Agenda packet — Buellton City Council, February 9, 2023

CITY OF BUELLTON

CITY COUNCIL AGENDA
Regular Meeting of February 9, 2023 – 6:00 p.m.

City Council Chambers, 140 West Highway 246
Buellton, California
Council meetings will be conducted in person and the public is welcome to attend.

Written comments will not be read aloud but can be sent to the City Council via email at [email protected] (please reference agenda item number/subject matter, and include your name and address). The public can observe Council meetings via City TV Live Stream at:
http://www.cityofbuellton.com/government/cityTV.php
Members of the public can observe and address the meeting electronically by clicking here.

CALL TO ORDER
Mayor Dave King

PLEDGE OF ALLEGIANCE

ROLL CALL
Council Members, Hudson Hornick, Elysia Lewis, David Silva, Vice Mayor John Sanchez, and Mayor Dave King

REORDERING OF AGENDA
PUBLIC COMMENTS Speaker Slip to be completed and turned in to the City Clerk prior to commencement of meeting. Any person may address the Council on any subject pertaining to City business, including all items on the agenda not listed as a Public Hearing, including the Consent Agenda and Closed Session. Limited to three (3) minutes per speaker. By law, no action may be taken at this meeting on matters raised during Public Comments not included on this agenda. Public Speakers using a translator are allotted a total of six (6) minutes to speak, unless simultaneous translation equipment is used.

CONSENT CALENDAR (ACTION)
The following items are considered routine and non-controversial and are scheduled for consideration as a group. Any Council Member, the City Attorney, or the City Manager may request that an item be withdrawn from the Consent Agenda to allow for full discussion. Members of the Public may speak on Consent Agenda items during the Public Comment period.

1. Minutes of January 26, 2023 Regular City Council Meeting

2. List of Claims to be Approved and Ratified for Payment to Date for Fiscal Year 2022/2023

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City Council Meeting Agenda Page 2 February 9, 2023

3. Six-Month Report for Fiscal Year 2022-23 from the Buellton Visitors Bureau  (Staff Contact: Finance Director Shannel Zamora)

PRESENTATIONS

PUBLIC HEARINGS (POSSIBLE ACTION)

4. Resolution No. 23-01 – “A Resolution of the City Council of the City of Buellton, California, Adopting the Measure A Five-Year Local Program of Projects for Fiscal Years 2023/2024 – 2027/2028”
 (Staff Contact: Public Works Director Rose Hess)

COUNCIL MEMBER COMMENTS/ITEMS

WRITTEN COMMUNICATIONS
Written communications are included in the agenda packets. Any Council Member, the City Manager, or City Attorney may request that a written communication be read into the record.

COMMITTEE REPORTS This Agenda listing is the opportunity for Council Members to give verbal Committee Reports on any meetings recently held for which the Council Members are the City representatives thereto.

BUSINESS ITEMS (POSSIBLE ACTION)

5. Discussion of Strategic Goals and Objectives for Biennial Budget FY 2023/24 and FY 2024/25
 (Staff Contact: Finance Director Shannel Zamora)

6. Review of Design and Budget for 202 Dairyland Road
 (Staff Contact: Public Works Director Rose Hess)
CITY MANAGER’S REPORT

ADJOURNMENT
The next meeting of the City Council will be held on Thursday, February 23, 2023 at 6:00 p.m.

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City Manager Review: SW
Council Agenda Item No.: 1

CITY OF BUELLTON

CITY COUNCIL MEETING MINUTES
Regular Meeting of January 26, 2023
City Council Chambers, 140 West Highway 246
Buellton, California

CALL TO ORDER
Mayor King called the meeting to order at 6:00 p.m.

PLEDGE OF ALLEGIANCE

ROLL CALL

Present: Council Members Hudson Hornick, Elysia Lewis, David Silva, Vice Mayor John Sanchez, and Mayor Dave King
Staff: City Manager Scott Wolfe, Finance Director Shannel Zamora (Via Zoom), City Clerk Linda Reid, City Attorney Greg Murphy (Via Zoom), and Public Works Director Rose Hess

REORDERING OF AGENDA
None

PUBLIC COMMENTS
Tim Mahoney, Public Affairs Manager for Southern California Gas spoke via Zoom regarding the high cost of natural gas this winter.

Bill Bauer, Buellton, requested funding from the City to refurbish and resupply the Community Emergency Response Team (CERT) trailer at Ranch Club Mobile Estates and to pay for CERT training for Ranch Club residents.

Lt. Mark Valencia, spoke about the ongoing problem of human trafficking and its impact on the community and stated he’s looking into scheduling an informational training session with community organizations, which will assist in identifying the signs of human trafficking.

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City Council Meeting Minutes Page 2 January 26, 2023

CONSENT CALENDAR

1. Minutes of January 12, 2023 Regular City Council Meeting

2. List of Claims to be Approved and Ratified for Payment to Date for Fiscal Year 2022/2023

3. Monthly Treasurer’s Report – December 31, 2022

4. Receive Fiscal Years 2023-24 and 2024-25 Biennial Budget Process Schedule MOTION:

Motion by Vice Mayor Sanchez, seconded by Council Member Lewis, approving Consent Calendar Items 1 through 4 as listed.

VOTE:

Motion passed by a roll call vote of 5-0.

Council Member Hornick - Yes
Council Member Lewis – Yes
Council Member Silva – Yes
Vice Mayor Sanchez – Yes
Mayor King - Yes

PRESENTATIONS
None

PUBLIC HEARINGS
None

COUNCIL MEMBER COMMENTS/ITEMS
Council Member Lewis requested that staff bring back the Avenue of Flags Specific Plan for review and discussion pertaining to architectural styles. City Manager Wolfe stated this item will be brought back during the upcoming goal setting meeting.

Council Member Silva announced that he and Council Member Hornick attended the League of California Cities New Mayors and Council Members conference in Sacramento and requested that staff bring back a few items for future discussion, including, a revised conflict of interest policy, adding additional social media communication methods, and adding a Spanish version of the agenda and packet to the website. The Council agreed by consensus to bring back the items referenced above for further discussion.

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City Council Meeting Minutes Page 3 January 26, 2023
Council Member Hornick requested that staff look into traffic calming measures on Highway 246 through Buellton. City Manager Wolfe stated this issue is in progress through the Circulation Element. Council Member Hornick also requested that staff look into adding a crosswalk on South Avenue of Flags from Rancho de Maria to Flying Flags RV Resort. Council Member Hornick requested that staff add a California State Flag on the Avenue of Flags. The City Council agreed by consensus to bring back the items referenced above for further discussion.

Vice Mayor Sanchez requested that staff look into adding truck or large vehicle parking on the Avenue of Flags. Vice Mayor Sanchez thanked the Public Works staff for installing the new banners on the Avenue of Flags.

WRITTEN COMMUNICATIONS
None

COMMITTEE REPORTS
Vice Mayor Sanchez announced that he attended the Buellton Chamber of Commerce and Visitors Bureau Board meeting and provided an oral report regarding the meeting.

Vice Mayor Sanchez announced that he attended the Central Coast Water Authority (CCWA) Board meeting and provided an oral report regarding the meeting.

BUSINESS ITEMS

5. Discussion Regarding Flood Review in Development Process RECOMMENDATION:

That the City Council receive flood information for discussion and give direction to staff regarding any additional actions to be taken.

STAFF REPORT:

Public Works Director Hess presented the staff report.

SPEAKERS/DISCUSSION:

The City Council discussed the flood review process and how potential development could affect existing development areas and that staff has conducted appropriate flooding studies regarding the proposed BUE-17 project site.

DOCUMENTS:

Staff report with attachments as listed in the staff report.

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City Council Meeting Minutes Page 4 January 26, 2023

6. Discussion Regarding Village Park Playground Facilities CONFLICT OF INTEREST:

Council Member Silva declared a conflict of interest with Item 6 due to the proximity of his residence to Village Park and left the dais at 7:10 p.m.

RECOMMENDATION:

That the City Council discuss the playground facility option presented and provide direction to staff.

STAFF REPORT:

Public Works Director Hess presented the staff report.

SPEAKERS/DISCUSSION:

The City Council discussed adding a large shade structure, additional swings, and a specialneeds swing at Village Park.

Angela (last name unknown), speaking via Zoom, thanked the Council for considering the addition of shade and swings at Village Park.

DOCUMENTS:

Staff report with attachments as listed in the staff report.

DIRECTION:

The City Council agreed by consensus to direct staff to bring this issue back for further discussion regarding costs and plans, including a large shade structure, five swings (1 special needs swing, 2 infant swings, and 2 standard swings).

Council Member Silva returned to the dais at 7:28 p.m.

CITY MANAGER’S REPORT
City Manager Wolfe provided an informational report for the record.

ADJOURNMENT
Mayor King adjourned the regular meeting at 7:33 p.m. The next regular meeting of the City Council will be held on Thursday, February 9, 2023 at 6:00 p.m. _________________________________
Dave King
Mayor
ATTEST:
_________________________________
Linda Reid
City Clerk

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CITY OF BUELLTON
City Council Agenda Staff Report
City Manager Review: SW
Council Agenda Item No.: 2

To: The Honorable Mayor and City Council
From: Shannel Zamora, Finance Director
Meeting Date: February 9, 2023
Subject: List of Claims to be Approved and Ratified for Payment to Date for Fiscal Year 2022/2023
______________________________________________________________________________

BACKGROUND
Staff is required to submit a check register to the City Council for approval every Council meeting for the most recently completed check register (Attachment 1).

The check register for the period 01/14/2023 through 01/27/2023 has been prepared in accordance to Government Code section 37202 and Buellton Municipal Code section

3.08.070. The check register lists all vendor payments for the specified period above, along with claimant’s name, a brief description of the goods or service purchased, amount of demand, check number, check date and the account number(s) associated with each payment.

The total amount of checks, 01/14/2023 through 01/27/2023, and electronic fund transfers issued for the period of 01/14/2023 through 01/27/2023 was $401,147.21.

FISCAL IMPACT
Payments made to the various vendors were consistent with the approved City’s Budget for FY 2022/23. Cash is available for the payment disbursements of the above liabilities.

RECOMMENDATION
That the City Council review and accept the check register for the period 01/14/2023 through 01/27/2023.

ATTACHMENTS
Attachment 1 – Claims

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CITY OF BUELLTON
City Council Agenda Staff Report
City Manager Review: SW
Council Agenda Item No.: 3

To: The Honorable Mayor and City Council
From: Shannel Zamora, Finance Director
Meeting Date: February 9, 2023
Subject: Six-Month Report for Fiscal Year 2022-23 from the Buellton Visitors Bureau

BACKGROUND
Attachment 1 is the Six-Month Report from the Visitors Bureau for activities from July 1, 2022 through December 31, 2022, as required by the City’s contract with the Chamber of Commerce for operation of the Visitors Bureau. The Six-Month report will be posted on the City’s website.

RECOMMENDATION
That the City Council receives the Six-Month Report from the Buellton Visitors Bureau.

ATTACHMENTS
Attachment 1 – 2022-23 Buellton Visitors Bureau Six-Month Report

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Buellton Visitors Bureau 6 month report (July 2022 – December 2022) The following report is of the activities that have occurred in the first 6 months of the fiscal year July 1, 2022 – December 31, 2022.

The Transient Occupancy Tax (TOT) for Buellton in the first six months is trending very closely to what we saw last year. Our occupancy rate has remained steady with an average of 73% for the first half of the fiscal year.

The Visitors Bureau continues to work with Solutions on 2nd who assists with our digital marketing strategy and implementation and works closely with Madden Media on the development and execution of our digital programs.

Solutions on 2nd continues to provide content for our social media accounts, produce blogs and create content for our website. We continue to see an uptick in our following and we strive to get organic followers since they have a higher engagement rate. We have kept our audience interested and informed with our monthly newsletters, which go out to those who have opted in from our website and contain content such as: stories, images, articles, and travel ideas with the readers so they may keep Buellton top of mind. The following is an overview of our Marketing & Advertising programs we’ve implemented or continued to implement in the first half of the fiscal year.

1. Promotion of Buellton Travel & Businesses
○ While we’ve completed the recording for our Meet Us In Buellton podcast, we had a few episodes air after the start of the new fiscal year. The content from this podcast will continue to remain evergreen on our website and podcast portal. We have had 329 listens, with Los Angeles being our largest demographic tuning in. https://audioboom.com/channels/5052733

2. Discover Buellton Exclusives Pass
○ This program started at the end of last fiscal year and will continue through this fiscal year. This program allows locals and visitors to download this pass onto their phones and receive discounts as they visit participating businesses. While at these locations they may “check-in”. After so many check-ins they are eligible to receive a Buellton prize, which is redeemable at the Visitors Center. This program was implemented to move people throughout our city and support our local businesses. So far, the users have been from Buellton to Los Angeles and cities in between with Brick Barn Wine

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Estate, Hitching Post 2, Fig Brew, Buscador Winery and LaFond Winery being some of the top offers redeemed.

3. Central Coast Tourism Council (CCTC) Co-op
○ We partnered with CCTC on a cooperative opportunity to reach the Denver and Reno area with the Stressed Moms campaign. This was targeted to the moms in these regions to encourage them to travel with their friends to the Central Coast and enjoy some time to relax and take in some outdoor adventure.

4. Promotion of Buellton Events -
○ We continue to promote our local events to our visitors. This year we had a couple of new events take place in December which offered our visitors more reasons to visit Buellton.
● Buellton Fall Fest (November)
● Taste of the Valley (November)
● Buellton Winter Fest (December)
● Enchanted Light Garden Tour (December)
● Cowboy Christmas (December)
360 View PR continues to be our public relations partner who reaches out to travel writers and media through leads and story pitches that are relevant to Buellton. With their help we’ve been able to:

Secure 22 stories that were about Buellton or included Buellton. A few of the top national outlets that coverage was secured in were Yahoo, NBC, Matador Network, and more. The combined total of publication-wide audience figures for all the outlets that featured these stories is 7 billion.

A few of the top headlines:
● The 10 Cutest Small Towns on the West Coast – Yahoo
● The Best Small Towns in the United States to Visit in 2023 – Matador Network ● ‘Enchanted’ Lights Are Shimmering at a Beautiful Buellton Garden – NBC Los Angeles ● Hotel Hygge Offers a Taste of Danish Comfort in Buellton, California – Matador Network ● 15 Retro, Revamped California Inns for a Pitstop Along Your Road Trip Adventure – Thrillist We also had the opportunity to host a travel writer in August who stayed at the Hampton Inn, enjoyed wine tasting and dining at some of our restaurants during their stay. 360 View PR also traveled to the San Francisco Media Mission to meet with journalists and travel writers where they pitched story ideas about Buellton.

We are pleased to continue working with Madden Media, an industry leader when it comes to digital marketing. Madden Media assists with a variety of items which help with our digital footprint and keep Buellton at the top of people’s minds and online searches.

Here are some of the items we work with Madden Media to produce for Discover Buellton. ● Creative Banner Ad Set
● Google SEM – General Leisure
● Google Ads Prospecting Banners

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● Facebook / Instagram Ads Click to Site
● Facebook / Instagram Remarketing
● Google Video Distribution
Income / Expenses
Income received from July – December was $223,865.66.

Expenses incurred from July 1 – December 31 were $203,260.61.

Print / Digital
We continue to place print and digital ads where it makes sense and is relevant. Now that people are traveling again, we receive requests for information about our area and those who come in the visitor’s center, pick up print pieces, such as maps, tasting coupons and brochures on local attractions. Ad placements reach domestic and international markets, highlighting all there is to do and see in Buellton.

We also maintain our co-op marketing with the Central Coast Tourism Council which allows us to be a part of a larger voice and showcase our location amongst the other Central Coast communities.

Visit Santa Ynez Valley – We purchased a full-page ad in the Santa Ynez Valley Visitor Guide which carried a message of, “Explore the unexplored”. We also added a QR code which directs readers to our Discover Buellton video to inspire their next trip to Buellton.

Certified Folder Display Rack – We are working with Certified Folder on two items. First, we have contracted with them to place our Brochures in their rack displays. This will allow people visiting those places to pick up material on Buellton. Next, we are working with Certified Folder on the Central Coast Tourism Council (CCTC) Map. We’ve purchased a regional listing and a hidden gem photo on the map along with a listing for the SYVBotanic Garden. This is the only piece produced by CCTC, so it is one we continue to be a part of for the exposure.

California 101 Travel Guide – We used this publication to promote our fall and winter events in Buellton.

This is distributed from LA to Paso Robles, so placing our events in this demographic draws people from across these regions.

Yosemite Journal – We purchased a ¼ page ad as a co-op with CCTC and focused on outdoor adventure.

This purchase comes with print, digital across various platforms through National Parks & Yosemite Journal, and we receive leads from those wanting more information.

Central Coast Tourism Council Digital Program – This is the “Stressed Mom” campaign that is in only digital form and reaches an audience in Denver and Reno, focusing on Mom getaways and friends traveling together to unwind, relax, and enjoy our outdoor experiences.

California Road Trips – This is a piece done by Visit CA, our state tourism organization. It identifies various road trips in California. Buellton participates with the Central Coast Tourism Council and their partners on a co-op piece within the guide. Being off Hwy 101, Buellton lends itself to road trippers and offers a plethora of services for the traveler.

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Adamo Nest - This is a Canadian publication focusing on American travel. A single image was used with a QR code directing the readers to the Discover Buellton website. We continue to see a Canadian audience and this is a way to reach those visitors.

Social Media / E Marketing
Meet us in Buellton Podcast - The podcast continued to run into this fiscal year. We’ve been able to interview various people to talk about our local businesses, attractions, events, and the history of Buellton. These episodes remain evergreen on our website and podcast portal and are available for people to listen in at their leisure.

Visit Widget – This is a trip planning tool that operates in harmony with our website. Visit Widget also has an app that we promote and invite people to download so they may begin planning their next trip to Buellton. As an in market tool, it allows our visitors to create and map out itineraries during their visit.

These itineraries may then be shared or printed. In addition to the app, we also have two kiosks in the Visitors Center that guests may use as well.

Facebook, Instagram, Twitter & Pinterest– We work with Solutions on 2nd to oversee and execute our social media strategy and implementation. These platforms allow us a way to communicate with our audience any time of the day in different ways. Instagram is more visual, and image driven whereas Facebook is more information driven to support an image we may share. We repurpose our Facebook posts to Twitter since this is a unique platform and most of our traffic can be found on Facebook and Instagram.

Web
Our web developer, Park Central Webs assists with our website development, hosting and maintenance of the site. Park Central is a local company who works closely with our team on troubleshooting and strategizing so our site reaches its fullest potential.

Graphic Design
UVA Design Studios continues to be our partner with graphic work whether it be for our print ads, billboard displays, web graphics, Winter Fest postcards and posters.

Economic Development
Billboard wrap – We continue to change out the billboard on McMurray Rd which welcomes our visitors to Buellton and showcases events taking place in Buellton. We change this sign out about 4 times a year.

REACH – We continue to have a seat at the table with this regional economic development coalition. The goal is to drive action and economic planning across industry sectors, county lines and political aisles.

Traffic Counts
Walk-ins - The visitor traffic into the visitors center continues to come back since the pandemic. Most come in looking for information, maps, wine tasting coupons, and general information.

Calls & Mailing – We continue to see call volume increase and with the return of events, we receive a variety of calls asking about events and other things to do in our area. We also receive requests for information to be mailed to our visitors who want to do some research prior to their visit.

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Visitor Welcome Bags – We’ve been able to prepare welcome bags for groups coming in and staying in our lodging properties. Whether for weddings, family reunions, or groups, we appreciate the opportunity to put these together and provide information and a little Buellton swag for our visitors so they may have the information they need to enjoy their stay in Buellton.

Sponsorships & Donations
Buellton Fall Fest – For a second year in a row, we were able to support this great event as thousands of people descended onto the Avenue of Flags to enjoy the carnival, live music, food and much more. The Buellton Fall Fest has proven to be a big success and showcases our city to the surrounding communities and visitors as well. Discover Buellton was a presenting sponsor and received a great deal of exposure throughout the event.

Enchanted Light Garden Tour - This was the inaugural year for this event at the SYV Botanic Garden.

Discover Buellton was an ornament sponsor and provided a great deal of advertising through our PR team to bring people to the garden. The event turned out to be a huge success and we look forward to supporting it in the future. Visitors from near and far came to stroll through the garden, get a photo with Santa, feed live reindeer, and enjoy all the festivities that took place.

Events
Buellton Winter Fest – This signature event continues to grow and draw attention across the valley and region. We brought back the snow, vendors, live performances, and the tree lighting. This year we had EnFuego Events come in to assist with the logistics since this event is growing each year. We had a great turnout with no issues reported.

Organizations & Meetings
Central Coast Tourism Council (CCTC) – The Buellton Visitors Bureau continues to be a member of the Central Coast Tourism Council. Kathy serves as the Treasurer on the Board of Directors and has a seat on the Rural Region Committee with Visit California. This organization represents the regions from Monterey/Santa Cruz area to Ventura/Oxnard and the Channel Islands. It is considered a rural region of California and we work in collaboration with all the members to promote this region and do together what we cannot do on our own.

DMA West – We met in person, in Ventura, this year and had a chance to learn trends and tips from other CVB’s and tourism professionals, as well as discuss challenges, strategies, and solutions when it comes to tourism. This organization supports and provides resources for Destination Marketing Organizations across the west and provides the means for us to collaborate and network with other DMO’s.

CCTC Workshop – The Central Coast Tourism Council hosted an in person workshop this year which allowed us to not only network, but also plan for next stages of marketing and what our goals are moving forward. This is a great group of tourism professionals who come together to market the Central Coast Region and bring awareness of the space between the gateway cities (SF and LA).

Conclusion

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In conclusion, the Buellton Visitors Bureau continues to market Buellton as a destination. Whether it be print or digital, we strive to reach our audience and continue to inspire them to book their vacation to Buellton.

We’ve renewed contracts with our partners, continued and initiated marketing campaigns. We continue to work with the Central Coast Tourism Council, Visit the Santa Ynez Valley and the regional economic development coalition called REACH. All of these partnerships make it possible to share in a louder voice, reach new markets, and have a voice at the table.

Our PR firm continues to do outreach on our behalf, pitching stories, setting up itineraries for visiting travel writers, and promoting our events to travel media. All of this places Buellton in front of the readers and allows them to learn more about our destination.

Coming off a record setting year for TOT, we hope to continue to see a rise in tourism this fiscal year. We saw the opening of Hotel Hygge which will provide 23 new rooms to our lodging inventory. We look forward to new businesses opening in the second half of the year which will provide more services to our visitors.

The Buellton Visitors Bureau appreciates the opportunity to promote Buellton as a destination and work alongside the City of Buellton to enhance our community.

Respectfully Submitted,
Kathy Vreeland
Kathy Vreeland, Executive Director

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CITY OF BUELLTON
City Council Agenda Staff Report
City Manager Review: SW
Council Agenda Item No.: 4
To: The Honorable Mayor and City Council
From: Rose Hess, Public Works Director
Meeting Date: February 9, 2023

Subject: Resolution No. 23-01 - “A Resolution of the City Council of the City of Buellton, California, Adopting the Measure A Five-Year Local Program of Projects for Fiscal Years 2023/2024 – 2027/2028” ______________________________________________________________________________

BACKGROUND
On November 4, 2008, the voters of the County of Santa Barbara approved Measure A – the Road Repair, Traffic Relief and Transportation Safety Measure. As a result, the local sales tax rate was continued countywide by ½ cent effective April 1, 2010. The transportation sales tax will remain in effect for 30 years, with the revenues being allocated for transportation improvements identified in the Measure A Investment Plan. Any projects funded with Measure A revenues must be identified in the five-year Measure A Program of Projects (POP).

The five-year POP must be approved through a public hearing and the approved program must be forwarded to the Santa Barbara County Association of Governments by March 31, 2023.

The Measure A funds have been used to supplement the City’s local general funds allocated to its road maintenance, striping, sidewalk improvements and transit subsidy. The City has used Measure A funds to subsidize the Dial-A-Ride program, part of the Santa Ynez Valley Transit operations, which is funded by the Cities of Solvang and Buellton and the County of Santa Barbara.

The City will continue to utilize Measure A Funds to support other City transit obligations such as the Wine Country Express and Breeze 200. Historically, the City has utilized General Fund to support transit since all of its TDA allocations are provided to the City of Solvang for operation of the Santa Ynez Valley Transit. The City is required to provide a minimum of 5% of its Measure A local fund towards alternative transportation.

During the April 10, 2014, Council meeting, Council discussed the potential to utilize local Measure A funds towards its Bicycle and Pedestrian Master Plan implementation,

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Resolution No. 23-01 Page 2 February 9, 2023
specifically the proposed multi-purpose trail along the south city limits. These would be eligible uses and upon actual expenditure would be counted towards the City’s requirement for alternative transportation. As part of this five year POP, staff has continued to identify $10,000 each fiscal year to allocate towards this future project.

Exhibit “A” within Resolution No. 23-01 provides the estimate of Measure A revenues and the proposed maintenance and transit allocations for the next 5 years.

FISCAL IMPACT
Each year the City of Buellton receives a portion of the revenues derived from Measure A sales tax receipts based on population. Estimated revenue anticipated from Measure A for the next five year period is approximately $2,309,265. The annual allocations estimated are as follows:

FY 2023-24 FY 2024-25 FY 2025-26 FY 2026-27 FY 2027-28
$441,911 $455,937 $460,558 $468,907 $481,952

RECOMMENDATION
That the City Council consider adoption of Resolution No. 23-01 – “A Resolution of the City Council of the City of Buellton, California, Adopting the Measure A Five-Year Local Program of Projects for Fiscal Years 2023/2024 – 2027/2028”

ATTACHMENTS
Resolution No. 23-01 (Exhibit A)

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RESOLUTION NO. 23-01

A RESOLUTION OF THE CITY COUNCIL

OF THE CITY OF BUELLTON, CALIFORNIA,

ADOPTING THE MEASURE A FIVE-YEAR LOCAL

PROGRAM OF PROJECTS FOR FISCAL YEARS
2023/2024 – 2027/2028
A. Recitals
WHEREAS, on November 4, 2008, the voters of Santa Barbara County (“County”) approved Ordinance No. 5, the Road Repair, Traffic Relief and Transportation Safety Measure known as Measure A; and
WHEREAS, the Ordinance provides that the County Local Transportation Authority shall annually approve a program of projects submitted by local jurisdictions identifying those transportation projects eligible for Measure A funds during the succeeding five-year period; and WHEREAS, the City of Buellton was provided with an estimate of annual Measure A local revenues for Fiscal 2023/2024 – 2027/2028; and
WHEREAS, on February 9, 2023, the City of Buellton conducted and concluded a duly noticed public hearing in accordance with Section 18 of the Ordinance prior to the adoption of this Resolution; and
WHEREAS, all legal prerequisites have occurred prior to the adoption of this resolution.

B. Resolution. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Buellton as follows:

SECTION 1. The City Council finds that all of the above recitations are true and correct and, accordingly, are incorporated as a material part of this Resolution.

SECTION 2. The City of Buellton does hereby adopt the attached Five-Year Program for Projects (Exhibit “A”) to be funded in part with Measure A revenues.

SECTION 3. The City of Buellton certifies that it will include in its budget an amount of local discretionary funding for local streets and roads sufficient to comply with the Maintenance of Effort requirements contained in Section 27 of the Ordinance.

SECTION 4. The City of Buellton will not use Measure A revenues to replace private developer funding which has been committed to a transportation project or would otherwise be required under current City policies.

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Resolution No. 23-01 Page 2 February 9, 2023
SECTION 5. The City of Buellton has complied with all other applicable provisions and requirements of the Ordinance.

SECTION 6. The City Clerk shall certify to the adoption of this Resolution.

PASSED, APPROVED and ADOPTED this 9th day of February 2023. _________________________________
Dave King
Mayor
ATTEST:
__________________________________
Linda Reid
City Clerk

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Local Street & Transportation Improvements Total Project Cost For Santa Barbara County Only Project Descriptions
FY 2021/22
Actual
Expenditures
Carry-over
from FY
2021/22
Carry-over
from FY
22/23
FY 23/24 FY 24/25 FY 25/26 FY 26/27 FY 27/28 TOTAL Measure A Revenues Local State Federal TOTAL Non-Measure A Revenues Class 2 Bikeway Maintenance
Expenditure - Count as
Alternative Transportation
Expenditure
Maintainance, Improvement or Construction of Roadways & BridgesRoad Maintenance, slurry seal and R&R 376,352 $297,911 $358,937 $313,558 $371,907 $334,952 $1,677,265 $0 $1,677,265 $0 $0 $0$0 $0 $0
TOTAL 0 $0 $297,911 $358,937 $313,558 $371,907 $334,952 $1,677,265 $0 $0 $0 $0 $1,677,265 $0 Alternative Transportation Expenditures Total Project CostProject Descriptions FY 2021/22
Actual
Expenditures
Carry-over
from FY
2021/22
Carry-over
from FY
22/23
FY 23/24 FY 24/25 FY 25/26 FY 26/27 FY 27/28 TOTAL Measure A Revenues Local State Federal TOTAL Non-Measure A Revenues 222,185.43
Maintenance, Repair, Construction & Improvement of Bike & Ped Facilities $0 Sidewalk/Concrete Repairs 0 $50,000 $50,000 $50,000 $150,000 $0 $150,000Multi-Purpose Trail Reserve 0 $10,000 $10,000 $10,000 $10,000 $10,000 $50,000 $0 $50,000 $0 $0 $0
Safe Routes to School Improvements
$0 $0 $0
$0 $0 $0$0 $0 $0
Reduced Transit Fares for Seniors & DisabledSYVT - Dial-A-Ride Subsidy 2000 $2,000 $2,000 $2,000 $2,000 $2,000 $10,000 $0 $10,000 $0 $0 $0$0 $0 $0
Bus and Rail Transit Services and FaciltiesWine Country Express (WCE) 20000 $20,000 $20,000 $20,000 $20,000 $20,000 $100,000 $0 $100,000 Breeze 2.0 89270 $65,000 $65,000 $65,000 $65,000 $65,000 $325,000 $0 $325,000 $0 $0 $0
Programs, Education, & Incentives to Reduce Single Occupant Auto Trips or Transportation Demand $0 $0 $0$0 $0 $0$0 $0 $0
TOTAL ALTERNATIVE TRANSPORTATION EXPENDITURES $0 $0 $147,000 $97,000 $147,000 $97,000 $147,000 $635,000 $0 $0 $0 $0 $635,000 TOTAL EXPENDITURES $0 $0 $444,911 $455,937 $460,558 $468,907 $481,952 $2,312,265 $0 $0 $0 $0 $2,312,265 $441,911 $455,937 $460,558 $468,907 $481,952 $2,309,265 Alternative Transportation Summary $294,911 $358,937 $313,558 $371,907 $334,952 TOTAL MEASURE A ALLOCATION (FY 2023/24 TO 2027/28) $2,312,265MINIMUM ALTERNATIVE PERCENTAGE PRESCRIBED BY INVESTMENT PLAN TOBE MET BY FY 2024/25 FOR FISCAL YEARS 2020/21 THROUGH 2024/25 5%TOTAL MEASURE A ALLOCATION TO ALTERNATIVE TRANSPORTATION $635,000 $635,000PERCENTAGE OF MEASURE A ALLOCATION TO ALTERNATIVE TRANSPORTATION 27% Measure A Revenues Non-Measure A Revenues
Non-Measure A Revenues
City of Buellton
Measure A Local Street and Transportation Improvements Submittal Form Five Year Measure A Program of Projects (FYs 22/23 to 26/27) (Figures in $1000's)
Measure A Revenues

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CITY OF BUELLTON
City Council Agenda Staff Report
City Manager Review: SW
Council Agenda Item No.: 5
To: The Honorable Mayor and City Council
From: Shannel Zamora, Finance Director
Meeting Date: February 9, 2023
Subject: Discussion of Strategic Goals and Objectives for Biennial Budget FY 2023/24 and FY 2024/25
______________________________________________________________________________

BACKGROUND
As part of the preparation of the Biennial Budget for FY 2023/24 and FY 2024/25, the Finance Department works with the City Council, City Manager and Department Heads to plan and prepare the City’s Financial Plan for the next two fiscal years. The fundamental purpose of the City’s plan is to link short-term goals with the resources required to achieve these goals.

The two-year Financial Plan process accomplishes this by:
• Identifying and prioritizing the most important goals • Establishing a reasonable time frame for achieving these goals • Allocating the resources necessary to achieve these goals The National Advisory Council on State and Local Budgeting (NACSLB), an organization whose mission is to improve state and local governments, provides best budget practices.

The principles established by the NACSLB provides general direction for the City of Buellton and establishes the level and type of services that will provided for the next budget cycle The fundamental principles of the NACSLB budgeting framework are:

1. Establish broad goals to guide government decision making.

2. Develop approaches to achieve goals.

3. Develop a budget consistent with approaches to achieve goals.

4. Evaluate performance and make adjustments.

As part of the Financial Plan, the Government Finance Officers Association (GFOA) recommends that public agencies adopt a mission statement. The mission statement should be a broad but clear statement of purpose for the entire organization. The organization’s goals, strategies, programs and activities should cascade from the mission statement.

Attachment 1 includes the current mission statement and vision plan principles. City Council should review the City’s mission statement to ensure it is consistent with its goals and objectives for the next two fiscal years.

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Budget Goals & Objectives Page 2 February 9, 2023
Current Goals and Objectives
The goals established in the previous budget cycle are listed below. These goals were guided by the Buellton Vision Plan published in February 2012. Since the Buellton Vision Plan serves as the foundation for goal setting, City Staff recommends removing Goal 4 and replacing it with, “Improve Avenue of Flags” to align with the current objective. City Council may remove and/or add additional goals for the next two fiscal years. City staff recommends no more than ten broad goals as the scope of the budget. The goals should be achievable and/or funded in the next two years. For each goal, City Council should identify objectives. At a later meeting, City Council priorities will be discussed.

GOALS OBJECTIVES

1. Maintain a Balanced Budget • End the fiscal year within budget appropriation

2. Support and Fund Trails & Bike
Paths
• Contribute to bike trail reserve

3. Continue to Support Economic
Development No objectives were identified.

4. Implement the Vision Plan • Begin Median 3 Design

5. Sound Planning & Development • Update Circulation Element • Improve Highway 246 Safety
• Adopt a Complete Streets Plan

6. Emergency Preparedness • Acquire a generator for City Hall • Continue to provide CERT Classes
• Research emergency lights and
generators

7. Maintain Infrastructure and
Sustainability
• Maintain the landscape rebate
program
• Look at drought tolerant landscape
standards

8. Promote Arts and Culture • Continue to fund the Arts and Culture Program
Prior Year Accomplishments
Goal #1 Maintain a Balanced Budget
o Completed FY 2022 and FY 2023 within budget appropriations Goal #2 Support and Fund Trails and Bike Paths
o Contributed $50,000 towards the Bike and Pedestrian Trail Reserve in FY 2021/22 and FY 2022/23
o Obtained dedicated right of way to nearly complete entire Santa Ynez River Trail alignment west of Avenue of Flags

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Budget Goals & Objectives Page 3 February 9, 2023
Goal #3 Continue to support Economic Development
o City Council approved 518 Avenue of Flags Project
Goal #4 Implement the Vision Plan
o Completed construction of Median 2
o Appropriated $125,000 towards the conceptual plan and feasibility study for Median 3
Goal #5 Sound Planning and Development
o Currently updating Circulation Element
o Pedestrian Crosswalk at Highway 246 and Sycamore was complete Goal #6 Emergency Preparedness
o Installed generators at Water and Wastewater Treatment Plant Goal #7 Maintain Infrastructure and Sustainability
o Installed solar lights on Central Avenue and Industrial Way o Installed energy efficient lighting at City Hall
o Installed solar panels at the post office/library parking lot o Upgraded citywide water meters
o Improved the landscape rebate program
Goal #8 Promote Arts and Culture
o Funded several Arts and Culture Projects
Challenges to Consider
The City of Buellton holds a strong financial position, but still faces challenges to consider when discussing goals and objectives. Such challenges are:
• Wastewater Fund is still running a deficit. A rate study will be needed to determine revenue generating options. A rate study has been appropriated during FY 2022/23. • Improve wastewater and water infrastructure.
• Unfunded accrued pension liabilities continue to increase. The City has begun mitigating increased cost by paying down the unfunded accrued liability (UAL) as of the June 30, 2021 measurement date. The current UAL is $0. UAL as of June 30, 2022 will be published in July/August 2023 for FY 2024/25 contribution. • The City offers Other Post-Employment Benefits (OPEB). The cost of providing health care to retired employees are increasing significantly. There a few employees that are eligible to retire in the near future which will add to the cost of providing health care in addition to soaring health premiums. The City pays on the “pay-asyou go” approach, which means it is not prefunded like pension. The City’s estimated OPEB liability is$3,126,228 with a measurement date of June 30, 2021. • Recruit qualified employees to fill vacant positions and retain current employees.

