONNEL
FROM THE PUBLIC, A
METHOD TO FACILITATE
VOICE COMMUNICATION
SHALL BE PROVIDED.
TELEPHONE HANDSET
DEVICES, IF PROVIDED,
SHALL COMPLY WITH
SECTION 11B-704.3.
2. OPERABLE PARTS SHALL
COMPLY WITH SECTION
11B-309. REFER TO
1 1/4"
GLAZING, SEE WINDOW
SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL DWGS
5/8" GYPSUM BOARD
BACKER ROD AND SEALANT
2" 2 3/4"
HOLLOW METAL FRAME,
SEE
STUD WALL PER WALL
TYPES
5/8" GYPSUM BOARD
2X FURRING PER WALL TYPE
NOTE:
1. HOLLOW METAL FRAME AND ALUMINUM FRAME MUST BE SEPARATED BY
POLYPROPLENE TAPE TO PREVENT CORROSION
#10x2-1/2" SS SCREWS, 3"
FROM CORNERS AND 12" OC
BITUMINOUS WATERPROOF
MEMBRANE, RETURN FULL
WIDTH OF OPENING
REMOVE TOP 1/2" OF
EXPANSION
MATERIAL (NOT TO
EXCEED JOINT
WIDTH) AND FILL
WITH SEALANT
SLOPE CONCRETE
AWAY FROM DOOR, TYP.
ROLL-UP DOOR AS
SCHEDULED
INTERIOR
EXTERIOR
ASSA ABLOY PEMKO
THRESHOLD 168,
19325 AND 273
1'-1 1/2" V.I.F.
1/4" FLOOR OFFSET
2X4 ALUMINUM FRAME
FLAME BAFFLE
SQUARE HOOD
(E) WALL FRAME
2" 9"
18 GA. SATIN FINISH STAINLESS
STEEL WALL END GUARDS, FULL
HEIGHT OF OPENING WITH ALL
EDGES DEBURRED AND CORNERS
ROUNDED, BY RETAIL SPECIALTY INC.
OR APPROVED EQUAL
1/4" THRU BOLTS @ 12" OC,
NOTCH GYP. AROUND BOLT
HEAD TO PROVIDE FLAT
FINISHED SURFACE, THRU
ANCHOR POINTS PROVIDED
BY MFR
4X12 HEADER
ROLL UP DOOR
CURTAIN, BY MFR
WALL FRAMING
PER PLAN
ROLL UP DOOR JAMB,
BY MFR
18 GA. SATIN FINISH
STAINLESS STEEL WALL
END GUARDS, FULL
HEIGHT OF OPENING WITH
ALL EDGES DEBURRED
AND CORNERS ROUNDED,
ONE ON EACH SIDE OF
SEISMIC CAP COVER, BY
RETAIL SPECIALTY INC. OR
APPROVED EQUAL
#12 SHEET METAL SCREWS
@ 18" O.C. ROLL UP DOOR
JAMB EA. SIDE , 3" MIN.
EMBED. INTO STUD
T
R H
I
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TC
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MO
I E
E
T
B
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W N P
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ENS
A
D
Ren. 9/30/23
No. C 30345
H
CALIF
A
OR I N
S
OF
T TA E
PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:31:41 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A10.8
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
DOOR AND WINDOW
DETAILS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
TYPICAL DOOR CLEARANCES 1/2" = 1'-0" 1
TYPICAL HM DOOR AND FRAME DETAILS 12" = 1'-0" 2
INTERIOR FLOOR TRANSITIONS 3" = 1'-0" 5
TYPICAL HM FRAMES 3" = 1'-0" 11
SILL AT EXTERIOR DOOR 3" = 1'-0" 10
HEAD/JAMB AT INTERIOR DOOR 3" = 1'-0" 3
ALUM. KICK & PUSH PLATES 3/4" = 1'-0" 6
FLASHING AT EXT. WALL OPENINGS 1/4" = 1'-0" 18 DOOR HEAD AT CMU 3" = 1'-0" 13 HM DOOR JAMB AT CMU 3" = 1'-0" 14
3" = 1'-0" 8
HEAD @ EXT. DOOR @ HORIZONTAL
FIBER CEMENT SIDING
3" = 1'-0" 9
JAMB @ EXT. DOOR @ HORIZONTAL
FIBER CEMENT SIDING
TICKET WINDOW 1" = 1'-0" 15
NO. REMARKS DATE
TICKET WINDOW HEAD 3" = 1'-0" 21
3" = 1'-0"
REF: 1 / A9.1
TICKET WINDOW SILL 22
3" = 1'-0"
REF: 1 / A9.1
INT. TICKET WINDOW JAMB 26
EXTERIOR ROLL-UP DOOR SILL 3" = 1'-0" 25
ROLL-UP DOOR AT HEAD 1 1/2" = 1'-0" 23
ROLL-UP DOOR AT JAMB 3" = 1'-0" 24
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
58" M NI . - 60" MAX. A F. F. .
PROVIDE ACCESSIBLE
SIGNAGE AT ALL RESTROOMS,
SEE DETAILS
SURFACE MOUNTED ROOM
CONTROL SIGNAGE WITH
LETTERING AND BRAILLE TO
ILLUSTRATE INFORMATION
INDICATED ON SYMBOL AT
CORRELATING DOOR STRIKE
SIDE OF DOOR, TYP.
SCHEDULED DOOR AND FRAME
9" MIN.
23 A10.10.1
21 A10.10.1
22 A10.10.1
FOR SIGNAGE MOUNTING
HEIGHT REQUIREMENTS,
SEE DETAIL
8 A10.10.1
MOUNT AT VERTICAL
CENTERLINE OF DOOR
THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED NOTE: FOR ADDITIONAL INFORMATION SEE
PHOTOPOLYMER SIGN, TYP 6
A10.10.1
1" HIGH LETTERS ON A
CONTRASTING BACKGROUND PER
CBC 1010.2.4 ITEM 8.3
BLUE BACKGROUND
1/4" WHITE BORDER
1/2" CORNER RADIUS
1" 5" 1"
1" 5" 1"
6"
6"
NOTE: FOR SIGNAGE
KEYNOTE LEGEND AND
SIGNAGE GENERAL NOTES,
SEE DETAIL
2 A10.10.1
60" MAX.
A.F.F.
INTERNATION SYMBOL OF
ACCESSIBILITY PICTOGRAM
IN WHITE
ROOM
NAME
123
2"
8"
2"
7"
1 2A43
6 NOTE: FOR SIGNAGE
KEYNOTE LEGEND AND
SIGNAGE GENERAL NOTES,
SEE DETAIL
2 A10.10.1
1"
THREE LINES OF TEXT
NAME
123
2"
8"
2"
5"
1 2A43
6 1"
TWO LINES OF TEXT
NAME
2"
8"
3"
1 2A43
6 1"
SINGLE LINE OF TEXT
3"
7"
0"
RESTROOM
41 NOTE: FOR SIGNAGE
KEYNOTE LEGEND AND
SIGNAGE GENERAL NOTES,
SEE DETAIL
2 A10.10.1
2A
12" DIAMETER
EQUILATERAL TRIANGLE NOTE: FOR SIGNAGE
KEYNOTE LEGEND AND
SIGNAGE GENERAL NOTES,
SEE DETAIL
2 A10.10.1
8B
9 DISTANCE BETWEEN
CORRESPONDING DOTS IN ADJACENT
CELLS
DISTANCE BETWEEN DOTS IN SAME
CELL
SINGLE BRAILLE CELL
RAISED DOT
BASE
DIAMETER
NO RAISED
DOT
BLANK BRAILLE CELL
BETWEEN WORDS
DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW
DISTANCE BETWEEN DOTS IN THE SAME CELL
FIGURE 11B-703.3.1
BRAILLE MEASUREMENT
CROSS SECTION VISUAL/TACTILE CHARACTERS TACTILE LETTER SPACING 1/8" TO 3/8" SPACE
BETWEEN TOP
SURFACES OF
TACTILE LETTERS
RECTANGULAR BEVELED ROUNDED
CHARACTER SPACING
WIDTH TO
HEIGHT RATIO
STROKE TO
HEIGHT RATIO
60% - 110%
SEE NOTE (A)
15% MAX
SEE NOTE (B)
FONT RATIO
NOTE:
(A) "O" IS 60 PERCENT MINIMUM AND 110
PERCENT MAXIMUM OF THE HEIGHT OF
THE UPPERCASE "T"
(B) STROKE THICKNESS OF THE
UPPERCASE LETTER "I" SHALL BE 15
PERCENT MAXIMUM OF THE HEIGHT OF
THE CHARACTER
0% WHITE ON
100% BACKGROUND
0% WHITE ON
70% BACKGROUND
30% TEXT
CONTRAST TO
100% BACKGROUND
15% TEXT
CONTRAST TO
85% BACKGROUND
MINIMUM 70% CONTRAST DIFFERENCE BETWEEN
CHARACTERS/GRAPHICS AND BACKGROUND
CONTRAST
TABLE 11B-703.3.1
BRAILLE DIMENSIONS
MEASUREMENT RANGE
DOT BASE DIAMETER
DISTANCE BETWEEN TWO DOTS IN
THE SAME CELL *
DISTANCE BETWEEN CORRESPONDING
DOTS IN ADJACENT CELLS *
DOT HEIGHT RANGE
DISTANCE BETWEEN
CORRESPONDING DOTS FROM ONE
CELL DIRECTLY BELOW *
* MEASURED CENTER TO CENTER
MINIMUM IN INCHES
MAXIMUM IN INCHES
0.059" (1.5MM) TO 0.063" (1.6MM)
0.100" (2.5MM)
0.300" (7.6MM)
0.025" (0.6MM) TO 0.037 (0.9MM)
0.395" (10MM) TO 0.400" (10.2MM)
3" 6"
6"
WOMEN
0"
451
NOTE: FOR SIGNAGE
KEYNOTE LEGEND AND
SIGNAGE GENERAL NOTES,
SEE DETAIL
2 A10.10.1
2A67
3" 6"
6"
MEN
0"
451
NOTE: FOR SIGNAGE
KEYNOTE LEGEND AND
SIGNAGE GENERAL NOTES,
SEE DETAIL
2 A10.10.1
2A67
12"
6"
71 NOTE: FOR SIGNAGE
KEYNOTE LEGEND AND
SIGNAGE GENERAL NOTES,
SEE DETAIL
2 A10.10.1
8A
9 EQUILATERAL TRIANGLE 12" TYP.
6"
NOTE: FOR SIGNAGE
KEYNOTE LEGEND AND
SIGNAGE GENERAL NOTES,
SEE DETAIL
2 A10.10.1
71 8A9
MAXIMUM
OCCUPANCY
XXX
9"
6"
1 2A43
1"
NOTE: FOR SIGNAGE
KEYNOTE LEGEND AND
SIGNAGE GENERAL NOTES,
SEE DETAIL
2 A10.10.1
1/32" RAISED TEXT, CENTER JUSTIFIED ON PLAQUE
TEXT STYLE: HELVETICA, ALL CAPS
TEXT HEIGHT: 3/4" U.O.N.
TEXT COLOR:
2A
INTERNATIONAL SYMBOL OF ACCESSIBILITY PICTOGRAM
COLOR:
2B
EXTRUDED CLEAR ACRYLIC SIGN WITH A NON GLARE BACKGROUND OF 70%
CONTRASTING COLOR TO TEXT AND ONE PIECE CONSTRUCTION PER
SPECIFICATIONS
BACKGROUND COLOR:
THICKNESS: 1/4"
3 1/32" RAISED TEXT, LEFT JUSTIFIED ON PLAQUE
TEXT STYLE: HELVETICA, ALL CAPS
TEXT HEIGHT: 3/4" U.O.N.
TEXT COLOR:
4 CALIFORNIA ROUNDED TOP CONTRACTED GRADE 2 BRAILLE BELOW RAISED TEXT (11B-703.3.2). DISTANCE FROM BOTTOM OF RAISED LETTERS TO TOP OF BRAILLE CHARACTERS SHALL BE 3/8" MINIMUM AND 1/2" MAXIMUM. BRAILLE TO BE CENTER JUSTIFIED OR LEFT JUSTIFIED TO MATCH RAISED TEXT. FOR MORE INFORMATION ON
BRAILLE REQUIREMENTS, SEE DETAIL
VERIFY ROOM NAMES AND NUMBERS PRIOR TO FABRICATION
10 LETTERS PER LINE, MAXIMUM
516
SIGNAGE GENERAL NOTES
SIGNAGE KEYNOTES
1. FOR TYPICAL MOUNTING DISTANCE FROM DOOR FRAME,
SEE DETAIL
2. FOR MOUNTING ATTACHMENTS, SEE DETAIL
3. FOR SIGNAGE MOUNTING HEIGHT REQUIREMENTS,
SEE DETAIL
4. SIGNS AND IDENTIFICATION DEVICES SHALL BE FIELD INSPECTED
AFTER INSTALLATION AND APPROVED BY THE ENFORCING AGENCY
PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY PER CBC CHAPTER 1, DIVISION II, SECTION 111, OR FINAL APPROVAL WHERE NO CERTIFICATE OF OCCUPANCY IS ISSUED. THE INSPECTION
SHALL INCLUDE, BUT NOT BE LIMITED TO, VERIFICATION THAT BRAILLE
DOTS AND CELLS ARE PROPERLY SPACED AND THE SIZE, PROPORTION
AND TYPE OF RAISED CHARACTERS ARE IN COMPLIANCE WITH THESE REGULATIONS (CBC 11B-703.1.1.2).
6 / A10.10.1
5 / A10.10.1
7 / A10.10.1
1/8" WIDE RAISED DECORATIVE STRIPE
COLOR TO MATCH TEXT
8 / A10.10.1
7 RAISED PICTOGRAM
COLOR:
8A CONTRAST 70% WITH DOOR COLOR 9 PROVIDE EASED OR ROUNDED EDGES A 1/16" MIN. OR CHAMFERED AT 1/8" MAX. VERTICES SHALL BE RADIUSED BETWEEN 1/8" MINIMUM AND 1/4" MAX. 8B 1/4" THICK, 12" DIA. CIRCLE WITH A 1/4" THICK EQUILATERAL TRIANGLE
SYMBOL SUPERIMPOSED ON AND GEOMETRICALLY INSCRIBED WITHIN THE 12" DIA. CIRCLE SYMBOL. VERTICES OF THE TRIANGLE SYMBOL SHALL BE LOCATED 1/4" MAX. FROM THE EDGE OF THE CIRCLE SYMBOL WITH A VERTEX POINTING UPWARD. TRANGLE SYMBOL SHALL CONTRAST THE COLOR OF THE CIRCLE SYMBOL. CIRCLE SYMBOL SHALL CONTRAST 70% THE DOOR COLOR.
TRIANGLE COLOR:
CIRCLE COLOR:
HM OR STOREFRONT
DOOR FRAME LATCH SIDE
WHEN SIGNAGE DOES
NOT OCCUR ON BOTH
SIDES OF GLASS, PROVIDE
BLANK COVER PLATE TO
MATCH SIZE OF SIGNAGE
ON OPPOSITE SIDE OF
SCHEDULED SIGNAGE
FIXED GLASS AS
SCHEDULED
FACE OF WALL OR DOOR
FINISH, AS SCHEDULED
SIGNAGE AS SCHEDULED,
ATTACH WITH
MECHANICAL FASTENERS
GLASS MOUNTED SIGN
WALL OR DOOR MOUNTED SIGN
SIGNAGE AS SCHEDULED,
ATTACH TO GLAZING WITH
CONSTRUCTION ADHESIVE
4" *
6" *
EXIT
*AT GLASS LOCATIONS
WHERE ROOM ID SIGN IS
ON OPPOSITE SIDE, MATCH
SIZE OF ROOM ID SIGN
1 2A
1"
3 4
NOTE: FOR SIGNAGE
KEYNOTE LEGEND AND
SIGNAGE GENERAL NOTES,
SEE DETAIL
2 A10.10.1
4"
6"
EXIT
ROUTE
1 2A43
1"
NOTE: FOR SIGNAGE
KEYNOTE LEGEND AND
SIGNAGE GENERAL NOTES,
SEE DETAIL
2 A10.10.1
4"
6"
NOT AN
EXIT
NOTE: FOR SIGNAGE
KEYNOTE LEGEND AND
SIGNAGE GENERAL NOTES,
SEE DETAIL
2 A10.10.1
1 2A43
1"
60" MAX. A.F.F.
BASELINE OF HIGHEST
LINE OF TEXT
PER S GI NAGE TYPE
PER SIGNAGE TYPE
TEXT
123
1"
48" MIN. A.F.F.
BASELINE OF LOWEST
BRAILLE CELLS
TEXT AS SCHEDULED PER
SIGNAGE TYPE. SPACING
BETWEEN BASELINES OF
SEPARATE LINES OF
RAISED CHARACTERS
WITHIN A MESSAGE SHALL
BE 135% MINIMUM AND
170% MAXIMUM OF RAISED
CHARACTER HEIGHT
(CBC 11B-703.2.8)
BRAILLE CHARACTERS
AS SCHEDULED PER
SIGNAGE TYPE
4"
6"
EXIT RAMP
DOWN
1 2A43
1/2"
NOTE: FOR SIGNAGE
KEYNOTE LEGEND AND
SIGNAGE GENERAL NOTES,
SEE DETAIL
4"
6"
EXIT STAIR
DOWN
1 2A43
1/2"
NOTE: FOR SIGNAGE
KEYNOTE LEGEND AND
SIGNAGE GENERAL NOTES,
SEE DETAIL
T
R
H
I
A
C
TC
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MO I
E E T
B
IC L
E
W
N
P
R IENSA
D
Ren. 9/30/23
No. C 30345 H CALIF
A
OR
I N
S
OF
T
TA
E
PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:31:47 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A10.10.1
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
SPECIALTIES
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
ROOM CONTROL SIGNAGE 1/2" = 1'-0"
6 ABOVE DOOR SIGNAGE 12" = 1'-0" 10
ACCESSIBILITY SIGNAGE 3" = 1'-0"
9 ROOM ID SIGNAGE 3" = 1'-0" 12
UNISEX DOOR SIGNAGE 3" = 1'-0" 23 UNISEX WALL MOUNTED SIGNAGE 3" = 1'-0" 18 SIGNAGE DESIGN REQUIREMENTS 1 1/2" = 1'-0"
5 WOMEN WALL MOUNTED SIGNAGE 3" = 1'-0" 16
MEN WALL MOUNTED SIGNAGE 3" = 1'-0" 17
WOMEN DOOR SIGNAGE 3" = 1'-0" 21
MEN DOOR SIGNAGE 3" = 1'-0" 22
MAXIMUM OCCUPANCY SIGNAGE 3" = 1'-0" 19
SIGNAGE MOUNTING TYPES 1" = 1'-0"
7 TYPICAL SIGNAGE NOTES 12" = 1'-0"2
EXIT SIGNAGE 3" = 1'-0" 13
EXIT ROUTE SIGNAGE 3" = 1'-0" 14
NOT AN EXIT SIGNAGE 3" = 1'-0" 15
SIGNAGE MOUNTING HEIGHTS 6" = 1'-0"
8 EXIT RAMP DOWN SIGNAGE 3" = 1'-0" 24
EXIT STAIR DOWN SIGNAGE 3" = 1'-0" 25
NO. REMARKS DATE
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
KEY FIXTURE
GRAB BAR
MIRROR
ACCESSIBLE WATER CLOSET
LAVATORY (W/ INSULATED DRAIN)
TOILET PAPER DISPENSER
PAPER TOWEL DISPENSER
SEAT COVER DISPENSER
SOAP DISPENSER
SANITARY NAPKIN DISPENSER
SANITARY NAPKIN DISPOSAL
STANDARD WATER CLOSET
ACCESSIBLE URINAL
STANDARD URINAL
TOILET PARTITION
22 411 ?
10 203 ?
10 211 ?
10 215 ?
10 212 ?
22 410 ?
22 421 ?
22 420 ?
22 431 ?
10 221 ?
10 220 ?
10 228 ?
10 210 ?
10 201 ?
10 202 ? URINAL SCREEN
10 222 ? ELECTRIC HAND DRYER
ADULT DIMENSION
AGES 3-4 AGES 5-8 AGES 9-12
PER TABLE 11B-609.4 (2022 CBC)
SUGGESTED DIMENSION FOR CHILDREN
2022 CBC REFERENCES:
T: TABLE
S: SECTION
F: FIGURE
RECOMMENDED TOILET
ACCESSORIES MANUFACTURER
(BASIS OF DESIGN)
17" - 18" WHEEL CHAIR
17" - 19" AMBULATORY
12" 12" - 15" 15" - 18" T: 11B-604.9
34" MAX.
DIMENSION REFERENCE
CENTERLINE FROM WALL (TOILET OFFSET)
SEAT HEIGHT (TOP OF SEAT) 17" - 19" 11" - 12" 12" - 15" 15" - 17" T: 11B-604.9 TOP OF GRIPPING SURFACE 33" - 36" 18" - 20" 20" - 25" 25" - 27" T: 11B-604.9 BOBRICK 5806 (STRAIGHT GRAB BARS) OUTLET HEIGHT 19" MIN. AND BELOW GRAB BAR 14" 14" - 17" 17" - 19" T: 11B-604.9
S: 11B-604.7
BOBRICK B-2888 TOILET TISSUE
DISPENSER SURFACE MOUNTED
FURTHEST IN FRONT OF WATER CLOSET 7" MIN. - 9" MAX. TO CENTERLINE OF DISPENSER OPENING HEIGHT 19" MIN. AND BELOW GRAB BAR
BOBRICK B-254 SANITARY NAPKIN
DISPOSAL SURFACE MOUNTED
ABOVE FINISH FLOOR 40" MAX. TO CENTERLINE OF OPERABLE PART S: 11B-603.5 BOBRICK B-2111 SOAP DISPENSER
SURFACE MOUNTED
ABOVE FINISH FLOOR 40" MAX. TO CENTERLINE OF OPERABLE PART S: 11B-603.5 BOBRICK B-221 SEAT COVER
DISPENSER SURFACE MOUNTED
ABOVE FINISH FLOOR 40" MAX. TO CENTERLINE OF OPERABLE PART S: 11B-603.5 ABOVE FINISH FLOOR 40" MAX. TO CENTERLINE OF OPERABLE PART S: 11B-603.5 ABOVE FINISH FLOOR 40" MAX. TO CENTERLINE OF OPERABLE PART S: 11B-603.5
SINK RIM HEIGHT
27" MIN. (29" AT APRON
FOR LAVATORY)
SINK KNEE CLEARANCE
31" MAX.
S: 11B-606.2
S: 11B-606.3
S: 11B-606.2
F: 11B-306.3
PARALLEL
APPROACH
PERMITTED
AGE 5: PARALLEL
APPROACH PERMITTED
AGES 6-8: 24" MIN.
24" MIN.
RIM HEIGHT 17" MAX. S: 11B-605.2
PROJECTION 13 1/2" MIN. S: 11B-605.2
FLUSH CONTROL HEIGHT 44" MAX. S: 11B-605.4
TOE CLEARANCE 9" MIN. 12" MIN.
BOTTOM EDGE OF REFLECTING SURFACE
40" MAX. ABOVE LAVATORY OR COUNTERTOP
35" MAX. NOT ABOVE LAVATORY OR COUNTERTOP
S: 11B-603.3 BOBRICK B-290 MIRROR 24" X 30"
BOTTOM EDGE OF REFLECTING SURFACE 20" MAX. IN DRESSING, FITTING, & LOCKER ROOMS S: 11B-803.6 RIM HEIGHT 24"
22 403 ? HI-LO DRINKING FOUNTAIN HIGH SPOUT HEIGHT 38" MIN. - 43" MAX. S: 11B-602.7
LOW SPOUT APPROACH, HEIGHT, AND
LOCATION FROM FRONT EDGE OF THE UNIT
INCLUDING BUMPERS
FRONT APPROACH PER 11B-306,
36" MAX. A.F.F., AND 5" MAX.
FROM FRONT EDGE OF UNIT.
PARALLEL APPROACH IS PERMITTED IF SPOUT IS 30" MAX. A.F.F. & 3 1/2" MAX. FROM FRONT EDGE OF UNIT.
S: 11B-602.2 - EXCEPTION
S: 11B-602.4
S: 11B-602.5
OPERABLE PARTS 6" MAX. FROM FRONT EDGE OF UNIT S: 11B-602.3 PROJECTION 18" - 19" S: 11B-602.9
10 901 ? COAT HOOK ABOVE FINISH FLOOR 40" - 48" S: 11B-604.8.3 BOBRICK B-76717 ROBE HOOK NOTES:
1. ALL FIXTURES AND ACCESSORIES ARE ACCESSIBLE UNLESS OTHERWISE NOTED OR DIMENSIONED.
2. SEE ENLARGED TOILET PLAN DRAWINGS FOR TOILET ACCESSORY LOCATIONS.
3. ALL ACCESSORIES ARE TO BE ACCESSIBLE WITH A MAXIMUM REACH HEIGHT OF 3'-4" FROM FLOOR TO TOP OF FUNCTIONAL POINT.
4. ALL HEIGHT DIMENSIONS ARE A.F.F. (OR A.F.G. FOR EXTERIOR). ALL HORIZONTAL DIMENSIONS ARE TO FACE OF FINISH.
5. FOR TYPICAL ACCESSORY BACKING INFORMATION, SEE DETAIL 6 / A10.10.2 BOBRICK B-262 PAPER TOWEL
DISPENSER SURFACE MOUNTED
(3) 1/4" x 2" TAMPER-PROOF
WS
DOUBLE-EAR STIRRUP
BRACKET
TOILET PARTITION
4x4 WOOD BACKING w/ (1)
A34 EACH END, TOP AND
BOTTOM
WALL FINISH PER
SCHEDULE
WOOD STUD WALL
WALL FINISH - SEE
SCHEDULE AND WALL
TYPES
ACCESSORY
#12 x 3" W.S. IN PREDRILLED HOLES WITHIN
ACCESSORY. 2 SCREWS
MIN. PER ACCESSORY.
(150 LB. MAX.
ACCESSORY)
4x4 WOOD BACKING w/ (1)
A34 EACH END, TOP AND
BOTTOM
PILASTER OR STILE
STAINLESS STEEL PLINTH,
TYP.
FINISH FLOOR
LEVELING SCREW
(2) HILTI KH-EZ 1/4" x 2-5/8"
SCREWS AT EA. PILASTER
(ESR-3027)
CONCRETE SLAB
5'-0" U.O.N. 1'-0"
2" 10" 4'-10" 1'-0"
6'-10"
STILE
TOILET PARTITION
CONTINUOUS BRACKET
PILASTER
PILASTER SHOE
FINISH FLOOR
18 A10.10.2
A10.10.2
20 INSULATE TRAP
AND EXPOSED
WATER PIPING
WITH CLOSED CELL
VINYL PIPE
INSULATION PER
CPC 403.3.
LOCATE HAND
OPERATED FLUSH
CONTROLS ON THE
OPEN SIDE OF THE
WATER CLOSET
NOTES:
1. ALL DIMENSIONS MARKED WITH AN ASTERISK (*) REFERENCE TOILET FIXTURES AND ACCESSORIES SCHEDULE BELOW.
2. FOR TYPICAL ACCESSORY MOUNTING SEE DETAIL
3. REFER TO KEYNOTE LIST FOR ADDITIONAL DETAILS.
10 203
22 411
10 211
10 203
10 215
22 411
10 212
22 410
10 211
22 420 22 421
10 220
22 431
10 221
22 431
10 225
10 201
10 202
STANDARD
WATER CLOSET
PROJECTING OBJECTS
AND GRAB BAR
SPACING
10 203
BARRIER
FREE
CLEARANCE
10 901 10 901
MIN.
12"
MIN.
24"
3'-0" MIN.
*
A
C
C.
*
24" MIN.
42" MIN. MAX.
12"
54" MIN.
*
MAX.
4"
12"
MIN.
CLR.
1 1/2"
MIN.
S
T
A
N
D
A
R
D
4'-0"
*
*
*
*
*
*
M
NI .
9"
6"
MIN.
11"
*
*
MIN.
8"
*
9" MIN
S
.
E
E
S
P
E
C
S
12"
S
P
E
C
S
S
E
E
S
T
A
N
D
A
R
D
5'-6"
A
C
C
E
S
SIBLE
*
6 / A10.10.2
1'-0" 4'-10"
POST
URINAL SCREEN
FINISH FLOOR
CEILING FINISH PER RCP
WALL FINISH AS
SCHEDULED
18 A10.10.2
A10.10.2
20 A10.10.2
19 10'-0" M
AX.
CONTINUOUS BRACKET
SHOE RETAINER
LEVELING BAR
FLAT WASHER AND HEX NUT
3/8" THREADED ROD
PILASTER OR STILE
LOCK WASHER
SHOE (SHOWN DASHED
FOR CLARITY) SECURED IN
PLACE WITH RETAINER
SCREW, BY MFR
2X6 FLAT CLG BLOCKING
GYP. BD. CEILING PER RCP
CLG
JOISTS
PER
STRUCT.
3-16d EA.
END, TYP.
GYPSUM BOARD O/WALL
FRAMING PER PLAN. FINISH
AS SCHEDULED
BLOCKING BETWEEN
STUDS:
6X8 BLOCKING @
2X6 AND 2X8 WALLS
OR
4X8 BLOCKING @
2X4 WALLS
NOTES:
1. WHERE CLIPS ARE TO BE INSTALLED
BACK-TO-BACK ON STUDS, STAGGER THE
CLIPS ON EACH SIDE OF THE STUDS
2. FOR LOCATIONS WHERE WOOD
BLOCKING WOULD INTERFERE WITH
CONDUITS, ETC. SEE DETAIL
MAX. WEIGHT FOR PIECE OF
EQUIPMENT: 200 LBS
A35 CLIPS @ 6X8 BLKG
A34 CLIPS @ 4X8 BLKG
TYP. TOP AND BOTTOM,
EACH END W/ 8-8d NAILS
22 A10.10.2
NOTE: FLAT STRAP
BACKING IS AN
ALTERNATIVE FOR AREAS
WHERE BLOCKING IS
REQUIRED BY CASEWORK
OR ACCESSORIES, BUT
STANDARD WOOD
BLOCKING IS NOT FEASIBLE
DUE TO CONDUIT AND
OTHER STUD BAY ITEMS.
16. GA. X 6" FLAT STRAP
BACKING, FULL LENGTH
OF CASEWORK OR
ACCESSORY
(2) #8 WOOD SCREWS
WITH MIN. 3" EMBED INTO
EVERY STUD FOR LENGTH
OF CASEWORK OR
ACCESSORY
GYPSUM BOARD AS
SCHEDULED
3"
FINISH AS SCHEDULED
WOOD STUD FRAMING
PER PLAN
3"
CARRIER FITTING PER PLUMBING DWGS.
CONCRETE CURB BEYOND, POURED
AROUND CARRIER
NOTES:
1. REFER TO MANUFACTURER
INSTALLATION INSTRUCTIONS
FOR MORE INFORMATION.
PLUMBING WALL FRAMING PER PLAN
WALL FINISH W/ GYP. BOARD AS SCHEDULED
FACEPLATE ATTACHED TO CARRIER FITTING
W/ 1/2" BOLTS & WASHERS, BY CARRIER MFR
WC FIXTURE PER PLUMBING
FIXTURE SCHEDULE T.O. SEAT AS
SCHEDULED
A.F.F.
CLOSET CARRIER PER PLUMBING
FIXTURE SCHEDULE
FLOOR FINISH AS SCHEDULED O/
CONCRETE SLAB
ABS NIPPLE
CARRIER LEGS ATTACHED TO CONCRETE
FLOOR W/ (2) 1/2" EXPANSION ANCHORS AT
OUTER BOLT HOLES (CLOSEST TO WC) w/
MIN. 2.5" EFFECTIVE EMBEDMENT INTO SLAB
INTERIOR FINISH PER FINISH
SCHEDULE
#12 x 2" WOOD SCREWS,
4" FROM EA. END & 24"
O.C. MAX. INTO
BLOCKING, FOR
BLOCKING DETAIL SEE
MIRROR
PROVIDE MASTIC AT ALL
EDGES AND AT 12" O.C. IN
FIELD
MIRROR FRAME FASTENED
SAME AS ABOVE
40" MAX.
TO REFLECTIVE SURFACE
AT ACCESSIBLE MIRRORS
GRAB BAR
1 1/4" TO 1 1/2"
NOMINAL DIA
2" X 6" WOOD BLOCKING,
EXTEND TO NEAREST STUD
AT EACH END OF FIXTURE.
SECURE TO STUDS WITH (3) #
12 WOOD SCREWS PER STUD.
PER SEC. 11B-609.3
1 1/2" MIN.
WALL
12" MIN
OBSTRUCTION
OBSTRUCTION
1-1/2" M
NI
33" - 36" A.F.F. TO TOP
OF GRIPPING SURFACE
BELOW AND
AT EACH END
GRAB BAR
1 1/4" TO 1 1/2"
NOMINAL DIA
3" X 6" WOOD BLOCKING,
EXTEND TO NEAREST STUD
AT EACH END OF FIXTURE.
SECURE TO STUDS WITH (3) #
12 WOOD SCREWS PER STUD.
PER SEC. 11B-609.3
1 1/2" MIN.
WALL
12" MIN
OBSTRUCTION
OBSTRUCTION
1-1/2" M
NI
33" - 36" A.F.F. TO TOP
OF GRIPPING SURFACE
BELOW AND
AT EACH END
SECURE GRAB BAR WITH MIN.
(3)1/4"-20 X 1/4" CONE POINT
SS SOCKET HEADSCREWS AS
PROVIDED BY
MANUFACTURER FOR
MOUNTING CONDITION. MIN.
EMBED 1 1/2".
TYPICAL FIXTURE AND ACCESSORY DIMENSIONS
T
R H
I
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TC
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E
T
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ENS
A
D
Ren. 9/30/23
No. C 30345
H
CALIF
A
OR I N
S
OF
T TA E
PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:31:51 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A10.10.2
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
SPECIALTIES
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
TOILET FIXTURES AND ACCESSORIES SCHEDULE
3" = 1'-0"
REF: 16 / A10.10.2
TOILET PARTITION AT WALL 18
TYPICAL ACCESSORY MOUNTING 3" = 1'-0" 6
3" = 1'-0"
REF: 16 / A10.10.2
TOILET PARTITION AT FLOOR 20
TYPICAL TOILET PARTITION 1/2" = 1'-0" 16
TYPICAL FIXTURE AND ACCESSORY DIMENSIONS 1/4" = 1'-0" 3
KEYNOTES
NUMBER NOTE
10 201 TOILET PARTITION
10 202 URINAL SCREEN
10 203 GRAB BAR
10 211 TOILET SEAT COVER DISPENSER, SURFACE MOUNTED
10 212 TOILET PAPER DISPENSER, SURFACE MOUNTED
10 215 SANITARY NAPKIN DISPOSAL, SURFACE MOUNTED
10 220 MIRROR
10 221 SOAP DISPENSER
10 225 PAPER TOWEL DISPENSER, SURFACE MOUNTED
10 901 COAT HOOK
22 410 WALL MOUNTED WATER CLOSET
22 411 FLOOR MOUNTED WATER CLOSET
22 420 URINAL
22 421 URINAL, ACCESSIBLE
22 431 LAVATORY PER PLUMBING DWGS
TYPICAL URINAL SCREEN 1/2" = 1'-0" 17
6" = 1'-0"
REF: 17 / A10.10.2
TOILET PARTITION AT CEILING 19
TYPICAL WALL BLOCKING 3" = 1'-0" 21
FLAT STRAP BACKING 3" = 1'-0" 22
WALL MOUNTED WATER CLOSET 1 1/2" = 1'-0" 25
MIRROR ATTACHMENT 3" = 1'-0" 26 GRAB BAR SECTIONS 3" = 1'-0" 11 NO. REMARKS DATE
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
PER PLUMBING
DRAIN SIZE
CONCRETE FINISH AS
SCHEDULED O/ CONRETE
SLAB ON GRADE PER
STRUCTURAL DWGS.
SEALANT, TYP.
FLOOR DRAIN W/ STRAINER,
SEE PLUMBING DWGS.
(MAX. 1/4" OPENINGS)
ALIGN
S
L
O
P
E
2 %
M
AX
.
S
L
O
P
E
2 %
M
AX
.
SHELF WITH MOP &
BROOM HOLDER,
BOBRICK B-239 x 34 OR
APPROVED EQUAL
FRP PANELS, 4' X 8', AT
MOP SINK CORNER -
NOTCH AROUND S.S.
WALL GUARD
MOP SINK STAINLESS STEEL
WALL GUARD, BY MFR
MOP SINK PER
PLUMBING PLANS
WALL AS SCHEDULED
PER FLOOR PLAN
6'-8" TO BOTTOM OF SHELF
WALL BASE AS
SCHEDULED
FAUCET ON ADJACENT
WALL PER PLUMBING
DRAWINGS
7'-0"
GYP. BD. PAINTED PER
FINISH SCHEDULE
NOTE:
SEE FINISH LEGEND
SCHEDULE FOR MATERIAL
ABBREVIATION LEGEND
FRP, FOR CORNERS
SEE DETAIL
7 A10.1
8 A10.1
CEILING PER RCP 9
A10.1
12 A10.1
1/8" RADIUS
NOTE:
CORNER GUARDS ATTACHED BY MASTIC CONSTRUCTION ADHESIVE
8' TALL "GS10"
STAINLESS STEEL
CORNER GUARD BY
KOROGARD OR
APPROVED EQUAL
GYP. BD. AS
SCHEDULED
1"
1 "
WALL FRAMING
PER PLAN
WALL FINISH
PER FINISH
SCHEDULE
MAX.
4"
PER MANUFACTURER
MIN.
2"
HEAD/JAMB SIM.
2'-0"
PER MANUFACTURER
FIRE EXTINGUISHER
CABINET DOOR
PROVIDE 5/8" TYPE X
GYP. BOARD IN ALL
ONE HOUR RATED
WALLS BEHIND AND
AROUND CABINET
FIRE EXTINGUISHER
CABINET W/ 2-1/2"
ROLLED EDGE TRIM
(FIRE-RATED AT
FIRE RATED WALLS)
NOTE: CABINET TO
ACCOMMODATE 3A-40B:C
FIRE EXTINGUISHER
#10 WOOD SCREW W/ 1"
MIN. PENETRATION
INTO BLOCKING, TYP.
OF 2, TOP AND BOTTOM
TO TOP OF FE CABINET HANDLE
4'-0" MAX. A F. F. .
HANDLE OF FIRE
EXTINGUISHER
PAINTED RED
BACKGROUND AT
MOUNTING AREA
FIRE
EXTINGUISHER
WITH WALL
BRACKET
FIRE
EXTINGUISHER
CABINET
THAN 4" FROM WALL
27" MAX. A.F.F.
FI PROTRUDES GREATER
FINISHED FLOOR
1'-0"
2'-0"
2 A10.10.3
RECTANGULAR SEAT "L" SHAPED SEAT
1. BACKING IS REQUIRED FOR INSTALLATION OF SEAT, SEE GRAB BAR MOUNTING DETAIL. PROVIDE MINIMUM STRUCTURAL STRENGTH TO SUPPORT A 250 LB. POINT LOAD.
2. THE TOP OF THE SEAT SHALL BE 17" MIN. AND 19" MAX. ABOVE THE FINISH FLOOR.
3. A SEAT IN A ROLL-IN SHOWER COMPARTMENT SHALL BE A FOLDING TYPE.
WHEN FOLDED, THE SEAT SHALL EXTEND 6" MAXIMUM FROM THE
MOUNTING WALL. 1 1/2" MAX.
2 1/2" MAX.
15" -16"
3" MAX.
22" - 23"
1 1/2" MAX.
14" - 15"
2 1/2" MAX.
15" - 16"
3"
A
FOLDING SEAT
FLEXIBLE SHOWER
SPRAY HOSE - 59"
LONG MIN.
LOCATION OF
OPERABLE PARTS OF
CONTROLS, FAUCETS
AND SHOWER SPRAY
UNITS. THE FORCE
REQUIRED TO
ACTIVATE OPERABLE
PARTS SHALL BE 5 LBS
MAX.
NOTES:
1. SHOWER FLOOR
SURFACES SHALL BE
OF CARBORUNDUM OR
GRIT-FACED TILE OR
OP MATERIAL
PROVIDING
EQUIVALENT SLIP
RESISTANCE
2. 2% MAX. FLOOR SLOPE
IN ANY DIRECTION.
3. SOAP DISH MOUNTED
ON THE CONTROL
WALL AT 40" MAX.
HEIGHT AND WITHIN
REACH OF SEAT
(BETWEEN 18" AND 24"
FROM REAR EDGE OF
SEAT.)
4. WHERE DRAINS ARE
PROVIDED, GRATE
OPENINGS ARE A MIN.
OF 1/4" AND LOCATED
FLUSH WITH THE
FLOOR SURFACE.
5. BACKING IS REQUIRED
FOR INSTALLATION OF
GRAB BARS AND SEAT.
SEE
PLAN SECTION A
1/2" MAX. THRESHOLD
"L" SHAPED GRAB
BARS SHALL BE
PERMITTED
6" MAX.
6" MAX.
19" MIN.
27" MAX.
30" M NI .* 36" M NI .
CLEAR FLOOR SPACE
60" MIN.*
33" -36"
48" MAX.
6" MAX.
MIN.
19"
27" MAX. 17" -19"
*DIMENSIONS SHOWN
ARE TO FACE OF
FINISH, MEASURED AT
THE CENTER POINTS
OF OPPOSING SIDES
A10.10.3
18 11
A10.10.2
PLAN VIEW
1) BENCHES SHALL BE AFFIXED TO THE WALL OR FLOOR.
ALLOWABLE STRESS SHALL NOT BE EXCEEDED FOR MATERIALS
USED WHEN A VERICAL OR HORIZONTAL FORCE OF 250 LBS. IS
APPLIED TO ANY POINT ON THE SEAT, FATENER, MOUNTING
DEVICE, OR SUPPORTING STRUCTURE.
2) WHERE INSTALLED IN WET LOCATIONS, THE SURFACE OF THE
SEAT SHALL BE SLIP RESISTANT AND SHALL NOT ACCUMULATE
WATER.
20" - 24"
48" M NI .
