CITY OF BUELLTON
CITY COUNCIL AGENDA
Regular Meeting of January 12, 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 Any Council Member, the City Attorney, or the City Manager may request that an item be withdrawn from the Consent Agenda to allow for full discussion.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 December 8, 2022 Special City Council Meeting
City Council Meeting Agenda Page 2 January 12, 2023
2. Minutes of December 8, 2022 Regular City Council Meeting
3. List of Claims to be Approved and Ratified for Payment to Date for Fiscal Year 2022/2023
4. Monthly Treasurer’s Report – November 30, 2022
(Staff Contact: Finance Director Shannel Zamora)
PRESENTATIONS
5. Proclamation Recognizing Human Trafficking Awareness Month
PUBLIC HEARINGS
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)
6. Update on Broadband Strategic Plan
(Staff Contact: City Manager Scott Wolfe)
7. Review of Design and Budget for 202 Dairyland Road
(Staff Contact: Public Works Director Rose Hess)
8. Assembly Bill 2449 and New Rules for Teleconferencing Into City Council and Commission Meetings
(Staff Contact: City Attorney Greg Murphy)
CITY MANAGER’S REPORT
ADJOURNMENT
The next meeting of the City Council will be held on Thursday, January 26, 2023 at 6:00 p.m.
City Manager Review: SW
Council Agenda Item No.: 1
CITY OF BUELLTON
SPECIAL CITY COUNCIL MEETING MINUTES
Special Meeting of December 8, 2022
City Council Chambers, 140 West Highway 246
Buellton, California
CALL TO ORDER
Mayor Sierra called the meeting to order at 6:15 p.m.
ROLL CALL
Present: Council Members Elysia Lewis, John Sanchez, Vice Mayor Dave King (Via Zoom) and Mayor Holly Sierra
Staff: City Manager Scott Wolfe, Finance Director Shannel Zamora (Via Zoom), City Clerk Linda Reid, City Attorney Greg Murphy, Public Works Director Rose Hess, and Planning Director Andrea Keefer
CONSENT CALENDAR
1. Resolution No. 22-33 – “A Resolution of the City Council of the City of Buellton, California, Declaring and Certifying the Results of the General Municipal Election Held on November 8, 2022”
MOTION:
Motion by Council Member Lewis, seconded by Council Member Sanchez, approving Consent Calendar Item 1.
VOTE:
Motion passed by a roll call vote of 4-0.
Council Member Sanchez - Yes
Council Member Lewis – Yes
Vice Mayor King – Yes
Mayor Sierra - Yes
COUNCIL MEMBER COMMENTS/ITEMS
2. Council Reorganization
A. Recognition of Mayor Sierra for her Dedicated Service to the City of Buellton B. Oath of Office and Seating of Mayor and New Council Members Hudson Hornick, District 1 and David Silva, District 4
C. Appointment of Vice Mayor
Special City Council Meeting Minutes Page 2 December 8, 2022 Vice Mayor King thanked Mayor Sierra for her service to the City of Buellton and announced a list of the accomplishments and committees Mayor Sierra presided over during her tenure. Council Member Sanchez thanked Mayor Sierra for her service to the City of Buellton and presented her with an engraved crystal vase with flowers.
Supervisor Joan Hartmann presented Mayor Sierra with a proclamation thanking her for her service to the City of Buellton, the County of Santa Barbara, and all the boards she served tirelessly during her tenure as Council Member and Mayor.
Kathy Vreeland, Executive Director of the Buellton Chamber of Commerce and Visitors Bureau thanked Mayor Sierra for her service to the City of Buellton and presented her with a bag of Buellton memorabilia.
Mayor Sierra thanked her fellow Council Members and staff for their support over the past 14 years and said it has been a pleasure to serve the City of Buellton.
Vice Mayor King welcomed new Council Members Hudson Hornick and David Silva to the Council. City Clerk Reid issued the Oath of Office to Council Members Hornick and Silva and Mayor King. Council Members Hornick and Silva took their seats on the dais as Mayor Sierra stepped down.
Mayor King nominated Council Member Sanchez as Vice Mayor for 2023.
MOTION:
Motion by Mayor King, seconded by Council Member Lewis nominating Council Member Sanchez as Vice Mayor for 2023.
VOTE:
Motion passed by a roll call vote of 5-0.
Council Member Hornick – Yes
Council Member Lewis – Yes
Council Member Sanchez – Yes
Council Member Silva - Yes
Mayor King– Yes
PUBLIC COMMENTS
Mark Preston, Goleta, requested the Council look into balancing the underfunded water and sewer funds. Mr. Preston stated the Buellton Visitors Bureau is overfunded and the funds could be directed to the water and sewer funds. Mr. Preston also stated the Council should place a measure on the 2024 ballot extending the Urban Growth Boundary.
Special City Council Meeting Minutes Page 3 December 8, 2022
BUSINESS ITEMS
3. Consideration of Appointments to the Planning Commission A. Interview of Applicants
B. Consideration of Planning Commission Appointments
RECOMMENDATION:
That the City Council make three appointments to the Planning Commission with the terms of office expiring December 2026.
STAFF REPORT:
City Manager Wolfe presented the staff report.
DOCUMENTS:
Staff report with attachments as listed in the staff report.
DISCUSSION:
Mayor King thanked all the applicants for their desire to serve on the Planning Commission and asked each applicant to state why they would like to be appointed to the Commission.
Carla Mead, Shannon Reese, Laura Romano DeFazio, and Marcilo Sarquilla each spoke about how they could contribute to the Planning Commission.
City Attorney Murphy stated Ms. Reese will not have a conflict of interest serving on the Planning Commission due to her employment as a Senior Planner with the County of Santa Barbara and thanked her for consulting her employer on this issue to ensure no conflict exists.
Mayor King asked each Council Member to nominate three candidates to the Planning Commission. Nominations were as follows:
Vice Mayor Sanchez nominated Marcilo Sarquilla, Laura Romano DeFazio, and Shannon Reese to the Planning Commission.
Council Member Lewis nominated Carla Mead, Shannon Reese, and Laura Romano DeFazio to the Planning Commission.
Council Member Silva nominated Carla Mead, Shannon Reese, and Marcilo Sarquilla to the Planning Commission.
Council Member Hornick nominated Carla Mead, Laura Romano DeFazio and Marcilo Sarquilla to the Planning Commission.
Mayor King nominated Shannon Reese, Laura Romano DeFazio and Marcilo Sarquilla to the Planning Commission.
Special City Council Meeting Minutes Page 4 December 8, 2022 The City Council agreed by consensus to appoint Shannon Reese, Laura Romano DeFazio, and Marcilo Sarquilla to the Planning Commission, with all three terms ending 2026.
4. Appointments to Boards, Commissions, and Committees
A. Central Coast Water Authority (CCWA)
B. County Library Advisory Committee
C. Santa Barbara County Association of Governments (SBCAG) D. Air Pollution Control District (APCD)
E. California Joint Powers Insurance Authority (CJPIA)
F. League of California Cities (LOCC) – Voting Delegate G. Buellton Chamber of Commerce Board of Directors (Ex Officio Member) H. Multi-Jurisdictional Solid Waste Task Group
I. Economic Development Task Force
J. City/School District Joint Use Committee
K. Home for Good SBC
L. Association of California Water Agencies/Joint Powers Insurance Authority M. Central Management Area Committee for the Sustainable Groundwater Management Act (SGMA)
N. Central Coast Community Energy (3CE)
O. Arts & Culture Committee
The City Council nominated the following Council Members to the following Boards, Commissions, and Committees for 2023:
A. Central Coast Water Authority (CCWA)
Vice Mayor Sanchez
Council Member Silva (Alternate)
B. County Library Advisory Commission
Council Member Lewis
Council Member Silva (Alternate)
C. Santa Barbara County Association of Governments (SBCAG) Mayor King
Vice Mayor Sanchez (Alternate)
D. Air Pollution Control District (APCD)
Mayor King
Vice Mayor Sanchez (Alternate)
E. California Joint Powers Insurance Authority (CJPIA)
Council Member Lewis
Mayor King (Alternate)
Special City Council Meeting Minutes Page 5 December 8, 2022 F. League of California Cities (LOCC)
Mayor King (Voting Delegate-Annual Conference)
Vice Mayor Sanchez (Alternate Voting Delegate-Annual Conference) G. Chamber of Commerce Board of Directors (City Liaison Member) Vice Mayor Sanchez
H. Multi-Jurisdictional Solid Waste Task Group
Council Member Hornick
Council Member Silva
I. Economic Development Task Force
Council Member Hornick
Mayor King
J. City/School District Joint Use Committee
Council Member Lewis
K. Home for Good SBC (Formerly Central Coast Collaborative on Homelessness) Council Member Lewis
L. Association of California Water Agencies/Joint Power Insurance Authority Council Member Hornick
M. Central Management Area Committee for the Sustainable Groundwater Management Act (SGMA)
Vice Mayor Sanchez
Council Member Silva (Alternate)
N. Central Coast Community Energy (3CE)
Council Member Silva
O. Arts & Culture Committee
Vice Mayor Sanchez
DIRECTION:
The City Council agreed by consensus to appoint Council Members as listed above to the respective Boards, Commissions, and Committees for 2023.