City staff will look into conducting a salary study during FY 2023/24. • Increasing costs of law enforcement services.
• Response to continuing stream of state mandates on a variety of issues.

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Budget Goals & Objectives Page 4 February 9, 2023

RECOMMENDATION
Staff recommends for City Council to review the mission statement, set goals and objectives to include them as part of the development of the Biennial Budget for fiscal years 2023-24 and 2024-25.

ATTACHMENTS
Attachment 1 – City of Buellton Mission Statement, and Vision Plan Principles

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MISSION STATEMENT – Last updated 2/28/2019
“Strive to provide the highest quality of life for its residents in the most sustainable and efficient manner.”
Vision Plan – Adopted February 2012

1. Portray a Positive Buellton Image and Brand

2. Expand Opportunities for Active and Healthy Living

3. Offer a Variety of Arts and Cultural Opportunities

4. Promote Desired Change Through Planning and Design

5. Create a Vibrant Downtown

6. Maintain a Strong Sense of Communality and Family

7. Be a Leader in Environmental Sustainability and Stewardship

8. Foster Local Economic Development

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CITY OF BUELLTON
City Council Agenda Staff Report

City Manager Review: SW
Council Agenda Item No.: 6

To: The Honorable Mayor and City Council

From: Rose Hess, Public Works Director

Meeting Date: February 9, 2023

Subject: Review of Design and Budget for 202 Dairyland Road ______________________________________________________________________________

BACKGROUND

On March 24, 2022, the City Council approved the contract for Architectural services for the renovation of the Willemsen House. The architectural services and design work has progressed with Council direction on the necessary features and modifications, including a contract amendment for structural engineering to retrofit the former residential building to a public facilities building.

The draft plans provided in Attachment 1 include the Architectural, Mechanical and Electrical Plans (90% complete) and the Structural Plans (75% complete). The cost estimate is provided in Attachment 2, including contingencies is approximately $1.4M.

This cost does not include items such as tables, chairs and sofas. However, all shelving, work stations, and other appurtenant fixtures are included.

It is recommended that the City Council provide additional direction for budgeting purposes for furnishing. The following are cost items for discussion:
*Site Retrofit - $1,450,000
*Furnishing, etc. - $25,000
*Construction Management (CM) - $75,000
It is anticipated that the plans and specifications will be complete by February 2023 and the public bid process will be complete in March, with construction starting approximately April/May.

At the January 26, 2023 Council meeting, Council discussed conducting site visits with the City Manager to review the improvements and would submit comments by Wednesday. Main items noted for discussion tonight are:
* removal of meeting room partition (~-$25,000)
* expansion of concrete patio to the south of the building so width matches

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Design & Budget 202 Dairyland Page 2 February 9, 2023

FISCAL IMPACT

A budget amendment would be required to appropriate funds in the Capital Improvement fund. Based on the estimates, an amount of $1,525,000 (plus an amount as determined by Council for furnishings), in the FY 2022/2023 Capital Improvement Budget - specifically 092-221-74100, would be required.

RECOMMENDATION
That the City Council provide direction on improvement plans and furnishings for 202 Dairyland Road and consider approval of a budget amendment to the CIP Fund 092-221.

ATTACHMENTS
Attachment 1 – Progress Plans
Attachment 2 – Cost Estimate

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GENERAL NOTES HG W GENERAL NOTES: J FECB TSRONML A IVP D 11 1 A 5 A4.1 A B C D 12 A5.2 2 A5.26 A4.6 ENTRANCE SYMBOLS PROJECT DIRECTORY ABBREVIATIONS SHOP DRAWING REVIEW REVIEWING MUNICIPALITY 5 (E) - FLOORING - PAINTING - MILLWORK - ALUMINUM STOREFRONT SUBMITTAL MUST HAVE THE CONTRACTORS REVIEW STAMP AND SIGNATURE STATING THAT THE GENERAL CONTRACTOR HAS REVIEWED AND APPROVED FOR COMPLIANCE WITH THE CONSTRUCTION SUBMITTALS WILL BE RETURNED WITHOUT REVIEW IF NOT REVIEWED, STAMPED AND SIGNED BY GENERAL CONTRACTOR PRIOR TO DOCUMENTS ARCHITECT: BUILDING DATA BUILDING DATA: SCOPE OF WORK: VICINITY MAP FIRE PREVENTION NOTES: ” ” ” ·· 202 DAIRYLAND DRIVE FIRE /LIFE SAFETY/ SIGNAGE NOTES: TENANT: CITY OF BUELLTON:

PROJECT ADDRESS: THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED IN THE SPACE ABOVE. SIGNED AND SEALED DRAWINGS TAKE PRECEDENCE OVER ALL DIGITAL FILES PROJECT DESCRIPTION: SHEET DESCRIPTION: SUBMITTAL LOG: NO: DATE / DESCRIPTION PROJECT NO:

BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT INTERNATIONAL ENERGY CONSERVATION CODE MANDATORY STANDARDS: TENANT IMPROVEMENT A1.0 COVER SHEET BUILDING DATA BUELLTON SHEET SCHEDULE ARCHITECTURAL: OCCUPANT LOAD: APPLICABLE CODES : SQ. FOOTAGE: ACCESSIBLE RESTROOMS PERMITS FOR THIS PROJECT. DESIGN / RE-DESIGN , CITY / COUNTY FIRE AUTHORITY APPROVALS AND GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL FIRE / LIFE SAFETY RESPONSIBLE FOR VERIFYING THE SCOPE OF WORK REQUIRED. FIRE / LIFE SAFETY: PRIOR TO SUBMITTAL OF CONSTRUCTION BID, GENERAL CONTRACTOR IS ELECTRIAL & PLUMBING ENGINEERING: PLUMBING: MECHANICAL: PUBLIC LIBRARY ELECTRICAL: STRUCTURAL ENGINEER: - DOOR / WINDOW / HARDWARE - ELECTRICAL EQUIPMENT / FIXTURES - MECHANICAL EQUIPMENT / FIXTURES - PLUMBING FIXTURES SUBMITTAL TO ARCHITECT.

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RAMP DN 1:12 DN2R RAMP DN 1:12 DN2R
DN
2R
RAMP DN 1:12 DN2R
DN
2R
DN
2R
DN
2R RAMP DN 1:12
DN
2R LIBRARY COMMUNITY MEETING ROOMS (TENANT
IMPROVEMENT) BARN (NOT A PART) DAIRYLAND ROAD VALLEY DAIRYLAND ROAD (N) 45 2- 1 (E) 33 (E) 4'-0" 15 (E) (N) 7 4- 2 (N) 13 (N) 14 (E) 1A2.1 2A2.1 29 (E) 34 (E) 13 (E) (N) 23 (N) 13 (E) 1 (N) 21 (N) 13 (N) 21 (E) 14 46 (E) 2 (N) 6- 38 (N) 14 (E) 14 (E) 21 (N) 13 (N) 14 (E) (N) 2 (N) 3 (N) 13 (E) 13 25'-0" MIN. 1-46 (E) 47 (E) 1 (E) 1 (E) 48 (E) (N) 19 PROJECT ADDRESS: THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED IN THE SPACE ABOVE. SIGNED AND SEALED DRAWINGS TAKE PRECEDENCE OVER ALL DIGITAL FILES PROJECT DESCRIPTION: SHEET DESCRIPTION: SUBMITTAL LOG: NO: DATE / DESCRIPTION PROJECT NO:

BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT A2.0 DISABLED ACCESS SITE IMPROVEMENT PLAN & DETAILS SITE PLAN SITE LEGEND: SITE KEYNOTES: 1X (X) XSITE GENERAL NOTES: 354 LOT ACCESSIBLE PARKING SIGN (EXISTING) INTERNATIONAL SYMBOL OF ACCESSIBILITY RESERVED PARKING SIGN TWO SIDED ACCESSIBLE ROUTE SIGNAGE 2 DETECTABLE WARNING TILE 6 1 21 2 7- TRUNCATED DOMES 7 DISABLED ACCESSIBLE PARKING STALLS 1 9'-0" 5'-0" 12'-0" 20'-0"
2'-6" 1'-0"EQ. EQ. EQ. EQ. 5- 5- 4 (N) 3 (N)
3'-0" 3- (N) 2 1234 NO PARKING 3- NO PARKING (N) 1 (N) 7 5 (N) 567 (E) 6 (E) 6

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11 -
4 (N) 3 (N) 6'-0" 3 1/2" 3 1/2" 6'-0" 3 1/2" 6'-0" 3 1/2" 6'-0" 3 1/2" 25'-5 1/2" 6 (N) 1 (N) 2 (N) 3 (N)

SLOPE TO
DRAIN 1/4"/FT.
(N) 5 (E) 1
5'-0" 5'-0" 10
- RAMP DN 1:12 DN2R RAMP DN 1:12 DN2R
DN
2R
RAMP DN 1:12 DN2R
DN
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DN
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1 (N)
9 (E) 10 (E) 11 (N)
1 (E) 4'-0" 6 (E) VERIFY
2 - 10'-0"
8"
11'-4" 28'-8"
40'-8" 4'-0" (N) 1 (N) 3 (N) 9 (N) 12 (N) 1 (N) 13 1'-8" 6'-0" 8" 6'-2" 5'-4" 4 & 5
-
5 (N) 8 (N)
19'-5"
8" 8"
18'-2" 3C
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2 (N) 4 & 5
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25'-5" 6'-0" 1'-2" 4'-2"
4 (N)
9 -
8 -
1'-10" 4'-2"
8 -
22'-6"
18'-4"
1'-2"
6'-0"
7'-2"
(N)
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9 - 3A
-3C- 4 & 5- 8'-6" 13'-2" 1'-2" 16'-2" 16'-2" 33'-6" 12'-6" 8'-6" 2 (N)
1 (N) 14 (N)
9 - 2 (N)
4 (N) 13 (N)
8 -
4'-2" 1 (E)
1 (N)
9 (E) 4 & 5
- 16'-0" 10'-0"
4'-6" 9'-6" 4'-6"
8" 1'-8" 2'-2" 8" 1'-8" 2'-2" 13 (N)
2 (N)
9 (E) 2 (N)
4 (N) 4 & 5
-
6 A2.0
7 (N) 14 (N)
1 (N) 3B
-3C
- 3C
- 4 & 5
- 4 & 5
-
2 (N) 13 (N) 14 (N) 3A
- 3C
- LIBRARY / COMMUNITY MEETING ROOMS
9 (E) 3C
- 12
- 15 (N)
9 (E)
8 - (E) 9 12
- 15 (N) 2 (N) 3C
- 12
- 15 (N)
9 - 12
- (N) 15
9 (E)
(N) 2
2 (N)
PROJECT ADDRESS: THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED IN THE SPACE ABOVE. SIGNED AND SEALED DRAWINGS TAKE PRECEDENCE OVER ALL DIGITAL FILES PROJECT DESCRIPTION: SHEET DESCRIPTION: SUBMITTAL LOG: NO: DATE / DESCRIPTION PROJECT NO:

BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT A2.1 ENLARGED SITE PLAN & SITE IMPROVEMENT DETAILS SITE PAVING PLAN 1 SITE GENERAL NOTES: SITE PLAN KEYNOTES:
1 TRASH / HVAC CONDENSER ENCLOSURE
2 ENCLOSURE KEYNOTES:
1 3
4 5/8" 3 8
2 A 1/2"
8 6
8 2 1/8"
3/4" 1 7 2
3 8
B
C KEYNOTES LEGEND: 1
2345678 GENERAL NOTES: HARDSCAPE CONTROL JOINTS 1 1/2"=1'-0" HANDRAIL AT RAMP BOTTOM 21 2
1 3
3 12" MIN.
12"
36"
6" 3"
8 21
6 -
2 1 BOTTOM LANDING AT STEPS
5 TOP LANDING AT STEPS
21 2
1 4
36" 12" MIN.
6 - 2'-2"
3'-0" MIN. 3
6" 3"
1 3"
36"
12" 12" MIN. HANDRAIL AT RAMP TOP
9 1
2 21
3 STAIR TREAD
6 2134 2" 1" 1'-2"1
24 3 1" GATE POST
12 3
1 4
2345
5 10 GUARDRAIL SECTION
21 3
4 3"
6" 2"
CLR
36"
1234 GATE JAMB
7 1 4" 3" 11"2345
5 6
6 5
7 11
8 10
9 8910 12 GROOVING DETAIL DETECTABLE 1/8"=1'-0" 1/4"=1'-0" EQ. EQ. ELEVATION SIDE PANEL / GATE HINGE 10
-
4" 13
-
TOP OF
RAMP
2" 6"
6" 2"
BOT. OF
RAMP
1 5
3 EXPANSION JOINT EXPANSION JOINT CONTROL JOINT 13 GROOVING PLAN DETECTABLE 12" 3" SEE SITE PLAN 3"

EDGE OF
RAMP

EDGE OF
RAMP 12
- RAMP
DOWN TOP OF RAMP 1/4" 3/4"
1/4"

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DEMOLITION PLAN 9 (D) 2 (E) 7 (D) (D) 7 (D) 1 (D) 6 (D) 17 6 (D) 19 (E) 2 (E) 9 (D) 2 (E) 6 (D) (D) 17 (D) 18 (E) 9 (D) 1 (D) 8 (D) 7 (D) 6 9 (D) 17 (D) (E) 2 6 (D) (D) 1 (E) 5 (D) 6 (D) 1 (D) 6 17 (D) 9 (D) 7 (D) (E) 25 (D) 5 (E) 6 (D) 9 (D) 14 (D) 3 (D) 9 (D) 13 (D) 6 (D) (E) 4 (E) 2 9 (E) 6 (E) 11 (E) 10 (E)9 (D) 6 (D) 6 (D) 4 (E) 16 (D) 6 (D) 15 (D) (E) SLOPE 21 (D) 20 (E) 10 (E) 17 (D) 12 (E)
(E) 7 4 (E) 9 (E) 23 (E)
VERIFY 23 (E) SEE STRUCT. DWG'S 22 (E) 10 (E) (E) 7 (D) 7 (E) 7 (E) 7 23 (E) (E) 23 10 (E) 10 (E) (E) 22 (E) 23 (E) 7 7 (E) 7 (E) NOTE: REMOVE ALL INTERIOR FINISHES (FLOORING & GYPSUM BOARD AT WALLS & CEILING). REMOVE ALL MILLWORK & PLUMBING FIXTURES. REMOVE ALL LIGHT FIXTURES. (E) 22 (E) 23 7 (E) 23 (E) PROJECT ADDRESS: THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED IN THE SPACE ABOVE. SIGNED AND SEALED DRAWINGS TAKE PRECEDENCE OVER ALL DIGITAL FILES PROJECT DESCRIPTION: SHEET DESCRIPTION: SUBMITTAL LOG: NO: DATE / DESCRIPTION PROJECT NO:

BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT A3.0 DEMOLITION FLOOR PLAN DEMOLITION NOTES: DEMOLITION KEYNOTES: X (X) XWALL LEGEND: 1

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DN
4R CORRIDOR LIBRARY FLOOR PLAN (SCHEME - B) 20 (N) 11 (N) 13 A7.1 1 A5.1 34 (N) D 15 (N) 13 EXIT A7.1 15 (N) EXIT D 16 (N) 16 (N) 7 (N) 12 A4.1 C B D A 21 (N) 22 (N) D 8 A4.0 C B D A 4 (N) 35 (E) 13 A7.115 (N) EXIT 13 C (N) 28 (N) 1 A5.0 15 A4.1 4 (N) 6 A4.0 SIM. (N) 1 F 11 A7.1 10'-0" 6'-8" 7 A4.0A B D C 9'-2" A A 7'-2" 10" 3'-8" 8'-10"
6'-11" 5'-2" A 6 (E) 11 A4.1A B D C (N) 32 11 A7.130 (N) 18" MIN. (N) 18 (N) 4 (N) 19B 13 A4.1(N) 15 EXIT F 12'-11" 12 A7.1 B 9 A4.0A B D C 21 (N) 16 A7.1 14 A7.1 (N) 22 9 A4.0 C B D A (N) 21 C 2'-6" 5'-0" 8'-0" (N) 15 EXIT 13 C (N) 11 A7.1 A A 18" MIN. A(E) 6 2"-0"
(N) 4 4 (N)
ALIGN15 (N) ROUTE (N) 3 (N) 3 (N) 4 (N) 4
4'-9"
3" 3"
3'-11"
3" 2 A4.0 (N) 16 13 C (N) F 15 (N) EXIT F 16 (N) F 15 A7.1 8 (E) 1 (N) F 15 (N) EXIT 5 A4.0 1 A4.0 6 A4.0 3 A4.0 4 A4.0 A 6 A4.0 B (E) 2 (E) 9 (N) 1 F F 15 (N) EXIT 3'-3" 2'-9" EQ. 12'-0" EQ. 5 (N) F 13 C (N) 10 A4.1A B D C14 A4.1 6'-8" 6'-0" F 16 A7.1 (N) 17 (N) B (N) 4 (N) 15 EXIT 19 (N) 18 2 A5.0 2 A5.1 NOTE: REFER TO SHEET A2.0 FOR EXTERIOR IMPROVEMENTS 2A2.1 35 (N) 37 (N) 8 (E) (N) 13 C 17 A7.1 6'-6"

VERIFY WITH
INT. FLOOR ELEVATION 34 (N) 1 A3.414 (N) 33 (N) 7 (N) (N) 14 A 8 (E) F8 (E) B A35 (N) 7 (N) 36 (E) A (N) 35 8 (E) A A A8 (E) 8 (E) (E) 36 A 11 A7.1 11 A7.1 16 (N) (N) 16 5 (N) 15 A4.0 (N) 35 16 A7.1 38 (N) 8 (E) 38 (N) A (N) 14 F F A B 7 (N) A 7 (E) 1 A3.4 (N) 14 (N) 7 (E) 36 (N) 35 A D E (N) 1D (N) 1D (N) 1F G PROJECT ADDRESS: THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED IN THE SPACE ABOVE. SIGNED AND SEALED DRAWINGS TAKE PRECEDENCE OVER ALL DIGITAL FILES PROJECT DESCRIPTION: SHEET DESCRIPTION: SUBMITTAL LOG: NO: DATE / DESCRIPTION PROJECT NO:

BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT A3.1 IMPROVEMENT FLOOR PLAN FLOOR PLAN KEYNOTES: FLOOR PLAN NOTES: WALL SCHEDULE: A X (X) X1CONTRACTOR PROVIDED EQUIPMENT: WALL LEGEND: DBCF A

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DN 1:12 DN2R JANITOR RESTROOM #2 RESTROOM #3 SERVER OFFICE STORAGE CHECKOUT PRINTER SELF COMMUNITY CHECKOUT PRINTER COMMUNITY MEETING ROOM #2 READING AREA COMPUTER STATIONS (ADULT) COMPUTER STATIONS (KIDS) CHILDRENS ENTRANCE WINDOW SEAT ADULT / TEEN RESTROOM #1 EQUIPMENT ROOM COMMUNITY MEETING ROOM #1 STAFF ELECT. CLOSET STORAGE STOR.

DN
4R CORRIDOR LIBRARY EXIT SQ. FOOTAGE BREAKDOWN: LIBRARY COMMUNITY MEETING ROOMS RESTROOMS JANITOR EQUIPMENT & CORRIDOR 2,423 SF 1,595 SF 440 SF TOTAL BUILDING SQ. FOOTAGE 4,458 SF BUILDING OCCUPANCY: LIBRARY & MEETING ROOM #2 STAFF & MEETING ROOM #1 A-3B EXIT 805 SQ. FT. OCCUPANCY B OCCUPANCY LOAD: 805 / 100 = 8 OCCUPANTS 180 SQ. FT. OCCUPANCY B OCCUPANCY LOAD: 180 / 100 = 2 OCCUPANTS EXIT 821 SQ. FT. OCCUPANCY A-3 OCCUPANCY LOAD: 821 / 15 = 55 OCCUPANTS EXIT 51'-6"
TRAVEL 2243 SQ. FT. OCCUPANCY A-3 OCCUPANCY LOAD: 2243 / 15 = 150 OCCUPANTS EXIT 46'-0" 70'-0" EXIT PROJECT ADDRESS: THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED IN THE SPACE ABOVE. SIGNED AND SEALED DRAWINGS TAKE PRECEDENCE OVER ALL DIGITAL FILES PROJECT DESCRIPTION: SHEET DESCRIPTION: SUBMITTAL LOG: NO: DATE / DESCRIPTION PROJECT NO:

BUELLTON LIBRARY
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BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT A3.1A OCCUPANCY / EXIT PLAN

Page 46 of 102 ends

RAMP
DN 1:12
DN
2R
RAMP
DN 1:12
DN
2R DN2R RAMP DN 1:12
DN
2R DN2R DN2R DN2R
RAMP
DN 1:12 DN2R JANITOR RESTROOM #2 RESTROOM #3 SERVER OFFICE STORAGE CHECKOUT COMMUNITY MEETING ROOM #2 READING AREA COMPUTER STATIONS (ADULT) COMPUTER STATIONS (KIDS) CHILDRENS ENTRANCE WINDOW SEAT ADULT / TEEN RESTROOM #1 EQUIPMENT ROOM COMMUNITY MEETING ROOM #1 STAFF ELECT. CLOSET STORAGE STOR.

DN
4R CORRIDOR LIBRARY FLOOR FINISH PLAN F1 FLOOR FINISH SCHEDULE: FLOORING: F2F3F4WB1 WALL BASE: WB2 1B A7.0 1F A7.0 1C A7.0 1C A7.0 12'-0" 14'-0" 12'-0" 1C4'-6" A7.0 1F A7.0 1C A7.0 1F A7.0 1B A7.0 1F A7.0 PROJECT ADDRESS: THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED IN THE SPACE ABOVE. SIGNED AND SEALED DRAWINGS TAKE PRECEDENCE OVER ALL DIGITAL FILES PROJECT DESCRIPTION: SHEET DESCRIPTION: SUBMITTAL LOG: NO: DATE / DESCRIPTION PROJECT NO:

BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT A3.2 FLOOR FINISH PLAN

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JANITOR RESTROOM #2 RESTROOM #3 SERVER OFFICE STORAGE
CHECKOUT COMMUNITY MEETING ROOM #2 READING AREA COMPUTER STATIONS (ADULT) COMPUTER STATIONS (KIDS) CHILDRENS ENTRANCE WINDOW SEAT ADULT / TEEN RESTROOM #1 EQUIPMENT ROOM COMMUNITY MEETING ROOM #1 STAFF ELECT. CLOSET STORAGE STOR.

DN
4R CORRIDOR LIBRARY REFLECTED CEILING PLAN 8'-6" 10'-6" 8'-6" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 9'-6" VOLUME 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 1 (N) 4 (N) 2 (N) 4 (N) 6 (N) 3 (N) 1 (E) 5 (N) 1 (E) 5 (N) 4 (N) 1 (N) 2 (N) 1 (N) 3 (N) 6 (N) 5 (N) 2 (N) 1 (N) (N) 3 (E) 10 (N) 2 (N) 19 (N) 3 (N) 2 (N) 7 (N) 4 (N) 4 (N) 7 (N) 2 (N) 3 (N) 1 (N) 7 (N) 4 (N) 8 (N) 1 (N) 2 (N) 4 (N) PROJECT ADDRESS: THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED IN THE SPACE ABOVE. SIGNED AND SEALED DRAWINGS TAKE PRECEDENCE OVER ALL DIGITAL FILES PROJECT DESCRIPTION: SHEET DESCRIPTION: SUBMITTAL LOG: NO: DATE / DESCRIPTION PROJECT NO:

BUELLTON LIBRARY
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ENLARGED RESTROOM PLAN ENLARGED RESTROOM PLAN D10 RESTROOM #2 RESTROOM #3 RESTROOM #1 48" 60" 60"
12"
MIN.
18"
MIN. G8 J D 1 U5 P4 11 A2 A9 H7 A 48" 60"
60"
12"
MIN.
18"
MIN.
2'-2" 48" 60"
60"
12"
MIN.
18"
MIN.
2'-2" H7 A9 A2 A P4 11 J1 U5 G8 D10 D CORRIDOR A3.4 RESTROOM PLANS, FIXTURE LOCATIONS, MOUNTING REQUIREMENTS AND SPECIFICATIONS 1 2017 LA CITY BUILDING CODE PROJECT ADDRESS: THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED IN THE SPACE ABOVE. SIGNED AND SEALED DRAWINGS TAKE PRECEDENCE OVER ALL DIGITAL FILES PROJECT DESCRIPTION: SHEET DESCRIPTION: SUBMITTAL LOG: NO: DATE / DESCRIPTION PROJECT NO:

BUELLTON LIBRARY
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BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT E DRINKING FOUNTAIN F GRAB BAR G H J MIRROR A TOILET ELEVATION B URINAL ELEVATION C URINAL PARTITION D LAVATORY ELEVATION P TOILET PAPER DISPENSER TOILET SEAT COVER DISPENSER NON ACCESIBLE R S 0 PAPER TOWEL AND DISPOSAL COVER DISPENSER TOILET SEAT DISPENSER PAPER TOWEL SOAP DISPENSER T JANITOR BROOM HOLDER NON ACCESIBLE Q FIRE EXTINGUISHER TOILET COMPARTMENT NON ACCESIBLE TOILET COMPARTMENT U COAT HOOK REFLECTIVE SURFACE 12 7 A.D.A. REACH REQUIREMENT 1245678910113

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A PARALLEL APPROACH COMPLYING WITH SECTION 305 SHALL BE PERMITTED TO A COUNTER 34" MAX TO PROVIDE OUTLETS KITCHEN SINK IN A SPACE WHERE A COOKTOP OR CONVENTIONAL RANGE IS NOT PROVIDED CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS WITHIN REACH RANGE KITCHEN APPLIANCE CLEARANCES FOR ADA COMPLIANCE AT LEAST 50% OF SHELF SPACE IN CABINETS SHALL BE WITHIN REACH RANGE CLEARANCE OFFSET PER ANSI FAUCET TO COMPLY WITH ANSI A117.1 SEC 309 INSULATE WATER SUPPLY REFR. SPEC TO MEET ANSI A117.1 SEC. 804.5.6 * CL CL 30" REFRIGERATOR SINK WITH KNEE & TOE CLEARANCE NO CABINET ALLOWED IN KNEE CLEARANCE * CFS CAN BE OFFSET UP TO 24" FROM CENTERLINE OF APPLIANCE PER A117.1 BREAK ROOM DETAILS TYPICAL SYMBOLS PUBLIC SPACES WHEELCHAIR CLEAR FLOOR SPACE & CLEAR AREA REQUIRED BEYOND DOOR SWING 30" TURN-CIRCLE 60" BARRIER PREVENTS PASSAGE OF 4" SPHERE WITH ANY PORTION WITHIN 4" OF FLOOR 5'-0" DIA 60" T-SHAPED TURNING SPACE WHEREVER TURNING SPACE IS REQUIRED, EITHER 5' DIAMETER TURNING CIRCLE OR T-SHAPED TURNING SPACE MAY BE USED DISHWASHER 48" 30" ACCESSIBLE KITCHEN SINK CL MIN8" AND DRAINPIPES CL NOTHING ALLOWED WITHIN TOILET CLEARANCE CL CL CL EQ EQ IF TOILET IS WITHIN A STALL AND FLOOR MOUNTED, THEN 59" MIN. 56" IS FOR WALL MOUNTED TOILET IN STALL OR FLOOR MOUNTED TOILET NOT IN A STALL ALLOWABLE EQUIP. AREA NO SHARP SURFACES CL TOILET 16"-18" URINAL 30" LAVATORY (WITH KNEE CLEARANCE) LAVATORY TO SIDE WALL 15" REMOVABLE CABINETRY IS ALLOWED BELOW SINK WITH KNEE AND TOE CLEARANCE IN RESIDENTIAL DWELLING UNITS ONLY. EXTEND FLOORING AND BASE UNDER REMOVABLE CABINETRY. CABINETRY TO HAVE FINISHED END PANELS MIN 11" MIN6" MIN CLEAR 30" 60" MIN IF THERE IS A SIDE WALL 56" OR GREATER, THEN PROVIDE REINFORCEMENT FOR A WALL MOUNTED GRAB BAR.IF NO WALL OR WALL IS LESS THAN 56" IN LENGTH, PROVIDE REINFORCEMENT FOR PULL DOWN GRAB BAR. IF SIDE WALL IS 24" TO 54' PROVIDE BOTH SIDE WALL REINFORCEMENT AND REINFORCEMENT FOR PULL DOWN GRAB BAR RESTROOM PLAN DETAILS PER ICC A117.1 SECTIONS 604, 605 & 606 SIDE REACH DIAGRAMS FORWARD REACH DIAGRAMS 20" MAX 20"-25" MAX FRONT APPROACH ACCESSIBLE BIKE PARKING MISC. PLAN DETAILS PUBLIC SPACES 30" 30" NOTE: IF VANITY COUNTERTOP SPACE IS PROVIDED IN NON- ACCESSIBLE DWELLING OR SLEEPING UNITS WITHIN THE SAME FACILITY, EQUIVALENT VANITY COUNTERTOP SPACE IN TERMS OF SIZE AND PROXIMITY TO THE LAVATORY SHALL ALSO BE PROVIDED TO ACCESSIBLE UNITS DRINKING FOUNTAINS 5% OF BIKE RACKS TO BE ACCESSIBLE. FLOOR CL MOUNTED WITH CLEAR FLOOR SPACE ON ONE SIDE OUTSIDE FOOTPRINT OF BIKE WALL MOUNTED BIKE RACKS PER SPEC 30"X48" CLEAR FLOOR SPACE 12" 12" BARRIER 10" - 24" * MAX MAX 10" MAX 10" FRONT HINGE APPROACH - PULL SIDE ADA - FLOOR LEVEL TRANSITIONS FRONT APPROACH - PUSH SIDE APPROACH - PULL SIDE HINGE APPROACH - PULL SIDE LATCH HINGE APPROACH - PUSH SIDE APPROACH - PULL SIDE CHANGES IN FLOOR LEVEL 18" MIN CHANGES IN FLOOR LEVEL 12" MIN* 36" MIN 42" MIN 12" MIN* 22" MIN 24" MIN MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS * DOORS WITH BOTH LATCH & CLOSER ** 48" MIN. IF NO CLOSER IS PROVIDED *** 42" MIN. IF NO CLOSER IS PROVIDED LATCH APPROACH - PUSH SIDE DOORS WITHIN THE RESIDENTIAL UNIT INTENDED FOR USER PASSAGE AND >24" DEEP CLOSET BIFOLD DOORS WITHIN THE RESIDENTIAL UNIT INTENDED FOR USER PASSAGE AND >24" DEEP CLOSET SLIDING DOORS WITHIN THE RESIDENTIAL UNIT INTENDED FOR USER PASSAGE AND >24" DEEP CLOSET FRONT APPROACH POCKET OR HINGE APPROACH STOP OR LATCH APPROACH 18" MIN 12" MIN* 24" MIN CLR OPENING 32" MIN CLR OPENING 32" MIN CLR OPENING 32" MIN MANEUVERING CLEARANCE AT SLIDING & FOLDING DOORS ACCESSIBLE TOILET STALL CLEAR APPROACH FRONT PARTITION MANEUVERING CLEARANCE AT RECESSED DOORS 22" MIN 24" MIN RECESSED DOORS - PULL SIDE RECESSED DOORS - PUSH SIDE RECESSED DOORS - PUSH SIDE WITH CLOSER AND LATCH REFER TO GENERAL NOTES: 1. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS OF THE GRAB BAR SHALL BE 1 1/2" MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE THE GRAB BAR SHALL BE 12" MIN. 2. OPERABLE PARTS SHALL BE OPERATED WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5.0 POUNDS (22.2 N) MAXIMUM. 3. THESE PICTOGRAPHS DO NOT DESCRIBE ALL CONDITIONS WHICH MAY BE ENCOUNTERED IN THE FIELD. VERIFY QUESTIONS WITH ARCHITECT CLEAR DIMENSIONS MEASURED AT TRIM OR OTHER ITEMS THAT RESTRICT CLEARANCE BUILDING CLEARANCES LEGEND PER ICC A117.1 CHAPTER 4 -- ALL DETAILS MAY NOT APPLY TO THIS PROJECT GENERAL NOTE: SOME DETAILS ON THIS SHEET MAY NOT APPLY TO THIS PROJECT. MINIMUM STALL DIMENSIONS PER 1CC A117.1 SECTION 604.9.2 32" MIN 4" MAX OR 56" MIN ACCESSIBLE ROUTE WIDTH 36" MIN 36" MIN 40" MIN LINEAR WALK THROUGH KITCHEN
60" IF WALL AT END OR U KITCHEN
1/2" MAX
BEVELED 1:2 MAX

FROM FACE OF REFRIGERATOR DOOR
48" MIN*** 48"
1/4" MAX

VERTICAL TRANSITION
48"

FO STOP
FO DOOR AT 90

DEGREES
30"
42" MIN
24"

FO STOP

FO DOOR
T.O. SINK RIM
34" MAX
27" MIN
CLEAR
9"
36" 48"
24" MAX X < 4"

FO STOP CLEARANCE
27" MIN

FO DOOR
T.O. SINK RIM
34" MAX
56"-59"*
48" MIN 34" MAX*
60" MIN
44" MAX AT FORWARD REACH
46" MAX
48"
34" MAX
48" MAX 42" MIN
48" MIN
48"
15"
MIN
48" MAX
48"
60" MIN
42" MIN
60" MIN
48" MAX
15" MIN TO SPOUT
5" MAX
54" MIN
X > 8"
X > 8"
44" MAX
48" MIN
48" MIN ***
X > 8"
15"
MIN.
48" MAX.
48" MIN
54" MIN**
PROJECT ADDRESS: THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED IN THE SPACE ABOVE. SIGNED AND SEALED DRAWINGS TAKE PRECEDENCE OVER ALL DIGITAL FILES PROJECT DESCRIPTION: SHEET DESCRIPTION: SUBMITTAL LOG: NO: DATE / DESCRIPTION PROJECT NO:

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Page 50 of 102 ends

A3.4B DISABLED ACCESS & LEED SIGNAGE REQUIREMENTS 1 TACTILE RESTROOM SIGNAGE MEN WALL-SIGNAGE DISABLED TELLER TACTILE WALL-SIGNAGE (TYP.) DOOR MOUNTED SIGNAGE (TYP.) WOMEN RESTROOMS TELLER FIRST FLOOR RESTROOM ON ACCESSIBLE ACCESSIBLE RESTROOM ON FIRST FLOOR WOMEN MEN TACTILE EXIT SIGNAGE EXIT EXIT ROUTE EXIT ROUTE EXIT STAIR DOWN EXIT TO ROUTE EXIT EXIT DOWN RAMP EXIT EXIT UP RAMP UP STAIR EXIT AT BUILDING ENTRY INTERNATIONAL SYMBOL OF ACCESS MEN EXIT 2018 INTERNATIONAL BUILDING CODE WOMEN A.D.A SIGNAGE SMOKING PROHIBITED SIGNAGE PROHIBITED AT THIS FACILITY SMOKING RESTROOM AVAILABLE SIGNAGE RESTROOM AVAILABLE PUBLIC RESTROOM PROJECT ADDRESS: THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED IN THE SPACE ABOVE. SIGNED AND SEALED DRAWINGS TAKE PRECEDENCE OVER ALL DIGITAL FILES PROJECT DESCRIPTION: SHEET DESCRIPTION: SUBMITTAL LOG: NO: DATE / DESCRIPTION PROJECT NO:

BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT

Page 51 of 102 ends

LOBBY / READING AREA 2 SCALE: 1/4" = 1'-0"
6'-8"
TYP.
1'-4"
2'-8" 4'-0"
2'-4"
2"
12"
15"
3'-6"
2'-8" 4'-0"
1'-8" 5'-0" 1'-4"
8'-0" 42 (N)
1'-6" 19 (N) 14 (N) 13 (N) 19 (E) 33 (N) 34 (N) 34 (N) 5 A8.0 6 A8.0 7 (N) 4 (N) 34 (N) 16 (N) 9'-6"
15'-6"
6'-0"
1'-3"
3'-9"
2'-4"
2"
1'-3"
8'-0" 2 A8.0 OPEN OFFICE LOBBY / READING AREA 1 SCALE: 1/4" = 1'-0" 33 (N) 34 (N) 18 (E) 11 (E) 21 (E) 30 (E) (N) 14 (N) 2 42 (N) 42 (N) 33 (N) 34 (N) 20 (E) 1'-8" 5'-0" 1'-4"
8'-0" 5'-0" LOBBY / READING AREA 4 SCALE: 1/4" = 1'-0" 12 A8.0 34 (N) 16 (N) 19 (E) 14 (N) 42 (N) 33 (N) 34 (N) 34 (N) 35 (E) 33 (N) 3'-0" 34 (N) 19 (E) 33 (N)
2'-4"
2"
1'-3"
8'-0" 1'-6" 6'-0"
15'-6" LOBBY / READING AREA 3 SCALE: 1/4" = 1'-0" 56 (N) 14 (N) 4 (N) 7 (N) 33 (N) (E) 18 (E) 11 (E) 32 33 (N) 34 (N) OPEN A11 A8.0 10 A8.0 9 A8.0 4 (N) 13 (N) 3 (N) 5 (N) 6 (N) CHECK OUT 7 SCALE: 1/4" = 1'-0" 15" 5 A8.0 6 A8.0 B OPEN OPEN 15 (N) (N) 3 7 (N) (N) 13 (N) 56 OPEN C 7 A8.0 8 A8.0 (N) 7 14 (N) (N) 14 4 (N) (N) 3 (N) 9 D 10 A8.0 11 A8.0 (N) 6 (N) 5 (N) 2 42 (N) 34 (N) 3 (N) 33 (N) 2 (N) 3 A8.0 A COMPUTER STATIONS 6 SCALE: 1/4" = 1'-0" 4 B A8.0 OPEN OPEN OPEN 4 (N) 7 (N) 56 (N) 14 (N) 1 (N) 15 (N) 10 (N) 8'-0" 1'-6" 6'-0"
1'-8" 5'-0" 1'-4"
8'-0" 1'-6" 34 (N) 19 (E)
(E) COFFERED CEILING 39 (E) 19 (E) 42 (E) LOBBY / READING AREA 5 SCALE: 1/4" = 1'-0" 5341 (N) (N) A RESTROOM #2 (RESTROOM #3 REVERSE) 9 SCALE: 1/4" = 1'-0" 6A7.1 5864 (N) (N) 33 (N) 60 (N) B 42 (N) 6A7.160 (N) 64 (N) 33 (N) C 43 (N) 52 (N) 6048 (N) (N) 45 (N) 4'-0" 4'-0" 64 (N) D5243 (N) (N) 85 13 A8.0 5341 (N) (N) 47 (N) 7'-0"
8'-0"
12" 60 (N)
(N)(N) 49 (N) 29 (N) 64 (N) A WORK ROOM 8 SCALE: 1/4" = 1'-0" 15 A8.0 11 A8.0 255 (N) (N) 4 (N) 5 (N) 6 (N) 2 (N) 8 (N) 42 (N) B 33 (N) 34 (N) 15 A8.0 11 A8.0 25 (N) 5 (N) (N) 4 (N) 5 (N) 6 (N) 28(N) C D 25 (N) 4 (N) (N) 2 8'-0" 12 A8.0 8 (N) 5 (N) A 33 (N) A A 4 A8.0 A 20'-4" A PROJECT ADDRESS: THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED IN THE SPACE ABOVE. SIGNED AND SEALED DRAWINGS TAKE PRECEDENCE OVER ALL DIGITAL FILES PROJECT DESCRIPTION: SHEET DESCRIPTION: SUBMITTAL LOG: NO: DATE / DESCRIPTION PROJECT NO:

BUELLTON LIBRARY
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SERVER ROOM SCALE: 1/4" = 1'-0" A 34 (N)
(N) 22 11 B 34 (N)
(N) 33 42 (N)
(N) 34 22 (N) C D 34 (N)
7'-6"
6" A 3360 (N) (N) 27 (N)B C
4'-0" 2'-0" 2'-0" (N) 27 JANITOR SCALE: 1/4" = 1'-0" 10 (N) 66 (N) 33 (N) 25 D 25 (N) 42 (N) 27 (N) (N) (N) 6026 8'-0" MEETING RM. KITCHEN SCALE: 1/4" = 1'-0" A1417 A8.0 11 A8.0 237 (N) (N) 6 (N) 5 (N) 46 (N) 8 (N) STAFF RM. KITCHEN SCALE: 1/4" = 1'-0" A13 2 (N) 37 (N) (N) 5 (N) 5 (N) 46 (N) 8 17 A8.0 11 A8.0 6 (N) A 4352 (N) (N) 8 (N) 60 (N) 5 (N) RESTROOM #1 SCALE: 1/4" = 1'-0" 12 43 (N) 52 (N) 6048 (N) (N) 64 (N) 53 (N) 41 (N) (N) 47 7'-0"
8'-0"
12"
(N) 44 (N) 29 B
4'-0" 4'-0" 60 (N) 33 (N) 19 (N) 64 (N) C 33 (N) 42 (N) 6A7.1 D (N) 45 60 (N) 5864 (N) (N) 33 (N) 8'-0" 6A7.1 (N) 64 6A7.1 13 A8.0 14 A8.0 A STORAGE SCALE: 1/4" = 1'-0" 15 4'-0" 2'-0" 2'-0"
8'-0" 12" EQ. EQ. EQ. 12" 34 (N) 33 (N) (N) 25
PROJECT ADDRESS: THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED IN THE SPACE ABOVE. SIGNED AND SEALED DRAWINGS TAKE PRECEDENCE OVER ALL DIGITAL FILES PROJECT DESCRIPTION: SHEET DESCRIPTION: SUBMITTAL LOG: NO: DATE / DESCRIPTION PROJECT NO:

BUELLTON LIBRARY
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Page 53 of 102 ends

2 EXTERIOR ELEVATION-WEST 1 EXTERIOR ELEVATION-EAST 11 A2.1 5'-10"
2" 13 (N) 11 A2.1 10 A2.1 5A2.1 11 (N) 9 (N) 8 (N) 2 (E) 1 (E) 635 (E) (E) (E) 1112 (N) (N) 6A2.1 8 (N) 7 (N) 8 (N) 16 A7.1 9153 (E) 2 (E) (N) (N) 10 (N) 8A2.1 5 (E) 6 (E) (N) 12 1 (E) 8 & 9 A2.1 6A2.1 109 (N) (N) 3 (E) 6 (E) 11 (N) 8 & 9 A2.1 6A2.1 10 (N) 9 (N) (E) 3 (E) 6 (N) 11 7 (E) 4 (N) (E) 5 1 (E) 2 (E) 35 (N) 65 (E) 11 (E) (N) (E) (N) 12 8 & 9 A2.1 109 (N) (N) 5 (E) 11 (N) 12 (N) 7 (N) 15 (N) 8 (N) 7 (N) 17 A7.1 2 (E) 1 (E) 4 (E) PROJECT ADDRESS: THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED IN THE SPACE ABOVE. SIGNED AND SEALED DRAWINGS TAKE PRECEDENCE OVER ALL DIGITAL FILES PROJECT DESCRIPTION: SHEET DESCRIPTION: SUBMITTAL LOG: NO: DATE / DESCRIPTION PROJECT NO:

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BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT A5.0 EXTERIOR ELEVATIONS EXTERIOR ELEVATION KEYNOTES: EXTERIOR ELEVATION NOTES: X (X) X1

Page 54 of 102 ends

2 EXTERIOR ELEVATION-SOUTH 1 EXTERIOR ELEVATION-NORTH 8A2.1 9A2.1 16 A7.1 12615 (N) (E) (N) 3 (E) 10 (N) 9 (N) 2 (E) 1 (E) 3 (E) 8 (N) 6 (E) (N) 8 (E) 5 (N) 11 6A2.1 9A2.1 8A2.1 1269 (N) (E) (N) 3 (E) 5 (E) 2 (E) 1 (E) 10 (N) 8A2.1 10 (N) 9 (N) 5A2.1 6A2.1 6 (E) 3 (E) 11 (N) 9 (N) 5 (E) 14 (E) 4 (E) 5 (E) 2 (E) 1 (E) 13 (N) 4 (E) 5 (E) 6A2.1 11 A2.1 7 (N) 8 (N) 9 (N) 12 (N) 7A2.1 5A2.1 11 (N) 9 (N) 5 (E) 6 (N) 3 (N) PROJECT ADDRESS: THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED IN THE SPACE ABOVE. SIGNED AND SEALED DRAWINGS TAKE PRECEDENCE OVER ALL DIGITAL FILES PROJECT DESCRIPTION: SHEET DESCRIPTION: SUBMITTAL LOG: NO: DATE / DESCRIPTION PROJECT NO:

BUELLTON LIBRARY
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Page 55 of 102 ends

1 DOOR & WINDOW FLOOR PLAN GLAZING NOTES DOOR SCHEDULE DOOR SCHEDULE NOTES NO. LOCATION SIZE DOOR FRAME COMMENTS REFER TO KEY WINDOW SCHEDULE ID GLAZING SPECIFICATION

FIRE RATING
(MINUTES) WIDTH HEIGHT THICKNESS
TYPE

MATERIAL
FINISH
TYPE

MATERIAL
FINISH

HARDWARE
GROUP HARDWARE GROUP SIZE WINDOW TYPES G-101 107 109 G-102 108 110 111 G-103 116 114 115 113 112
117 118 119 120 121
105 G-101 G-101 104 122 123 103 102 G-101 101 106 G-102 COMMUNITY MEETING ROOM #1

EQUIPMENT
ROOM RESTROOM #1 STORAGE CHILDRENS CHECKOUT ENTRANCE OFFICE SERVER STAFF RESTROOM #2 RESTROOM #3 JANITOR CORRIDOR COMMUNITY MEETING ROOM #2 COMPUTER STATIONS READING AREA STORAGE ADULT / TEEN DOOR FRAME TYPES DOOR TYPES TYPE DETAILS HEAD JAMB SILL 2'-6"
TYP. HEAD JAMB SILL DETAILS PRINTER SELF COMMUNITY CHECKOUT PRINTER PROJECT ADDRESS: THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED IN THE SPACE ABOVE. SIGNED AND SEALED DRAWINGS TAKE PRECEDENCE OVER ALL DIGITAL FILES PROJECT DESCRIPTION: SHEET DESCRIPTION: SUBMITTAL LOG: NO: DATE / DESCRIPTION PROJECT NO:

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202 DAIRYLAND DRIVE
BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT A7.0 DOOR & WINDOW SCHEDULE & DETAILS HEAD / JAMB 3 12345 EXTERIOR DOOR FRAME678 1523487 6 4 12345 FLOOR FINISH TRANSITIONS 1 12345678910111213 E CARPET / CARPET OR TILE / TILE 215 3 3/4" CLR. D SHEET VINYL / VCT 2153/4" CLR. 108 C VCT / CARPET 915 1/2"
CLR. 26 EQ. EQ. 6 9 1 B VCT / CERAMIC TILE 35
3/4"
CLR. 267 A CARPET / CERAMIC TILE 4 3 35
3/4"
CLR. 214 311 4 24" OR 1:20 SLOPE MAX. J SEALED CONC. / VCT 1365 1/2"
CLR. 212 EQ. EQ. 6 9 1 H SEALED CONC. / CER. TILE 35
3/4"
CLR. 2127 F VCT / VCT 5
3/4"
CLR. 26
1/4" MAX.
1/2" MAX. 12435 EXTERIOR DOOR THRESHOLD

OUTSIDE
INSIDE

OUTSIDE
INSIDE 2 JAMB / SILL STOREFRONT DOOR HEAD / 12345678910111213 1011 7695134 6" 8 1 12223

Page 56 of 102 ends

BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT A7.0A DOOR & WINDOW DETAILS 1 1234 300 SERIES WESTERN INTEGRATED INTERIOR DOOR FRAME 2 3 1 4 JAMB HEAD 123 BI-FOLD DOOR HEAD 4 1234 142 3

OUTSIDE
INSIDE

OUTSIDE
INSIDE
1" 6 STOREFRONT WINDOW HEAD / JAMB / SILL 2 1234

OUTSIDE
INSIDE 5678910 17 1042328 HEAD ASSEMBLY INTERMEDIATE ASSEMBLY SILL ASSEMBLY598 5 EXISTING FRAME STOREFRONT DOOR AT 1236478910 58 9476101 10 23 5 FOLDING PARTITION DETAILS 3 HANGER ROD TEMPLATE 6" 3@9" O.C. @ 18" O.C. VAR. 6" 2 1/4" O.C. TYP. STACK DEPTH 33" PLAN VIEW
28" MIN.

POCKET WIDTH
56" POCKET DEPTH 41 1/8" MIN OPENING WIDTH 29'-6"
28" MIN.
8 PANELS @ 43 3/8" 2-SECTION ACUSTICAL POCKET DOOR 2 1/2" 2 1/2" POCKET WIDTH 55" MIN. / 90" MAXROLLER LATCH SOLID BLOCKING REQUIRED AT JAMBS AND ABOVE (BY OTHERS) GENERAL NOTES: Signature 800 ELEVATION 8 7 6 5 4 3 2 1 OPENING WIDTH MAXIMUM PANEL WIDTH 48 1/2" VERTICAL SECTION 1"
9'-7"
1" 5 7/8"
1"
9'-8"
2 7/8"
7" MIN.

V.I.F. SEE HANGER ROD TEMPLATE STRUCTURAL SUPPORT WITH HOLES DRILLED AS PER HANGER ROD TEMPLATE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR HORIZONTAL SECTION TELESCOPIC CLOSURE REMOVABLE HANDLE FOR TELESCOPIC MECHANISM BULB SEAL SOLID BLOCKING REQUIRED (BY OTHERS) 1" 1 1/2" 5 1/2" 5"

Page 57 of 102 ends

BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT A7.1 DOOR / WINDOW & FRAMING DETAILS 1 1234 300 SERIES WESTERN INTEGRATED INTERIOR DOOR FRAME 2 31
4 JAMB HEAD123 WINDOW JAMB
2 INTERIOR DOOR /
1/4"

PER SCHEDULE
SCHEDULE + 3/4" 1" 2"
3/8" 5/8"
7/16"
1 3/4" INTERIOR WINDOW JAMB
3 PER SCHEDULE
SCHEDULE + 3/4" 1" 1 1/2"
3/8"
1/4" INTERIOR WINDOW SILL
4 1"
1 1/2" PER SCHEDULE SCHEDULE + 3/4" PARTITION SILL BLOCKING 5 TILE WAINSCOT
6 123 WATER HEATER BRACING
7 123456789101112
98751042
1 3 1 12 3 12
6 3
97101121 2'-8" MIN. SPERATION PARTITION TO CEILING
8 14 PARTITION TO FLOOR
9 12 10
123456
7 76
4 3
5 2
1 4
7 4321
35 12435
3451 PARTITION TO CEILING
34 5
12 8
-
132 NON-BEARING PARTITION 12
1245673
5 - 9
-
5 6
1 34
1/2"
27 10
-
19'-7" MAX. ALLOW HT. - USE 1 1/4"X5 1/2" / 25GA. (550S125-33) @ 16" O.C. 8 - NON-BEARING PARTITION 11
1245673
5 - 9
-
5 6
1 34
1/2"
27 10
-
11'-4" MAX. ALLOW HT. - USE 1 1/4"X3 5/8" / 25GA. (362S125-18) @ 16" O.C. 12 PARTITION AT CURB 13
123546789101112
7 37411687512910 NON-BEARING PARTITION 14
8 -
1245673
5 - 9
-
5 6
1 34
1/2"
27 10
-
(2) 11'-4" MAX. ALLOW HT. - USE 1 1/4"X3 5/8" / 25GA. (362S125-18) @ 16" O.C.

FRAMING AT (E) OPENING 15
12453
.
5 1
32 145
5 1
2 FRAMING AT (E) OPENING 16
12453
.
535
142
6 6 6
5 1212 FRAMING AT (E) OPENING 17
12345678
12"
MIN.
136
75548
426

Page 58 of 102 ends

BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT 3/20/2021 CBAR SUB A8.0 MILLWORK DETAILS 1 1234 2 3 4 12 3 PARTITION GATE JAMB 8 MILLWORK NOTES / FINISHES MILLWORK REQUIREMENTS: MILLWORK FINSHES: WORK ROOM CABINET SECTION 123456 523 14" 36" 24" 34" 24"
4" 2 1/2" 4" 1624 3 WORK ROOM CABINET SECTION 18 123456 523 14" 36" 24" 34" 24"
4" 2 1/2"
28 1/2" 164 15 12345678 12"
42"
24" 34" 24"
4" 2 1/2" 4"
9" MIN
27" MIN. 6" MIN. 8" MIN. 523 162487 STAFF ROOM CABINET SECTION WORK ROOM CABINET SECTION 123456 523 14" 36" 24" 34" 24"
4" 2 1/2" 4" 1624 3 14
42" 123 STORAGE CABINET ABOVE TOILET 13 123 8" CHECK-OUT COUNTER 5 123456 DA DA 4"
4"
SEE INTERIOR ELEVATIONS 3" 7 123 2 A 2 A 3 1 A 1 A
3" - 12 1'-2"
4" 2 1/2"
3'-0"
7'-10" 53412 WINDOW SEAT 12
16" 11 CABINET SECTION
4" 2 1/2"
34" 24"
4" 32 1 123 SELF CHECK-OUT COUNTER 1 123456 2354 6 1
32" 24" COMPUTER COUNTER AT WALL 2 1234567
32"
1/2"
14 1/2"
15" 20 1/4"3/4" 3" 1 1/2" RAD. 2" 2" 6574 132 COMPUTER STATION 3 4"
32"
2 1/2"
1/2"
14 1/2"
15" 24" 3" 24" 3" 3" 2" 2" 2" 2" 3 21465 123456 COMPUTER STATION 4 12345 4" 1/2" 14 1/2"
32" 15" 54132 1 1/2" 2" PARTITION SECTION CHECK-OUT SIDE COUNTER 9 1/2" 1 1/2"
14 1/2" 40 1/2"
4" 3" 2" 22" 3/4"
2 1/2"
6" 4" 132 546
32" 10" 24" 3"
1 1/2" 30 1/2"
4" 1234 4212
6" 4" 3 12345 2" 18" 2" 213 45 THREE DRAWER 10 CABINET SECTION SINGLE DOOR 12345 D 4 A 2 B 5324" 3" 32"
10"
CHECK-OUT COUNTER (DISABLED ACCESS) 6 13456 18" 3" 18"
4"
32"
2 1/2"
1 1/2"
6" 4" 421 5 3 17

Page 59 of 102 ends

222313

BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427
EF
EF
November 8, 2022
S01-222313-G
PROJECT NO:

PROJECT MGR:

DESIGN BY:

DATE: DESCRIPTION DATE NUMBER
COPYRIGHT (C) WRIGHT ENGINEERS. USE OF THIS DRAWING

AND ANY REPRODUCTIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH IT WAS PREPARED.

REPRODUCTION OR RE-USE OF THIS DRAWING FOR ANY
OTHER PURPOSE IS STRICTLY PROHIBITED. 2 Venture, Suite 200 Irvine, CA 92618 phone (949) 477-4001 [email protected] wrightengineers.com Las Vegas | Orange County | Phoenix | Salt Lake City | Dallas

GENERAL

STRUCTURAL
NOTES
S0.1

PRELIMINARY

NOT FOR

CONSTRUCTION

Page 60 of 102 ends

222313

BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427
EF
EF
November 8, 2022
S02-222313-G
PROJECT NO:

PROJECT MGR:

DESIGN BY:

DATE: DESCRIPTION DATE NUMBER
COPYRIGHT (C) WRIGHT ENGINEERS. USE OF THIS DRAWING

AND ANY REPRODUCTIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH IT WAS PREPARED.

GENERAL

STRUCTURAL
NOTES (CONT'D.)
S0.2

PRELIMINARY

NOT FOR

CONSTRUCTION

Page 61 of 102 ends

222313

BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427
EF
EF
November 8, 2022
S03-222313-D
PROJECT NO:

PROJECT MGR:

DESIGN BY:

DATE: DESCRIPTION DATE NUMBER
COPYRIGHT (C) WRIGHT ENGINEERS. USE OF THIS DRAWING

AND ANY REPRODUCTIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH IT WAS PREPARED.

TYPICAL DETAILS
S0.3

PRELIMINARY

NOT FOR

CONSTRUCTION

Page 62 of 102 ends

222313

BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427
EF
EF
November 8, 2022
S11-222313-PS
PROJECT NO:

PROJECT MGR:

DESIGN BY:

DATE: DESCRIPTION DATE NUMBER
COPYRIGHT (C) WRIGHT ENGINEERS. USE OF THIS DRAWING

AND ANY REPRODUCTIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH IT WAS PREPARED.

FOUNDATION PLAN
S1.1

PRELIMINARY

NOT FOR

CONSTRUCTION

Page 63 of 102 ends

222313

BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427
EF
EF
November 8, 2022
S21-222313-PF
PROJECT NO:

PROJECT MGR:

DESIGN BY:

DATE: DESCRIPTION DATE NUMBER
COPYRIGHT (C) WRIGHT ENGINEERS. USE OF THIS DRAWING

AND ANY REPRODUCTIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH IT WAS PREPARED.

FLOOR PLAN
S2.1

PRELIMINARY

NOT FOR

CONSTRUCTION

Page 64 of 102 ends

222313

BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427
EF
EF
November 8, 2022
S22-222313-PR
PROJECT NO:

PROJECT MGR:

DESIGN BY:

DATE: DESCRIPTION DATE NUMBER
COPYRIGHT (C) WRIGHT ENGINEERS. USE OF THIS DRAWING

AND ANY REPRODUCTIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH IT WAS PREPARED.

ROOF FRAMING
PLAN
S2.2

PRELIMINARY

NOT FOR

CONSTRUCTION

Page 65 of 102 ends

222313

BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427
EF
EF
November 8, 2022
S31-222313-D
PROJECT NO:

PROJECT MGR:

DESIGN BY:

DATE: DESCRIPTION DATE NUMBER
COPYRIGHT (C) WRIGHT ENGINEERS. USE OF THIS DRAWING

AND ANY REPRODUCTIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH IT WAS PREPARED.

FOUNDATION

DETAILS
S3.1

PRELIMINARY

NOT FOR

CONSTRUCTION

Page 66 of 102 ends

222313

BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427
EF
EF
November 8, 2022
S41-222313-D
PROJECT NO:

PROJECT MGR:

DESIGN BY:

DATE: DESCRIPTION DATE NUMBER
COPYRIGHT (C) WRIGHT ENGINEERS. USE OF THIS DRAWING

AND ANY REPRODUCTIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH IT WAS PREPARED.

FRAMING DETAILS
S4.1

PRELIMINARY

NOT FOR

CONSTRUCTION

Page 67 of 102 ends

222313

BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427
EF
EF
November 8, 2022
S42-222313-D
PROJECT NO:

PROJECT MGR:

DESIGN BY:

DATE: DESCRIPTION DATE NUMBER
COPYRIGHT (C) WRIGHT ENGINEERS. USE OF THIS DRAWING

AND ANY REPRODUCTIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH IT WAS PREPARED.

FRAMING DETAILS
S4.2

PRELIMINARY

NOT FOR

CONSTRUCTION

Page 68 of 102 ends

1. ALL WORK SHALL CONFORM TO THE 2019 CALIFORNIA MECHANICAL CODE, UNIFORM

BUILDING CODE, AND ALL OTHER APPLICABLE LOCAL CITY CODES AND REGULATIONS, INCLUDING CALIFORNIA ENERGY CONSERVATION STANDARDS.

2. THIS CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES.

3. CONTROL LOW VOLTAGE WIRING BY MECHANICAL CONTRACTOR AND CONDUIT BY ELECTRICAL CONTRACTOR.

4. CONDENSATE DRAIN PIPING AND FINAL CONNECTION TO UNIT BY PLUMBING CONTRACTOR.

5. REDWOOD SLEEPER OR PLATFORM FOR ROOF AND OR OUTDOOR ON-GRADE

MOUNTED UNITS, DUCT PENETRATION, FACTORY BUILT WALL OR STRUCTURE

MOUNTED HVAC EQUIPMENT, CUTTING AND PATCHING BY GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED ON PLAN.

6. CONNECT MAIN DUCT TO AIR CONDITIONING UNIT WITH FLEXIBLE CONNECTION FOR VIBRATION AND SOUND ATTENUATION.

7. THERMOSTAT SHALL BE 24 VOLT, ONE STAGE HEATING AND ONE OR TWO STAGE COOLING WITH MATCHING SUBBASE AND TAMPER PROOF COVER.

8. PROVIDE FILTER FOR AID CONDITIONING AND/OR AIR SIDE UNITS AS REQUIRED PER ASHRAE AND CODE.

9. THESE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL OTHER TRADES,. THIS INCLUDES

COORDINATING THE LOCATION AND SIZE OF ALL OPENINGS, LOCATIONS OF

EQUIPMENT PADS AND CHANGES OF LOCATIONS OF DUCTWORK, AIR DISTRIBUTION LOCATIONS, PIPING, AND OTHER EQUIPMENT.

10. THE CONTRACTOR SHALL SUBMIT BID BASED ON THE DRAWINGS AND ALTERNATE FOR COST SAVING. THESE DRAWINGS ARE FOR BIDDING PURPOSES.

11. COORDINATE THE LOCATION OF ALL CEILING DIFFUSERS, REGISTERS, AND GRILLES

WITH THE ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL LIGHTING LAYOUT, AND ARCHITECTURAL ROOM ELEVATIONS.

12. DUCTS SHALL BE SUPPORTED WITH 1" WIDE 16-GAUGE HANGER STRAPS AND SHALL BE SPACED AT NO MORE THAN 7'-0" ON CENTERS AND SHALL BE SECURED TO STRUCTURAL MEMBER. EXPOSED DUCTWORK ON ROOF SHALL BE SECURED TO STRUCTURAL MEMBER. EXPOSED DUCTWORK ON ROOF SHALL BE SUPPORTED BY GALVANIZED STEEL ANGLE & SHALL BE PER LOCAL CODE, AND SMACNA STANDARDS.

13. ROUND AND RECTANGULAR DUCTWORK ARE INTERCHANGEABLE IF CROSS SECTION AREAS ARE EQUIVALENT WITH PRESSURE RATINGS. CONTRACTOR SHALL VERIFY

THE EXACT CEILING SPACES AND PROVIDE OR FABRICATE EQUIVALENT DUCTWORK SIZE FOR PROPER FIT INTERCHANGE WITHOUT ANY ADDITIONAL FEE CHARGE.

14. INSTALL VOLUME CONTROL DAMPERS AT EACH SUPPLY DIFFUSER TO AFFORD COMPLETE CONTROL OF THE AIR FLOW IN THE VARIOUS DUCT SYSTEMS. INSTALL SPLITTER DAMPER AT DUCT TAKEOFFS AND DAMPER AS REQUIRED.

15. COORDINATE ENTIRE INSTALLATION OF THE H.V.A.C. SYSTEM WITH THE WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. PROVIDE ALL

FITTINGS, OFFSETS, AND TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION.

16. PROVIDE BACK-DRAFT DAMPER FOR ALL EXHAUST AIR DUCT UNLESS OTHERWISE NOTED PER CODE.

17. CONTRACTOR SHALL SUBMIT A COMPLETE BALANCE REPORT FOR APPROVAL.

SYSTEM AIR BALANCE SHALL BE PERFORMED BY AN INDEPENDENT AIR BALANCE CONSULTANT. A CERTIFIED AABC OR NEBB. THE REPORT SHALL INCLUDE THE FOLLOWING:

A) AIR QUANTITIES AT EACH REGISTER.

B) STATIC PRESSURE READINGS AT INLET AND DISCHARGE

OF EACH AIR HANDLING SYSTEM AND AT INLET
OF EACH EXHAUST AIR SYSTEM.

C) COOLING AND HEATING SUPPLY AND RETURN AIR
TEMPERATURES AT EACH AIR CONDITIONING UNIT.

18. ALL LINED DUCT DIMENSIONS ARE NET CLEAR DIMENSION AFTER LINING HAS BEEN INSTALLED.

19. ANY MATERIAL, ARTICLE OR PIECE OF EQUIPMENT OTHER THAN THAT INDICATED

SHALL NOT BE USED UNLESS APPROVED IN WRITING BY THE ENGINEER AND ANY

CHANGES IN MECHANICAL, ELECTRICAL AND/OR OTHER SYSTEMS REQUIRED DUE TO SUCH SUBSTITUTION SHALL BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR; AND

AT NO ADDITIONAL COST TO THE OWNER

20. EXHAUST OPENING SHALL BE 10'-0" AWAY OR 3'-0" ABOVE FROM OUTSIDE AIR INTAKE.

EXHAUST OPENINGS SHALL ALSO BE 3'-0" AWAY FROM ANY BUILDING INTAKE (DOORS, WINDOWS, ETC.)

21. ACCURATE AS-BUILT DRAWINGS SHALL BE MADE DURING CONSTRUCTION AND SUBMITTED FOR APPROVAL UPON COMPLETION OF INSTALLATION.

22. EQUIPMENT APPROVAL AND INTERLOCK DIAGRAM SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PURCHASE OF INSTALLATION.

23. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO VERIFY LOCATIONS AND

SIZES OF ALL EXISTING EQUIPMENT AND INFORM THE ARCHITECT OF ANY DISCREPANCIES.

24. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR COMPLETION OF THE WORK. ALL

MATERIALS AND WORK SHALL COMPLY WITH APPLICABLE CODES AND GOVERNING REGULATIONS AND MEET THE APPROVAL OF THE LOCAL JURISDICTION.

25. TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE MATERIALS BEFORE, DURING, AND AFTER INSTALLATION. IN THE EVENT OF DAMAGE, IMMEDIATELY

REPAIR ALL DAMAGED AND DEFECTIVE WORK TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER.

26. COMPLETE SHOP DRAWINGS AND EQUIPMENT SUBMITTAL SHALL BE SUBMITTED AND APPROVED PRIOR TO ORDERING AND INSTALLATION OF ANY EQUIPMENT.

27. FOUR SETS OF OPERATING AND MAINTENANCE MANUALS SHALL BE SUBMITTED UPON COMPLETION OF PROJECT.

28. EQUIPMENT WARRANTIES, FURNISH A WRITTEN GUARANTEE AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR ONE YEAR. GUARANTEE SHALL INCLUDE

REPAIR OF DAMAGE TO, OR REPLACEMENT OF, ANY PART OF EQUIPMENT OR PREMISES CAUSED BY EQUIPMENT PROVIDED.

29. DUCTWORK SHALL BE INSULATED OR LINED AS NOTED ON DRAWINGS. (WHERE

APPLICABLE, ALL DUCTWORK EXPOSED ON ROOF SHALL BE INTERNALLY LINED UNLESS OTHERWISE INDICATED OR SPECIFIED). ALL DUCT SIZES ARE SHEET METAL SIZES. ALL DUCT JOINTS SHALL BE SEALED PER SPECIFICATIONS.

30. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL FITTINGS, TRANSITIONS,

DAMPERS, VALVES AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION.

31. AUTOMATIC FIRE DAMPER REQUIREMENTS ARE AS FOLLOWS:

A) PROVIDE AUTOMATIC FIRE DAMPERS AT ALL

PENETRATIONS OF FIRE-RATED CEILINGS AND WALLS
THROUGHOUT. CONTRACTOR SHALL COORDINATE WITH

FIRE-RATED CEILING AREAS AND WALLS AS INDICATED
ON ARCHITECTURAL DRAWINGS. THIS NOTE SHALL

TAKE PRECEDENCE OVER ANY OMISSIONS ON THE
DRAWINGS. SEE SPECIFICATIONS.

B) LOCATION OF FIRE-RATED CEILINGS AND WALLS ARE AS INDICATED ON THE ARCHITECTURAL DRAWINGS.

32. ALL HVAC EQUIPMENT AND APPLIANCES SHALL BE CERTIFIED BY THE STATE OF

CALIFORNIA ENERGY COMMISSION, SHALL MEET AND COMPLY WITH STATE AND OR LOCAL ENERGY EFFICIENCY STANDARDS (E.E.S).

33. HVAC CONTROL SYSTEMS SHALL MEET ALL THE REQUIREMENT OF ENERGY EFFICIENCY STANDARDS (E.E.S), SHALL BE TESTED TO ENSURE THAT CONTROL

DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. SEQUENCES

OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER.

HVAC GENERAL NOTES

ALL FIRE AND SMOKE DAMPERS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S LISTING AND INSTALLATION INSTRUCTIONS. FIRE DAMPERS SHALL BE DYNAMIC TYPE. (CBC 716.3.1, 716.2)
A. WHEN THE AUTOMATIC ACTIVATION OF A SMOKE DAMPER OCCURS, THE HVAC SYSTEM SERVING SUCH DAMPERS SHALL IMMEDIATELY SHUT DOWN (CMC 606.8) B. FIRE AND SMOKE DAMPER SHALL BE LISTED AND BEAR THE LABEL OF AN

APPROVED TESTING AGENCY
C. FIRE DAMPERS SHALL COMPLY WITH THE REQUIREMENTS OF UL 555. ONLY FIRE

DAMPERS LABELED FOR USE IN DYNAMIC SYSTEMS SHALL BE INSTALLED IN

HEATING, VENTILATION, AND AIR-CONDITIONING SYSTEMS DESIGNED TO OPERATE WITH FANS ON DURING A FIRE. SMOKE DAMPERS SHALL COMPLY WITH THE REQUIREMENTS OF UL 555S. COMBINATION FIRE AND SMOKE DAMPERS SHALL COMPLY WITH BOTH UL 555 AND UL 555S. CEILING RADIATION DAMPERS SHALL COMPLY WITH THE REQUIREMENTS OF UL 555C. (CBC 716.3.1)
D. FIRE DAMPERS SHALL HAVE A MINIMUM DAMPER RATING OF 1.5 HOURS WHEN INSTALLED IN LESS THAN 3-HOUR FIRE -RESISTANCE RATED ASSEMBLIES. RATINGS FOR DAMPERS INSTALLED IN WALLS RATED AT 3 HOURS OR MORE SHALL HAVE A MINIMUM FIRE RATING OF 3 HOURS. (CBC 716.3.2)
E. FIRE AND SMOKE DAMPERS SHALL BE PROVIDED WITH AN APPROVED MEANS OF

ACCESS, WHICH IS LARGE ENOUGH TO PERMIT INSPECTION AND MAINTENANCE OF THE DAMPER AND ITS OPERATING PARTS . THE ACCESS OPENING SHALL NOT REDUCE THE FIRE RESISTANCE RATING OF THE ASSEMBLY. FIRE AND SMOKE

DAMPER ACCESS POINTS SHALL BE PERMANENTLY IDENTIFIED ON THE EXTERIOR HAVING LETTERS NOT LESS THAN 1/2" HIGH READING "FIRE DAMPER" OR "FIRE/SMOKE DAMPER" (CBC 716.4)

FIRE DAMPER NOTES

1. EVERY DUCT AND PLENUM WHICH IS A PORTION OF THE COMFORT HEATING AND/OR COOLING SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF THE 2019 CALIFORNIA MECHANICAL CODE. THE CONSTRUCTION, INSULATION AND SUPPORT OF EVERY DUCT AND PLENUM SHALL COMPLY WITH LOCAL CODE AND SMACNA.

2. CONCEALED SPACES, CIRCULATION AIR NO COMBUSTIBLE MATERIAL (SUCH AS

EXPOSED COMMUNICATION CABLES, INSULATED WIRES, PLASTIC TUBING OR

PIPING, PIPE INSULATION, CONDENSATE PAN INSULATION, WOOD, PVC, ABS AND

OTHER PLASTICS) TO BE IN CONCEALED SPACES USED TO CONVEY CIRCULATING AIR SUPPLY. WHEN COMBUSTIBLE MATERIAL IS TO BE LOCATED IN THE ABOVE SPACES, IT SHALL BE APPROVED FOR SUCH INSULATION.

3. INSULATION OF DUCTS:

EVERY CONDITIONED AIR SUPPLY AND PLENUM SHALL BE INSULATED WITH NO LESS THAN 2" R-8 OF INSULATION VALUE.

ONLY APPROVED MATERIALS SHALL BE USED WITHIN DUCTS OR PLENUMS FOR INSULATING, SOUND DEADENING OR OTHER PURPOSES.

INSULATION MAY BE OMITTED ON THE PORTION OF AN OUTSIDE AIR DUCT WHICH

IS LOCATED WITHIN A WALL OR A FLOOR-CEILING SPACE WHERE BOTH SIDES AND

THIS SPACE ARE EXPOSED TO CONDITIONED AIR AND WHERE THIS SPACE IS NOT VENTILATED OR OTHERWISE EXPOSED TO UNCONDITIONED AIR.