20" - 24"
SIDE VIEW 17" - 19"
3) BENCHES SHALL BE AFFIXED TO A WALL ALONG ITS LONG
DIMENSION OR WITH BACK SUPPORT COMPLYING WITH
11B-903.4
3"
3"
T
R
H
I
A
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TC
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B
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W
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D
Ren. 9/30/23
No. C 30345 H CALIF
A
OR
I N
S
OF
T
TA
E
PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:31:52 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A10.10.3
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
SPECIALTIES
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
FLOOR DRAIN 3" = 1'-0"
5 MOP SINK 1/2" = 1'-0"
3 FRP PATTERN 1/2" = 1'-0"
4 S.S. CORNER GUARD 6" = 1'-0"
6 1 1/2" = 1'-0"
REF: 1 / A10.10.3
SEMI-REC. F.E. CAB. ANCHORAGE
2 FIRE EXTINGUISHER CABINET 1/2" = 1'-0"
1 1/2" = 1'-0"
REF: 11 / A10.10.3
SHOWER SEAT 18
1/2" = 1'-0"
REF: 8 / A7.1
SHOWER STALL - 30X60 11
LOCKER ROOM BENCH 1/4" = 1'-0" 17
NO. REMARKS DATE
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
SIM
REACH RANGE LIMIT,
SEE CBC FIG. 11B-308.2.2
LOCATE FAUCET
LEVERS W/I REACH
RANGE
SOLID SURFACE
COUNTERTOP w/ 1/4"
RADIUS EDGE, MITERED
CORNER
SINK, WHERE OCCURS,
SEE PLUMBING
DRAWINGS
CLEAR AREA
CONTINUE FLOOR
FINISH INSIDE BASE
CABINET
27" CLR.
M NI .
9"
TOE
6"
MAX.
MIN.
10"
MIN.
19"
13"
MIN.
2'-0". 4" T O. . S NI K L PI WHERE OCCURS 34" MAX.
2E
A10.12
2B
A10.12
NOTE:
RUBBER BASE AND FLOORING TO CONTINUE
INSIDE BASE CABINET. PROTECT WATER SUPPLY &
DRAIN PIPES AGAINST CONTACT @ ACCESSIBLE
STATIONS, TYP.
T O. . S NI K L PI WHERE OCCURS
34" MAX. 4"
OPENING FOR SINK
CLOSE BASE
ALL AROUND
36"
MIN
.
LINE OF RUBBER
BASE
REACH RANGE LIMIT,
SEE CBC FIG 11B-308.2.2
LOCATE FAUCET LEVERS
W/IN REACH RANGE B O. . S NI K & APRON 27" M NI . CLR. 24" M NI . CLR @ 30 H" CAB.
COUNTER OR S NI K R MI
29" M NI . - 34" MAX. TO
PROVIDE 1 1/2" X 1 1/2" X 1/8"
THICK ANGLE. 1 1/2" LONG
AT MID POINT OF APRON,
ATTACHED W/ #10 X 5/8"
F.H.W.S.
CABINET NOTES:
1. VERIFY ALL DIMENSIONS IN FIELD.
2. ALL CABINETS TO BE SECURELY
ATTACHED TO STRUCTURE.
3. ALL EXPOSED BACKS TO BE
FINISHED.
4. LOCKS TO BE FURNISHED AND
INSTALLED BY CASEWORK
CONTRACTOR.
5. INTERCONNECT ADJACENT
CABINETS AT 4 CORNERS OF SIDE
PANELS w/ 3-1/2" X 1" CADMIUM
FHWS.
6. PROVIDE PTDF NAILERS IN
CONTACT WITH CONCRETE.
7. BACKS TO BE 1/2" THICK.
8. SEE DETAIL A FOR TYP. BLKG AND
NAILING.
9. CABINET HEIGHTS OVER 60" TALL
REQUIRE AN INTERMEDIATE
ANCHOR STRIP (DETAIL F).
WALL
HUNG
TALL
CABINET
BASE
CABINET
ISLAND
CABINET OR
ISLAND
DISPLAY
CASE
2A
A10.12
2C
A10.12
2B
A10.12
2E
A10.12
2D
A10.12
2D
A10.12
2E
A10.12
2A
A10.12
2F
A10.12
CABINET AS
SCHEDULED
SHELF STUDS,
SEE SPECIFICATIONS
UNDER COUNTER
LIGHT FIXTURE
WHERE INDICATED
SPLASH
COUNTERTOP
AS SCHEDULED
CABINET AS
SCHEDULED
SHELF STUDS, SEE
SPECIFICATIONS
FINISH AS SCHEDULED
PER INTER OI R ELEVAT OI NS VARIES PER INTER OI R ELEVAT OI NS
ELEVATIONS
PER
INTERIOR
PER INTERIOR ELEVATIONS
2A
A10.12
2C
A10.12
2B
A10.12
2E
A10.12
2D
A10.12
DETAIL E
#14x3"
FHWS @
12"OC
#14 CADIUM FHWS
w/ 1-1/2"
PENETRATION INTO
BLOCK @ 12" OC,
TYP.
3/8" Ø HILTI KBTZ2 @ 16" OC w/
3-1/2" EMBED.
TYP.
DETAIL D
DETAIL B DETAIL C
4X BLOCKING BTWN STUDS
W/ A35 CLIPS TOP & BOTT,
EA. END OF BLKG TYP.
#10 X 5/8" LONG F.H.W.S.
2" X 2" X 1/8" ANGLE X
2" LONG @ 12" O.C. & 2"
FROM EA. END TYP (2)
PER CABINET MIN. PAINT
TO MATCH COLOR OF
PLASTIC LAMINATE
#14 FHWS X 2 1/2"
MIN. PENETRATION
DETAIL A
INTO BLOCKING
TYPICAL ATTACHMENTS (APPLY TO ALL CONDITIONS AS APPLICABLE):
2A
A10.12
2C
A10.12
2B
A10.12
2E
A10.12
2D
A10.12
PER INTER OI R ELEVAT OI NS PER INTER OI R ELEVAT OI NS
CABINET AS
SCHEDULED
CABINET AS
SCHEDULED
PER INTERIOR ELEVATIONS
DETAIL F
SPLASH
COUNTERTOP
AS SCHEDULED
CABINET AS
SCHEDULED
SHELF STUDS, SEE
SPECIFICATIONS
FINISH AS SCHEDULED
PER INTERIOR ELEVATIONS
2B
A10.12
2E
A10.12
2D
A10.12
PER INTER OI R ELEVAT OI NS
T
R
H
I
A
C
TC
R
MO I
E E T
B
IC L
E
W
N
P
R IENSA
D
Ren. 9/30/23
No. C 30345 H CALIF
A
OR
I N
S
OF
T
TA
E
PLAN CHECK COMMENTS
PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2023.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
12/15/2023 9:31:54 PMC:\Users\DianeH\OneDrive - BCA Architects, Inc\Documents\23022-City Of Roseville Johnson Pool Phase [email protected] A10.12
75% PLANS
Author
XX-XXXXXX
08/17/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
CASEWORK DETAILS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 08/17/2023
CASEWORK - ACCESSIBLE BASE CABINET 1" = 1'-0"
5 CASEWORK ANCHORAGE 1/2" = 1'-0"
2 1" = 1'-0"
REF: 2 / A8.1
4 CASEWORK SECTION - UPPER AND
LOWER CABINETS
1" = 1'-0"
REF: 11 / A8.1
9 CASEWORK SECTION - TALL
CABINET
NO. REMARKS DATE
1" = 1'-0"
7 CASEWORK SECTION - LOWER
CABINETS - CUBBIES
99 12.15.2023 12.15.2023
Not for Construction
For Council Approval
Not for Construction
For Council Approval
Not for Construction
For Council Approval
Not for Construction
For Council Approval
Not for Construction
For Council Approval
Not for Construction
For Council Approval
Not for Construction
For Council Approval
Not for Construction
For Council Approval
MECHANICAL SPECIFICATIONS
1. THIS CONTRACTOR SHALL COMPLY WITH ALL CODES AND REGULATIONS IN EFFECT AT THE JOB SITE, INCLUDING, BUT NOT LIMITED TO:
A. 2022 CALIFORNIA BUILDING CODE B. 2022 CALIFORNIA MECHANICAL CODE C. 2022 CALIFORNIA PLUMBING CODE D. 2022 CALIFORNIA ELECTRICAL CODE E. 2022 CALIFORNIA GREEN BUILDING STANDARDS F. 2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS - TITLE 24 G. NATIONAL FIRE PROTECTION ASSOCIATIONH. CALIFORNIA STATE FIRE MARSHAL
2. ALL MATERIALS AND EQUIPMENT INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED FREE FROM ALL MECHANICAL, ELECTRICAL AND WORKMANSHIP DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ALL DAMAGED ITEMS INSTALLED UNDER THIS CONTRACT WITHOUT ADDITIONAL COST TO OWNER.
3. THE MECHANICAL CONTRACTOR SHALL PROVIDE THE OWNER COPIES OF OPERATION, MAINTENANCE AND PREVENTATIVE MAINTENANCE MANUALS FOR EACH MODEL AND TYPE OF MECHANICAL EQUIPMENT.
4. CHECK AND VERIFY EXISTING CONDITIONS AT THE JOB SITE BEFORE BEGINNING WORK.
ADJUST THE LOCATION AND CONFIGURATION OF THE WORK NECESSARY TO SUIT ACTUAL CONDITIONS AND OTHER TRADES. ANY CHANGES REQUIRED MUST FIRST BE APPROVED BY THE ARCHITECT OR ENGINEER.
5. THE LOCATIONS OF EQUIPMENT, PIPING, DUCTWORK AND SYSTEMS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE. CHANGES REQUIRED TO SUIT EXISTING CONDITIONS AND DUE TO COORDINATION WITH OTHER TRADES SHALL BE MADE AT NO EXTRA COST TO THE OWNER.
6. ALL EQUIPMENT IS TO BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER. USING ALL ACCESSORY EQUIPMENT AVAILABLE FROM THE MANUFACTURER FOR SUPPORTS, CONTROLS, ETC., TO MAKE A COMPLETE SYSTEM. ALL EQUIPMENT OR ACCESSORIES NEEDED AND NOT SHOWN OR SPECIFIED SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. ADJUST THE EQUIPMENT FOR PROPER OPERATION, CHECK ALL CONTROLS AND VERIFY THAT ALL SAFETY DEVICES ARE FUNCTIONING PROPERLY.
7. PROVIDE ACCESS DOORS WHERE ACCESS THROUGH FLOORS, WALLS OR CEILINGS IS REQUIRED TO ACCESS MECHANICAL CONTROL SYSTEM COMPONENTS, FIRE/SMOKE DAMPERS, SMOKE DETECTORS, ETC., OR OTHER SYSTEMS REQUIRING ACCESS FOR MAINTENANCE, TESTING OR OBSERVATION. COORDINATE THE EXACT TYPE AND LOCATION OF ACCESS DOORS TO PROVIDE PROPER ACCESS TO THE ITEM CONCEALED.
8. CHECK ALL PIPE AND DUCTWORK FOR LEAKS AND EXCESSIVE AIR LOSS AND NOISE. CORRECT ANY DEFICIENCIES AS SOON AS DISCOVERED. OPERATE THE SYSTEMS AS A TEST AND DEMONSTRATE TO THE OWNER AND ARCHITECT OR ENGINEER THAT THE SYSTEM IS FUNCTIONING PROPERLY.
9. GALVANIZED STEEL DUCTS SHALL BE ASTM A 653/A 653M GALVANIZED STEEL SHEET, FORMING STEEL (FS) DESIGNATION, WITH G90/Z275 ZINC COATING.
10. FABRICATE, SUPPORT AND SEAL DUCTWORK IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE, AND AS INDICATED. PROVIDE DUCT MATERIAL, GAGES, REINFORCING, AND SEALING FOR 4” STATIC PRESSURE UPSTREAM OF TERMINAL UNITS (VAV, CAV BOXES) AND 2” STATIC PRESSURE DOWNSTREAM OF TERMINAL UNITS (VAV, CAV BOXES).
11. CONSTRUCT DUCTWORK T'S, BENDS, AND ELBOWS WITH RADIUS OF NOT LESS THAN 1-1/2 TIMES WIDTH OF DUCT ON CENTERLINE. WHERE NOT POSSIBLE RECTANGULAR ELBOWS MUST BE USED, PROVIDE AIR FOIL TURNING VANES. WHERE ACOUSTICAL LINING IS INDICATED, PROVIDE TURNING VANES OF PERFORATED METAL WITH GLASS FIBER INSULATION.
12. COMBINATION FIRE AND SMOKE DAMPERS SHALL MEET THE REQUIREMENTS OF NFPA 90A, UL 555, UL 555S, AND AS INDICATED. PROVIDE FACTORY SLEEVE AND COLLAR FOR EACH DAMPER.
13. ALL INSULATION AND LINER PRODUCTS SURFACE BURNING CHARACTERISTICS: FLAME SPREAD/SMOKE DEVELOPED INDEX OF 25/50, MAXIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM E 84, NFPA 255, OR UL 723.
MECHANICAL LEGEND
SYMBOL ITEM
SUPPLY AIRRETURN AIREXHAUST AIROUTSIDE AIRTRANSFER AIR
SAABBR.RAEAOSATA
1 M-2
DETAIL DESIGNATIONDETAIL NUMBERSHEET NO. WHERE SHOWNEQUIPMENT DESIGNATIONUNIT ABBREVIATIONNUMBER ACOUSTIC LINED DUCTTURNING VANESDUCT FLEXIBLE CONNCTIONDUCT RISERDUCT DROPRECTANGULAR TO ROUND FITTINGVOLUME CONTROL DAMPERFIRE DAMPER W/ ACCESSFIRE SMOKE DAMPER W/ ACCESSOPPOSED BLADE DAMPERBACKDRAFT DAMPERMOTORIZED DAMPERTHERMOSTAT @ +48" AFF (MAX.) (TOP OF BOX)SENSOR @ +48" AFFTIMECLOCK @ +48" AFFTEMPERATURE CONTROL PANELDUCT SMOKE DETECTORPIPE RISER / DROPABOVE FINSHED FLOORUNLESS OTHERWISE NOTEDTYPICALUNDERCUT DOOR 3/4"BOTTOM OF DUCTNEWEXISTINGPOINT OF DIS/CONNECTION SD
TCP SD
TC
STM
FSD
FD
10x10
120
(CRD / FD)
A
GRILLE DESIGNATIONNECK SIZECFMFIRE DAMPER WHERE REQ'D
LTVVDFDFSDOBDBDDT-STATTCPSD(R) / (D)AFFUON(TYP)BODUCD(N)(E)POD/POC AC
1 STATIC PRESSURE SENSOR @ +48" AFF
SP
CARBON MONOXIDE SENSOR @ +48" AFF
CO
CARBON DIOXIDE SENSOR @ +48" AFF CO2
CRD CEILING RADIATION DAMPER CRD
TO BELOW (TB)TO ABOVE (TA)FROM BELOW (FB)FROM ABOVE (FA)REFRIGERANT LIQUID RLREFRIGERANT SUCTION RS I
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No. C 30345
H
CALIF
A
OR I N S OF T TA E
DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
Date
GENERAL NOTES
1. This sheet is part of a set and is not to be used alone.2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:
FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
12/15/2023 10:28:55 AM
C:\Users\kschneeberger\Documents\22-2233_Roseville Johnson Pool_r21_kschneebergerU8R36.rvt M0.1 99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
MECHANICAL
SCHEDULES, LEGEND,
AND NOTES
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
MECHANICAL SHEET INDEX
SHEET NUMBER SHEET NAME
M0.1 MECHANICAL SCHEDULES, LEGEND, AND NOTESM0.2 MECHANICAL DETAILSM2.1 MECHANICAL DEMO AND NEW FLOOR PLANM4.1 MECHANICAL DEMO AND NEW ROOF PLAN
AIR DISTRIBUTION SCHEDULE
SYMBOL TYPE DESCRIPTION
C CEILING SUPPLY ALUMINUM LOUVERED FACE DIFFUSER WITH FRAME FOR SURFACE MOUNTING. TITUS MODEL MCD-AA. REFER TO THE MECHANICAL PLANS FOR NECK SIZE, CFM, AIR DIFFUSION PATTERN, AND FIRE DAMPER (IF REQUIRED).E CEILING EXHAUST EGGCRATE GRILLE WITH 1/2"x1/2"x1/2" GRID, FRAME FOR SURFACE MOUNTING. TITUS MODEL 50R. REFER TO THE MECHANICAL PLANS FOR NECK SIZE, CFM, AIR DIFFUSION PATTERN, AND FIRE DAMPER (IF REQUIRED).
J SIDEWALL EXHAUST EGGCRATE GRILLE WITH 1/2"x1/2"x1/2" GRID, FRAME FOR SURFACE MOUNTING. TITUS MODEL 50R. REFER TO THE MECHANICAL PLANS FOR NECK SIZE, CFM, AIR DIFFUSION PATTERN, AND FIRE DAMPER (IF REQUIRED).
M
DOOR
LOUVER
(TRANSFER)
EXTRUDED ALUMINUM STORM PROOF DOOR LOUVER, COLOR BY ARCHITECT,PROVIDE VANDAL PROOF SECURITY SCREW FASTENERS. ANEMOSTAT MODELSRDL. REFER TO THE MECHANICAL PLANS FOR NECK SIZE, CFM, AIR DIFFUSIONPATTERN, AND FIRE DAMPER (IF REQUIRED).
EXHAUST FAN SCHEDULE
TYPE MARK FAN TYPE MOUNTING ELECTRICAL FAN SONES CONTROL OPERATING WEIGHT MANUFACTURER MODEL NOTES VOLTAGE PHASE MCA MOP HP DRIVE FAN RPM CFM E.S.P. (IN. WC.) UEF 1 UTILITY ROOF 230 1 3.63 15 0.25 BELT 704 1,500 0.3 6.2 TIMECLOCK 310 lb GREENHECK USF-16 PROVIDE FACTORY 12” ROOF CURB. PROVIDE FACTORY 1” SPRING ISOLATORS. PROVIDE FACTORY PREWIRED DISCONNECT SWITCH. PROVIDE FACTORY INLET COLLARS AND OUTLET FLANGE.
UEF 2 UTILITY ROOF 230 1 3.63 15 0.25 BELT 730 1,600 0.3 6.6 TIMECLOCK 310 lb GREENHECK USF-16 PROVIDE FACTORY 12” ROOF CURB. PROVIDE FACTORY 1” SPRING ISOLATORS. PROVIDE FACTORY PREWIRED DISCONNECT SWITCH. PROVIDE FACTORY INLET COLLARS AND OUTLET FLANGE.
IEF 1 CENTRIFUGAL SUSPENDED 115 1 7.25 15 0.25 BELT 1070 460 0.25 7.7 TIMECLOCK 150 lb GREENHECK BSQ-90 PROVIDE BACKDRAFT DAMPER. PROVIDE MOUNTING KIT. PROVIDE FACTORY PREWIRED DISCONNECT SWITCH. PROVIDE WITH HI-PRO-POLY COATING AND EXP MOTOR ENCLOSURES.
IEF 2 CENTRIFUGAL SUSPENDED 115 1 7.25 15 0.25 BELT 1162 165 0.25 8.5 LIGHT SWITCH 150 lb GREENHECK BSQ-70 PROVIDE BACKDRAFT DAMPER. PROVIDE MOUNTING KIT AND INLET GUARD. PROVIDE FACTORY PREWIRED DISCONNECT SWITCH.
NO. REMARKS DATE
Not for Construction
For Council Approval
H
H DIMENSION
OF
LONGEST
SIDE,
INCHES
SHEET
METAL
GAGE
(ALL
FOUR
SIDES)
MINIMUM
REINFORCING
ANGLE SIZE
AND MAXIMUM
LONGITUDINAL
SPACING
BETWEEN
TRANSVERSE
JOINTS &/OR
INTERMEDIATE
REINFORCING
MIN.
HT.
IN.
DRIV
E
SLIP
PLAIN
S
SLIP
HEMME
D S SLIP
ALTER'N
T BAR
SLIP
REIN- FROCED
BAR
SLIP
AT JOINTS
TRANSVERSE REINFORCING (1)
RECOM- MENDED
GAGE
RECOM- MENDED
GAGE
RECOM- MENDED
GAGE
RECOM- MENDED
GAGE
1111
26 24
2624
2424
2424
24 24 24
22 22
NONE REQUIREDNONE REQUIRED
1" x 1" x 1/8" @ 60 IN.1" x 1" x 1/8" @ 60 IN.
242422
UP THRU 12 26
13 - 1819 - 3031 - 42
(1) TRANSVERSE REINFORCING SIZE IS DETERMINED BY DIMENSION OF SIDE TO WHICH ANGLE IS APPLIED. 12 3
546
12346789
10 9 8 10
AA
SECTION A-A
8" MIN.
24" MAX.
12"
NOTE:A. SUPPORT SPACING TO BE AT MAXIMUM 8FT O.C.1. RECTANGULAR OR ROUND DUCT, SEE PLAN FOR SIZE.
2. 2" WIDE X 18 GA. GALV. SHEET METAL
STRAP, FOLD OVER ENDS, SECURE TO CHANNEL WITH 3/8"ø BOLTS WITH NUT AND WASHER AT EACH END.
3. 1-5/8"X1-5/8"X12 GA UNISTRUT
CHANNEL, B-LINE B22 OR EQUAL, TYP.
4. CHANNEL POST BASE, B-LINE B280FL
OR EQUAL, SECURE TO CURB WITH (2) 3/8"
∅ STAINLESS STEEL WOOD
SCREWS WITH WASHER, MIN. 1" EMBED., SILICONE SEAL PENETRATION WATERTIGHT.
5. 4-HOLE CORNER ANGLE, B-LINE B115
OR EQUAL, SECURE TO UNISTRUT CHANNEL WITH (4) 3/8"ø BOLTS WITH CHANNEL NUTS, TYP.
6. 12" HIGH PREFAB. 18 GA. GALV. STEEL
SUPPORT CURB WITH 1-1/2" PRESSURE TREATED WOOD NAILER AND SHEET METAL COUNTERFLASHING, PATE MODEL ES-2 OR EQUAL.
7. CANT STRIP, BOTH LONG SIDES OF
CURB.
8. 3/8"ø LAG SCREW WITH MIN. 4" EMBED
INTO BLOCKING, MAX. 24" O.C., MAX. 3" FROM ENDS, MIN. (2) EACH SIDE OF CURB.
9. 4X6 BLOCKING BETWEEN JOISTS WITH
U46 HANGERS EACH END.
10. ROOF FRAMING, SEE STRUCTURAL.
6'-0" MAX
1. UTILITY SET EXAHUST FAN, SEE SCHEDULE2. INLET FLEX DUCT CONNECTION3. WEATHERGUARD ENCLOSURE PROVIDED WITH FAN4. RECTANGULAR TO ROUND DUCT TRANSITION 5. VIBRATION SPRING ISOLATOR PROVIDED WITH FAN, TYP. SILICONE SEAL ALL
PENETRATIONS INTO CURB
6. 20 GA. GALV. SHEET METAL CURB CAP. LAP, FOLD & SOLDER ALL HORIZ. JOINTS7. FINISH ROOFING FUN UP AND UNDER CURB CAP8. LEVEL 1-1/8" PLYWOOD PLATFORM9. CANT STRIP ALL AROUND CURB10. 4"X8" DOUGLAS FIR SUPPORT RAIL SHAPED FOR ROOF SLOPE, TYP.11. 4"X4" BLOCKING BETWEEN JOISTS WITH U44 HANGERS AT EACH END (2 EA. SIDE)12. 5/8" ⌀ THREADED ROD WITH NUT & WASHER AT EACH END (2 EA. SIDE)
13. MESH OUTLET SAFETY SCREEN PROVIDED BY FAN MFGR.14. TWO LAYERS OF 1" THICK RIGID INSULATION TO FILL PLATFORM CAVITY 13 3 4
1 5
9 672
8 12 11 14 10
1 23
25 LBS MAX 4"
1. DUCTWORK, SEE DRAWINGS FOR CONTINUATION.2. TAPE ALL AROUND.3. 2 (PER SIDE) #10 X 3/4" TEK SCREWS.4. 2x WOOD BLOCKING OR NAILER.5. REGISTER SCREW, SECURE PER DIFFUSER MNFG. REQUIREMENTS.
SURFACE
4 5
2 3
4 1
3/4" 1/2" 1/2"
2"
2"
FLEX LENGTH + 1"
1. SHEET METAL SCREWS @
16" O.C. SET IN MASTIC (TYPICAL).
2. 24 GAUGE GALVANIZED
SHEET METAL COVER (TOP AND SIDES).
3. DUCT SEAL; DURO-DYNE,
GLEN-KOTE OR EQUIVALENT. NO MASTIC TO METAL SEAM.
4. FLEXIBLE DUCT
CONNECTION.
NOTE:TO BE INSTALLED ON ALL FLEXIBLE DUCT CONNECTIONS.
1. DUCT THRU ROOF, SEE PLAN FOR SIZE AND ROUTING. 2. PREFABRICATED PITCHED ROOF CURB, 'THYCURB' MODEL TC-3 WITH WOOD NAILER.
3. RIGID INSULATION ALL AROUND.4. (E) STRUCTURAL BEAM.5. #10 MIN. x 1" S.M. SCREW WITH NEOPRENE WASHER AT 6" O.C., EACH SIDE.6. SEALANT ALL AROUND.7. 20 GA. GALV. S.M. COUNTER FLASHING. 8. ROOF UP AND UNDER FLASHING9. CANT STRIP10. 3/8"ø x 3" LAG SCREW AT 12" O.C., MIN. 2 PER SIDE. 3" EMBED. INTO ROOF FRAMING OR BLOCKING.
11. 4X4 BLOCKING W/ U44 HANGERS EACH END.
5 6
7 8
9 10
11 4
3 2
1 1. SCREEN, MIN. 12" ABOVE
ROOF.
2. CURB & CAP.3. EXHAUST FAN 1/4 HP, -- RPM 115 VOLT,
EXPLOSION PROOF. MOUNT FAN HIGH ENOUGH TO GAIN ACCESS TO EQUIPMENT.
4. 8" PVC SCH805. PVC FLANGE
ACCEPTABLE IN LUE OF PVC PLATE.
6. EPOXY TIE HILTI - HY 270.
TIE INTO CMU WALL.
7. CMU PER STRUCTURAL.
1 4
2 3
56 MOUNTING BRACKET
8 7
NOTE:A. PRIME AND PAINT ALL EXPOSED PVC PIPING.
3 1 2
6 7
11 12
4 5
8 9
13 10
1 1±
1. 1-5/8" UNISTRUT CHANNEL BETWEEN OISTS.2. UNISTRUT P1026 ANGLE, SECURE TO JOISTS W/ 3/8"Ø X 1-1/2" LAG SCREW, SECURE TO CHANNEL W/ 3/8"Ø BOLT AND CHANNEL NUT, TYP EACH END.
3. CHANNEL NUT, TYP.4. 3/8"Ø THREADED ROD WITH UNISTRUT P1000T CHANNEL STIFFENER, TYP 4 AT EACH CORNER.
PROVIDE CHANNEL WITH 3/8"Ø BOLTS AT 10" MAX O.C.
5. 12 GA SLACK WIRE, TYP 4, (4) TIGHT TURNS WITH 1-1/2", TYP AT EACH END.6. MIN. 1" STATIC DEFLECTION VIBRATION ISOLATOR.7. 3"x2"x2" WIDE 16 GA. ANGLE, TYP.8. HANGER BRACKET PROVIDED BY FAN MANUFACTURER.9. LOCKNUT, TYP.10. FLEXIBLE DUCT CONNECTOR, TYP.11. BACKDRAFT DAMPER PROVIDED BY FAN MANUFACTURER.12. FACTORY BELT GUARD.13. INLINE EXHAUST FAN, SEE SCHEDULE.14. 1/4"ø CLOSED EYE SCREW W/ 1-1/2" MIN PENETRATION.15. INLET GUARD. SEE SCHEDULE. 14 15
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No. C 30345
H
CA
LIF
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OR
I N
S
OF
T
TA
E
DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
Date
GENERAL NOTES
1. This sheet is part of a set and is not to be used alone.2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:
FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
12/15/2023 10:28:57 AM
C:\Users\kschneeberger\Documents\22-2233_Roseville Johnson Pool_r21_kschneebergerU8R36.rvt M0.2 99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
MECHANICAL DETAILS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
NTS
DUCT CONSTRUCTION STANDARDS
1 NTS
DUCT SUPPORT ON ROOF
5 NTS
UTILITY EXHAUST FAN MOUNTING 3
NTS DIFFUSER / GRILLE MOUNTING
2 NTS SHEET METAL COVER FOR FLEX DUCT
4 NTS DUCT SUPPORT ON WALL (METAL) 6NTS EXHAUST FAN MOUNTING (IEF-1) 7 NTS INLINE EXHAUST FAN MOUNTING (IEF-2)
8 NO. REMARKS DATE
Not for Construction
For Council Approval
(E) 26x10
(E) 18x18(E) 26x10
POD (E) 18x18
1 POD
A B
21 C D E J K L
STORAGE
101
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102
STORAGE
104
JAN.
114
OFFICE
/LIFEGUARD
105
BREAKROOM
106
ENTRY
VESTIBULE
107
FAMILY
CHANGING
108
JAN.
109
HMH
110
MEN'S SHOWER/
CHANGING/
RESTROOM
111
STORAGE
112
HWH
103
22x22 E 150 CFM 22x22 E 1200 CFM
22x22 E 50 CFM
22x22 E 100 CFM
22x22 E 250 CFM 22x22 E 50 CFM
22x22 E 1200 CFM 22x22 E 100 CFM
18x18 C 300 CFM
STORAGE
101
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102
STORAGE
104
FIRST AID
113
OFFICE
/LIFEGUARD
105
BREAKROOM
106
ENTRY
VESTIBULE
107
FAMILY
CHANGING
108
JAN.
109
MEN'S SHOWER/
CHANGING/
RESTROOM
111
STORAGE
112
JAN.
114 HWH
103
HMH
110
A B
21 C D E J K L
18x18 C 300 CFM
18x18
18x18
2 2
POC POC
3 3
3 3
3 3
3 3
TC
UEF-2
TC
UEF-1
.
6 M0.2
GENERAL NOTES
A. FIELD VERIFY EXISTING CONDITIONS AND NOTIFY
ARCHITECT AND ENGINEER OF ANY CONFLICTS OR
DISCREPANCIES.
B. PAINT EXTERIOR DUCTWORK. COORDINATE WITH
ARCHITECT FOR COLOR.
M
N
O
3 4
5 6
P Q
M
N
O
3 4
CHEMICAL
M101
LOUVER
LOUVER
1 IEF
18x12 M
18x12 M
7 M0.2
TC
IEF-1
5 6
P Q
18x12 M18x12 M
LOUVERLOUVER
24x12 J 165 CFM
2 8 IEF
M0.2
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D
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ONAL E E RYAN N I S N
1209 Pleasant Grove Blvd.Roseville, CA 95678p 916-771-0778 MEP & FS / Sustainability / CxA www.lpengineers.com T
R H
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A C
TCR MO
I E
E
T
B
IC L
E
W N P
R I
ENS
A
D
Ren. 9/30/23
No. C 30345
H
CALIF
A
OR I N S OF T TA E
DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
Date
GENERAL NOTES
1. This sheet is part of a set and is not to be used alone.2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:
FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
12/15/2023 10:28:59 AM
C:\Users\kschneeberger\Documents\22-2233_Roseville Johnson Pool_r21_kschneebergerU8R36.rvt M2.1 99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
MECHANICAL DEMO AND
NEW FLOOR PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
1 SCALE: 1/8" = 1'-0" POOL HOUSE DEMO FLOOR PLAN
4 SCALE: 1/8" = 1'-0" POOL HOUSE FLOOR PLAN
KEY NOTES
1 REMOVE (E) GRILLE/DIFFUSER AND RELATED
DUCTWORK SHOWN HATCHED BACK TO POD.
2 VOLUME DAMPER LOCATED IN DUCT DROP ABOVE
ROOF.
3 LOCATE GRILLE BETWEEN EXISTING FRAMING MEMBERS
WITH DUCT UP THROUGH ROOF.
2 SCALE: 1/8" = 1'-0" MECHANICAL RM DEMO FLOOR PLAN
3 SCALE: 1/8" = 1'-0" STORAGE DEMO FLOOR PLAN5 SCALE: 1/8" = 1'-0" MECHANICAL RM FLOOR PLAN6 SCALE: 1/8" = 1'-0" STORAGE FLOOR PLAN NN
N
NNN
NO. REMARKS DATE
Not for Construction
For Council Approval
GENERAL NOTES
A. FIELD VERIFY EXISTING CONDITIONS AND NOTIFY
ARCHITECT AND ENGINEER OF ANY CONFLICTS OR
DISCREPANCIES.
B. PAINT EXTERIOR DUCTWORK. COORDINATE WITH
ARCHITECT FOR COLOR.
(E) EVAPORATIVE
COOLER TO REMAIN
(E) EVAPORTIVE COOLER TO REMAIN POD
2 POD
A B
21 C D E J K L
2 1
UEF 2
(E) EVAPORATIVE UEF
COOLER TO REMAIN (E) EVAPORTIVE COOLER TO REMAIN
14x10
8x8
14x20
18x18
14x10
8x8
14x20
18x18
1 14x10
POC POC
1 1 1
A B
21 C D E J K L
14x10
14x10 EA (D)18x18 SA (D)
12x12 EA (D)
18x18 EA (D) 8x8 EA (D) 8x8 EA (D) 18x18 EA (D)
8x8 EA (D)14x10 EA (D)
18x18 SA (D)
3 M0.2
5 M0.2 TYP
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DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
Date
GENERAL NOTES
1. This sheet is part of a set and is not to be used alone.2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:
FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
12/15/2023 10:29:00 AM
C:\Users\kschneeberger\Documents\22-2233_Roseville Johnson Pool_r21_kschneebergerU8R36.rvt M4.1 99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
MECHANICAL DEMO AND
NEW ROOF PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
KEY NOTES
1 VOLUME DAMPER LOCATED IN DUCT DROP ABOVE
ROOF.
2 REMOVE (E) GRILLE/DIFFUSER AND RELATED
DUCTWORK SHOWN HATCHED BACK TO POD.
1 SCALE: 1/8" = 1'-0" POOL HOUSE DEMO ROOF PLAN
2 SCALE: 1/8" = 1'-0" POOL HOUSE ROOF PLAN
3 SCALE: 1/8" = 1'-0" MECHANICAL RM ROOF PLAN
NN
N
NO. REMARKS DATE
Not for Construction
For Council Approval
PLUMBING SPECIFICATIONS
1. THIS CONTRACTOR SHALL COMPLY WITH ALL CODES AND REGULATIONS IN EFFECT AT THE JOB SITE, INCLUDING, BUT NOT LIMITED TO:
A. 2022 CALIFORNIA BUILDING CODEB. 2022 CALIFORNIA MECHANICAL CODEC. 2022 CALIFORNIA PLUMBING CODED. 2022 CALIFORNIA ELECTRICAL CODEE. 2022 CALIFORNIA GREEN BUILDING STANDARDSF. 2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS - TITLE 24G. NATIONAL FIRE PROTECTION ASSOCIATIONH. CALIFORNIA STATE FIRE MARSHAL
2. ALL MATERIALS AND EQUIPMENT INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED FREE FROM ALL MECHANICAL, ELECTRICAL AND WORKMANSHIP DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ALL DAMAGED ITEMS INSTALLED UNDER THIS CONTRACT WITHOUT ADDITIONAL COST TO OWNER.
3. THE PLUMBING CONTRACTOR SHALL PROVIDE THE OWNER COPIES OF OPERATION, MAINTENANCE AND PREVENTATIVE MAINTENANCE MANUALS FOR EACH MODEL AND TYPE OF PLUMBING EQUIPMENT.
4. CHECK AND VERIFY EXISTING CONDITIONS AT THE JOB SITE BEFORE BEGINNING WORK. ADJUST THE LOCATION AND CONFIGURATION OF THE WORK NECESSARY TO SUIT ACTUAL CONDITIONS AND OTHER TRADES. ANY CHANGES REQUIRED MUST FIRST BE APPROVED BY THE ARCHITECT OR ENGINEER.
5. THE LOCATIONS OF EQUIPMENT, PIPING, AND SYSTEMS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE. CHANGES REQUIRED TO SUIT EXISTING CONDITIONS AND DUE TO COORDINATION WITH OTHER TRADES SHALL BE MADE AT NO EXTRA COST TO THE OWNER.
6. SUBMIT MANUFACTURER'S PRODUCT DATA INCLUDING NAME OF MANUFACTURER, TRADE NAME, MODEL, CAPACITY, OPTIONS, DIMENSIONS, WEIGHTS, INSTALLATION AND STARTUP DATA. EQUIPMENT PERFORMANCES SCHEDULED ARE MINIMUM CAPACITY, FLOW, EFFICIENCY, ETC. REQUIRED. WEIGHTS AND ELECTRICAL DATA SCHEDULED IS MAXIMUM AVAILABLE OR ALLOWABLE.
7. ALL EQUIPMENT IS TO BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER. USING ALL ACCESSORY EQUIPMENT AVAILABLE FROM THE MANUFACTURER FOR SUPPORTS, CONTROLS, ETC., TO MAKE A COMPLETE SYSTEM. ALL EQUIPMENT OR ACCESSORIES NEEDED AND NOT SHOWN OR SPECIFIED SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. ADJUST THE EQUIPMENT FOR PROPER OPERATION, CHECK ALL CONTROLS AND VERIFY THAT ALL SAFETY DEVICES ARE FUNCTIONING PROPERLY.
8. PROVIDE ACCESS DOORS WHERE ACCESS THROUGH FLOORS, WALLS OR CEILINGS IS REQUIRED TO ACCESS PLUMBING COMPONENTS OR OTHER SYSTEMS REQUIRING ACCESS FOR MAINTENANCE, TESTING OR OBSERVATION. COORDINATE THE EXACT TYPE AND LOCATION OF ACCESS DOORS TO PROVIDE PROPER ACCESS TO THE ITEM CONCEALED.
9. CHECK ALL SYSTEMS FOR LEAKS. CORRECT ANY DEFICIENCIES AS SOON AS DISCOVERED. OPERATE THE SYSTEMS AS A TEST AND DEMONSTRATE TO THE OWNER AND ARCHITECT OR ENGINEER THAT THE SYSTEM IS FUNCTIONING PROPERLY.
10. BEFORE COMMENCING WORK CHECK INVERT ELEVATIONS REQUIRED FOR SEWER CONNECTIONS, CONFIRM INVERTS AND ENSURE THAT THESE CAN BE PROPERLY CONNECTED WITH SLOPE FOR DRAINAGE AND COVER TO AVOID FREEZING. VERIFY THE LOCATION OF ALL SERVICES. NO EXTRA COSTS SHALL BE ALLOWED IF SERVICES ARE NOT AS SHOWN.
11. COORDINATE ALL NEW OR CHANGING UTILITY SERVICES WITH UTILITY PROVIDER AS SOON AS POSSIBLE. ALL WORK PERFORMED NOT IN ACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS PRIOR TO COORDINATING WITH THE UTILITY COMPANY SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
12. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT.
13. MAKE ALL CONNECTIONS TO EQUIPMENT AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER AS FAR AS TRAPS, DRAINS, FLEXIBLE CONNECTIONS, ETC. AND AS REQUIRED BY THE EQUIPMENT AND LOCATION.
14. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS, FIXTURE MOUNTING HEIGHTS AND ADA ACCESSIBILITY REQUIREMENTS.
PLUMBING LEGEND
SYMBOL ITEM ABBR.
EQUIPMENT DESIGNATION /UNIT ABBREVIATIONNUMBER
WH
1 1
P-1
DETAIL DESIGNATIONDETAIL NUMBERSHEET NO. WHERE SHOWN
V
G
MG
LPG
S
GW
AV
AW
SD
RD
OD
C
SCD
T&P
FS
DOMESTIC COLD WATERDOMESTIC HOT WATERDOMESTIC HOT WATER RETURNVENTGASMEDIUM PRESSURE GASLIQUID PROPANE GASSEWERGREASE WASTEACID VENTACID WASTESTORM DRAINROOF DRAINOVERFLOW DRAINCONDENSATE DRAINSECONDARY CONDENSATE DRAINTEMPERATURE & PRESSURE RELIEFFIRE SPRINKLERPIPE CAPPIPE RISER / DROPFLOOR CLEANOUTSHUT-OFF VALVE IN BOXCLEANOUT TO GRADE FCO
COTG
WALL CLEANOUTCLEANOUTHOSE BIBBOVERFLOW DRAIN OUTLETGATE VALVEBALL VALVECHECK VALVEMIXING VALVESHUT-OFF COCKCIRCULATION PUMPBALANCING VALVETRAP PRIMERTYPICALVENT THRU ROOFUNDERGROUNDUNDER FLOORABOVE CEILINGTO ABOVE / BELOWFROM ABOVE / BELOWCONTINUATIONNEWEXISTINGPOINT OF DIS/CONNECTION CWHWHWRVGMGLPGSGWAVAWSDRDODCSCDT&PFS(R)/(D)SOVFCOCOTGWCOCOTP(TYP)VTRUGUFAB.C.TA / TBFA / FB(N)(E)
POD / POC
PRESSURE REDUCING VALVE PRV
HBBVGVCHK.VTMVSOCCPBLVCONT.