Special City Council Meeting Minutes Page 6 December 8, 2022
ADJOURNMENT
Mayor King adjourned the regular meeting at 7:53 p.m. The next regular meeting of the City Council will be held on Thursday, January 12, 2023 at 6:00 p.m. _________________________________
Dave King
Mayor
ATTEST:
_________________________________
Linda Reid
City Clerk
City Manager Review: SW
Council Agenda Item No.: 2
CITY OF BUELLTON
CITY COUNCIL MEETING MINUTES
Regular Meeting of December 8, 2022
City Council Chambers, 140 West Highway 246
Buellton, California
CALL TO ORDER
Mayor Sierra called the meeting to order at 6:00 p.m.
PLEDGE OF ALLEGIANCE
ROLL CALL
Present: Council Members Elysia Lewis, John Sanchez, Vice Mayor Dave King (Via Zoom) and Mayor Holly Sierra
Staff: City Manager Scott Wolfe, Finance Director Shannel Zamora (Via Zoom), City Clerk Linda Reid, City Attorney Greg Murphy, Public Works Director Rose Hess, and Planning Director Andrea Keefer
REORDERING OF AGENDA
None
PUBLIC COMMENTS
Mark Preston, Goleta, thanked Mayor Sierra for her service to the City of Buellton.
CONSENT CALENDAR
Council Member Lewis requested a change to the minutes of November 10, 2022, regarding the motion for Item 9. The motion was made to approve Resolution No. 22-32, rather than denying Resolution 22-32, as stated in the minutes. Staff made the correction to the minutes for approval of Resolution No. 22-32.
1. Minutes of November 10, 2022 Regular City Council Meeting
2. List of Claims to be Approved and Ratified for Payment to Date for Fiscal Year 2022/2023
3. Year 2023 Proposed Calendar of City Council Meetings
4. Monthly Treasurer’s Report – October 31, 2022
City Council Meeting Minutes Page 2 December 8, 2022
5. Acceptance and Filing of Stormwater Management Program (SWMP) Annual Report FY 2021-2022
MOTION:
Motion by Council Member Sanchez, seconded by Council Member Lewis, approving Consent Calendar Items 1 through 5 as listed.
VOTE:
Motion passed by a roll call vote of 4-0.
Council Member Sanchez - Yes
Council Member Lewis – Yes
Vice Mayor King – Yes
Mayor Sierra - Yes
PRESENTATIONS
None
PUBLIC HEARINGS
None
COUNCIL MEMBER COMMENTS/ITEMS
Mayor Sierra and Council Member Sanchez thanked staff and the Buellton Chamber of Commerce and Visitors Bureau for hosting Winter Fest.
Council Member Sanchez stated he attended the Enchanted Garden Holiday Lights Tour at the Santa Ynez Valley Botanic Garden and stated it was a great event.
WRITTEN COMMUNICATIONS
None
COMMITTEE REPORTS
Council Member Sanchez announced that he attended the Buellton Chamber of Commerce and Visitors Bureau board meeting and provided an oral report for the record.
BUSINESS ITEMS
None
CITY MANAGER’S REPORT
City Manager Wolfe provided an informational report for the record.
City Council Meeting Minutes Page 3 December 8, 2022
ADJOURNMENT
Mayor Sierra adjourned the regular meeting at 6:10 p.m. A Special meeting of the City Council will be held on Thursday, December 8, 2022 at 6:15 p.m. _________________________________
Dave King
Vice Mayor
ATTEST:
_________________________________
Linda Reid
City Clerk
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: January 12, 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 11/26/2022 through 12/30/2022 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, 11/26/2022 through 12/30/2022, and electronic fund transfers issued for the period of 11/26/2022 through 12/30/2022 was $1,496,564.90.
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 11/26/2022 through 12/30/2022.
ATTACHMENTS
Attachment 1 – Claims
City of Buellton, CA
Payment
Number
43456
43457
43458
43459
43460
43461
43462
43463
43464
43465
43466
43467
43468
Check Disbursements - City Council - January 12, 2023
By Payment Number
Payment Dates 11/26/2022 - 12/30/2022
Payment Date Vendor # Payment Amount
Payable Number Description Vendor Name Account Number Project Acct Key Item Amount 11/30/2022 001497 AARON LIGGETT 100.00
001497-112022 11/03&17/2022 - PLNG - PLANNING COMMISSION MTNGS 001-565-50010 100.00 11/30/2022 000303 ART MERCADO 100.00
000303-112022 11/03&17/2022 - PLNG - PLANNING COMMISSION MTNGS 001-565-50010 100.00 11/30/2022 000065 BURKE, WILLIAMS & SORENSEN, LLP 13,970.96 292814 OCT 2022 - RETAINER - LEGAL SERVICES 001-404-60840 11,074.26 292815 OCT 2022 - LEGAL SERVICES 001-404-60840 1,739.80 292815 OCT 2022 - LEGAL SERVICES 092-307-71200 09230771200 1,156.90 11/30/2022 001649 CIVIC SOLUTIONS 4,356.14
103122 10/21/2022 - WWTP - MISC MAINT/REPAIR ITEMS 001-565-60820 GM002070 2,344.89 93022 SEPT 2022 - HOUSING ELEMENT UDATE 001-565-60820 GM002070 2,011.25 11/30/2022 000118 COASTAL COPY, INC. 817.16
1036493 10/11-12/10/2022 - AR/AP/HR/FD/CH - COPIER CHRGS 001-410-60310 363.51 1036493 10/11-12/10/2022 - AR/AP/HR/FD/CH - COPIER CHRGS 001-410-61130 453.65 11/30/2022 000122 COMCAST CABLE 221.45
0207915-11132022 11/18-12/17/2022 - CCC - INTERNET SERVICES 001-410-61292 221.45 11/30/2022 000122 COMCAST CABLE 162.70
0104898-11202022 11/25-12/24/2022 - REC - INTERNET SERVICES 001-511-61290 162.70 11/30/2022 000172 ECHO COMMUNICATIONS 148.50
203500292 DEC 2022 - ANSWERING/MESSAGE SERVICES 001-558-60800 49.50 203500292 DEC 2022 - ANSWERING/MESSAGE SERVICES 005-701-60800 49.50 203500292 DEC 2022 - ANSWERING/MESSAGE SERVICES 020-601-60800 49.50 11/30/2022 001040 FRONTIER COMMUNICATIONS 257.13
102401-5-11192022 11/19-12/18/2022 - TELEPHONE SERVICES 001-410-67705 64.28 102401-5-11192022 11/19-12/18/2022 - TELEPHONE SERVICES 005-701-67705 96.42 102401-5-11192022 11/19-12/18/2022 - TELEPHONE SERVICES 020-601-67705 96.43 11/30/2022 001430 GSOLUTIONZ, INC. 1,022.63