4. SEALING:

TRANSVERSE SUPPLY DUCTS, TAPED OR SEALED WITH MASTIC EXCEPT FOR

DUCTS EXPOSED TO CONDITIONED SPACE, WHERE DUCT STATIC PRESSURE EXCEEDS 3/4" WATER, LONGITUDINAL JOINTS, TAPED OR SEALED WITH MASTIC.

5. INSPECTION:

INSPECTION TO BE MADE AND DUCTWORK APPROVED BEFORE COVERING WITH INSULATION.

6. TEMPERATURE CONTROLS :

EACH HVAC SYSTEM SHALL BE PROVIDED WITH AT LEAST ONE AUTOMATIC

TEMPERATURE CONTROL DEVICE FOR THE REGULATION OF TEMPERATURE THESE

AUTOMATIC TEMPERATURE CONTROL DEVICES SHALL BE CAPABLE OF BEING SET TO MAINTAIN SPACE TEMPERATURE SET POINTS FROM 55 DEGREES F TO 85

DEGREES F, SHALL BE CAPABLE OF OPERATING THE SYSTEM HEATING AND/OR COOLING IN SEQUENCE. EXCEPT AS ALLOWED, THESE CONTROLS SHALL BE ADJUSTABLE TO PROVIDE A DEAD BAND OF 5 DEGREES F BETWEEN FULL HEATING AND FULL COOLING. CONTROLS SHALL HAVE THE CAPABILITY OF TERMINATING ALL HEATING AT A TEMPERATURE NO MORE THAN 70 DEGREES F AND OF TERMINATING ALL COOLING AT A TEMPERATURE NOT LESS THAN 78 DEGREES F.

GENERAL SPECIFICATIONS
M0.1 MECHANICAL NOTES AND LEGENDS
M0.2 MECHANICAL SCHEDULES
M1.0 MECHANICAL FLOOR PLAN
M1.1 MECHANICAL FLOOR PLANS
M1.2 MECHANICAL FLOOR PLAN
M2.0 MECHANICAL DETAILS
M2.1 MECHANICAL DETAILS
M3.0 MECHANICAL SPECIFICATIONS
M3.1 MECHANICAL SPECIFICATIONS
M4.0 ENERGY COMPLIANCE
M4.1 ENERGY COMPLIANCE

DRAWING SCHEDULE
PROJECT #:

PROJECT ADDRESS:
8605 Santa Monica Blvd Ste 63454
West Hollywood, CA 90069
951-902-6600
[email protected]
www.winstoneng.com
202 DAIRYLAND DRIVE

BUELLTON, CA
93427

REVISION SCHEDULE

ISSUE DATE
These drawings and specifications, and ideas, designs and arrangements represented are and shall remain the property of the engineer. No part shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they have been prepared without written consent of the engineer. Visual contact with these drawings and specifications shall constitute evidence of acceptance of these restrictions.

Submittal of documents to public agencies shall not be considered a waiver of Engineer.

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MECHANICAL NOTES AND LEGENDS
TITLE 24 NOTES:
1) EXTERIOR WALL INSULATION R-19.
2) ROOF INSULATION R-38
3) LOW E DOUBLE EXTERIOR GLAZING SHGC VALUE 0.33.
4) LOW E DOUBLE EXTERIOR GLAZING U VALUE 0.34.
5) GAS WATER HEATER WITH UEF OF 0.81
6) SUPPLY ANDS RETURN DUCTS TO HAVE R-4.2 INSULATION.

Page 69 of 102 ends

SYMBOLS AND ABBREVIATIONS
SA
RA
SAD
RAG
EAG
SWS
SWR
CD
CFM
FD
MCA
FLA
MOCP
RLA
HP
OSA
TYP
UTR
U/C

AFF/BFF

DB, EAT, LAT

BTU, MBH

EER, SEER
HSPF

SUPPLY AIR PLENUM CROSS SECTION

RETURN AIR PLENUM CROSS SECTION
SUPPLY DIFFUSER, CEILING W/ 4-WAY

RETURN AIR GRILLE/REGISTER, CEILING

EXHAUST AIR GRILLE/REGISTER, CEILING

SIDE WALL SUPPLY REGISTER

SIDE WALL RETURN GRILLE

CONDENSATE DRAIN

CUBIC FEET PER MINUTE

FIRE DAMPER
MAX. CIRCUIT AMPACITY

FULL LOAD AMPERES
MAX. OVERCURRENT PROTECTION DEVICE

RATED LOAD AMPERES

HORSE POWER

OUTSIDE SUPPLY AIR

TYPICAL DETAIL CALLOUT

UP THRU ROOF
UNDERCUT DOOR 1"

ABOVE FINISHED FLOOR/ BELOW FINISHED FLOOR
DRY BULB, ENTERING AIR TEMP., LEAVING AIR TEMP.

BRITISH THERMAL UNIT, THOUSAND BTU/HR

HEATING SEASONAL PERFORMANCE FACTOR

KW KILOWATT
CD
(CFM)
(TYP)

THERMOSTAT

SMOKE DETECTOR
T
SD
ENERGY EFFICIENCY RATING, SEASONAL ENERGY EFF.

RATING

KEF KITCHEN EXHAUST FAN

MUA MAKE UP AIR

DIFFUSER, REGISTER, AND GRILLE SCHEDULE
24x24
12x12

TAG SYMBOL

MANUFACTURER &

MODEL NECK SIZE POSITION CFM RANGE REMARKS
6"⌀
8"⌀
10"⌀
12"⌀
14"⌀
0-100
101-175
176-350
351-480
481-700

CEILING

TITUS MCD
(CFM) (LAY-IN)
1 2 3 4 5 6 7 8 9

A B C D
MAX. FLEX CONNECTION 5' LONG WITH MVD AT

EACH BRANCH CONNECTION
24x24
12x12
6"⌀
8"⌀
10"⌀
12"⌀
14"⌀
0-200
201-325
326-425
426-625
626-725

CEILING
TITUS PAR-AA (LAYIN)
(CFM)

EGGCRATE TYPE
24x24
12x12
(CFM)
16"⌀
18x18
22x22
22x46
726-825
826-1350
1351-2000
2001-4000
24x24
12x12
6x6
8x8
10x10
12x12
14x14
0-75
76-150
151-250
251-350
351-475

CEILING
TITUS 50F
(GYPBOARD/

HAROLD)
(CFM)
24x24
12x12
(CFM)
16x16
18x18
20x20
22x22
476-650
651-850
851-1025
1026-1275
24x24
28x28
30x30
32x32
34x34
1276-1600
1601-2500
2501-2900
2901-3375
3376-3825
A. MODEL NUMBERS ARE TITUS UNLESS OTHERWISE NOTED
B. PROVIDE 24x24 MODULES FOR ALL DIFFUSERS LAID IN CEILING, UNLESS OTHERWISE NOTED.

C. FRAME ALL AIR DEVICES FOR APPROPRIATE CEILING TYPE
D. PROVIDE ALUMINUM FRAME FOR HARD CEILINGS IN TOILETS, JANITOR'S CLOSET AND LOCK-UP ROOM.

1. FLEXIBLE DUCTS CONNECTING THE DIFFUSERS SHALL BE FULL SIZE OF NECK DIAMETER.

2. MAXIMUM NOISE CRITERION RATING <30 DBA

3. DIFFUSERS SHALL BE 4-WAY BLOW UNLESS OTHERWISE INDICATED ON PLANS.

4. MOUNTING FRAME TYPE SHALL BE COORDINATED WITH CEILING CONSTRUCTION TYPE, COORDINATE WITH ARCHITECT

5. NECK DIAMETER SHALL BE PER MANUFACTURER

6. DEVICE SHALL BE PAINTED BY PAINTING CONTRACTOR TO MATCH ADJACENT CEILING SURFACES PER ARCHITECTURAL SPECIFICATIONS.

7. WITH DIRECTIONAL BLADES.

8. PROVIDE SUBMITTAL FOR ARCHITECTS/ ENGINEER REVIEW AND APPROVAL 1 2 3 4 5 6 7 8 9

A B C D
1 2 3 4 5 6 7 8
A B C
9 EXHAUST FAN SCHEDULE

UNIT MANUFACTURER &
MODEL

LOCATION MOTOR DATA
W
WEIGHT
(LBS) REMARKS
EF-1 CEILING INSTALL WITH BDD. ENERGY START RATED FAN.

CONNECT TO LIGHT SWITCH.

AREA SERVED CFM ESP
RESTROOM #1
V PH

GREENHECK
SP-APO511W
80 0.5 18 115 1 10
EF-2 GREENHECK
SP-APO511W
EF-3 GREENHECK
SP-APO511W
EF-4 GREENHECK CEILING
SP-APO511W

JANITOR
EF-5 CEILING MECHANICAL
ROOM

GREENHECK
SP-APO511W
CEILING RESTROOM #2 80 0.5 18 115 1 10
CEILING RESTROOM #3 80 0.5 18 115 1 10
80 0.5 18 115 1 10
80 0.5 18 115 1 10
INSTALL WITH BDD. ENERGY START RATED FAN.

CONNECT TO LIGHT SWITCH.

INSTALL WITH BDD. ENERGY START RATED FAN.

CONNECT TO LIGHT SWITCH.

INSTALL WITH BDD. ENERGY START RATED FAN.

CONNECT TO LIGHT SWITCH.

INSTALL WITH BDD. ENERGY START RATED FAN.

CONNECT TO LIGHT SWITCH.

OUTSIDE FAN SCHEDULE

UNIT MANUFACTURER &
MODEL

LOCATION MOTOR DATA
HP
WEIGHT
(LBS) REMARKS
SF-1 INLINE INSTALL WITH BDD AND MANUAL DAMPER.

HARDWIRE FAN TO FAN COIL MOTOR. PROVIDE
WITH VIBRATION ISOLATION KIT.

AREA SERVED CFM ESP
FC-1
V PH

GREENHECK
SQ-95-DGEX-QD
341 0.35 1/8 115 1 38
SF-2 INLINE INSTALL WITH BDD AND MANUAL DAMPER.

HARDWIRE FAN TO FAN COIL MOTOR. PROVIDE
WITH VIBRATION ISOLATION KIT.

GREENHECK FC-2
SQ-95-DGEX-QD
272 0.4 1/8 115 1 38
SF-3 INLINE INSTALL WITH BDD AND MANUAL DAMPER.

HARDWIRE FAN TO FAN COIL MOTOR. PROVIDE
WITH VIBRATION ISOLATION KIT.

GREENHECK FC-3
SQ-95-DGEX-QD
256 0.4 1/8 115 1 38

SPLIT HEAT PUMP UNITS

UNIT MANUFACTURER
& MODEL

LOCATION CFM
COOLING CAP. (MBH)
OSA
SENS. TOTAL
HEATING CAP. (MBH)

MBH TEMP

SEER HSPF
WEIGHT
(LBS)

REMARKS
FC-1 AIRQUEST
FEM4X3600BL
HORIZONTAL 1,200 341 33.8 47° F 14 8.2 170
PROVIDE WITH MERV-13 FILTER, STANDARD FILTER RACK, PVC CONDENSATE TRAP KIT, DUCT SMOKE DETECTOR (SUPPLY PLENUM) AND SOUND JACKET (COMPRESSOR). 28 36
EDB/
EWB
77/64
AMB
°F
84 NAMEPLATE

MCA/MOCP FLA

19.5/30 -
V/PH
208/1
HP

0.5 STATIC

PRESSURE

0.6"
WEIGHT
(LBS)
122

NAMEPLATE

MCA/MOCP FLA

5.1/15 4.1
V/PH
208/1

UNIT MANUFACTURER
& MODEL
HP-1 AIRQUEST
R4FH436GKB
FC-2 AIRQUEST
FEM4X3600BL
HORIZONTAL 1,200 272 0.5 0.6" 5.1/15 4.1 208/1 122
FC-3 AIRQUEST
FEM4X6000BL
HORIZONTAL 1,750 256 0.75 0.6" 7.5/15 6.0 208/1 175
HP-2 AIRQUEST
R4FH436GKB
HP-3 AIRQUEST
R4FH460GKB
36 60
28 48

33.8 54.5
47° F
47° F
14 14

8.2 8.2
77/64 84
76/63 84
170
212
208/1
208/1

19.5/30
32/50
PROVIDE WITH MERV-13 FILTER, STANDARD FILTER RACK, PVC CONDENSATE TRAP KIT, DUCT SMOKE DETECTOR (SUPPLY PLENUM) AND SOUND JACKET (COMPRESSOR).

PROVIDE WITH MERV-13 FILTER, STANDARD FILTER RACK, PVC CONDENSATE TRAP KIT, DUCT SMOKE DETECTOR (SUPPLY PLENUM) AND SOUND JACKET (COMPRESSOR).

PROJECT #:

PROJECT ADDRESS:
8605 Santa Monica Blvd Ste 63454
West Hollywood, CA 90069
951-902-6600
[email protected]
www.winstoneng.com
202 DAIRYLAND DRIVE

BUELLTON, CA
93427

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Page 70 of 102 ends

COMPUTER

STATIONS

CHILDRENS
WINDOW
SEAT

FOR HVAC IN THIS AREA, PLEASE
SEE SHEET 1/M1.1

FOR HVAC IN THIS AREA, PLEASE
SEE SHEET 2/M1.1

FOR HVAC IN THIS AREA, PLEASE
SEE SHEET 1/M1.2
HP-3 HP-1 HP-2

CENTER HEAT PUMPS WITH
DOORS. INSTALL THEM
OVER A 38”X38”X4” HIGH

CONCRETE PAD
FULL LOUVERD DOORS. NO ROOF
OVER OUTDOOR HEAT PUMPS.

FC-1
FC-2
FC-3

REFRIGERATION LINES
(TYP. 3)
PROJECT #:

PROJECT ADDRESS:
8605 Santa Monica Blvd Ste 63454
West Hollywood, CA 90069
951-902-6600
[email protected]
www.winstoneng.com
202 DAIRYLAND DRIVE

BUELLTON, CA
93427

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MECHANICAL FLOOR PLAN
3/16" = 1'-0" 1

FLOOR PLAN - MECHANICAL PLANS
MECHANICAL NOTES:
1) UNDERCUT ALL INTERIOR DOORS.
2) PROVIDE SMOKE DETECTORS AT THE 3 FAN COIL UNITS SUPPLY DUCTS (AS CLOSE AS POSSIBLE TO THE SUPPLY PLENUM). SMOKE DETECTORS TO BE

CALIFORNIA FIRE MARSHALL APPROVED AND THEY WILL BE ABLE TO SHUTT OFF THE FAN COIL SUPPLY FAN WHERE SMOKE IS DETECTED. IF THERE IS A FIRE SYSTEM, CONNECT THE FIRE SMOKE DAMPERS TO THE FIRE SYSTEM. 3) CEILING GRILLES WILL BE USED AS ACCESS PANEL FOR THE MECHANICAL EQUIPMENT; WHERE THERE ARE NO CEILING GRILLES MECHANICAL ACCESS

PANELS WILL BE PROVIDED TO BE ABLE TO REMOVE THE BIGGEST PART OF THE MECHANICAL EQUIPMENT SERVED. PLEASE SEE ARCHITECTURAL PLANS FOR LOCATIONS.

Page 71 of 102 ends

6" EXHUAST UP TO ROOF.

TERMINATE WITH A GOOSENECK
18" ABOVE FINISH ROOF (TYP. 3)
EF-2
EF-4
FC-1
24"X20"X24" HIGH

RETURN PLENUM
24"X20"X24" HIGH

SUPPLY PLENUM
EF-3
12" SUPPLY
DUCT
24"X24"
450 CFM
24"X24"
450 CFM
24"X24"
200 CFM
12"x12"
100 CFM
16" SUPPLY DUCT
12" SUPPLY
DUCT
6" SUPPLY
DUCT
8" SUPPLY
DUCT
24"X24"
330 CFM
24"X24"
329 CFM
T
10" RETURN
DUCT 12" RETURN DUCT
10" RETURN DUCT
24"X24"
200 CFM
10" RETURN DUCT
9" OUTSIDE DUCT.

SET TO 341
12"X12" LOUVER (MIN. 50% FREE
AREA). INSTALL LOUVER ABOVE

SOFFIT AREA
FC-1
9" OUTSIDE DUCT.
6" EXHUAST UP TO ROOF.

TERMINATE WITH A GOOSENECK
18" ABOVE FINISH ROOF (TYP. 2)
EF-1
EF-5
FC-2
24"X20"X24" HIGH

RETURN PLENUM
24"X20"X24" HIGH

SUPPLY PLENUM
24"X24"
525 CFM
24"X24"
525 CFM
16" SUPPPLY DUCT
12" SUPPLY
DUCT
12" SUPPLY
DUCT
12”x12”
50 CFM
12”x12”
50 CFM
12”x12”
50 CFM
8" SUPPPLY DUCT
6" SUPPLY
DUCT
6" SUPPLY
DUCT
6" SUPPLY
DUCT
24"X24"
389 CFM
24"X24"
389 CFM
10" RETURN DUCT
16" RETURN DUCT
12”x12”
50 CFM
6RETURN
DUCT
9" OUTSIDE DUCT.

SET TO 272
FC-2
9" OUTSIDE DUCT.
12"X12" LOUVER (MIN. 50% FREE
AREA). INSTALL LOUVER ABOVE

SOFFIT AREA
14" RETURN DUCT
T
12”x12”
50 CFM
12”x12”
50 CFM
6” RETURN DUCT
(TYP. 2)

NEW WATER HEATER (GAS)
5" DIRECT VENT TERMIANTION. INSTALL AS
HIGH AS POSSIBLE. SEE DETAIL 2/M2.1
PROJECT #:

PROJECT ADDRESS:
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West Hollywood, CA 90069
951-902-6600
[email protected]
www.winstoneng.com
202 DAIRYLAND DRIVE

BUELLTON, CA
93427

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PARTIAL MECHANICAL FLOOR PLANS
1/4" = 1'-0"
1 MECHANICAL PLAN #1
1/4" = 1'-0" 2
MECHANICAL PLAN #2

Page 72 of 102 ends

FC-3
18" SUPPLY
DUCT
12" SUPPLY
DUCT
24"X24"
450 CFM
24"X24"
450 CFM
24"X24"
400 CFM
12" SUPPLY
DUCT
24"X24"
450 CFM
10" SUPPLY
DUCT
12" SUPPLY DUCT
24"X24"
400 CFM
24"X24"
400 CFM
24"X24"
400 CFM
24"X24"
294 CFM
16" RETURN
DUCT
12" RETURN
DUCT
12" RETURN
DUCT
9" RETURN DUCT
12" RETURN
DUCT
T
12"X12" LOUVER (MIN. 50% FREE
AREA). INSTALL LOUVER ABOVE

SOFFIT AREA
9" OUTSIDE
DUCT. SET TO 246
9" OUTSIDE DUCT.

FC-3
PROJECT #:

PROJECT ADDRESS:
8605 Santa Monica Blvd Ste 63454
West Hollywood, CA 90069
951-902-6600
[email protected]
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202 DAIRYLAND DRIVE

BUELLTON, CA
93427

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PARTIAL MECHANICAL FLOOR PLAN
1/4" = 1'-0"
1 MECHANICAL PLAN #3

Page 73 of 102 ends

ACOUSTICAL FLEX. DUCT 5'-0" MAX.

LENGTH

MANUAL VOLUME DAMPER WITH

LOCKING QUADRANT AT BRANCH TAKE
OFF

INSULATED PRE-FAB, SPIRAL ROUND
DUCT. REFER TO FLOOR PLANS FOR
SIZES

DIFFUSER, SEE PLANS FOR TYPE
1-1/2" WIDE SHEET METAL STRAP

SECURE WIRE TO STRUCTURE ABOVE
7 CEILING
6 5
4 3
2 1
7 4
3 2
1 5
6 NOTES:

FINISHED
FLOOR
TOP OF

THERMOSTAT
24" MAX
48" MAX
34" MAX

FINISHED
FLOOR
TOP OF

THERMOSTAT
48" MAX36" MIN
OVER

OBSTRUCTION

MOUNT HEIGHT

ROUND RIGID DUCT (SPIRAL SEAM)
5/16" DIA. ALL THREAD SECURED TO
STRUCTURE ABOVE.
1 1/2" WIDE, 16 GA.

SUPPORT STRAP WITH 6'-0"
MAX. SPACING, WITH
WASHERS AND LOCK NUTS.

ROUND RIGID DUCT
(LOGITUDINAL SEAM)

SUPPORT WIRE SECURED
TO STRUCTURE ABOVE.
1" WIDE, 18 GA. SUPPORT
STRAP WITH 5'-0" MAX.

SPACING.

FLEXIBLE DUCT, 5'-0"

MAXIMUM LENGTH

SUPPORT WIRE SECURED
TO STRUCTURE ABOVE.
2" WIDE SUPPORT STRAP
WITH 3'-0" MAX. SPACING.

SECTIONS SIDE VIEWS

CEILING

RIVET OR BOLT HOOD TO

DUCTWORK TO BE RIGID
AND SECURE.

NAIL FLASHING COLLAR
THRU ROOF DECK.
18" MIN.

PRIME PAINT WITH 2 COATS OF WEATHER
RESISTANT PAINT. COLOR AS DIRECTED
BY THE ARCHITECT.
1/2" MESH GALV. SCREEN.
4x4 CANT STRIP

FLASHING

ROOFING
ROOF
NOTES:

CONDENSATE

P-TRAP, VENTED TO

CEILING SPACE
FLEX CONN.

SEE FLOOR PLAN

EXACT DISCHARGE
(BACK OR SIDE) AND

DUCT SIZE

PROVIDE SEISMIC

RESTRAINT

SIDE RETURN

GRILLE (LEFT OR
RIGHT)
1/2"∅HANGER RODS
THREADED (TYP. 4)

ELECTRICAL

OUTLETS
1" DEFL. SPRING VIB.

ISO, (TYP. 4)

REF LINE

WOOD STRUCTURE
HANGER
ROD

THREADED
HANG PIPE LARGER THAN 4"

FROM TOP OF JOISTS ONLY AT

PANEL POINT

SIDE BEAM CONNECTOR

ATTACHED TO TOP CHORD OF

WOOD TRUSS
1 2
1 2

SEE WOOD

STRUCTURE

PRIMARY CONDENSATE DRAIN, P-TRAP VENTED TO ATTIC SPACE, TO LAV TAIL PIECE. SEE PLUMBING PLAN EXACT TERMINATION
DISCHARGE.

WATER-TIGHT GALVANIZED SHEET METAL SECONDARY

DRAIN PAN, SLOPE FROM DUCT TOWARDS DRAIN OUTLET
SECONDARY DRAIN TERMINATE 2" BELOW BOTTOM OF PAN
TO DRIP ABOVE WALKWAY FOR IMMEDIATE NOTICE.

SHOWN HERE IS A GENERAL AND SCHEMATIC COMPACT

DETAIL, REFER TO EXACT CONSTRUCTON DETAIL
PROVIDED AT THE UNIT PURCHASE.

PROVIDE CONDENSATE PUMP IF NECESSARY FOR POSITIVE
DRAINAGE.

PROVIDE ACCESS DOOR FOR HARD CEILINGS.
1 2
3 4
5 6
1 2
3 GENERAL NOTE:

1. INSTALL OSA PER MANUFACTURER
RECOMMENDATIONS. SIZE DUCT AS

INDICATED ON PLANS

TO ROOF JACK

FLASHING SPOT WELDED

SHEET METAL COUNTER

BACK DRAFT DAMPER

BIRD SCREEN

ROOFING BY OTHERS
SIZING

ROUTING AND

SEE PLAN FOR

EXHAUST DUCT

CEILING

CEILING SPACE
1-2
EF
PROJECT #:

PROJECT ADDRESS:
8605 Santa Monica Blvd Ste 63454
West Hollywood, CA 90069
951-902-6600
[email protected]
www.winstoneng.com
202 DAIRYLAND DRIVE

BUELLTON, CA
93427

REVISION SCHEDULE

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MECHANICAL DETAILS

EXHAUST FAN - CUT SHEETS
NTS
7 NTS
1 M1 CEILING DIFFUSER
NTS
2 M2 THERMOSTAT MOUNTING
NTS
3 M3 ROUND DUCT SUPPORT
NTS 4
M6 ROOF GOOSENECK
NTS 5
M10 FAN COIL MOUNTING
NTS 6
M13 CEILING EXHAUST FAN

OUTDOOR FAN - CUT SHEETS
NTS
8

Page 74 of 102 ends

PROJECT #:

PROJECT ADDRESS:
8605 Santa Monica Blvd Ste 63454
West Hollywood, CA 90069
951-902-6600
[email protected]
www.winstoneng.com
202 DAIRYLAND DRIVE

BUELLTON, CA
93427

REVISION SCHEDULE

Submittal of documents to public agencies shall not be considered a waiver of Engineer.

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MECHANICAL DETAILS

HEAT PUMP SYSTEMS - CUT SHEETS
NTS
1 WATER HEATER DIRECT VENT - CUT SHEETS
NTS
2

Page 75 of 102 ends

PART 1 - GENERAL

1.01 DESCRIPTION
A. SECTIONS 15000 THRU 15899 PERTAIN TO HEATING VENTILATING AND AIR CONDITIONING WORK. THIS SECTION APPLIES TO AND GOVERNS ALL HVAC SECTIONS.

B. REFER TO OTHER DIVISIONS FOR CONTINUATION OF EXTERIOR AND ALLIED WORK.

C. FIELD PAINTING IS SPECIFIED IN DIVISION 9.

1.02 PERMITS, FEES, CODES, ORDINANCES, AND REGULATIONS
A. OBTAIN AND PAY FOR ALL PERMITS, INSPECTIONS AND CONNECTION FEES REQUIRED BY GOVERNING BODIES IN CONNECTION WITH THE WORK. DELIVER CERTIFICATES OF INSPECTION TO THE ARCHITECT-ENGINEER.

B. ALL WORK SHALL COMPLY WITH GOVERNING CODES, ORDINANCES, AND REGULATIONS OF

CITY, COUNTY AND STATE HAVING JURISDICTION, AND THE NATIONAL ELECTRICAL CODE, MECHANICAL CODE, AND REQUIREMENTS OF BOARD OF HEALTH.

1.03 QUALITY ASSURANCE
A. INDUSTRY STANDARDS AND CODES: UNLESS MODIFIED BY THESE SPECIFICATIONS, THE

DESIGN, MANUFACTURE, TESTING AN METHOD OF INSTALLING ALL MATERIALS, APPARATUS AND EQUIPMENT SHALL CONFORM TO THE FOLLOWING:

1. ARI CODE FOR REFRIGERATION APPARATUS

2. ANSI B9.1 SAFETY CODE FOR MECHANICAL REFRIGERATION.

3. STANDARDS OF NATIONAL FIRE PROTECTION ASSOCIATION

4. SMACNA

5. ASHRAE

1.04 SUBMITTALS
A. SHOP DRAWINGS: SUBMIT ON ALL MATERIALS, PRODUCTS, EQUIPMENT AND SYSTEMS

AS SPECIFIED UNDER HVAC SECTION IN THIS DIVISION IN ACCORDANCE WITH THE GENERAL CONDITIONS.

B. PRODUCT DATA: SUBMIT ON ALL MATERIALS, PRODUCTS, AND EQUIPMENT UNLESS OTHERWISE SPECIFIED OR ACKNOWLEDGED IN WRITING.

C. SAMPLES: BUILT WHEN SPECIFIED OR REQUESTED.

D. TEST AND BALANCE REPORT: SUBMIT AT FINAL INSPECTION
E. OPERATION AND MAINTENANCE MANUALS: SUBMIT COPIES IN COMPLIANCE WITH

SECTION, OPERATIONS, AND MAINTENANCE MANUALS

1.05 JOB CONDITIONS
A. PROTECT MATERIALS, APPARATUS AND EQUIPMENT FROM DAMAGE, MOISTURE, DIRT, DEBRIS, AND WORK OF OTHER TRADES.

B. USE OF PAPER, CARDBOARD OR OTHER FLIMSY MATERIAL WILL NOT BE PERMITTED.

REPLACE DAMAGED PROTECTIVE MATERIALS IMMEDIATELY. DO NOT INSTALL DAMAGED MATERIALS AND EQUIPMENT; REMOVE FROM THE SITE.

1.06 RECORD DOCUMENTS
A. REFER TO GENERAL CONDITIONS AND DIVISION 1 FOR REQUIREMENTS CONCERNING RECORD DOCUMENTS.

B. FURNISH ARCHITECT-ENGINEER WITH ONE SET OF ACCURATELY MARKED BLUE-LINE

COPIES OF THE DRAWINGS, INDICATING ALL CHANGES FROM THE CONTRACT DRAWINGS AND ALL HVAC WORK AND CONTROLS AS INSTALLED.

1.07 GUARANTEES AND SERVICE
A. REFER TO GENERAL CONDITIONS FOR GUARANTEE.

B. WHERE EXTENDED GUARANTEES ARE CALLED FOR HEREIN, FURNISH THREE COPIES TO BE

INSERTED IN OPERATION AND MAINTENANCE MANUALS
C. ALL PREVENTATIVE MAINTENANCE AND NORMAL SERVICE WILL BE PERFORMED BY THE OWNERS MAINTENANCE PERSONNEL AFTER FINAL ACCEPTANCE OF THE WORK. THIS SHALL NOT ALTER THE CONTRACTORS GUARANTEE OF THE WORK IN ANY WAY.

D. ALL LABELS SHALL BE SECURELY AFFIXED.

PART 2 - PRODUCTS

2.01 GENERAL
A. ALL MATERIALS AND EQUIPMENT SHALL BE NEW SYSTEMS, SHALL BE PROVIDED COMPLETE,

AND EACH SYSTEM AS NEW THEREOF FAIL TO MEET PERFORMANCE REQUIREMENTS,

NECESSARY REPLACEMENTS, ALTERATIONS OR REPAIRS, AS REQUIRED BY THE

ARCHITECT-ENGINEER, SHALL BE MADE TO BRING PERFORMANCE UP TO SPECIFIED REQUIREMENTS OF BUILDING.

B. WHERE MULTIPLE ITEMS OF EQUIPMENT OF MATERIALS ARE REQUIRED, THEY SHALL BE

THE PRODUCT OF A SINGLE MANUFACTURER
C. BEFORE ORDERING ANY EQUIPMENT, THE SIZE OF ALL EQUIPMENT SHALL BE CHECKED TO EASILY FIT SPACES ALLOTTED ON THE DRAWINGS.

D. INSERTS PIPE SLEEVES, SUPPORTS AND ANCHORAGE OF AIR CONDITIONING EQUIPMENT

SHALL BE PROVIDED IS SPECIFIED HEREIN, WHERE SUCH ITEMS ARE TO SET OR EMBEDDED

IN CONCRETE MASONRY OR SIMILAR WORK, THE ITEMS SHALL BE FURNISHED AND LAYOUT

MADE AT THE PROPER TIME FOR THE SETTING OR EMBEDMENT THEREOF SO AS TO CAUSE NO DELAY IN THE WORK.

E. WHOLE AND IN ALL ITS PARTS SHALL FUNCTION CORRECTLY UP TO THE SPECIFIED CAPACITY. SHOULD A SYSTEM OR ANY PART PIPING ASSEMBLIES OF EQUIPMENT SHOWN ON THE DRAWINGS AS DIAGRAMMATIC. ALL PIPING AND APPURTENANCES REQUIRED FOR THE PROPER OPERATION OF ALL EQUIPMENT SHALL BE PROVIDED.

2.02 MANUFACTURERS NAMES AND CATALOG NUMBERS
A. SPECIFIED REFERENCES HAVE BEEN MADE TO ONE OR MORE MANUFACTURERS NAMES AND MODEL OR CATALOG NUMBERS.

B. THIS DOES NOT INDICATE THAT THE MATERIAL AND EQUIPMENT SPECIFIES IS NECESSARILY AND "OFF THE SHELF" ITEM; REQUIREMENTS FOR SPECIFIC FINISHES, MATERIALS OR OTHER MODIFICATIONS MAY INTRODUCE VARIANCES FROM MANUFACTURERS STANDARDS.

CONTRACTOR SHALL ASCERTAIN THAT SUCH MODIFICATIONS ARE FULLY CONSIDERED.

2.03 DIAGRAM, NAMEPLATES, AND LABELS
A. EACH MAJOR COMPONENT OF EQUIPMENT SHALL HAVE THE MANUFACTURERS NAME,

ADDRESS AND CATALOG NUMBER ON A PLATE SECURELY AFFIXED IN A CONSPICUOUS PLACE. THE NAMEPLATE OF A DISTRIBUTING AGENT WILL NOT BE ACCEPTED.

B. ALL PIECES OF EQUIPMENT, VALVES, STARTERS, DISCONNECTS, AND ALL PNEUMATIC AND ELECTRICAL CONTROL INSTRUMENTS AND APPARATUS SHALL BE IDENTIFIED WITH 1/16" THICK BLACK LAMINATED PLASTIC NAMEPLATES, WITH 3/16" HIGH WHITE LAMINATED LETTERS. SIMILAR AND LIKE EQUIPMENT SHALL BE DESIGNATED WITH NUMERICAL SUFFIX (EXAMPLE: THERMOSTAT, T1). THE NAMEPLATE SHALL COINCIDE WITH ITEMS APPEARING ON `DIAGRAMS.

C. PROVIDE A LABEL FOR THE MECHANICAL SYSTEM STATING: "INSTALLATION BY" (NAME,

ADDRESS, AND PHONE NUMBER OF CONTRACTOR)
D. LETTERS SHALL BE 1/4" HIGH AND LOCATED IN A CONSPICUOUS PLACE IN THE MECHANICAL ROOM.

PART 3 - EXECUTION

3.01 INSTALLATION AND WORKMANSHIP
A. THE WORK SHALL BE PERFORMED BY QUALIFIED MECHANICS AND ALL MATERIALS, APPARATUS AND EQUIPMENT SHALL BE INSTALLED IN NEAT, WORKMANLIKE MANNER. ANY MATERIAL, APPARATUS OR EQUIPMENT WHICH, IN THE OPINION OF THE ARCHITECTENGINEER, IS IMPROPERLY INSTALLED SHALL BE REMOVED AND REINSTALLED IN AN APPROVED MANNER AT NO ADDITIONAL COST TO THE OWNER.

B. THE WORK SHALL BE COORDINATED WITH THE WORK OF OTHER TRADES. WHERE THE

WORK IS DEPENDENT UPON WORK OF OTHER TRADES OR WORK ALREADY IN PLACE, SUCH

OTHER WORK AND WORK PLACE SHALL BE EXAMINED AND SHALL BE IN PROPER CONDITION

AND STATE OF COMPLETION BEFORE CONTINUING THE INSTALLATION C. THE INSTALLATION OF THE SYSTEM SHALL, IN GENERAL, BE IN ACCORDANCE WITH THE DRAWINGS WITH REGARDS TO LOCATION OF EQUIPMENT, DUCTS, PIPES, AND THE LIKE.

PIPING DUCTWORK INDICATED SHALL BE FOLLOWED AS ACCURATELY AS ACTUAL

CONSTRUCTION WILL PERMIT AND ANY DEVIATIONS THERE FROM SHALL BE CALLED TO THE

ATTENTION OF THE ARCHITECT- ENGINEER, CONTRACTOR SHALL FURNISH DRAWINGS SHOWING PROPOSED CHANGES.

3.02 EARTHWORK AND DEWATERING
A. PERFORM IN ACCORDANCE WITH DIVISION 2.

3.03 CUTTING AND PATCHING
A. LAYOUT OPENINGS FOR CUTTING BY OTHER TRADES AS REQUIRED.

B. CUTTING OF STEEL, CONCRETE OR ANY OTHER STRUCTURAL PART MUST BE APPROVED IN WRITING BY ARCHITECT-ENGINEER PRIOR TO CUTTING.

3.04 WATERPROOFING
A. DO NOT CUT OR PENETRATE WATERPROOFED SURFACES, OR WATERPROOFING

MEMBRANES, WITHOUT FIRST MAKING ARRANGEMENTS FOR REPAIR BY METHOD APPROVED BY ARCHITECT-ENGINEER.

3.05 ELECTRICAL WORK
A. POWER WIRING FROM CONTROLLERS TO MOTORS IS SPECIFIED IN DIVISION 16. ING FROM

PANELS TO MOTOR CONTROLLERS
B. MOTOR STARTERS NOT SPECIFIED TO BE PROVIDED WITH THE MOTORS AT THE FACTORY ARE SPECIFIED IN DIVISION 16.

C. SUBMIT WIRING DIAGRAMS OR APPROVAL AND PROVIDE APPROVED DIAGRAMS SO THAT THE ELECTRICAL WORK MAY BE PROPERLY ACCOMPLISHED.