GAS PRESSURE REGULATOR GPR
D DRAIN
D
EV AUTOMATIC EARTHQUAKE VALVE EV
WC-1
FIXTURE DESIGNATION /UNIT ABBREVIATIONNUMBER
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DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
Date
GENERAL NOTES
1. This sheet is part of a set and is not to be used alone.2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:
FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
12/15/2023 9:40:26 AM
C:\Users\leonard\Documents\22-2233_Roseville Johnson Pool_r21_lyalong3Z68D.rvt P0.1 99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
PLUMBING NOTES,
LEGENDS, AND
SPECIFICATIONS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
PLUMBING SHEET INDEX
SHEET NUMBER SHEET NAME
P0.1 PLUMBING NOTES, LEGENDS, AND SPECIFICATIONS
P0.2 PLUMBING SCHEDULESP0.3 PLUMBING DETAILSP1.0 PLUMBING DEMO SITE PLANP1.1 PLUMBING SITE PLANP2.1 PLUMBING DEMO AND NEW W&G FLOOR PLANP2.2 PLUMBING DEMO AND NEW W&V FLOOR PLANP4.1 PLUMBING DEMO AND NEW ROOF PLAN NO. REMARKS DATE
Not for Construction
For Council Approval
PIPE HANGER SCHEDULE
HANGER ROD SIZING
PER 2022 CPC TABLE 313.3
CAST-IRON
HUBLESS
EVERY OTHER JOINT, UNLESS OVER4 FEET THEN SUPPORT EACH JOINT; NOTES 1,2,3,4
MATERIALS
CAST-IRON
HUBLESS
TYPES OF
JOINTS HORIZONTAL
BASE AND EACH FLOOR,
NOT TO EXCEED 15 FEET
VERTICAL
COPPER TUBE
AND PIPE
1-1/2 INCHES AND SMALLER, 6 FEET;
2 INCHES AND LARGER, 10 FEET
SOLDERED OR
BRAZED
EACH FLOOR, NOT TO EXCEED 10
FEET; NOTE 5
STEEL PIPE FOR
GAS
1/2 INCH, 6 FEET; 3/4 INCH
AND 1 INCH, 8 FEET; 1-1/4 INCHES
AND LARGER, 10 FEET; NOTE 7
THREADED OR
WELDED
SCHEDULE 40
PVC AND ABS
DWV
ALL SIZES, 4 FEET; ALLOW FOR
EXPANSION EVERY 30 FEET;
NOTES 3,6
SOLVENT
CEMENTED
BASE AND EACH FLOOR; PROVIDE
MID-STORY GUIDES; PROVIDE FOR
EXPANSION EVERY 30 FEET; NOTE 6
1/2 INCH, 6 FEET; 3/4 INCH
AND 1 INCH, 8 FEET; 1-1/4 INCHES
AND LARGER, EVERY FLOOR; NOTE 7
1/2 - 4
5 - 8
10 -12
ROD SIZE
(IN)
3/81/25/8
PIPE AND
TUBE SIZE (IN)
PER 2022 CPC TABLE 313.6
NOTES:1. SUPPORT ADJACENT TO JOINT, NOT TO EXCEED 18".2. SEISMIC BRACE NOT TO EXCEED 40 FOOT INTERVALS TO PREVENT HORIZONTAL MOVEMENT.3. SUPPORT AT EACH HORIZONTAL BRANCH CONNECTION.4. HANGERS SHALL NOT BE PLACED ON THE COUPLING.5. VERTICAL WATER LINES SHALL BE PERMITTED TO BE SUPPORTED IN ACCORDANCE WITH RECOGNIZED ENGINEERING PRINCIPLES WITH REGARD TO EXPANSION AND CONTRACTION, WHERE FIRST APPROVED BY THE AUTHORITY HAVING JURISDICTION.
6. SEE THE APPROPRIATE IAPMO INSTALLATION STANDARD FOR EXPANSION AND OTHER SPECIAL REQUIREMENTS.7. NATURAL GAS PIPING TO BE SUPPORTED PER 2022 CPC TABLE 1210.3.5.1.
TOTAL 1450
NATURAL GAS SIZING TABLE
BASED ON 2022 CPC EQUATION 1215.3(1) LOW
PRESSURE (SCHEDULE 40 METALLIC)
PIPE LENGTH (FT)= 125
4 4.026 5941
GAS EQUIPMENT CAPACITIES
EQUIPMENT GAS LOAD (MBH)POOL BOILER 1250
MAXIMUM LOAD (MBH)= 1450
PIPE SIZE PIPE ID MAX. MBH
1/2 0.622 443/4 0.824 92
1 1.049 174
1-1/4 1.38 3571-1/2 1.61 535
2 2.067 1032
2-1/2 2.469 1646
3 3.068 2911
WH-3 200
BATHTUB OR BATH/SHOWER 7 2 14 4 3.0 3.0 28
U DRINKING FOUNTAIN 2 0.5 1 0.5 0.5 1
LAVATORY (SINGLE) 5 1 5 1 0.8 0.8 5
U SERVICE SINK 2 3 6 3 2.3 2.3 6
FLOOR DRAIN 10 2 20 0
U SINK, 2" TRAP 1 4 4 2 1.5 1.5 2U URINAL 2 2 4 4 4.0 8U WATER CLOSET, FLUSH VALVE 6 4 24 5 5 30 TOTAL FIXTURE UNITS 78.0 30.8 80.0
EQUIVALENT COLD WATER FLOW RATE (GPM): 63
ADDITIONAL WATER DEMAND LOAD (GPM)AVAILABLE STATIC PRESSURE IN WATER MAIN (PSI) 75 MINIMUM REQUIRED FIXTURE PRESSURE (PSI): 25ELEVATION RISE (FT): 5METER LOSS (PSI): 0.0BACKFLOW PREVENTER LOSS (PSI): 0.0 ADDITIONAL LOSSES (PSI): 0
EQUIVALENT PIPE LENGTH FROM METER TO MOST REMOTE FIXTURE (FT): 160FRICTION LOSS PRESSURE AVAILABLE (PSI): 47.83MAXIMUM ALLOWABLE FRICTION LOSS (PSI/100 FT): 29.89WATER FLOW VELOCITY (FPS): 6.50CALCULATED FRICTION HEAD LOSS (PSI/100 FT): 4.17MINIMUM REQUIRED 'WATER' PIPE SIZE (INCHES)(BASED ON TYPE L CU): 2MINIMUM REQUIRED 'WASTE' PIPE SIZE (INCHES): 4(CALCULATIONS PER THE UPC/CPC)
WATER AND WASTE MAINS CALCULATIONS
JOB NAME: Johnson Pool DATE 08/24/23
USE
FIXTURE TYPE NO. WASTE WATER
BOTH CW HW
FU TOTAL FU FU FU TOTAL
1-1/2" 1.505 44.4 8.0 103 35 27.7 5.0 49
2" 1.985 77.2 8.0 259 136 48.2 5.0 119
FPS TANK VALVE
1/2" 0.545 5.8 8.0 7 0 3.6 5.0 43/4" 0.785 12.1 8.0 16 0 7.5 5.0 10 1" 1.025 20.6 8.0 32 0 12.9 5.0 18
1-1/4" 1.265 31.3 8.0 56 14 19.6 5.0 30
WATER PIPE SIZING CHART (COPPER)
PIPE SIZES CALCULATED BASED ON UPC/CPC APPENDIX A
SIZE: TYPE L COPPER COLD WATER HOT WATER
NOMINAL
DIAMETER
INTERNAL
DIAMETER GPM
FIXTURE UNITS
GPM FPS FIXTURE UNITS
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DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
Date
GENERAL NOTES
1. This sheet is part of a set and is not to be used alone.2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:
FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
12/15/2023 9:40:29 AM
C:\Users\leonard\Documents\22-2233_Roseville Johnson Pool_r21_lyalong3Z68D.rvt P0.2 99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
PLUMBING SCHEDULES
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
PLUMBING EQUIPMENT SCHEDULE
TYPE MARK FIXTURE S or W V CW HW DESCRIPTION
ET 1 EXPANSION TANK --- --- 3/4" --- BELL & GOSSETT MODEL PT-5, STEEL SHELL, BUTYL DIAPHRAGM TYPE EXPANSION TANK PRE-CHARGED TO 40 PSI WITH 2.0 GALLON TANK CAPACITY, 0.9 GALLON ACCEPTANCE CAPACITY.
ET 2 EXPANSION TANK --- --- 3/4" --- BELL & GOSSETT MODEL PT-5, STEEL SHELL, BUTYL DIAPHRAGM TYPE EXPANSION TANK PRE-CHARGED TO 40 PSI WITH 2.0 GALLON TANK CAPACITY, 0.9 GALLON ACCEPTANCE CAPACITY.ET 3 EXPANSION TANK --- --- 3/4" --- BELL & GOSSETT MODEL PT-5, STEEL SHELL, BUTYL DIAPHRAGM TYPE EXPANSION TANK PRE-CHARGED TO 40 PSI WITH 2.0 GALLON TANK CAPACITY, 0.9 GALLON ACCEPTANCE CAPACITY.
WH 1
ELECTRIC
WATER
HEATER --- --- 3/4" 3/4"
A.O. SMITH MODEL DEN-52 STORAGE TANK TYPE, 55 GALLON CAPACITY, 61 GPH RECOVERY AT 60°F RISE. (2) 4.5 KW SIMULTANEOUS ELEMENT OPERATION, 9 KWMAXIMUM. 240v/3ø, UL LISTED. OPERATING WEIGHT 625 LBS.
WH 2
ELECTRIC
WATER
HEATER --- --- 3/4" 3/4"
A.O. SMITH MODEL DEN-52 STORAGE TANK TYPE, 55 GALLON CAPACITY, 61 GPH RECOVERY AT 60°F RISE. (2) 4.5 KW SIMULTANEOUS ELEMENT OPERATION, 9 KWMAXIMUM. 240v/3ø, UL LISTED. OPERATING WEIGHT 625 LBS.
WH 3
GAS
WATER
HEATER --- --- 3/4" 3/4"
A.O SMITH MODEL ACT-199I-N, CONDENSING INSTANTANEOUS TYPE, NATURAL GAS WATER HEATER. 10 GPM AT -- F RISE, 199,000 BTUH GAS INPUT, ULTRA-LOWNOX, 0.93 ENERGY FACTOR W/ INTEGRAL CIRCULATION PUMP. POWER-DIRECTVENT WITH 3" DIA CPVC EXHAUST AND INTAKE PIPING, PROVIDE CONCENTRICTERMINATION KIT AND ACID NEUTRALIZATION KIT. UNIT PROVIDED WITHHIGH-TEMP SHUT-OFF SWITCH. PROVIDE PRESSURE ONLY RELIEF VALVE ANDISOLATION VALVE KIT. 120 VAC/60HZ ELECTRICAL SERVICE.
PLUMBING FIXTURE SCHEDULE
MARK FIXTURE S or W V CW HW DESCRIPTION
DF-1
DRINKING
FOUNTAIN
(CBC ACCESS)
2" 1-1/2" 1/2" ---
HAWS #1011, VANDAL RESISTANT BI-LEVEL DRINKING FOUNTAIN, 18 GA. 304STAINLESS STEEL, PUSHBUTTON ACTIVATION. WATTS #CA-431-1-Q DOUBLECARRIER. INSTALL PER ADA REQUIREMENTS.
EES-1
EMERGENCY
SHOWER &
EYE/FACE
WASH
(CBC ACCESS)
2" 1-1-/2" 1-1/4" 1-1/4"
HAWS MODEL #8300-8309CRP COMBINATION SHOWER AND EYE/FACE WASH, WITH A STAINLESS STEEL 11" ROUND BOWL, AXION MSR EYE/FACE WASH HEAD WITH
3.7 GPM FLOW, AXION MSR SHOWERHEAD WITH 20 GPM, CHROME-PLATED BRASSSTAY OPEN-BALL VALVE EQUIPPED WITH A STAINLESS STEEL BALL AND STEM (<5LBS FORCE TO OPERATE), WHEEL CHAIR ACCESSIBILITY. SCHEDULE 40GALVANIZED STEEL PIPE AND FITTINGS, CAST-IRON 9" FLOOR FLANGE, YELLOWPLASTIC POP-OFF DUST COVER FOR EYEWASH HEAD, AND 1-1/4" NPT SUPPLY.PROVIDE MODEL 9201E THERMAL MIXING VALVE. INSTALL PER CBC ACCESSREQUIREMENT.
FD-1 FLOOR DRAIN 2" 1-1/2" TP --- ZURN MODEL Z415B, 5" DIAMETER NICKEL BRONZE TOP WITH 2" PIPE, FLANGE AND SEEPAGE PAN. PROVIDE TRAP PRIMER CONNECTION.
FD-2 FLOOR DRAIN 3" 2" TP --- ZURN MODEL Z415B, 5" DIAMETER NICKEL BRONZE TOP WITH 3" PIPE, FLANGE AND SEEPAGE PAN. PROVIDE TRAP PRIMER CONNECTION.
FS-1 FLOOR SINK 2" 1-1/2" TP --- WATTS #FS-740, COATED CAST IRON, ACID RESISTANT PAINTED INTERIOR, 12" SQUARE TOP WITH 1/2 GRATE, 8" DEEP SUMP, DOUBLE DRAINAGE FLANGE BOTTOM CAULK OUTLET, & DOME STRAINER. PROVIDE TRAP PRIMER CONNECTION.
HB-1 HOSE BIB --- --- 3/4" --- "WOODFORD" #24, WALL HYDRANT, VACUUM BREAKER, LOOSE TEE-KEY HANDLE, ROUGH BRASS.
JS-1 JANITOR'S SINK 3" 2" 3/4" 3/4" FLORESTONE MODEL MSR-2424, 24"x24", MOLDED JANITOR SINK, FLAT STAINLESS STEEL STRAINER, CHICAGO FAUCET #897-RCF LEVER HANDLE FAUCET WITH VACUUM BREAKER, PAIL HOOK, 5' HOSE, HOSE HOOK AND WALL BRACE.
L-1 LAVATORY (CBC ACCESS) 2" 1-1/2" 1/2" ---
KOHLER MODEL NO. K-2005 LAVATORY, CBC ACCESS COMPLIANT, WHITEVITREOUS CHINA, WALL MOUNTED, CONCEALED HANGER, W/ OVERFLOW,21-1/4"x18-1/8". DRILLED WITH 3 HOLES, 4" CENTERS FOR CHICAGO MODEL3600-E2805AB METERING FAUCET, (0.5 GPM), WITH CHROME FINISH. PROVIDE GRIDSTRAINER, SUPPLIES, STOPS AND P-TRAP. PROVIDE MIFAB MODEL NO. MC-41FIXTURE CARRIER W/ CONCEALED ARMS, INSTALL IN ACCORDANCE WITH CBC ACCESS REQUIREMENTS.
S-1 SINK (CBC ACCESS) 2" 1-1/2" 1/2" 1/2"
“JUST” #SL-ADA-2131-A-GR, ADA COMPLIANT SELF RIMMING COUNTER MOUNTEDSINK, 18 GAUGE TYPE 304 STAINLESS STEEL SINGLE COMPARTMENT UNIT WITH28"X16"X6-1/2" DEEP BOWL, RIGHT REAR DRAIN, 1 HOLE CENTER PUNCH, PROVIDEW/ ADDITIONAL HOLE PUNCH FOR DISHWASHER AIR GAP. “AMERICAN STANDARD”#4433.100.F15 SINGLE CONTROL KITCHEN FAUCET WITH PULL-OUT SPRAY, 1.5 GPM AERATOR. PROVIDE ADA OFFSET DRAIN, SUPPLIES, STOPS AND P-TRAP. PROVIDE BADGER 5 INSINKERATOR GARBAGE DISPOSER W/ 120v/1ø/60Hz, 1/2 HPELECTRICAL SERVICE.
SH-1 SHOWER (CBC ACCESS) --- --- 3/4" 3/4" BRADLEY MODEL HN250-T24 - HD/SX FLUSH MOUNTED INDIVIDUAL WALL SHOWER ADA COMPLIANT. 2.0 GPM FLOW CONTROL, EQUA-FLO HEAVY DUTY PRESSURE BALANCED MIXING VALVE.
SH-2 SHOWER (CBC ACCESS) --- --- 3/4" 3/4" BRADLEY MODEL WS-1WCA-HD/SX/SHV-RSD SURFACE MOUNTED INDIVIDUAL WALL SHOWER.
TD-1 TRENCH DRAIN 4" 2" --- --- WATTS “DEAD LEVEL P” TRENCH DRAIN, BOTTOM OUTLET, W/ CLASS A STAINLESS STEEL SLOTTED GRATE. 4'-0" OVERALL APPROXIMATE LENGTH, PROVIDE SECTIONS AS REQUIRED.
TP-1 TRAP PRIMER --- --- 1/2" --- PRECISION PLUMBING PRODUCTS, INC. #PR-500 PRIME-RITE. PROVIDE PPP MODEL D-1212PC WALL ACCESS PANEL, PAINT ACCESS DOOR, COLOR BY ARCHITECT.TP-2 TRAP PRIMER --- --- 1/2" --- PRECISION PLUMBING PRODUCTS, INC. #MPB-500-115v ELECTRONIC TRAP PRIMER W/ BOX AND ACCESS COVER. 120v/1ø, 0.23 AMPS.
U-1 URINAL (CBC ACCESS) 2" 2" 1-1/4" ---
KOHLER MODEL No. K-4991-ET SIPHON JET URINAL, WALL MOUNTED, TOP SPUD,WHITE VITREOUS CHINA. COMPLETE W/ SLOAN MODEL No. 186-0.125 MANUALFLUSHOMETER VALVE (0.125 GPF). PROVIDE MIFAB MODEL No. MC-32 CARRIER.INSTALL IN ACCORDANCE WITH CBC ACCESS REQUIREMENTS. SEE ARCHITECTURAL PLANS FOR MOUNTING HEIGHTS.
WC-1
WATER
CLOSET
(CBC ACCESS)
4" 2" 1-1/4" ---
KOHLER #K-96057-SS, ELONGATED TOILET, VITREOUS CHINA, FLOOR MOUNT.CENTOCO #500STSCC.001, HEAVY DUTY TOILET SEAT, SOLID PLASTIC, OPENFRONT LESS COVER. SLOAN ROYAL 111-1.28-SG, MANUAL FLUSH VALVE, 1.28 GPF,POLISHED CHROME FINISH. INSTALL PER CBC ACCESS REQUIREMENTS.
WC-2
WATER
CLOSET
(CBC ACCESS)
4" 2" 1-1/4" ---
KOHLER #K-96057-SS, ELONGATED TOILET, VITREOUS CHINA, FLOOR MOUNT.CENTOCO #500STSCC.001, HEAVY DUTY TOILET SEAT, SOLID PLASTIC, OPENFRONT LESS COVER. SLOAN ROYAL 111-1.28-SG, MANUAL FLUSH VALVE, 1.28 GPF,POLISHED CHROME FINISH. INSTALL PER CBC ACCESS REQUIREMENTS.
NO. REMARKS DATE
Not for Construction
For Council Approval
VIEW B-B SEISMIC TRAPEZE SUPPORT
VIEW A-A
SEISMIC SUPPORT NON-SEISMIC SUPPORT
7 65
10 9
11 3
21 8
4 11
21 7
65 8
10 9
2 12
6 13 1
6 75
45°±(TYP)
B B
A
A
45° ± 15°(TYP)
45°±
(TYP)
1. PIPE, SEE PLAN FOR SIZE AND ROUTING.2. PIPE INSULATION WHERE APPLICABLE, SEE SPECIFICATIONS. PROVIDE INSULATION PROTECTION SADDLE, MIN. 12" LONG, B-LINE B3151 OR EQUAL. MAY BE SUBSTITUTED FOR PRE-INSULATED CALCIUM SILICATE SHIELD SUPPORT, B-LINE B338 OR EQUAL.
3. STANDARD CLEVIS PIPE HANGER, COATED OR PLATED TO ISOLATE HANGER FROM DISSIMILAR METAL PIPING, B-LINE B3100 OR EQUAL.4. ADJUSTABLE 'J' PIPE HANGER, COATED OR PLATED TO ISOLATE HANGER FROM DISSIMILAR METAL PIPING, B-LINE B3690 OR EQUAL.5. 3/8"ø THREADED ROD, B-LINE ATR OR EQUAL.6. 1-5/8"x1-5/8"x12 GA UNISTRUT CHANNEL, B-LINE B22 OR EQUAL.7. ROD STIFFENER, B-LINE TOLCO MODEL 98B OR EQUAL, MIN. 1" FROM TOP AND BOTTOM OF UNISTRUT AND MAX. 28" O.C., TORQUE TO 10 FT-LBS.8. 3/32"ø PRE-STRETCHED GALVANIZED AIRCRAFT CABLE, 7x19 STRAND CORE.9. 2"x3"x1/4" X 1-5/8" WIDE GALVANIZED STEEL ANGLE, B-LINE MODEL B154 OR EQUAL.10. CABLE THIMBLE AND CABLE CLIPS.11. NUT AND WASHER, TOP AND BOTTOM.12. NUT, TOP AND BOTTOM WITH UNISTRUT SQUARE WASHER, B-LINE MODEL B201ZN OR EQUAL.13. PIPE CLAMP, B-LINE SERIES B2000 OR EQUAL.NOTES:A. HANGER SPACING TO BE PER SPECIFICATIONS. MAXIMUM SPACING MAY NOT EXCEED 2019 CPC TABLE 313.3.B. PROVIDE ROD STIFFENERS ONLY WHERE ROD LENGTH FROM SEISMIC BRACING TO UPPER ATTACHMENT EXCEEDS 18".C. SEISMIC RESTRAINTS ARE NOT REQUIRED FOR 3/4" AND SMALLER GAS PIPING, AND FOR ALL OTHER PIPING 2" AND SMALLER.D. SEISMIC RESTRAINTS ARE NOT REQUIRED FOR ALL PIPING SUSPENDED BY INDIVIDUAL HANGERS 12" OR LESS IN LENGTH FROM TOP OF PIPE TO BOTTOM OF ATTACHMENT TO STRUCTURE.
1. FLOOR/ROOF, SEE STRUCTURAL DRAWINGS.2. FLOOR/ROOF FRAMING, SEE STRUCTURAL DRAWINGS.
3. 4x4 BLOCKING BETWEEN JOISTS W/ U44
HANGERS AT EACH END, TYP.
4. 1" x 20 GA. GALV. SHEET METAL STRAP.5. 3/8"ø THREADED ROD, B-LINE ATR OR EQUAL.6. 3"x3"x1/4" GALVANIZED STEEL ANGLE.7. 1-5/8"x1-5/8"x12 GA UNISTRUT CHANNEL, B-LINE B22 OR EQUAL.
8. 3/32"ø PRE-STRETCHED GALVANIZED AIRCRAFT
CABLE, 7x19 STRAND CORE.
9. (2) #12 x 1" SMS, 2" O.C. MIN.10. 3"x3"x1/4" x 5" LONG GALVANIZED STEEL ANGLE, ATTACH TO FRAMING WITH (2) 1/2"ø BOLTS OR THREADED ROD WITH NUTS AND WASHER.
11. NUT, TOP AND BOTTOM.12. NUT AND WASHER, TOP AND BOTTOM.13. 3/8"ø THREADED ROD THROUGH SUPPORT MEMBER WITH NUT AND WASHER EA END.
14. UNIVERSAL SWAY BRACE UPPER ATTACHMENT,
B-LINE TOLCO FIG. 980 OR EQUAL.
15. 2"x3"x1/4" x 1-5/8" WIDE GALVANIZED STEEL
ANGLE, B-LINE MODEL B154 OR EQUAL.
16. CABLE THIMBLE AND CABLE CLIPS.
AT FRAMING MEMBERS
BETWEEN FRAMING MEMBERS
AA
9 10 1 2 13 14 13 13
4 5 11
6 7 8 16
15 2" MIN. (TYP)1" MIN. (TYP)
9 12 1 2 3 13 13
4 5
6 7 8 16
15 14 13
9/16"ø HOLE (TYP)
2-1/2"1-1/4"
5"
VIEW A-A
5 11
10 7895
643
2 1
1. LAVATORY OR
SINK.
2. COUNTER.3. SLIP-JOINT
FITTING.
4. TRAP.5. WALL.6. FINISHED FLOOR.7. 3/4" CONDENSATE
DRAIN IN WALL.
8. NEOPRENE HOSE
& CLAMPS.
9. ESCUTCHEON
PLATE.
WH
-
CW
HW
PLAN VIEW
0' - 3" MIN (TYP.)
1. HOT WATER OUTLET.2. GATE VALVE (TYP.)3. ASME TEMP. & PRESSURE RELIEF VALVE.4. FULL SIZE REFLIEF TO JAN SINK.5. COLD WATER INLET.6. MAGNESIUM ANODE.7. 2" WIDE 24 GA STEEL STRAP AROUND WATER HEATER. SECURE TO UNISTRUT WITH 3/8" DIA BOLT WASHER AND CHANNEL NUT (2 PER STRAP) (2 STRAPS PER WATER HEATER) W/ 2" BEND ON STRAP AT END.
8. "B-LINE", B-22 CHANNEL. SECURE TO WALL
W/ 1/2" DIA LAG BOLTS, MIN 3" EMBEDMENT. (1) EACH END AT 3" MIN FROM END OF CHANNEL.
9. DRAIN COCK.10. 2" x 2" x 3/16" WASHER EACH END.11. EXPANSION TANK.12. WATER HEATER. SEE SCHEDULE. 13. HOT WATER INLET. 1 11
2 13
5 3
6 4
10 9
7 7
8 12
NOTE: SEE PIPING MATERIAL
SCHEDULE
CAST IRON PIPE ABS PIPE
12 3
4 5
6 78
1. S.S. RETAINING CLAMP2. C.I. 1/8 BEND3. C.I. DRAIN LINE4. CAULK JOINT WITH LEAD. NO WATER TO STAND ON LIP.5. ABS 1/8 BEND6. ABS DRAIN LINE7. ROUND ADJUSTABLE C.I. TOP, TRACTOR COVER. SET TOP FLUSH WITH CONCRETE.8. TOP OF CONCRETE FLOOR 12345678
NOTE: SEE PIPING
MATERIAL
SCHEDULE
CAST IRON PIPE ABS PIPE
1. VENT STACK.2. FACE OF WALL.3. SANITARY TEE.4. CHROME PLATED COVER & SCREW.
5. THREADED PLUG.6. NO-HUB COUPLING
STAINLESS STEEL COVER.
7. ABS FLANGED
FITTING.
8. DRAIN LINE.
3 2
1 1. URINAL, SEE FIXTURE SCHEDULE2. WALL CLEANOUT COVER, CAN BE LOCATED ON EITHER SIDE OF URINAL; COORDINATE LOCATION WITH ARCHITECTURAL.
3. CLEANOUT CONNECTION, LOCATE
ABOVE URINAL TRAP AND BELOW URINAL VENT CONNECTION.
23456
7 8
9 10
1112
1 1. FACE OF WALL.2. 3/4" CW.3. 1/2" GV.4. UNION.5. 1/2" CW DOWN.6. SEAL WATERTIGHT.7. 1/2" CW BELOW FLOOR.8. 1/2" CW TRAP, CONNECT AS REQ'D.9. FINISH FLOOR.10. FLOOR DRAIN / SINK.11. ACCESS PANEL (STAINLESS STEEL).12. TRAP PRIMER. 1 2
34 2X INDIRECT WASTE
PIPE DIAMETER, 2" MIN.
1. SEE PLUMBING FLOOR PLAN
FOR PIPE ROUTING AND EQUIPMENT LAYOUT.
2. INDIRECT WASTE DRAIN PIPE.
SEE DRAWINGS FOR PIPE SIZE.
3. AIR GAP.4. FLOOR SINK. SEE PLUMBING
FIXTURE SCHEDULE.
1 234
5 6
7 2 14
8 9
10 11
12 13
CW
HW
1. INSTANTANEOUS WATER HEATER, SEE
SCHEDULE.
2. MFGR SUPPLIED MOUNTING BRACKET TOP
AND BOTTOM. SECURE TO STRUCTURE
WITH 3/16" LAG BOLTS AND WASHERS, (2) TOP AND (2) BOTTOM.
3. 3"
∅ PVC FLUE, SEE PLAN FOR ROUTING.
4. 2X BLOCKING BETWEEN STUDS.5. 3"
∅ PVC COMBUSTION AIR INTAKE.
6. GAS PIPING, SEE PLAN FOR SIZE.7. WATTS LFTWH ISOLATION VALVES (OR
EQUALS), TYP
8. UNION, TYP.9. H&CW PIPE, SEE PLAN FOR SIZE.10. EXPANSION TANK, SEE SCHEDULE.11. 2" WIDE 24 GA STEEL STRAP AROUND EXPANSION TANK. SECURE TO STUDS OR BLOCKING WITH 3/8"
∅ LAG BOLTS WITH
MIN. 2" PENETRATION
12. PROVIDE PRESSURE ONLY RELIEF VALVE,
DRAIN TO OUTSIDE @ 6" A.F.G.
13. BALL VALVE, TYP.14. 3/4" CONDENSATE ROUTE TO FLOOR SINK. 3 2 1 5
4 4"
2"
6"
1. PRECAST CONCRETE VALVE BOX
WITH CAST IRON LID LABELED "SEWER", CHRISTY G05, OR EQUAL FOR TRAFFIC AREAS
2. PRECAST CONCRETE VALVE BOX
WITH CONCRETE LID LABELED "SEWER", CHRISTY F08, OR EQUAL FOR NON-TRAFFIC AREAS
3. TAPERED CONCRETE CIRCULAR
COLLAR
4. 6" CONCRETE COLLAR5. CLEAN-OUT PLUG (TYP 2)
3 2 1
4 6
5 7
NON-TRAFFIC AREA TRAFFIC AREA
4"
2"
6"
1. PRECAST CONCRETE VALVE BOX, CHRISTY N30, OR EQUAL.2. H20 TRAFFIC RATED STEEL CHECKER PLATE LID WITH LABEL "WATER"3. TAPERED CONCRETE CIRCULAR COLLAR4. 6" CONCRETE COLLAR5. PRESSURE REDUCING VALVE WITH INTEGRAL "Y" STRAINER (SET @ 75 PSI). SEE PLUMBING SCHEDULE.6. COLD WATER SUPPLY7. SHUT-OFF GATE VALVE WITH RISING STEM OR KEY-NUT. WITH RISING STEM, VALVE HANDLE TO BE WITHIN 18" OF GRADE 11 7
8 4
321
5 6
12 9
10 12" MIN.
1. CONCENTRIC VENT KIT. PROVIDE ONE-PIECE
EXTENSION AS REQUIRED TO ALLOW MINIMUM ROOF CLEARANCE. COORDINATE WITH MANUFACTURER'S REQUIREMENTS.
2. EPOXY SEALING COMPOUND.3. SEAMLESS LEAD FLASHING WITH 8" SKIRT.4. ROOFING, SEE ARCHITECTURAL PLANS.5. CAULK TYPE COUNTER FLASHING SLEEVE WITH VANDAL PROOF SCREWS AND WATERPROOFING COMPOUND.
6. SECURE CONE FLASHING TO BLOCKING WITH
(4) #12x2 WOOD SCREWS, EVENLY SPACED.
7. ROOF JOISTS, SEE STRUCTURAL PLANS.8. 4x4 BLOCKING BETWEEN JOISTS WITH SIMPSON U44 HANGER AT EACH END, TYP.
9. 12 GA. WIRE BRACING, (4) TOTAL, (4) TIGHT
TURNS WITHIN 1-1/2" AT EACH END, TYP.
10. WALL GUIDE.11. 3" PVC FLUE AND VENT PIPING, SEE PLANS FOR ROUTING.
12. 1/4"Ø EYE SCREW WITH 2-3/4" SHANK
LENGTH, MIN 1-1/4" EMBEDMENT.
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DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
Date
GENERAL NOTES
1. This sheet is part of a set and is not to be used alone.2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:
FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
12/15/2023 9:40:33 AM
C:\Users\leonard\Documents\22-2233_Roseville Johnson Pool_r21_lyalong3Z68D.rvt P0.3 99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
PLUMBING DETAILS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
NTS PIPE HANGER DETAIL
1 NTS HANGER UPPER ATTACHMENTS
2 NTS CONDENSATE TO TAILPIECE DETAIL 3
NTS ELECTRIC WATER HEATER
5 NTS FLOOR CLEANOUT (FCO)
6 NTS WALL CLEANOUT (WCO) 7
NTS URINAL CLEANOUT DETAIL
9 NTS TRAP PRIMER PIPING DETAIL
8 NTS INDIRECT WASTE DETAIL
4 NTS GAS INSTANTANEOUS WATER HEATER 10NTS TWO-WAY CLEANOUT (COTG) 12NTS CW SHUT-OFF VALVE 11NTS CONCENTRIC VENT THROUGH ROOF 13 NO. REMARKS DATE
Not for Construction
For Council Approval
(E) STORAGE
(E) POOL DECK
(E) POOL HOUSE
LOWER AREA
(E)
MECHANICAL
ROOM
(E) POOL
(E) LANDSCAPE
(E)
COVERED
BENCHES
(E) TREE
(E)
WATER
SLIDE
D STREET
VERNON STREET
4TH STREET
(E)2" G
(E)3/4" G
(E)2" G (R)
(E) GAS METER
(E)2" G (UG)
(E)2" G (UG)
1 1
POD
GENERAL NOTES
A. FIELD VERIFY CONDITIONS PRIOR TO PERFORMING
WORK AND NOTIFY ARCHITECT/ENGINEER OF ANY CONFLICTS OR DISCREPANCIES.
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DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
Date
GENERAL NOTES
1. This sheet is part of a set and is not to be used alone.2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:
FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
12/15/2023 9:40:35 AM
C:\Users\leonard\Documents\22-2233_Roseville Johnson Pool_r21_lyalong3Z68D.rvt P1.0 99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
PLUMBING DEMO SITE
PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
1 SCALE: 1" = 10'-0" PLUMBING DEMO SITE PLAN
KEY NOTES
1 REMOVE EXISTING PIPING SHOWN DASHED BACK TO
POD.
NO. REMARKS DATE
Not for Construction
For Council Approval
(N) POOL DECK
SEE POOL DWG
POOL HOUSE
(N)
MECHANICAL
ROOM
(E) TREE
(N) POOL
SEE POOL DWG
LOWER AREA
(N)
STORAGE
D STREET
4TH STREET
VERNON STREET
WH
WH
FD
FD FD
FD
FD FD
FD
FD
FD
FD
FD
FD
FD
UP
UP
UP
UP
(E) GAS METER
POC
3" G(R)
3" G (UG)
3" G (UG)
GENERAL NOTES
A. FIELD VERIFY CONDITIONS PRIOR TO PERFORMING
WORK AND NOTIFY ARCHITECT/ENGINEER OF ANY CONFLICTS OR DISCREPANCIES.
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H
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DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
Date
GENERAL NOTES
1. This sheet is part of a set and is not to be used alone.2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:
FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
12/15/2023 9:40:37 AM
C:\Users\leonard\Documents\22-2233_Roseville Johnson Pool_r21_lyalong3Z68D.rvt P1.1 99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
PLUMBING SITE PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
1 SCALE: 1" = 10'-0" PLUMBING SITE PLAN
NO. REMARKS DATE
Not for Construction
For Council Approval
FD
FD
FD
FP
(E) WC
(TYP 3)
(E) FD
(E) SH
(TYP 4)
(E) L(TYP 2)
(E) DF
(E) S
(E) WC
(E) U
(TYP 2)
(E) L(TYP 2)
(E) HB
(E) FD
(E) SH
(TYP 5)
(E) WH (E) DF
(E) FD
(E) WH(E) ET
(E) ET
(E) FD
(E) HB
(E) HB
(E) FD
(E) FD
(E) HB
(E) 3/4" CW TO EVAP COOLER
(E) 3/4" TW (D)
(E) 3/4" TW (UG)
(E) 3/4" CW (D)(E) 3/4" CW (R)
(E) 3/4" TW (D)
(E)2 1/2" CW(UG)
(E)3/4" CW
(E) FD
POD
POD POD
(E) CW (UG)
(E) CW (UG)
(E) CW (UG)
1 1
(E) CW (UG)
(E) FD
A B
21 C D E J K L
STORAGE
101
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102
STORAGE
104
JAN.
114
OFFICE
/LIFEGUARD
105
BREAKROOM
106
ENTRY
VESTIBULE
107
FAMILY
CHANGING
108
JAN.
109
HMH
110
MEN'S SHOWER/
CHANGING/
RESTROOM
111
STORAGE
112
HWH
103
(E) 3/4" CW TO EVAP COOLER
POD POD
(E) CW SHUT-OFF VALVE
(E) CW (UG)
WC-1
WC-2
WC-2
SH-1
SH-2
SH-1 SH-2
DF-1
S-1 WC-1
WC-1
WC-2
U-1
U-1
SH-1FD-1
(E) FD
HB-1
SH-2
FD-1
FD-1
FD-1
FD-1
FD-1
L-1
L-1
JS-1
L-1
L-1
L-1
TP-1
TP-1
POC POC
(E) HB 1WH
1 ET
JS-1
2 WH
2 ET
3/4" CW (R)
TO EVAP COOLER
8 P0.3
5 P0.3
5 P0.3
SH-2
SH-2
STORAGE
101
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102 STORAGE
104
FIRST AID
113
OFFICE
/LIFEGUARD
105
BREAKROOM
106
ENTRY
VESTIBULE
107
FAMILY
CHANGING
108
JAN.
109
MEN'S SHOWER/
CHANGING/
RESTROOM
111
STORAGE
112
JAN.
114
HWH
103
HMH
110
A B
21 C D E J K L
3/4" HW
1" HW
3/4" HW
3/4" HW 3/4" HW
3/4" HW
3/4" HW
3/4" HW
1" CW
1 1/4" CW
1 1/4" CW
1 1/4" CW
1 1/4" CW
1 1/2" CW
2" CW
2" CW
3/4" HW
1/2" CW
FD-1
FD-1 FD-1
FD-1
3/4" HW
WATTS MODEL LF223, PRESSUREREDUCING VALVE IN CONCRETE BOX. SET OUTLET PRESSURE TO 70 PSI.
CW SHUT-OFF VALVE
SH-1
TP-1
WC-1
11 P0.3
2" CW
2" CW
2" CW
2" CW
2" CW
3/4" CW
2" CW 1 1/2" CW
POC
2 1/2" CW
POC POC
FS-1
FS-1
(E) FD
(E)2 1/2" CW(UG)
M
N
O
3 4
(E) EES
(E) EEW
(E) HB
(E) TD
(E) 1" CONNECTION TO CW WITH ATMOSPHERIC VACUUM BREAKER TO IRRIGATION (E) 1" CW TO IRRIGATION
(E) POOL BOILER (E)2" CW
(E)2" CW
(E)3/4" CW
(E)3/4" G
POD (E) 2" CW TO BOILER
(E) 2" CW TO POOL
5 6
P Q
M
N
O
3 4
TP-2
FD-1
FS-1
FD-1
FD-1
3 WH
EES-1
3 ET
10 P0.3
IRRIGATION POC
DOMESTIC WATER POC
1-1/4" G TO POOL BOILER.
SEE AQUATIC PLANS FOR
REFERENCE.
1 1/4" G
2" CW
2" CW
2" CW
2" CW
1 1/4" CW
WATTS MODEL LF223, PRESSURE
REDUCING VALVE IN CONCRETE BOX.
SET OUTLET PRESSURE TO 70 PSI.
SEE SHEET P2.1
FOR CONTINUATION
OF 3" G (UG).
CW SHUT-OFF VALVE
GAS SHUT-OFF VALVE
11 P0.3
5 6
P Q
GENERAL NOTES
A. FIELD VERIFY CONDITIONS PRIOR TO PERFORMING
WORK AND NOTIFY ARCHITECT/ENGINEER OF ANY CONFLICTS OR DISCREPANCIES.
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H
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DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
Date
GENERAL NOTES
1. This sheet is part of a set and is not to be used alone.2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:
FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
12/15/2023 9:40:40 AM
C:\Users\leonard\Documents\22-2233_Roseville Johnson Pool_r21_lyalong3Z68D.rvt P2.1 99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
PLUMBING DEMO AND
NEW W&G FLOOR PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
1 SCALE: 1/8" = 1'-0" POOL HOUSE DEMO DOMESTIC WATER & GAS PLAN 4 SCALE: 1/8" = 1'-0" POOL HOUSE DOMESTIC WATER & GAS PLAN
KEY NOTES
1 REMOVE EXISTING PIPING SHOWN DASHED BACK TO
POD.
NN
N
N
2 SCALE: 1/8" = 1'-0" MECHANICAL RM DEMO DOMESTIC WATER & GAS PLAN3 SCALE: 1/8" = 1'-0" STORAGE DEMO DOMESTIC WATER & GAS PLAN5 SCALE: 1/8" = 1'-0" MECHANICAL RM DOMESTIC WATER & GAS PLAN6 SCALE: 1/8" = 1'-0" STORAGE DOMESTIC WATER & GAS PLAN N
N
NO. REMARKS DATE
Not for Construction
For Council Approval
FP
(E) FD(TYP. 4)
(E) SH
(TYP 4)
(E) FCO
(E) WC(TYP 3)
(E) L(TYP 2)
(E) DF
(E) FCO
(E) FD
(E) S
(E) WC
(E) L(TYP 2)
(E) SH
(TYP 5)
(E) DF
(E) FCO
(E) FD
(E) FD
(E) U
(TYP 2)
(E) FCO
(E) FCO
(E) FD
(E) WH
(E) ET
(E) WH(E) ET
(E) HB
(E) VTR
(E) VTR
(E) VTR
(E) EVAP COOLER DRAIN TO SINK TAILPIECE
(E) VTR
(E) VTR
(E) VTR
(E) DRAIN FROM EVAP COOLER
(E) WH T&P AND EVAP COOLER DRAIN DISCHARGE AT SANITARY SEWER HOPPER DRAIN AT FLOOR (E)2" HEADER
(E)2" HEADER
POD
POD
POD
POD
POD
1 1
COTG
COTG
POD
2 2
2 2
2 2
2 2
2 2
(E) FD
2 2
2 STORAGE
101
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102 STORAGE
104 JAN.
114
OFFICE
/LIFEGUARD
105
BREAKROOM
106
ENTRY
VESTIBULE
107
FAMILY
CHANGING
108
JAN.
109
A B
21 C D E J K L
HMH
110
MEN'S SHOWER/
CHANGING/
RESTROOM
111
STORAGE
112
HWH
103
3/4" C
POC
POC
POC
POC
POC
(E) FD
WC-2
WC-1
L-1
L-1
WC-1 L-1
SH-1
WC-1
WC-2
WC-2
L-1
L-1
SH-1 SH-2 SH-1
SH-2
DF-1
S-1
JS-1
SH-2
SH-2 SH-1
U-1
U-1
POC
FD-1
FD-1
1 1/2" VTR
2" VTR
2" VTR
2" VTR
2" VTR
2" VTR
FCO
FD-1
COTG
(E)2" V
SH-2
2" VTR
COTG
JS-1
(E) COTG
FD-1
FCO
FD-1
2" V (R)
COTG
FCO
4" S 4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S3" S
3" S
2" S
4" S
4" S
4" S
4" S 4" S
2" V
2" V (R)
4" S 4" S (E) FCO
(E) DRAIN FROM
EVAP COOLER.
3 P0.3
7 P0.3
9 P0.3
COTG
STORAGE
101
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102
STORAGE
104 FIRST AID
113
OFFICE
/LIFEGUARD
105
BREAKROOM
106
ENTRY
VESTIBULE
107 FAMILY
CHANGING
108
JAN.
109
MEN'S SHOWER/
CHANGING/
RESTROOM
111
STORAGE
112
JAN.
114
HWH
103
HMH
110
A B
21 C D E J K L
2" V
2" V
4" S
3" S
(E) COTG
2" S
3/4" C
(E) DRAIN FROM
EVAP COOLER.
FD-1
FD-1
(E) FD
3/4" S
3/4" C
3/4" C
3/4" S
FS-1
FS-1
1 WH
2 WH 5
P0.3
5 P0.3
GENERAL NOTES
A. FIELD VERIFY CONDITIONS PRIOR TO PERFORMING
WORK AND NOTIFY ARCHITECT/ENGINEER OF ANY CONFLICTS OR DISCREPANCIES.