228263 9/13-10/13/2022 - TELEPHONE CLOUD SERVICE 001-401-67705 115.82 228263 9/13-10/13/2022 - TELEPHONE CLOUD SERVICE 001-410-67705 324.76 228263 9/13-10/13/2022 - TELEPHONE CLOUD SERVICE 001-511-61290 194.18 228263 9/13-10/13/2022 - TELEPHONE CLOUD SERVICE 001-558-67705 86.87 228263 9/13-10/13/2022 - TELEPHONE CLOUD SERVICE 001-565-67705 184.14 228263 9/13-10/13/2022 - TELEPHONE CLOUD SERVICE 005-701-67705 58.94 228263 9/13-10/13/2022 - TELEPHONE CLOUD SERVICE 020-601-67705 57.92 4372-312552 11/20/2022 - WTP - MISC MATL'S/SUPPLIES 020-601-61140 12.92 11/30/2022 001225 MARCILO SARQUILLA 100.00
001225-112022 11/03&17/2022 - PLNG - PLANNING COMMISSION MTNGS 001-565-50010 100.00 11/30/2022 000835 METRO VENTURES LTD 7,128.00
2022-11-24-buel OCT 2022 - PROF SERVICES - CITY PLANNER 001-22416 90073070 1,093.50 4372-312713 10/21/2022 - WWTP - MISC MAINT/REPAIR ITEMS 005-701-60270 22.61 1/4/2023 11:04:48 AM Page 1 of 18
2022-11-24-buel OCT 2022 - PROF SERVICES - CITY PLANNER 001-565-60800 6,034.50 11/30/2022 000801 O'REILLY AUTOMOTIVE STORES, INC. 100.56 4372-310392 10/10/2022 - PW - MISC VEHICLE MAINT/REPAIR ITEMS 001-558-60270 58.58 4372-310625 10/11/2022 - PW - MISC MATL'S/SUPPLIES 001-558-61140 6.45
Check Disbursements - City Council - January 12, 2023 Payment Dates: 11/26/2022 - 12/30/2022 Payment
Number
43469
43470
43471
43472
43473
43474
43475
43476
43477
43478
43479
43480
43481
43482
43483
43484
43485
43486
Payment Date Vendor # Payment Amount
Payable Number Description Vendor Name Account Number Project Acct Key Item Amount 11/30/2022 001187 PATTY J HAMMEL 100.00
001187-112022 11/03&17/2022 - PLNG - PLANNING COMMISSION MTNGS 001-565-50010 100.00 11/30/2022 000848 RAVATT, ALBRECHT & ASSOC, INC. 450.00 1022-533CHAN OCT 2022 - PLNG - ARCHITECTURAL DESIGN RVW SRVCS 001-22416 90073070 450.00 11/30/2022 000405 RINCON CONSULTANTS, INC. 434.50
42906 2022-10-12 - BUE 17 CEQA PROCESS DISCUSSION 001-565-60900 434.50 11/30/2022 001327 ROBERT PAUL BLOKDYK 50.00
001327-112022 11/17/2022 - PLNG - PLANNING COMMISSION MEETING 001-565-50010 50.00 11/30/2022 001510 SANTA MARIA CALIFORNIA NEWS MEDIA INC. dba 172.92 114729 11/3/2022 - PLNG - NtcOfPblcHrng - CondUsePrmt 001-565-60520 172.92 11/30/2022 001510 SANTA MARIA CALIFORNIA NEWS MEDIA INC. dba 230.73 114722 11/3/2022-PLNG-NtcOfPblcHrng-FinalDvlpmntPlan 001-565-60520 230.73 11/30/2022 000894 Santa Ynez Valley Hotel Assn., Inc. dba 43,047.48 000894-102022 OCT 2022 - SYVTBID FEES COLLECTED 001-22160 43,926.00 CM000894-102022 OCT 2022 - SYVTBID ADMIN FEES 001-44250 (878.52) 11/30/2022 000448 SB CO FIRE DEPARTMENT 60,879.00
M23-014 OCT/NOV/DEC 2022 - FIREFIGHTER/PARAMEDIC SRVCS 001-501-60810 60,879.00 11/30/2022 000131 SB CO. TREASURER-TAX COLLECTOR 11.58
20221071756 FY2022-2023 - WTP - BASIC PROPERTY TAXES 020-601-60900 11.58 11/30/2022 000978 Staples Credit Plan 801.99
7679-673-11152022 10/16-11/15/2022 - MISC OFFICE SUPPLIES 001-410-61130 244.89 7679-673-11152022 10/16-11/15/2022 - MISC OFFICE SUPPLIES 001-420-61130 80.79 7679-673-11152022 10/16-11/15/2022 - MISC OFFICE SUPPLIES 001-511-61130 146.71 7679-673-11152022 10/16-11/15/2022 - MISC OFFICE SUPPLIES 001-558-61140 29.81 7679-673-11152022 10/16-11/15/2022 - MISC OFFICE SUPPLIES 001-565-61130 102.30 7679-673-11152022 10/16-11/15/2022 - MISC OFFICE SUPPLIES 005-701-61130 137.88 7679-673-11152022 10/16-11/15/2022 - MISC OFFICE SUPPLIES 005-701-61140 29.81 7679-673-11152022 10/16-11/15/2022 - MISC OFFICE SUPPLIES 020-601-61140 29.80 11/30/2022 000529 TRANSFIRST HEALTH & GOVERNMENT SVCS 366.17 2612077 OCT 2022 - REC - MERCHANT FEES 001-511-60900 366.17 11/30/2022 000765 VICTOR RODRIGUEZ dba 182.25
51037 11/14/2022 - WWTP - Vehicle Maint/Repair 005-701-60270 182.25 11/30/2022 001552 VITAL RECORDS CONTROL (VRC) 50.00
3015345 OCT 2022 - SHREDDING SERVICES 001-410-60900 50.00 11/30/2022 001725 WEBSTER BANK 180,232.00
1159790-11172022 11/17/2022 - LOAN PAYMENT (ENGIE) 001-410-67545 36,046.40 1159790-11172022 11/17/2022 - LOAN PAYMENT (ENGIE) 005-701-67545 55,871.92 1159790-11172022 11/17/2022 - LOAN PAYMENT (ENGIE) 020-601-67545 88,313.68 11/30/2022 001063 Wells Fargo Vendor Fin Serv 139.00
5022753425 12/5/22-1/4/23 - REC - COPIER LEASE 001-511-60310 139.00 12/6/2022 000943 ARTHRITIS FOUNDATION, INC. 1,500.00
000943-11302022 11/30/2022 - REFUND - SCRTY/SHERIFF'S SRVCS DPSTS 001-22418 1,500.00 12/6/2022 000034 ASSOC OF CA WATER AGENCIES 13,165.00
000036-CY2023 CY2023 - ANNUAL MEMBERSHIP DUES 001-410-60650 13,165.00 12/6/2022 000121 BUELLTON VISITORS BUREAU 37,500.00
000121-122022 DEC 2022 - VB - MONTHLY INSTALLMENT PER CONTRACT 001-410-67790 37,500.00 1/4/2023 11:04:48 AM Page 2 of 18
Check Disbursements - City Council - January 12, 2023 Payment Dates: 11/26/2022 - 12/30/2022 Payment
Number
43487
43488
43489
43490
43491
43492
43493
43494
43495
43496
43497
43498
43499
43500
43501
43502
43503
43504
43505
43506
43507
Payment Date Vendor # Payment Amount
Payable Number Description Vendor Name Account Number Project Acct Key Item Amount 12/6/2022 000105 CITY OF BUELLTON 790.01
000105-11222022 10/25-11/25/2022 - IRRIGATION - 595 2ND ST/OakVlly 001-552-61211 790.01 12/6/2022 000655 COAST NETWORX, INC. 795.00
MSP-4006502 DEC 2022 - MONTHLY GUARDIAN MSP - TIER 1 001-410-60210 795.00 12/6/2022 000118 COASTAL COPY, INC. 191.33
1038317 10/29-11/28/2022 - REC - COPIER OVERAGES 001-511-61130 29.70 1038331 10/29-11/28/2022 - REC - COPIER OVERAGES 001-401-60210 161.63 12/6/2022 000122 COMCAST CABLE 241.40
0114343-11222022 11/26-12/25/2022 - CH - INTERNET SERVICE 001-410-61292 241.40 12/6/2022 000122 COMCAST CABLE 151.40
0209119-11242022 11/29-12/28/2022 - WWTP - INTERNET SERVICES 005-701-60210 151.40 12/6/2022 001644 EN FUEGO ENTERPRISES, INC. 2,500.00
0001644-11302022 11/30/2022 - REFUND - SECURITY DEPOSIT 001-22418 2,500.00 12/6/2022 011236 GARY GENE JOHNSON dba 3,080.25
011236-12012022 10/26-12/7/2022 - REC - GYMNASTICS (SESSION 2) 001-511-67140 3,080.25 12/6/2022 001430 GSOLUTIONZ, INC. 183.11