D. ELECTRICAL CONTROL WIRING FOR CONNECTION OF TEMPERATURE CONTROLLERS, PUSH

BUTTONS, INTERLOCKS IN MOTOR CONTROLLERS, AND LIKE ITEMS SPECIFIED IN THE CONTROL SECTIONS(S) IN THIS DIVISION. FURNISH ALL EQUIPMENT WITH COMPLETE INTERNAL CONTROL WIRING.

E. ELECTRICAL WORK SPECIFIED IN THIS DIVISION SHALL CONFORM TO APPLICABLE PROVISIONS OF DIVISION 16. ALL CONTROL WIRING SHALL BE IN CONDUIT.

F. PROVIDE MOTORS CONFORMING TO CHARACTERISTICS SHOWN ON ELECTRICAL DRAWINGS.

3.06 SUPPORTS FOR PIPING AND EQUIPMENT
A. SUPPORT FOR PIPING AND EQUIPMENT SHALL BE SUPPORTED FROM STRUCTURAL MEMBERS AND NOT FROM METAL DECK AND SLAB ASSEMBLIES.

3.07 ACCESS DOORS (ACCESS PANELS)
A. PROVIDE ACCESS REQUIRED FOR MAINTENANCE, ADJUSTMENT, REMOVAL AND REPAIR OF VALVES, CONTROLS, DAMPERS, EQUIPMENT AND LIKE ITEMS FURNISHED HERE-UNDER.

B. PROVIDE ACCESS DOORS CONFORMING TO REQUIREMENTS OF SECTION ACCESS DOORS (ACCESS PANELS), IN DIVISION 8. PANELS SHALL BE LOCATED TO MAKE ALL ITEMS EASILY ACCESSIBLE.

3.08 CLEAN UP
A. REFER TO GENERAL CONDITIONS FOR CLEANING UP
B. CLEAN ALL MATERIALS AND EQUIPMENT OF DIRT, DUST, PAINT, SPOTS AND STAINS, SOIL

MARKS AND OTHER FOREIGN MATTER

3.09 FINAL INSPECTION
A. NOTICE TO THE ARCHITECT-ENGINEER THAT THE WORK IS READY FOR FINAL INSPECTION.

THE CONTRACTOR SHALL:

1. SUBMIT TEST AND BALANCE REPORT AND COMPLETE REQUIREMENTS AS NOTED

2. SUBMIT LETTER FROM CONTROL MANUFACTURER CERTIFYING THAT

CONTROLS HAVE BEEN CHECKED FOR OPERATION AND CALIBRATION, AND THAT SYSTEM IS OPERATING AS INTENDED.

B. CONTRACTOR SHALL FURNISH NECESSARY MECHANICS TO OPERATE SYSTEM, MAKE

NECESSARY ADJUSTMENTS AND ASSIST WITH FINAL INSPECTION

3.10 A. THE CONTRACTOR SHALL INCLUDE THE COST OF THE SERVICES OF QUALIFIES

INSTRUCTOR(S) TO INSTRUCT THE OWNER'S OPERATING PERSONNEL IN THE OPERATION, ADJUSTMENT, CARE AND MAINTENANCE OF ALL HVAC EQUIPMENT AND SYSTEMS.

B. INSTRUCTION SHALL BE PERFORMED AT A TIME APPROVED BY THE OWNER AND AFTER ALL

HVAC EQUIPMENT AND SYSTEMS ARE INSTALLED, COMPLETE, ADJUSTED AND OPERATING TO SPECIFIED REQUIREMENTS. CONTRACTOR SHALL NOTIFY THE ARCHITECT-ENGINEER WHEN INSTRUCTIONS WILL BE GIVEN.

C. QUALIFICATIONS OF INSTRUCTORS SHALL BE SUBJECT TO APPROVAL OF THE OWNER AND EQUIPMENT MANUFACTURER.

D. ADDITIONAL REQUIREMENTS CONCERNING OPERATION AND MAINTENANCE OF MECHANICAL EQUIPMENT AND SYSTEMS MAY BE SPECIFIED IN OTHER SECTIONS.

E. TWO COPIES OF ACKNOWLEDGMENT OF ALL REQUIRED INSTRUCTIONS TO OWNERS

OPERATING PERSONNEL, SIGNED BY THE OWNER OR HIS AUTHORIZED REPRESENTATIVE,

SHALL BE SUBMITTED TO THE ARCHITECT-ENGINEER PRIOR TO SUBMITTING APPLICATION FOR FINAL PAYMENT. AN ADDITIONAL COPY OF THIS ACKNOWLEDGMENT IS REQUIRED IN

EACH COPY OF OPERATION AND MAINTENANCE MANUALS REQUIRED IN THE SECTION, OPERATION AND MAINTENANCE MANUALS.
15000 HEATING, VENTILATION, AND AIR CONDITIONING GENERAL 15000 HEATING, VENTILATION, AND AIR CONDITIONING GENERAL 15005 OPERATION AND MAINTENANCE MANUALS
PART 1 - GENERAL

1.01 DESCRIPTION
A. FURNISH THREE COPIES OF COMPLETE OPERATION AND MAINTENANCE MANUALS TO THE

ARCHITECT-ENGINEER FOR APPROVAL AND FOR THE OWNER, ON ALL EQUIPMENT AND SYSTEMS. THE MANUALS SHALL BE BOUND IN HARD BACK, THREE RING LOOSE LEAF

BINDERS
PART 2 - PRODUCTS

2.01 MANUAL CONTENTS
A. TITLE SHEET WITH JOB NAME, AND THE NAMES, ADDRESSES AND PHONE NUMBERS OF THE

CONTRACTOR, SUBCONTRACTOR, CONTROL SUBCONTRACTOR, RELATED CONTRACTORS AND MATERIAL AND EQUIPMENT SUPPLIERS.

B. TABLE OF CONTENTS
C. A COPY OF ACKNOWLEDGMENT OF INSTRUCTION TO THE OWNERS OPERATING PERSONNEL

IN THE OPERATION OF ALL MECHANICAL EQUIPMENT AND SYSTEMS, SIGNED BY THE OWNER OF HIS AUTHORIZED REPRESENTATIVE.

D. TYPEWRITTEN OPERATING INSTRUCTIONS FOR THE OWNERS PERSONNEL DESCRIBING HOW TO STOP AND START EACH PIECE OF EQUIPMENT; HOW TO SET THE TEMPERATURE

CONTROL SYSTEM FOR NORMAL OPERATION AND NORMAL RESTARTING PROCEDURES, CAUTION AND WARNING NOTICES.

E. APPROVED SHOP DRAWINGS, PRODUCT DATA AND PARTS AND MAINTENANCE BOOKLET FOR EACH ITEM OF MATERIAL AND EQUIPMENT FURNISHED UNDER DIVISION 15000 F. RECORD DRAWINGS OF ALL SYSTEMS INCLUDING ELECTRICAL AND CONTROL DIAGRAM G. TEST AND BALANCE REPORT
H. COPIES OF CERTIFICATION OF INSPECTION
I. GUARANTEES, INCLUDING EXTENDED GUARANTEES
PART 3 - EXECUTION
A. DELIVER THE MANUALS TO THE OWNER PRIOR TO SUBMITTING APPLICATION FOR FINAL PAYMENT.
15005 OPERATION AND MAINTENANCE MANUALS
15305 DUCTWORK, LOW PRESSURE, GALVANIZED STEEL
PART 1 - GENERAL

1.01 QUALITY ASSURANCE
A. DUCTS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH "HVAC DUCT CONSTRUCTION STANDARDS" PUBLISHED BY SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. (SMACNA)

1.02 JOB CONDITIONS
A. INSPECT THE DRAWINGS AND VERIFY EXISTING CONDITIONS IN THE FIELD. REPORT

CONFLICTS BEFORE STARTING FABRICATION
PART 2 - PRODUCTS

2.01 DUCT MATERIAL
A. WEIGHTS AND GAGES SHALL BE IN ACCORDANCE WITH TABLE 1 OF "HVAC DUCT CONSTRUCTION STANDARDS" PUBLISHED BY SMACNA. DUCT MATERIAL SHALL BE GALVANIZED STEEL.

2.02 SPLITTERS
A. SPLITTERS SHALL BE 18 GAGE GALVANIZED STEEL WITH HORIZONTAL AND VERTICAL DIMENSIONS SUFFICIENT TO CLOSE OFF AIR TO BRANCH.

B. PROVIDE VENTLOCK NO. 607 END BEARINGS AND VENTLOCK NO. 690 DAMPER ASSEMBLY

2.03 VOLUME DAMPERS
A. VOLUME DAMPERS SHALL BE18 GAGE STEEL; SINGLE BLADE UP TO 8"x8", OPPOSED BLADE ON ALL DUCTS OVER 8"x8"
B. PROVIDE VENTLOCK NO. 607 END BEARINGS AND VENTLOCK NO. 614 SELF LOCKING

REGULATOR
C. DAMPER RODS SHALL BE 1/2" SQUARE BARS WITH BLADES SECURELY RIVETED TO BAR

2.04 TURNING VALVES
A. ALL SQUARE AND RECTANGULAR ELBOWS SHALL CONTAIN TITUS NO. AG-225 TURNING VANES.

2.05 HANGERS
A. IN ACCORDANCE WITH CHAPTER IV OF SMACNA

2.06 FLEXIBLE CONNECTIONS
A. FLEXIBLE CONNECTIONS SHALL BE PROVIDED FOR EACH AIR HANDLING DEVICE TO PREVENT TRANSMISSION OF VIBRATIONS.

B. MAKE FLEXIBLE CONNECTION A MINIMUM OF 4 INCHES WIDE OF VENTGLASS AS MADE BY VENTFABRICS, INC.

C. BRAIDED COPPER BRIDGE STRAP FOR INSTALLATION ACROSS FLEXIBLE CONNECTIONS SHALL BE THOMPSON LIGHTING PROTECTION, INC NO. 288
PART 3 EXECUTION

3.01 INSTALLATION
A. GENERAL: SPLIT, DIVIDE OR TURN DUCTS AS NECESSARY TO AVOID OBSTRUCTIONS AND, IN

SUCH CASES, PROVIDE AIR STREAM DEFLECTORS AND INCREASE SIZE OF DUCT TO AN

EQUIVALENT AREA
B. SPLITTERS: RIGIDLY ATTACH SPLITTERS TO PIVOT ROD AND OPERATING LINKAGE. SET DAMPER ASSEMBLY ON RAISED INSULATED BASE ON INSULATED DUCTWORK.

C. VOLUME DAMPERS: SUPPLY AND MAKE UP AIR DUCTWORK IN CONCEALED SPACES. SET REGULATOR ON RAISED BASE ON INSULATED DUCTWORK. MARK END OF DAMPER ROD TO

SHOW DAMPER POSITION
D. FLEXIBLE CONNECTIONS: SECURE FLEXIBLE CONNECTIONS TO DUCT AND UNIT WITH

GALVANIZED STEEL STRAPS HOLDING THE MATERIAL IN FORMED GALVANIZED STEEL CHANNELS. INSTALL BRAIDED COPPER BRIDGES STRAP ACROSS ALL FLEXIBLE CONNECTIONS.

E. TEST PLUGS: PROVIDE SQUARE HEAD TYPE TEST PLUGS AS REQUIRED FOR INSERTION OF TEST APPARATUS. PROVIDE A RING AND A REMOVABLE INSULATION PLUG WHERE DUCTS ARE INSULATED.

F. PAINTING: PAINT INTERIOR OF DUCTWORK FLAT BLACK WHERE VISIBLE THROUGH GRILLES AND REGISTERS.

G. SEALING: DUCTWORK SHALL BE SEALED IN ACCORDANCE WITH TABLE 1-2 FOR "SEAL CLASS B"
H. REMOVE ALL DUCTWORK FOUND TO VIBRATE, CHATTER OR PULSATE AND REPLACE WITH NEW DUCTWORK.
15319 DUCTWORK, LOW PRESSURE, FLEXIBLE

1.01 DESCRIPTION
A. PROVIDE WHERE INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN, FACTORY FABRICATED AND PRE-INSULATED FLEXIBLE DUCTS.

1.02 QUALITY ASSURANCE
A. FLEXIBLE DUCTS INCLUDING INSULATION AND SEALANTS, SHALL CONFORM TO THE REQUIREMENTS OF NFPA 90A AND UL STANDARD 181 FOR CLASS 1 DUCTS.

B. PERFORMANCE DATA SHALL BE BASED ON TEST PERFORMED IN ACCORDANCE WITH AIR DIFFUSION COUNCIL FLEXIBLE AIR DUCT TEST CODE FD72.

PROJECT #:

PROJECT ADDRESS:
8605 Santa Monica Blvd Ste 63454
West Hollywood, CA 90069
951-902-6600
[email protected]
www.winstoneng.com
202 DAIRYLAND DRIVE

BUELLTON, CA
93427

REVISION SCHEDULE

Submittal of documents to public agencies shall not be considered a waiver of Engineer.

Copy Protection
AZ5-8

INITIAL SUBMITTAL -
PROJECT NAME:

BUELLTON LIBRARY

COMMERCIAL
M3.0

MECHANICAL SPECIFICATIONS

Page 76 of 102 ends

1.03 SUBMITTALS
A. SUBMIT SHOP DRAWINGS AND MANUFACTURERS PRODUCT DATA INCLUDE COMPLETE

ENGINEERING AND TEST DATA AND CLEARLY INDICATE ALL CONSTRUCTION FEATURES AND ACCESSORY ITEMS.

PART 2 - PRODUCTS

2.01 LOW PRESSURE FLEXIBLE DUCTWORK
A. LOW PRESSURE FLEXIBLE DUCTWORK SHALL CONSIST OF CORROSION RESISTANT SPRING

STEEL HELIX BONDED TO A GLASS REINFORCED NEOPRENE SLEEVE INSULATED WITH A MINIMUM OF 1" THICK. 1LB DENSITY FIBERGLASS INSULATION WHICH IN TURN COVERED WITH AN OUTER VAPOR BARRIER OF FIBER REINFORCED FOIL SCRIM-KRAFT LAMINATE.

B. INSULATION SHALL HAVE A TERMINAL CONDUCTIVITY (K) NO GREATER THAN 0.25 AT 75 DEGREES F.

C. DUCT FOR LOW VELOCITY SYSTEM CONNECTORS SHALL HAVE A WORKING PRESSURE OF NOT LESS THAN 1-1/2" OF WATER GAGE AND A MAXIMUM OPERATING TEMPERATURE OF NOT LESS THAN 250 DEGREES F.

2.02 DUCT CONNECTORS
A. WHERE FLEXIBLE DUCTS CONNECT TO LOW PRESSURE DUCTS TO FORM RUNOUTS TO

INDIVIDUAL OUTLETS, PLENUMS OR LOW PRESSURE TERMINALS, PROVIDE FACTORY

FABRICATED FITTINGS COMPLETE WITH AND MANUALS BALANCING DAMPERS HAVING

LOCKING QUADRANTS WHERE LOW PRESSURE DUCTS ARE INTERNALLY INSULATED THE

CONNECTOR SHALL BE FURNISHED WITH AIR EXTENSION TO PROJECT THROUGH AND PROTECT THE INSULATION. FOR CONNECTION TO EQUIPMENT, AUXILIARY SLEEVES SHALL BE PROVIDED TO ALLOW AT LEAST 2 INCHES OF SURFACE FOR CLAMPING OF FLEXIBLE DUCTWORK. SLEEVES SHALL BE SCREWED OR BOLTED TO EQUIPMENT LIP FRAME.

2.03 CLAMPS
A. PROVIDE GALVANIZED SPRING STEEL CLAMPS OR PANDUIT STRAPS AT CONNECTION TO DUCT FITTINGS OR DEVICES.

2.04 MANUFACTURER
A. FLEXIBLE DUCTWORK AND COMPONENTS SHALL BE AS MANUFACTURED BY GENERAL

ENVIRONMENTAL CORPORATION OR APPROVED EQUAL
PART 3 - EXECUTION

3.01 INSTALLATION
A. INSTALL DUCT CONNECTORS TO LOW PRESSURE DUCTS USING MANUFACTURER TEMPLATE

FOR ALL HOLES AND SECURE THE CONNECTOR WITH SHEET METAL SCREWS HAVING FIRST APPLIED FOSTERS 30-02 DUCT SEALANT TO THE ADJOINING SURFACES. DO NOT PRESSURIZE THE SYSTEM FOR 48 HOURS.

B. STRETCH NEW DUCT WHEN REMOVING IT FROM CARTONS WHERE IT MAY HAVE BEEN SHIPPED IN A COMPRESSED STATE.

C. USE THE MINIMUM LENGTH OF FLEXIBLE DUCT REQUIRED TO MAKE THE SPECIFIC CONNECTION UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. THE MAXIMUM DEVELOPED LENGTH OF FLEX DUCT IS 8'-0"
D. AVOID SHARP BENDS. USE MINIMUM INSIDE BEND RADIUS EQUAL TO 1/2 THE INSIDE DIAMETER OF THE DUCT.

E. SUPPORT HORIZONTAL DUCT RUNS WITH HANGERS MAXIMUM OF 3'-0" ON CENTER. USE 3/4

INCH OR WIDER GALVANIZED STRAP HANGER MATERIAL
F. ALLOW THE FLEXIBLE DUCT TO EXTEND STRAIGHT AWAY FROM CONNECTORS FOR A FEW

INCHES PRIOR TO INITIATING ALL BENDS
G. MAKE ALL CONNECTIONS OF FLEXIBLE DUCT TO RIGID DUCT OR TERMINALS AS FOLLOWS:

1. APPLY FOSTERS 30-02 SEALANT TO THE INSIDE OF THE FLEXIBLE DUCT TO DEPTH OF 3 INCHES

2. SLIDE THE FLEXIBLE DUCT OVER THE CONNECTOR AND WRAP WITH MINIMUM OF TWO

REVOLUTIONS OF REINFORCED FOIL DUCT TAPE STARTING ABOUT TWO INCHES BACK FROM END OF FLEXIBLE DUCT AND SEALING OVERLAP WITH LAST STRAP.

3. PLACE A CLAMP OR STRAP OVER THE TAPED END AND SECURE FIRMLY

4. REPAIR ALL DAMAGE TO VAPOR BARRIER WITH FOSTERS 35-00 REINFORCED WITH 4 INCH WIDE GLASS FABRIC AND A SECOND COAT OF FOSTERS 35-00 15319 DUCTWORK, LOW PRESSURE, FLEXIBLE
15450 AIR DISTRIBUTION EQUIPMENT
PART 1 - GENERAL

1.01 DESCRIPTION
A. AIR DISTRIBUTION DEVICES SHALL BE PROVIDED TO DELIVER THE INDICATED VOLUME OF SUPPLY AIR WITHOUT EXCEEDING THE AVAILABLE THROW AND NC RATING AS FOLLOWS:

1. KITCHEN: NC-35

2. DINING, ASSEMBLY, LOBBY, OFFICES: NC-30

1.02 SUBMITTALS
A. SHOP DRAWINGS: INDICATE LOCATIONS, SPACING AIR VOLUME AND TYPE OF EACH DEVICE B. PRODUCT DATA: MANUFACTURERS CATALOG CUTS AND PRODUCT DESCRIPTION INCLUDING

AIR QUANTITY, PATTER, THROW, PRESSURE DROP, NC RATINGS, FINISH, DIMENSIONS AND COMPLETE CONSTRUCTION DETAILS AND MATERIALS.

PART 2 - PRODUCTS

2.01 DIFFUSERS GRILLES AND REGISTERS
A. DIFFUSERS, GRILLES, AND REGISTERS SHALL BE AS MANUFACTURED BY TITUS, ANEMOSTAT, KRUEGER OR APPROVED EQUAL.

B. FOR MODEL NUMBERS AND TYPES SEE AIR DISTRIBUTION SCHEDULE ON DRAWING.

C. DIFFUSERS, GRILLES, AND REGISTERS SHALL BE OF THE SURFACE, FLUSH OR LAY IN TYPE

CORRESPONDING TO THE TYPE OF CEILING IN WHICH THEY ARE LOCATED D. INTERIOR OF DIFFUSERS, GRILLE, OR REGISTER FACE PANEL SHALL BE BAKED ENAMEL, OFF WHITE COLOR.

2.02 MOUNTING SCREWS
A. WHERE MOUNTING SCREWS ARE REQUIRED IN AIR DISTRIBUTION DEVICES, THEY SHALL BE

FINISHED TO MATCH THE ADJACENT SURFACE OF THE DEVICES

2.03 GASKETS
A. SUPPLY AND RETURN GRILLES AND REGISTERS WHICH ARE SURFACE MOUNTED SHALL BE

PROVIDED WITH SPONGE RUBBER GASKETED FRAMES TO PREVENT SMUDGING PART - 3 EXECUTION

3.01 INSTALLATION
A. INSTALL WHERE SHOWN ON DRAWINGS
B. DIFFUSERS, REGISTERS, AND FITTINGS SHALL BE SECURELY ATTACHED TO FINISH SURFACES, OR STRUCTURAL MEMBERS BEHIND FINISH SURFACES.

C. LAY-IN DIFFUSERS MOUNTED IN ACOUSTICAL TILE CEILINGS SHALL BE RIGIDLY MOUNTED,

ABOVE THE FACE PANEL, TO THE CEILING SUSPENSION SYSTEM
PART 1 - GENERAL

1.01 DESCRIPTION
A. THIS SECTION GOVERNS ALL HVAC INSULATION

1.02 SUBMITTALS
A. SUBMIT PRODUCT DATA COVERING THERMAL, PERMEABILITY AND FIRE PERFORMANCE CHARACTERISTICS OF ALL INSULATION MATERIAL, ADHESIVES AND FINISHES. DATA SHALL

BE CLEARLY MARKED TO HOW INTENDED USE, THICKNESS, FINISHES, ADHESIVES AND APPLICATION TECHNIQUES.

PART 2 - EXECUTION

2.01 INSTALLATION
A. INSULATION SHALL NOT BE INSTALLED UNTIL TESTING PROCEDURES HAVE BEEN COMPLIED

WITH ALL SURFACES AND HAVE BEEN CLEANED FREE OF DIRT AND GREASE AND ARE COMPLETELY DRIED.

B. PROTECT ADJACENT SURFACES, EQUIPMENT AND PREMISES FROM DROPPING OF

COATINGS ADHESIVES AND FINISHES
C. REMOVE ALL EXCESS MATERIALS AND DEBRIS FROM BOTH EXPOSED AND CONCEALED AREAS SO THAT THESE AREAS ARE COMPLETELY CLEAN.
15802 HVAC INSULATION GENERAL
PART 1 - GENERAL

1.01 DESCRIPTION
A. ALL LOW PRESSURE DUCT SYSTEMS, 2 INCHES WATER GAGE OR LESS, SHALL BE

INSULATED
B. ALL APPLICABLE REQUIREMENTS OF THE SECTION HVAC INSULATION, GENERAL, SHALL

APPLY TO THIS SECTION

1.02 EQUIVALENT MATERIALS
A. MATERIALS OTHER THAN THOSE SPECIFIED WILL BE CONSIDERED FOR APPROVAL EQUAL.

PART 2 - PRODUCTS

2.01 INSULATION
A. EXTERNAL INSULATION SHALL BE 1-1/2" THICK, 2.0LB DENSITY, (K=.125), SCHULLER TYPE S

MALLETTE, FSK SPIN GLASS OR APPROVED EQUAL WITH EMBOSSED ALUMINUM FOIL FACING

2.02 ADHESIVES, MASTIC, SEALANTS
A. ADHESIVE SHALL BE FOSTERS 85-20. STUD WELD PINS SHALL BE SEALED WITH FOSTERS 30-36 ADHESIVE
B. WIDE GLASS FABRIC
PART 3 - EXECUTION

3.01 INSTALLATION
A. ALL SUPPLY AND RETURN AIR DUCTWORK
B. AIR SUPPLY DIFFUSER BACKS AND NECKS:

1. ALL AIR SUPPLY DIFFUSERS BACKS AND NECKS SHALL BE INSULATED WITH 1/2" THICK, 3/4LB DENSITY, MANVILLE R-SERIES SMALLITE, OR APPROVED EQUAL FIBERGLASS BLANKET INSULATION. HAVING A CONDUCTANCE (K) NO GREATER THAN .31. ADHERE INSULATION TO THE DUCT AS SPECIFIED BELOW. 15841 INSULATION, LOW PRESSURE DUCT
PART 1 - GENERAL

1.01 DESCRIPTION
A.THE WORK CONSISTS OF INSTALLING CONTROLS FOR THE HVAC SYSTEM AS ON THE DRAWINGS.

1.02 SUBMITTALS
A. PROVIDE SUBMITTAL CONSISTING OF COMPLETE CONTROL DIAGRAMS FOR THE SYSTEM WITH CONSTRUCTION DETAILS AND ENGINEERING DATA SHEETS ON ALL SYSTEM.

COMPONENTS

1.03 ELECTRICAL
A. ELECTRICAL WORK AND MATERIALS ASSOCIATED WITH THE CONTROL SYSTEM SHALL BE INSTALLED AS WORK OF THIS SECTION BUT IN ACCORDANCE WITH DIVISION 16.

B. POWER WIRING IS SPECIFIED UNDER DIVISION 16 AND SHOWN ON ELECTRICAL DRAWINGS.

C. ELECTRICAL CONTROL WIRING CONDUIT AND FITTINGS ASSOCIATED WITH THE SPACE

TEMPERATURE AND HUMIDITY CONTROL INCLUDING INTERLOCKING WITH MOTOR

CONTROLLERS, CONTROL ACCESSORIES AND APPURTENANCES ARE TO BE PROVIDE UNDER THIS SECTION. CONTROL WIRING SHALL BE IN CONDUIT.

PART 2 - PRODUCTS

2.01 ELECTRIC THERMOSTATS
A. THERMOSTAT SHALL BE HONEYWELL, CARRIER, LENNOX AS OR SPECIFIED IN THE DRAWINGS.

B. THERMOSTAT SHALL HAVE MANUAL HEATING COOLING CHANGEOVER SWITCH TO

CONTROL OPERATION OF THE HEATING AND COOLING ON ALL AIR CONDITIONING UNITS.

C. THERMOSTATS SHALL HAVE LOCKABLE COVERS. SECTION 15990 TESTING, ADJUSTING AND BALANCING.

2.02 SMOKE DETECTION FAN SHUT DOWN
A. SMOKE DETECTOR SHALL BE AS SPECIFIED IN THE DRAWINGS OR AN APPROVED EQUAL AS REQUIRED.

B. REMOTE ALARM INDICATOR FOR DUCT MOUNTED SMOKE DETECTOR SHALL BE SPECIFIED IN THE DRAWINGS.

C. SMOKE DETECTOR SHALL BE POWERED AS SPECIFIED IN DRAWINGS OR AS REQUIRED PART 3 - EXECUTION

3.01 ELECTRIC ROOM THERMOSTATS
A. SHALL BE ALL MOUNTED AND INSTALLED ON A COMMON BASE PLATE. 15885 CONTROLS, ELECTRIC

1.01 SPECIAL NOTICE
A. EACH CONTRACTOR SHALL READ ALL RELEVANT DOCUMENTS, BECOME FAMILIAR WITH THE

JOB, SCOPE OF WORK, TYPE OF GENERAL CONSTRUCTION AND THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS. EACH

CONTRACTOR SHALL ALSO FAMILIARIZE HIMSELF WITH THE PURPOSE FOR WHICH THESE

DOCUMENTS HAVE BEEN PREPARED SHALL BECOME COGNIZANT OF ALL THE DETAILS INVOLVED. EACH CONTRACTORS SHALL COORDINATE HIS WORK WITH THAT OF OTHERS.

B. THE TERM "CONTRACTOR" USED IN THIS SECTION OF THE SPECIFICATION, IT SHALL MEAN

THE CONTRACTOR WHOSE WORK IS COVERED BY THIS SECTION
C. WHEN THE TERM "ENGINEER" IS USED IN THIS SECTION OF THE SPECIFICATION, IT SHALL

MEAN THE CONSULTING MECHANICAL ENGINEER

1.02 START UP TEXT AND ADJUSTMENT
A. THE PURPOSE OF STARTUP, TESTING AND ADJUSTING THIS EQUIPMENT IS TO OUT IT INTO FINAL OPERATING CONDITION FOR THE OWNERS USE AND BENEFIT. ALL TESTS OF

EQUIPMENT AND SYSTEMS REQUIRED TO PROVE COMPLIANCE WITH THE DRAWINGS AND

SPECIFICATION SHALL BE PERFORMED IN THE PRESENCE OF THE OWNERS REPRESENTATIVE. OWNERS REPRESENTATIVE SHALL HAVE MADE COMPLETELY FAMILIAR

WITH THE COMPLETE WORKING OF ALL MECHANICAL SYSTEMS
B. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE HVAC TEST & BALANCE,

WHICH MUST BE PERFORMED BY AN INDEPENDENT TESTING AND AIR BALANCE CONSULTANT, A CERTIFIED AABC OR NEBB. THE GENERAL CONTRACTOR SHALL SCHEDULE A TENTATIVE MINIMUM OF 4 WEEKS AND THIS WORK SHALL BE PERFORMED AFTER THE HVAC SYSTEM STARTUP IS COMPLETED. ALSO, GAS AND ELECTRIC POWER MUST BE

TURNED ON, COOKING EQUIPMENT OPERATIONAL (IF ANY), ALL DOORS AND WINDOWS

INSTALLED, AND CEILING FILES IN PLACE PRIOR TO THE TEST AND AIR BALANCE C. THE TEST AND BALANCE COVERS ALL HEATING AND AIR CONDITIONING, AND EXHAUST

VENTILATION SYSTEMS, A CERTIFIED REPORT SHALL BE SUBMITTED TO THE GENERAL CONTRACTOR AND A COPY TO OWNER WITHIN 2 WEEKS OF COMPLETION

1.03 THE TEST AND AIR BALANCE SHALL BE IN ACCORDANCE WITH THE FOLLOWING CHECKLIST

1.03.1 GENERAL
A. INQUIRE ABOUT ANY PROBLEMS OR COMPLAINTS
B. COMPARE MECHANICAL PLANS TO INSTALLED SYSTEM
C. DOCUMENT DESIGN SPECIFICATIONS FOR REPORT
D. ENSURE ALL FANS ARE RUNNING FOR BALANCE
E. MEASURE INITIAL BUILDING PRESSURE.

1.03.2 INSPECT HVAC EQUIPMENT, ROOFTOP, ATTIC, OR FLOOR MOUNTED EQUIPMENT A. INSPECT UNITS AND NOTE ANY DEFICIENCIES
B. RECORD UNIT NAMEPLATE DATA
C. CHECK THERMOSTATS FOR PROPER SETTINGS
D. CHECK FOR CORRECT FAN ROTATION (INCLUDE CONDENSER FANS) E. CHECK CONDITIONS OF FILTERS AND COILS
F. CHECK POSITION OF OUTSIDE AIR DAMPERS
G. CHECK GAS LINES AND CONDENSATE LINES
H. CHECK BELT TENSION AND PULLEY ALIGNMENT
I. CHECK DISCONNECT SWITCHES AND COVERS
J. CHECK ANY FAN NOISE & VIBRATION
K. CHECK HEAT/COOL MODES OF A/C, RTUs

1.03.3 TEST AND BALANCE KITCHEN HOOD SYSTEM (WHERE APPLICABLE) A. MEASURE SUPPLY AND EXHAUST FPM IN HOODS
B. OBSERVE HOOD SMOKE CAPTURE WITH EQUIPMENT ON
C. ADJUST SUPPLY AND EXHAUST RPM AND DAMPER SA, AS REQUIRED D. NOTE ADJUSTMENTS MADE ON PULLEYS
E. MEASURE FINAL RPMs
F. EVALUATE DUCT SYSTEM DESIGN AND INSTALLATION
G. ENSURE THAT FINAL SMOKE TESTS ARE SATISFACTORY

1.03.4 TEST AND BALANCE HEATING/COOLING SYSTEM
A. MEASURE RTU/AC SUPPLY AND RETURN AIRFLOW
B. CHECK FOR DRAFTS, HOT/COLD SPOTS
C. ADJUST RPM AS NECESSARY TO ACHIEVE DESIGN
D. CHECK ACTUAL AMPS VERSUS MOTOR FLA
E. NOTE ADJUSTMENTS MADE ON PULLEYS
F. MEASURE FINAL RPMS
G. DAMPER AT BRANCH T/OS FIRST AND AT DIFFUSERS SECOND
H. EVALUATE DUCT SYSTEM DESIGN AND INSTALLATION
I. ENSURE SLIGHTLY POSITIVE BUILDING PRESSURE
J. FINE TUNE POSITION OF OA DAMPER
K. MEASURE FINAL BUILDING PRESSURE

1.04 FINAL REVIEW
A. REVIEW REPORT AND DATA FOR COMPLETENESS
B. DISCUSS RESULTS AND FINDINGS WITH SUPERINTENDENT
C. AIR QUALITIES SHALL BE BALANCED TO WITHIN + 10% OF DESIGN AS A GENERAL RULE.

HOWEVER, IN SOME CASES THE AIR QUANTITIES MAY NEED TO BE ADJUSTED DIFFERENTLY

IN ORDER TO ENSURE ACCEPTABLE COMFORT LEVELS, HOOD CAPTURE PERFORMANCE, POSITIVE BUILDING PRESSURE, ETC. MELINK SHALL NOTIFY THE SUPERINTENDENT OF ANY DEFICIENCIES NEEDING IMMEDIATE ATTENTION. THE GC SHALL HAVE THE MECHANICAL AND ELECTRICAL CONTRACTORS ON CALL TO PROMPTLY CORRECT ANY SUCH PROBLEMS. IN

THE EVENT MELINK NEEDS TO RESCHEDULE A FOLLOW UP VISIT TO TEST AND BALANCE

EQUIPMENT NOT READY ON THE ORIGINALLY SCHEDULED T&B DATE, THE GC SHALL PAY FOR THE ACCIDENTAL COST INVOLVED, INCLUDING TRAVEL.

D. ALL DATA REQUIRED BY THESE SPECIFICATIONS SHALL BE TYPED ON WHITE BOND PAPER IN TRIPLICATE AND SUBMITTED TO OWNER'S REPRESENTATIVE FOR APPROVAL. COMPLETE APPROVAL WILL BE NECESSARY BEFORE FINAL PAYMENT CAN BE MADE. THE CONTRACTOR

SHALL THEN MAKE AVAILABLE SUCH INSTRUMENTS AS REQUIRED FOR SPOT CHECKS ON THE SYSTEM.
15890 TESTING, ADJUSTING, AND BALANCING
PROJECT #:

PROJECT ADDRESS:
8605 Santa Monica Blvd Ste 63454
West Hollywood, CA 90069
951-902-6600
[email protected]
www.winstoneng.com
202 DAIRYLAND DRIVE

BUELLTON, CA
93427

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PROJECT #:

PROJECT ADDRESS:
8605 Santa Monica Blvd Ste 63454
West Hollywood, CA 90069
951-902-6600
[email protected]
www.winstoneng.com
202 DAIRYLAND DRIVE

BUELLTON, CA
93427

REVISION SCHEDULE

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ENERGY COMPLIANCE

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PROJECT #:

PROJECT ADDRESS:
8605 Santa Monica Blvd Ste 63454
West Hollywood, CA 90069
951-902-6600
[email protected]
www.winstoneng.com
202 DAIRYLAND DRIVE

BUELLTON, CA
93427

REVISION SCHEDULE

Submittal of documents to public agencies shall not be considered a waiver of Engineer.

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P0.1 PLUMBING NOTES AND LEGENDS
P0.2 PLUMBING SCHEDULES
P1.0 PLUMBING FLOOR PLAN
P1.1 PLUMBING FLOOR PLAN
P1.2 PLUMBING FLOOR PLAN
P2.0 PLUMBING DETAILS
P2.1 PLUMBING DETAILS

DRAWING SCHEDULE

1. GENERAL
A. CONTRACTOR SHALL PERFORM ALL WORK SO AS TO CONFORM TO LOCAL, STATE AND NATIONAL CODES, AND THE REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION.

B. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO VERIFY LOCATION, ELEVATIONS AND SIZES OF ALL EXISTING PLUMBING AND INFORM THE ARCHITECT OF ANY DISCREPANCIES.

C. FOR EXACT SPECIFICATIONS, MOUNTING HEIGHTS, COLORS, AND LOCATIONS OF ALL PLUMBING FIXTURES, REFER TO ARCHITECTURAL DRAWINGS.

D. ACCURATE AS-BUILT DRAWINGS SHALL BE MADE DURING CONSTRUCTION AND SUBMITTED FOR APPROVAL UPON COMPLETION OF INSTALLATION.

E. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION, AND SERVICES NECESSARY FOR THE COMPLETION OF THE WORK.

F. THESE DRAWINGS SHOW THE GENERAL SCHEME OF INSTALLATION AND ARE DIAGRAMMATIC IN SCOPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH ARCHITECT AND ALL OTHER TRADES. THIS INCLUDES COORDINATING THE LOCATION, SIZE AND ELEVATION OF ALL OPENINGS.

G. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING AND START-UP OF THE SYSTEM. CONTRACTOR SHALL FILE, SECURE AND PAY FOR ALL NECESSARY APPROVALS, PERMITS AND INSPECTIONS. ALL WORK SHALL BE GUARANTEED TO BE FREE FROM DEFECT FOR ONE YEAR AFTER ACCEPTANCE OF THE INSTALLATION BY OWNER. ALL WORK SHALL BE IN ACCORDANCE WITH THE CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 5, 2019 CALIFORNIA PLUMBING CODE.

H. THE PLUMBING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH THE CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 5, 2019 CALIFORNIA PLUMBING CODE. CONTRACTOR TO COORDINATE TESTS WITH LOCAL OFFICIALS.

I. DETAILS OF CONSTRUCTION AND OF WORKMANSHIP WHERE NOT SPECIFICALLY DESCRIBED HEREIN OR INDICATED ON THE DRAWINGS SHALL BE SUBJECT TO THE ENGINEER'S APPROVAL. IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE COMPLETE SYSTEMS, LEFT IN GOOD WORKING ORDER, READY FOR OPERATION.

2. INSTALLATION
A. ALL HOT WATER PIPING SHALL BE INSULATED PER TABLE 123-A, SECTION 123 OF THE BUILDING ENERGY EFFICIENCY STANDARDS, 2019 EDITION.

B. LAVATORIES IN RESTROOMS SHALL HAVE 0.4 GPM FLOW RESTRICTORS ON HOT WATER SUPPLY. PROVIDE STRAINER DRAIN AND OVERFLOW ON ALL SINKS.

C. CONDENSATE PIPING SHALL BE INSTALLED AT A SLOPE OF 1%.

D. SEWER PIPING SHALL BE INSTALLED AT A SLOPE OF 2%.

E. WRAP ALL IRON AND COPPER PIPE AND FITTINGS BELOW SLAB OR GRADE WITH 8 MIL POLYETHYLENE WRAP AND 6" MINIMUM ENVELOPE OF CLEAN SAND ALL AROUND PIPE IN ACCORDANCE WITH ANSI/AWWA STANDARD C105/A21.5-82.

F. WATER PIPING SHALL BE TYPE "K" BELOW GRADE TO 5 FEET OUTSIDE OF BUILDING AND TYPE "L" ABOVE GRADE, HARD DRAWN COPPER TUBING, WITH WROUGHT COPPER FITTINGS. BRAZE ALL JOINTS WITH LEAD-FREE BRAZING ALLOY. ALL WATER PIPING SHALL BE INSULATED.

G. CONDENSATE DRAIN PIPING SHALL BE TYPE "M" HARD DRAWN COPPER TUBING WITH WROUGHT COPPER FITTINGS, 95/5% ANTIMONY/TIN SWEAT JOINTS. RUN CONDENSATE DRAIN PIPING UNDER THE ROOF DECK. INSULATE ALL CONDENSATE DRAIN PIPING WITHIN BUILDING INTERIOR.

H. ALL ROOF PENETRATIONS SHALL RECEIVE LEAD PIPE FLASHING WITH SCREW CLAMP AND ELASTOMERIC SEALANT AND BE HOT ASPHALT PATCHED WITH 4 PLY. ALL WORK SHALL BE DONE BY AN APPROVED ROOFING CONTRACTOR.

I. WHERE DEVICES REQUIRING ACCESS (VALVES, CLEANOUTS, ETC.) WOULD OTHERWISE BE RENDERED INACCESSIBLE BY BUILDING CONSTRUCTION, PROVIDE FRAMED ACCESS DOOR. ACCESS DOOR FINISHES SHALL BE COORDINATED WITH ARCHITECT.

3. SCOPE OF WORK

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FURNISHING AND INSTALLATION OF ALL FIXTURES, MATERIALS, PIPING, AND COMPONENTS AS REQUIRED FOR A COMPLETE AND OPERATIONALLY FUNCTIONAL SYSTEM. SCOPE OF WORK SHALL INCLUDE BUT NOT BE LIMITED TO:

A. INSTALLATION OF ABOVE GROUND SANITARY DRAIN WASTE AND VENT PIPING.

B. INSTALLATION OF CLEANOUTS IN SANITARY DRAINAGE SYSTEMS.

C. INSTALLATION OF DOMESTIC HOT AND COLD WATER PIPING INCLUDING ANTI-WATER HAMMER SHOCK

ABSORBERS, VALVES, STOP VALVES, FLEX-SUPPLIES, DIELECTRIC UNIONS BETWEEN DISSIMILAR PIPING MATERIALS, ETC.

D. INSTALLATION OF FIXTURES INCLUDING WALL HANGERS, SUPPORTS, STOP VALVES, FLEX- SUPPLIES, DRAINS,

TRAPS, STRAINERS, FAUCETS, SOAP DISPENSERS, ESCUTCHEONS, SEATS, AND OTHER DEVICES AS SHOWN ON THE DRAWINGS AND INDICATED IN THE SCHEDULE OF PLUMBING FIXTURES.

E. TESTING OF THE PLUMBING SYSTEM INCLUDING AIR OR WATER TEST OF DRAINAGE SYSTEM ROUGHINGS, SMOKE TEST OF FINISHED DRAINAGE SYSTEM AND PRESSURE TEST OF DOMESTIC WATER SYSTEMS.

F. DISINFECTION OF THE DOMESTIC WATER SUPPLY SYSTEM.

G. INSTALLATION OF FIBERGLASS INSULATION, FITTING COVERS, AND JACKETS ON ALL HOT AND COLD DOMESTIC WATER PIPING.

H. DESIGN, FURNISHING, AND INSTALLATION OF SEISMIC BRACING.

I. CUTTING AND PATCHING AS REQUIRED.

J. PERMITS, INSPECTIONS, APPROVALS, AND CERTIFICATES, INCLUDING FEES.

K. 1 YEAR FULL GUARANTEE OF ALL WORKMANSHIP.

4. SANITARY DRAINAGE
A. BELOW GRADE SANITARY WASTE AND VENT PIPING SHALL BE ABS SOLID WALL SCHEDULE 40 ASTM D 2661, FITTINGS SHALL BE MANUFACTURED TO ASTM 3311 ABOVE GROUND SANITARY WASTE AND VENT PIPING SHALL BE NO-HUB CAST I RON MANUFACTURED TO ASTM A74 OR CISPI 301.

B. PIPING ARRANGED IN GROUPS OF TWO OR MORE LINES, WHICH PENETRATE TWO OR MORE FLOORS, SHALL BE

ENCLOSED IN SHAFT HAVING A FIRE RESISTANCE RATING IN ACCORDANCE WITH THE CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 2, 2019 CALIFORNIA BUILDING CODE.

C. CLEANOUTS FOR SANITARY DRAINAGE SYSTEMS SHALL BE LOCATED IN ACCORDANCE WITH THE CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 5, 2019 CALIFORNIA PLUMBING CODE.

D. ALL VENT PENETRATIONS THROUGH BUILDING ROOF SHALL BE MADE WATER-TIGHT BY THE USE OF PROPER FLASHING MATERIALS. SUBMIT FLASHING DETAILS FOR APPROVAL BY THE ARCHITECT.

E. VENTS SHALL TERMINATE NOT LESS THAN 6" ABOVE ROOF. VENTS SHALL NOT TERMINATE BELOW OR WITHIN 10' HORIZONTALLY OF ANY DOOR, WINDOW, FRESH AIR INTAKE OR OTHER VENTILATION OPENING. WHERE 10' HORIZONTAL CLEARANCE CANNOT BE MAINTAINED, EXTEND VENT TO AT LEAST 3' ABOVE VENTILATION OPENING.

4. SANITARY SEWER (CONT.)
C. CLEANOUTS FOR SANITARY DRAINAGE SYSTEMS SHALL BE LOCATED IN ACCORDANCE WITH THE CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 5, 2019 CALIFORNIA PLUMBING CODE.

D. ALL VENT PENETRATIONS THROUGH BUILDING ROOF SHALL BE MADE WATERTIGHT BY THE USE OF PROPER FLASHING MATERIALS. SUBMIT FLASHING DETAILS FOR APPROVAL BY THE ARCHITECT.

5. DOMESTIC WATER
A. DOMESTIC COLD AND HOT WATER PIPING SHALL BE TYPE "L",HARD-DRAWN COPPER TUBE. FITTINGS SHALL BE WROUGHT COPPER. SWEAT JOINTS SHALL BE MADE USING 95%-5%, LEAD-FREE ANTIMONY/TIN SOLDER.

B. ALL POTABLE WATER PIPING SHALL BE DISINFECTED AS PER AWWA STANDARD C601-54 AND AS REQUIRED BY THE LOCAL BUILDING AND HEALTH DEPARTMENT CODES.

C. ANTI WATER-HAMMER SHOCK ABSORBERS SHALL BE WATTS SERIES 15 SIZED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS.

D. PROVIDE STOP VALVES FOR ALL DOMESTIC WATER CONNECTIONS TO FIXTURES EXCEPT WHERE GATE VALVES ARE INDICATED ON THE DRAWINGS OR FAUCET IS PROVIDED WITH INTEGRAL STOPS.

E. PROVIDE CHROME PLATED, BRASS ANGLE STOP VALVES FOR ALL FIXTURES NOT HAVING INTEGRAL STOPS.

F. ALL PIPE, FITTINGS, FIXTURES, ETC. THAT CONTACT POTABLE WATER FOR HUMAN CONSUMPTION SHALL SHOW APPROVAL TO NSF 61, ANNEX G. REFERENCE SECTION 604.11, CALIFORNIA PLUMBING CODE, 2019 EDITION, AND HEALTH AND SAFETY CODE SECTION 116875.

6. CONDENSATE DRAIN
A. PIPING FOR PRIMARY AND SECONDARY CONDENSATE DRAINAGE SHALL BE HARD DRAWN COPPER TUBE, MINIMUM DWV WEIGHT.

B. FITTINGS FOR CONDENSATE DRAINAGE PIPING SHALL BE WROUGHT COPPER WITH 95/5% ANTIMONY/TIN SWEAT JOINTS.

C. TRAP SEAL DEPTH FOR AIR CONDITIONING CONDENSATE DRAINS SHALL NOT BE LESS THAN:

AC UNIT STATIC PRESSURE MIN. TRAP SEAL DEPTH
LESS THAN 1" W.C. 3"
1" TO 2" W.C. 4"
MORE THAN 2" W.C. 6"

7. NATURAL GAS
A. GAS SYSTEM SHALL BE SCHEDULE 40 BLACK STEEL WITH MALLEABLE IRON FITTINGS. VALVE SHALL BE LUBRICATED PLUG TYPE, SIMILAR TO CRANE #250.

B. ALL BRANCH CONNECTIONS SHALL BE MADE ON THE TOP OR SIDE OF HORIZONTAL LINES.

C. GAS PIPING SHALL NOT BE RUN IN OR THROUGH SUPPLY AIR DUCTS, CLOTHES CHUTES, CHIMNEYS, VENTS, OR DUMBWAITERS.

D. VALVES, UNIONS OR RUNNING THREAD SHALL NOT BE LOCATED IN ANY AIR PLENUM.

E. PORTIONS OF GAS PIPING SYSTEMS INSTALLED IN CONCEALED LOCATIONS SHALL NOT HAVE UNIONS, TUBING FITTINGS, OR RUNNING THREADS.

F. HANGERS AND SUPPORTS SHALL BE OF MATERIAL OF SUFFICIENT STRENGTH TO SUPPORT THE LOADS IMPOSED.

HANGERS AND STRAPPING MATERIAL SHALL BE OF SIMILAR MATERIALS AS THE PIPING TO AVOID GALVANIC ACTION.

G. INTERVAL OF SUPPORT: GAS PIPING SHALL BE SUPPORTED AT DISTANCES NOT EXCEEDING THE SPACING SPECIFIED IN TITLE 24, PART 5, 2019 CALIFORNIA PLUMBING CODE.

H. PROVIDE INDIVIDUAL VALVE FOR EACH GAS OUTLET. THE VALVE SHALL BE ACCESSIBLE AND ADJACENT TO THE APPLIANCE.

I. PROVIDE A UNION BETWEEN EACH APPLIANCE AND THE APPLIANCE GAS VALVE.

J. GAS OUTLETS WHICH DO NOT CONNECT TO APPLIANCES SHALL BE CAPPED GAS-TIGHT.

K. PROVIDE A DRIP LEG AHEAD OF EACH APPLIANCE SHUTOFF VALVE.

L. PORTIONS OF THE GAS PIPING SYSTEM INSTALLED IN CONCEALED LOCATIONS SHALL BE TESTED BEFORE THE PIPING IS COMPLETELY CONCEALED.

M. THE GAS PIPING SYSTEM SHALL BE TESTED WITH AIR OR AN INERT GAS. THE SYSTEM SHALL BE TESTED TO A PRESSURE OF 1 1/2 TIMES THE SYSTEM WORKING PRESSURE, BUT NOT LESS THAN 3 PSI. GAS PIPING SYSTEMS SHALL MAINTAIN THE FULL-TEST PRESSURE FOR A PERIOD OF 10 MINUTES.

N. THE GAS PIPING SYSTEM SHALL BE PURGED TO A SAFE LOCATION. PIPING SHALL NOT BE PURGED INTO THE COMBUSTION CHAMBER OF AN APPLIANCE.

8. HANGERS AND SUPPORTS
A. ALL FIXTURES SHALL BE SUPPORTED INDEPENDENTLY OF THE PIPING SYSTEM. SEE "FIXTURES" SECTION OF "NOTES AND SPECIFICATIONS" AND FIXTURE SCHEDULE NOTES.

B. MAXIMUM SPACING OF SUPPORTS FOR VERTICAL PIPING SHALL NOT EXCEED:

TYPE OF PIPING MAXIMUM SPACING
HUBLESS CAST IRON SOIL LINES AT BASE AND EACH FLOOR NOT TO EXCEED 15' THREADED STEEL PIPE AT EVERY OTHER FLOOR NOT TO EXCEED 25' COPPER TUBE AT EVERY FLOOR NOT TO EXCEED 10'
SCHEDULE 40 PVC AT EVERY FLOOR PLUS MID-FLOOR GUIDES
PROVIDE RISER CLAMPS, WALL BRACKET HANGER, ETC. AS REQUIRED C. MAXIMUM SPACING OF SUPPORTS FOR HORIZONTAL PIPING SHALL NOT EXCEED:

TYPE OF PIPING MAXIMUM SPACING
HUBLESS CAST IRON SOIL PIPE AT EVERY OTHER JOINT (EVERY JOINT WHERE OVER 4') THREADED STEEL PIPE (3/4" OR LESS) AT 10' INTERVALS
THREADED STEEL PIPE (1" OR LARGER) AT 12' INTERVALS
COPPER TUBE (1-1/2" OR LESS) AT 6' INTERVALS
COPPER TUBE (2" OR LARGER) AT 10' INTERVALS
SCHEDULE 40 PVC AT 4' INTERVALS
D. ALL RISERS SHALL BE SUPPORTED AT THE BASE.

E. PROVIDE CAPABILITY FOR EXPANSION AND CONTRACTION IN ALL PIPING AS INDICATED BELOW:

TYPE OF PIPING TYPE OF PROVISIONS
DRAIN LINES IN UNHEATED AREAS EXPANSION FITTING AT 125' DOMESTIC HOT WATER LINES EXPANSION LOOP AT 100'

1. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL APPLICABLE CODES,

LAWS, ORDINANCES, PERMITS AND OTHER CONTRACT DOCUMENTS

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE

3. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS, AND VERIFY EXACT LOCATIONS AND

ELEVATIONS OF PIPING POINTS ON CONNECTION BY MEANS OF PHYSICAL EXCAVATION AND SELECTIVE DEMOLITION BEFORE STATING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS OR BETWEEN THE

CONTRACT DOCUMENTS AND EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO

PROCEED

4. SEWER,WATER, AND STORM DRAIN SYSTEMS INDICATED IN THESE DRAWINGS SHALL EXTEND TO PLUMBING/CIVIL POINTS OF CONNECTION AT 5' OUTSIDE OF THE BUILDING(S) UNLESS OTHERWISE NOTED. CONTINUATION OF THESE

PIPING SYSTEMS ARE INDICATED ON THE CIVIL DRAWINGS WITH CORRESPONDING ASSOCIATED MATERIALS SPECIFIED UNDER A SEPARATE SECTION OF THE PROJECT SPECIFICATIONS. ALL SUCH PIPING SHALL BE INSTALLED IN A MANNER TO PROVIDE PROPER CONNECTION TO THE INVERT ELEVATIONS INDICATED ON CIVIL DRAWINGS. WHERE SIZES DIFFER

BETWEEN PLUMBING AND CIVIL DRAWINGS, CONTRACTOR SHALL PROVIDE TRANSITION FITTINGS AS NECESSARY TO

ALLOW FOR PROPER CONNECTION

5. HORIZONTAL SOIL, WASTE, GREASE WASTE, AND TRAP PRIMER PIPING WITHIN THE BUILDING SHALL BE INSTALLED

CONCEALED WITHIN WALLS, BELOW FINISHED FLOOR, OR BELOW FINISH SLAB AS APPLICABLE UNLESS NOTED OTHERWISE. ALL OTHER HORIZONTAL PIPING WITHIN BUILDING SHALL BE INSTALLED CONCEALED ABOVE CEILING OR WITHIN WALL AS APPLICABLE UNLESS NOTED OTHERWISE. ALL VERTICAL PIPING SHALL BE INSTALLED CONCEALED WITHIN WALLS UNLESS NOTED OTHERWISE. NO PIPING SHALL BE INSTALLED IN EXPOSED LOCATIONS UNLESS

SPECIFICALLY NOTED AS SUCH ON PLANS

6. HORIZONTAL CONDENSATE PIPING SHALL SLOPE AT 1/8" PER FOOT UNLESS NOTED OTHERWISE

7. NATURAL GAS PIPE SIZING CALCULATIONS ARE BASED ON A CALORIC CONTENT OF 1,000 BTU'S PER CUBIC FOOT.

8. PIPING BETWEEN EACH PLUMBING FIXTURE AND THE NEAREST BRANCH OR MAIN PIPING RUN SHALL BE SIZED TO

MATCH THE CORRESPONDING FIXTURE SCHEDULE CONNECTION SIZE AT A MINIMUM UNLESS NOTED AS A LARGER SIZE ON PLANS. PIPE HEADERS IN WALLS SERVING BANKS OF FIXTURES SHALL BE FULL LINE SIZE FROM THE UPSTREAM END OF THE BRANCH LINE TO THE END TERMINAL UNLESS NOTED OTHERWISE.

9. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS, ROUGH IN DIMENSIONS, AND MOUNTING HEIGHTS OF ALL

FIXTURES, EQUIPMENT, ACCESS PANELS, HOSE BIBBS, RECESSED HOSE BIBBS, OVERFLOW DRAIN TERMINATION POINTS, AND OTHER EXPOSED PLUMBING ELEMENTS. WHERE DIMENSIONS ARE NOT INDICATED, SEEK ARCHITECT'S

DIRECTION AND/OR APPROVAL

10. ACCESS PANELS:

A. WHERE POSSIBLE USE SAME ACCESS PANEL FOR SHUT-OFF VALVES, MIXING VALVES, TRAP PRIMER AND

WATER HAMMER ARRESTORS AND/OR OTHER INTERIOR WALL COMPONENTS WHEN LOCATED DIRECTLY ADJACENT

IN SAME IMMEDIATE VICINITY

11. CLEANOUTS:

A. PROVIDE CLEANOUTS PER CPC

B. INTERIOR CLEANOUTS SHALL BE WALL CLEANOUTS RATHER THAN FLOOR CLEANOUTS UNLESS OTHERWISE NOTED. CLEANOUTS SHALL BE READILY ACCESSIBLE AND SHALL BE CAREFULLY COORDINATE WITH CASEWORK, EQUIPMENT, AND OTHER ITEMS TO AVOID CONFLICT. NOT ALL REQUIRED CLEANOUTS ARE INDICATED ON PLANS.

WALL CLEANOUTS IN FINISHED SPACES SHALL BE INSTALLED IN ACCESS PANELS. SEE SPECIFICATIONS FOR

ACCESS PANEL REQUIREMENTS

12. EXTERIOR YARD BOXES AND CLEANOUTS SHALL BE INSTALLED AT EXACT LOCATIONS INDICATED ON PLANS. IN THE EVENT OF A CONFLICT OR DISCREPANCY, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED.

13. EXTERIOR WATER SHUT OFF VALVES AND GAS SHUT-OFF COCKS SHALL BE INSTALLED WITHIN CONCRETE YARD BOXES.

YARD BOX AND CLEANOUT COVERS SHALL BE CLEARLY STAMPED WITH "WATER", "GAS", OR "SEWER? AS APPLICABLE.

YARD BOXES SHALL BE EQUIVALENT TO "CHRISTY" MODEL NO. B03. VALVES SHALL BE INSTALLED AND PROPERLY

POSITIONED WITHIN YARD BOX TO ALLOW FOR FULL RANGE OF OPERATION, MAINTENANCE, REPAIR, AND REPLACEMENT. ALL YARD BOXES AND CLEANOUT COVERS SHALL ALIGN WITH SCORED HARDSCAPE JOINTS PER LANDSCAPE PLANS. YARD BOX SHALL BE CONCRETE. SEWER CLEANOUT COVERS SHALL BE BRASS. REFER TO

SPECIFICATIONS FOR ADDITIONAL INFORMATION

14. VERIFY EXACT LOCATIONS OF ALL MECHANICAL AND/OR OTHER EQUIPMENT INSTALLED BY OTHERS AND REQUIRING PLUMBING CONNECTIONS PRIOR TO ORDERING OF MATERIALS OR INSTALLATION. COORDINATE EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS WITH OTHER INSTALLING CONTRACTORS AS APPLICABLE PRIOR TO INSTALLATION.

15. ADA LAVATORIES AND SINKS SHALL BE PROVIDED WITH ADA INSULATED TRAP AND SUPPLY COVERS AS SPECIFIED

16. ADA WATER CLOSETS SHALL BE INSTALLED WITH FLUSH VALVE ACTUATOR HANDLE LOCATED ON THE WHEEL CHAIR

ACCESS SIDE

17. SHUT OFF VALVES, SHUT OFF COCKS, WATER CONTROL DEVICES, CLEANOUTS, AND OTHER PIPING APPURTENANCES

SHALL BE THE SAME SIZE AS PIPING SERVED UNLESS NOTED OTHERWISE

18. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL MANDATORY MEASURES AND ASSOCIATED REQUIREMENTS

19. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL FIRE RATED ASSEMBLIES. PROVIDE FIRESTOPPING AT

PENETRATIONS THROUGH FIRE RETARDANT CONSTRICTION IN ACCORDANCE WITH SPECIFICATIONS

20. PENETRATIONS OF FIRE RESISTIVE WALLS, FLOORS-CEILINGS, AND ROOF CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SECTION 714

21. DOMESTIC WATER PIPING AND COMPONENTS SHALL BE PROVIDED AND INSTALLED IN COMPLIANCE WITH CALIFORNIA AB 1953 LEGISLATION. WHICH LIMITS THE ALLOWABLE LEAD CONTENT IN CERTAIN DOMESTIC WATER SYSTEM COMPONENTS.

PLUMBING SPECIFICATIONS: PLUMBING SPECIFICATIONS (CONT.): GENERAL NOTES:

PROJECT #:

PROJECT ADDRESS:
8605 Santa Monica Blvd Ste 63454
West Hollywood, CA 90069
951-902-6600
[email protected]
www.winstoneng.com
202 DAIRYLAND DRIVE

BUELLTON, CA
93427

REVISION SCHEDULE

Submittal of documents to public agencies shall not be considered a waiver of Engineer.

Copy Protection
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PLUMBING NOTES AND LEGENDS
VERIFY

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SYMBOLS AND ABBREVIATIONS
WCO
VTR
TYP

DOMESTIC COLD WATER PLUMBING

DOMESTIC HOT WATER PLUMBING

VENT PLUMBING

SANITARY/WASTE PLUMBING

WALL CLEANOUT

VENT TO ROOF
(TYP) TYPICAL DETAIL CALLOUT

SOV SHUT OFF VALVE

PIPE UP

PIPE DOWN

BOTTOM CONNECTION

TOP CONNECTION

PLUMBING FIXTURE CALCULATION

MARK DESCRIPTION QTY
2019 CPC APPENDIX A

FU EACH

WASTE WATER

FU TOTAL

WASTE WATER
WC-1 WATER CLOSET 3 4 2.5 12 7.5
L-1 LAVATORY 3 1 1 3 3
HS-1 HAND SINK 2 1 1.5 2 3
MS-1 MOP SINK 1 3 1.5 3 1.5
TOTALS = 20 15
FROM CHART A103 OF THE CPC, 15 FIXTURE UNITS IS EQUIVALENT TO 11 GPM.

FROM CHART A105 OF THE CPC, TO KEEP THE PRESSURE DROP BELOW 4 PSI PER 100 FEET OF PIPE, 11 GPM WILL NEED A 1" MAIN WATER LINE.

THE EXISTING MAIN WATER LINE IS 1" SO WE WILL CONNECT TO THE WATRE LINE; NO CHANGES TO THE WATER METER ARE REQUIRED.

FROM TABLE 703.2 OF THE CPC, 20 SEWER FIXTURE UNITS WILL NEED A 3" MAIN SEWER LINE.. THE EXISTING MAIN SEWER LINE IS A 4” LINE SO WE WILL CONNECT TO THIS LINE.

ALSO FROM TABLE 703.2 OF THE CPC, 20 SEWER FIXTURE UNTIS WILL NEED A 2” VENT. A 2” VENT WILL BE USED.

HOT PLUMBING FIXTURE CALCULATION

MARK DESCRIPTION QTY
2019 CPC APPENDIX A

FU EACH

HOT WATER

FU TOTAL

HOT WATER
WC-1 WATER CLOSET 3 - -
L-1 LAVATORY 3 0.5 1.5
HS-1 HAND SINK 2 0.75 1.5
MS-1 MOP SINK 1 0.75 0.75
TOTALS = 3.75
FROM CHART A103 OF THE CPC, 3.75 FIXTURE UNITS IS EQUIVALENT TO 4 GPM.

FROM CHART A105 OF THE CPC, TO KEEP THE PRESSURE DROP BELOW 4 PSI PER 100 FEET OF PIPE, 4 GPM WILL NEED A 3/4" MAIN HOT WATER LINE. A 3/4" MAIN HOT WATER LINE WILL BE USED.

THE INSTANTANEOUS TANKLESS GAS HEATER A.O. SMITH ATI-110U-200 WILL BE USED, IT USES 140 MBH OF GAS, 60 WATTS OF ENERGY AND IT CAN PROVIDE 6.6 GPM OF HOT WATER.

HOT WATER PIPE INSULATION

PIPE DIAMETER INSULATION THICKNESS
1/2" 1-1/2"
3/4" 1-1/2"
1" 2"
1-1/4" THRU 2" 2"

GAS LOAD CALCULATIONS

MARK FIXTURE QTY TOTAL MBH
GWH-1 GAS WATER HEATER 1
MBH
140
TOTAL INPUT = 180 MBH
140
FROM TABLE 1215.2 OF THE CPC, TO KEEP THE PRESSURE
DROP AT LESS THAN 0.5" PER 100 FEET OF PIPE, 180 MBH OF GAS WILL NEED A 1" GAS LINE.

IF THE EXISTING GAS LINE IS 1" OR BIGGER, WE WILL
CONNECT TO THIS LINE; IF NOT A NEW 1" GAS LINE WILL BE

INSTALLED FROM THE EXISTING GAS METER TO THE NEW GAS
HEATER.

FP-1 FIRE PLACE 1 40 40

PIPE MATERIAL SCHEDULE

1. SANITARY SEWER, GREASE WASTE, VENT, AND
STORM DRAIN BELOW GRADE:

A. PIPE: ABS SOLID WALL SCHEDULE 40 ATSM
D 2661
B. FITTINGS: ABS SOCKET FITTINGS, ATSM D,
2661 MADE TO ATSM D 3311
C. ABS SOLVENT CEMENT

2. SANITARY SEWER, GREASE WASTE, VENT, AND

STORM DRAIN ABOVE GRADE
A. PIPE: SERVICE WEIGHT CAST IRON PER
ATSM A-74, ASTM A-88, CISPI 301.

B. FITTINGS: NO HUB CAST IRON PER ATSM
A-888
C. JOINTS: BAND TYPE STAINLESS STEEL

COUPLINGS CONFORMING TO ASTM
C-1540 HAVING MINIMUM SHIELD
THICKNESS OF 31 GAUGE WITH

NEOPRENE SEALING SLEEVE
CONFORMING TO ASTM C-564

3. DOMESTIC WATER BELOW GRADE:

A. PIPE: TYPE K SOFT COOPER TUBE,
ANNEALED TEMPER, ASTM B88
B. FITTINGS: WROUGHT COPPER, ANSI B16.22
C. JOINTS: BRAZED JOINT

4. DOMESTIC WATER ABOVE GRADE
A. PIPE: TYPE L HARD DRAWN COPPER, ASTM
B88
B. FITTINGS: WROUGHT COPPER, ANSI B16.22
C. JOINTS: 95%-5% TIN-ANTIMONY LEAD FREE
SOLDER.

5. NATURAL GAS ABOVE GRADE
A. PIPE: SCHEDULE 40 BLACK STEEL, ASTM
A53.

B. FITTINGS: 150LB MALLEABLE IRON
THREADED, ANSI B16.3. FLANGED, ANSI
B16.9, STEEL
C. JOINTS: 2" AND SMALLER, THREADED

ROUGH-IN SIZE
S/W

MARK FIXTURE REMARKS
WALL-MOUNT LAVATORY AMERICAN STANDARD "LUCERNE" MODEL #0356.421 WHITE, POWERS MODEL #115A5 "TEMP-TAP" THERMOSTATIC FAUCET (FAUCET COMES PRE-SET TO 105°F - THE P.C. MUST ADJUST THE TEMPERATURE LIMIT STOP TO 110°F) STOPS AND CHECKS, INSTALL WITH BRASSCRAFT 1/2" BRAIDED FLEX SUPPLIES, 1/4 TURN ANGLE STOPS AND CHROME PLATED ONE PIECE ESCUTCHEONS. GRID STRAINER WITH CHROME PLATED PTRAP, CHROME PLATED TRAP-ARM, AND CHROME PLATED ESCUTCHEON. P-TRAP AND WATER SUPPLIES SHALL BE WRAPPED WITH TRUEBRO LAVGUARD #102.

L-1 LAVATORY
(WALL MOUNT)
1-1/2"
V
1-1/2"
CW
1/2"
HW
1/2"
FLOOR MOUNTED TANK TYPE AMERICAN STANDARD "CADET", MODEL #215CA.104 WHITE ELONGATED 1.28 GPF TOILET, OPEN FRONT SEAT (NO COVER), TRIP LEVEL ON OPEN SIDE OF TOILET. INSTALL WITH BRASSCRAFT BRAIDED FLEXIBLE SUPPLY & 1/4 TURN ANGLE STOP, CHROME PLATED ESCUTCHEON.

WC-1 WATER CLOSET
(FLUSH TANK)
3" 2" 1/2" -

PLUMBING FIXTURE SCHEDULE
ZURN #1443 SQUARE WALL CLEANOUT, DURA-COATED CAST IRON BODY, GAS AND WATER TIGHT TAPERED THREAD PLUG AND NICKLE BRONZE

SECURED SQUARE, SMOOTH WALL ACCESS COVER AND FRAME

WCO WALL CLEANOUT LINE
SIZED
- - -
FIAT MSB 24x24 PROVIDE FIAT 830-AA CHROME PLATED SERVICE FAUCET W/ VACUUM BREAKER, INTEGRAL STOPS, WALL BRACE, PAIL HOOK AND HOSE THREAD ON SPOUT, 832-AA HOSE AND BRACKET, AND 889-CC MOP HANGER MS-1 MOP SINK 2" 2" - -
ELKAY MODEL #LRAD2022 LSUTERTONE, SINGLE BOWL SINK, STAINLESS STEEL #18 GA., 19-1/2"x22"x6" DEEP, TOP MOUNT, BOWL AND FAUCET DECK RECESSED, WITH AMERICAN STANDARD 6409.180 TWO HANDLE TOP MOUNT FAUCET WITH RIGID/SWIVEL 8" GOOSENECK SPOUT. ADA COMPLIANT, 1.5

GPM MAX
HS-1 HAND SINK 1-1/2" 1-1/2" 1/2" 1/2"
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PLUMBING SCHEDULES

Page 81 of 102 ends

NEW WATER HEATER (GAS)
EXISTING 1” WATER LINE TO
REMAIN. VERIFY LOCATION AT SITE.

COMMUNITY
MEETING ROOM #1
CONNECT NEW 1” WATER LINE TO
EXISTING 1” MAIN WATER LINE
RESTROOM #1
1/2” CW
1/2” CW
1” CW
1/2” CW

STORAGE

EQUIPMENT
ROOM
OFFICE
SERVER
STAFF
1” CW
1/2” CW
1/2” CW
1/2” CW
RESTROOM #3
RESTROOM #2

CORRIDOR

JANITOR
1/2” CW
3/4” CW
3/4” HW

COMMUNITY
MEETING ROOM #2

STORAGE

COMPUTER

STATIONS

READING
AREA

ADULT/TEEN
1/2” HW
1/2” HW
3/4” HW
1/2” HW
1/2” HW

ENTRANCE

CHILDRENS
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PLUMBING FLOOR PLAN
3/16" = 1'-0" 1

PLUMBING PLAN - CW AND HW

Page 82 of 102 ends

EXISTING 4" SEWER LINE TO REMAIN
(VERIFY LOCATION AT SITE)
3" W
1-1/2" W
1-1/2" W
3" W
1-1/2" W
1-1/2" W
3" W
2" W
1-1/2" W
2" V
2" VENT UP TO ROOF.

TERMINATE WITH A GOOSENECK
18" ABOVE FINISH ROOF.
2" V
2" V
2" V
2" V
2" V
2" V
2" V
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PLUMBING FLOOR PLAN
3/16" = 1'-0" 1

PLUMBING PLAN - WASTE AND VENTING

Page 83 of 102 ends

EXISTING GAS METER TO REMAIN
EXISTING 1" GAS LINE TO REMAIN,

VERIFY LOCATION AT SITE

NEW WATER HEATER (GAS)
1" GAS LINE
1/2" GAS LINE
FC-1
FC-2
FC-3
3/4" CONDENSATE
3/4" CONDENSATE
3/4" CONDENSATE TO

SINK P-TRAP
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PLUMBING FLOOR PLAN
3/16" = 1'-0" 1

PLUMBING PLAN - GAS AND

CONDENSATE
PLUMBING NOTES:
1) ALL CONDENSATE LINES TO BE PVC SCHEDULE 40.
2) SLOPE CONDENSATRE LINES 1% IN DIRECTION OF SINK P TRAP.

Page 84 of 102 ends

BALANCE OF PIPING SAME AS

CLEANOUT TO FLOOR

PLUGGED TEE WITH

CLEANOUT

WALL COVER AND
SCREW
WALL

MAY EXTEND AS A

WASTE OR VENT LINE
NO HUB MAY BE USED.

FINISHED FLOOR
1/8" C.I. BEND

COLD WATER HEADER
PRIMER 5" DIMENSION
SINGLE SUPPLY TUBE SS-8

DISTRIBUTION UNIT FOR

MULTIPLE CONNECTIONS

WHERE APPLICABLE

ACCESS PANEL

VENT LINE

FLOOR DRAIN OR

FLOOR SINK
TRAP MINIMUM 1/2" FLOOR DRAIN TRAP MAKE-UP
WATER LINE (SEE DETAIL NOTE #1)

TRAP PRIMER VALVE
PRECISION PLUMBING PRODUCTS "PPP",
AUTOMATIC TRAP PRIMER MODEL #PR-500
1/2" COLD WATER SUPPLY TO

TRAP PRIMER
INSTALLATION DIMENSION 16 3/8"
NOTES:

1. TRAP PRIMER VALVE SHOULD BE MOUNTED ONE
FOOT ABOVE THE FINISHED FLOOR FOR EVERY 20
FEET OF PRIMER LINE. PRIMER LINE SHALL BE
SLOPED 1/4" TOWARDS FLOOR DRAIN

2. PROVIDE MOUNTING BRACKETS AS REQUIRED

LAVATORY (HAND SINK)

COMPRESSION TEE

COLD WATER ANGLE
STOP

TRAP ASSEMBLY

HOT WATER ANGLE
STOP
WATTS #L111

THERMOSTATIC MIXING
VALVE

TEMPERED WATER

SUPPLY FITTING WITH

0.5 GPM AERATOR

ROOF DECK

ROOF INSULATION
REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR MINIMUM

THREE FEET FROM PROPERTY LINE, OR TEN FEET HORIZONTAL OR THREE FEET

VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTR MINIMUM 18" FROM PARAPET, EXPANSION JOINT, EQUIPMENT CURB, ETC. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS.