M
N
O
3 4
(E) EES
(E) EEW
(E) HB
(E) TD
EMERGENCY SHOWER DRAIN DISCHARGE AT PLANTER
2 2
2 2
M
N
O
3 4
CHEMICAL
M101
1 1/2" V
2" V
FD-1
FD-1
FS-1
EES-1
FD-1
COTG
1 1/2" VTR
4 P0.3
POC
4" S
4" S
4" S
4" S
2" V
2" VTR
12 P0.3 TWO-WAY COTG
2" VTR
3 WH
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Ren. 9/30/23
No. C 30345
H
CALIF
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OR I N S OF T TA E
DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
Date
GENERAL NOTES
1. This sheet is part of a set and is not to be used alone.2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:
FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
12/15/2023 9:40:43 AM
C:\Users\leonard\Documents\22-2233_Roseville Johnson Pool_r21_lyalong3Z68D.rvt P2.2 99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
PLUMBING DEMO AND
NEW W&V FLOOR PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
1 SCALE: 1/8" = 1'-0" POOL HOUSE DEMO WASTE AND VENT PLAN 3 SCALE: 1/8" = 1'-0" POOL HOUSE WASTE AND VENT PLAN
KEY NOTES
1 REMOVE EXISTING PIPING SHOWN DASHED BACK TO
POD.
2 REMOVE EXISTING PLUMBING FIXTURE SHOWN DASHED.
2 SCALE: 1/8" = 1'-0" MECHANICAL RM DEMO WASTE AND VENT PLAN4 SCALE: 1/8" = 1'-0" MECHANICAL RM WASTE AND VENT PLAN NN
N
N
NO. REMARKS DATE
Not for Construction
For Council Approval
(E) VTR
(E) VTR
(E) VTR
(E) VTR
(E) 3/4 C (D) (E) VTR
(E) MECH UNIT
(E) MECH UNIT
A B
21 C D E J K L
(E) 3/4" CW
(E) 3/4" C (D)
3/4" C
3/4" CW
(E) 3/4 CW (D)
2" VTR
2" VTR
2" VTR
2" VTR
2" VTR
2" VTR
(E) MECH UNIT
(E) MECH UNIT
2" VTR
3/4" C (D)
3/4" CW
3/4" C
A B
21 C D E J K L
2" VTR
(E) 3/4" CW
(E) 3/4" C (D)
3/4" CW (D)
GENERAL NOTES
A. FIELD VERIFY CONDITIONS PRIOR TO PERFORMING
WORK AND NOTIFY ARCHITECT/ENGINEER OF ANY CONFLICTS OR DISCREPANCIES.
M
N
O
3 4
2" VTR
2" VTR
4" CONCENTRIC VENTFOR WH-3
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ONAL E E RYAN N I S N
1209 Pleasant Grove Blvd.Roseville, CA 95678p 916-771-0778 MEP & FS / Sustainability / CxA www.lpengineers.com T
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Ren. 9/30/23
No. C 30345
H
CALIF
A
OR I N S OF T TA E
DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
Date
GENERAL NOTES
1. This sheet is part of a set and is not to be used alone.2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:
FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
12/15/2023 9:40:45 AM
C:\Users\leonard\Documents\22-2233_Roseville Johnson Pool_r21_lyalong3Z68D.rvt P4.1 99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
PLUMBING DEMO AND
NEW ROOF PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
1 SCALE: 1/8" = 1'-0" PLUMBING POOL HOUSE DEMO ROOF PLAN 2 SCALE: 1/8" = 1'-0" PLUMBING POOL HOUSE ROOF PLAN
3 SCALE: 1/8" = 1'-0" PLUMBING MECHANICAL ROOF PLAN
NN
N
NO. REMARKS DATE
Not for Construction
For Council Approval
GENERAL NOTES
ALL GENERAL NOTES SHOWN BELOW ARE NOT NECESSARILY USED ON PLANS IF NOT REQUIRED.
1. THESE GENERAL NOTES ARE INTENDED TO ASSIST THE CONTRACTOR IN THE EXECUTION OF THE ELECTRICAL WORK AND TO BE INCLUDED IN CONJUNCTION WITH THE CONTRACT DOCUMENT DRAWINGS AND SPECIFICATION REQUIREMENTS. SOME OF THE GENERAL NOTES ARE EXCERPTS FROM THE SPECIFICATION.
2. PROCURE PERMITS AND LICENSES REQUIRED. PAY ALL NECESSARY FEES AND ARRANGE FOR INSPECTIONS REQUIRED BY LOCAL CODES AND ORDINANCES AND UTILITY COMPANIES.
3. COORDINATE ALL ELECTRICAL SERVICES WITH THE RESPECTIVE UTILITY COMPANIES AND PROVIDE ALL TRENCHING, CONDUITS, WIRING, METER FACILITIES AND OUTLETS REQUIRED BY THEM.
4. WORKMANSHIP SHALL BE OF THE HIGHEST GRADE. DEFECTIVE EQUIPMENT OR EQUIPMENT DAMAGED IN THE COURSE OF INSTALLATION OR TEST SHALL BE REPLACED OR REPAIRED IN A MANNER MEETING WITH THE ACCEPTANCE OF THE ARCHITECT.
5. INSTALL ALL EQUIPMENT, CONDUITS, OUTLETS, AND FIXTURES IN STRICT ACCORDANCE WITH THE CURRENT EDITION OF ALL APPLICABLE CODES (CEC, STATE, COUNTY AND CITY).
6. DO NOT SCALE PLANS FOR FIXTURES, DEVICES, OR APPLIANCE LOCATIONS. USE FIGURED DIMENSIONS IF GIVEN OR CHECK MECHANICAL AND ARCHITECTURAL PLANS. ALSO REFER TO ACTUAL ON-SITE CONDITIONS.
7. ALL MATERIAL AND EQUIPMENT IS TO BE LISTED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND CEC 110.3.
8. ALL ELECTRICAL DEVICES AND EQUIPMENT, FIXTURES, CONDUITS AND WIRING SHOWN ON THESE PLANS ARE NEW, UNLESS OTHERWISE NOTED.
9. OUTLET BOXES INSTALLED IN FIRE WALLS SHALL BE ONE
-PIECE STEEL AND INSTALLED IN SEPARATE (STAGGERED) STUD PENETRATIONS, MINIMUM 24 INCHES HORIZONTAL SEPARATION. FIRE WALLS SHALL BE MADE IN ACCORDANCE WITH CBC AND ELECTRICAL CODES.
10. THE FINAL LOCATION OF ALL OUTLETS SHALL BE VERIFIED WITH THE ARCHITECT AND/OR OWNER AT TIME OF CONSTRUCTION.
11. ALL OUTDOOR ELECTRICAL EQUIPMENT SHALL BE WEATHER-PROTECTED.
12. CONTRACTOR SHALL VERIFY THAT ALL LIGHTING FIXTURES, CEILING TRIMS, AND FRAMES ARE COMPATIBLE WITH CEILING SYSTEM INSTALLED.
13. CONTRACTOR SHALL COORDINATE LIGHT FIXTURE LOCATIONS AND INSTALLATIONS WITH THE MECHANICAL CONTRACTOR. MAINTAIN REQUIRED CLEARANCES (MINIMUM 3 INCHES) BETWEEN THE LIGHT FIXTURES AND MECHANICAL DUCTS OR EQUIPMENT FOR PROPER OPERATION, INSTALLATION AND/OR REMOVAL OF FIXTURES.
14. BEFORE SUBMITTING FOR ARCHITECT'S REVIEW AND PLACING ORDER FOR THE LIGHT FIXTURES. THE CONTRACTOR SHALL VERIFY THE
VOLTAGE OF ALL THE LIGHTING FIXTURES TO MATCH THE VOLTAGE OF THE SERVICE PANEL, WHETHER THE VOLTAGE FOR THE LIGHT FIXTURES ARE SHOWN ON THE PLAN OR NOT.
15. PLACEMENT AND CIRCUITING OF EXIT SIGNS AND EGRESS LIGHTING COMPLY WITH CBC REQUIREMENTS.
16. ALL CONDUIT SHALL BE ROUTED CONCEALED UNLESS NOTED ON PLAN OR ACCEPTED BY THE ARCHITECT.
17. PROVIDE ALL NECESSARY SLEEVES AND INSERTS FOR ALL WORK PASSING THROUGH OR ATTACHING TO WALLS, FLOORS, OR CEILINGS.
18. ALL WIRING SHALL BE INSTALLED IN RIGID METALLIC CONDUIT, UNLESS OTHERWISE NOTED. CONDUITS INSTALLED CONCEALED IN WALL AND CEILING MAY BE EMT WITH STEEL COMPRESSION TYPE FITTINGS. PVC WHERE INSTALLED UNDERGROUND AND/OR UNDER SLAB.
ALL EXPOSED CONDUITS SHALL BE RIGID STEEL CONDUITS WITH THREADED TYPE FITTINGS. INSTALL ALL CONDUITS IN ACCORDANCE WITH CECA STANDARDS OF INSTALLATION.
19. ELECTRICAL NON-METALLIC TUBING (ENT) AND MC CABLE ARE NOT PERMITTED TO BE USED FOR THIS PROJECT, NO EXCEPTIONS.
20. WHERE EXISTING CONDUITS, CONCEALED OR EXPOSED, AND (WIREMOLD) SURFACE RACEWAY IS NOT IN PLACE AS SHOWN ON PLANS, PROVIDE NEW CONDUITS AND (WIREMOLD) SURFACE RACEWAY FOR THE NEW WORK. VERIFY EXISTING CONDITION ON SITE AND PROVIDE ALL NECESSARY NEW MATERIAL, APPARATUS, AND WORK THAT ARE REQUIRED TO BE INCLUDED IN THE BID PACKAGE.
21. CONDUCTORS, #8 AND LARGER, SHALL BE STRANDED COPPER WITH THNN/THWN INSULATION, UNLESS OTHERWISE NOTED.
22. PROVIDE WORKING CLEARANCE PER CEC 110.26 FOR SERVICE PANEL, SUBPANELS, MOTOR DISCONNECT SWITCHES, CONTROL SECTIONS. HVAC EQUIPMENT, APPLIANCES, ETC.
23. PROVIDE A WARNING LABEL (SIGN) CLEARLY VISIBLE TO QUALIFIED PERSONS TO COMPLY WITH NEC AND CEC 116.16 OF POTENTIAL
ELECTRIC ARC FLASH HAZARDS AT SWITCHBOARDS, PANELBOARDS, INDUSTRIAL CONTROL PANELS AND MOTOR CONTROL CENTERS THAT ARE LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE WHILE ENERGIZED. SERVICE EQUIPMENT SHALL BE LEGIBLY MARKED WITH THE MAXIMUM AVAILABLE FAULT CURRENT PER CEC SECTION 110.24(A).
24. BUILDING SERVICE AND SUBPANELS TO COMPLY WITH CEC 110.9 AND 110.10 INTERRUPTING RATING AND BRACING. PROVIDE A.I.C.
CALCULATIONS FOR SUBPANELS IF INTERRUPTING RATING TO BE USED IS LOWER THAN MAIN SERVICE RATING.
25. ALL APPLIANCES SHALL COMPLY WITH CEC ARTICLE 422. APPLIANCE CONTROL AND PROTECTION PER CEC 422 -III; BRANCH CIRCUITS
PER 422-II.
26. BUILDING EXPANSION JOINTS MAY OR MAY NOT BE INDICATED ON THE ELECTRICAL DRAWINGS. VERIFY THE LOCATIONS OF ALL APPLICABLE BUILDING EXPANSION JOINTS WITH THE ARCHITECTURAL DRAWINGS. WIRING METHODS ACROSS EXPANSIONS JOINTS SHALL INCLUDE USE OF FLEXIBLE FITTINGS OR OTHER DEVICES AS APPROPRIATE TO EACH APPLICATION. IN NO CASE SHALL CONDUIT CROSS SUCH A JOINT IN BUILDING CONSTRUCTION WITHOUT USE OF THE APPROPRIATE WIRING METHODS.
27. CONTRACTOR SHALL SIZE ALL THE INTERIOR AND EXTERIOR BUILDING PULL BOXES AND UNDERGROUND PULL BOXES PER CEC 314.16 AND COMPLY WITH CEC 314.28 FOR INSTALLATION OF RACEWAYS AND WIRING AS REQUIRED BY CODE, UNLESS OTHERWISE NOTED.
28. WHERE ACCESSIBILITY IS NOT AVAILABLE TO ELECTRICAL OUTLETS, DEVICES AND/OR EQUIPMENT, COORDINATE WITH THE ARCHITECT FOR PROVISIONS TO PROVIDE ACCESSIBILITY TO THEM.
29. CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE MECHANICAL DRAWINGS AND PROVIDES ALL CONDUITS AND CONTROL WIRING AND POWER WIRING SHOWN ON THE MECHANICAL DRAWINGS THAT IS NOT SHOWN ON THE ELECTRICAL PLANS.
30. CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS AND COORDINATE FOR THE EQUIPMENT LOCATIONS. COORDINATE ROOF PENETRATION WITH THE MECHANICAL CONTRACTOR FOR MECHANICAL CONNECTIONS. ENTER ROOF MOUNTED UNITS THROUGH EQUIPMENT MOUNTING CURES WHERE POSSIBLE. VERIFY ON-SITE.
31. PROVIDE CONVENIENCE OUTLET WITHIN 25 FEET OF MECHANICAL EQUIPMENT PER U.M.C. WHERE LOCATED OUTSIDE, PROVIDE WEATHERPROOF AND GFCI CONVENIENCE OUTLET. SECURE ROOF MOUNTED OUTLET TO THE MECHANICAL EQUIPMENT. VERIFY LOCATION IN FIELD WITH THE MECHANICAL CONTRACTOR.
32. VERIFY SINGLE
-POINT CONNECTIONS TO ROOF MOUNTED HVAC UNITS WITH MECHANICAL CONTRACTOR ON-SITE PRIOR TO ELECTRICAL ROUGH-IN. PROVIDE DUAL DISCONNECTS IF TWO-POINT CONNECTIONS IS REQUIRED, WHETHER SHOWN ON PLANS OR NOT.
33. VERIFY SINGLE
-POINT CONNECTIONS TO ROOF MOUNTED HVAC UNITS WITH MECHANICAL CONTRACTOR ON-SITE PRIOR TO ELECTRICAL ROUGH-IN. PROVIDE DUAL DISCONNECTS IF TWO-POINT CONNECTIONS IS REQUIRED, WHETHER SHOWN ON PLANS OR NOT.
34. COORDINATE THE HVAC EQUIPMENT FOR FUSES REQUIRE. WHERE FUSES ARE REQUIRED, VERIFY FUSE SIZE ON -SITE AND PROVIDE
FOR HVAC EQUIPMENT PER UNIT NAMEPLATE SPECIFICATIONS.
35. MOTOR DISCONNECT SWITCHES SHALL COMPLY WITH CEC 430-IX AND 440.11.
36. MOTOR STARTERS FOR HVAC EQUIPMENT ARE PROVIDED BY MECHANICAL CONTRACTOR AND CONNECTED BY ELECTRICAL CONTRACTOR, UNLESS NOTED OTHERWISE.
37. ALL CONNECTIONS FROM THE DISCONNECT SWITCHES TO HVAC UNITS SHALL BE COPPER CONDUCTORS. MOTOR DISCONNECT SWITCHES SHALL COMPLY WITH CEC 430-VII, 430-VIII, AND 440-II.
38. VERIFY LOCATION AND HEIGHT OF ALL MECHANICAL OR FIXTURE EQUIPMENT OUTLETS WITH SUPPLIER PRIOR TO ANY ROUGH -IN WORK.
PROVIDE ALL RUNS AND CONNECTIONS TO EQUIPMENT.
39. ALL TERMINATION PROVISIONS OF EQUIPMENT, INCLUDING CIRCUITS RATED 100 AMPERES OR LESS SHALL BE RATED AT 60 DEGREE, CENTIGRADE PER CEC 110.14(c).
40. ALL LIGHT FIXTURES INSTALLED OVER FOOD HANDLING OR FOOD PREPARATION AREAS, OPEN FOOD STORAGE, AND UTENSIL WASHING
AREAS SHALL BE OF SHATTERPROOF CONSTRUCTION OR SHALL BE PROTECTED WITH SHATTERPROOF SHIELDS AND SHALL BE READILY CLEANABLE.
1. ALL EXISTING EQUIPMENT, DEVICES, CONDUIT AND WIRING, ETC., WHERE SHOWN ON PLANS ARE BASED ON AVAILABLE EXISTING DOCUMENTS AND LIMITED SITE SURVEYS AND ARE SHOWN FOR CLARITY. IT SHALL BE REGARDED AS AN APPROXIMATION ONLY.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. THE
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. PRIOR TO SUBMITTING BID AND BEFORE START OF ANY ELECTRICAL WORK, CONTRACTOR SHALL VERIFY ON-SITE ALL EXISTING LOCATIONS AND CONDITIONS TO ASCERTAIN ALL WORK REQUIRED.
2. CAUSE AS LITTLE INTERFERENCE OR INTERRUPTION OF EXISTING UTIILITIES AND/OR OTHER EXISTING FACILITY'S SYSTEMS AND SERVICES AS POSSIBLE. CONTRACTOR SHALL NOTIFY THE OWNER/DISTRICT'S REPRESENTATIVE AT LEAST 72 HOURS TO SCHEDULE ALL NECESSARY SHUTDOWN. SHUTDOWN WORK SHALL BE PERFORMED AFTER THE NORMAL OPERATION HOURS OF THE FACILITY, IF SO DIRECTED BY THE OWNER/DISTRICT'S REPRESENTATIVE.
3. ALL REMOVED AND/OR DEMOLISHED ELECTRICAL MATERIALS AND EQUIPMENT TO BE ACCOMPLISHED UNDER THIS CONTRACT, WHICH
IN THE OPINION OF THE OWNER/DISTRICT'S REPRESENTATIVE ARE DEEM SALVAGEABLE, SHALL REMAIN THE PROPERTY OF THE OWNER/DISTRICT. ALL ELECTRICAL MATERIAL AND EQUIPMENT CONSIDERED NOT SALVAGEABLE SHALL BE REMOVED FROM THE SITE AND DISPOSED BY THE CONTRACTOR ACCORDINGLY.
4. WHERE REMOVAL OF AN EXISTING SYSTEM'S DEVICE WILL RESULT IN LOSS OF CIRCUIT CONTINUITY, THE ISOLATED PORTIONS OF THE CIRCUIT SHALL BE RECONNECTED TO PROVIDE SERVICE TO ALL REMAINING DEVICES. IF SITE CONDITIONS MAKE RECONNECTION
IMPOSSIBLE, CONNECTION SHALL BE MADE FROM AN ADJACENT AVAILABLE DEVICE AS NOTED AND/OR AS DIRECTED BY THE ARCHITECT AND/OR THE OWNER/DISTRICT'S REPRESENTATIVE.
5. WHERE EXISTING CONCEALED CONDUITS, WHETHER SHOWN OR NOT, OR SPECIFIED TO BE REUSED, WHICH BECAME EXPOSED DUE TO CONSTRUCTION CHANGES. IT SHALL BE REROUTED TO THE NEAREST AVAILABLE REUSED OUTLET.
6. ALL EXISTING EXPOSED CONDUITS AND/OR WIRING THAT ARE DETERMINED BY THE DISTRICT AND ARCHITECT TO BE MAINTAINED FOR
EXISTING SYSTEM FUNCTION AND CONTINUITY, WHETHER SHOWN ON PLAN OR NOT, ARE TO BE REROUTED, CONCEALED IN WALL AND/OR CEILING FOR A CLEAN FINISHED SURFACE WITH NO EXPOSED CONDUITS AND/OR WIRING WITHIN THE REMODELED AREA.
7. REMOVE ALL EXISTING EXPOSED CONDUITS, WIRING, ELECTRICAL OUTLETS, DEVICES AND EQUIPMENT THAT ARE DETERMINED BY THE
DISTRICT AND ARCHITECT TO BE NON FUNCTIONAL AND/OR NOT BEING USED FROM WITHIN THE REMODELED ARE FOR A CLEAN FINISHED SURFACE.
8. WHERE EXISTING WIRING OR EQUIPMENT IS ABANDONED AS A RESULT OF THIS CONTRACT, IT SHALL BE REMOVED INSOFAR AS POSSIBLE, THIS INCLUDES BUT IS NOT LIMITED TO:
A. REMOVE ALL WIRE AND CABLE.
B. REMOVE ALL DEVICES AND EQUIPMENT.
C. REMOVE ALL EXPOSED CONDUIT AND CONDUIT IN ACCESSIBLE CONCEALED AREA, AS FAR AS POSSIBLE.
D. CUT OFF AND CAP ALL ABANDONED CONDUIT. STUBS SHALL NOT BE PROTRUDED ABOVE FLOOR AND/OR FINISHED WALLS AND CEILINGS.
9. WHEREVER EXISTING ELECTRICAL DEVICES, PANELS, CONDUITS, CABLES, ETC., CONFLICT WITH REMODEL WORK, WHETHER SHOWN OR NOT, RELOCATE THESE ITEMS AS DIRECTED BY THE ARCHITECT AND/OR OWNER/DISTRICT'S REPRESENTATIVE.
10. WHERE SHOWN ON PLAN FOR REMOVAL OF EXISTING CONDUITS. REMOVE ALL PORTIONS OF CONDUITS WHERE IT IS ACCESSIBLE AND ABANDON PORTIONS OF CONDUITS WHERE IT IS INACCESSIBLE. CUT AND/OR FINISHED WALLS AND CEILINGS.
11. CONTRACTOR SHALL UPDATE WITH NEW TYPED WRITTEN PANEL DIRECTORIES TO EXISTING PANELS INVOLVED IN THIS RENOVATION WORK THAT SHALL REFLECT ALL CHANGES TO THE CIRCUIT DESIGNATIONS.
12. PROVIDE AND INSTALL PROTECTIVE COVERING OVER EXISTING EQUIPMENT IN AREA WHEN INSTALLING ANY NEW WORK.
13. COORDINATE WITH OTHER TRADES AND PROMPTLY TRANSMIT ALL INFORMATION REQUIRED BY THEM. COORDINATE THE SEQUENCE OF DEMOLITION WITH OTHER TRADES TO ENSURE THAT ALL WORK PROCEEDS WITH A MINIMUM OF INTERFERENCE AND DELAY.
14. REFER TO MECHANICAL AND PLUMBING DRAWING FOR HEATERS, EXHAUST FANS, WATER HEATERS, PUMPS, AND ETC., WHICH
REQUIRE TO BE DISCONNECTED BY THE ELECTRICAL CONTRACTOR FOR REMOVAL OR ABANDONMENT BY THE MECHANICAL AND/OR PLUMBING CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE SEQUENCE FOR WORK WITH THE MECHANICAL AND/OR PLUMBING FOR REMOVAL OF ALL APPLICABLE STARTERS. DISCONNECT SWITCHES AND ASSOCIATED CONDUIT AND WIRING.
ALL DEMOLITION GENERAL NOTES SHOWN BELOW ARE NOT NECESSARILY USED ON PLANS IF NOT REQUIRED.
DEMOLITION GENERAL NOTES
DIGITAL LIGHTING MANAGEMENT
(DLM) LIGHTING CONTROLS
1. THE CONTRACTOR MAY SUBSTITUTE EQUAL CONTROL DEVICES FROM
A DIFFERENT MANUFACTURER AND SHALL PROVIDE LIGHTING AND
RECEPTACLE CONTROL WIRING DIAGRAMS WITH THE SHOP DRAWING SUBMITTALS OF SUBSTITUTED DEVICES.
EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ENGINEER
TO INDICATE THE PROPER SELECTION OF THE PRODUCT AND
MOUNTING LOCATIONS. FINAL DETERMINATION OF CIRCUITING,
VOLTAGE, QUANTITY AND MODEL OF ROOM CONTROLLERS
REQUIRED, AND SETTING OF SENSITIVITY/TIME ADJUSTMENTS ARE
THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR
COMMISSIONING AGENT. MANUFACTURER'S INSTALLATION
INSTRUCTIONS SHOULD BE ADHERED TO.
PLUG N' GO (PNG): DEFAULT OPERATION. UPON INITIAL POWER
UP, THE DLM SYSTEM AUTOMATICALLY IDENTIFIES THE DEVICES ON
THE LOCAL NETWORK THEN ENTERS THE WATTSTOPPER PATENTED
PLUG N' GO CONFIGURATION TO ALLOW BASIC OPERATION OF ALL DLM DEVICES. IN MOST APPLICATIONS THE RELATIONSHIP BETWEEN
QUANTITY OF LOADS, SWITCHES AND OCCUPANCY SENSORS WILL
NOT REQUIRE ANY ADJUSTMENTS. PNG AUTOMATICALLY MAXIMIZES LIGHTING ENERGY EFFICIENCY.
ROOM CONTROLLERS SHOULD ONLY BE FED BY A CONSTANT HOT
(UNSWITCHED) CIRCUIT.
ROOM CONTROLLERS WITH 2 OR 3 RELAYS ARE FOR MULTIPLE
LEVELS OR ZONES, NOT MULTIPLE ROOMS.
ALL SENSOR LOCATIONS ARE APPROXIMATE. REFER TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO
INSTALLATION. IF PENDANT MOUNTED FIXTURES ARE PRESENT,
LOCATION AND COVERAGE OF SENSORS SHOULD BE REVIEWED.
CEILING MOUNTED SENSORS REQUIRE THEY BE LOCATED NO
CLOSER THAN 4'-6' FROM AIR SUPPLY/RETURN REGISTERS.
PUSH N' LEARN (PNL): CUSTOM OPERATION A CONFIGURATION
(CONFIG) BUTTON ON MOST DLM DEVICES ALLOWS EASY ACCESS
TO THE WATTSTOPPER PATENTED PUSH N' LEARN TECHNOLOGY TO MODIFY SYSTEM OPERATION. FUNCTIONALITY OF THE CONFIG
BUTTON IS STANDARDIZED THROUGHOUT THE DLM PRODUCT LINE, AS IS THE OPERATION OF THE CONFIG LED INDICATORS. IN
ADDITION, THE CONFIGURATION TOOL PROVIDES REMOTE INFRARED ACCESS TO PNL AND SENSOR ADJUSTMENT PARAMETERS.
ALL ROOM CONTROLLERS SHALL BE INTERLOCKED AND
PROGRAMMED SUCH THAT THE LIGHTING POWER IN THE BUILDING
SHALL BE CAPABLE OF BEING AUTOMATICALLY REDUCED IN
RESPONSE TO A DEMAND RESPONSE SIGNAL, SO THAT THE
BUILDING'S TOTAL LIGHTING POWER CAN BE LOWERED BY A
MINIMUM OF 15 PERCENT BELOW THE TOTAL INSTALLED LIGHTING POWER.
SEE PLANS FOR QUANTITY AND LOCATIONS REQUIRED.
FOR RECEPTACLES FLUSH IN WALL, PROVIDE (1) PLUG ROOM
CONTROLLER PER CIRCUIT. REFER TO POWER PLANS FOR
QUANTITY OF CONTROLLED CIRCUITS.
ALL PLUG ROOM CONTROLLERS SHALL SWITCH ON/OFF WITH THE
LIGHTING CONTROLS.
OCCUPANCY SENSOR SEQUENCE OF OPERATION -
GENERAL NOTES:
DURING BUSINESS HOURS, LIGHTS SHALL BE AUTOMATICALLY
TURNED ON WHEN A PERSON ENTERS A SPACE, AND TURN OFF
AFTER THE SPACE HAS BEEN UNOCCUPIED FOR A PERIOD OF TIME.
DURING WEEKDAYS, AFTER BUSINESS HOURS, LIGHTS SHALL BE
TURNED ON MANUALLY ONLY, AND SHALL TURN OFF MANUALLY
OR AUTOMATICALLY BY OCCUPANCY SENSOR.
DURING WEEKENDS AND HOLIDAYS, LIGHTS SHALL BE TURNED
ON MANUALLY ONLY, AND SHALL TURN OFF MANUALLY OR
AUTOMATICALLY BY OCCUPANCY SENSOR.
2. 3.
4. 5.
6. 7.
8. 9.
10. 11.
12. 13.
A.
B.
C.
A, AMP
AC
AF/AT
AFCI
AFF
AHJ
AIC
AL
ANSI
AS/AF
AT
AUTO
ATS
AWG
BMS
C, CDT
CATV
CB
CEC
CFL
CFCI
CKT
cmil
CO
CSFM
CT
CU
DET
DISC
DIST
DWG
EC
EGC
ELEV, EL
EM, EMERG
EMT
ENT
EOL
EPO
EQPT
EV
EVSE
EXH
(E)
(F)
FACP
FBO
FF
FG
FLA
FLEX
FLUOR
FMC
FMT
GEC
GFCI
GFPE
GND
HID
HP
HVAC
Hz
IEEE
IG
IMC
ISC, SC
ISOL
JBOX
kcmil
kV
kW
kVA
LED
LCP
LPG
LRC
LTG
AMPERES
ABOVE COUNTER
AMPERE FRAME / AMPERE TRIP
ARC FAULT CIRCUIT INTERRUPTER
ABOVE FINISHED FLOOR
AUTHORITY HAVING JURISDICTION
AMPERE INTERRUPTING CAPACITY
ALUMINUM
AMERICAN NATIONAL STANDARDS INSTITUTE
AMPERE SWITCH / AMPERE FUSE
AMPERE TRIP RATING OF BREAKER
AUTOMATIC
AUTOMATIC TRANSFER SWITCH
AMERICAN WIRE GAUGE
BUILDING MANAGEMENT SYSTEM
CONDUIT
COMMUNITY ANTENNA TELEVISION
CIRCUIT BREAKER
CALIFORNIA ELECTRICAL CODE
COMPACT FLUORESCENT
CONTRACTOR FURNISHED, CONTRACTOR INSTALLED
CIRCUIT
CIRCULAR MIL
CONDUIT ONLY w/PULL STRING
CALIFORNIA STATE FIRE MARSHALL
CURRENT TRANSFORMER
COPPER
DETAIL
DISCONNECT
DISTRIBUTION
DRAWING
ELECTRICAL CONTRACTOR
EQUIPMENT GROUNDING CONDUCTOR
ELEVATION
EMERGENCY
ELECTRICAL METALLIC TUBING
ELECTRICAL NONMETALLIC TUBING
END OF LINE RESISTOR
EMERGENCY POWER OFF
EQUIPMENT
ELECTRIC VEHICLE
ELECTRIC VEHICLE SUPPLY EQUIPMENT
EXHAUST
EXISTING
FUTURE
FIRE ALARM CONTROL PANEL
FURNISHED BY OTHERS
FINISHED FLOOR
FINISHED GRADE
FULL LOAD AMPS
FLEXIBLE
FLUORESCENT
FLEXIBLE METAL CONDUIT
FLEXIBLE METAL TUBING
GROUNDING ELECTRODE CONDUCTOR
GROUND-FAULT CURRENT INTERRUPTER
GROUND-FAULT PROTECTION OF EQUIPMENT
GROUND
HIGH INTENSITY DISCHARGE
HORSEPOWER
HEATING, VENTILATION & AIR CONDITIONING
HERTZ (cycle per second)
INSTITUTE OF ELECTRICAL AND ELECTRONICS
ENGINEERS
ISOLATED GROUND
INTERMEDIATE METAL CONDUIT
SHORT CIRCUIT
ISOLATED
JUNCTION BOX
ONE THOUSAND CIRCULAR MILS
KILOVOLTS
KILOWATTS
KILOVOLT-AMPERES
LIGHT-EMITTING DIODE
LIGHTING CONTROL PANEL
LIQUEFIED PETROLEUM GAS
LOCKED-ROTOR CURRENT
LIGHTING
ELECTRICAL ABBREVIATIONS
ABBREV DESCRIPTION
MAXIMUM
METAL-CLAD CABLE
MINIMUM CIRCUIT AMPACITY
MAIN CIRCUIT BREAKER
MOTOR CONTROL CENTER
MAIN GROUND BAR
MOTOR-GENERATOR SET
MAIN LUGS ONLY
MAXIMUM OVERCURRENT PROTECTION
MINIMUM POINT OF ENTRY
MOTION SENSOR
MAIN SWITCHBOARD
MOUNTED
MANUAL TRANSFER SWITCH
MEDIUM VOLTAGE CABLE
MEGAWATTS
NEW
NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
NOT IN CONTRACT
NIGHT LIGHT
NATIONALLY RECOGNIZED TESTING LABORATORIES
NOT TO SCALE
ON CENTER
OVERCURRENT PROTECTIVE DEVICE
OWNER FURNISHED CONTRACTOR INSTALLED
OWNER FURNISHED, OWNER INSTALLED
PHASE OR POLE
PULL BOX
POWER FACTOR
PROVIDE FOR FUTURE BREAKER
POST INDICATOR VALVE
PROGRAMMABLE LOGIC CONTROLLERS
PANEL
POWER OVER INTERNET
PHOTOVOLTAICS
POLYVINYL CHLORIDE
POWER
RELOCATED
REFLECTED CEILING PLAN
RECEPTACLE
REQUIRED
RIGID GALVANIZED STEEL CONDUIT
RIGID METAL CONDUIT
ROOT-MEAN-SQUARE
SUPERVISORY CONTROL AND DATA ACQUISITION
SILICON CONTROLLED RECTIFIER
SHIELDED
SURGE-PROTECTIVE DEVICE
SPECIFICATIONS
SWITCH
TRANSFORMER
TEMPORARY
THERMOPLASTIC, HEAT RESISTANT CABLE, NYLON
JACKET OUTER SHEATH
THERMOPLASTIC, HEAT AND MOISTURE RESISTANT
CABLE, NYLON JACKET OUTER SHEATH
TAMPER-RESISTANT
TAMPER SWITCH
THERMOSTAT
TYPICAL
UNDERGROUND
UNDERGROUND PULL SECTION
UNDERWRITERS LABORATORIES
UNLESS NOTED OTHERWISE
UNINTERRUPTIBLE POWER SUPPLY
UNIVERSAL SERIAL BUS
VARIABLE FREQUENCY DRIVE
VOLTS
VOLT-AMPERE
VOLTS ALTERNATING CURRENT
VOLTS DIRECT CURRENT
WATTS
WATT-HOUR
WITH
WEATHERPROOF
WEATHERPROOF LOCKING
WEATHERPROOF WHILE IN USE
WEATHER RESISTANT
REMOVE OR DEMO
DESCRIPTION
MAX
MC
MCA
MCB
MCC
MGB
MG SET
MLO
MOCP
MPOE
MS
MSB
MTD
MTS
MV
MW
(N)
NECA
NEMA
NIC
NL
NRTL
NTS
OC
OCPD
OFCI
OFOI
PH, P
PB
PF
PFB
PIV
PLC
PNL
PoE
PV
PVC
PWR
(R)
RCP
REC, RECPT
REQD
RGSC
RMC
RMS
SCADA
SCR
SHLD
SPD
SPECS
SW
T, XFMR
TEMP
THHN
THWN
TR
TS
TSTAT
TYP
UG
UGPS
UL
UNO
UPS
USB
VFD V
VA
Vac
Vdc WW-hr
w/
WP
WPL
WPU
WR
(X)
ABBREV
1. OCCUPANCY SENSORS AND DAYLIGHTING SENSORS SYSTEMS OPERATION:
A. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND AIM SENSORS IN THE CORRECT LOCATION REQUIRED FOR
COMPLETE AND PROPER VOLUMETRIC COVERAGE WITHIN THE RANGE OF COVERAGE(S) OF CONTROLLED AREAS PER THE MANUFACTURER'S RECOMMENDATIONS. ROOMS SHALL HAVE NINETY (90) TO ONE HUNDRED (100) PERCENT COVERAGE TO
COMPLETELY COVER THE CONTROLLED AREA TO ACCOMMODATE OCCUPANCY HABITS OF SINGLE OR MULTIPLE OCCUPANTS AT ANY LOCATION WITHIN THE ROOM(S). THE LOCATIONS AND QUANTITIES OF SENSORS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE ROOMS THAT ARE TO BE PROVIDED WITH SENSORS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL SENSORS IF REQUIRED TO PROPERLY AND COMPLETELY COVER THE RESPECTIVE ROOM.
B. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE A PRE- INSTALLATION MEETING WITH MANUFACTURER'S FACTORY AUTHORIZED REPRESENTATIVE, AT THE OWNER'S FACILITY, TO VERIFY PLACEMENT OF SENSORS AND INSTALLATION CRITERIA.
C. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE PROPER ADJUSTMENTS TO ASSURE OWNER'S SATISFACTION WITH THE OCCUPANCY SYSTEM. IF THE CONTRACTOR IS INCAPABLE TO MAKE PROPER ADJUSTMENTS, THE CONTRACTOR SHALL
PROVIDE THE FACTORY STARTUP IN THAT THE MANUFACTURER'S RESPONSIBILITY TO VERIFY PROPER ADJUSTMENTS AND TRAIN OWNER'S PERSONNEL TO ENSURE OWNER'S SATISFACTION WITH THE OCCUPANCY SYSTEM.
D. PROPER JUDGMENT MUST BE EXERCISED IN EXECUTING THE INSTALLATION SO AS TO ENSURE THE BEST POSSIBLE
INSTALLATION IN THE AVAILABLE SPACE AND TO OVERCOME LOCAL DIFFICULTIES DUE TO SPACE LIMITATIONS OR INTERFERENCE OF STRUCTURAL COMPONENTS. THE CONTRACTOR SHALL ALSO PROVIDE, AT THE OWNER'S FACILITY, THE TRAINING NECESSARY
TO FAMILIARIZE THE OWNER'S PERSONNEL WITH THE OPERATION, USE, ADJUSTMENT, AND PROBLEM SOLVING DIAGNOSIS OF THE OCCUPANCY SENSING DEVICES AND SYSTEMS.
2. OCCUPANCY SENSORS AND DAYLIGHITNG SENSORS COMMISSIONING:
A. UPON COMPLETION OF THE INSTALLATION, CONTRACTOR SHALL PROVIDE A COMPLETE SYSTEM COMMISSIONED BY THE
MANUFACTURER'S FACTORY AUTHORIZED TECHNICIAN WHO WILL VERIFY ADJUSTMENTS AND SENSOR PLACEMENT TO ENSURE A TROUBLE-FREE OCCUPANCY-BASED LIGHTING CONTROL SYSTEM.
B. UPON COMPLETION OF THE SYSTEM FINE TUNING, THE CONTRACTOR SHALL ARRANGE FOR THE FACTORY AUTHORIZED
TECHNICIAN TO PROVIDE THE PROPER TRAINING TO THE OWNER'S PERSONNEL IN THE ADJUSTMENT AND MAINTENANCE OF THE SENSORS.
C. LIGHTING CONTROLS COMMISSIONING, INSPECTIONS (INCLUDING STATE OF CALIFORNIA ENERGY COMMISSION INSPECTION
FORMS AND APPLICATIONS), TESTING, PROGRAMMING AND TUNING OF LIGHTING CONTROL SENSORS, DEVICES AND COMPONENTS, ETC. SHALL BE INCLUDED IN THE LIGHTING CONTROL PACKAGE AND PRICE.ANY LABOR, TOOLS AND MATERIALS REQUIRED TO PROVIDE A COMPLETE LIGHTING CONTROL SYSTEM SHALL BE AT NO EXTRA COST TO THE OWNERS OR END-USERS.
OCCUPANCY AND DAYLIGHTING SENSOR NOTES
UNDERGROUND TRENCHING NOTES
1. UNDERGROUND TRENCHING:
A. USE EXTREME CAUTION WHEN DIGGING TO AVOID BURIED ELECTRICAL CABLES. CALL UNDERGROUND SERVICE ALERT (U.S.A.) 800-277-2600, 48 HOURS BEFORE DIGGING.
B. BEFORE START OF ANY UNDERGROUND TRENCHING FOR CONDUIT RUNS, THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH ALL PLANS OF OTHER TRADES (ARCHITECTURAL, CIVIL, LANDSCAPE), AND SITE CONDITIONS TO AVOID CONFLICT.
C. TRENCHING AND BACKFILLING SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS. COORDINATE WITH CIVIL, LANDSCAPE AND ARCHITECTURAL SITE PLAN PRIOR TO THE TRENCHING, ETC. AND THE INSTALLATION OF THE ELECTRICAL SYSTEM.
D. ALL UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC, UL LISTED FOR DIRECT BURIAL, AND TERMINATED WITH FACTORY END BELL FITTINGS. ALL ELBOWS, BENDS AND TURNS TRANSITIONING TO GRADE SHALL BE INSTALLED USING PER MANUFACTURED 40-MIL PVC COATED GALVANIZED STEEL ELBOWS AND OFFSETS.
E. ALL UNDERGROUND SERVICE CONDUITS SHALL BE SEALED TO COMPLY WITH CEC 230.8.
F. PROVIDE 24" MINIMUM COVERAGE FOR UNDERGROUND CONDUITS, UNLESS OTHERWISE NOTED. THE EXCEPTION IS FOR PG&E SERVICE CONDUITS WHICH SHALL HAVE A 36" MINIMUM SEPARATION BETWEEN THE POWER AND LOW VOLTAGE SYSTEM UNDERGROUND CONDUITS. TRENCHES SHALL ALL BE INSTALLED WITH A RED POLYETHYLENE WARNING RIBBON LABELED "ELECTRICAL", LOCATED 8" BELOW GRADE IN THE TRENCH.
G. PROVIDE UNDERGROUND TRACER WHERE NON-METAL CONDUITS ARE INSTALLED.
H. PROVIDE PARTEX IDENTIFICATION TAGS TO IDENTIFY UNDERGROUND CIRCUITS.
I. ALL UNDERGROUND SPLICES SHALL BE MADE WATERPROOF BY PROVIDING WITH "SPLICE-KOTE" SPLICE KITS OR OTHER ACCEPTED METHODS. ALL FUSEHOLDERS SHALL BE WATERTIGHT.
J. ALL UNDERGROUND RACEWAYS SHALL BE PROVIDED WITH A #8 AWG MINIMUM SIZE COPPER EQUIPMENT GROUNDING CONDUCTOR, WHETHER SHOWN ON PLAN OR NOT, UNLESS OTHERWISE NOTED.