228502 JAN 2022 - MONTHLY GPS PREMIUM SUPPORT 001-410-67705 183.11 12/6/2022 001433 JULIE EVERETT 532.00
001433-12012022 11/1-30/2022 - REC - TINY TOTS JAMBOREE 001-511-67140 532.00 12/6/2022 011300 KAREN PALMER 42.00
011300-12012022 11/1-30/2022 - REC - KINDALINI YOGA 001-511-67140 42.00 12/6/2022 011306 KARLIN LADERA 980.00
011306-12012022 11/21-23/2022 - REC - KARLIN'S SOCCER 001-511-67140 980.00 12/6/2022 001679 MALIA MAURER 210.00
001679-12012022 10/17-11/21/2022 - REC - GUIDED MEDITATION CLASSES 001-511-67140 210.00 12/6/2022 001377 MARNA PALSGAARD 292.00
001377-12012022 11/1-30/2022 - REC - SPIN/SCULPT/CLASS 001-511-67140 292.00 12/6/2022 000353 MICHAEL J. BOGGESS 100.00
INV-4739 DEC 2022 - MONTHLY WEBSITE MAINTENANCE 001-410-60210 100.00 12/6/2022 001727 RICHARD EVANS 952.00
001727-12052022 12/5/2022 - REBATE - LANDSCAPE PROGRAM 001-558-74100 952.00 12/6/2022 000706 SATCOM GLOBAL, INC. 55.10
AI12220056 NOV 2022 - IRIDIUM SIM CARD - GSA PLAN 001-410-60014 55.10 12/6/2022 000450 SB CO SHERIFF'S DEPARTMENT 201,351.00
1616 NOV 2022 - MNTHLY LAW ENFRCMNT SRVCS PER CONTRACT 001-501-60800 223,131.00 CM1616 NOV 2022 - CREDIT - VACANT POSITION-MOTOR DEPUTY 001-501-60800 (21,780.00) 12/6/2022 001390 SCOTT WOLFE 800.00
001390-122022 DEC 2022 - MERP REIMBURSEMENT PER CONTRACT 001-402-50400 800.00 12/6/2022 001597 SHANA DELEON 1,012.50
001597-12012022 11/1-30/2022 - REC - SOCIAL MEDIA 001-511-60510 1,012.50 1/4/2023 11:04:48 AM Page 3 of 18
12/6/2022 001726 SHANNON REESE 990.00
001726-12052022 12/5/2022 - REBATE - LANDSCAPE PROGRAM 001-558-74100 990.00 12/6/2022 000507 SoCalGas 183.10
9000-8-11282022 10/24-11/23/2022 - CCC/LIB - UTILITIES - GAS 001-510-61230 183.10
Check Disbursements - City Council - January 12, 2023 Payment Dates: 11/26/2022 - 12/30/2022 Payment
Number
43508
43509
43510
43511
43512
43513
43514
43515
43516
43517
43518
43519
43520
43521
43522
43523
43524
Payment Date Vendor # Payment Amount
Payable Number Description Vendor Name Account Number Project Acct Key Item Amount 12/6/2022 000507 SoCalGas 23.79
8592-0-11292022 10/25-11/26/2022 - VB - UTILITIES - GAS 001-410-61230 23.79 12/6/2022 000507 SoCalGas 122.73
9000-4-11282022 10/24-11/23/2022 - CH - UTILITIES - GAS 001-410-61230 122.73 12/6/2022 001188 The Hankering Corporation 1,865.74
85708 11/15/2022 - CC - City Council Manual 001-401-60900 1,817.25 85723 11/16/2022 - CC - DIGITAL CHRISTMAS INVITATION 001-401-61130 48.49 12/6/2022 000379 U.S. POSTAL SERVICE 500.00
000379-122022 DEC 2022 - UB POSTAGE FOR WATER/SEWER BILLING 005-701-61131 250.00 000379-122022 DEC 2022 - UB POSTAGE FOR WATER/SEWER BILLING 020-601-61131 250.00 12/6/2022 000904 US BANK EQUIPMENT FINANCE 497.27
488167131 11/20-12/20/2022 - PLNG - COPIER LEASE 001-565-60310 497.27 12/6/2022 001680 VANESSA ROBERTSON 235.20
001680-12012022 11/1-30/2022 - REC - 2-STEP CLASS 001-511-67140 235.20 12/6/2022 001207 WAGEWORKS INC. 141.00
INV4455860 NOV 2022 - FSA ADMIN/MNTHLY COMLIANCE FEES 001-410-50400 141.00 12/14/2022 001702 3rd GEN PUMP & WELL 12,700.00
1167 11/22/2022 - WTP - WELL#8 MOTOR REPAIR 020-601-60250 12,700.00 12/14/2022 000820 ACWA/JPIA 3,287.73
0696987 JAN 2023 - DENTAL/VISION/EAP PREMIUMS 001-401-50400 588.97 0696987 JAN 2023 - DENTAL/VISION/EAP PREMIUMS 001-402-50400 185.21 0696987 JAN 2023 - DENTAL/VISION/EAP PREMIUMS 001-403-50400 69.10 0696987 JAN 2023 - DENTAL/VISION/EAP PREMIUMS 001-420-50400 200.66 0696987 JAN 2023 - DENTAL/VISION/EAP PREMIUMS 001-511-50400 502.39 0696987 JAN 2023 - DENTAL/VISION/EAP PREMIUMS 001-558-50400 683.41 0696987 JAN 2023 - DENTAL/VISION/EAP PREMIUMS 001-565-50400 182.40 0696987 JAN 2023 - DENTAL/VISION/EAP PREMIUMS 005-701-50400 437.80 0696987 JAN 2023 - DENTAL/VISION/EAP PREMIUMS 020-601-50400 437.79 12/14/2022 000847 ASCE/ AMERICAN SOC. OF CIVIL ENG. 310.00 000847-2023 CY2023 - ANNUAL MEMBERSHIP RENEWAL 001-558-60650 310.00 12/14/2022 001372 BRENNTAG PACIFIC, INC. 4,095.63
BPI292460 11/22/2022 - WTP - CHEMICALS 020-601-61111 1,491.24 BPI292461 11/22/2022 - WTP - CHEMICALS 020-601-61111 1,394.94 BPI294038 12/2/2022 - WTP - CHEMICALS 020-601-61111 1,209.45 12/14/2022 000800 CARR'S BOOT SHOP, INC. dba 370.81
13935 11/18/2022 - WWTP - SAFETY BOOTS 005-701-67600 184.86 FEB&MAR2023 - PW/WTP/WWTP - EDUCATION/TRAINING 005-701-60710 499.00 13936 11/18/2022 - WWTP - SAFETY BOOTS 005-701-67600 185.95 12/14/2022 000091 CENTRAL COAST WATER AUTHORITY 28,253.97 000091-12012022 11/1/22-3/31/23 - WTP - CCWA&DWR VARIABLE COSTS 020-601-67635 28,253.97 12/14/2022 000138 D.L. ELECTRIC, INC. 595.14
22-772 11/28/2022 - WTP - NEW CIRCUIT/AIR COMPRESSOR 020-601-60250 595.14 22-1213 FEB&MAR2023 - PW/WTP/WWTP - EDUCATION/TRAINING 020-601-60710 499.00 12/14/2022 000649 FLUID RESOURCE MANAGEMENT, INC. 1,526.36 W22354 10/12/2022 - WWTP - PUMP 2 DIAGNOSIS & REPAIR 005-701-60250 816.47 1/4/2023 11:04:48 AM Page 4 of 18
12/14/2022 001192 Diaz Automotive and Tires 100.00
001192-11232022 11/23/2022 - WWTP - VEHICLE REPAIR 005-701-60270 100.00 12/14/2022 000947 EDUCATION & TRAINING SERVICES PUBLIC UTILITIES & WATERWORKS MANAGEMENT INSTITUTE 1,497.00 22-1213 FEB&MAR2023 - PW/WTP/WWTP - EDUCATION/TRAINING 001-558-60710 499.00 22-1213
Check Disbursements - City Council - January 12, 2023 Payment Dates: 11/26/2022 - 12/30/2022 Payment
Number
43525
43526
43527
43528
43529
43530
43531
43532
43533
43534
43535
43536
43537
43538
Payment Date Vendor # Payment Amount
Payable Number Description Vendor Name Account Number Project Acct Key Item Amount W22440 11/8/2022 - WWTP - AUGER DIAGNOSIS/REPAIR 005-701-60250 709.89 12/14/2022 000228 HOLLY SIERRA 615.27
000228-11152022 9/15,10/6-7,8,20,28-29/2022 - CITY FUNCTIONS&TRNG 001-401-60710 555.77 000228-12142022 11/17/2022 - EXPENSE REPORT - SBCAG MTNG 001-401-60710 59.50 12/14/2022 000395 JOSE RAFAEL RUIZ dba 2,650.00