ANCHOR PIPE TO ROOF DECK WITH

U-BOLT AROUND PIPE AND ANGLE IRON

WELDED OR SCREWED TO ROOF DECK
OR JOIST.

CORE DRILL ROOF OR PROVIDE SLEEVE
IF REQUIRED BY TYPE OF ROOF DECK.

PROVIDE FIRE STOP SEAL BETWEEN

PIPE AND SLEEVE OR DECK

PROVIDE PIPE INCREASER IF/WHERE
CODE REQUIRES A MINIMUM 3" VENT

THRU ROOF

FLASHING AND COUNTERFLASHING OF

VENT THRU ROOF IS BY ROOFING
CONTRACTOR. PLUMBING
CONTRACTOR TO COORDINATE INSTALL.
(PROVIDE PENETRATION-FLASHING

BOOT WHERE SHOWN IN PLAN)
MINIMUM 12" BELOW ROOF
MINIMUM 12" ABOVE ROOF NORMALLY.

EXTEND TO HEIGHT OF PARAPET WHEN
WITHIN 10' OF PARAPET

NO-HUB PIPE CONNECTORS

ON CAST IRON PIPE OR BELL

AND SPIGOT IF PVC

SEDIMENT STRAINER, STAINLESS
STEEL. (PLUMBER TO PROVIDE

REMOVABLE STRAINER WITH PRONG
BELOW DOME.)

FINISHED FLOOR

MOUNT FIXTURE FLUSH

WITH FINISHED FLOOR

FLOOR GRATE

FLOOR SLAB
3" WASTE (TYP.)

DRAIN LINE TO

DISCHARGE INDIRECTLY
AIR GAP = 2x DIA
1" MIN
DIA.

NOTES:

1. SUPPORT ADJACENT TO JOINT, NOT TO EXCEED 18" (457 MM)

2. BRACE NOT TO EXCEED 40' (12,192 MM) INTERVALS TO PREVENT HORIZONTAL MOVEMENT.

3. SUPPORT AT EACH HORIZONTAL BRANCH CONNECTIONS.

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
PIPE

MATERIAL

TYPES OF

JOINTS HORIZONTAL VERTICAL

CAST-IRON

HUBLESS
COPPER

TUBE AND
PIPE

STEEL PIPE

FOR GAS

SHIELDED

COUPLING

SOLDERED

OR BRAZED

THREADED

OR WELDED

EVERY OTHER JOINT,
UNLESS OVER 4'

THEN SUPPORT EACH
JOINT

BASE AND EACH

FLOOR A MAXIMUM
OF 15'
1-1/2" AND SMALLER
6'-2" AND LARGER,
10'
1/2", 6'; 3/4" AND 1",
8'; 1-1/4" & LARGER,
10'

EACH FLOOR NOT
TO EXCEED 10'
1/2", 6'; 3/4" AND 1",
8'; 1-1/4" & LARGER,

EVERY FLOOR

HANGERS AND SUPPORT
(2019 CPC TABLE 313.3)

HANGER ROD SIZE
TABLE 313.6

PIPE AND TUBE
SIZE

ROD SIZE
(INCHES)
1/2 - 4
5 - 8
10 - 12
3/8"
(INCHES)
3/8"
3/8"

TYPICAL HANGER RODS SEE
TABLE 1
INSULATION SHIELD 16" GA
GALVANIZED 12" LG MIN
INSERT, 12" TYPICAL,

AS SPECIFIED

INSULATED

AS SPECIFIED

CLEVIS TYPE HANGER

FACTORY PAINTED
NTS

PIPE HANGER DETAIL

SUPPLY AND RETURN LINES TO BE
FULL 3/4" TUBING THROUGHOUT

RECIRCULATION LOOP

GAS SUPPLY

CW SUPPLY

PRESSURE RELIEF VALVE

DRAIN VALVE

BALL VALVE

CHECK VALVE
UNION

HW SUPPLY

MOUNTING STRUT - ATTACHED TO

WALL OR PARAPET

FLUE THROUGH ROOF
NTS
1 P4 WALL CLEANOUT
NTS
3 P2 TRAP PRIMER AND FLOOR DRAIN
NTS
4 P7 LAVATORY INSTALLATION
NTS
2 P3 VENT TO ROOF
NTS
5 P5 FLOOR SINK
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PLUMBING DETAILS NTS 6
P1 PIPE HANGER DETAIL
NTS 8
P9 GAS TANKLESS WATER HEATER

Page 85 of 102 ends

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PLUMBING DETAILS

WATER HEATER - CUT SHEETS
NTS
1 SELECTED WATE
HEATER

Page 86 of 102 ends

3PL THIRD PARTY LOGISTICS

AC AIR CONDITIONING

ACC ACCESSIBLE

ACT ACOUSTICAL CEILING TILE

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITIES HAVING JURISDICTION

AMP AMPERE

AOR ARCHITECT OF RECORD

APPROX APPROXIMATE

BOH BACK OF HOUSE

BLDG BUILDING

CAB CABINET

CKT CIRCUIT

CL CENTER LINE

CLG CEILING

CLR CLEAR OR CLEARANCE

COL COLUMN

COMP COMPARTMENT

CONST CONSTRUCTION

CONT CONTINUOUS

CTR CENTER

CW COLD WATER

CWF COLD WATER FILTERED

CX COMMISSIONING

CXA COMMISSIONING AGENT

DEG DEGREES

DET DETAIL

DIA DIAMETER

DISP DISPENSER

DIM DIMENSION

DM STARBUCKS DESIGN MANAGER

DN DOWN

DWG(S) DRAWING(S)

EA EACH

EC ELECTRICAL CONTRACTOR

EG EXHAUST GRILLE

EL ELEVATION

ELEC ELECTRICAL

EM EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST OR (E) EXISTING

EXP EXPOSED

EXT EXTERIOR

FC STARBUCKS FIXTURE CONTRACTOR/INSTALLER

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FF&E FURNITURE, FIXTURE AND EQUIPMENT

F&I FURNISH AND INSTALL

FIN FINISH

FLR FLOOR

FOH FRONT OF HOUSE

FRP FIBERGLAS REINFORCED PANEL

FS FLOOR SINK

FT FOOT OR FEET

GC GENERAL CONTRACTOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GND GROUND

HC HOLLOW CORE

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HS HAND SINK

HT HEIGHT

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

LC LICENSEE

LL LANDLORD

LV LOW VOLTAGE

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL AND PLUMBING

MFR MANUFACTURER

MIN MINIMUM

MS MOP SINK

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OA OVER ALL

OC ON CENTER

OD OUTSIDE DIAMETER

PC PHOTOCELL

PD STARBUCKS PRODUCTION DESIGNER

PDM STARBUCKS PROJECT DEVELOPMENT MANAGER

PLAM PLASTIC LAMINATE

POS POINT OF SALE

R RADIUS

REF REFERENCE
REQ(‘D) REQUIRE(D)

REV REVISION

RG RETURN GRILLE

RND ROUND

RT ROOF TOP

SB STARBUCKS

SC SOLID CORE

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SST STAINLESS STEEL

SUSP SUSPENDED

TEL TELEPHONE

TEMP TEMPORARY

TW TEMPERED WATER

TYP TYPICAL

UC UNDERCOUNTER

UON UNLESS OTHERWISE NOTED

VD VENDOR DIRECT

VERT VERTICAL

VIF VERIFY IN FIELD

W SANITARY WASTE

WH WATER HEATER

WP WEATHER PROOF

WCO WALL CLEANOUT
CB
OS
PP
CR OS
BG
PB
S S
PC
OR

DUPLEX - NON

CONTROL

QUADRUPLEX- NON

CONTROL

DUPLEX-VOICE-DATA

GFCI DUPLEX

FUSED-SWITCH BUS PLUG

CIRCUIT BREAKER - ENCLOSED
VOICE OUTLET WITH 1"C.O.

DATA OUTLET WITH 1"C.O.

VOICE-DATA WITH 1"C.O.
3/4" CONDUIT WITH 4#12 WIRES,
UON.

GROUND WIRE NOT SHOWN.
3/4" CONDUIT WITH 3#12 WIRES,
UON.

GROUND WIRE NOT SHOWN.
3/4" CONDUIT WITH 2#12 WIRES,
UON.

GROUND WIRE NOT SHOWN.

CONDUIT RUN UNDERGROUND OR
UNDER

THE FLOOR SLAB

CONDUIT HOMERUN TO PANEL
BOARD
1LA WITH CIRCUIT 1,3,5
1LA-1,3,5

CAPPED CONDUIT

CONDUIT TURNING DOWN

CONDUIT BREAK

CONDUIT TURNING UP
T

LIGHT SWITCH - TIME OPERATED

LIGHT SWITCH - DIMMABLE SINGLE POLE
3D

LIGHT SWITCH - DIMMABLE THREE WAY
(PROVIDES CONTROL IN TWO

LOCATIONS)

OCCUPANCY SENSOR

OCCUPANCY SENSOR POWER PACK
1X4 SURFACE MOUNTED LIGHT
2X4 SURFACE MOUNTED LIGHT
4FT WALL MOUNTED LIGHT
1X4 EMERGENCY LIGHT
2X4 EMERGENCY LIGHT
2X4 RECESSED LIGHT

CIRCUIT BREAKER SWITCH
A

AMMETER
M DIGITAL METER U.O.N.

FUSE SWITCH

TRANSFORMER - DELTA WYE-GROUNDED
GFR

GROUND FAULT RELAY

FUSE - INLINE
PANEL

SIMPLEX

EMERGENCY DUPLEX

EMERGENCY QUADRUPLEX

EMERGENCY SIMPLEX
CTR

COUNTERTOP DUPLEX
IG

ISOLATED GROUND DUPLEX
CR

NEMA XXX SINGLE NEMA OUTLET
XP

EXPLOSION PROOF DUPLEX
XP

EXPLOSION PROOF SIMPLEX

SPLIT WIRE

CARD READER

EMERGENCY BREAK GLASS

PUSH BUTTON

SPEAKER - AV

ELECTRICAL PUSH BUTTON
K

LIGHT SWITCH - KEY OPERATED
P

LIGHT SWITCH -
WITH

PILOT LIGHT

PHOTOCELL

D DIMMER

OVERRIDE SWITCH
EXIT SIGN 1 FACE
EXIT SIGN 1 FACE LEFT ARROW

POWER OUTLETS

FLOOR WALL CEILING

TELECOM

FLOOR WALL CEILING

LIGHTING

FLOOR WALL CEILING

RECESSED DOWNLIGHT

SINGLE LINE DIAGRAM
WIRING

SWITCHES/CONTROLS

FLOOR WALL CEILING
TO

SWITCH - WITH THERMAL OVERLOAD
XXXXX
XXXXX
XXXXX
XXXXX
L
V

LIGHT SWITCH - LOW VOLTAGE

CONTROLLED DUPLEX RECEPTACLE

CR CR CONTROLLED DUPLEX / QUAD RECEPTACLE
TR

TAMPER RESISTANT
NS

NON STANDARD - VERIFY MOUNTING

HEIGHT WITH ARCHITECT
EM
EM
EM
EM
EM
CEILING MOUNTED, U.O.N.

CEILING MOUNTED, U.O.N.

OSD

LIGHT SWITCH - DIMMABLE OCCUPANCY SENSOR
D

LIGHT SWITCH - SINGLE POLE
SHEET NO. SHEET TITLE
E1.0 GENERAL NOTES
E2.0 LIGHTING
E2.1 LIGHTING CONTROLS & DETAILS
E2.2 TITLE 24 LIGHTING CONTROLS/CONTROLLED

RECEPTACLE PLAN
E2.3 PHOTOMETRICS
E3.0 POWER PLAN
E4.0 SINGLE LINE DIAGRAM
E5.0 TITLE 24
E6.0 ELECTRICAL DETAILS

GENERAL NOTES ABBREVIATIONS SYMBOLS

SCOPE OF WORK

ELECTRICAL DESIGN FOR USE CHANGE FROM EXISTING DWELLING UNIT TO LIBRARY.

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Copy Protection
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INITIAL SET 11-28-2022
Electrical Engineer Of Record
PROJECT NAME:

COMMERCIAL

BUELLTON LIBRARY
E1.0

GENERAL NOTES

1. PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO ACHIEVE A COMPLETE AND OPERATING SYSTEM.

2. COORDINATE AND OBTAIN APPROVALS FROM ALL RESPECTIVE UTILITY COMPANIES AS REQUIRED FOR A COMPLETE AND OPERATING INSTALLATION.

3. INSTALL RACEWAY SYSTEMS AS FOLLOWS:
a. USE ELECTRIC METALLIC TUBE CONDUIT IN ALL AREAS PROTECTED ABOVE CEILING OR IN WALLS. b. USE RIGID GALVANIZED STEEL IN ALL AREAS EXPOSED TO WEATHER OR PHYSICAL DAMAGE, c. USE FLEXIBLE METALLIC CONDUIT ONLY IN AREAS AS PERMITTED BY LOCAL CODE AUTHORITY, USE SEAL-TITE IN AREAS EXPOSED TO WEATHER. d. USE COMPRESSION TYPE FITTINGS FOR ELECTRICAL METALLIC TUBING WHERE UTILIZED. e. USE P.V.C. CONDUIT UNDERGROUND WITH CODE SIZED GROUND.

CONDUIT RISERS AND STUBS ABOVE GRADE SHALL BE I.M.C. WITH HALF-LAPPED TAPE COVERING OR P.V.C. COATING. f. THE USE OF ROMEX OR BX IS NOT PERMITTED.

4. ALL NEW WIRING SHALL BE COPPER TYPE "THHN/THWN" - U.O.N..

5. ALL CEILING MOUNTED ELECTRICAL DEVICES AND/OR EQUIPMENT SHALL BE SUPPORTED FROM THE CEILING GRID, NOT FROM CEILING TILE.

6. ALL FIXTURE, DEVICE, ETC... LOCATIONS SHALL BE VERIFIED WITH ARCH. DRAWINGS AS WELL AS EQUIPMENT SUPPLIER REQUIREMENTS PRIOR TO ANY ROUGH-IN WORK.

7. ALL LIGHTING FIXTURES SHALL BE MOUNTED AND SUPPORTED IN ACCORDANCE WITH OSHA STANDARDS, THE 2019 CALIFORNIA ELECTRICAL CODE, AND THE CALIFORNIA ENERGY CODE.

8. CONTRACTOR SHALL PROVIDE LIGHTING FIXTURE MOUNTING KITS AS REQUIRED TO SUIT THE EXACT TYPE OF CEILING TO WHICH THEY ARE MOUNTED.

9. THESE DRAWING ARE DIAGRAMMATIC AND REPRESENT THE INTENT OF EQUIPMENT, DEVICES, ETC... TO BE CONNECTED AND THE CIRCUITS TO WHICH THEY ARE TO BE CONNECTED TO. CONTRACTOR SHALL INSTALL ALL CONDUIT, J-BOXES, ETC... AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM.

10. ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF.

11. ALL WORK SHALL COMPLY WITH THE 2019 CALIFORNIA ELECTRICAL CODE AND THE 2019 CALIFORNIA ENERGY CODE.

12. ALL EQUIPMENT SHALL BE NEW AND BEAR A "UL" LABEL - U.O.N..

13. CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY BUILDING PERMITS.

14. COMPLETE ELECTRICAL INSTALLATION SHALL BE GUARANTEED IN WRITING FOR A PERIOD OF (1) YEAR - U.O.N..

15. CONTRACTOR SHALL INCLUDE IN BID - COSTS FOR ALL HVAC CONTROL COMPONENTS, CONDUITS, DEVICES, ETC... AS DEEMED NECESSARY FOR A COMPLETE AND OPERATING HVAC SYSTEM. REFER TO MECHANICAL DRAWINGS, DIAGRAMS AND SPECS FOR THOSE ITEMS REQUIRED UNDER THE ELECTRICAL SECTION OF THIS CONTRACT.

16. CONTRACTOR SHALL VISIT SITE PRIOR TO BID DATE, TO VERIFY ALL EXISTING CONDITIONS TO BE ENCOUNTERED IN THE INSTALLATION OF ALL NEW EQUIPMENT, FIXTURE DEVICES,FEEDERS, ETC... EXACT INSTALLATION METHOD AND REQUIREMENTS SHALL BE VERIFIED AND DETERMINED PRIOR TO BID DATE. CONTRACTOR SHALL IMMEDIATELY NOTIFY ELECTRICAL ENGINEER OF ANY REQUIRED MODIFICATIONS WHICH ARE NOT SHOWN ON THESE DRAWINGS. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOBSITE CONDITIONS AND WORK TO BE PERFORMED.

17. ALL EQUIPMENT ELECTRICAL CHARACTERISTICS, NEMA CONFIGURATION, LOCATIONS, AND CONNECTION REQUIREMENTS SHALL BE VERIFIED PRIOR TO ANY ROUGH-IN WORK.

18. CONTRACTOR SHALL FURNISH THE FOLLOWING SHOP DRAWINGS FOR PRIOR APPROVAL:
a. ALL SUBMITTED LIGHT FIXTURES.
b. ALL ELECTRICAL SERVICE EQUIPMENT, DISTRIBUTION EQUIPMENT AND PANELBOARDS. c. OTHER ITEMS AS SPECIFICALLY INDICATED.

19. COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH THE PRESENTLY ADOPTED EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC).

20. PENETRATIONS OF ALL FIRE RATED WALLS OR CEILINGS SHALL BE FIRE RATED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES.

21. PROVIDE RIVETED ON ENGRAVED PLASTIC NAMEPLATES (BLACK WITH WHITE LETTERS) FOR ALL MAJOR ELECTRICAL EQUIPMENT.

22. PROVIDE THE OWNER WITH ONE SET OF ELECTRICAL "AS-BUILTS" AT THE COMPLETION OF THE JOB.

23. ALL DEVICES MOUNTED BACK TO BACK ON THE FIRE RATED WALL SHALL BE MOUNTED WITH 24" MINIMUM HORIZONTAL OFFSET.

24. THE EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT SITE PRIOR TO SUBMITTING BID. ALL DEMOLITION, ALTERATION, EXTENSION, RELOCATION, REHABILITATION WORK SHALL BE INCLUDED IN CONTRACT. NO ADDITIONAL ALLOWANCE OR CHANGE ORDERS WILL BE ACCEPTED.

25. CONTRACTOR IS RESPONSIBLE TO RELOCATE OR REMOVE FROM WALLS, CEILINGS, FLOOR SPACES, ETC. ANY EXISTING CONDUITS, WIRES, BOXES, FITTINGS, FIXTURES OR OTHER ELECTRICAL EQUIPMENT WHICH INTERFERES WITH TENANT IMPROVEMENT WORK. PROVIDE CIRCUIT CONTINUATION REQUIRED FOR ALL EXISTING OUTLETS, FIXTURES, EQUIPMENT, ETC. SCHEDULED TO REMAIN.

26. LOCATION OF OUTLET SHOWN IS APPROXIMATE ONLY AND OUTLET MAY BE MOVED TO SUIT EQUIPMENT LAYOUT. COORDINATE WITH ARCHITECT AND/OR TENANT REPRESENTATIVES FOR EXACT LOCATION.

27. PANELBOARDS SHALL BE PROVIDED WITH TYPEWRITTEN PANEL SCHEDULE MOUNTED INSIDE EACH PANEL AND ENGRAVED PRIMARY/SECONDARY PANEL LABELS FROM

SWITCHBOARD

28. VERIFY ALL DISCONNECT SWITCHES, FUSE SIZES AND TYPES WITH MECHANICAL EQUIPMENT MANUFACTURER PRIOR TO INSTALLATION.

29. A SEPARATE GROUNDING CONDUCTOR SHALL BE RUN IN ALL NON METALLIC CONDUIT RUNS.

30. ALL ELECTRICAL DEVICES SHOWN WITH (E) ARE EXISTING TO REMAIN AND (N) ARE NEW.

31. THE UNGROUNDED AND GROUNDED CONDUCTORS OF EACH MULTI-WIRE BRANCH CIRCUIT SHALL BE GROUPED BY WIRE TIES OR SIMILAR MEANS IN AT LEAST ONE LOCATION WITHIN THE PANELBOARD OR OTHER POINT OF ORIGINATION. PROVIDE APPROVED HANDLE TIE AT CIRCUIT BREAKER AS REQUIRED.

32. ELECTRICAL RECEPTACLE OUTLETS AND SWITCHES, INCLUDING COMMUNICATION SYSTEM RECEPTACLES, SHALL BE LOCATED NOT LESS THAN 15" MEASURED TO THE BOTTOM OF THE BOX OR MORE THAN 48" MEASURED TO THE TOP OF THE BOX A.F.F.

33. PROVIDE GROUND CONDUCTOR IN ALL FEEDER AND BRANCH CIRCUITS, SIZED PER CODE, UNLESS OTHERWISE INDICATED.

34. ALL PANELS, SWITCHES, ETC. SHALL HAVE SUFFICIENT GUTTER SPACE AND LUGS TO ACCOMMODATE CONDUCTORS SHOWN. ALL PANELBOARDS SHALL BE EQUIPPED WITH BOLT-ON CIRCUIT BREAKERS PER PANEL SCHEDULE.

35. ELECTRICAL EQUIPMENT AND MATERIALS SHALL BE FASTENED TO STRUCTURE SO AS TO RESIST MOVEMENT DUE TO SEISMIC FORCES. REQUIREMENTS SHALL BE AS SPECIFIED BY THE STATE OF CALIFORNIA AND LOCAL CODES AND ORDINANCES.

36. THE FEEDER LENGTHS SHOWN ON DRAWINGS ARE AN APPROXIMATE FOR VOLTAGE DROP CALCULATIONS. CONTRACTOR SHALL FIELD-VERIFY THE EXTENT OF THE WORK UNDER WHICH HE WILL BE OBLIGATED TO OPERATE IN PERFORMING HIS CONTRACT.

37. WINSTON ENGINEERING INC DOES NOT DETERMINE THE MAKE OR MODEL OF ANY EQUIPMENT U.O.N.

FIRE LIFE SAFETY NOTES

UNDER DESIGN/BUILD FIRE/LIFE SAFETY CONTRACTOR SHALL INVESTIGATE THE EXTENT OF REQUIRED SCOPE OF WORK WITH FIRE MARSHAL AND OTHER AUTHORITIES HAVING PLAN CHECK AND INSPECTION AUTHORITIES AND PROVIDE AND SUBMIT FIRE/LIFE SAFETY (FIRE ALARM SYSTEM) CONSTRUCTION DOCUMENTS TO AHJ. APPROVAL SHALL BE OBTAINED PRIOR TO THE INSTALLATION OF THE SYSTEM.

CONTRACTOR SHALL PROVIDE AS PART OF FIRE ALARM SYSTEM:
* CONSTRUCTION DOCUMENT AND SHOP DRAWINGS, EQUIPMENT LIST WITH CSFM LISTING NUMBERS. * SYSTEM SHALL BE PEER TO PEER NETWORK CAPABLE AND MICROPROCESSOR BASED. * COORDINATE WITH MECHANICAL, PLUMBING AND FIRE PROTECTION SYSTEM DRAWINGS FOR ALL REQUIRED FIRE ALARM DEVICES UNDER MECHANICAL, PLUMBING & FIRE PROTECTION AND PROVIDE INTERCONNECTING WIRING FOR A COMPLETE WORKING SYSTEM.
* COORDINATE WITH ELEVATOR CONSULTANT FOR ALL REQUIRED FIRE ALARM SYSTEM DEVICES.

FIRE ALARM & SECURITY SYSTEMS: FIRE ALARMS AND SECURITY SYSTEMS ARE NOT PART OF THIS CONTRACT. DESIGN-BUILD CONTRACTOR WILL SUBMIT AS SEPARATE PERMIT FOR APPROVAL

Page 87 of 102 ends

PRINTER
SELF

CHECKOUT COMMUNITY

PRINTER
RAMP
DN 1:12
DN
2R
RAMPDN 1:12
DN2R
DN
2R
RAMP
DN 1:12
DN2R
DN
2R
DN
2R
DN
2R
RAMP
DN 1:12
DN
2R

JANITOR
RESTROOM #2
RESTROOM #3
SERVER
OFFICE

STORAGE

CHECKOUT

COMMUNITY
MEETING ROOM #2

READING
AREA

COMPUTER

STATIONS

COMPUTER

STATIONS

CHILDRENS

ENTRANCE
WINDOW
SEAT

ADULT / TEEN
RESTROOM #1

EQUIPMENT
ROOM

COMMUNITY
MEETING ROOM #1
STAFF
ELECT.

CLOSET
STORAGE STOR.

DN4R

CORRIDOR
8'-6"
8'-6"
8'-6"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
9'-6"
VOLUME
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
3 4
3 OS
OS
OS
D
OS
OS
3 4 3
3 3 33 3 3 33
OS3
OS3
OS
A-31 A-31 A-31 A-31
A-31 A-31 A-31 A-31
A-26 A-26 A-26
A-26 A-26 A-26
A-26
A-26 A-26
A-26 A-26
A-26
A-26 A-26
A-26 A-26
A-26 A-26
A-27 A-27 A-27 A-27
A-27 A-27 A-27 A-27
A-27
A-27
A-27
A-27
A-27

EXHAUST FAN

EXHAUST FAN
A-22
A-22
A-9
A-29 A-29
A-29 A-29
A-29
A-29
A-29
A-29
A-28 A-28
A-28 A-28
A-28 A-28
A-31
A-31
A-22
A-22
A-9
A-29 A-29
? A-29
A-29
A-29 A-29
A-29
A-29
A-28
A-28
A-28 A-28
A-28
A-28
A-28
A-28
A-29 A-29
A-29
A-29
A-28

A A A A

A A A A
A
A A
A A
A A
A
A
A
A
A A A
A A A
B B B
B B B
A-26
A-26
B
B
E E
E
E
E
E E E
E
E
E
E E
E E
E E
E
E
E
C
C
D
D
D
G
A-28
G
G
G
G
G
G G
G G
G G
G G
G G
G G
G
G G
G
A-9
A-22
A-22
A-31
A-26
A-27
A-26
A-26
A-27
A-27 A-27
A-27
A-26
A-26 A-26
A-26
A-26 A-26 A-26
A-26 A-26 A-26
A-31
A-31
A-31
A-27
A-27
A
A
A
A-27
A-27
A-26 A-26
F
F
A-26
A-26
A-27 A-27
A-27
A-31
A-31
A-31
A-26
A-27
A-28
A-28
A-28
A-28
A-28 A-28
A-28
PROJECT #:

PROJECT ADDRESS:
8605 Santa Monica Blvd Ste 63454
West Hollywood, CA 90069
951-902-6600
[email protected]
www.winstoneng.com
202 DAIRYLAND DRIVE

BUELLTON, CA
93427

REVISION SCHEDULE

Submittal of documents to public agencies shall not be considered a waiver of Engineer.

Copy Protection
AZ5-8
INITIAL SET 11-28-2022
Electrical Engineer Of Record
PROJECT NAME:

COMMERCIAL

BUELLTON LIBRARY
E2.0

LIGHTING
Scale
:
3/16" = 1'-0" 1

FLOOR PLAN - LIGHT PLAN

FIXTURE SYMBOL DESCRIPTION VOLTAGE (V) POWER (W)

LIGHTING SCHEDULE
C
E
1'x4' LED RECESSED TROFFER C/W EMERGENCY
LED DRIVER TO PROVIDE 90 MINUTE RUN TIME
#LITHONIA - BLT4-40LADP-120-EZ1LP835-EL-7L
120V 46W

INTERIOR WALL MOUNT LED
#WAC LIGHTING-WS-248-3500-1400-WT
120V 16W

INTERIOR LED VANITY LIGHT
#HUXE - VALLEA VANITY
120V 18W
EXTERIOR WALL MOUNT LED LIGHT C/W LED A19 BULB
CARSON 12" WALL SCONCE #A7232
120V MAX
100W
B
36" DIA. SUSPENDED PENDANT -
#KUZCO CERCHIO PD87736
120V 8.14W
A
D

FIXTURE SYMBOL DESCRIPTION VOLTAGE (V) POWER (W)
F
EXIT
EXTERIOR SURFACE MOUNT LIGHT C/W LED E26 BASE
CARSON ROD PENDANT #A8390
120V

EMERGENCY LIGHT - LITHONIA LIGHTING -
ELM4L SP640L - WITH 90 MIN BACKUP BATTERY
120V 2.5W
EXIT SIGN - LITHONIA LIGHTING - LHQM LP06VSWITH 90 MIN BACKUP BATTERY 120V 5.5W
MAX
300W

G EXTERIOR RECESSED STEP LIGHT
LITHONIA LIGHTING #OSLR
120V 54W
6" RECESSED DOWNLIGHT LED - MANUFACTURER TBD 120V 13W

GENERAL NOTES

1. CAPACITY OF STORAGE SYSTEMS SHALL NOT BE LESS THAN 90

MINUTES OPERATING TIME WITHOUT THE VOLTAGE FALLING
BELOW 87.5% NORMAL.

Page 88 of 102 ends

PROJECT #:

PROJECT ADDRESS:
8605 Santa Monica Blvd Ste 63454
West Hollywood, CA 90069
951-902-6600
[email protected]
www.winstoneng.com
202 DAIRYLAND DRIVE

BUELLTON, CA
93427

REVISION SCHEDULE

Submittal of documents to public agencies shall not be considered a waiver of Engineer.

Copy Protection
AZ5-8
INITIAL SET 11-28-2022
Electrical Engineer Of Record
PROJECT NAME:

COMMERCIAL

BUELLTON LIBRARY
E2.1

LIGHTING CONTROLS & DETAILS

Page 89 of 102 ends

Photocell Notes:

1. Per Title 24 Section 130.1 (d), all luminaires within the primary and secondary daylight zones shall be controlled following Table 130.1-A.
-SKYLIT DAYLIT ZONE is the rough area in plan view under each skylight, plus 0.7 times the average ceiling height in each direction from the edge of the rough opening of the skylight, minus any area on a plan beyond a permanent obstruction that is taller than the following: A permanent obstruction that is taller than one-half the distance from the floor to the bottom of the skylight. The bottom of the skylight is measured from the bottom of the skylight well for skylights having wells, or the bottom of the skylight if no skylight well exists.

For the purpose of determining the skylit daylit zone, the geometric shape of the skylit daylit zone shall be identical to the plan view geometric shape of the rough opening of the skylight; for example, for a rectangular skylight the skylit daylit zone plan area shall be rectangular, and for a circular skylight the skylit daylit zone plan area shall be circular. - PRIMARY SIDELIT DAYLIT ZONE is the area on a plan directly adjacent to each vertical glazing, one window head height deep into the area, and window width plus 0.5 times window head height wide on each side of the rough opening of the window, minus any area on a plan beyond a permanent obstruction that is 6 feet or taller as measured from the floor. - SECONDARY SIDELIT DAYLIT ZONE is the area on a plan directly adjacent to each vertical glazing, two window head heights deep into the area, and window width plus 0.5 times window head height wide on each side of the rough opening of the window, minus any area on a plan beyond a permanent obstruction that is 6 feet or taller as measured from the floor.

2. Photocell placement to be verified per lighting controls manufacturer.

TYPICAL OCCUPANCY SENSOR WIRING

DIAGRAM
Control
Relay
Box
Panel
Lighting
Load
PC Hot
Neutral
Hot Neutral

TYPICAL DAYLIGHT PHOTOCELL WIRING

DIAGRAM
Panel Timer
Lighting
Load
Hot
Neutral
Hot
Neutral
Provide a maximum 2 hour override switch.

TYPICAL TIMER WIRING DIAGRAM
In all buildings, both controlled and uncontrolled 120 volt receptacles shall be provided in each private office, open office area, reception lobby, conference room, kitchenette in office spaces, and copy room. Additionally, hotel/motel guest rooms shall comply with Item 5. Controlled receptacles shall meet the following requirements, as applicable:

1. Electric circuits serving controlled receptacles shall be equipped with automatic shut-OFF controls following the requirements prescribed in Section 130.1(c) (1 through 5); and

2. At least one controlled receptacle shall be installed within 6 feet from each uncontrolled receptacle or a split wired duplex receptacle with one controlled and one uncontrolled receptacle shall be installed; and

3. Controlled receptacles shall have a permanent marking to differentiate them from uncontrolled receptacles; and

4. For open office areas, controlled circuits shall be provided and marked to support installation and configuration of office furniture with receptacles that comply with Section 130.5(d) and

5. For hotel and motel guest rooms at least one-half of the 120-volt receptacles in each guest room shall be controlled receptacles that comply with Section 130.5(d)1, 2, and 3. Electric circuits serving controlled receptacles shall have captive card key controls, occupancy sensing controls, or automatic controls such that, no longer than 30 minutes after the guest room has been vacated, power is switched off.

6. Plug-in strips and other plug-in devices that incorporate an occupant sensor shall not be used to comply with this requirement.

EXCEPTION 1 to Section 130.5(d): In open office areas, controlled circuit receptacles are not required if, at time of final permit, workstations are installed, and each workstation is equipped with an occupant sensing control that is permanently mounted in each workstation, and which controls a hardwired, nonresidential-rated power strip. Plug-in strips and other plug-in devices that incorporate an occupant sensor shall not be used for this exception.

EXCEPTION 2 to Section 130.5(d): Receptacles that are only for the following purposes:
i. Receptacles specifically for refrigerators and water dispensers in kitchenettes. ii. Receptacles located a minimum of six feet above the floor that are specifically for clocks. iii. Receptacles for network copiers, fax machines, A/V and data equipment other than personal computers in copy rooms.
iv. Receptacles on circuits rated more than 20 amperes.

Control
Relay
Box
Panel

CONTROLLED

OC RECEPTACLE
Hot
Neutral
Hot Neutral

TYPICAL CONTROLLED RECEPTACLE WIRING DIAGRAM

INSTALLER CAN USE THE LIGHTING OCCUPANCY SENSOR OR AN

OCCUPANCY SENSOR DEDICATED TO THE CONTROLLED RECEPTACLE IN THE SPACE.

DEMAND RESPONSIVE CONTROLS
Lighting power in buildings larger than 10,000 square feet 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. Lighting shall be reduced in a manner consistent with uniform level of illumination requirements in TABLE 130.1-A above.

Spaces that are non-habitable shall not be used to comply with this requirement, and spaces with a lighting power density of less than 0.5 watts per square foot shall not be counted toward the building’s total lighting power.

PROJECT #:

PROJECT ADDRESS:
8605 Santa Monica Blvd Ste 63454
West Hollywood, CA 90069
951-902-6600
[email protected]
www.winstoneng.com
202 DAIRYLAND DRIVE

BUELLTON, CA
93427

REVISION SCHEDULE

Submittal of documents to public agencies shall not be considered a waiver of Engineer.

Copy Protection
AZ5-8
INITIAL SET 11-28-2022
Electrical Engineer Of Record
PROJECT NAME:

COMMERCIAL

BUELLTON LIBRARY
E2.2
TITLE 24 LIGHTING

CONTROLS/CONTROLLED

RECEPTACLE PLAN

Page 90 of 102 ends

PROJECT #:

PROJECT ADDRESS:
8605 Santa Monica Blvd Ste 63454
West Hollywood, CA 90069
951-902-6600
[email protected]
www.winstoneng.com
2520 SANTA MONICA BLVD,

SANTA MONICA,
CA 90404

REVISION SCHEDULE

Submittal of documents to public agencies shall not be considered a waiver of Engineer.

Copy Protection
487-1
INITIAL SET 11-02-2022
Electrical Engineer Of Record
PROJECT NAME:

COMMERCIAL
PIRCH

SANTA MONICA

SHOWROOM

BUILDOUT
E2.3

PHOTOMETRICS

Page 91 of 102 ends

PRINTER
SELF

CHECKOUT COMMUNITY

PRINTER
RAMP
DN 1:12
DN
2R
RAMPDN 1:12
DN2R
DN
2R
RAMP
DN 1:12
DN2R
DN
2R
DN
2R
DN
2R
RAMP
DN 1:12
DN
2R

JANITOR
RESTROOM #2
RESTROOM #3
SERVER
OFFICE

STORAGE

CHECKOUT

COMMUNITY
MEETING ROOM #2

READING
AREA

COMPUTER

STATIONS

COMPUTER

STATIONS

CHILDRENS

ENTRANCE
WINDOW
SEAT

ADULT / TEEN
RESTROOM #1

EQUIPMENT
ROOM

COMMUNITY
MEETING ROOM #1
STAFF
ELECT.