K. THE CONTRACTOR SHALL BE RESPONSIBLE UNDER THIS CONTRACT TO REPAIR AND REPLACE ANY AND ALL DAMAGES TO EXISTING PCC WALKS, AC PAVING, UTILITIES, TREES, TURF, PLANTED AREAS AND OTHER FACILITIES RESULTING FROM THIS PROJECT. WHEN
CUTTING OR TRENCHING THROUGH EXISTING CONCRETE SIDEWALKS, DRIVEWAYS, AND WALKWAYS, THE CONTRACTOR SHALL BE
REQUIRED TO COMPLETELY REPLACE ENTIRE SECTIONS OF CONCRETE PANELS FROM SCOREMARK TO SCOREMARK AFFECTED BY THE CONSTRUCTION WORK. ALL SIDEWALKS, DRIVEWAYS, AND WALKWAYS SHALL BE REPLACED TO MATCH ADJACENT CONDITION AND AS DIRECTED BY THE ARCHITECT.
I L
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OF
CA
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PR
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OF
E
S
S
I
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F0
NIA IN REE NG
ONAL
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C
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T
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L A
No. E 16762
EXP. 9-30-24
N
I MAR
S
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EI DA
Z
1209 Pleasant Grove Blvd.
Roseville, CA 95678
p 916-771-0778
MEP & FS / Sustainability / CxA
www.lpengineers.com
T
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TC
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B
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D
Ren. 9/30/23
No. C 30345 H CALIF
A
OR
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OF
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DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
1/5/2024 11:43:55 AMC:\Users\rnasiri\Documents\22-2233_Roseville Johnson Pool_r21_rnasiriUARVW.rvt E0.1
99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
ELECTRICAL NOTES AND
ABREVIATIONS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
ELECTRICAL SHEET INDEX
SHEET NUMBER SHEET NAME E0.1 ELECTRICAL NOTES AND ABREVIATIONS E0.2 ELECTRICAL SYMBOLS
E1.1 ELECTRICAL DEMO SITE PLAN
E1.2 ELECTRICAL SITE PLAN
E1.3 ELECTRICAL SITE LIGHTING PLAN
E1.4 ELECTRICAL PHOTOMETRIC SITE PLAN
E2.1 ELECTRICAL DEMO AND NEW POWER PLAN
E2.2 ELECTRICAL DEMO AND NEW LIGHTING PLAN
E4.1 ELECTRICAL DEMO AND NEW ROOF PLAN
E5.1 ELECTRICAL ONE LINE DIAGRAM
E6.1 ELECTRICAL SCHEDULES
E7.1 ELECTRICAL DETAILS
E8.1 TITLE 24 COMPLIANCE REPORTS
E8.2 TITLE 24 COMPLIANCE REPORTS
NO. REMARKS DATE I L E ST T A OF CA ER GIS PR RE TE D OFESS I R F 0 N I A IN REE NG ONAL E C E E C L TR I L A No. E 16762
EXP. 9-30-24
N
I MA R
S. E
I D A
Z
Not for Construction
For Council Approval
REFxXX
(N)
PANEL
''A''
100A
3P
100A
100A
3P
M
M
#
x
Ex.13
GFCI
SPD
POWER
CIRCUITS
TAGS AND LEADERS
ONE LINE DIAGRAM
SYMBOL DESCRIPTION
ELECTRICAL SYMBOL LEGEND
ALL SYMBOLS SHOWN IN THIS LEGEND ARE NOT NECESSARY USED ON PLANS IF NOT REQUIRED
SYMBOL DESCRIPTION SYMBOL DESCRIPTION
LIGHTING
LED LUMINAIRE -T-BAR LAY-IN
LED LUMINAIRE - RECESSED IN GYPBOARD
LED LUMINAIRE - SURFACE
LED LUMINAIRE - SUSPENDED
LED LUMINAIRE - SURFACE OR SUSPENDED STRIP
LED LUMINAIRE - RECESSED DOWNLIGHT
LED LUMINAIRE - RECESSED WALLWASH
LED LUMINAIRE - SURFACE
LED LUMINAIRE - WALL
LED LUMINAIRE - PENDANT
TRACK LIGHT - SUSPENDED OR SURFACE MOUNTED
CONTINUOUS LINEAR LED TAPE OR LED COVE LIGHT
HATCHED LUMINAIRE WITH "EM" ABBREVIATION INDICATES AN EMERGENCY LUMINAIRE WITH EMERGENCY POWER CONNECTION (UNSWITCHED).
SINGLE FACE EXIT SIGN. SEE LIGHTING FIXTURE SCHEDULE FOR SPECIFICATION. DIRECTIONAL ARROW AS INDICATED ON PLANS. (CEILING OR WALL)
DOUBLE FACE EXIT SIGN. SEE LIGHTING FIXTURE SCHEDULE FOR SPECIFICATION. DIRECTIONAL ARROW AS INDICATED ON PLANS. (CEILING OR WALL)
COMBINATION EMERGENCY EXIT SIGN WITH DUAL HEAD LIGHTS WITH EMERGENCY BATTERY BACK-UP.
BATTERY POWERED EMERGENCY EGRESS LUMINAIRE - SURFACE MOUNTED
SPOT/FLOOD LUMINAIRE - CEILING
SPOT/FLOOD LUMINAIRE - ABOVE GROUND
EXTERIOR POLE FIXTURE - SINGLE HEAD
EXTERIOR POLE FIXTURE - TWIN HEAD
EXTERIOR PATHWAY POST-TOP POLE FIXTURE
BOLLARD FIXTURE
STEP LUMINAIRE
EM EM EM
SINGLE POLE TOGGLE SWITCH, 20A, 120-277V @ +46" TO TOP OF BOX, UNO.
THREE WAY TOGGLE SWITCH, 20A, 120-277V @ +46" TO TOP OF BOX, UNO.
SUBSCRIPTS "a b c" DESIGNATE THE QUANTITY OF SWITCHES AT EACH LOCATION (TYPICAL FOR ALL SWITCH TYPES).
THERMAL OVERLOAD SWITCH
SINGLE POLE KEYED BARREL SWITCH 20A, 120-277V @ +46" TO TOP OF BOX, UNO.
PUSH BUTTON
WALL MOUNTED DIMMER. SEE CONTROL DRAWINGS FOR TYPE.
OCCUPANCY SENSOR. SEE CONTROL DRAWINGS FOR TYPE.
PHOTOCONTROL DAYLIGHT SENSOR
J
SSSSS
abc T
M
S
K
D
OS
TF#
J
J
J
J
EM
DS
LIGHTING CONTROLS
BRACKET
LEADERS
KEY NOTE
LIGHT FIXTURE TAG : FIXTURE TYPE
PANEL NAME - CIRCUIT# / SWITCHLEG
FEEDER DESIGNATION TAG
KITCHEN EQUIPMENT DESIGNATION TAG
DETAIL DESIGNATION: TOP LETTER INDICATES DETAIL,
BOTTOM LETTER / NUMBER INDICATES SHEET
MECHANICAL EQUIPMENT I.D. TAG - MP&S
MAIN SWITCHBOARD OR DISTRIBUTION PANEL,AS NOTED
RECESSED MOUNTED LIGHTING OR DISTRIBUTION PANEL
SURFACE MOUNTED LIGHTING OR DISTRIBUTION PANEL
RECESSED TERMINAL CABINET w/ 3/4"C PLYWOOD BACKBOARD, DUPLEX RECEPTACLE & #6 CU GND, UNO.
SURFACE MOUNTED TERMINAL CABINET w/ 3/4"C PLYWOOD BACKBOARD, DUPLEX RECEPTACLE & #6 CU GND, UNO.
DISTRIBUTION TRANSFORMER, MOUNTING AND SIZE AS NOTED
NON-FUSED DISCONNECT SWITCH
ENCLOSED CIRCUIT BREAKER DISCONNECT SWITCH
FUSED DISCONNECT SWITCH; SIZE DISCONNECT AND FUSES PER UNIT LABEL NON-FUSED / FUSED DISCONNECT; SEE DISCONNECT SWITCH SCHEDULE
MOTOR STARTER/CONTROLLER
COMBINATION CIRCUIT BREAKER DISCONNECT/MOTOR STARTER.
COMBINATION FUSIBLE DISCONNECT/MOTOR CONTROLLER; PROVIDE FUSES PER MANUFACTURER'S REQUIREMENTS.
N.F. INDICATES NON-FUSED.
MOTOR
POWER CONNECTION
DUPLEX RECEPTACLE OUTLET 20A, 120V, @ +16" TO BOTTOM OF BOX, UNO.
DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER TOP. [1]
ISOLATED GROUND DUPLEX RECEPTACLE, 20A, 120V @ +16" TO BOTTOM OF BOX, UNO.
DEDICATED DUPLEX RECEPTACLE OUTLET 20A, 120V, @ +16" TO BOTTOM OF BOX, UNO.
GFCI DUPLEX RECEPTACLE OUTLET 20A, 120V, @ +16" TO BOTTOM OF BOX, UNO.
GFCI DUPLEX RECEPTACLE OUTLET MOUNTED ABOVE COUNTER TOP AND/OR SINK BACKSPLASH. [1] ISOLATED GROUND GFCI DUPLEX RECEPTACLE OUTLET 20A, 120V, @ +16" TO BOTTOM OF BOX, UNO.
DEDICATED GFCI DUPLEX RECEPTACLE OUTLET 20A, 120V, @ +16" TO BOTTOM OF BOX, UNO FOURPLEX RECEPTACLE OUTLET 20A, 120V, @ +16" TO BOTTOM OF BOX, UNO.
FOURPLEX RECEPTACLE OUTLET MOUNTED ABOVE COUNTER TOP. [1] ISOLATED GROUNDED FOURPLEX RECEPTACLE 20A, 120V @ +16" TO BOTTOM OF BOX, UNO.
DEDICATED FOURPLEX RECEPTACLE OUTLET 20A, 120V, @ +16" TO BOTTOM OF BOX, UNO.
CONTROLLED/UNCONTROLLED FOURPLEX RECEPTACLE OUTLET 20A, 120V, @ +16" TO BOTTOM OF BOX, UNO.
CONTROLLED/UNCONTROLLED FOURPLEX RECEPTACLE OUTLET 20A, 120V, MOUNTED ABOVE COUNTER. [1] GFCI FOURPLEX RECEPTACLE OUTLET 20A, 120V, @ +16" TO BOTTOM OF BOX, UNO.
GFCI FOURPLEX RECEPTACLE OUTLET MOUNTED ABOVE COUNTER TOP AND/OR SINK BACKSPLASH. [1] ISOLATED GROUND GFCI FOURPLEX RECEPTACLE OUTLET 20A, 120V, @ +16" TO BOTTOM OF BOX, UNO.
DEDICATED GFCI FOURPLEX RECEPTACLE OUTLET 20A, 120V, @ +16" TO BOTTOM OF BOX, UNO.
SPECIAL RECEPTACLE OUTLET, SIZE AND NEMA CONFIGURATION AS NOTED, MOUNTED @ +16" TO BOTTOM OF BOX, UNO.
FLOOR MOUNTED DUPLEX RECEPTACLE, 20A, 125V FLUSH IN FINISHED FLOOR FLOOR MOUNTED FOURPLEX RECEPTACLE, 20A, 125V FLUSH IN FINISHED FLOOR CEILING MOUNTED DUPLEX RECEPTACLE, 20A, 125V
CEILING MOUNTED FOURPLEX RECEPTACLE, 20A, 125V
JUNCTION BOX - SIZE AS REQUIRED BY CODE. (WALL MOUNTED AND REGULAR) JUNCTION BOX (FLOOR MOUNTED) - SIZE AS REQUIRED BY CODE.
PLUGMOLD
POWER POLE
MOTOR RATED SWITCH
FLOOR MOUNTED COMBO DUPLEX RECEPTACLE / TELEPHONE/DATA
FLOOR MOUNTED COMBO FOURPLEX RECEPTACLE / TELEPHONE/DATA
CEILING EXHAUST FAN
PANEL IDENTIFICATION
CIRCUIT BREAKER
FUSED SWITCH
GROUND FAULT CIRCUIT INTERRUPTER
GROUND
UNDERGROUND TERMINATION SERVICE LUG
UTILITY METER
UTILITY METER WITH C.T. COMPARTMENT METER SOCKET
TRANSFORMER WITH GROUND
UFER GROUND
BOND TO COLD WATER PIPE, GAS PIPE, BUILDING STEEL
AUTOMATIC TRANSFER SWITCH
NEUTRAL LINK
SURGE PROTECTIVE DEVICE
STUB
CONTINUATION
CONDUIT RISER - UP
CONDUIT DROP - DOWN
CONDUIT CONCEALED IN CEILING OR WALL.
CONDUIT CONCEALED IN FLOOR OR UNDERGROUND
EXISTING CONDUIT TO REMAIN.
CONDUIT & CONDUCTORS FOR LOW VOLTAGE MOTION SENSORS
EXISTING CONDUIT AND/OR CONDUCTORS TO BE REMOVED. UNDERGROUND CONDUIT MAY BE ABANDONED IN PLACE.
HOMERUN TO PANELBOARD OR TERMINAL CABINET w/ CONDUCTORS AS NOTED CIRCUIT CONDUTORS:
LONG TICK INDICATES NEUTRAL CONDUCTOR; SHORT TICKS INDICATE PHASE CONDUCTORS; TICK MARK WITH A DOT ON THE END INDICATES EQUIPMENT GROUNDING CONDUCTOR. NUMBER BY TICKS INDICATE WIRE GAUGE OTHER THAN 12 AWG CU. NO TICKS INDICATE 2 #12 CU, 1 #12 CU GND, IN 1/2" CONDUIT. OTHERS AS NOTED ON PLAN.
NOTE: PROVIDE A CODE SIZED EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS FOR THIS PROJECT, WHETHER SHOWN ON PLAN OR NOT.
FLEXIBLE CONDUIT, 6'-0" LONG MAX. w/ #12 CU GROUND UNO. 26-XXX
G2
L1-11a
FOOTNOTE:
[1] PROVIDE 44" MAX. TO TOP OF BOX AT AREAS WITH FORWARD ACCESSIBLE APPROACH KNEE CLEARANCE, OR PROVIDE 46" MAX. TO TOP OF BOX AT AREAS WITH PARALLEL ACCESSIBLE APPROACH ( PER CBC 11B-308 ).
A
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No. E 16762
EXP. 9-30-24
N
I MAR
S
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EI DA
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1209 Pleasant Grove Blvd.
Roseville, CA 95678
p 916-771-0778
MEP & FS / Sustainability / CxA
www.lpengineers.com
T
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No. C 30345 H CALIF
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OR
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OF
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DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
1/5/2024 11:43:56 AMC:\Users\rnasiri\Documents\22-2233_Roseville Johnson Pool_r21_rnasiriUARVW.rvt E0.2
99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
ELECTRICAL SYMBOLS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
NO. REMARKS DATE I L E ST T A OF CA ER GIS PR RE TE D OFESS I R F 0 N I A IN REE NG ONAL E C E E C L TR I L A No. E 16762
EXP. 9-30-24
N
I MA R
S. E
I D A
Z
Not for Construction
For Council Approval
D STREET
4TH STREET
VERNON STREET
(E) STORAGE
(E) POOL DECK
(E) POOL HOUSE
LOWER AREA
(E)
MECHANICAL
ROOM
(E) POOL
(E) LANDSCAPE
(E)
COVERED
BENCHES
(E) TREE
(E)
WATER
SLIDE
"(E) METER"
"(E) MAIN
DISCONNECT"
(X) "DP"
(X) "P1"
(X)
(X)
(X)
(X)
(X)
(X)
(X)
(X)
1 1
2 2 1
1 1
1 3
3 GENERAL NOTES
I
L
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ST TA
OF CA
E
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GIS
PR
RE
TE
D
OFESS
I
R F0 NIA
IN
R
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NG
ONAL E
C
E EC L TR I
L A
No. E 16762
EXP. 9-30-24
N
I MAR
S. EI DA
Z
1209 Pleasant Grove Blvd.
Roseville, CA 95678
p 916-771-0778
MEP & FS / Sustainability / CxA
www.lpengineers.com
T
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Ren. 9/30/23
No. C 30345
H
CALIF
A
OR I N
S
OF
T TA E
DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
1/5/2024 11:43:57 AMC:\Users\rnasiri\Documents\22-2233_Roseville Johnson Pool_r21_rnasiriUARVW.rvt E1.1
99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
ELECTRICAL DEMO SITE
PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
1 SCALE: 1" = 10'-0"
ELECTRICAL DEMO SITE PLAN
KEY NOTES
1 (E) POLE LIGHT TO BE DEMOLISHED. DEMOLISHED AND
REMOVE ASSOCIATED CONDUIT AND CONDUCTORS.
2 DEMOLISH AND REMOVE (E) POWER RECEPTACLE WITH
ASSOCIATED CONDUIT AND CONDUCTORS.
3 (E) ELECTRICAL PANEL TO BE DEMOLISHED. SEE ONE
LINE DIAGRAM ON SHEET E5.1 FOR MORE INFO.
A. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS
PRIOR TO ROUGH-IN.
B. PATCH, REPAIR AND FINISH AS NECESSARY FOR ANY
DAMAGES DURING DEMOLITION AND INSTALL.
C. ALL UNDERGROUND CONDUIT RISERS AND ELBOWS SHALL
BE PVC COATED RIGID STEEL CONDUIT PER PROJECT
SPECIFICATIONS.
#
N
NO. REMARKS DATE
I
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E
ST T A
OF CA
E
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GIS
PR
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D
OFESS
I
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ONAL
E
C
E E C L TR I
L A
No. E 16762
EXP. 9-30-24
N
I MA R
S. E I D A
Z
Not for Construction
For Council Approval
(N) POOL DECK
SEE POOL DWG
POOL HOUSE
(N)
MECHANICAL
ROOM
(E) TREE
(N) POOL
SEE POOL DWG
(N)
STORAGE
(E) ACCESSIBLE VAN
PARKING SPACE
LOWER AREA
D STREET
4TH STREET
VERNON STREET
WH
WH
FD
FD
F
D
FD
FD FD
FD
FD
FD
FD
FD
FD
FD
UP
U
P
UP
UP
UP
"(E) METER"
"(E) MAIN
DISCONNECT"
CONDUIT
DROP-DOWN
"SP-1"
(N) "P1"
1 2
(N) PANEL "DP"
NEMA 3R "PB"
4 WPU
WPU
"DP"-4
"DP"-4
GENERAL NOTES
I L
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TA
OF
CA
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PR
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OF
E
S
S
I
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ONAL
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C
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No. E 16762
EXP. 9-30-24
N
I MAR
S
.
EI DA
Z
1209 Pleasant Grove Blvd.
Roseville, CA 95678
p 916-771-0778
MEP & FS / Sustainability / CxA
www.lpengineers.com
T
R
H
I
A
C
TC
R MO I E E T
B
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W
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Ren. 9/30/23
No. C 30345 H CALIF
A
OR
I N
S
OF
T
TA
E
DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
1/5/2024 11:43:58 AMC:\Users\rnasiri\Documents\22-2233_Roseville Johnson Pool_r21_rnasiriUARVW.rvt E1.2
99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
ELECTRICAL SITE PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
1 SCALE: 1" = 10'-0"
ELECTRICAL SITE PLAN
KEY NOTES
1 PROVIDE NEW ELECTRICAL UNDERGROUND N9 CHRISTY BOX
BOLT DOWN COVER.
2 PANEL "SP" PROVIDE PER POOL DESIGNER'S DRAWINGS.
COORDINATE THE EXACT LOCATION OF PANEL ON SITE.
REFER TO POOL DESIGNER'S DRAWINGS FOR MORE INFO.
3 PROVIDE NEW UNDERGROUND CONDUIT AND CONDUCTORS
FOR POOL EQUIPMENT PANEL "SP". SEE ONE LINE DIAGRAM
ON SHEET E5.1 FOR FEEDER INFO.
4 PROVIDE NEW UNDERGROUND CONDUIT AND CONDUCTORS
FOR PANEL "P1". SEE ONE LINE DIAGRAM ON SHEET E5.1 FOR
FEEDER INFO.
A. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS
PRIOR TO ROUGH-IN.
B. PATCH, REPAIR AND FINISH AS NECESSARY FOR ANY
DAMAGES DURING DEMOLITION AND INSTALL.
C. UNDERGROUND CONDUITS SHALL BE SCH-40 PVC.
UNDERGROUND CONDUIT SHALL BE 1" MINIMUM.
D. ALL UNDERGROUND CONDUIT RISERS AND ELBOWS SHALL
BE PVC COATED RIGID STEEL CONDUIT PER PROJECT
SPECIFICATIONS.
#
N
NO. REMARKS DATE I L E ST T A OF CA ER GIS PR RE TE D OFESS I R F 0 N I A IN REE NG ONAL E C E E C L TR I L A No. E 16762
EXP. 9-30-24
N
I MA R
S. E
I D A
Z
Not for Construction
For Council Approval
(N) POOL DECK
SEE POOL DWG
POOL HOUSE
(N)
MECHANICAL
ROOM
(E) TREE
(N) POOL
SEE POOL DWG
(N)
STORAGE
(E) ACCESSIBLE VAN
PARKING SPACE
LOWER AREA
D STREET
4TH STREET
VERNON STREET
WH
WH
FD
FD
F
D
FD
FD FD
FD
FD
FD
FD
FD
FD
FD
UP
U
P
UP
UP
UP
(N) "P1"
E2
P1-4
E2
P1-4
E1
P1-4
E1
P1-4
E3
P1-4
E3
P1-4
X3
X3
X3
1 2
3 GENERAL NOTES
I L
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CA
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PR
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OF
E
S
S
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F0
NIA IN REE NG
ONAL
E
C
E
EC L
T
R
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No. E 16762
EXP. 9-30-24
N
I MAR
S
.
EI DA
Z
1209 Pleasant Grove Blvd.
Roseville, CA 95678
p 916-771-0778
MEP & FS / Sustainability / CxA
www.lpengineers.com
T
R
H
I
A
C
TC
R MO I E E T
B
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E
W
N
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R IENSA
D
Ren. 9/30/23
No. C 30345 H CALIF
A
OR
I N
S
OF
T
TA
E
DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
1/5/2024 11:43:59 AMC:\Users\rnasiri\Documents\22-2233_Roseville Johnson Pool_r21_rnasiriUARVW.rvt E1.3
99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
ELECTRICAL SITE
LIGHTING PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
1 SCALE: 1" = 10'-0"
ELECTRICAL SITE LIGHTING PLAN
N
KEY NOTES
1 PROVIDE WAVELINKS AREA CONTROLLER
(WAC2-POE-OUT-EN) FOR OUTDOOR/POOL DECK
LIGHTING CONTROL. PROVIDE 120V, 20 A POWER
CONNECTION FROM PANEL "P1".
2 PROVIDE ASTRONOMICAL TIME SWITCH WITH AUTO
SCHEDULING CAPABILITIES FOR NEW OUTDOOR
LIGHTING CONTROL. CITY OF ROSEVILLE STANDARD IS
INTERMATIC MODEL #ET2845C.
3 PROVIDE WALL DIMMER (WWB5-RL-W) FOR POOL DECK
LIGHTING CONTROL.
A. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS
PRIOR TO ROUGH-IN.
B. PATCH, REPAIR AND FINISH AS NECESSARY FOR ANY
DAMAGES DURING DEMOLITION AND INSTALL.
C. UNDERGROUND CONDUITS SHALL BE SCH-40 PVC.
UNDERGROUND CONDUIT SHALL BE 1" MINIMUM.
D. ALL UNDERGROUND CONDUIT RISERS AND ELBOWS SHALL
BE PVC COATED RIGID STEEL CONDUIT PER PROJECT
SPECIFICATIONS.
NO. REMARKS DATE I L E ST T A OF CA ER GIS PR RE TE D OFESS I R F 0 N I A IN REE NG ONAL E C E E C L TR I L A No. E 16762
EXP. 9-30-24
N
I MA R
S. E
I D A
Z
Not for Construction
For Council Approval
I L
E
ST
TA
OF
CA
ER GIS
PR
RE TE D
OF
E
S
S
I
R
F0
NIA IN REE NG
ONAL
E
C
E
EC L
T
R
I
L A
No. E 16762
EXP. 9-30-24
N
I MAR
S
.
EI DA
Z
1209 Pleasant Grove Blvd.
Roseville, CA 95678
p 916-771-0778
MEP & FS / Sustainability / CxA
www.lpengineers.com
T
R
H
I
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C
TC
R MO I E E T
B
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W
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Ren. 9/30/23
No. C 30345 H CALIF
A
OR
I N
S
OF
T
TA
E
DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
1/5/2024 11:44:01 AMC:\Users\rnasiri\Documents\22-2233_Roseville Johnson Pool_r21_rnasiriUARVW.rvt E1.4
99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
ELECTRICAL
PHOTOMETRIC SITE PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
1 SCALE: NONE
ELECTRICAL PHOTOMETRIC SITE PLAN
N
NO. REMARKS DATE I L E ST T A OF CA ER GIS PR RE TE D OFESS I R F 0 N I A IN REE NG ONAL E C E E C L TR I L A No. E 16762
EXP. 9-30-24
N
I MA R
S. E
I D A
Z
Not for Construction
For Council Approval
WH
WH
FD FD
FD
FD FD
FD
FD
FD
FD
FD
J
J
FD
FD
J
FD
J
1 (E) "P1" 2
STORAGE
101
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102
HWH
103
OFFICE
105
LIFEGUARD/
BREAKROOM
106
ENTRY
VESTIBULE
107
FAMILY
CHANGING
108
JAN.
109
HMH
110
STORAGE
112
MEN'S SHOWER/
CHANGING/
RESTROOM
111 STORAGE
104
A B
2 1
C D E J K L
1 1
1 1
1 1
1 1
1 1
1 (N) "P1"
"P1"-5 "P1"-5
"P1"-5
"P1"-5
"P1"-5
"P1"-7
"P1"-7
"P1"-7
"P1"-7
"P1"-7
"P1"-9
"P1"-9 "P1"-9
"P1"-8
"P1"-8
"P1"-8
"P1"-6
"P1"-6
"P1"-10
STORAGE
101
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102
STORAGE
104
FIRST AID
113
OFFICE
105
LIFEGUARD/
BREAKROOM
106
ENTRY
VESTIBULE
107
FAMILY
CHANGING
108 JAN.
109
MEN'S SHOWER/
CHANGING/
RESTROOM
111
STORAGE
112
JAN.
114
HWH
103
HMH
110
A B
2 1
C D E J K L
3 "P1"-19
"P1"-13,15,17
4 "P1"-12,14,16
4 1
WH
+48"
2 WH
"P1"-21
"P1"-23
GENERAL NOTES
5 6
P Q
"(E) METER"
"(E) MAIN
DISCONNECT"
(X) "DP"
M
N
O
3 4
8 8
M
N
O
3 4
CHEMICAL
M101
"SP-1"
1 IEF
5 5
3 WH
"DP"-11
"DP"-11
"DP"-10
WP
20A/2P
WP
20A/2P
6 7
5 5
6 P Q
WPU
"DP"-9 "DP"-9
"(E) METER"
"(E) MAIN
DISCONNECT"
"DP"
2 IEF
7 "DP"-12
STORAGE
S101
I
L
E
ST TA
OF CA
E
R
GIS
PR
RE
TE
D
OFESS
I
R F0 NIA
IN
R
EE
NG
ONAL E
C
E EC L TR I
L A
No. E 16762
EXP. 9-30-24
N
I MAR
S. EI DA
Z
1209 Pleasant Grove Blvd.
Roseville, CA 95678
p 916-771-0778
MEP & FS / Sustainability / CxA
www.lpengineers.com
T
R H
I
A C
TC
R
MO
I E
E
T
B
IC L
E
W N P
R I
ENS
A
D
Ren. 9/30/23
No. C 30345
H
CALIF
A
OR I N
S
OF
T TA E
DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
1/5/2024 11:44:03 AMC:\Users\rnasiri\Documents\22-2233_Roseville Johnson Pool_r21_rnasiriUARVW.rvt E2.1
99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
ELECTRICAL DEMO AND
NEW POWER PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
1 SCALE: 1/8" = 1'-0"
POOL HOUSE DEMO POWER PLAN
4 SCALE: 1/8" = 1'-0"
POOL HOUSE POWER PLAN
KEY NOTES
1 REMOVE ALL ELECTRICAL DEVICES,
APPURTENANCES AND WIRING ASSOCIATED ON THE
DEMO WALLS AND CEILING. REMOVE CONDUCTORS
UP TO THE SUPPLY SOURCE. REMOVE ACCESSIBLE
CONDUITS AS POSSIBLE. MAINTAIN CIRCUIT
CONTINUITY FOR THE DEVICES TO REMAIN.
COORDINATE WITH ARCHITECTURAL DRAWINGS FOR
DEMO SCOPE OF WORK. ALL ELECTRICAL
EQUIPMENT AND DEVICES NOT ON THE DEMO WALL
OR CEILING SHALL REMAIN UNLESS NOTED
OTHERWISE. PROTECT THE CIRCUITS AND MAINTAIN
CONTINUITY FOR THE CIRCUITS TO REMAIN.
2 (E) PANEL "P1" TO BE REPLACE WITH (N) PANEL "P1".
SEE ONE LINE DIAGRAM ON SHEET E5.1 FOR MORE
INFO.
3 PROVIDE 120V, 20A POWER CONNECTION TO MDF.
COORDINATE THE EXACT LOCATION AND MOUNTING
HEIGHT WITH MDF INSTALLER ON SITE.
4 ELECTRIC WATER HEATER; PROVIDE POWER
CONNECTION AS SHOWN. PROVIDE 30A/3P HEAVY
DUTY WATERPROOF DISCONNECT SWITCH. PROVIDE
3/4"C/ W 3#10 CU + 1#10 CU GND. SEE PLUMBING
DRAWINGS FOR MORE INFO.
5 PROVIDE 120V, 20A POWER CONNECTION FROM
PANEL "SP".
6 GAS WATER HEATER; PROVIDE 120V, 20A DEDICATED
POWER CONNECTION. COORDINATE THE EXACT
LOCATION AND MOUNTING HEIGHT WITH EQUIPMENT
INSTALLER ON SITE. SEE PLUMBING DRAWINGS FOR
MORE INFO.
7 INTERLOCK THE EXHAUST FAN CONTROL WITH
LIGHTING CONTROL IN THE ROOM. PROVIDE ALL
MATERIALS NECESSARY FOR THE INTERLOCKING.
8 DEMOLISH AND REMOVE ALL (E) ELECTRICAL
EQUIPMENT, DEVICES AND LIGHTING FIXTURES WITH
ASSOCIATED CIRCUITING.
A. CONTRACTOR TO FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO ROUGH-IN NOTIFYH
ARECHITECT AND ENGINEER OF ANY CONFLICTS OR
DISCREPANCIES.
B. VERIFY MOUNTING HEIGHTS OF ALL DEVICES WITH
ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN.
C. REPAIR AND PANIT WALLS AND CEILINGS AFFECTED
BY ELECTRICAL DEMO AND NEW INSTALLATIONS.
PAINT NEWLY INSTALLED SUFACE MOUNTED
CONDUITS AND AND BOXES TO MATCH ARCHITECTAL
WALL AND CEILING.
D. PROVIDE PVC OR STAINLESS STEEL J-BOXES,
CONDUITS AND FITTINGS IN ALL CHEMICAL STORAGE
ROOMS
#
N
N
3 SCALE: 1/8" = 1'-0"
STORAGE DEMO POWER PLAN
2 SCALE: 1/8" = 1'-0"
MECHANICAL DEMO POWER PLAN
5 SCALE: 1/8" = 1'-0"
MECHANICAL POWER PLAN
6 SCALE: 1/8" = 1'-0"
STORAGE POWER PLAN
N
N
NO. REMARKS DATE
I
L
E
ST T A
OF CA
E
R
GIS
PR
RE
TE
D
OFESS
I
R F 0 N I A
IN
R
EE
NG
ONAL
E
C
E E C L TR I
L A
No. E 16762
EXP. 9-30-24
N
I MA R
S. E I D A
Z
Not for Construction
For Council Approval
OS
OS
OS
OS
OS
OS
OS
D
D
OS
OS
OS
OS
OS OS
OS
OS
OS
OS
(E)
(E)
(E) (E)
1 1
1 1
2 2
2 2
2 2
2 2
2 2
2 A B
2 1
C D E J K L
MEN'S SHOWER/
CHANGING/
RESTROOM
111
FAMILY
CHANGING
108
STORAGE
112
ENTRY
VESTIBULE
107
LIFEGUARD/
BREAKROOM
106
FIRST AID
113
STORAGE
104
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102
HWH
103
STORAGE
101
OFFICE
105
B1
P1-1
B1E
P1-1
B1
P1-1
B1
P1-1
B1E
P1-1 B1
P1-1
B1E
P1-1
B1E
P1-1
B1
P1-1
W1
P1-1
X1
P1-1
B1
P1-1
B1
P1-1
B2E
P1-1
X1
P1-2
X1
P1-2
W1
P1-2
B1
P1-1
B1E
P1-1
A1E
P1-1
A1E
P1-1
A1E
P1-2
A1
P1-1
A1
P1-1
A1
P1-1
A1
P1-1
A1E
P1-2
B1E
P1-2
B1
P1-2
B1E
P1-2
B1
P1-2
B1
P1-2
B1
P1-2
B1
P1-2
B1
P1-2 B1
P1-2
B1
P1-2
B1E
P1-2
B1E
P1-2
B1
P1-2
W2
P1-2
W2
P1-2
X1
P1-1
a
b
b
a,b
3 "P1"
A B
2 1
C D E J K L
STORAGE
112
MEN'S SHOWER/
CHANGING/
RESTROOM
111 ENTRY
VESTIBULE
107
HMH
110
JAN.
109
FAMILY
CHANGING
108
OFFICE
105
LIFEGUARD/
BREAKROOM
106
FIRST AID
113
STORAGE
104
JAN.
114
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102
STORAGE
101
X2
P1-1
X2
P1-2
a a a a
a a a
a
a
a
a
b
b
5 +7'-0"
W2
P1-1
+6'-7"
+6'-0"
+6'-0"
+6'-0"
W2
E4
E4 X1
P1-2
E4E
5 5 5
E4
E4E E4E
5 5
E4 E4
5 5
HWH
103
GENERAL NOTES
M
N
O
3 4
4 4
CHEMICAL
M101
MECHANICAL
M100
5 6
P Q
4 STORAGE
S101
M
N
O
3 4
CHEMICAL
M101
C1
DP-5
C1E
DP-5
C1E
DP-5
C1E
DP-5
a
b
a
b
a
3 "SP-1"
MECHANICAL
M100
"DP"-5
20A/2P
WP
E4E
DP-8
X1
DP-5
X1
DP-5
E4E
DP-8
E4
DP-8
E4
DP-8
C1
DP-5
5 6
P Q
B1
DP-5
B1
DP-5
B1
DP-5
VIS TIME
SWITCH
"(E) METER"
"(E) MAIN
DISCONNECT"
"DP"
STORAGE
S101
E4E
DP-8
E4
DP-8
E4
DP-8
I
L
E
ST TA
OF CA
E
R
GIS
PR
RE
TE
D
OFESS
I
R F0 NIA
IN
R
EE
NG
ONAL E
C
E EC L TR I
L A
No. E 16762
EXP. 9-30-24
N
I MAR
S. EI DA
Z
1209 Pleasant Grove Blvd.
Roseville, CA 95678
p 916-771-0778
MEP & FS / Sustainability / CxA
www.lpengineers.com
T
R H
I
A C
TC
R
MO
I E
E
T
B
IC L
E
W N P
R I
ENS
A
D
Ren. 9/30/23
No. C 30345
H
CALIF
A
OR I N
S
OF
T TA E
DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
1/5/2024 11:44:06 AMC:\Users\rnasiri\Documents\22-2233_Roseville Johnson Pool_r21_rnasiriUARVW.rvt E2.2
99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
ELECTRICAL DEMO AND
NEW LIGHTING PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
KEY NOTES
1 (E) WALL PACK FIXTURE TO BE REPLACED WITH NEW
LED FIXTURE.
2 DISCONNECT AND REMOVE ALL EXISTING LIGHT
FIXTURES AND CONTROLS FOR INSTALLATION OF NEW
FIXTURE/CONTROLS AS SHOWN. UNLESS NOTED
OTHERWISE RETAIN AND MODIFY EXISTING CIRCUITRY
FOR RECONNECTION OF NEW FIXTURES WITH
SWITCHING ZONES AS SHOWN ON NEW LIGHTING PLAN.
EXTEND THE EXISTING CIRCUITS WHEN NECESSARY.
3 DO NOT WIRE THIS FIXTURE VIA OCCUPANCY SENSOR.
THIS LIGHT FIXTURE SHALL BE CONTROLLED BY ON/OFF
SWITCH ONLY AS SHOWN.
4 DEMOLISH AND REMOVE (E) LIGHTING FIXTURES WITH
ASSOCIATED CIRCUITING AND CONTROLS.
5 PROVIDE NEW LED FIXTURE AND RECONNECT TO THE
EXISTING EXTERIOR LIGHTING CIRCUIT.
1 SCALE: 1/8" = 1'-0"
POOL HOUSE DEMO LIGHTING PLAN
4 SCALE: 1/8" = 1'-0"
POOL HOUSE NEW LIGHTING PLAN
#
A. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS
PRIOR TO ROUGH-IN NOTIFYH ARECHITECT AND ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES.
B. VERIFY MOUNTING HEIGHTS OF ALL DEVICES WITH
ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN.
C. REPAIR AND PANIT WALLS AND CEILINGS AFFECTED BY
ELECTRICAL DEMO AND NEW INSTALLATIONS. PAINT
NEWLY INSTALLED SUFACE MOUNTED CONDUITS AND AND
BOXES TO MATCH ARCHITECTAL WALL AND CEILING.
D. ONLY LIGHTING CONTROL DEVICES ARE SHOWN ON THE
PLANS. THE CONTRACTOR SHALL PROVIDE SHOP
DRAWING FOR LIGHTING CONTROL SYSTEM, SHOWING ALL
COMPONENTS, LOCATIONS AND POINT-TO-POINT WIRING
DIAGRAM FOR REVIEW AND APPROVAL. CONTRACTOR
SHALL PROVIDE REQUIRED PROGRAMMING,
CONFIGURATIONS AND ADJUSTMENTS, FOR A COMPLETE
AND OPERABLE SYSTEM.
E. PROVIDE ADDITIONAL NON-CONTROLLED HOT LEG TO
BATTERY FOR LIGHT FIXTURES WITH BATTERY PACK. EXIT
LIGHT FIXTURE SHALL BE UNSWITCHED.
N
N
2 SCALE: 1/8" = 1'-0"
MECHANICAL DEMO LIGHTING PLAN
3 SCALE: 1/8" = 1'-0"
STORAGE DEMO LIGHTING PLAN
5 SCALE: 1/8" = 1'-0"
MECHANICAL NEW LIGHTING PLAN
6 SCALE: 1/8" = 1'-0"
STORAGE NEW LIGHTING PLAN
N
N
NO. REMARKS DATE
I
L
E
ST T A
OF CA
E
R
GIS
PR
RE
TE
D
OFESS
I
R F 0 N I A
IN
R
EE
NG
ONAL
E
C
E E C L TR I
L A
No. E 16762
EXP. 9-30-24
N
I MA R
S. E I D A
Z
Not for Construction
For Council Approval
J
J
M
M
#
A
B
21 C
D
EJ
K
L
M
N
O3
4 2
2 1
UEF
2 UEF
"P1"-11
"P1"-18,20
"P1"-22,24
"P1"-11
1 1
WPU
WPU
A
B
21 C
D
EJ
K
L
M
N
O3
4 I L
E
ST
TA
OF
CA
ER GIS
PR
RE TE D
OF
E
S
S
I
R
F0
NIA IN REE NG
ONAL
E
C
E
EC L
T
R
I
L A
No. E 16762
EXP. 9-30-24
N
I MAR
S
.
EI DA
Z
1209 Pleasant Grove Blvd.
Roseville, CA 95678
p 916-771-0778
MEP & FS / Sustainability / CxA
www.lpengineers.com
T
R
H
I
A
C
TC
R MO I E E T
B
IC L
E
W
N
P
R IENSA
D
Ren. 9/30/23
No. C 30345 H CALIF
A
OR
I N
S
OF
T
TA
E
DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
1/5/2024 11:44:08 AMC:\Users\rnasiri\Documents\22-2233_Roseville Johnson Pool_r21_rnasiriUARVW.rvt E4.1
99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
ELECTRICAL DEMO AND
NEW ROOF PLAN
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
1 SCALE: 1/8" = 1'-0"
ELECTRICAL DEMO ROOF PLAN
2 SCALE: 1/8" = 1'-0"
ELECTRICAL ROOF PLAN
KEY NOTES
1 INTERLOCK THE EXHAUST FAN CONTROL WITH LIGHTING
CONTROL IN THE ROOM. PROVIDE ALL MATERIALS
NECESSARY FOR THE INTERLOCKING.
2 EXISTING MECHANICAL UNIT TO REMAIN.
N N
NO. REMARKS DATE I L E ST T A OF CA ER GIS PR RE TE D OFESS I R F 0 N I A IN REE NG ONAL E C E E C L TR I L A No. E 16762
EXP. 9-30-24
N
I MA R
S. E
I D A
Z
Not for Construction
For Council Approval
(E) METER CABINET
120/240 VOLT, 3PH, 4W, 200 AMPERES COPPER BUSSING, 42 kAIC (E)
200A
3P
(E) UTILITY SERVICE
TRANSFORMER
(PAD MOUNTED)
(E) "UFER" GROUND
(E) U.G.
PRIMARY
SERVICE
(E)
125A
3P
NEUTRAL
GROUND
(E)
(E)
M
(E) MAIN DISCONNECT (N) MAIN DISTRIBUTION PANEL "DP"
(E) FEEDER
30A
1P
30A
1P
20A
1P
30A
1P
50A
2P
20A
1P
20A
1P
15A
1P
(E) OUTDOOR
RECEPTACLES
(E) OUTDOOR
RECEPTACLES
(E) OUTDOOR
LIGHTING
(N) LIGHTING (N) RECEPTACLE
(N) LIGHTING
(E) LOAD
(E) CIRCUIT(E) CIRCUIT
3/4"C-2 #12CU+ 1#12 CU GND
(E) CIRCUIT(E) CIRCUIT3/4"C-2 #12CU+ 1#12 CU GND
3/4"C-2 #12CU+ 1#12 CU GND
125A
3P
1-1/2"C - 4#1 CU + 1#8 CU GND
(N)
PANEL
"SP"
100A/3P
1-1/2"C - (N) 4#1 CU + 1#8 CU GND
(N)
PANEL
"P1"
125A/3P
2-1/2"C - 4#3/0 CU +
1#6 CU GND
#6 CU #6 CU
1 2
5 6 6
20A
1P
(4) SPACE
1 2 3 4 5 6 7 8 9 10 11
(N) IEF-I (N) WH-3
15A
1P
12 (N) IEF-2
3/4"C-2 #12CU+ 1#12 CU GND3/4"C-2 #12CU+ 1#12 CU GND3/4"C-2 #12CU+ 1#12 CU GND (E) BOND TO COLD WATER PIPE
AND FRAME.