2067 DEC 2022 - RVP/OVP - MNTHLY JANITORIAL SERVICE 001-552-60800 2,650.00 12/14/2022 001173 JV Outdoor Power Equipment 179.88
14235 11/9/2022 - WWTP - EQUIPMENT REPAIR 005-701-61127 117.41 15460 12/7/2022 - PW - EQUIPMENT REPAIR 001-558-61127 62.47 12/14/2022 000779 LASH CONSTRUCTION, INC. 14,486.64
11596-1 9/14/2022 - WTP - WATER SERVICE REPAIRS 020-601-60250 2,429.48 11596-1 7/19&26/2022 - WTP - WATER SERVICE REPAIRS 020-601-60250 6,364.71 11596-1 8/12&25/2022 - WTP - WATER SERVICE REPAIRS 020-601-60250 5,692.45 12/14/2022 001631 LINDE GAS & EQUIPMENT INC. 63.38
32541999 11/22/2022 - WWTP - CYLINDER RENTAL 005-701-61111 63.38 12/14/2022 000310 MARBORG INDUSTRIES 594.55
5562446 10/31/2022 - 202DRYLND - StopSrvc-25yd Roll Off 092-706-74100 09270674100 594.55 12/14/2022 000954 MICHAEL MacEACHERM dba 74,620.60
5584 9/23/2022 - WWTP - CLEAN & VIDEO INSPECT/CONTRACT 005-701-60250 61,000.60 5585 10/13/2022 - ANNUAL - STORM DRAIN DI CLEANING 001-551-60250 13,620.00 12/14/2022 001589 OILFIELD ENVIRONMENTAL & COMPLIANCE, INC. (OEC) 474.13 A221208 NOV 2022 - WWTP - WATER SAMPLE TESTING 005-701-61111 474.13 12/14/2022 000352 P G & E 18,192.89
5220532306-7-11092022 10/5-11/2/2022 - UTILITY - ELECTRIC 001-410-61241 633.26 5220532306-7-11092022 10/5-11/2/2022 - UTILITY - ELECTRIC 001-501-61241 197.47 5220532306-7-11092022 10/5-11/2/2022 - UTILITY - ELECTRIC 001-510-61241 281.86 5220532306-7-11092022 10/5-11/2/2022 - UTILITY - ELECTRIC 001-550-61241 4,470.63 5220532306-7-11092022 10/5-11/2/2022 - UTILITY - ELECTRIC 001-552-61241 303.01 5220532306-7-11092022 10/5-11/2/2022 - UTILITY - ELECTRIC 001-556-61241 375.62 5220532306-7-11092022 10/5-11/2/2022 - UTILITY - ELECTRIC 001-565-61241 400.45 5220532306-7-11092022 10/5-11/2/2022 - UTILITY - ELECTRIC 005-701-61241 6,193.30 5220532306-7-11092022 10/5-11/2/2022 - UTILITY - ELECTRIC 020-601-61241 5,337.29 12/14/2022 000372 PETTY CASH 263.18
000372-12072022 12/7/2022 - REIMBURSEMENT - PETTY CASH 001-403-60022 33.00 000372-12072022 12/7/2022 - REIMBURSEMENT - PETTY CASH 001-410-60910 18.26 000372-12072022 12/7/2022 - REIMBURSEMENT - PETTY CASH 001-511-67140 135.00 000372-12072022 12/7/2022 - REIMBURSEMENT - PETTY CASH 001-558-60710 28.00 12/14/2022 000429 SAFETY-KLEEN CORP. 184.59
000372-12072022 12/7/2022 - REIMBURSEMENT - PETTY CASH 001-558-60900 40.00 000372-12072022 12/7/2022 - REIMBURSEMENT - PETTY CASH 005-701-61131 4.46 000372-12072022 12/7/2022 - REIMBURSEMENT - PETTY CASH 020-601-61131 4.46 12/14/2022 000861 POLYDYNE INC. 1,656.14
1695561 11/28/2022 - WWTP - CHEMICALS 005-701-61111 1,656.14 90126629 11/1/2022 - WWTP - PARTS WASHER MAINTENANCE 005-701-60250 184.59 1/4/2023 11:04:48 AM Page 5 of 18
12/14/2022 000381 PROPET DISTRIBUTORS, INC. 1,865.00
140919 12/7/2022 - PW - LITTER P/U BAGS 001-552-61140 1,865.00 12/14/2022 000032 READY REFRESH BY NESTLE 189.09
12K0029022365 10/27-11/26/2022 - DRINKING WATER SERVICE 001-410-60800 189.09
Check Disbursements - City Council - January 12, 2023 Payment Dates: 11/26/2022 - 12/30/2022 Payment
Number
43539
43540
43541
43542
43543
43544
43545
43546
43547
43548
43549
43550
43551
43552
43553
43554
Payment Date Vendor # Payment Amount
Payable Number Description Vendor Name Account Number Project Acct Key Item Amount 12/14/2022 000840 SAF-T-FLO WATER SERVICES, INC. 395.51 22-11048 11/23/2022 - WTP - MISC MAINT/REPAIR ITEMS 020-601-60250 395.51 12/14/2022 000437 SANTA YNEZ VALLEY FLORIST, INC. 234.90 72339 12/8/2022 - CC - FLOWERS FOR HOLLY 001-401-60900 107.75 72395 12/8/2022 - HR - GET WELL FLOWERS 001-410-60900 127.15 12/14/2022 000465 SP MAINTENANCE SERVICES, INC. 2,516.50 86497 NOV 2022 - PW - MONTHLY STREET SWEEPING 001-558-60800 2,516.50 12/14/2022 000681 STATEWIDE TRAFFIC SAFETY & SIGNS, INC. 859.13 03021615 11/30/2022 - PW - ASPHAULT COLD PATCH 001-558-60250 859.13 03021640 12/1/2022 - PW - SIGNS 001-558-60560 306.66
03021641 12/1/2022 -PW-CREDIT-INV# 03021640-BILLING ERROR 001-558-60560 (306.66) 12/14/2022 000488 SWRCB 7,067.00
SW-0242753 7/1/22-6/30/23 - ANNUAL PERMIT FEE 001-551-67575 7,067.00 12/14/2022 000535 UNDERGROUND SERVICE ALERT 22.25
1120220073 NOV 2022 - NEW TICKET/MNTHLY DB CHARGES 005-701-60800 11.12 1120220073 NOV 2022 - NEW TICKET/MNTHLY DB CHARGES 020-601-60800 11.13 12/14/2022 000556 VERIZON WIRELESS 615.81
9920034269 11/9-12/8/2022 - WIRELESS TELEPHONE SERVICE 001-410-60014 0.60 9920034269 11/9-12/8/2022 - WIRELESS TELEPHONE SERVICE 001-410-67705 50.63 9920034269 11/9-12/8/2022 - WIRELESS TELEPHONE SERVICE 001-511-61290 50.63 9920034269 11/9-12/8/2022 - WIRELESS TELEPHONE SERVICE 001-558-60210 40.00 9920034269 11/9-12/8/2022 - WIRELESS TELEPHONE SERVICE 001-558-67705 143.57 9920034269 11/9-12/8/2022 - WIRELESS TELEPHONE SERVICE 001-565-67705 50.63 9920034269 11/9-12/8/2022 - WIRELESS TELEPHONE SERVICE 005-701-67705 161.78 9920034269 11/9-12/8/2022 - WIRELESS TELEPHONE SERVICE 020-601-67705 117.97 12/14/2022 000765 VICTOR RODRIGUEZ dba 66.75
51173 11/28/2022 - REC - VEHICLE SMOG TEST 001-511-60270 66.75 12/14/2022 000677 WALLACE GROUP 11,128.75
57820 OCT 2022 - REGULATORY COMPLIANCE ASSIST 2021-2023 005-701-60800 11,128.75 12/20/2022 001497 AARON LIGGETT 50.00
001497-122022 12/1/2022 - PLANNING COMMISSION MEETING 001-565-50010 50.00 12/20/2022 000509 ALAN NEEDHAM dba 25,090.53
32469 11/9/2022 - TREE PRUNING 001-552-60800 580.53
32485 NOV 2022 - MONTHLY LANDSCAPE SERVICE 001-552-60800 19,870.00 32485 NOV 2022 - MONTHLY LANDSCAPE SERVICE 001-556-60800 4,640.00 11/29/2022 - WTP - MISC MAINT/REPAIR ITEMS 020-601-60250 4.55 12/20/2022 000839 A-OK POWER EQUIPMENT INC. 22.62
685978 12/15/2022 - WTP - MISC MAINT/REPAIR ITEMS 020-601-60250 22.62 12/20/2022 000028 ARAMARK UNIFORM SERVICES INC 473.32