CLOSET
STORAGE STOR.

DN4R

CORRIDOR
GFCI
GFCI

GFCI GFCI

GFCI GFCI
GFCI
WP

MICROWAVE

UNDER COUNTER
FRIDGE

GARBAGE

DISPOSAL

MICROWAVE
UNDER

COUNTER
FRIDGE

GARBAGE

DISPOSAL

BELOW COUNTER

BELOW COUNTER
A-2
A-2
A-2
A-12
A-12 A-12 A-16
A-2
A-23
A-13 A-14 A-15
A-13 A-14 A-15
A-19
A-19 A-19
A-19
A-18
A-18
A-18
A-11
A-11
A-11
A-10
A-10
A-17
A-17
A-17
A-8
A-8
A-8 A-8
A-8 A-8 A-9 A-1
A-1
A-1
A-1
A-1 A-1
A-1
A-6
A-6
A-7
A-3
A-3
A-22
A-22
A-3
A-3 A-3
A-23
A-3
A-2
A-23
A-2
A-24
A-24
A-24
A-24
A-24
A-24
A-24 A-24
GFCI
WP
A-24
A
A-17
A-4 A-5 A-4
A-20
A-20
A-21
HP-3 HP-1 HP-2
A-40,42 A-36,38 A-39,41
A-25
A-30

WATER HEATER (GAS)
GFCI
WP
GFCI
WP
GFCI
WP
GFCI
WP
GFCI
WP
GFCI
WP
GFCI
WP
GFCI
WP
PROJECT #:

PROJECT ADDRESS:
8605 Santa Monica Blvd Ste 63454
West Hollywood, CA 90069
951-902-6600
[email protected]
www.winstoneng.com
202 DAIRYLAND DRIVE

BUELLTON, CA
93427

REVISION SCHEDULE

Submittal of documents to public agencies shall not be considered a waiver of Engineer.

Copy Protection
AZ5-8
INITIAL SET 11-28-2022
Electrical Engineer Of Record
PROJECT NAME:

COMMERCIAL

BUELLTON LIBRARY
E3.0

POWER PLAN
Scale
:
3/16" = 1'-0" 1

FLOOR PLAN - POWER PLAN

GENERAL NOTES

1. ALL DUPLEX RECEPTACLES SHALL HAVE A CONTROLLED AND

UNCONTROLLED RECEPTACLE IN ALL OFFICES, CONFERENCE
ROOMS AND LOBBIES.

Page 92 of 102 ends

UTILITY

SERVICE

UTILITY
TRANSF.

UTILITY

SERVICE
(E) SERVICE DISCONNECT
200A, 120/240V, 1Φ (E) SERVICE METER
M

PANEL A
200A/1Φ/3W
120/240V
WATER PIPE & (2) 5/8", 8' GND ROD
3#3/0, 1#6 GND
2" EMT
L=60' VD=0.92%

GENERAL NOTES
PROJECT #:

PROJECT ADDRESS:
8605 Santa Monica Blvd Ste 63454
West Hollywood, CA 90069
951-902-6600
[email protected]
www.winstoneng.com
202 DAIRYLAND DRIVE

BUELLTON, CA
93427

REVISION SCHEDULE

Submittal of documents to public agencies shall not be considered a waiver of Engineer.

Copy Protection
AZ5-8
INITIAL SET 11-28-2022
Electrical Engineer Of Record
PROJECT NAME:

COMMERCIAL

BUELLTON LIBRARY
E4.0

SINGLE LINE DIAGRAM
Notes:

HVAC (LARGEST MOTOR) 7360 VA 125.00% 9200 VA
General Loads 200 VA 100.00% 200 VA Total Est. Demand Current: 163 A Receptacle 18446 VA 77.11% 14223 VA Total Conn. Current: 173 A Other 1188 VA 100.00% 1188 VA Total Est. Demand: 39091 VA Lighting 5301 VA 100.00% 5301 VA Total Conn. Load: 41474 VA HVAC 9008 VA 100.00% 9008 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend:

Total Amps: 173 A 173 A
Total Load: 20702 VA 20773 VA
A-41 -- -- -- 2243 VA 3680 VA -- -- -- A-42
A-39 HP-2 30 A 2 2243 VA 3680 VA 2 50 A HP-3 A-40
A-37 2243 VA -- -- -- A-38
A-35 2243 VA 2 30 A HP-1 A-36
A-33 A-34
A-31 Lighting - CM1 20 A 1 1020 VA A-32
A-29 Lighting - EXTERIOR ENTRY 20 A 1 1810 VA 200 VA 1 20 A WATER HEATER (GAS) A-30 A-27 Lighting - CM2 / STAFF / OFFICE / CHECKOUT 20 A 1 1324 VA 1833 VA 1 20 A Lighting - EXTERIOR READING / BACK A-28 A-25 Receptacle - MECH ROOM 20 A 1 180 VA 1866 VA 1 20 A Lighting - TEEN / READING A-26 A-23 Receptacle - CORRIDOR 20 A 1 540 VA 1620 VA 1 20 A Receptacle - EXTERIOR A-24 A-21 Receptacle - CM2 MICROWAVE 20 A 1 1400 VA 447 VA 1 20 A Receptacle - RESTROOM 2 & 3 A-22 A-19 Receptacle - READING 20 A 1 720 VA 623 VA 1 20 A Receptacle - CM2 GARBAGE DISPOSAL / UC... A-20 A-17 Receptacle - CHECKOUT 20 A 1 720 VA 540 VA 1 20 A Receptacle - ADULT / TEEN A-18 A-15 Receptacle - COMP STATION D 20 A 1 360 VA 180 VA 1 20 A Receptacle - COMMUNITY PRINTER A-16 A-13 Receptacle - COMP STATION B 20 A 1 360 VA 360 VA 1 20 A Receptacle - COMP STATION C A-14 A-11 Receptacle - CHILDRENS COMP B 20 A 1 540 VA 540 VA 1 20 A Receptacle - COMP STATION A A-12 A-9 Receptacle - RESTROOM 1 20 A 1 224 VA 360 VA 1 20 A Receptacle - CHILDRENS COMP A A-10 A-7 Receptacle - SERVER B 20 A 1 360 VA 1260 VA 1 20 A Receptacle - OFFICE / STORAGE A-8 A-5 Receptacle - S MICROWAVE 20 A 1 1400 VA 360 VA 1 20 A Receptacle - SERVER A A-6 A-3 Receptacle - STAFF / SELF CHECKOUT 20 A 1 1080 VA 623 VA 1 20 A Receptacle - S GARBAGE DISPOSAL / UC FRIDGE A-4 A-1 Receptacle - COM MEETING ROOM 1 20 A 1 1260 VA 1080 VA 1 20 A Receptacle - COM MEETING ROOM 2 A-2 CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT Notes:

Enclosure: MCB Rating: 200 A
Mounting: Recessed Wires: 3 Mains Rating: 200 A
Supply From: Phases: 1 Mains Type:

Location: Volts: 240/120 SINGLE PHASE A.I.C. Rating: 42,000 A Branch Panel: A

1. INSTALLER TO FIELD VERIFY CONDUCTOR LENGTHS.

2. WIRE SHALL BE SIZED TO BREAKER AMPACITY UNLESS
SPECIFIED OTHER WISE OR PER MANUFACTURE SPECIFICATIONS.

Page 93 of 102 ends

PROJECT #:

PROJECT ADDRESS:
8605 Santa Monica Blvd Ste 63454
West Hollywood, CA 90069
951-902-6600
[email protected]
www.winstoneng.com
202 DAIRYLAND DRIVE

BUELLTON, CA
93427

REVISION SCHEDULE

Submittal of documents to public agencies shall not be considered a waiver of Engineer.

Copy Protection
AZ5-8
INITIAL SET 11-28-2022
Electrical Engineer Of Record
PROJECT NAME:

COMMERCIAL

BUELLTON LIBRARY
E5.0
TITLE 24

Page 94 of 102 ends

METAL SLEEVE
1/4" (6MM) MIN.

BEAD OF CP
25N/S CAULK.

DAMMING

MATERIAL

CONCRETE WALL

METAL PIPE OR

CONDUIT
3M FIRE BARRIER CP
25N/S CAULK ON BOTH

SIDES OF WALL
UL SYSTEM #C-AJ-1OO1
2 HR.GYP. BD. PARTITION
CONTINUOUS CONDUIT 1MAX.

CONDUIT PER OPENING

FIRE STOP SEALANT BOTH SIDE
4 PCF MINERAL WOOL BATTS OR 5/8"

DIA OPEN CELL POLYURETHANE

BACKER ROD
1/4" MAX.
4" DIA.

MAX.

DESIGNS FOR FIRESTOPPING WHICH DIFFER FROM

THAT SHOWN SHALL REQUIRE SUBMITTAL OF UL
DESIGN DATA AND PRODUCT TEST REPORTS.

GYP. BOARD WALL PENETRATION 2HR
FIRE-RATING UL DESIGN 147/CONFIGURATION A.

NOTE: THIS DETAIL USED IN BOTH 1HR. AND 2HR. PARTITIONS.

THIS DETAIL USED FOR BOTH DRYWALL AND PLASTER/STUD
PARTITIONS, DESIGNATED AS IF. FIELD VERIFY CONDITIONS.

CONCRETE

CEILING
CONDUIT UNISTRUT 2-HOLE

CONDUIT STRAP
(TYPICAL)
3/8" HILTI KWIK-BOLT TZ
ANCHORS. ESR-1917.
6'
12"
STUD
(TYP)

MC CABLE

SUPPORT

SUPPORT
BOX
USE OF MC CABLES FOR BRANCH WIRING SHALL COMPLY WITH THE FOLLOWING:

1. CONVENTIONAL CONDUIT AND WIRES SHALL BE PROVIDED FROM PANEL BOARD TO A JUNCTION BOX LOCATED IN AN ACCESSIBLE CEILING SPACE.

2. MC CABLE WITH FULLY RATED GROUND WIRE CAN BE RUN FROM JUNCTION BOX TO RESPECTIVE DEVICE. JUNCTION BOX SHALL BE LOCATED AS CLOSE TO THE DISTRIBUTION SIDE AS POSSIBLE.

3. NO MC CABLE SHALL RUN EXPOSED OR VISIBLE.

4. USE MANUFACTURER APPROVED TOOLS AND METHODS FOR CUTTING CABLES. METAL JACKET SHALL BE CAREFULLY CUT WITHOUT DAMAGING THE CONDUCTOR. INSERT A

PLASTIC BUSHING TO PROTECT WIRING

5. SUPPORT MC CABLE AND SECURE AT INTERVAL NO EXCEEDING 6'-0". (SEE DETAIL) PROJECT #:

PROJECT ADDRESS:
8605 Santa Monica Blvd Ste 63454
West Hollywood, CA 90069
951-902-6600
[email protected]
www.winstoneng.com
202 DAIRYLAND DRIVE

BUELLTON, CA
93427

REVISION SCHEDULE

Submittal of documents to public agencies shall not be considered a waiver of Engineer.

Copy Protection
AZ5-8
INITIAL SET 11-28-2022
Electrical Engineer Of Record
PROJECT NAME:

COMMERCIAL

BUELLTON LIBRARY
E6.0

ELECTRICAL DETAILS
Scale
:
12" = 1'-0"

CONDUIT PENETRATION-CONCRETE WALL
Scale
:
12" = 1'-0"

FIRE RATED-CONDUIT PENETRATION DETAIL
Scale
:
12" = 1'-0"

CONDUIT SUPPORT
Scale
:
12" = 1'-0"

MC CABLE BRANCH WIRING DETAIL

Page 95 of 102 ends

Estimating Services
Date: 01/3/2023
Scope Qty Unit Est. Labor Costs Est. Equipment (Tax Incl.) Est. Mat. (Tax Incl.) Est. Sub Markup Totals Notes 1 General Conditions
Supervision 12.00 Wks $38,400.00 $38,400.00Dumpsters 6.00 EA $4,200.00 Equipment 1.00 LS $8,000.00AdministrativeInsuranceBond
Note: Review all labor and material pricing before submitting. 2 Existing Conditions
Sitework2. Concrete Steps 168.27 SF $2,542.93 $0.00 $2,254.71 40% $6,716.70

2. Concrete Walkway 4,277.20 SF4" Concrete Walkway 4,277.20 SF $21,926.64 $0.00 $23,384.46 40% $63,435.53# 3 Rebar @ 24" O.C. EW 5,560.36 LF $3,068.21 $0.00 $2,885.40 40% $8,335.06Crushed Stone Base 4,277.20 SF $1,751.09 $0.00 $4,835.43 40% $9,221.122. Exterior Wall 11 10.04 LF 2"x2"x3/16" @ 16" O.C. , L-Horiz. 48.95 LF $124.58 $37.82 $966.97 40% $1,565.99 20 GA Steel Decking 65.26 SF $97.58 $17.76 $216.49 40% $457.45Exterior Painting 65.26 SF $49.95 $0.00 $48.38 40% $137.662. Re-set Unit Pavers 246.08 SFDemo Pavers 246.08 SF $5,803.80 $0.00 $0.00 40% $8,125.32Installation Pavers 246.08 SF $5,803.80 $0.00 $0.00 40% $8,125.322. Steel Handrails 168.35 LF $3,248.35 $0.00 $5,241.65 40% $11,886.002. Wheel Stops 12.50 LF $190.68 $28.70 $96.60 40% $430.902. Parking Stall, Hand. 2.00 EA $25.63 $2.07 $17.68 40% $62.71Demolition2a. Demo Ceiling GWB 3,356.18 SFDemo Ceiling Studs 3,356.18 SF $2,090.90 $0.00 $0.00 40% $2,927.26Demo Drywall 3,356.18 SF $4,181.80 $1,972.32 $0.00 40% $7,826.842a. Demo Garage Ceilings GWB 726.59 SFDemo Ceiling Studs 726.59 SF $452.67 $0.00 $0.00 40% $633.73Demo Drywall 726.59 SF $905.33 $426.99 $0.00 40% $1,694.462. Demo Floor Finishes 3,356.18 SF $7,407.76 $0.00 $0.00 40% $10,370.862. Demo Flooring Finishes/ Garage 726.59 SF $1,448.53 $0.00 $0.00 40% $2,027.94 (305) 433-6444 [email protected]
INSTRUCTIONS:-Blue boxes require your price to be inputed or reviewed.-Gray boxes leave empty-For each item being subcontracted, add 30-40% in the column labeled "Est. Sub. Markup". This will cover Supervision and Profit for your subcontractor.

Terms and Conditions/Disclaimer: The quantities, numbers, scope, or any other information contained in this document has been compiled to the best of our knowledge using pricing from National Construction Estimator by Craftsman-Books. By utilizing or deriving any of the information contained in this document, you accept the information and quantities as accurate and waive any rights to any claims for errors in information. I AM Builders L.L.C. does not warranty any of the information contained in this document. The information contained in this document are for informational purposes only and to be used as a guideline for quantities and pricing. It is the responsbility of the contractor performing the work to review quantities and finalize pricing and materials based on current prices Buellton Public Library Pricing Based on Zip Code: 93427 © I AM Builders LLC | www.iambuilders.com | 16650 N. Kendall Drive, Suite 211, Miami, FL 33196 | (305) 433-6444 | [email protected]

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2a. Demo No1 _ Interior Wall 4" 260.00 LF
Demo Interior Wall 4" 2,210.00 SF $7,828.26 $0.00 $0.00 40% $10,959.572a. Demo No1 _ Interior Wall 6" 14.01 LFDemo Interior Wall 6" 119.09 SF $481.17 $0.00 $0.00 40% $673.642a. Demo No3 _ Masonry Wall 4.68 LFMasonry Wall 28.08 SF $188.43 $51.64 $0.00 40% $315.452a. Demo No6 _ Doors / Frame 29.00 EA $3,369.75 $0.00 $0.00 40% $4,717.662a. Demo No6 _ Doors / Frame, Garage 2.00 EA $929.59 $0.00 $0.00 40% $1,301.422a. Demo No7 _ Windows 55.22 LFDemo No7 _ Windows 276.10 SF $1,189.33 $0.00 $0.00 40% $1,665.062a. Demo No8 _ Millwork 26.86 LF $573.73 $0.00 $0.00 40% $803.222a. Demo No9 _ Concrete Slab 2,379.58 SF $9,445.50 $1,631.47 $0.00 40% $14,855.182a. Demo No13 _ Wood Fence 34.45 LFWood Fence 206.70 SF $1,044.91 $0.00 $0.00 40% $1,462.872a. Demo No14 _ HVAC Condenser Unit 2.00 EA $300.00 $0.00 $0.00 40% $420.002a. Demo No15 _ HVAC Fan Coil Unit 2.00 EA $300.00 $0.00 $0.00 40% $420.002a. Demo No16 _ Wood Framed Stairway 10.54 SF $83.49 $0.00 $0.00 40% $116.882a. Demo No17 _ Concrete Landing and Steps 309.62 SF $1,587.24 $434.67 $0.00 40% $2,656.80 3 Concrete
Foundation3. Footing Column F3 1.00 EA
Concrete Footing 36"x36"x18" 0.50 CY $70.83 $13.67 $367.39 40% $627.19(4) # 5 Rebar EW 23.40 LF $29.16 $0.00 $29.92 40% $82.713. Footing Cont. F1 155.97 LFConcrete Footing 18"x18" 13.66 CY $1,932.49 $373.08 $10,023.64 40% $17,111.65# 5 Rebar @ 5" O.C. EW 1,459.88 LF $1,819.01 $0.00 $1,866.86 40% $5,160.223. Footing Cont. F4 40.62 LFConcrete Footing 30"x12" 3.95 CY $559.21 $107.96 $2,900.56 40% $4,951.63(4) # 5 Rebar, Con. 211.22 LF $263.19 $0.00 $270.11 40% $746.613. Footing Cont. F5 78.47 LFConcrete Footing 24"x12" 6.11 CY $864.23 $166.84 $4,482.66 40% $7,652.47(3) # 5 Rebar, Con. 306.03 LF $381.32 $0.00 $391.35 40% $1,081.733. Footing Cont. F6 22.39 LFConcrete Footing 60"x24" 8.71 CY $1,232.96 $238.03 $6,395.22 40% $10,917.48(16) # 6 Rebar, Con. 465.71 LF $762.65 $0.00 $923.52 40% $2,360.643. Footing Cont. 12" 6.62 LFConcrete Footing 12"x18" 0.39 CY $54.68 $10.56 $283.63 40% $484.19# 5 Rebar @ 5" O.C. EW 41.31 LF $51.47 $0.00 $52.82 40% $146.01 5 Metals
Beams5. W14x109 Steel Beams 17.37 LF $959.09 $293.19 $7,001.08 40% $11,437.43 Columns5. SC1 Columns 2.00 EA
© I AM Builders LLC | www.iambuilders.com | 16650 N. Kendall Drive, Suite 211, Miami, FL 33196 | (305) 433-6444 | [email protected]

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Steel Posts 20.00 LF $288.72 $88.37 $2,198.76 40% $3,570.83

5. 3-1/2"x3-1/2"x3/16" Columns 3.00 EA3-1/2"x3-1/2"x3/16" Columns 18.00 LF $86.19 $26.25 $670.52 40% $1,085.65 Plate5. Flitch Plate , Det. 201/S4.1 249.44 LF1/4" Steel Flitch Plate 249.44 LF $447.33 $545.63 $3,481.02 40% $6,045.33 6 Rough Carpentry
Floor Structure 6. Floor Framing/ Sheathing 21.13 SF
Floor Joists 21.13 SF $57.92 $0.00 $107.69 40% $231.86
3/4" T&G Plywood Sheathing 21.13 SF $27.08 $0.00 $70.88 40% $137.146. Joist No1 3,454.10 SF(2) 9-1/2" TJI 230 @ 16" O.C. 3,454.10 SF $11,681.77 $1,240.47 $66,831.49 40% $111,159.03 Beams6. 4x12 Beams 4.19 LF $33.41 $0.00 $78.04 40% $156.04

6. 7x16 PSL Beams 22.67 LF $786.88 $25.66 $2,308.27 40% $4,358.86

6. Header Beams 10.49 LF $68.71 $0.00 $139.98 40% $292.17 Posts6. Post 4x4 23.00 EA4x4 Posts 218.50 LF $1,707.40 $0.00 $874.68 40% $3,614.92 Shear Walls6. Shearwalls 158.06 LF1/2" Plywood Sheathing 1,422.54 SF $2,253.59 $0.00 $3,796.41 40% $8,469.99Millwork6. Cabinet Kitchen Staff 7.65 LF $272.75 $0.00 $3,046.23 40% $4,646.57

6. Cabinet Kitchen, Meet. Room 6.10 LF $217.49 $0.00 $2,429.02 40% $3,705.11

6. Cabinet Storage 8/A4.0 18.95 LF $675.63 $0.00 $7,545.89 40% $11,510.136. Checkout Cabinetry 15.94 LF $568.32 $0.00 $6,347.31 40% $9,681.87

6. Checkout Sele Cabinetry 6.47 LF $230.68 $0.00 $2,576.35 40% $3,929.84

6. Computer Stations (Adult), P-Lam Cabinetry 26.98 LF $961.93 $0.00 $10,743.44 40% $16,387.516. Computer Stations (Kids), P-Lam Cabinetry 10.12 LF $360.81 $0.00 $4,029.78 40% $6,146.84

6. Office Cabinetry 6.38 LF $227.47 $0.00 $2,540.52 40% $3,875.18

6. P-Lam Partitions 3'-6" 1.97 LF $70.24 $0.00 $784.45 40% $1,196.57

6. Shelving Units, Demco, 1/D 40.12 LF $1,430.41 $0.00 $11,183.05 40% $17,658.856. Shelving Units, Demco, 1/E 108.32 LF $3,861.98 $0.00 $30,193.12 40% $47,677.13

6. Shelving Units, Demco, 1/F 45.00 LF $1,604.40 $0.00 $12,543.30 40% $19,806.79

6. Shelving Units, Demco, 1/G 24.23 LF $863.88 $0.00 $6,753.87 40% $10,664.856. Storage Shelving 14.00 LF $499.15 $0.00 $3,902.36 40% $6,162.11

6. P-Lam Counter Tops 52.49 SF $345.70 $0.00 $1,327.87 40% $2,342.99

6. Solid Surface Counter Tops 50.56 SF $459.88 $0.00 $4,094.81 40% $6,376.58 8 Doors and Windows
Doors8. Type A, Al Doors 3.00 EA $1,602.00 $0.00 $5,226.31 40% $9,559.63

8. Type A, Al, Ex Doors 1.00 EA $213.60 $0.00 $696.84 40% $1,274.628. Type B, Al Doors 1.00 EA $534.00 $0.00 $1,742.10 40% $3,186.54

8. Type B, Al, Ex Doors 4.00 EA $854.40 $0.00 $2,787.36 40% $5,098.478. Type B, HM, Ex Doors 2.00 EA $322.96 $0.00 $1,391.16 40% $2,399.77 © I AM Builders LLC | www.iambuilders.com | 16650 N. Kendall Drive, Suite 211, Miami, FL 33196 | (305) 433-6444 | [email protected]

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8. Type C, WD Doors 11.00 EA $2,937.00 $0.00 $10,193.15 40% $18,382.21

8. Type D, WD Doors 6.00 EA $1,602.00 $0.00 $5,559.90 40% $10,026.668. Type E, Folding Partition, 20.5'x8' 1.00 EA $213.60 $0.00 $648.66 40% $1,207.16

8. Type F, WD Doors 1.00 EA $213.60 $0.00 $555.99 40% $1,077.438. Gates 8.00 EA $0.00 $0.00 $22,387.86 40% $31,343.01 Miscellaneous 8. Glass Privacy Panels 1'-6" 42.46 LFGlass Privacy Panel 63.69 SF $2,176.67 $0.00 $10,623.30 40% $17,919.96 Windows8. Medium Windows 5.00 EA $1,071.74 $0.00 $8,081.25 40% $12,814.188. Large Windows 2.00 EA $850.98 $0.00 $4,310.00 40% $7,225.38 9 Finishes
Ceilings 9. GWB Ceilings No1 3,285.80 SF
Ceiling Studs 3,285.80 SF $3,860.16 $0.00 $7,611.97 40% $16,060.975/8" Type X Gypsum Board 3,285.80 SF $6,667.55 $0.00 $3,044.79 40% $13,597.26 Ceiling Batt Insulation 3,285.80 SF $2,339.49 $0.00 $8,342.72 40% $14,955.09

9. Ceiling GWB Ceilings No1 (Wet) 121.12 SFCeiling Studs 121.12 SF $142.29 $0.00 $280.59 40% $592.03 5/8" Type X M.R. Gypsum Board 121.12 SF $230.69 $0.00 $145.91 40% $527.23Ceiling Batt Insulation 121.12 SF $86.24 $0.00 $307.53 40% $551.276. Wood Siding and Beams Ceilings 743.92 SFCeiling Studs 743.92 SF $873.96 $0.00 $1,723.38 40% $3,636.28 Wood Siding and Beams 743.92 SF $11,258.16 $0.00 $7,706.97 40% $26,551.18 Partitions 9. Exterior Wall 13/A7.1 6'-0" 8.37 LF3-5/8" 25GA Metal Studs @ 16" O.C. 50.22 SF $82.24 $0.00 $80.97 40% $228.505/8" GWB Type X 100.44 SF $153.75 $0.00 $91.21 40% $342.95Batt Insulation R-21 50.22 SF $31.29 $0.00 $89.35 40% $168.89

9. Exterior Wall 13/A7.1 6'-0" 17.90 LF3-5/8" 25GA Metal Studs @ 16" O.C. 107.40 SF $175.88 $0.00 $173.17 40% $488.67 5/8" GWB Type X 214.80 SF $328.82 $0.00 $195.06 40% $733.43Batt Insulation R-21 107.40 SF $66.91 $0.00 $191.08 40% $361.19

9. Exterior Wall 13/A7.1, 10'-0" 78.10 LF3-5/8" 25GA Metal Studs @ 16" O.C. 781.00 SF $1,278.97 $0.00 $1,259.26 40% $3,553.52 5/8" GWB Type X 1,562.00 SF $2,391.11 $0.00 $1,418.48 40% $5,333.42 Batt Insulation R-21 781.00 SF $486.56 $0.00 $1,389.53 40% $2,626.53

9. Exterior Wall 16/A7.1 5'-0" 13.11 LF2x4 Wall Studs @ 8" O.C. 65.55 SF $67.67 $0.00 $77.14 40% $202.745/8" GWB Type X 65.55 SF $100.34 $0.00 $59.53 40% $223.82Paper Backed Wire Mesh 65.55 LF $56.01 $0.00 $64.39 40% $168.55Batt Insulation R-21 65.55 SF $40.84 $0.00 $116.62 40% $220.45

9. Exterior Wall 17/A7.1 10'-0" 6.59 LF2x4 Wall Studs @ 16" O.C. 65.90 SF $136.07 $0.00 $155.11 40% $407.65 5/8" GWB Type X 65.90 SF $100.88 $0.00 $59.84 40% $225.01Paper Backed Wire Mesh 65.90 LF $56.30 $0.00 $64.73 40% $169.45Batt Insulation R-21 65.90 SF $41.06 $0.00 $117.25 40% $221.62 © I AM Builders LLC | www.iambuilders.com | 16650 N. Kendall Drive, Suite 211, Miami, FL 33196 | (305) 433-6444 | [email protected]

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9. Exterior Wall Type F 3'-0" 32.84 LF
Demo Existing Drywall 98.52 SF $122.76 $57.90 $0.00 40% $229.765/8" GWB Type X 98.52 SF $150.81 $0.00 $89.47 40% $336.39Batt Insulation R-21 98.52 SF $61.38 $0.00 $175.28 40% $331.339. Exterior Wall Type F 6'-0" 53.95 LFDemo Existing Drywall 323.70 SF $403.33 $190.23 $0.00 40% $754.895/8" GWB Type X 323.70 SF $495.52 $0.00 $293.96 40% $1,105.27Batt Insulation R-21 323.70 SF $201.67 $0.00 $575.92 40% $1,088.619. Exterior Wall Type F 10'-0" 152.04 LFDemo Existing Drywall 1,520.40 SF $1,894.42 $893.49 $0.00 40% $3,545.685/8" GWB Type X 912.24 SF $1,396.46 $0.00 $828.42 40% $3,114.83Batt Insulation R-21 1,520.40 SF $947.21 $0.00 $2,705.05 40% $5,113.169. Interior Walls Type A 137.29 LF3-5/8" 25GA Metal Studs @ 16" O.C. 1,166.97 SF $1,911.02 $0.00 $1,881.58 40% $5,309.645/8" GWB Type X 2,333.93 SF $3,572.78 $0.00 $2,119.48 40% $7,969.17Batt Insulation R-15 1,166.97 SF $643.93 $0.00 $1,946.46 40% $3,626.559. Interior WallsType A Headers 12.04 LF3-5/8" 25GA Metal Studs @ 16" O.C. 18.06 SF $29.58 $0.00 $29.12 40% $82.175/8" GWB Type X 36.12 SF $55.29 $0.00 $32.80 40% $123.33Batt Insulation R-15 18.06 SF $9.97 $0.00 $30.12 40% $56.129. Interior Walls Type B 17.90 LF5-5/8" 25GA Metal Studs @ 16" O.C. 152.15 SF $303.33 $0.00 $335.56 40% $894.435/8" GWB Type X 304.30 SF $465.82 $0.00 $276.34 40% $1,039.03Batt Insulation R-15 152.15 SF $83.96 $0.00 $253.78 40% $472.839. Interior Walls Type C 7.15 LF(2) 3-5/8" 25GA Metal Studs @ 16" O.C. 121.55 SF $199.05 $0.00 $195.98 40% $553.055/8" GWB Type X 121.55 SF $186.07 $0.00 $110.38 40% $415.03(2) Batt Insulation R-15 121.55 SF $67.07 $0.00 $202.74 40% $377.749. Interior Walls Type F 78.46 LFDemo Existing Drywall 784.60 SF $977.61 $461.08 $0.00 40% $1,829.745/8" GWB Type X 470.76 SF $720.64 $0.00 $427.51 40% $1,607.40Batt Insulation R-15 784.60 SF $432.94 $0.00 $1,308.69 40% $2,438.28Added Costs 9. MR Added Costs 70.81 LFMR Added Costs 601.89 SF $0.00 $0.00 $194.56 40% $272.38Wall Finishes9. Interior Wall Finishes - 3/4" Plywood Backboard FR 8'-6" 21.15 LF3/4" Plywood Backboard FR 179.78 SF $352.00 $0.00 $603.05 40% $1,337.079. Interior Wall Tiles 4'-0" w/ "Schluter" Stip at Tile Edge 38.19 LFWall Tile 152.76 SF $3,083.49 $0.00 $1,282.49 40% $6,112.37Wall Waterproofing 152.76 SF $391.55 $0.00 $167.03 40% $782.03"Schluter" Stip at Tile Edge 38.19 LF $80.89 $0.00 $115.37 40% $274.779. Interior Wall Finishes _ Wall Tiles 4'-6" w/ "Schluter" Stip at Tile Edge 56.82 LFWall Tile 255.69 SF $5,161.15 $0.00 $2,146.63 40% $10,230.90Wall Waterproofing 255.69 SF $655.38 $0.00 $279.58 40% $1,308.96"Schluter" Stip at Tile Edge 56.82 LF $120.36 $0.00 $171.65 40% $408.80 © I AM Builders LLC | www.iambuilders.com | 16650 N. Kendall Drive, Suite 211, Miami, FL 33196 | (305) 433-6444 | [email protected]

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Baseborads
Rubber Base 652.56 LF $1,393.87 $0.00 $1,209.39 40% $3,644.56Flooring 9. Carpet Flooring 1,462.04 SF $6,245.83 $0.00 $6,801.09 40% $18,265.709. Ceramic Tile Flooring 185.24 SFCeramic Tile Flooring 185.24 SF $3,739.11 $0.00 $1,555.17 40% $7,411.99Waterproofing 185.24 SF $474.81 $0.00 $202.55 40% $948.309. Equipmet Room Flooring 41.59 SF $65.15 $0.00 $114.85 40% $251.999. VCT Flooring 2,451.23 SF $3,839.61 $0.00 $6,768.87 40% $14,851.869. Floor Transition, 1C/A7.0 83.49 LF"Jonsonite" Resilent Transition Strip Model #EGXXL 83.49 LF $176.85 $0.00 $252.21 40% $600.699. Floor Transition, 1B/A7.0 12.31 LF"Jonsonite" Vinyl Reducer Model #EGXXL 12.31 LF $26.08 $0.00 $37.19 40% $88.57Paint 9. Painting Doors - Stain 12.00 EA $1,318.98 $0.00 $444.79 40% $2,469.289. Painting Existing Exterior Columns 733.12 SF $561.13 $0.00 $543.48 40% $1,546.459. Painting Walls 6,417.73 SF $2,855.89 $0.00 $4,162.89 40% $9,826.299. Painting Wood Ceilings 743.92 SF $569.40 $0.00 $551.48 40% $1,569.239. Painting GWB Ceilings 3,406.92 SF $2,243.80 $0.00 $2,209.92 40% $6,235.209. Painting Existing Exterior Walls 2,357.68 SF $1,804.57 $0.00 $1,747.80 40% $4,973.319. Painting Metal Handrails 168.35 LF $1,387.44 $0.00 $533.53 40% $2,689.35Exterior Finishes9. Exterior Plaster 84.25 SF $658.35 $0.00 $210.79 40% $1,216.799. Existing Exterior Plaster - Patch and repair if req. 2,124.57 SF $1,660.18 $0.00 $531.56 40% $3,068.44 Patch and repair if req.9. Exterior Wall Finishes _ Exterior Plaster, Existing 9'-0" 16.54 LFExterior Plaster, Existing 148.86 SF $116.32 $0.00 $37.24 40% $214.99 Patch and repair if req. 10 Specialties
Toilet Accessories 10. No1, Glass Mirror, B-290-2436 3.00 EA $150.00 $0.00 $526.38 40% $946.93

10. No2, Toilet Paper Dispenser B-3888 3.00 EA $150.00 $0.00 $345.72 40% $694.0010. No4, Soap Dispenser, B-2012 3.00 EA $150.00 $0.00 $544.77 40% $972.6810. No7, Toilet Seat Cover Dispenser, B-301 3.00 EA $150.00 $0.00 $327.32 40% $668.2510. No8, Paper Towel Dispenser & Waste Receptacle B39617 3.00 EA $150.00 $0.00 $2,709.97 40% $4,003.9510. No9, Grab Bars B-68137 6.00 EA $387.47 $0.00 $587.13 40% $1,364.4310. No11, Soap Dispenser, "Alpine" Universal 3.00 EA $150.00 $0.00 $159.20 40% $432.88 15 Mechanical and Plumbing
Mechanical Budget $171,972.79 Budget pricing. Final price by Subcontractor.

Plumbing Budget $30,600.00 Budget pricing. Final price by Subcontractor.Fire Sprinklers Budget $21,389.90 Budget pricing. Final price by Subcontractor. 16 Electrical
Electrical Budget $51,335.16 Budget pricing. Final price by Subcontractor. © I AM Builders LLC | www.iambuilders.com | 16650 N. Kendall Drive, Suite 211, Miami, FL 33196 | (305) 433-6444 | [email protected]

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$1,249,657.72

7.750%40.00%
$1,249,657.72

15.00% $187,448.66
$1,437,106.37
Terms and Conditions/Disclaimer: The quantities, numbers, scope, or any other information contained in this document has been compiled to the best of our knowledge. By utilizing or deriving any of the information contained in this document, you accept the information and quantities as accurate and waive any rights to any claims for errors in information. I AM Builders L.L.C. does not warranty any of the information contained in this document. The information contained in this document are for informational purposes only and to be used as a guideline for quantities and pricing. It is the responsbility of the contractor performing the work to review quantities and finalize pricing and materials based on current prices.

Total
Material Sales TaxSubcontractor MarkupOverall Construction CostContingency %Total Project Cost © I AM Builders LLC | www.iambuilders.com | 16650 N. Kendall Drive, Suite 211, Miami, FL 33196 | (305) 433-6444 | [email protected]

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Buellton City CouncilFebruary 9, 2023

Buellton City Council
February 9, 2023