20A
1P
(2) SPARE
(E) METER CABINET
(E) 120/240 VOLT, 3PH, 4W, 200 AMPERES CU BUSSING
(E) FEEDER
(E)
200A
3P
(E) UTILITY SERVICE
TRANSFORMER
(PAD MOUNTED)
(E) "UFER" GROUND
(E) U.G.
PRIMARY
SERVICE
(E)
PANEL
"P-1"
100A
(E)
(E)
50A
2P
(X)
PANEL
"F"
50A
(X)
60A
2P
NEUTRAL
GROUND
F
PUMP ROOM
(X) PUMP
PUMP ROOM
(E)
(E)
(E) FEEDER(E) FEEDER
M
(E) MAIN DISCONNECT (X) MAIN DISTRIBUTION PANEL
(E) FEEDER (E) FEEDER
(E)
30A
1P
(E)
30A
1P
(E)
30A
1P
(E)
30A
1P
(E)
50A
2P
(E)
20A
1P
(E)
20A
1P
(E)
20A
1P
(E) OUTDOOR
RECEPTACLES
(E) OUTDOOR
RECEPTACLES
(E) LIGHTING (E) LIGHTING (E) LOAD (E) LOAD (E) LOAD
(E) SPARE
(E) CIRCUIT(E) CIRCUIT(E) CIRCUIT(E) CIRCUIT(E) CIRCUIT(E) CIRCUIT(E) CIRCUIT 1 2
4 7
(E) BOND TO COLD WATER PIPE
AND FRAME.
3 EXISTING ELECTRICAL SERVICE LOAD CALCULATION
EXISTING MAXIMUM PEAK DEMAND LOAD FOR THE MONTH OF JULY 2019 (SOURCE: PG&E PREVIOUS 12 MONTHS DATA) 21.3 KVA
HVAC LOAD 0.0 KVA
25% OF LARGEST NEW MOTOR= 0.8 KVA @ 25% = 0.2 KVA
PLUS 25% OF EXISTING CONNECTED LOAD 5.3 KVA
TOTAL EXISTING CONNECTED LOAD = 26.6 KVA
REMOVED EXISTING LOAD
- 0.0 KVA
- 0.00 KVA
TOTAL LOAD REMOVED = 0.0 KVA
TOTAL EXISTING LOAD MINUS REMOVED LOAD = 26.6 KVA
55.9 KVA @ 120/208 VOLT , 3 PHASE = 155 AMPERES
THEREFORE: EXISTING MAIN 200 AMP SERVICE HAS THE CAPACITY FOR THE NEW ADDED LOAD.
TOTAL ADDED LOAD = 29.3 KVA
EXISTING AND ADDED TOTAL SERVICE LOAD = 55.9 kvA
ADD NEW LOAD
EXHAUST FAN 0.8 KVA ea X 2 1.6 KVA
ELECTRIC WATER HEATER 9.0 KVA ea X 2 22.5 KVA
VENDING MACHINES 1.5 KVA ea X 0 0.0 KVA
IDF ROOM EQUIPMENT 5.0 KVA
COMPUTERS 0.2 KVA ea X 0 0.0 KVA
PRINTERS 0.1 KVA ea X 0 0.0 KVA
FAX MACHINES 0.1 KVA ea X 0 0.0 KVA
GARBAGE DISPOSAL 1.2 KVA ea X 0 0.0 KVA
GENERAL NOTES
I
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E EC L TR I
L A
No. E 16762
EXP. 9-30-24
N
I MAR
S. EI DA
Z
1209 Pleasant Grove Blvd.
Roseville, CA 95678
p 916-771-0778
MEP & FS / Sustainability / CxA
www.lpengineers.com
T
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Ren. 9/30/23
No. C 30345
H
CALIF
A
OR I N
S
OF
T TA E
DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
1/5/2024 11:44:12 AMC:\Users\rnasiri\Documents\22-2233_Roseville Johnson Pool_r21_rnasiriUARVW.rvt E5.1
99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
ELECTRICAL ONE LINE
DIAGRAM
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
2 SCALE: NONE
ONE-LINE DIAGRAM
1 SCALE: 1/4" = 1'-0"
DEMO ONE-LINE DIAGRAM
KEY NOTES
A. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR
TO ROUGH-IN NOTIFYH ARECHITECT AND ENGINEER OF ANY
CONFLICTS OR DISCREPANCIES.
B. CONTRACTOR SHALL PROTECT THE EXISTIN EXUIPMENT AND
GROUNDING CONNECTIONS DURING CONSTRUCTION.
C. PROVIDE ALL NECESSARY AUXILIARY EQUIPMENT AND
ACCESSORIES REQUIRED FOR A COMPLETE AND OPERATIONAL
SYSTEM.
D. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE COPPER, UNLESS SPECIFIED OTHERWISE.
E. THE CONTRACTOR SHALL, PROVIDE A SHORT CIRCUIT, PROTECTIVE
DEVICE COORDINATION STUDY AND ARC FLASH STUDY FOR THE
PROJECT COMPLETE ELECTRICAL DISTRIBUTION SYSTEM, SUBMIT TO THE ELECTRICAL ENGINEER OF RECORD FOR REVIEW. PROVIDE
ALL SHORT CIRCUIT DEVICE AND EQUIPMENT CHARACTERISTIC
INFORMATION FOR ALL ELECTRICAL COMPONENTS PROVIDE TIMECURRENT CURVES FOR ALL OVERCURRENT PROTECTIVE DEVICES IN THE SUBMITTAL. SET AND ADJUST ALL DEVICES IN
ACCORDANCE WITH THE RESULTS OF THIS STUDY PRIOR TO
ENERGIZING EQUIPMENT.
F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
PERTINENT INFORMATION NECESSARY IN ORDER TO PERFORM THE
REQUIRED SHORT CIRCUIT PROTECTIVE DEVICE COORDINATION
AND ARC FLASH STUDIES TO INCLUDE BUT NOT LIMITED TO THE FOLLOWING:
1. CONTACTING THE SERVING POWER UTILITY TO OBTAIN THE
AVAILABLE SHORT CIRCUIT CURRENT AT THE PROJECT POINT
OF CONNECTION AND/OR SECONDARY OF THE SERVING
UTILITY COMPANY SERVICE TRANSFORMER(S).
2. FIELD INVESTIGATION TO DETERMINE THE SHORT CIRCUIT
CURRENT RATING FOR ANY EXISTING ELECTRICAL SERVICE
AND DISTRIBUTION EQUIPMENT.
3. ELECTRICAL CHARACTERISTICS FOR ALL PROPOSED NEW
ELECTRICAL SERVICE AND DISTRIBUTION EQUIPMENT.
G. THE CONTRACTOR SHALL PROVIDE APPROVED PERMANENT LABELS
FOR ALL ELECTRICAL SERVICE AND DISTRIBUTION EQUIPMENT TO
CLEARLY IDENTIFY THE AVAILABLE SHORT CIRCUIT CURRENT AND
ARC FLASH ENERGY LEVELS AND REQUIRED PPE (PERSONNEL
PROTECTIVE EQUIPMENT).
H. ALL SWITCHBOARDS, DISTRIBUTION PANELS, AND PANELBOARDS SHALL BE FULLY RATED FOR INTERRUPTING CAPACITY. SERIES
RATED EQUIPMENT SHALL NOT BE USED.
I. EACH SERVICE DISCONNECT SHALL BE PERMANENTLY MARKED TO IDENTIFY IT AS A SERVICE DISCONNECT.
1. (E) UTILITY METER TO REMAIN.
2. (E) MAIN DISCONNECT TO REMAIN
3. REMOVE (E) DISTRIBUTION PANEL AND REPLACE WITH A (N) DISTRIBUTION PANEL "DP". BEFORE START OF WORK, CONTRACTOR
SHALL VERIFY THE EXISTING CIRCUIT DESIGNATIONS AT THE (E)
DISTRIBUTION PANEL AND TAG THE EXISTING INCOMING AND
OUTGOING FEEDERS AND BRANCH CIRCUITS THAT ARE TO REMAIN.
INTERCEPT THE TAGGED FEEDERS AND BRANCH CIRCUITS; EXTEND
AND RECONNECT THEM TO THE (N) DISTRIBUTION PANEL TO
MAINTAIN EXISTING CIRCUIT CONTINUITY TO THE REMAINING
ELECTRICAL PANELS AND/OR EQUIPMENT
4. (E) UNDERGROUN CONDUIT AND CONDUCTORS TO BE REPLACED WITH NEW CONDUIT AND CONDUCTORS.
5. (N) DISTRIBUTION PANEL "DP"; RECONNECT INCOMING FEEDER AND ALL OUTGOING FEEDERS AND BRANCH CIRCUITS. EXTEND THE
FEEDERS AND BRANCH CIRCUIT CONDUITS AND CONDUCTORS IF
REQUIRED.
6. PROVIDE GROUNDING ELECTRODE(S) PER CEC 250.52 AND 250.54.
7. REMOVE EXISTING PANEL BOARD AND REPLACE WITH NEW PANEL.
CONTRACTOR SHALL VERIFY THE EXISTING CIRCUIT DESIGNATIONS
AT THE (E) PANEL AND TAG THE EXISTING INCOMING AND OUTGOING FEEDERS THAT ARE TO REMAIN. INTERCEPT THE TAGGED FEEDERS AND BRANCH CIRCUITS; EXTEND AND RECONNECT THEM TO THE (N)
PANEL TO MAINTAIN EXISTING CIRCUIT CONTINUITY TO THE
REMAINING ELECTRICAL FIXTURES AND/OR EQUIPMENT.
#
NO. REMARKS DATE
I
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ST T A
OF CA
E
R
GIS
PR
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D
OFESS
I
R F 0 N I A
IN
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EE
NG
ONAL
E
C
E E C L TR I
L A
No. E 16762
EXP. 9-30-24
N
I MA R
S. E I D A
Z
Not for Construction
For Council Approval
I L
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OF
CA
ER GIS
PR
RE TE D
OF
E
S
S
I
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F0
NIA IN REE NG
ONAL
E
C
E
EC L
T
R
I
L A
No. E 16762
EXP. 9-30-24
N
I MAR
S
.
EI DA
Z
1209 Pleasant Grove Blvd.
Roseville, CA 95678
p 916-771-0778
MEP & FS / Sustainability / CxA
www.lpengineers.com
T
R
H
I
A
C
TC
R MO I E E T
B
IC L
E
W
N
P
R IENSA
D
Ren. 9/30/23
No. C 30345 H CALIF
A
OR
I N
S
OF
T
TA
E
DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
1/5/2024 11:44:14 AMC:\Users\rnasiri\Documents\22-2233_Roseville Johnson Pool_r21_rnasiriUARVW.rvt E6.1
99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
ELECTRICAL SCHEDULES
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
LIGHTING FIXTURE SCHEDULE
Type Manufacturer Model Lamp Lumens Color Temperature Volts Watts Mounting Description - - LED 0 lm 0 K 0 V 0.0 W - LED 0 lm 0 K 0 V 0.0 W A1 HE WILLIAMS AXA-4-L14-835-LVRS-DIM-UNV
LED
5600 lm 3500 K
120 V
54.0 W SUSPENDED LED SUSPENDED LIGHT FIXTURE, PROVIDE REQUIRED MOUNTING ACCESSORIES.
COORDIANATE WITH ARCHITEC FOR MOUNTING HEIGHT.
A1E HE WILLIAMS AXA-4-L14-835-LVRS-EM/10WRM-DIM-UNV
LED
5600 lm 3500 K
120 V
54.0 W SUSPENDED LED SUSPENDED LIGHT FIXTURE, PROVIDE REQUIRED MOUNTING ACCESSORIES.
COORDIANATE WITH ARCHITEC FOR MOUNTING HEIGHT.
B1 HE WILLIAMS SLF-4-L52-835-HIA/TP-(L30)-DIM1-UNV LED 3000 lm 3500 K 120 V 23.0 W SURFACE LED SURFACE MOUNT FIXTURE, PROVIDE ALL REQUIRED MOUNTING ACCESSORIES.
B1E HE WILLIAMS SLF-4-L52-835-HIA/TP-EM/10-(L30)-DIM1-UNV LED 3000 lm 3500 K 120 V 23.0 W SURFACE LED SURFACE MOUNT FIXTURE, PROVIDE ALL REQUIRED MOUNTING ACCESSORIES.
B2E HE WILLIAMS SLF-4-L98-835-HIA/TP-EM/10-(L70)-DIM-UNV LED 7000 lm 3500 K 120 V 56.0 W SURFACE LED SURFACE MOUNT FIXTURE, PROVIDE ALL REQUIRED MOUNTING ACCESSORIES.
C1 HE WILLIAMS 96-4-L62-835-HIAFR-(L50)-DIM-UNV LED 5000 lm 3500 K 120 V 35.0 W SURFACE LED SURFACE MOUNT FIXTURE, PROVIDE ALL REQUIRED MOUNTING ACCESSORIES.
C1E HE WILLIAMS 96-4-L62-835-HIAFR-(L50)-EM/10W-WET/1-DIM-UN V LED
5000 lm 3500 K
120 V
35.0 W SURFACE LED SURFACE MOUNT FIXTURE, PROVIDE ALL REQUIRED MOUNTING ACCESSORIES.
E1 COOPER LIGHTING GALN-SA4-C-840-U-TW4-HSS-ZD/ZW-SWPD5 LED
27832 lm 4000 K
120 V
213.0 W ROUND POLE @ + 15' - 0"
AFF
POLE LIGHT, PROVIDE ALL REQUIRED MOUNTING ACCESSORIES.
E2 COOPER LIGHTING GALN-SA4-C-840-U-SL2-HSS-ZD/ZW-SWPD5 LED
27761 lm 4000 K
120 V
213.0 W ROUND POLE @ + 15' - 0"
AFF
POLE LIGHT, PROVIDE ALL REQUIRED MOUNTING ACCESSORIES.
E3 COOPER LIGHTING GALN-SA4-C-840-U-5WQ-HSS-ZD/ZW-SWPD5 LED 29108 lm 4000 K 120 V 213.0 W ROUND POLE POLE LIGHT, PROVIDE ALL REQUIRED MOUNTING ACCESSORIES.
E4 Performance iN
Lighting
M20-M-15-T3-80-4K-UNV-LED
LED
1600 lm 4000 K
120 V
15.0 W WALL @ + 8' - 0" AFF PROVIDE WITH MINIMUM OF 90 MINUTE BATTERY BACKUP. PROVIDE ALL REQUIRED MOUNTING ACESSORIES.
E4E Performance iN
Lighting
M20-M-15-T3-80-4K-UNV-LED-EMPK
LED
1600 lm 4000 K
120 V
15.0 W WALL @ + 8' - 0" AFF PROVIDE WITH MINIMUM OF 90 MINUTE BATTERY BACKUP. PROVIDE ALL REQUIRED MOUNTING ACESSORIES.
W1 HE WILLIAMS SLF-4-L26-835-HIA/TP-(L26)-DIM-UNV
LED
2600 lm 3500 K
120 V
20.0 W WALL MTD. LED WALL SCONCE, PROVIDE WITH MOUNTING ACCESSORIES.INSTALL ABOVE MIRROR. COORDINATE MIRROR HEIGHT ON SITE.
W2 HE WILLIAMS SLF-2-L13-835-HIA/TP-DIM-UNV LED 2000 lm 3500 K 120 V 10.0 W WALL MTD. LED WALL FIXTURE, PWOVIDE ALL REQUIRED MOUNTING ACCESSORIES X1 HE WILLIAMS SEXIT/CA-WF-WHT-EM-SDT-D
LED
0 lm 0 K
120 V
5.0 W WALL MTD. EMERGENCY LED EXIT SIGN, PROVIDE WITH MINIMUM OF 90 MINUTE BATTERY BACKUP. PROVIDE ALL REQUIRED MOUNTING ACESSORIES.
X2 HE WILLIAMS SEXIT/CA-WF-WHT-EM-SDT-D
LED
0 lm 0 K
120 V
5.0 W CEILING SURFACE MTD. EMERGENCY LED EXIT SIGN, PROVIDE WITH MINIMUM OF 90 MINUTE BATTERY BACKUP. PROVIDE ALL REQUIRED MOUNTING ACESSORIES.
X3 EVENLITE LEX-20-1-G-W-VS LED 0 lm 0 K 0 V 0.0 W WALL MTD. PROVIDE SELF LUMINOUS EXIT SIGN. PROVIDE WITH MOUNTING ACCESSORIES.
Notes:
Spare 400 VA 100.00% 400 VA Total Est. Demand Current: 77 A Receptacle 5996 VA 100.00% 5996 VA Total Conn. Current: 74 A Other 18000 VA 100.00% 18000 VA Total Est. Demand: 31,887 VA Motor 4192 VA 108.35% 4542 VA Total Conn. Load: 30,921 VA Lighting 2468 VA 125.00% 3085 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend:
Total Amps: 82 A 92 A 83 A
Total Load: 9,837 VA 11,079 VA 10,008 VA
29 SPARE 20 A 10 0 1 20 A SPARE 30
27 SPARE 20 A 100 1 20 A SPARE 28
25 SPARE 20 A 1 00 1 20 A SPARE 26
23 ELECTRIC HAND DRYER RM 102 20 A 1 1,400 348 -- -- -- 24 21 ELECTRIC HAND DRYER RM 111 20 A 1 1,400 348 2 15 A ROOF EXHAUST FAN UEF-2 22 19 MDF RM 104 20 A 1 360 348 -- -- -- 20
17 -- -- -- 3,000 348 2 15 A ROOF EXHAUST FAN UEF-1 18
15 -- -- -- 3,000 3,000 -- -- -- 16
13 WATER HEATE RM 103 30 A 3 3,000 3,000 -- -- -- 14
11 RECEPTACLE, ROOF 20 A 1 360 3,000 3 30 A WATER HEATE ROOM 110 12 9 RECEPTACLE RM 106 20 A 1 540 1,200 1 20 A REFRIGERATOR RM 106 10 7 RECEPTACLE RM 101, 102, 104, 106 20 A 1 900 1,080 1 20 A RECEPTACLE RM 1058 5 RECEPTACLE RM 107, 108, 108, 112 20 A 1 1,080 534 1 20 A RECEPTACLE RM 1056 3 (E) EXTERIOR LIGHTING 20 A 1 400 1,278 1 20 A POLE LIHGTING4 1 INTERIOR LIGHTING 20 A 1 724 466 1 20 A INTERIOR LIGHTING2 CKT Load Name Trip Poles
A B C A B C
Poles Trip Load Name CKT
Notes:
Enclosure: Type 2 MCB Rating: 125 A
Mounting: Surface Wires:
4 Mains Rating: 125 A
Supply From: DP Phases:3 Mains Type: MCB
Location: FAMILY CHANGING 108 Volts: 240/120 A.I.C. Rating: 22 kAIC Branch Panel: P1
NO. REMARKS DATE I L E ST T A OF CA ER GIS PR RE TE D OFESS I R F 0 N I A IN REE NG ONAL E C E E C L TR I L A No. E 16762
EXP. 9-30-24
N
I MA R
S. E
I D A
Z
Not for Construction
For Council Approval
WOOD BLOCKING BETWEEN WALL
OR CEILING STUDS. PROVIDE ONE
AT EACH END OF LUMINAIRE. SEE
ARCHITECTURAL DRAWINGS
DETAIL FOR CEILING FRAMING AND
DETAIL FOR WALL FRAMING.
WOOD STUDS OR
JOISTS PER
ARCHITECTURAL
FINISHED WALL
#12 W/ 1-1/2" MINIMUM
PENETRATION. TYPICAL
OF 4 PER FIXTURE.
OUTLET BOX WITH DEVICE
RING TO SUIT LUMINAIRE,
DEPTH OF FINISHED WALL
LUMINAIRE PER PLAN
NOTES:
1. TRENCHING LOCATED IN PAVED AREAS - ALL EARTHWORK AND REPAIR SHALL BE IN ACCORDANCE WITH AGENCY THAT HAS JURISDICTION.
2. ALL PIPES AND TRENCHES MUST ALSO CONFORM WITH CBC 1809A.14
FINISHED GRADE
COMPACTED BASE FILL
& FINISH AS NEEDED
(95% COMPACTION MIN.)
CROSSING CONDUIT
(WHERE OCCURS)
SAND BEDDING
AND COVER
OTHER PIPE
OR CONDUIT
3'-0" MIN. TO
PARALLEL PIPE
OR CONDUIT
1'-0" MIN. TO
CROSSING
PIPE OR
CONDUIT
30" MIN.
4" MIN.
OD
4" MIN.
18" MIN. 4" OD 2" OD 4"
SEE NOTE 2
FOOTING
CEILING (WHERE OCCURS)
# 10x2" SMS SCREW W/ FLAT
WASHER INTO 2x STUD. PROVIDE
2x BLOCKING AS REQUIRED.
MIN. 4 PER FIXTURE.
SEE LIGHT FIXTURE SCHEDULE
FOR MOUNTING HEIGHTS
MIRROR (WHERE APPLICABLE)
2x FLAT METAL BLOCKING
2x METAL STUD
WOOD STUD.
SURFACE MOUNTED PANEL CABINET.
SHEET ROCK OR OTHER WALL SURFACE
MATERIAL (SEE ARCH. DRAWINGS).
WOOD STUDS FASTENED TO VERTICAL
STUDS AT EACH END WITH TWO 16D
NAILS AT EACH END.
5/16" x 2-1/2" LAG SCREWS (BY ELECTRICAL
CONTRACTOR).
12345
KEY NOTES:
TOP VIEW SHOWING STUD
AND RUNNER ARRANGEMENT
ONLY
2 EQ. SPACES
2" 2"
6'-6" TO A.F.F.
1. REGULAR PANELS 150#
MAX. ISOLATION PANELS 225#
MAX.
2. MOUNT TERMINAL CABINETS, J-BOXES, ETC., SIMILAR TO 30 CIRCUIT PANELBOARD.
3. REFER TO PANEL SCHEDULE
SHEET FOR SIZES OF PANELS.
4. CENTER OF GRAVITY OF
CABINET FROM TOP OF
FLOOR = +50".
NOTES:
31 3212345
1634
78 5
9 10
CURB
14 3'-0"
MIN.
15 14
2 17
6 1
2'-0"
MIN.
18 11
13 24" DIA.
CONCRETE BASE
12 POLE TYPE,
PER PLAN
PROVIDE 48" MINIMUM FOR LIGHT POLE UP TO 25 FEET, AND 60" MINIMUM FOR LIGHT POLE UP TO 35 FEET. COORDINATE CONCRETE BASE SIZE WITH STRUCTURAL ENGINEER.
UNDERGROUND PULL BOX REQUIRED ADJACENT TO POLE BASE. SET TOP OF PULLBOX FLUSH WITH FINISHED GRADE.
GASKETED HANDHOLE COVER WITH TWO STAINLESS STEEL TAMPER PROOF SCREWS.
CONNECT GROUND WIRE TO GROUNDING LUG OF POLE AT HANDHOLE.
FOUR ANCHOR BOLTS, SIZE PER MANUFACTURER'S STANDARDS.
PROVIDE PULL BOX ONLY WHERE SHOWN ON PLAN.
BASECOVER, SECURE TO POLE AND/OR BASE.
PROVIDE 1-1/2" MINIMUM GROUT AROUND THE BASE AFTER PLUMB. SLOPE TO GRADE FOR DRAINAGE.
PROVIDE CONCRETE BASE WITH 1/2" CHAMFER. CONCRETE FILL AND SACK FINISH ALL CONCRETE SURFACE IMPERFECTIONS, CAVITIES AND VOIDS ABOVE FINISHED GRADE.
PROVIDE (3) #3 REBAR TIES, REINFORCE STEEL HOOPS 2" ON CENTER WITHIN TOP 5" AREA.
CONDUIT PER PLAN.
PROVIDE (6) #4 REINFORCE STEEL RODS AND #3 REINFORCED STEEL HOOPS 9" ON CENTER. SIZE PER MANUFACTURER'S STANDARDS.
PROVIDE 3" CLEAR IF CAST AGAINST EARTH, TYPICAL.
FINISHED GRADE OF PAVING PER ARCHITECTURAL DRAWINGS.
UL LISTED GROUND CLAMP SUITABLE FOR CONCRETE ENCASEMENT OR DIRECT BURIAL.
INSTALL CLAMPS ON ALL ANCHOR BOLTS, TYPICAL.
SPLICE GROUND WIRE AND EXTEND TO GROUND CLAMP AT ANCHOR BOLT.
PROVIDE TRAFFIC BOLT-DOWN COVER.
LOCATE PULL BOX ADJACENT TO THE POLE CONCRETE BASE.
123456789
10 11
12 13
14 15
16 17
18 KEYNOTES
I L
E
ST
TA
OF
CA
ER GIS
PR
RE TE D
OF
E
S
S
I
R
F0
NIA IN REE NG
ONAL
E
C
E
EC L
T
R
I
L A
No. E 16762
EXP. 9-30-24
N
I MAR
S
.
EI DA
Z
1209 Pleasant Grove Blvd.
Roseville, CA 95678
p 916-771-0778
MEP & FS / Sustainability / CxA
www.lpengineers.com
T
R
H
I
A
C
TC
R MO I E E T
B
IC L
E
W
N
P
R IENSA
D
Ren. 9/30/23
No. C 30345 H CALIF
A
OR
I N
S
OF
T
TA
E
DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
1/5/2024 11:44:17 AMC:\Users\rnasiri\Documents\22-2233_Roseville Johnson Pool_r21_rnasiriUARVW.rvt E7.1
99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
ELECTRICAL DETAILS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
NTS
WALL-CLG MTD LT FIXT WOOD FRAMING
1 NTS
TYPICAL TRENCH DETAIL 2
NTS
WALL-CLG MTD LT FIXT WOOD FRAMING
3 SURFACE PANELBOARD/CABINET WOOD NTS
FRAMING MOUNTING DETAIL
4 NTS
LIGHT FIXTURE POLE BASE MOUNTING DETAIL 5
EXTERIOR WALL FIXTURE MOUNTING DETAIL NTS
AT EXISTING CONCRETE WALL
6 NO. REMARKS DATE I L E ST T A OF CA ER GIS PR RE TE D OFESS I R F 0 N I A IN REE NG ONAL E C E E C L TR I L A No. E 16762
EXP. 9-30-24
N
I MA R
S. E
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1209 Pleasant Grove Blvd.
Roseville, CA 95678
p 916-771-0778
MEP & FS / Sustainability / CxA
www.lpengineers.com
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DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
1/5/2024 11:44:19 AMC:\Users\rnasiri\Documents\22-2233_Roseville Johnson Pool_r21_rnasiriUARVW.rvt E8.1
99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
TITLE 24 COMPLIANCE
REPORTS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
NO. REMARKS DATE I L E ST T A OF CA ER GIS PR RE TE D OFESS I R F 0 N I A IN REE NG ONAL E C E E C L TR I L A No. E 16762
EXP. 9-30-24
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Not for Construction
For Council Approval
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NIA IN REE NG
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No. E 16762
EXP. 9-30-24
N
I MAR
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EI DA
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1209 Pleasant Grove Blvd.
Roseville, CA 95678
p 916-771-0778
MEP & FS / Sustainability / CxA
www.lpengineers.com
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TC
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Ren. 9/30/23
No. C 30345 H CALIF
A
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OF
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DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
DateGENERAL NOTES
1. This sheet is part of a set and is not to be used alone.
2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only.
Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
1/5/2024 11:44:20 AMC:\Users\rnasiri\Documents\22-2233_Roseville Johnson Pool_r21_rnasiriUARVW.rvt E8.2
99% PLANS
Author
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
TITLE 24 COMPLIANCE
REPORTS
23022
Checker
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
NO. REMARKS DATE I L E ST T A OF CA ER GIS PR RE TE D OFESS I R F 0 N I A IN REE NG ONAL E C E E C L TR I L A No. E 16762
EXP. 9-30-24
N
I MA R
S. E
I D A
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Not for Construction
For Council Approval
4" 101 60" 8" 8"
3" 61 48" 5" 6"
2" 8" 36" 4" 5"
1" 4" 15"... 3" 2"
WIDTH LENGTH DEPTH WIDTH INCREASE PER ADDITIONAL CONDUIT PULLBOX SIZING PER ANSI/TIA 569-D
4" 444 231 208 187 170 155 142 130 120 111 103 95 89 83 78 73 68 64 61 54 49 3 1/2" 347 181 162 146 133 121 111 102 94 86 80 74 69 65 61 57 53 50 47 42 38 3" 266 139 124 112 102 93 85 78 72 66 61 57 53 50 46 43 41 38 36 32 29 2 1/2" 176 92 82 74 67 61 56 51 47 44 40 38 35 33 31 29 27 25 24 21 19 2" 101 52 47 42 38 35 32 29 27 25 23 21 20 18 17 16 15 14 13 12 11 1 1/2" 61 32 28 25 23 21 19 18 16 15 14 13 12 11 10 10 9 8 8 7 61 1/4" 45 23 21 19 17 15 14 13 12 11 10 9 9 8 7 7 6 6 6 5 5 1" 26 13 12 11 9 9 8 7 7 6 6 5 5 4 4 4 4 3 3 3 2
3/4" 16 8 7 6 6 5 5 4 4 4 3 3 3 3 2 2 2 2 2 1 1
Conduit
Size .13 .18 .19 .20 .21 .22 .23 .24 .25 .26 .27 .28 .29 .30 .31 .32 .33 .34 .35 .37 .39 FILL RATIO TABLE 1A - Conduit
24x6 4341 2264 2032 1834 1663 1516 1387 1273 1174 1085 1006 935 872 815 763 716 673 634 598 535 482 18x6 3256 1698 1524 1375 1247 1137 1040 955 880 814 754 701 654 611 572 537 505 476 449 401 36112x6 2170 1132 1016 917 831 758 693 636 587 542 503 467 436 407 381 358 336 317 299 267 241 6x6 1085 566 508 458 415 379 346 318 293 271 251 233 218 203 190 179 168 158 149 133 120 24x4 2894 1509 1355 1222 1109 1010 924 849 782 732 671 623 581 543 509 477 449 423 399 357 321 18x4 2170 1132 1016 917 831 758 693 636 587 542 503 467 436 407 381 358 336 317 299 267 24112x4 1447 754 677 661 554 505 462 424 391 361 335 311 290 271 254 238 224 211 199 178 160 6x4 723 377 338 305 277 252 231 212 195 180 167 155 145 135 127 119 112 105 99 89 80 4x4 482 251 225 203 184 168 154 141 130 120 111 103 96 90 84 79 74 70 66 59 53 Tray Size
(WxD) .13 .18 .19 .20 .21 .22 .23 .24 .25 .26 .27 .28 .29 .30 .31 .32 .33 .34 .35 .37 .39 FILL RATIO TABLE 2A - Cable Tray / Wire Basket / Raceway per NEC 2022 Article 725 Power Lines enclosed in Metal GroundedPathways in proximity to Grounded Metallic... <1" (In.) 3" (In.) 6" (In.) Unshielded Power Lines in Proximity to
Grounded Metallic Pathways 2.5" (In.) 6" (In.) 12" (In.) Unshielded Power Lines in Proximity to open
PVC Pathways 5" (In.) 12" (In.) 24" (In.)
CONDITION <2KVA 2-5 KVA >5KVA
PATHWAY SEPARATION FROM SOURCE OF ELECTROMAGNETIC ENEGRY:
TECHNOLOGY GENERAL NOTES:
TECHNOLOGY CABLING NOTES:
TECHNOLOGY PATHWAY NOTES:
1. ALL STRUCTURED CABLING SYSTEM (SCS) & LOW VOLTAGE (LV) CABLING USED THROUGHOUT THIS PROJECT SHALL COMPLY WITH THE REQUIREMENTS AS OUTLINED INTHE STANDARDS, CODES AND LOCAL REGULATIONS FOR THE FOLLOWING:
ANSI/TIA-568-C, ANSI/TIA-569-D, ANSI/TIA-606-B, ANSI/TIA-607-B, BICSI TDMM (CURRENT VERSION), CEC ARTICLE 90, ARTICLE 300, CEC ARTICLE 645, CEC ARTICLE 646, CEC ARTICLE 725, CEC ARTICLE 760, CEC ARTICLE 770, CEC ARTICLE 800, CEC ARTICLE 830.
THE SCS & TECHNOLOGY SYSTEM(S) MUST MEET ALL LOCAL AND OTHER PREVAILING CODES.
2. ALL SCS & LV CABLING SHALL BEAR UL LISTED TYPE CMP (PLENUM RATED) AND/OR CM/G (GENERAL PURPOSE) AND/OR CMR (RISER RATED). ALL FIBER OPTIC CABLING SHALL BEAR OFNP (PLENUM RATED) AND/OR OFNR (RISER RATED) AND/OR OFN/G (GENERALPURPOSE). THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING APPROPRIATELY RATED CABLE FOR THE ENVIRONMENT IN WHICH IT IS INSTALLED.
3. ALL INSTALLATION SHALL BE DONE IN CONFORMANCE WITH ANSI/TIA-568-C STANDARDS AND MANUFACTURERS INSTALLATION GUIDELINES. THE CONTRACTOR SHALL ENSURE
THAT THE CABLE'S MINIMUM BEND RADIUS AND, MAXIMUM PULLING TENSIONS OF THE SPECIFIED DISTRIBUTION CABLES ARE NOT EXCEEDED. THE CABLE BENDS MUST MAINTAIN THE PROPER RADIUS DURING THE PLACEMENT OF THE FACILITIES. FAILURE TO
FOLLOW THE APPROPRIATE GUIDELINES WILL REQUIRE THE CONTRACTOR TO PROVIDE,IN A TIMELY FASHION, ANY ADDITIONAL MATERIAL AND LABOR NECESSARY TO PROPERLYRECTIFY THE SITUATION TO THE SATISFACTION AND WRITTEN APPROVAL OF THE OWNERS REPRESENTATIVE. THIS SHALL ALSO APPLY TO ANY AND ALL DAMAGESSUSTAINED TO THE CABLES BY THE CONTRACTOR DURING THE IMPLEMENTATION.
4. ALL SCS AND/OR LV INSTALLATIONS SHALL BE PERFORMED BY QUALIFIED TECHNICIANS FOR THAT SYSTEM. THE LABOR EMPLOYED BY THE CONTRACTOR SHALL BE REGULARLYEMPLOYED IN THE INSTALLATION AND REPAIR OF SCS AND/OR LV SYSTEMS AND SHALL
BE ACCEPTABLE TO THE OWNERS REPRESENTATIVE TO ENGAGE IN THE INSTALLATION AND SERVICE OF THIS SYSTEM.
5. THE MDF AND IDF SPACES ARE DESCRIBED BELOW, AND ENCOMPASS THE AREAS THE COMMUNICATIONS CABLING EXISTS IN. THESE AREAS INCLUDE (BUT NOT LIMITED TO)
THE BACKBOARDS, CABINETS, RACKS, FRAMES, LADDER RACKS, TERMINATION FIELDS, AND PATCH CORDS. (WALL AND RACK TYPES FOR COPPER AND FIBER). THE SCS
CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE STANDARDS, CODES AND LOCAL REGULATIONS FOR THESE SPACES, (E.G. ANSI/TIA-568-C, ANSI/TIA-569-D, ANSI/TIA-606-B, ANSI/TIA-607-B , BICSI TDMM (CURRENT VERSION), CEC ARTICLE 90, ARTICLE 300, CECARTICLE 645, CEC ARTICLE 646, CEC ARTICLE 725, CEC ARTICLE 770, CEC ARTICLE 800, CEC ARTICLE 830.
6. THE WIRING OF THE SYSTEM SHALL BE EXECUTED IN ACCORDANCE WITH THE DRAWINGS AND THE EQUIPMENT MANUFACTURER'S WIRING DIAGRAMS. SHOULD ANY VARIATIONS IN
THESE REQUIREMENTS OCCUR, THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE BEFORE MAKING ANY CHANGES. IT SHALL BE THE RESPONSIBILITY OF
THE MANUFACTURER - AUTHORIZED INSTALLER OF THE APPROVED EQUIPMENT TO
INSTALL THE EQUIPMENT AND GUARANTEE THE SYSTEM TO OPERATE AS PER PLANS AND SPECIFICATIONS.
7. ALL MATERIALS SHALL BE NEW. NO USED OR RE-MANUFACTURED PARTS OR COMPONENTS SHALL BE ACCEPTED.
8. CABLE STORAGE: THE CONTRACTOR SHALL NOT ROLL OR STORE CABLE REELS WITHOUT
AN APPROPRIATE UNDERLAY AND THE PRIOR WRITTEN APPROVAL OF OWNERS REPRESENTATIVE.
9. SPECIAL EQUIPMENT AND TOOLS: IN ORDER TO ENSURE THE LEAST AMOUNT OF CABLE
UNTWISTING, IT IS REQUIRED THAT ALL CABLES SHALL BE STRIPPED USING A CABLE MANUFACTURER'S RECOGNIZED SPECIAL TOOL. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO FURNISH ANY SPECIAL INSTALLATION EQUIPMENT OR TOOLS NECESSARY TO PROPERLY COMPLETE THE SYSTEM. THIS MAY INCLUDE, BUT IS NOTLIMITED TO, TOOLS FOR TERMINATING CABLES, TESTING AND SPLICING EQUIPMENT FOR COPPER/FIBER CABLES, COMMUNICATION DEVICES, JACK STANDS FOR CABLE REELS, ORCABLE WINCHES.
10. UNDER NO CIRCUMSTANCE ARE "CHANNEL LOCKS" OR OTHER PLIERS NOT DESIGNED BY THE SCS MANUFACTURE TO BE USED TO TERMINATE WAO JACKS.
1. PATHWAYS CAN BE DIVIDED UP INTO TWO SEPARATE CATEGORIES, OUTSIDE PLANT (OSP) AND INSIDE PLANT (ISP). IT IS THE SCS AND/OR LV SYSTEM(S) CONTRACTOR'S RESPONSIBILITY TO
IDENTIFY ALL EXISTING PATHWAYS (CONDUIT, CABLE TRAY, ETC) THAT WILL BE UTILIZED ON THE PROJECT, AND COORDINATE WITH THE ON-SITE ELECTRICAL OR GENERAL CONTRACTOR TO PROVE ALL PATHS SUBJECT TO BE USED ON THIS PROJECT, BEFORE INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION ALL UNDERGROUND (OSP) PATHWAYS, NON-ACCESSIBLE AND OPEN CEILING SPACE PATHWAYS AS DESCRIBED IN SECTION F, CONTRACTOR GUIDELINES OF THESE TECHNOLOGY GENERAL NOTES.
2. ALL PULL-BOXES SHALL BE SIZED AND INSTALLED PER ANSI/TIA-569-D. PULL-BOXES FOR IN/UNDER SLAB CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULL-BOXES FOR OVERHEAD CONDUIT RUNS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE ACCESSIBLE CEILING SPACE AND SUPPORTED INDEPENDENTLY FROM THE STRUCTURE AND CONDUITSUPPORTS. PULL-BOXES FOR ROOF MOUNTED OR EXTERIOR ABOVE GRADE APPLICATIONS SHALL BE NEMA 3R RATED. PULL-BOXES SHALL BE SIZED ACCORDING TO THE FOLLOWING: FOR FILL RATIO BASED CONDUIT SIZING REFER TO THE FILL RATIO TABLE 1A - 2B BELOW AND REFERENCE TO ANSI/TIA-569-D.
3. FOR ALL FIRESTOPPING OF SCS AND LV SYSTEMS PATHWAY RESPONSIBILITIES REFERENCE SECTION G, PENETRATION OF WALLS, FLOOR AND CEILINGS OF THESE TECHNOLOGY GENERAL NOTES.
4. FOR ALL OTHER SCS AND/OR LV SYSTEMS PATHWAY RESPONSIBILITIES REFERENCE SECTION F, CONTRACTOR GUIDELINES OF THESE TECHNOLOGY GENERAL NOTES.
5. OUTSIDE PLANT (OSP) PATHWAYS CAN BE BROKEN DOWN INTO THE FOLLOWING ITEMS, MAINTENANCE HOLES, HAND HOLES, PULLBOXES, AND CONDUITS.a. WHILE ENTERING MAINTENANCE HOLES, HAND HOLES, PULLBOXES, FOLLOW ALL CODES AND SAFETY PRACTICES OF A "CONFINED SPACE". UTILIZE NECESSARY EQUIPMENT TO MAINTAIN ALL SAFE PULLING TENSIONS FOR THE CABLES TO BE INSTALLED. THIS INFORMATION CAN BE FOUND ON THE CABLE MANUFACTURER'S SPECIFICATIONS SHEETS. b. BEFORE EXITING THE MAINTENANCE HOLE, HAND HOLE, PULLBOX, NOTE ON PAPER OR DIGITAL MEANS THE EXISTING AND NEW CABLE(S) LOCATION(S) AND ROUTE(S), AND PROVIDE A "BUTTERFLY" PRINT TO AHJ AND OWNER'S REPRESENTATIVE. LABEL THE INSTALLED MEDIA PER SPECIFICATIONS. c. WITH DIRECTION OF OWNER OR OWNER'S REPRESENTATIVE, CHOOSE AND PROVE ALL CONDUITS BEFORE THE INSTALLATION OF THE MEDIA. MEASURE ALL PATHWAYS WITH MULE-TAPE PRIOR TO ORDERING MATERIAL. ALL LABOR AND MATERIAL COSTS ASSOCIATED WITH DISCREPANCIES BETWEEN DRAWINGS AND VERIFIABLE SITE CONDITIONS SHALL BE BORNE BY CONTRACTOR.
COORDINATE WITH THE ELECTRICAL OR GENERAL CONTRACTOR (EC OR GC), IF CONDUITS ARE PLUGGED OR MISSING PULL ROPE. d. TRAIL ALL BACKBONE MEDIA (I.E. COPPER, FIBER OR INNERDUCT) WITH A 3/8" YELLOW POLY-NYLON ROPE, LABEL THE ROPE, AND TIE OFF EITHER END, FOR FUTURE INSTALLATIONS.e. PROVIDE AND INSTALL ALL HARDWARE NECESSARY TO SUPPORT THE CABLING TO THE WALLS OF THE MAINTENANCE HOLE, HAND HOLES, PULLBOX. (IF IT DOES NOT ALREADY EXIST) THIS HARDWARE IS TO BE CONSTRUCTED FOR THE AREA IT IS TO BE INSTALLED AND DESIGNED FOR THE PURPOSE INTENDED FOR ITS USE. f. SCS AND/OR LV CONTRACTOR TO PROVIDE EXPANSION PLUGS IN ALL DUCTS/CONDUITS ENTERING THE BUILDING. SEAL ALL UNUSED DUCTS/CONDUITS WITH PLUGS THAT ALLOW THE PULL-STRING TO BE TIED OFF ON THE INSIDE.