792212509-112022 NOV 2022 - MATS/TOWELS SERVICE 001-558-60800 378.66 792212509-112022 NOV 2022 - MATS/TOWELS SERVICE 005-701-60800 94.66 2211-657785 11/29/2022 - WTP - MISC MAINT/REPAIR ITEMS 020-601-60250 0.61 12/20/2022 000598 ENGEL & GRAY, INC. 9,654.74
2BX00004 NOV 2022 - WWTP - WASTE HANDLING BIO SOLIDS 005-701-60800 9,654.74 1/4/2023 11:04:48 AM Page 6 of 18
12/20/2022 000303 ART MERCADO 50.00
000303-122022 12/1/2022 - Planning Commission Meeting 001-565-50010 50.00 12/20/2022 000076 CAL-COAST IRRIGATION, INC. 16.05
2211-657592 11/23/2022 - WTP - MISC MAINT/REPAIR ITEMS 020-601-60250 10.89 2211-657759
Check Disbursements - City Council - January 12, 2023 Payment Dates: 11/26/2022 - 12/30/2022 Payment
Number
43555
43556
43557
43558
43559
43560
43561
43562
43563
43564
43565
43566
43567
43568
43569
43570
43571
43572
43573
Payment Date Vendor # Payment Amount
Payable Number Description Vendor Name Account Number Project Acct Key Item Amount 12/20/2022 001637 ENVIRONMENTAL SYSTEMS RESEARCH INSTITUTE, INC.(ESRI) 1,300.00 94394085 12/20/22-12/19/23 - Plng - ArcGIS Desktop(4 users) 001-565-60210 1,300.00 12/20/2022 000176 EXCLUSIVE ALARMS INC 414.00
011894 JAN-MAR 2023 - CH/USPS SECURITY MONITORING SRVC 001-558-60250 414.00 12/20/2022 000176 EXCLUSIVE ALARMS INC 195.00
011953 JAN-MAR 2023 - LIB - MONITORING SECURITY SYSTEM 001-410-60800 195.00 12/20/2022 000176 EXCLUSIVE ALARMS INC 174.00
011807 JAN-MAR 2023 - CH - MONITORING SECURITY SYSTEM 001-410-60800 174.00 12/20/2022 000176 EXCLUSIVE ALARMS INC 174.00
011808 JAN-MAR 2023-PLNG-MONITORING ELECTRONIC SRVC 001-410-60800 174.00 12/20/2022 000187 FARM SUPPLY COMPANY 157.28
60671 11/1/2022 - PW - MISC MAINT/REPAIR ITEMS 001-552-60258 11.84 60855 11/1/2022 - PW - MISC MAINT/REPAIR ITEMS 001-558-67600 145.44 12/20/2022 000813 HOME DEPOT CREDIT SERVICES 1,034.02
2634-102022 OCT 2022 - MISC MAINT/REPAIR/MATL'S SUPPLIES 001-558-60250 943.86 2634-102022 OCT 2022 - MISC MAINT/REPAIR/MATL'S SUPPLIES 001-558-61127 90.16 12/20/2022 000241 J B DEWAR, INC. 1,856.75
228295 12/6/2022 - FUEL/DYED DIESEL TANKWAGON 005-701-61111 1,856.75 12/20/2022 000142 LOGAN R. FITZGERALD dba 2,130.00
000142-112022 NOV 2022 - CH/LIB/VVP - JANITORIAL SERVICE 001-552-60800 945.00 000142-112022 NOV 2022 - CH/LIB/VVP - JANITORIAL SERVICE 001-558-60800 1,185.00 12/20/2022 000310 MARBORG INDUSTRIES 380.00
5687708 11/30/2022 - WWTP - 11 YARD ROLL OFF RENTAL (2) 092-706-74100 09270674100 270.00 5688364 11/30/2022 - WWTP - STORAGE BOX - MONTHLY RENTAL 092-706-74100 09270674100 110.00 12/20/2022 001225 MARCILO SARQUILLA 50.00
001225-122022 12/1/2022 - Planning Commission Meeting 001-565-50010 50.00 12/20/2022 000880 Mark F Pollorena III 510.00
4714 12/2/2022 - WWTP - EQUIPMENT REPAIR 005-701-60250 510.00 12/20/2022 001729 MIDSTATE CONTAINERS 2,040.00
141200 12/6/2022 - 30% DEPOSIT - STORAGE CONTAINER 092-603-74100 09260374100 2,040.00 12/20/2022 000342 NIELSEN BUILDING MATERIALS,INC 65.24
72977 12/9/2022 - PW - MAINT/REPAIR ITEMS 001-558-60250 9.68 73111 12/6/2022 - PW - MISC MAINT/REPAIR ITEMS 001-558-60250 47.38 73463 12/8/2022 - PW - MISC MAINT/REPAIR ITEMS 001-558-60250 8.18 12/20/2022 000801 O'REILLY AUTOMOTIVE STORES, INC. 12.92 WO030053927 12/5/2022 - EQUIPMENT REPAIR 005-701-60270 431.00 4372-319124 11/23/2022 - WTP - MISC MATL'S/SUPPLIES 020-601-61140 12.92 12/20/2022 000352 P G & E 275.88
80625-7-12082022 11/7-12/7/2022 - 202Drylnd - Utilities - electric 001-558-61241 275.88 12/20/2022 001187 PATTY J HAMMEL 50.00
001187-122022 12/1/2022 - Planning Commission Meeting 001-565-50010 50.00 WO030053927 12/5/2022 - EQUIPMENT REPAIR 020-601-60270 431.00 1/4/2023 11:04:48 AM Page 7 of 18
12/20/2022 001624 PORFIRIO AVILA 246.69
001624-12092022 12/9/2022 - REIMBURSEMENT - RAIN GEAR 020-601-67600 246.69 12/20/2022 000390 QUINN COMPANY 1,293.01
WO030053927 12/5/2022 - EQUIPMENT REPAIR 001-558-60270 431.01
Check Disbursements - City Council - January 12, 2023 Payment Dates: 11/26/2022 - 12/30/2022 Payment
Number
43574
43575
43576
43577
43578
43579
43580
43581
43586
43587
43588
43589
Payment Date Vendor # Payment Amount
Payable Number Description Vendor Name Account Number Project Acct Key Item Amount 12/20/2022 001327 ROBERT PAUL BLOKDYK 50.00
001327-122022 12/1/2022 - PLANNING COMMISSION MEETING 001-565-50010 50.00 12/20/2022 000132 SB CO ANIMAL SVCS, HEALTH & REG 10,955.00 FY22-23 Q1 7/1-9/30/2022 - Animal Shelter & Field Services 001-410-60015 10,955.00 12/20/2022 000450 SB CO SHERIFF'S DEPARTMENT 201,351.00 1650 DEC 2022 - LAW ENFORCEMENT SERVICES/CONTRACT 001-501-60800 223,131.00 CM1650 DEC2022-CRDT-VACANT POSITION NON-RELIEF MTR DPTY 001-501-60800 (21,780.00) 12/20/2022 000488 SWRCB 31,414.00
WD-0213463 7/1/22-6/30/23 - CS - ANNUAL PERMIT FEE 001-551-67575 3,453.00 WD-0213566 7/1/22-6/30/23 - WWTP - ANNUAL PERMIT FEE 005-701-67575 24,687.00 WD-0213761 7/1/22-6/30/23 - WTP - ANNUAL PERMIT FEE 020-601-67575 3,274.00 12/20/2022 000521 TODD PIPE & SUPPLY 264.27
S114077273-001 11/14/2022 - WTP - MISC MAINT/REPAIR ITEMS 020-601-60250 100.75 S114181356-001 11/1/2022 - WTP - MISC MAINT/REPAIR ITEMS 020-601-60250 100.24 S114287129-001 11/16/2022 - WTP - MISC MAINT/REPAIR ITEMS 020-601-60250 63.28 12/20/2022 000529 TRANSFIRST HEALTH & GOVERNMENT SVCS 375.75 2650060 NOV 2022 - REC - MERCHANT FEES 001-511-60900 375.75 12/20/2022 000765 VICTOR RODRIGUEZ dba 624.39
50627 9/27/2022 - PW - VEHICLE MAINTENANCE 001-558-60270 166.72 51092 11/17/2022 - PW - VEHICLE MAINTENANCE 001-558-60270 457.67 12/21/2022 001111 TETRA TECH, INC. 104,437.50