6. INSIDE PLANT (ISP) PATHWAYS CAN BE BROKEN DOWN INTO THE FOLLOWING ITEMS, HOLLOW WALL PENETRATION, MEMBRANE PENETRATION, ACCESSIBLE CEILING (I.E. "J" HOOKS), AND CONDUIT. 7. CABLE RACEWAYS AND CONDUITS SHALL NOT BE FILLED GREATER THAN THE CEC, ARTICLE 725 AND BICSI RECOMMENDED FILL FOR THE PARTICULAR RACEWAY OR CONDUIT SIZE FOR CLASS 2/3 WIRE/CABLE.
a. CONDUIT AND PATHWAY ROUTING SHOWN FOR THE SCS AND LV SYSTEMS ARE STRICTLY DIAGRAMMATICAL FOR THE PURPOSE OF THE BID TO ILLUSTRATE GENERAL METHODOLOGY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE BEST MEANS & METHODS FOR SCS & TECHNOLOGY CONDUIT AND PATHWAY INSTALLATION. ADDITIONALLY IT IS THERESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE INSTALLATION PLAN WITH THE OWNERS REPRESENTATIVE AND ALL TRADES PRIOR TO INSTALLATION. REFER TO PLANS AND GENERAL ELECTRICAL SPECIFICATION FOR ADDITIONAL REQUIREMENTS. b. CONDUIT PATHWAYS SHALL BE SUPPLIED BY THE ELECTRICAL OR GENERAL CONTRACTOR AS PER THE DRAWINGS, OTHER CONDUITS (IF ANY) MAY NEED TO BE COORDINATED WITH THE EC AND/OR GC OF THE PROJECT.
c. NO CABLE IS TO BE PULLED THROUGH A CONDUIT L-BEND "LB" (CONDULETS).d. ALL EXPOSED CONDUIT AND HARDWARE SHALL BE PAINTED TO MATCH SURROUNDING SURFACES. CONTRACT DISTRICT REPRESENTATIVE FOR PAINT COLORS.e. CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 200 LBS. WITH A MINIMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END. f. TERMINATE CONDUIT STUBS AND SLEEVES THAT PROTRUDE THROUGH STRUCTURAL FLOORS 2"-3" ABOVE THE FLOOR SURFACE. g. INSTALL BUSHINGS AND BELL ENDS AS REQUIRED ON ALL CONDUITS. h. FLEX CONDUIT IS UNACCEPTABLE FOR USE AS A COMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND/OR IF APPROVED IN WRITING BY THE ENGINEER.i. ALL UNDER SLAB OR IN-SLAB CONDUITS SHALL BE INSTALLED IN A MANNER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROUND WATER, RAIN WATER OR CONSTRUCTION WATER IS PREVENTED FROM ENTERING AND/OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF COMMUNICATIONS CABLES. SEE ELECTRICAL SPECIFICATIONS, DETAILS AND PLANS FOR ADDITIONAL CONDUIT SEALING REQUIREMENTS. j. PROVIDE LABELING OF EACH CONDUIT PER GENERAL ELECTRICAL SPECIFICATIONS. k. REINSTALL PULL-STRINGS IN ALL SCS AND LV ISP PATHWAYS AFTER USE TO FACILITATE FUTURE ADDITION OF CABLES.l. IT IS THE SCS AND/OR LV CONTRACTOR'S RESPONSIBILITY TO REPORT ANY UNUSABLE OR INADEQUATE CONDUIT RUNS TO THE OWNER PRIOR TO PULLING ANY CABLE.m. PULL BOXES ARE NOT TO BE USED IN LIEU OF A BEND, AND THE CONDUIT SHALL EXIT A PULLBOX ON THE WALL OPPOSITE THE WALL ENTERED.n. CONDUITS SHALL; • CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 30M (98 FT.) • CONTAIN NO MORE THAN (2) 90° BENDS OR (1) REVERSE BEND WITHOUT INSTALLING A PULLBOX SIZED PER STANDARDS & CODE. • SPLIT CONDUITS IN PLACE OF PULLBOXES ARE UNACCEPTABLE. o. CONDUIT BEND RADIUS SHALL BE;
• A MINIMUM OF 6 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS 2" IN DIAMETER OR LESS.• A MINIMUM OF10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE THAN 2" IN DIAMETER. p. POWER SEPARATION:
• THE CONTRACTOR SHALL NOT PLACE ANY DISTRIBUTION CABLING ALONGSIDE POWER LINES, OR SHARE THE SAME CONDUIT, CHANNEL OR SLEEVE WITH ELECTRICAL APPARATUS. AT NO POINT SHALL THE COMMUNICATIONS CABLES BE TIED TO POWER CABLES OR OTHER BUILDING SERVICES. STATION CABLES AND TIE CABLES INSTALLED WITHIN CEILING SPACES SHALL BE ROUTED THROUGH THESE SPACES AT RIGHT ANGLES TO ELECTRICAL POWER CIRCUITS. • AVOID ELECTROMAGNETIC INTERFERENCE (EMI) BY MAINTAINING ADEQUATE PHYSICAL SEPARATION BETWEEN TECHNOLOGY CABLING AND POSSIBLE SOURCES SUCH AS, BUT NOT LIMITED TO, ELECTRIC MOTORS, ELECTRIC PENCIL SHARPENERS, TRANSFORMERS, FLUORESCENT LIGHTS THAT SHARE DISTRIBUTION SPACE WITH TELECOMMUNICATIONS CABLING, COPIERS THAT SHARE WORK AREA SPACE WITH LINE CORDS AND TERMINALS, LARGE FAX MACHINES AND POWER CORDS THAT SUPPORTS SUCH EQUIPMENT.
Conduit
Size
TECHNOLOGY GROUNDING SYSTEM NOTES:
TECHNOLOGY TERMINAL BACKBOARD NOTES:
CONTRACTOR(S) GUIDELINES:
1. WHERE INDICATED ON DRAWINGS, CONTRACTOR TO PROVIDE NEW PLYWOOD TERMINAL BACKBOARDS. USE DOUGLAS FIR PLYWOOD, INTERIOR A/C GRADE, FINISHED ONE SIDE
AND PRIME COAT PAINTED ON ALL SURFACES WITH A FINISH COAT OF FIRE RETARDANT WHITE ENAMEL. ON EACH PLYWOOD SHEET LEAVE ONE (1) FIRE MARSHAL STAMP UNPAINTED FOR INSPECTION. UNLESS OTHERWISE INDICATED, USE 8'-0" HIGH X LENGTH AS SHOWN ON DRAWINGS X 3/4" THICK PLYWOOD. REFERENCE BACKBOARD ELEVATIONS FOR MORE INFORMATION.
1. THE CONTRACTOR SHALL PROVIDE A TELECOMMUNICATION GROUNDING BUSSBAR (TGB) AND TELECOMMUNICATION BONDING BACKBONE (TBB) CABLE(S) AT EACH MDF ROOMAND IDF LOCATION. TERMINATE THE TBB ON GROUND BARS LOCATED AT EACH MDF
ROOM AND IDF CABINET FROM BUILDING STEAL OR MAIN ELECTRICAL GROUND, OR AS OTHERWISE INDICATED ON THE DRAWINGS.
2. THE SCS CONTRACTOR SHALL UTILIZE A TELECOMMUNICATIONS BONDING BACKBONE (TBB) AS INDICATED IN THE DRAWINGS. GROUNDING MUST BE IN ACCORDANCE WITH THE CEC, ANSI/TIA-607-B AND ALL LOCAL CODES AND PRACTICES.
3. THE SCS CONTRACTOR SHALL BE RESPONSIBLE FOR BONDING ALL METALLIC SHEATH COMMUNICATIONS CABLES ENTERING THE BUILDING PER MANUFACTURERSPECIFICATIONS AND CEC 770-33, 800-33 AND 800-40. ALL GROUNDS SHALL CONSIST OF # 6-AWG COPPER WIRE AND SHALL BE SUPPLIED FROM AN APPROVED BUILDING GROUND AND BONDED TO THE MAIN ELECTRICAL GROUND. ALL CABLE SHEATHS AND SPLICE CASES SHALL BE GROUNDED TO A TELECOMMUNICATIONS GROUND BUS.
4. THE SCS CONTRACTOR SHALL PROVIDE GROUNDING AND BONDING FROM ALL
HORIZONTAL EQUIPMENT INCLUDING DISTRIBUTION AND CROSS CONNECT FRAMES,PATCH PANELS, CABLE TRAYS, EQUIPMENT RACKS, LADDER TRAYS, CONDUITS, ACTIVE TELECOMMUNICATION EQUIPMENT, SLEEVES, TEST APPARATUS. EQUIPMENT SHALL BE BONDED TO THE TBB GROUND BARS UTILIZING A #6-AWG GREEN CONDUCTOR WITH 2-HOLE LONG BARREL COMPRESSION GROUNDING LUGS.
a. EACH EQUIPMENT CABINET AND RACK REQUIRES ITS OWN DEDICATED RACK GROUNDING BUSBAR (RGB) WITH A BONDING CONNECTION TO THE GROUNDING INFRASTRUCTURE.
THE GROUNDING INFRASTRUCTURE CONSIST OF A TB, BY PROVIDING EVERY RACK/CABINET WITH ITS OWN DEDICATED #6 WAG (MIN.) GREEN CONDUCTORS BACK TO THE TOMB/TB. ALL GROUND CONDUCTOR ATTACHMENTS SHALL UTILIZE 2-HOLE LONG BARREL COMPRESSION LUGS.
b. HORIZONTAL CABLES SHALL BE GROUNDED IN COMPLIANCE WITH ANSI/TIA-607-C, FP 70 (EEC) AND LOCAL REQUIREMENTS AND PRACTICES.
c. IN RAISED-FLOOR ENVIRONMENTS, THE GROUND CONDUCTOR SHALL ATTACH TO THE LOWEST HOLES ON THE FRONT RAIL OF EACH RACK/CABINET.
d. RACK MOUNTED EQUIPMENT SHALL BE GROUNDED VIA THE CHASSIS, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
e. BONDING OF LADDER RACK SECTIONS: ATTACH BONDING STRAPS TO EACH LADDER RACK SECTION BY UTILIZING EITHER TWO (2) TRI-LOBULAR THREAD-FORMING SCREWS (NOT SELF-TAPPING OR SHEET METAL SCREWS) OR BY USING TWO (2) STANDARD BOLTS WITH TWO (2) "TYPE B" INTERNAL / EXTERNAL TOOTH LOCK WASHERS PER BOLT. IF
THREAD-FORMING SCREWS ARE NOT USED, REMOVE PAINT AT EACH CONNECTION POINT AND USE AN APPROVED ANTI-OXIDANT PRIOR TO ATTACHING THE BONDING STRAP.
1. THE USE OF LUBRICANTS SUCH AS CLEAR GLIDE, TO FACILITATE THE INSTALLATION OF
CABLES IN CONDUITS IS ENCOURAGED FOR FRICTION REDUCTION AND TO MAINTAIN THE REQUIRED PULL TENSION. YELLOW 77 AND POLYWATER "F" IS PERMISSIBLE FOR USE AS A LUBRICANT FOR ISP TECHNOLOGY CABLING. THE USE OF OSP, LOW TEMPERATURE CABLE LUBRICANTS SHALL NOT BE ACCEPTABLE IN AN INDOOR PLENUM ENVIRONMENT.
UNDER NO CIRCUMSTANCES SHALL CABLE PULLING LUBRICANT BE ALLOWED TO
ACCUMULATE ON WALLS, FLOORS, BACKBOARDS, OR OTHER SURFACES OUTSIDE THE CONDUIT.
2. ANY CABLE DAMAGED OR EXCEEDING RECOMMENDED INSTALLATION PARAMETERS
DURING INSTALLATION SHALL BE REPLACED BY THE CONTRACTOR BEFORE FINAL ACCEPTANCE AT NO COST TO THE OWNER.
3. EACH RUN OF CABLE BETWEEN THE TERMINATION BLOCK OR PATCH PANEL AND THE STATION CONNECTOR SHALL BE CONTINUOUS WITHOUT ANY JOINTS OR SPLICES.
4. ALL STATION CABLE SHALL BE PLACED IN THE INTERIOR OF WALLS UNLESS OTHERWISE NOTED OR OBSTRUCTED.
5. PROVIDE BUSHINGS, GROMMETS AND STRAIN-RELIEF FOR CABLES TERMINATING AT
WALL-MOUNTED OUTLETS AND PATCH PANELS TO ENSURE DURABLE AND ROBUST CONNECTIONS. THE BUSHINGS AND GROMMETS ARE INTENDED TO PROTECT THECABLES FROM ANY SHARP EDGES THAT PRESENT A RISK TO THE CABLES. ENSURE THAT ALL SHARP EDGES ARE COVERED TO PROTECT THE CABLES FROM DAMAGE.
6. ALL CABLE BUNDLES EXITING FLOOR OR WALL PENETRATIONS AND RUNNING INTO
FURNITURE OR CASEWORK SHALL BE WRAPPED IN SPIRAL WRAP OR SPLIT-LOOM TUBING TO PROTECT THE CABLING AND PROVIDE A NEAT INSTALLATION.
7. ALL CABLE OR INNERDUCT SHALL RUN PARALLEL OR AT RIGHT ANGLES TO BUILDING WALL STRUCTURES.
8. IN SUSPENDED CEILING AND RAISED FLOOR AREAS WHERE DUCT, CABLE TRAYS OR CONDUIT ARE NOT AVAILABLE, CABLE BUNDLES SHALL BE SUPPORTED VIA "J" HOOKS ATTACHED TO THE BUILDING STRUCTURE AND FRAMEWORK AT A MAXIMUM OF FIVE (5) FOOT INTERVALS. MINIMUM 1 ” WIDE J-HOOKS SHALL BE APPROPRIATELY SIZED TO ALLOW A MINIMUM OF 60% SPARE CAPACITY FOR FUTURE CABLE INSTALLATION. THE
CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID FOR ANY ADDITIONALSUPPORTS/SEISMIC BRACING REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION.
9. THE CONTRACTOR SHALL BUNDLE, IN BUNDLES OF 48 OR LESS, STATION OR OTHER CABLING WITH 3/4" HOOK AND LOOP "VELCRO" STRIPS TIGHT ENOUGH TO HOLD THE
BUNDLE TOGETHER IN A CYLINDRICAL SHAPE, BUT NOT SO TIGHT AS TO DEFORM THE CABLE GEOMETRY. IT SHALL BE POSSIBLE TO COMPLETELY ROTATE ALL HOOK AND LOOP TIES AROUND ALL CABLE BUNDLES. PLENUM RATED HOOK AND LOOP TIES WILL BEUSED IN ALL PLENUM AREAS.
10. CABLES OR J-HOOKS SHALL NOT BE ATTACHED TO LIFT OUT CEILING GRID SUPPORTS OR LAID DIRECTLY ON THE CEILING GRID.
11. CABLES OR J-HOOKS SHALL NOT BE ATTACHED TO OR SUPPORTED BY FIRE SPRINKLER
HEADS OR DELIVERY SYSTEMS OR ANY ENVIRONMENTAL SENSOR LOCATED IN THE CEILING AIR SPACE.
12. WHERE ADDITIONAL CONDUIT(S)/SLEEVE(S) ARE REQUIRED, BUT NOT PROVIDED BY THE CONTRACTOR, THE SCS AND/OR LV CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDESUCH CONDUIT(S)/SLEEVE(S). CONDUIT(S) AND SLEEVE(S) SHALL BE OF SUITABLE
MATERIAL, SIZED, INSTALLED, FIRE-STOPPED, AND GROUNDED AS REQUIRED BY THE CEC, ANSI/TIA-569-D STANDARD AND ALL OTHER APPLICABLE CODES ANDSTANDARDS. SLEEVES SHALL CONSIST OF METALLIC CONDUIT DE-BURRED AND
GROMMETTED ON BOTH ENDS WITH FLANGES OR OTHER MEANS TO PREVENT THE SLEEVE FROM SLIPPING OR FALLING OUT OF THE PARTITION. SLEEVES SHALL EXTEND A MINIMUM OF 6" ON BOTH SIDES OF THE PARTITION. OUTSIDE PERIMETER OF SLEEVES
SHALL BE SEALED AGAINST SOUND, AIR, WATER, HEAT, OR AS REQUIRED BY PARTITION DESIGN. INSIDE OF SLEEVE SHALL BE SEALED SIMILARLY AFTER INSTALLATION OF ALL CABLING. CABLES SHALL BE INDEPENDENTLY SUPPORTED ON EITHER SIDE OF THESLEEVE. SLEEVES SHALL NOT BE USED AS CABLE SUPPORTS. ANY CONDUIT(S) ANDSLEEVE(S) ADDED BY THE SCS CONTRACTOR SHALL BE APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO ROUGH-IN.
13. IN THE EVENT CONTRACTOR IS REQUIRED TO REMOVE CEILING TILES, SUCH WORK SHALL NOT BREAK OR DISTURB GRID. REMOVAL OF THE CEILING GRID MUST BECOORDINATED WITH THE OWNERS REPRESENTATIVE. ALL INSULATION SHALL BE REPLACED IN ITS ORIGINAL LOCATION.
14. THE NUMBER OF CABLES IN EACH CONDUIT SHALL BE CONTROLLED TO ALLOW FOR
FUTURE CABLE INSTALLATION AND TO STAY WITHIN THE MANUFACTURER'S MAXIMUM ALLOWABLE CABLE PULLING TENSION. CONDUIT FILL RATIOS SHALL NOT EXCEED THE CURRENT REQUIREMENTS OF THE CEC, ANSI/TIA-569-D, REFERENCE SECTION B.2, TABLES 1 AND 2 OF THIS DOCUMENT FOR ADDITIONAL REQUIREMENTS.
15. CONDUITS:
• ALL BACKBONE CABLING WILL RUN THROUGH DEDICATED CONDUITS.• ALL NEW CONDUITS WILL BE SUPPLIED WITH A PULL STRING BY THE CONTRACTOR.• EXISTING CONDUITS SHALL BE PROVEN TO BE CLEAR BY THE SCS AND/OR LV CONTRACTOR PRIOR TO PULLING OF CABLES.
• SCS AND/OR LV CONTRACTOR SHALL SUPPLY PULL STRING AND PULL ROPE FOR THE INSTALLATION OF ALL CABLES IN EXISTING CONDUITS.
• FOR ALL CONDUITS LEFT WITH AVAILABLE CAPACITY, SCS AND/OR LV CONTRACTOR SHALL REPLACE PULL STRINGS DURING THE COURSE OF HIS WORK. • SCS AND/OR LV CONTRACTOR MUST SEAL ALL CONDUITS WITH AN APPROVED SEALING COMPOUND.
TECHNOLOGY PENETRATION NOTES:
1. UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL MAKE NO
PENETRATION OF FLOORS, WALLS OR CEILING WITHOUT THE PRIOR WRITTEN APPROVAL OF THE OWNERS REPRESENTATIVE.
2. WALL PENETRATIONS:
a. THE SCS AND/OR LV CONTRACTOR SHALL PROVIDE FIRE STOPPING FOR ALL
COMMUNICATIONS RATED (AND IN SOME CASES NON-RATED, THAT WILL BE DESCRIBED BELOW THIS SECTION) PATHWAYS AND SPACES. THESE FIRE STOPPING DEVICES SHALL CONFORM TO (BUT NOT LIMITED TO) UL 1479, ASTM E814, BICSI TDMM, FIRE STOPPING ANSI/TIA-568-C, STANDARD FOR INSTALLING COMMERCIAL BUILDING TELECOMMUNICATIONS CABLING, SECTION 5, CLAUSE 5.1 THROUGH 5.2.3, MANUFACTURES GUIDELINES OR OTHER PREVAILING CODE AND MUST BE AN APPROVEDUL LISTED SYSTEM. b. CABLE TRAY FIRE-STOPPING SHALL UTILIZE THE MULTI GANG FIRE-STOPPING SYSTEM
THAT WILL BE ABLE TO STACK THE UNITS HORIZONTALLY AND/OR VERTICALLY IF REQUIRED DUE TO CURRENT AND/OR FUTURE CABLING DESIGNS.
c. THE CONTRACTOR SHALL INSTALL PENETRATION FIRE-STOP SEAL MATERIALS IN ACCORDANCE WITH DESIGN REQUIREMENTS, AND MANUFACTURER'S INSTRUCTIONS. d. THE CONTRACTOR'S INSTALLER SHALL BE CERTIFIED, LICENSED OR OTHERWISE
QUALIFIED BY THE FIRE-STOPPING MANUFACTURER AS HAVING BEEN PROVIDED THE NECESSARY TRAINING TO INSTALL MANUFACTURER'S PRODUCTS PER SPECIFIEDREQUIREMENTS. e. ALL THROUGH-PENETRATION SHALL BE A MANUFACTURED, UL CLASSIFIED, FIRE-STOP
DEVICE / SYSTEM DESIGNED TO ALLOW CABLES TO PENETRATE FIRE-RATED WALLS WITH
A BUILT-IN FIRE SEALING SYSTEM THAT AUTOMATICALLY ADJUSTS TO THE AMOUNT OF CABLES INSTALLED. THE FIRE-STOPPING DEVICE SHALL BE CAPABLE OF INSTALLATION IN NEW CONSTRUCTION OR RETROFIT IN EXISTING STRUCTURES. f. THE CONTRACTOR MUST NOT USE CONCRETE OR OTHER NON-REMOVABLE SUBSTANCE FOR FIRE STOPPING ON CABLE TRAYS, WIREWAYS OR CONDUITS. CONTRACTORS WHOUSE THIS METHOD WILL BE REQUIRED TO REPLACE ALL CABLES AFFECTED AND PROVIDE THE ORIGINAL SPECIFIED ACCESS TO EACH EFFECTED AREA. THIS REQUIREMENT ALSO
APPLIES TO MAINTAINING FIRE RATINGS OF ALL FLOORS PENETRATED BY CONDUITS OR DEVICES DESIGNATED FOR USE BY VOICE AND DATA CABLING.
g. ANY PENETRATIONS THROUGH FIRE-RATED WALLS FOR CABLE PATHWAYS / CABLES SHALL BE SEALED BY USE OF A NON-PERMANENT FIRE BLANKET OR OTHER METHOD INCOMPLIANCE. THE CONTRACTOR MUST USE FIRE STOPPING ON CABLE TRAYS, WIREWAYS AND CONDUITS EITHER VERTICAL OR HORIZONTAL. FOUR DIFFERENT METHODS OF FIRE-STOPPING HAVE BEEN IDENTIFIED FOR THE HORIZONTAL THROUGHPENETRATIONS BETWEEN WALLS, RATED, RATED WITH ACOUSTIC PROPERTIES,NON-RATED, AND NON-RATED WITH ACOUSTIC PROPERTIES.
BELOW ARE METHODS TO ACCOMPLISH THESE DIFFERENT TYPES:
• SEALING OF RATED OPENINGS BETWEEN FLOORS OR THROUGH RATED WALLS, WHETHER EXISTING OR CREATED BY THE CONTRACTOR FOR PLACEMENT OF CABLE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SEALING MATERIAL AND APPLICATION SHALL BE AN APPROVED UL LISTED SYSTEM AND SHALL BE ACCOMPLISHED IN SUCH A MANNER THAT IS ACCEPTABLE TO THE LOCAL FIRE AND BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS WORK. CREATION OF SUCH OPENINGS AS ARE NECESSARY FOR CABLE PASSAGE BETWEEN LOCATIONS AS SHOWN ON THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY OPENINGS CREATED BY OR FOR THE CONTRACTOR AND LEFT UNUSED SHALL ALSO BE SEALED AS PART OF THIS WORK. • RATED WALLS WITH THROUGH PENETRATIONS WITH ACOUSTIC PROPERTIES SHALL BE INSTALLED WITH FACTORY MANUFACTURED DEVICE. SUCH AS A STI "EZ PATH" OR WIREMOLD "FLAMESTOPPER" OR EQUAL. THE TYPICAL STC RATING IS TO BE EQUAL TO OR GREATER THAN THE WALL PENETRATED, (AVG IS A RATING OF 44 STC PER UBC RATINGS). • NON-RATED PATHWAY, ALTHOUGH NOT REQUIRED TO BE FIRE-STOPPED, SHALL BE A MANUFACTURED DEVICE THAT WILL ALLOW FIRE-STOPPING TO BE INSTALLED IN THE FUTURE IF REQUIRED, (I.E. WIREMOLD "FLAMESTOPPER" OR EQUAL). • A NON-RATED PATHWAY WITH ACOUSTIC PROPERTIES CAN BE FOUND IN AREAS SUCH AS, CONFERENCE ROOMS, HUMAN RESOURCE OFFICES, MEDICAL EXAMINATION ROOMS ETC. THESE ROOMS REQUIRE TO LIMIT THE AMOUNT OF AMBIENT NOISE THAT CAN TRAVEL FROM ONE ROOM TO THE OTHER THROUGH THE CEILING GRID. IF THIS WALL IS PENETRATED, INSTALL A SYSTEM THAT WILL RE-ESTABLISH THE STC RATING OF THE WALL, THE TYPICAL STC RATING IS AN AVERAGE OF 44 STC PER UBC RATINGS.
1. ALL TECHNOLOGY WORK SHALL COMPLY WITH DESIGN GUIDELINES AS WELL AS APPLICABLE FEDERAL, STATE, AND LOCAL CODES. WHERE THE CONSTRUCTION
DOCUMENTS INDICATE MORE RESTRICTIVE REQUIREMENTS, THE DOCUMENTS SHALL
GOVERN BUT THE CONSTRUCTION DOCUMENTS SHALL NOT BE INTERPRETED AS AUTHORITY TO VIOLATE ANY CODE OR REGULATION.
2. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE
PLANS AND/OR SPECIFICATIONS OR WITH CODE REQUIREMENTS, THE NOTE, CODE OR
SPECIFICATION WHICH PRESCRIBES AND ESTABLISHES THE MORE COMPLETE JOB OR THE HIGHER STANDARD SHALL PREVAIL.
3. OMISSIONS FROM THE DRAWINGS, SPECIFICATIONS OR THE MIS-DESCRIPTION OF
DETAILS FROM WORK WHICH ARE CLEAR AND NECESSARY TO CARRY OUT THE INTENT
OF THE DRAWINGS, SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL
NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBEDDETAILS OF THE WORK BUT THEY SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
4. THE CONTRACTOR SHALL CHECK ALL DRAWINGS FURNISHED, IMMEDIATELY UPON THEIR RECEIPT AND SHALL PROMPTLY NOTIFY THE OWNER OF ANY DISCREPANCIES.
5. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE UNDERWRITERS
LABEL (UL) AND SHALL BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED.
6. THE CONTRACTOR SHALL NOT BORE, NOTCH OR IN ANY WAY CUT INTO ANY STRUCTURAL MEMBER WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT OR STRUCTURALENGINEER.
7. ALL CHANGES TO STRUCTURES (BUILDING, DRILLING, CORING, ETC.) NOT SHOWN ON THE DRAWINGS SHALL BE APPROVED IN WRITING BY STRUCTURAL ENGINEER.
8. FOR PURPOSES OF CLEARNESS AND LEGIBILITY, THE TELECOM DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC. THE SIZE AND LOCATION OF EQUIPMENT IS SHOWN TO SCALE WHEREVER POSSIBLE. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, DATA
INFORMATION AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATION SECTIONS WHERE SCS AND LOW VOLTAGE WORK INTERFACES WITH OTHER TRADES.
9. THE CONTRACTOR SHALL MAINTAIN AS-BUILT DRAWINGS TO REFLECT ALL CHANGES
MADE DURING CONSTRUCTION AND ANY DEVIATIONS FROM THE ELECTRICAL AND TECHNOLOGY DRAWINGS. THIS INCLUDES DEVIATIONS FROM OUTLET NUMBERS AND
ANY ADDITION, DELETION OR RELOCATION OF OUTLETS SHOWN ON WORKING DRAWINGS, PATHWAY ADDITIONS, DELETIONS OR RELOCATIONS. THE CONTRACTOR SHALL AFTER COMPLETION OF JOB, PROVIDE THE OWNER AN ELECTRONIC AND HARDCOPY OF AS-BUILT WORK.
10. ANY DEVIATIONS FROM PLANS OR SPECS MUST BE APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE.
11. ALL FOOTAGES ON DRAWINGS ARE ESTIMATED AND MUST BE VERIFIED BY CONTRACTOR PRIOR TO ORDERING MATERIAL.
12. ALL STATION CABLES SHALL BE NEATLY DRESSED AND SECURED EVERY FIVE FEET AT A MINIMUM.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILING TILE INCLUDING REPLACEMENT OF BROKEN OR DAMAGED TILES.
14. ALL LOCATIONS PASSING THROUGH A FIRE OR A SMOKE BARRIER MUST BE FIRE
STOPPED USING APPROVED (UL CLASSIFIED) FIRE STOP SYSTEM, INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS AND PROPERLY LABELED.
15. CONDUIT SHALL BE FILLED TO MAXIMUM CAPACITY (PER CODE, STANDARDS, AND NORMS) BEFORE UTILIZING ANOTHER VACANT CONDUIT.
16. ALL STATION OUTLETS AND TERMINALS SHALL BE PROPERLY IDENTIFIED USING THE OWNER'S STANDARD INTERNAL DISTRIBUTION NUMBERING SCHEME. ALL LABELS SHALL BE PREPRINTED OR TYPED.
17. EACH BACKBONE RISER AND/OR OSP CABLE SHALL BE EQUIPPED WITH A PERMANENT LABEL INDICATING CABLE TYPE, PAIR OR OPTIC COUNTS, DISTANT ENDS, AND CABLELENGTH. BOTH ENDS OF EACH CABLE AND AT EVERY MAINTENANCE HOLE, HAND HOLE, AND PULL BOX, SHALL BE SO LABELED.
18. FIBER BACKBONE CABLE SHALL BE PLACED WITH 6 FOOT MAINTENANCE LOOP AT BOTH ENDS OF THE RUN. THE MAINTENANCE LOOP SHALL BE SECURED IN SUCH A MANNER TOPROVIDE PROTECTION DURING SUBSEQUENT CABLE PULLS.
19. ALL STATION CABLES/OUTLETS SHALL BE TESTED AND DOCUMENTED USING A PAIR SCANNER SPECIFICALLY DESIGNED TO TEST THE TYPE OF CABLE INSTALLED (E.G.CATEGORY 6A). TEST RESULTS SHALL BE ONE PAGE PER AND NOTED WITH THESTATION/JACK NUMBERING SCHEME THAT IS STANDARDIZED FOR THE OWNER.
20. ALL FIBER OPTIC STATION AND RISER CABLE SHALL BE TESTED END-TO-END AND THE RESULTS (LOSS IN dB) NOTED ON A SEPARATE TYPED SHEET.
21. AFTER STATION CABLE IS TESTED AND DOCUMENTED, ONE PAIR FROM EACH VOICE
STATION SHALL BE CROSS CONNECTED THROUGH EACH CLOSET BACK TO THE MAIN DISTRIBUTION FRAME. TELEPHONE NUMBER ASSIGNMENTS FOR EACH JACK MUST BE APPROVED BY THE TELECOM STAFF PRIOR TO IMPLEMENTATION. A WRITTEN RECORD OFALL CROSS CONNECT ASSIGNMENTS WILL BE PROVIDED TO THE OWNER BY THE SCS CONTRACTOR.
22. FIBER CABLES SHALL BE SPLICED TOGETHER USING A FUSION SPLICE AND PLACED IN A FIBER SPLICE CASE THAT IS RE-ENTERABLE, FULLY DRESSED AND ENCLOSED TO FIT THENUMBER AND TYPE OF CABLES TERMINATED.
23. CABLE TRAY SHALL BE PLACED IN MDF AND IDF(S) AS SHOWN ON DRAWINGS AND AS REQUIRED TO PROPERLY SECURE CABLES AND WIRE.
24. A BACKBONE CABLE ASSIGNMENT RECORD SHEET SHALL BE PREPARED (TYPED) PRIOR TO START OF ACCEPTANCE TESTING. ALL FLOOR PLANS SHALL BE NEATLY HAND NOTED WITH STATION JACK NUMBER AND CABLE LENGTH.
25. ALL CABLES SHALL BE CLEARLY LABELED WITH CABLE NUMBERS, PAIR ASSIGNMENTS AND DESIGNATION.
26. ALL CABLE TRAYS, LADDER RACKS, CONDUITS, EQUIPMENT RACKS, PROTECTOR
PANELS, AND CABLE SHEATHS SHALL BE BONDED & GROUNDED TO EQUIPMENT GROUND WITH #6 WIRE (MIN.)
27. ALL SPLICES SHALL BE CONTAINED WITHIN AN APPROVED SPLICE CASE DESIGNED FOR MULTIPLE CLOSURE.
CONTRACTOR(S) GUIDELINES:
28. ALL SPLICES SHALL UTILIZE 3M 710 MODULES. ALL CABLES MUST BE EQUIPPED TO PROVIDE A CONTINUOUS BOUND OF CABLE SHIELDS THROUGH ALL SPLICES.
29. PULL ROPES SHALL BE PLACED IN ALL VACANT CONDUITS.
30. ALL WORK MUST BE COMPLETED IN A NEAT AND PROFESSIONAL MANNER. THE WORK SITE SHALL BE KEPT CLEAN AND ALL DAMAGE TO OWNER'S PROPERTY REPAIRED.
31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING A FINAL CLEANUP OF THE WORK SITE PRIOR TO FINAL SYSTEM ACCEPTANCE.
32. CONTRACTOR SHALL REMOVE ALL COPPER, FIBER AND COAXIAL CABLES ABANDONED IN CONDUIT, CEILINGS AND WALLS PER CEC. CABLE SHALL INCLUDE ALL INTRABUILDING,
RISER SYSTEMS AND STATION CABLES FOR ALL LOW
VOLTAGE/TECHNOLOGY/STRUCTURED CABLING SYSTEMS.
33. CONTRACTOR(S) SHALL VERIFY ALL SITE CONDITIONS PRIOR TO BID.
34. IN ACCESSIBLE CEILING SPACES;
a. THE CONTRACTOR SHALL PROVIDE THE REQUIRED STUB UP(S) / OUT(S) AND BOXES WITH
MUD-RINGS TO THE NEAREST ACCESSIBLE CEILING SPACE AND / OR NEAREST
TECHNOLOGY PATHWAY INFRASTRUCTURE, REFERENCE PLANS AND SPECIFICATION FOR MORE INFORMATION.
b. THE DESIGNATED SCS / TECHNOLOGY CONTRACTOR(S) SHALL PROVIDE A J-HOOK PATHWAY SYSTEM AND REQUIRED SLEEVES. DO NOT USE CEILING TILE WIRE HANGERS, WATER OR ELECTRICAL PIPES, OR LIGHT FIXTURES TO HANG CABLE. CABLE MUST BE A MINIMUM OF 6 INCHES ABOVE THE CEILING TILE AND MUST NOT COME WITHIN TWELVE INCHES OF A LIGHT FIXTURE.
35. IN INACCESSIBLE AND HARDLID CEILING SPACES;
a. THE CONTRACTOR SHALL PROVIDE ALL CONDUIT PATHWAYS, BOXES ETC. FOR A COMPLETE SYSTEM FROM THE MDF ROOM, IDF ROOM(S), IDF CABINET(S), AND ALLOTHER LOW VOLTAGE / TECHNOLOGY SYSTEMS HEADEND, CABINETS, TERMINALCABINETS, ETC. TO THE POINT OF TERMINATION AT THE STATION END LOCATION PER PLANS AND SPECIFICATION.
APPLICABLE PROJECT BUILDING CODES, EFFECTIVE AS OF DATE: JANUARY 1, 2023 PROJECT CODES AND STANDARDS:
CONTRACTOR SUBMITTALS:
(SHOP DRAWINGS / PRODUCT SUBMITTALS / QUALIFICATIONS)1. ORDERING AND INSTALLATION OF THE SYSTEMS SHALL NOT BE STARTED UNTIL THE FOLLOWING:a. CONTRACTOR FURNISHED SHOP DRAWINGS (SEE BELOW FOR LISTED SHOP DRAWING
REQUIREMENTS)
b. PRODUCT SUBMITTAL DOCUMENTSc. APPLICABLE TRADES QUALIFICATION CERTIFICATIONS HAVE BEEN APPROVED BY THE SYSTEMS ENGINEER AND/OR ARCHITECT AND IF (A. APPLICABLE, APPROVED BY THE DIVISION OF THE STATE ARCHITECT).
2. ANY DESIGN AND/OR INSTALLATION DISCREPANCIES/CHANGE ORDERS/REWORK (INCLUDING LABOR
AND MATERIALS) INCURRED BEFORE OR AFTER CONTRACTOR FURNISHED SHOP DRAWINGS HAVE BEEN APPROVED SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTORINSTALLATION SHOP DRAWINGS
3. IT SHALL BE UNDERSTOOD THAT THE DRAWINGS, DETAILS, AND ONE-LINES PROVIDED WITH THE DESIGN PACKAGE ARE DIAGRAMMATIC. DATA PRESENTED ON DESIGN DRAWINGS ARE AS ACCURATE
AS PRELIMINARY SURVEYS AND PLANNING CAN DETERMINE UNTIL FINAL EQUIPMENT SELECTION IS MADE. ACCURACY IS NOT GUARANTEED AND FIELD VERIFICATION, OF ALL DIMENSIONS, ROUTING,ETC., BY THE CONTRACTOR IS REQUIRED.
4. DRAWINGS ARE PROVIDED TO SHOW THE INTENT OF THE DESIGN AND SPECIFICATION AND TO ASSIST THE CONTRACTOR IN SUBMITTING A BID. CONTRACTOR IS DIRECTED TO MAKE FIELD SURVEYS ASPART OF HIS WORK PRIOR TO SUBMITTING SYSTEM LAYOUT DRAWINGS (SHOP DRAWINGS). THECONTRACTOR SHALL MAKE ALLOWANCE IN THE PROPOSAL TO COVER WHATEVER WORK ISREQUIRED TO COMPLY WITH THE INTENT OF THE DESIGN AND PROVIDE A FULLY FUNCTIONINGCOMPLETE, OPERABLE, AND INTEGRATED SYSTEM.
5. IN CASE OF DOUBT OF WORK INTENDED, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REQUEST INSTRUCTIONS FROM THE ENGINEER OR OWNER PRIOR TO BID. THE CONTRACTOR SHALLBE RESPONSIBLE FOR INSTALLING A COMPLETE, OPERABLE, AND INTEGRATED FUNCTIONING SYSTEM.
6. INSTALLATION OF THE SYSTEMS SHALL NOT BE STARTED UNTIL DETAILED CONTRACTOR FURNISHED SHOP DRAWINGS (IN AUTOCAD 2010/ OR SIMILAR PROFESSIONAL DRAWING FORMAT) AND PRODUCTSUBMITTALS HAVE BEEN APPROVED BY THE DESIGNER AND/OR ARCHITECT AND IF (A. APPLICABLE, APPROVED BY THE DIVISION OF THE STATE ARCHITECT).
7. ANY AND ALL DESIGN AND/OR INSTALLATION DISCREPANCIES, CHANGE ORDERS, (INCLUDING LABOR, MATERIALS, AND SHIPPING) INCURRED WITHOUT CONTRACTOR SHOP DRAWINGS OR AFTERCONTRACTOR SHOP DRAWINGS HAVE BEEN APPROVED SHALL BE THE SOLE RESPONSIBILITY OF THECONTRACTOR.
8. ANY WORK PERFORMED WITHOUT APPROVED CONTRACTOR FURNISHED SHOP DRAWINGS AND SUBMITTALS SHALL NOT BE ALLOWED. IF WORK PERFORMED PRIOR TO APPROVE SHOP DRAWINGS,CONTRACTOR WILL DO SO AT THEIR OWN RISK.
9. ANY PRODUCTS THAT HAVE DEVIATED FROM THE SPECIFICATION OR DRAWINGS SHALL BE FLAGGED AS “SUBSTITUTION REQUEST”.
• THE SCS / TECHNOLOGY CONTRACTOR WILL PROVIDE THE PATHWAY REQUIRED FOR THE STRUCTURE CABLING SYSTEMS.
• THE DESIGNATED LOW VOLTAGE / TECHNOLOGY CONTRACTOR(S) FOR EACH "SUB-SYSTEM WILL PROVIDE THE PATHWAY REQUIRED FOR THE SYSTEMS, OUTSIDE WHAT IS CONSIDERED THE STRUCTURED CABLING SYSTEM.
TECHNOLOGY DESIGN DIRECTORY:
SENIOR DESIGNER:
NAME:---------- JOSIAH ZAMORA, CTS
WORK:--------- (916) 721-2938
MOBILE:------- (916) 996-3942
EMAIL:---------- [email protected]
DESIGNER-II
NAME:---------- RUBELINO LOZANO, NICET IIIPHONE:-------- (916) 771-0778 x4026EMAIL:---------- [email protected]
APPLICABLE INDUSTRY STANDARDS, CURRENT EDITION
2022 CALIFORNIA ADMINISTRATIVE CODE (CAC)2022 CALIFORNIA BUILDING CODE (CBC)2022 CALIFORNIA ELECTRICAL CODE (CEC)2022 CALIFORNIA FIRE CODE (CFC)2022 CALIFORNIA ENERGY CODE2022 CALIFORNIA GREEN BUILDING STANDARDS CODE2022 CALIFORNIA REFERENCED STANDARDS CODE2022 NFPA 72: NATIONAL FIRE ALARM AND SIGNALING CODE, NATIONAL FIRE PROTECTION ASSOCIATION2022 NFPA 1221: NATIONAL FIRE ALARM AND SIGNALING CODE, NATIONAL FIRE PROTECTION ASSOCIATIONTIA-568: GENERIC CABLE STANDARDSTIA-568-1: COMMERCIAL CABLE STANDARDSTIA-568-2: BALANCED TWISTED PAIR CABLING AND COMPONENTSTIA-568-3: OPTICAL CABLING FEEDER COMPONENTSTIATIA-568-4: BROADBAND COAX CABLING AND COMPONENTSTIA-569: TELECOMMUNICATION PATHWAYS AND SPACESTIA-570: RESIDENTIAL TELECOMMUNICATIONSTIA-598: OPTICAL FIBER CABLE COLOR CODINGTIA-606: ADMINISTRATIVE LABELING STANDARDSTIA-607: TELECOMMUNICATIONS BONDING AND GROUNDINGTIA-758: TELECOMMUNICATIONS OUTSIDE PLANTTIA-526-7: SINGLE-MODE FIBER STANDARDSTIA-526-14: MULTI-MODE FIBER STANDARDS I
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GENERAL NOTES
1. This sheet is part of a set and is not to be used alone.2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:
FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
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12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
TECHNOLOGY
ABBREVIATIONS AND
NOTES
23022
LPCE
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
NO. REMARKS DATE
TECHNOLOGY SHEET INDEX
SHEET NUMBER SHEET NAME
T0.1 TECHNOLOGY ABBREVIATIONS AND NOTEST0.2 TECHNOLOGY SYMBOLST2.1 TECHNOLOGY DEMO AND NEW FLOOR PLANT5.1 TECHNOLOGY ONE LINET6.1 TECHNOLOGY DETAILS Not for Construction
For Council Approval
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CAT6A: 11140627
JACK: 6110G-R*6
CAT6A: 11140627
JACK: 6110G-R*6
CAT6A: 11140627
JACK: 6110G-R*6
CAT6A: 11140627
JACK: 6110G-R*6
CAT6A: 11140627
JACK: 6110G-R*6
CAT6A: 11140627
JACK: 6110G-R*6
CAT6A: 11140627
JACK: 6110G-R*6
CAT6A: 11140627
JACK: 6110G-R*6
22 AUDIOVISUAL CONTROL PANEL 5" SQ., 2-1/8" DEEP 2-DEVICE +45" TO BOTT. 1 EA. 1"C N/A23 AUDIOVISUAL INPUT STATION 5" SQ., 2-1/8" DEEP 2-DEVICE +15" TO BOTT. 1 EA. 1-1/4"C N/A24 AUDIOVISUAL OUTPUT STATION 5" SQ., 2-1/8" DEEP 2-DEVICE +60" TO BOTT. 1 EA. 1-1/4"C N/A SEE AUDIOVISUAL ONE-LINE
SEE AUDIOVISUAL
ONE-LINE
SEE AUDIOVISUAL
ONE-LINE
SEE AUDIOVISUAL
ONE-LINE
SEE AUDIOVISUAL
ONE-LINE
SEE AUDIOVISUAL
ONE-LINE
N/AN/AN/A
24 SURVEILLANCE CAMERA NETWORK VIDEO RECORDER 5" SQ., 2-1/8" DEEP 2-DEVICE +60" TO BOTT. 1 EA. 1-1/4"C N/A SEE AUDIOVISUAL ONE-LINE SEE AUDIOVISUAL ONE-LINE N/A X
X.XX
X.XX
X
NOTE: # DENOTES QUANTITY, NO QUANTITY EQUALS (1) ONE ACTIVE DATA / VOICE JACKS.
X.XX
X
NOTES:
1. REFERENCE AUDIO VISUAL SPECIFICATIONS AND MANUFACTURER GUIDELINES WHEN DETERMINING BACK BOX SIZE FOR AV EQUIPMENT.2. USE EXTENSION RINGS IF NEEDED, ON ALL LOCATIONS.3. REFERENCE EIA/TIA STANDARDS.4. ROUTE CONDUIT INWALL TO NEAREST TO ACCESSIBLE CEILING SPACES.5. PAINT INSIDE OF BACK BOX BLUE FOR PRE GYP. BOARD INSPECTION.
A
##
MARK DESCRIPTION BACK BOX
PLASTER
RING
MOUNTING
HEIGHT CONDUIT MANUFACTURER PART NUMBER / MODEL MAX. LOAD INSTALLATION NOTES 1 TELEPHONE OUTLET 5" SQ., 2-1/8" DEEP 2-DEVICE +16" TO BOTT. 1 EA. 1"C LEVITON N/A SYMBOL
TECHNOLOGY SYMBOL LEGEND:
ALL NOTES ARE TYPICAL UNLESS NOTED OTHERWISE ON PLANS AND DETAILS 2 DATA OUTLET3 TELEPHONE / DATA OUTLET4 TELEPHONE / DATA OUTLET, ABOVE COUNTER5 FLOOR MOUNTED, DATA OUTLET AT FLOOR BOX N/A N/A 2 EA. 1"C N/A6 FLOOR MOUNTED, TELEPHONE OUTLET N/A 7 FLOOR MOUNTED TELEPHONE / DATA OUTLET N/A8 CEILING MOUNTED DATA OUTLET
AT FLOOR
BOX
AT FLOOR
BOX
2-DEVICE2-DEVICE2-DEVICE2-DEVICE
+16" TO BOTT.+16" TO BOTT.+45" TO BOTT.+16" TO BOTT.
1 EA. 1"C1 EA. 1"C1 EA. 1"C1 EA. 1"C
N/AN/A
2 EA. 1"C2 EA. 1"C
LEVITONLEVITONLEVITONLEVITONLEVITONLEVITONLEVITON
N/AN/AN/AN/AN/AN/AN/A
N/AN/A
5" SQ.,
2-1/8" DEEP
5" SQ.,
2-1/8" DEEP
5" SQ.,
2-1/8" DEEP
5" SQ.,
2-1/8" DEEP
SYMBOL DESCRIPTIONS
SYMBOL KEYNOTES AND IDENTIFIERS
NUMBERED SHEET NOTE. APPLIES TO SHEETON WHICH NOTE IS FOUND ONLY.ELEVATION REFERENCE - REFER TO ELEVATION
AS NOTED IN REFERENCE CALL-OUT
SECTION REFERENCE - REFER TO SECTION ASNOTED IN REFERENCE CALL-OUTDETAIL REFERENCE OR CALL-OUT X
DETAIL NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
#####
#
N/AN/A
N/AN/AN/A
ACCESS CONTROL SYSTEM
AVAV
180 or 360
WP
WP
360
# CEILING MOUNTED AV SPEAKER CEILING# WALL MOUNTED AV SPEAKER JBL # CEILING MOUNTED PAGING INTERCOM SPEAKER LOWELL# WALL MOUNTED PAGING INTERCOM SPEAKER# WALL MOUNTED PAGING INTERCOM SPEAKER, WEATHERPROOF LOWELL# 180-360 DEGREE CAMERA, VIEWING DEGREE AS NOTED PER PLAN +108" WALL OR CEILING AVIGILON# FIXED DOME CAMERA### PROXIMITY CARD READER 1 EA. 3/4"C HID # ELECTRONIC DOOR HARDWARE, PROVIDED BY DIVISION 08 CONSULTANT N/A# ELECTRONIC DOOR STRIKE DOOR KING# REQUEST TO EXIT ASSA ABLOY# LOCKDOWN BUTTON# PANIC BUTTON# ENTRY STATION W/ SPEAKER AND CAMERA# DOOR AUTO OPENER ASSA ABLOY# DOOR ACTUATOR PUSH BUTTON# ACCESS CONTROL PANEL, DOOR MODULE AND READER DOOR KING# ACCESS CONTROL POWER SUPPLY SECURITRON# INTRUSION ALARM KEYPAD# WALL / CEILING FIXED POSITION INTRUSION MOTION SENSOR# CEILING# HIDDEN DOOR POSITION CONTACT, DPDT ADD TOP OF DOOR# CEILING GLASS BREAK DETECTOR# POPPIT MODULE DMP# INTRUSION ALARM CONTROL PANEL DMP PER MFR.
GUIDELINES
PER MFR.
GUIDELINES
PER MFR.
GUIDELINES
PER MFR.
GUIDELINES
PER MFR.
GUIDELINES
PER MFR.
GUIDELINES
PER MFR.
GUIDELINES
PER MFR.
GUIDELINES
PER MFR.
GUIDELINES
PER MFR.
GUIDELINES
+80" MIN. TO
BOTT.
+80" MIN. TO
BOTT.
+80" MIN. TO
BOTT.
+108" MIN. TO
BOTT.
1 EA. 1"C1 EA. 1"C1 EA. 1"C1 EA. 1"C1 EA. 1"C
JBL
LOWELL
----- N/A N/A N/A N/A N/A 180-360 DEGREE WEATHERPROOF CAMERA W/ IR, VIEWING DEGREE AS NOTED PER PLAN WEATHERPROOF FIXED DOME CAMERA W/ IR 5" SQ., 2-1/8" DEEP 5" SQ., 2-1/8" DEEP 5" SQ., 2-1/8" DEEP 5" SQ., 2-1/8" DEEP 2-DEVICE 2-DEVICE 2-DEVICE 2-DEVICE +108" WALL OR CEILING +108" WALL OR CEILING +108" WALL OR CEILING 1 EA. 1"C 1 EA. 1"C 1 EA. 1"C 1 EA. 1"C AVIGILON AVIGILON AVIGILON ---- N/A N/A N/A N/A
SINGLE GANG,
2-1/8" DEEP
5" SQ.,
2-1/8" DEEP
5" SQ.,
2-1/8" DEEP
5" SQ.,
2-1/8" DEEP
5" SQ.,
2-1/8" DEEP
5" SQ.,
2-1/8" DEEP
5" SQ.,
2-1/8" DEEP
5" SQ.,
2-1/8" DEEP
5" SQ.,
2-1/8" DEEP
1-DEVICE2-DEVICE2-DEVICE2-DEVICE2-DEVICE2-DEVICE2-DEVICE2-DEVICE2-DEVICE +45" TO BOTT.
ABOVE DOOR
/ CEILING
ABOVE DOOR
/ CEILING
ABOVE DOOR
/ CEILING
ABOVE DOOR
/ CEILING
ABOVE DOOR
/ CEILING
ABOVE DOOR
/ CEILING
ABOVE DOOR
/ CEILING
+45" TO BOTT.
1 EA. 1/2"C1 EA. 3/4"C1 EA. 3/4"C1 EA. 3/4"C
1 EA. 1"C
1 EA. 3/4"C1 EA. 3/4"C1 EA. 1/2"C
ASSA ABLOYASSA ABLOY
DOOR KING
ASSA ABLOY
--------- N/A N/A N/A N/A N/A N/A N/A N/A
CEILING 360-DEGREE INTRUSIONMOTION SENSOR
5" SQ.,
2-1/8" DEEP
5" SQ.,
2-1/8" DEEP
2-DEVICE1-DEVICE
5" SQ.,
2-1/8" DEEP 1-DEVICE
N/A N/A
5" SQ.,
2-1/8" DEEP 1-DEVICE
5" SQ.,
2-1/8" DEEP 1-DEVICE
N/A N/A
+45" TO BOTT.+96" TO BOTT.+96" TO BOTT.
CEILING
N/A
1 EA. 3/4"C1 EA. 3/4"C1 EA. 3/4"C1 EA. 3/4"C1 EA. 3/4"C1 EA. 3/4"C N/A
BOSCH
DMPDMPDMPDMP
--------- N/A
N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/A
N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/A
AUDIO VISUAL SYSTEM
INTRUSION SECURITY SYSTEM
SURVEILLANCE CAMERA SYSTEM
CLOCK / INTERCOM PAGING SYSTEM
# INTERCOM PAGING SYSTEM HEADEND EQUIPMENT N/A N/A N/A N/A DMP - N/A N/A # CLOCK PER MFR. GUIDELINES +80" MIN. TO BOTT.
-
# PAGING INTERCOM SPEAKER W/ CLOCK - 5" SQ., 2-1/8" DEEP 2-DEVICE2-DEVICE +80" MIN. TO BOTT.
1 EA. 1"C1 EA. 1"C
-- N/A N/A N/A N/A
TECHNOLOGY ABBREVIATIONS
ACP
AFF
AHJ
AMP
AOR
AUD
AUTO
AUX
AV
AVc
AWG
BCT
C
CATV
CFCICFOI
CL
DIV
DC(E)
EC
ECS
EF
EMT
ER
EXT
(F)
FACP
FATC
FB
FO
GC
IC
IDF
ICP
INT
IP
IT
JB
MDF
MIC
MM
MPOE
ACCESS CONTROL PROCESSORABOVE FINISHED FLOOR
AUTHORITY HAVING JURISDICITON
AMPLIFIER
ARCHITECT OF RECORDAUDIO
AUTOMATIC
AUXILIARYAUDIOVISUALAUDIOVISUAL CONTROLLERAMERICAN WIRE GUAGE
CONDUIT
COMMUNITY ANTENNA TELEVISION
CONTRACTOR FURNISHED,CONTRACTOR INSTALLEDCONTRACTOR FURNISHED,OWNER INSTALLEDCENTERLINE
DIVISION
DOOR CONTACTEXISTING
ELECTRICAL CONTRACTORELECTRIC METALLIC TUBINGEQUIPMENT ROOM
EXTERIOR
FUTURE
FIRE ALARM CONTROL PANEL
FIRE ALARM TERMINAL CABINET
FLOORBOX
FIBER OPTIC
GENERAL CONTRACTOR
INTERCOM
INTRUSION CONTROL PROCESSOR
INTERIOR
INTERNET PROTOCOL
INFORMATION TECHNOLOGYJUNCTION BOX
MAIN DISTRIBUTION FRAME
MICROPHONE
MULTIMODE
MINIMUM POINT OF ENTRY
BONDING CONDUCTOR FOR
TELECOMMUNICATIONS CONDUIT
EMERGENCY COMMUNICATION
SYSTEM
ENTRANCE FACILITY FOR
TELECOMMUNICATION
INTERMEDIATE DISTRIBUTIONFRAME
(N)NCNICNONTSNVROCOFCIOFOIOSPPBPIRPOEPRPTZPVCPWRRCPREXRFIRMCSCSSMSTRSTPSECTBB TELCO TGBTMGBTYPUONUPSUTPVVSSWBWP
NEWNORMALLY CLOSEDNOT IN CONTRACTNORMALLY OPENNOT TO SCALENETWORK VIDEO RECORDERON CENTEROWNER FURNISHED,CONTRACTOR INSTALLEDOWNER FURNISHED, OWNERINSTALLEDOUTSIDE PLANTPULL BOXPASSIVE INFRAREDPOWER OVER ETHERNETPAIR OF CONDUCTORSPAN TILT ZOOMPOLYVINYL CHLORIDEPOWERREFLECTED CEILING PLANREQUEST TO EXITREQUEST FOR INFORMATIONRIGID METALLIC CONDUITSTRUCTURED CABLINGSYSTEMSINGLE MODESTRANDS (OF FIBER)SHIELDED TWISTED PAIRSECURITYTELECOMMUNICATIONSBONDING BACKBONETELEPHONE COMPANYTELECOMMUNICATIONSGROUNDING BUSBARTELECOMMUNICATIOIN MAINGROUNDING BUSBARTYPICALUNLESS OTHERWISE NOTEDUNINTERUPTABLE POWERSUPPLYUNSHIELDED TWISTED PAIRVOICEVIDEO SURVEILLANCESYSTEM WALL BOXWEATHERPROOF
TECHNOLOGY SCOPE OF WORK
EDIT
I
L
E
ST
TA
OF
CA
ER GIS
PR
RE
TE
D
OF
E
S
S
I R
F0
NIA
IN REE
NG
ONAL
E
C
E
EC
L
T
R I L A
No. E 16762
EXP. 9-30-24
N
I MAR
S. EI DA
Z
1209 Pleasant Grove Blvd.Roseville, CA 95678p 916-771-0778 MEP & FS / Sustainability / CxA www.lpengineers.com T
R
H
I
A
C
TC
R
MO
I
E
E
T
B
IC L
E
W
N
P
R I
ENS
A
D
Ren. 9/30/23
No. C 30345
H
CA
LIF
A
OR
I N
S
OF
T
TA
E
DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
Date
GENERAL NOTES
1. This sheet is part of a set and is not to be used alone.2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:
FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
12/14/2023 1:14:21 PM
C:\Users\ljohnson\Documents\22-2233_Roseville Johnson Pool_r21_ljohnson424VL.rvt T0.2 99% PLANS
JZ
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
TECHNOLOGY SYMBOLS
23022
LPCE
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
NO. REMARKS DATE
Not for Construction
For Council Approval
1. REFER TO ARCHITECTURAL DRAWINGS FOR ALL BUILDING PLANS AND DIMENSIONS.
2. REFER TO ELECTRICAL DRAWINGS FOR ALL TECHNOLOGY POWER CIRCUIT REQUIREMENTS.
3. CONTRACTOR SHALL UTILIZE 3-DIMENSION TECHNOLOGY REVIT BIM MODEL FOR TRADES COORDINATION IN CONSTRUCTION. SYSTEMSINSTALLATION SHALL BE IN GENERAL PLACEMENT OF DESIGN AS SHOWNON APPROVED CONSTRUCTION DRAWINGS AND/OR REVIT BIM MODELS.
4. ALL EQUIPMENT SHOWN ON CONSTRUCTION DOCUMENTS IS TO BE NEW, CONTRACTOR FURNISHED/CONTRACTOR INSTALLED UNLESS SPECIFIEDON DRAWINGS AND/OR SCHEDULES.
5. ALL TECHNOLOGY SYSTEMS MUD RINGS SHALL BE PAINTED BLUE FOR A PRE-SHEETROCK INSPECTION OF IN-WALL INFRASTRUCTURE.
6. ALL EXPOSED CONDUITS SHALL BE PRIMED WHITE AND PAINTED TO MATCH SURROUNDING AREA.
7. NETWORK STATION CABLING SHALL BE TERMINATED IN PATCH PANEL(S) IN SEQUENTIAL ORDER OF ROOM NUMBER, DROP ID. CABLES SHALL BEMACHINE LABELED AT PATCH PANEL FACE, AND AT CATEGORY CABLE(BOTH ENDS AS SHOWN ON DETAILS/SPECIFICATIONS).
TECHNOLOGY GENERAL SHEET NOTES
WH
WH
FD
FD FD
FD
FD FD
FD
FD
FD
FD
FD
FD
FD
2 2
2 2
2 2
A
B
21 K
E J
D
C L
M
N
O
3 4
MEN'S SHOWER/
CHANGING/
RESTROOM
111
HMH
110
JAN.
109 FAMILY
CHANGING
108
ENTRY
VESTIBULE
107
OFFICE
/LIFEGUARD
105
BREAKROOM
106
STORAGE
104
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102
HWH
103
FIRST AID
113
JAN.
114
CAM-1
CAM-2
CAM-3
CAM-4
CAM-5
MPOE / MDF-1.0
A
B
21 K
E J
D
C L
M
N
O
3 4
STORAGE
101
WOMEN'S
SHOWER/
CHANGING/
RESTROOM
102
STORAGE
112
MEN'S SHOWER/
CHANGING/
RESTROOM
111
HMH
110
JAN.
109 FAMILY
CHANGING
108
ENTRY
VESTIBULE
107
OFFICE
/LIFEGUARD
105
BREAKROOM
106
STORAGE
104
HWH
103 FIRST AID
113
JAN.
114
T2.1
3 D
C
STORAGE
104
I
L E
ST TA OF CA
E
R
GIS
PR
RE
TE
D
OFESS
I
R F0 NIA
IN
R
EE
NG
ONAL E
C E EC L TR I L A
No. E 16762
EXP. 9-30-24
N
I MAR S. EI DA Z
1209 Pleasant Grove Blvd.Roseville, CA 95678p 916-771-0778 MEP & FS / Sustainability / CxA www.lpengineers.com T
R H
I
A C
TCR MO
I E
E
T
B
IC L
E
W N P
R I
ENS
A
D
Ren. 9/30/23
No. C 30345
H
CALIF
A
OR I N S OF T TA E
DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
Date
GENERAL NOTES
1. This sheet is part of a set and is not to be used alone.2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:
FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
12/14/2023 1:14:27 PM
C:\Users\ljohnson\Documents\22-2233_Roseville Johnson Pool_r21_ljohnson424VL.rvt T2.1 99% PLANS
JZ
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
TECHNOLOGY DEMO AND
NEW FLOOR PLAN
23022
LPCE
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
1 SCALE: 1/8" = 1'-0" TECHNOLOGY DEMO FLOOR PLAN2 SCALE: 1/8" = 1'-0" TECHNOLOGY FLOOR PLAN
KEY NOTES
0 4 8 12 160 4 8 12 16
3 SCALE: 1/2" = 1'-0" MPOE / MDF-1.0 ENLARGED ELEVATION NO. REMARKS DATE
Not for Construction
For Council Approval
H P P r o C u r v e
SCALE:
TECHNOLOGY NETWORK ONE-LINE DIAGRAM
N/A
1 SCALE:
N/A
2INTRUSION ALARM ONE-LINE DIAGRAM
SCALE:
EQUIPMENT RACK ELEVATION AND EQUIPMENT SCHEDULE
N/A
3 22/416/222/4
MAJOR EQUIPMENT SCHEDULE
MAJOR EQUIPMENT SCHEDULE
3124567
1235
674
142783
101112
56 12
3757475
9 111
2 10
714-16 N/A16-ZONE EXPANDER MODULE
DIGITAL MONITORINGPRODUCTS XR550 N/AINTRUSION ALARM CONTROL PANEL WITH ENCLOSURE 708 N/AINTRUSION BUS EXTENDER, 4,000 FT. MAX DISTANCE706A N/AINTRUSION CONTROL KEYPAD 12VDC POWER SUPPLY W/ BATTERY AND CABINET 505-12LX N/A
CABLES AND CONNECTOR AS REQUIRED LOT LOT N/A
DIGITAL MONITORINGPRODUCTSDIGITAL MONITORINGPRODUCTSDIGITAL MONITORINGPRODUCTSDIGITAL MONITORINGPRODUCTS INTRUSION DOOR CONTACT 175-12 N/AINTRUSION MOTION DETECTOR ISC-CDL1-W15G N/A
GEORGE RISKINDUSTRIESBOSCH
EQUIPMENT RACK, 25RU MIDDLE ATLANTIC DWR-25-26 300 LBS.
DATA SWITCH - 1 RU, 48 PORT POE+
AS REQUIRED
N/A
LEVITON N/A
HORIZONTAL WIRE MANAGER LEVITON 49253-LPM N/A
N/A
NETWORK VIDEO RECORDER N/A
N/A
NETWORK MANAGEMENT CARD APC AP9641
N/AN/A
VERTICAL POWER DISTRIBUTION BAR MIDDLE ATLANTIC
DWR SERIES(SIZE TO FIT RACK HEIGHT) N/A
FIBER TRANSCIEVER MODULE, LC (2 EA)1RU VENTED BLANK PANEL MIDDLE ATLANTIC VT1 N/A PATCH PANEL - 1 RU WITH REAR WIRE MANAGER (24-PORT) LEVITON 49255-H24 N/A PATCH PANEL - 2 RU WITH REAR WIRE MANAGER (48-PORT) LEVITON 49255-H48 N/A
OWNER FURNISHED/
OWNER INSTALLED
OS2 ADAPTER CASSETTE FOR ABOVE, TYPE LC
## DROPS## DROPS
FIBER LIU - 1 RU LEVITON 5R1UH-S03UPS - 2 RU (120VAC/20A) APC SMX2200RMHV2U
OWNER FURNISHED/
OWNER INSTALLED
TAG ID DESCRIPTION MANUFACTURER MODEL/PART NUMBER MAX. LOAD TAG ID DESCRIPTION MANUFACTURER MODEL/PART NUMBER MAX. LOAD
SERVICE PROVIDER
BACKBONECABLING MPOE / MDF-1.0
HORIZONTALCABLING
SERVICE PROVIDER CARRIER
EQUIPMENT
MAIN
FIBER LIU
NETWORK ROUTER / SWITCH
(OFCI)
PATCH PANEL(S)
(NETWORK)
UPS BATTERY BACKUP
CAT6APATCH CABLE
DATAVOICE
OS2 FIBERPATCH CABLE,TYPE LC
CAT6A CABLE(90M MAX.)
SERVICEPROVIDERCABLING
SERVICEPROVIDERDEMARCATIONPOINT
WORK AREA OUTLETS,FIELD DEVICES
SURVEILLANCE CAMERAINTRUSION ALARM CONTROL PANELHVAC BUILDING MANAGEMENT CONTROL SYSTEM MPOE / MDF-1.0
HORIZONTALCABLING FIELD DEVICES
CONTROL
PANEL
BUS EXTENDER
ZONE EXPANDER
POWER SUPPLY
DOOR CONTACTMOTION SENSORCONTROL KEYPAD
18/418/4
7 T6.1
I
L E
ST TA OF CA
E
R
GIS
PR
RE
TE
D
OFESS
I
R F0 NIA
IN
R
EE
NG
ONAL E
C E EC L TR I L A
No. E 16762
EXP. 9-30-24
N
I MAR S. EI DA Z
1209 Pleasant Grove Blvd.Roseville, CA 95678p 916-771-0778 MEP & FS / Sustainability / CxA www.lpengineers.com T
R H
I
A C
TCR MO
I E
E
T
B
IC L
E
W N P
R I
ENS
A
D
Ren. 9/30/23
No. C 30345
H
CALIF
A
OR I N S OF T TA E
DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
Date
GENERAL NOTES
1. This sheet is part of a set and is not to be used alone.2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:
FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
12/14/2023 1:14:28 PM
C:\Users\ljohnson\Documents\22-2233_Roseville Johnson Pool_r21_ljohnson424VL.rvt T5.1 99% PLANS
JZ
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
TECHNOLOGY ONE LINE
23022
LPCE
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
NO. REMARKS DATE
Not for Construction
For Council Approval
TECHNOLOGY / SECURITY SCALE:
CONDUIT LAYOUT N/A 1
VERTICAL CONDUIT, SCALE:
ANCHOR AND STRAP N/A 2
HORIZONTAL CONDUIT, SCALE:
ANCHOR AND STRAP N/A 3
PULL BOX, SCALE:
INTERIOR WALL - SURFACE N/A 4
PULL BOX, SCALE:
INTERIOR CEILING - SURFACE N/A 5
PULL BOX, SCALE:
INTERIOR CEILING - RECESSED N/A 6
EQUIPMENT RACK, SCALE:
WALL MOUNT (300 LBS. MAX.) N/A 7
TECHNOLOGY AND SECURITY, SCALE:
GROUND BUS BAR N/A 8
FIRE RATED PLYWOOD SCALE:
BACKBOARD N/A 9
SCALE:
BACKBONE CABLE LABELS
N/A
10 SCALE:
HORIZONTAL CABLE LABELS
N/A
11 CATEGORY CABLE, SCALE:
HORIZONTAL DISTRIBUTION N/A 13
SCALE: WIRELESS ACCESS POINT,
WEATHERPROOF PLATE N/A 14
SURVEILLANCE CAMERA, SCALE:
EXTERIOR WALL N/A 15
SCALE: INTRUSION ALARM,
MOTION SENSOR COVERAGE N/A 16
SCALE: INTRUSION ALARM,
DOOR CONTACT N/A 17
0.5" MAX., TYP.
BOTH ENDS
1.2-A00-99 1.2-A00-99
DATA/VOICE UTP CABLE
PANDUIT PN: S050X075YAJ
OR APPROVED EQUAL
1/16" BLACK TEXT ON WHITE LABLE
(DATA CABINET #)-(ROOM #)-(OUTLET #)
TO
LAN
TO
DATADROP
CONNECTOR
TYPE/COLORTO MATCH STATION
FACEPLATE
MODULAR PATCH PANEL
SEE SPECIFICATIONS
CONNECTOR TYPE/COLOR
TO MATCH PATCH PANEL
OR AUDIO VISUAL STATION
PORT LABEL STRIP
PATCH CABLE
(CABLE TO MATCH
JACK COLOR)
CONDUIT,
SIZE AND QTY.
AS NOTED PER PLAN
BACK BOX
PLASTER RING, PAINT BLUE
CABLE-ID
CABLE-ID
CAUTION: CAUTION:
FIBER OPTIC CABLE
(SOURCE)
(DESTINATION)
(CABLE TYPE) (SOURCE)
(DESTINATION)
(CABLE TYPE)
FIBER OPTIC CABLE
MULTI-PAIR COPPER CABLING
FIBER OPTIC CABLE
WORK AREA OUTLET,FIELD DEVICE CABLE
VELCRO STRAP(S),FASTEN TO PATCH PANELREAR CABLEMANAGEMENT BAR
TOP VIEWFRONT VIEW SIDE VIEW
PLASTIC
ZIP TIE
PLASTIC
ZIP TIE
PLASTIC
ZIP TIE
PLASTIC
ZIP TIE
CONDUIT W/BUSHING#12 WOOD SCREW(COARSE THREAD),TOP AND BOTT.,BOTH SIDES(4-TOTAL)PULL BOX W/HINGEDLOCKING LIDHORIZONTAL CONDUIT,SIZE AND QTY. PER PLAN
CEILINGBEAM/JOIST
PULL BOX W/HINGEDLOCKING LID
2X BLK'G
#12 WOOD SCREW
(COARSE THREAD),
TOP AND BOTT.,
BOTH SIDES
(4-TOTAL)
HORIZONTAL CONDUIT,SIZE AND QTY. PER PLAN
HORIZONTAL CONDUIT,SIZE AND QTY. PERPLAN
PULL BOX W/HINGEDLOCKING LID
SURFACERACEWAY
CEILINGBEAM/JOIST
#12 WOOD SCREW
(COARSE THREAD),
TOP AND BOTT.,
BOTH SIDES
(4-TOTAL)
2X BLK'G
12" TO 18" FROM
CEILING
48"
SPACING
(MAX.)
3/16" LAG SCREWW/ WASHER,2" MIN. EMBED INTOSTUD CENTER, TYP.UNISTRUT P1000T,CUT TO FIT.MIN. LENGTH 18" W/2 EA. LAG SCREWFASTENERS, TYP.UNISTRUT CONDUITCLAMP,PROVIDE 1" MIN.CLEARANCE BETWEEN
ADDITIONAL CONDUIT(S)
EMT / RIGID CONDUIT,SIZE AND QTY.
AS NOTED PER PLAN
2" MIN. EMBEDDEPTH2" MIN. EMBEDDEPTH
CABLE LABEL,HELLERMANN TYTONPN: CT2003X2OR EQUALCABLE LABEL,HELLERMANN TYTONPN: CT1503X2OR EQUAL 3/8" WHITE LABELW/ 1/4" MACHINEPRINTEDBLACK TEXT3/8" WHITE LABELW/ 1/4" MACHINEPRINTEDBLACK TEXT 2" MIN. EDGE
CLEARANCE
PROVIDE 1" MIN.
CLEARANCE
BETWEEN
ADDITIONAL
CONDUIT(S)
UNISTRUT CONDUIT
CLAMP
12"
SPACING
BETWEEN
TOP AND
BOTT.
FASTENER
(MAX.)
UNISTRUT P1000T,
CUT TO FIT.
MIN.LENGTH 18" W/
2 EA. LAG SCREW
FASTENERS, TYP.
EMT / RIGID CONDUIT,
SIZE AND QTY.
AS NOTED PER PLAN
16"
MIN.
12" MAX. FROMEDGE OF DOOR
FINISHED
FLOOR
INTRUSION CONDUIT
ROUTED TO TOP OF
HOLLOW METAL
DOOR FRAME,
AND QTY. AS NOTED
PER LEGEND
INTRUSION ALARMCONCEALED MAGNETICDOOR CONTACTDOOR HARDWARE,PROVIDED BYDOOR HARDWARECONSULTANT,DIVISION 08 71 00
EXTERIOR INTERIOR
AS NOTED
PER LEGEND,(+108" MIN.)
EXTERIOR RATED
NETWORK JACK W/
SCREW CAP COVER
EXTERIOR FACEPLATE
GASKET, SEAL WITH
WATER RESISTANT
SILICONE OR CAULK
DEVICEBACK BOX,(BACK BOX SIZE, TRIM RING CONDUIT SIZE/QTY.,HEIGHT, AS NOTEDPER LEGENDCONDUIT WITH BUSHING CAP,BUSHING CAP COLOR SHALLMATCH SYSTEM TYPE
FINISHEDGRADE
EXTERIOR INTERIOR
AS NOTED
PER LEGEND,(+108" MIN.)
DEVICEBACK BOX,(BACK BOX SIZE, TRIM RING CONDUIT SIZE/QTY.,HEIGHT, AS NOTEDPER LEGENDCONDUIT WITH BUSHING CAP,BUSHING CAP COLOR SHALLMATCH SYSTEM TYPE
FINISHEDGRADE
STUD WALLFRAMING
STUD WALLFRAMINGSTUD WALLFRAMINGSTUD WALL
STUD WALL FRAMINGFRAMING
26.00"
22.50"
43.00" 49.00"
16.00"
STUD WALLFRAMING2X BLK'G2X BLK'G
SINGLE-LAYER 3/4"FIRE RETARDANTPLYWOOD BACKBOARD,CUT TO FIT SIZE OFEQUIPMENT RACK
EQUIPMENT RACK
(MAX. LOAD 300 LBS.)
3/8" WOOD LAG SCREW,2" MIN. EMBED INTOBLK'G CENTER,TYP. TOP AND BOTT.,BOTH SIDES(4-TOTAL PER RACK) 2" MIN. EMBEDDEPTH
CONDUIT 1:
YELLOW
(FIBER / DATA)
CONDUIT 2:
ORANGE
(INTRUSION
ALARM)
CONDUIT 3:
GREEN
(LV POWER
SYSTEMS)
CONDUIT 4:
BLUE
(AUDIO-VIDEO)
CONDUIT 5:
RED
(FIRE ALARM)
TYPICAL 2 HOLE LUGS, SECURE TO BAR WITH 2-5/6" BOLTS,
WITH NAMEPLATES MOUNTED ABOVE. PROVIDE NUMBER OF
LUGS AS REQUIRED
BARE COPPER GROUND BUS BAR
3/4" FIRE RATED PLYWOOD BACKBOARD
PROVIDE ISOLATION SUPPORT SPACERS AS REQUIREDMOUNTING LOCATIONPER PLAN 3/8" WOOD LAG SCREW, 3/4" MIN. EMBED
MAIN BONDING CONDUCTORFOR TELECOMMUNICATIONS:
#4 AWG TO GROUNDING
ELECTRODE SYSTEM (PERELECTRICAL)
7 7
5 6
35 4
1 2
2 8
5 1
4 4
36 BONDING CONDUCTOR(S)FOR TELECOMMUNICATIONS:
#6 AWG TO DIVISION 27,
DIVISION 28 EQUIPMENT ASREQUIRED
8 TYP.
TYP.
#12x1-1/2" ITW BUILDEX TRUEGRIP GT OF EQUAL AT EACH CORNER OF CABINET INTO PLYWOOD.
PANELS UNDER 20 LBS (IF REQUIRED)
PANELS 20 LBS TO 100 LBS (IF REQUIRED)
STUD WALL FRAMING
323
1 123456
PLYWOOD BACKBOARD TO STUD CENTERS USE; #12 WOOD SCREW(COARSE THREAD) AT 12" O.C. AT PERIMETER STUDS, AND 24" O.C. TOFIELD STUDS. VERIFY CENTER LINE TO STUD. 1 3 4 52
4 5
66 SINGLE-LAYER 3/4" FIRE RETARDANT PLYWOOD BACKBOARD, CUT TOFIT LENGTH OF WALL CAT# CABLE
RJ-45 JACK
CAT# CABLE
RJ-45 JACK
CAT# CABLE
RJ-45 JACK
CAT# CABLE
RJ-45 JACK
WORK AREA OUTLET JACK FACE PLATE
IDF - RM - ID
TO DATA
PATCH PANEL
TO DATAPATCH PANEL
TO DATAPATCH PANEL
TO DATA
PATCH PANEL
IDF - RM - ID
EXTERIOR BACKBONE / INTERIOR HORIZONTAL CONDUITS
CONDUIT FILL CHART
40% FILL RATIO MAXIMUM
NOTE: CONTRACTOR SHALL BE REQUIRED
TO UPSIZE CONDUIT AND/OR QTY AS
NOTED PER FILL RATIO CABLE CAPACITY.
1-1/4"
2"
1"
4"
CONDUIT
DIA.
FILL RATIO
(0.250" DIA.)
6-CABLES
10-CABLES
26-CABLES
102-CABLES
4 3
1 1/2" NYLON MULE STRING,
PN: NEPTCO WP900P
(1) EA. 2" CONDUIT
NOTE: AT ALL GROUND BOX, PULL BOX AND JUNCTION BOX
LOCATIONS, THE ENDS OF CONDUITS SHALL BE PAINTED
AND LABELED WITH CONDUIT IDENTIFICATION NUMBER.
(1) EA. 4" CONDUIT,OCCURS AT EXTERIOR BACKBONE ONLY
2 1" FIBER OPTIC INNER-DUCT
34 2 1 1 1 1
4 4 4 4
1 (SOURCE)
(DESTINATION)
(CABLE TYPE)
(SOURCE)
(DESTINATION)
(CABLE TYPE)
8' AFF
MIN
10'AFF
MAX
27' MIN/34' MAX
I
L E
ST TA OF CA
E
R
GIS
PR
RE
TE
D
OFESS
I
R F0 NIA
IN
R
EE
NG
ONAL E
C E EC L TR I L A
No. E 16762
EXP. 9-30-24
N
I MAR S. EI DA Z
1209 Pleasant Grove Blvd.Roseville, CA 95678p 916-771-0778 MEP & FS / Sustainability / CxA www.lpengineers.com T
R H
I
A C
TCR MO
I E
E
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B
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A
D
Ren. 9/30/23
No. C 30345
H
CALIF
A
OR I N S OF T TA E
DSA BACK CHECK
DSA PLAN CHECK
CONSTRUCTION
BIDDING
DRAWING STATUS
DATE
ARCHITECT ENGINEER
Drawing Number
Drawn
Application Number
Date
GENERAL NOTES
1. This sheet is part of a set and is not to be used alone.2. This sheet is not to be used for construction unless the architect's stamp and signature appear on the drawings and the status box indicated drawings have been released for construction.
3. These plans and prints thereof, as instruments of service, are owned by the architect and are for use on this project only. Reproduction and/or distribution without the prior written consent of the architect is forbidden.
4. Copyright Studio W Associates, Inc. 2022.
REVISION HISTORY
KEY PLAN
Studio W Architects
1930 H Street
Sacramento, California 95811
[ T ] 916.254.5600
www.StudioW-Architects.com
PRINT DATE:
FILE PATH:
DSA STAMP
Project Number
Checked
Job #: 22-2233
12/14/2023 1:14:30 PM
C:\Users\ljohnson\Documents\22-2233_Roseville Johnson Pool_r21_ljohnson424VL.rvt T6.1 99% PLANS
JZ
XX-XXXXXX
12/14/2023
JOHNSON POOL PHASE II
100 D STREET
ROSEVILLE, CA 95678
TECHNOLOGY DETAILS
23022
LPCE
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
CITY OF ROSEVILLE
DATE SIGNED: 12/14/2023
NO. REMARKS DATE
Not for Construction
For Council Approval
R
R
A Division of PORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424 (616) 888-3500 GENERAL:
2022 CALIFORNIA BUILDING CODE
RISK CATEGORY: II
DEAD LOAD:
ROOF DEAD LOAD: 2 PSF
FRAME DEAD LOAD: SELF WEIGHT
LIVE LOAD:
ROOF LIVE LOAD: 20 PSF
SNOW DESIGN DATA:
GROUND SNOW LOAD (Pg): 0 PSF
FLAT ROOF SNOW LOAD (Pf): 0 PSF
SNOW EXPOSURE FACTOR (Ce): 1.0
SNOW LOAD IMPORTANCE FACTOR (Is): 1.0
THERMAL FACTOR (Ct): 1.2
ROOF SLOPE FACTOR (Cs): 1.0
DRIFT SURCHARGE LOAD (Pd): 0 PSF
WIDTH OF SNOW DRIFT (w): 0 FT
MINIMUM HORIZONTAL SEPARATION DISTANCE (s): 20 FT
WIND DESIGN DATA:
BASIC WIND SPEED (V): 95 MPH
ALLOWABLE STRESS DESIGN WIND SPEED (Vasd): 74 MPH
GUST EFFECT FACTOR (G): 0.85
INTERNAL PRESSURE COEFFICIENT (GCpi): 0
WIND EXPOSURE: C
SEISMIC DESIGN DATA:
STEEL ORDINARY CANTILEVER
COLUMN SYSTEMS
SEISMIC IMPORTANCE FACTOR (Ie): 1.0
SEISMIC DESIGN CATEGORY: D
SEISMIC SITE CLASS: D DEFAULT
SHORT SPECTRAL RESPONSE (Ss): 0.44
1-SEC SPECTRAL RESPONSE (S1): 0.22
DESIGN SHORT SPECTRAL RESPONSE (SDS): 0.43
DESIGN 1-SEC SPECTRAL RESPONSE (SD1): 0.48
SEISMIC RESPONSE COEFFICIENT (Cs): 0.34
RESPONSE MODIFICATION COEFFICIENT (R): 1.25
EQUIVALENT LATERAL FORCE PROCEDURE
SEE CALCULATIONS FOR ADDITIONAL DATA
ADDITIONAL CRITERIA:
NONE
R
by PORTER CORP
WWW.POLIGON.COM
MAIN: (616) 888-3500
FIELD SUPPORT: (616) 888-3504
GENERAL NOTES:
1. UNLESS NOTED OTHERWISE, THIS STRUCTURE WAS DESIGNED TO ONLY SUPPORT WHAT IS SHOWN ON THESE DRAWINGS. POLIGON MUST BE CONTACTED IF ANYTHING ELSE IS TO BE ATTACHED TO THIS STRUCTURE (WALLS, COLUMN WRAPS, RAILINGS, ETC.) SO THE DESIGN OF THIS STRUCTURE CAN BE REVIEWED AND POSSIBLY REVISED.
2. THE ENGINEERING SEAL FOR THE STRUCTURE DETAILED IN THESE DRAWINGS IS ONLY VALID IF PORTER CORP DESIGNS AND FABRICATES THE STEEL COMPONENTS.
FABRICATING THE STEEL COMPONENTS ELSEWHERE VOIDS THE ENGINEERING PROVIDED BY PORTER CORP.
3. UNLESS NOTED OTHERWISE, THIS STRUCTURE WAS DESIGNED ASSUMING A 20'
SEPARATION BETWEEN ANY ADJACENT STRUCTURE WITH AN EAVE HEIGHT EQUAL TO OR GREATER THAN THE EAVE HEIGHT OF THIS STRUCTURE (SEE SNOW DESIGN DATA). IF THAT SEPARATION DOES NOT EXIST AND THE GROUND SNOW LOAD (Pg) IS GREATER THAN 0
PSF, POLIGON MUST BE CONTACTED SO THE DESIGN OF THIS STRUCTURE CAN BE REVIEWED AND POSSIBLY REVISED.
4. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE
WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION MANUAL REFERENCED IN THE GOVERNING BUILDING CODE.