51982221 OCT 2022 - Encroachment Permit Services 025-557-60800 3,205.00 51982222 OCT 2022 - 73 INDUSTRIAL WAY/FIGUEROA 001-22416 90037-070 402.50 51982223 OCT 2022 - NETWORK AT INDUSTRIAL WAY 001-22416 90044-070 2,885.00 51982224 OCT 2022 - WAYPOINT PLAN CHECK 001-22416 90039-070 175.00 51982226 OCT 2022 - BUELLTON ENGINEERING SERVICES 001-551-60800 11,415.00 51982226 OCT 2022 - BUELLTON ENGINEERING SERVICES 001-565-60830 650.00 51982226 OCT 2022 - BUELLTON ENGINEERING SERVICES 005-701-60830 2,365.00 51982226 OCT 2022 - BUELLTON ENGINEERING SERVICES 020-601-60800 4,160.00 51982226 OCT 2022 - BUELLTON ENGINEERING SERVICES 020-601-60830 2,840.00 51982226 OCT 2022 - BUELLTON ENGINEERING SERVICES 025-554-60800 22,942.50 51982226 OCT 2022 - BUELLTON ENGINEERING SERVICES 029-557-60800 250.00 51982226 OCT 2022 - BUELLTON ENGINEERING SERVICES 092-220-70005 09222070005 32,420.00 51982226 OCT 2022 - BUELLTON ENGINEERING SERVICES 092-220-71500 09222071500 3,740.00 51982226 OCT 2022 - BUELLTON ENGINEERING SERVICES 092-320-71500 09232071500 2,972.50 51982227 OCT 2022 - RIO VISTA CHEVROLET CAR WASH PLAN CHK 001-22416 80002070 1,155.00 51982228 OCT 2022 - RES NO. 2 REROOF DESIGN/CONSTRCTN/INSP 092-613-70005 09261370005 9,850.00 51982229 OCT 2022 - 2200 IND WAY/SAARLOOS DEVELOPMENT 001-22416 90072070 3,010.00 12/27/2022 000065 BURKE, WILLIAMS & SORENSEN, LLP 14,811.70 294440 NOV 2022 - LEGAL SERVICES 001-404-60840 10,557.10 294442 NOV 2022 - LEGAL SERVICES 092-307-71200 09230771200 4,254.60 12/27/2022 000118 COASTAL COPY, INC. 816.77
1041410 12/11/22-1/10/2023 - LEASE/BASE RATE CHARGES 001-410-60310 363.12 1041410 12/11/22-1/10/2023 - LEASE/BASE RATE CHARGES 001-410-61130 453.65 12/27/2022 000122 COMCAST CABLE 221.45
0207915-12132022 12/18/22-01/17/23 - CCC - INTERNET SERVICES 001-410-61292 221.45 1/4/2023 11:04:48 AM Page 8 of 18
12/27/2022 000172 ECHO COMMUNICATIONS 148.50
203600286 JAN 2022 - Answering/Message Service 001-558-60800 49.50 203600286 JAN 2022 - Answering/Message Service 005-701-60800 49.50 203600286 JAN 2022 - Answering/Message Service 020-601-60800 49.50
Check Disbursements - City Council - January 12, 2023 Payment Dates: 11/26/2022 - 12/30/2022 Payment
Number
43590
43591
43592
43593
43594
43595
43596
43597
43598
0007767464
Payment Date Vendor # Payment Amount
Payable Number Description Vendor Name Account Number Project Acct Key Item Amount 12/27/2022 001430 GSOLUTIONZ, INC. 1,022.63
228999 10/13-11/13/2022 - INTERMEDIA CLOUD/VOICE SRVCS 001-401-67705 115.82 228999 10/13-11/13/2022 - INTERMEDIA CLOUD/VOICE SRVCS 001-410-67705 324.76 228999 10/13-11/13/2022 - INTERMEDIA CLOUD/VOICE SRVCS 001-511-61290 194.18 228999 10/13-11/13/2022 - INTERMEDIA CLOUD/VOICE SRVCS 001-558-67705 86.87 228999 10/13-11/13/2022 - INTERMEDIA CLOUD/VOICE SRVCS 001-565-67705 184.14 228999 10/13-11/13/2022 - INTERMEDIA CLOUD/VOICE SRVCS 005-701-67705 58.94 228999 10/13-11/13/2022 - INTERMEDIA CLOUD/VOICE SRVCS 020-601-67705 57.92 12/27/2022 000812 KOSMONT & ASSOCIATES, INC. 732.05
2107-6-011 NOV 2022 - PLNG - ONGOING ECON DEV SERVICE 001-565-60800 732.05 12/27/2022 001730 KYLE & ELYSIA LEWIS 826.00
001730-12212022 12/21/2022 - REIMBURSEMENT - BALANCE PROJ ACCT 001-22416 90075001 826.00 12/27/2022 001731 MATTHEW STAHL 960.00
001731-12212022 12/21/2022 - REIMBURSEMENT - CLOSE-OUT PROJ ACCT 001-22416 90083001 960.00 12/27/2022 000352 P G & E 19,645.00
2306-7-12122022 11/3-12/5/2022 - UTILITIES - ELECTRICITY 001-410-61241 680.60 2306-7-12122022 11/3-12/5/2022 - UTILITIES - ELECTRICITY 001-501-61241 341.33 2306-7-12122022 11/3-12/5/2022 - UTILITIES - ELECTRICITY 001-510-61241 266.30 2306-7-12122022 11/3-12/5/2022 - UTILITIES - ELECTRICITY 001-550-61241 4,615.93 2306-7-12122022 11/3-12/5/2022 - UTILITIES - ELECTRICITY 001-552-61241 410.28 2306-7-12122022 11/3-12/5/2022 - UTILITIES - ELECTRICITY 001-556-61241 455.96 2306-7-12122022 11/3-12/5/2022 - UTILITIES - ELECTRICITY 001-565-61241 518.31 2306-7-12122022 11/3-12/5/2022 - UTILITIES - ELECTRICITY 005-701-61241 6,063.63 2306-7-12122022 11/3-12/5/2022 - UTILITIES - ELECTRICITY 020-601-61241 6,292.66 12/27/2022 000894 Santa Ynez Valley Hotel Assn., Inc. dba 38,799.18 000894-112022 NOV 2022 - SYVTBID FEES 001-22160 39,591.00 CM000894-112022 NOV 2022 - SYVTBID - ADMIN FEES 001-44250 (791.82) 12/27/2022 000978 Staples Credit Plan 532.43
7679-673-12152022 11/16-12/15/2022 - MISC OFFICE SUPPLIES 001-410-61130 345.46 7679-673-12152022 11/16-12/15/2022 - MISC OFFICE SUPPLIES 001-565-61130 186.97 12/27/2022 000556 VERIZON WIRELESS 615.23
9922416616 12/9/2022-1/8/2023 - WIRELESS TELEPHONE SERVICE 001-410-60014 0.60 9922416616 12/9/2022-1/8/2023 - WIRELESS TELEPHONE SERVICE 001-410-67705 50.55 9922416616 12/9/2022-1/8/2023 - WIRELESS TELEPHONE SERVICE 001-511-61290 50.55 9922416616 12/9/2022-1/8/2023 - WIRELESS TELEPHONE SERVICE 001-558-60210 40.01 9922416616 12/9/2022-1/8/2023 - WIRELESS TELEPHONE SERVICE 001-558-67705 143.38 9922416616 12/9/2022-1/8/2023 - WIRELESS TELEPHONE SERVICE 001-565-67705 50.55 9922416616 12/9/2022-1/8/2023 - WIRELESS TELEPHONE SERVICE 005-701-67705 161.81 9922416616 12/9/2022-1/8/2023 - WIRELESS TELEPHONE SERVICE 020-601-67705 117.78 12/27/2022 001207 WAGEWORKS INC. 141.00
INV4560281 DEC 2022 - HC&HCDC FSA ADMIN FEES 001-410-50400 141.00 12/14/2022 000193 FIRST NATIONAL BANK OF OMAHA 7,082.73 1932-11172022 D KING - CC CHARGES THROUGH 11/17/2022 001-401-60710 453.69 2984-11172022 K ABELLO - CC CHARGES THROUGH 11/17/2022 001-511-67135 54055-040 570.00 3689-11172022 R HESS - GEN CC CHARGES THROUGH 11/17/2022 001-558-60131 245.26 2984-11172022 K ABELLO - CC CHARGES THROUGH 11/17/2022 001-511-67140 53024-040 63.42 2984-11172022 K ABELLO - CC CHARGES THROUGH 11/17/2022 001-511-67140 1,177.19 3072-11172022 K THOMSEN - CC CHARGES THROUGH 11/17/2022 001-511-60510 80.35 3072-11172022 K THOMSEN - CC CHARGES THROUGH 11/17/2022 001-511-60900 79.95 1/4/2023 11:04:48 AM Page 9 of 18
3072-11172022 K THOMSEN - CC CHARGES THROUGH 11/17/2022 001-511-61130 120.00 3072-11172022 K THOMSEN - CC CHARGES THROUGH 11/17/2022 001-511-67140 226.85 3689-11172022 R HESS - GEN CC CHARGES THROUGH 11/17/2022 001-401-60900 23.04 3689-11172022 R HESS - GEN CC CHARGES THROUGH 11/17/2022 001-410-60900 23.69
Check Disbursements - City Council - January 12, 2023 Payment Dates: 11/26/2022 - 12/30/2022 Payment
Number
XN10635819
442412212022
Payment Date Vendor # Payment Amount
Payable Number Description Vendor Name Account Number Project Acct Key Item Amount 3689-11172022 R HESS - GEN CC CHARGES THROUGH 11/17/2022 001-558-60210 30.16 3689-11172022 R HESS - M&R - CC CHARGES THROUGH 11/17/2022 001-558-60250 244.72 3689-11172022 R HESS - M&S CC CHARGES THROUGH 11/17/2022 001-558-61130 74.29 3689-11172022 R HESS - M&S CC CHARGES THROUGH 11/17/2022 001-558-61140 38.46 3689-11172022 R HESS - GEN CC CHARGES THROUGH 11/17/2022 005-701-60131 245.27 3689-11172022 R HESS - M&S CC CHARGES THROUGH 11/17/2022 005-701-61130 102.76 3689-11172022 R HESS - M&R - CC CHARGES THROUGH 11/17/2022 005-701-67600 62.48 3689-11172022 R HESS - GEN CC CHARGES THROUGH 11/17/2022 020-601-60131 245.27 3689-11172022 R HESS - M&R - CC CHARGES THROUGH 11/17/2022 020-601-60250 32.09 3689-11172022 R HESS - M&S CC CHARGES THROUGH 11/17/2022 020-601-61140 28.73 6530-11172022 AJ SANCHEZ - CC CHARGES THROUGH 11/17/2022 001-401-60710 907.38 7356-11172022 H SIERRA - CC CHARGES THROUGH 11/17/2022 001-401-60710 453.69 7905-11172022 S WOLFE - CC CHARGES THROUGH 11/17/2022 001-402-60710 453.69 8998-11172022 L REID - CC CHARGES THROUGH 11/17/2022 001-401-60900 194.99 8998-11172022 L REID - CC CHARGES THROUGH 11/17/2022 001-403-61130 73.20 8998-11172022 L REID - CC CHARGES THROUGH 11/17/2022 001-410-60900 377.83 NOV 2022 - FUEL CHARGES 001-558-61280 817.99
9447-11172022 S ZAMORA - CC CHARGES THROUGH 11/17/2022 001-410-60900 117.00 9447-11172022 S ZAMORA - CC CHARGES THROUGH 11/17/2022 001-420-60210 199.00 9447-11172022 S ZAMORA - CC CHARGES THROUGH 11/17/2022 001-420-60650 95.00 9447-11172022 S ZAMORA - CC CHARGES THROUGH 11/17/2022 005-701-61130 21.64 9447-11172022 S ZAMORA - CC CHARGES THROUGH 11/17/2022 020-601-61130 21.64 85547372 NOV 2022 - FUEL CHARGES 005-701-61280 818.00
85547372 NOV 2022 - FUEL CHARGES 020-601-61280 818.00
Payment Total: 1,265,109.95
1/4/2023 11:04:48 AM Page 10 of 18
12/10/2022 001388 VINTAGE WALK OWNERS ASSOCIATION 214.32 41862970899-122022DEC 2022 - VB - HOA FEES - 597 AOF #101 001-410-60900 214.32 12/20/2022 000768 WEX BANK 3,058.64
85547372 NOV 2022 - FUEL CHARGES 001-511-61280 604.65
85547372
Check Disbursements - City Council - January 12, 2023 Payment Dates: 11/26/2022 - 12/30/2022 Report Summary
Fund Summary
Fund Payment Amount
001 - General Fund 818,652.86
005 - Sewer Fund 187,963.54
020 - Water Fund 174,687.50
025 - Gas Tax Fund 26,147.50
029 - Transportation Planning 250.00
092 - Capital Improvement Proj Fund 57,408.55
Grand Total: 1,265,109.95
Account Summary
Account Number Account Name Payment Amount
001-22160 SYVTBID Payable 83,517.00
001-22416 Developer Deposit 10,957.00
001-22418 Special Event Deposit 4,000.00
001-401-50400 Medical Benefit 588.97
001-401-60210 Computer Maintenance &Software 161.63
001-401-60710 Travel & Training 2,430.03
001-401-60900 Miscellaneous 2,143.03
001-401-61130 Office Supplies 48.49
001-401-67705 Telephone 231.64
001-402-50400 Medical Benefit 985.21
001-402-60710 Travel & Training 453.69
001-403-50400 Medical Benefit 69.10
001-403-60022 Recruitment Expense 33.00
001-403-61130 Office Supplies 73.20
001-404-60840 Contract Services-Legal Fees 23,371.16
001-410-50400 Medical Benefit 282.00
001-410-60014 Emergency Operations 56.30
001-410-60015 Animal Control 10,955.00
001-410-60210 Computer Maintenance &Software 895.00
001-410-60310 Equipment Rental 726.63
001-410-60650 Membership & Publications 13,165.00
001-410-60800 Contract Services 732.09
001-410-60900 Miscellaneous 909.99
001-410-60910 Misc Recognition Items 18.26
001-410-61130 Office Supplies 1,497.65
001-410-61230 Utilities - Gas 146.52
001-410-61241 Utilities - Electric 1,313.86
001-410-61292 Internet Access/ Website Maint 684.30
001-410-67545 Principal and Interest 36,046.40
001-410-67705 Telephone 998.09
001-410-67790 Visitors Bureau 37,500.00
001-420-50400 Medical Benefit 200.66
001-420-60210 Computer Maintenance &Software 199.00
001-420-60650 Membership & Publications 95.00
001-420-61130 Office Supplies 80.79
Office Supplies 296.41
001-44250 Miscellaneous (1,670.34)
001-501-60800 Contract Services 402,702.00
001-501-60810 Contract Services - Fire Dept 60,879.00
001-501-61241 Utilities - Electric 538.80
001-510-61230 Utilities - Gas 183.10
001-510-61241 Utilities - Electric 548.16
1/4/2023 11:04:48 AM Page 11 of 18
001-511-50400 Medical Benefit 502.39
001-511-60270 Maintenance-Vehicles 66.75
001-511-60310 Equipment Rental 139.00
001-511-60510 Advertising 1,092.85
001-511-60900 Miscellaneous 821.87
001-511-61130
Check Disbursements - City Council - January 12, 2023 Payment Dates: 11/26/2022 - 12/30/2022 Account Summary
Account Number Account Name Payment Amount
001-511-61280 Fuel-Vehicles 604.65
001-511-61290 Telephone/Internet 652.24
001-511-67135 Buellton Rec Program Trips 570.00
001-511-67140 Buellton Recreation Program 6,973.91
001-550-61241 Utilities - Electric 9,086.56
001-551-60250 Maintenance / Repair 13,620.00
001-551-60800 Contract Services 11,415.00
001-551-67575 Regulatory Compliance 10,520.00
001-552-60258 Maintenance/Repair-River View 11.84
001-552-60800 Contract Services 24,045.53
001-552-61140 Operational Supplies 1,865.00
001-552-61211 Utilities - Water 790.01
001-552-61241 Utilities - Electric 713.29
001-556-60800 Contract Services 4,640.00
001-556-61241 Utilities - Electric 831.58
001-558-50400 Medical Benefit 683.41
001-558-60131 Laundry / Uniforms 245.26
001-558-60210 Computer Maintenance &Software 110.17
001-558-60250 Maintenance / Repair 2,526.95
001-558-60270 Maintenance - Vehicles 1,113.98
001-558-60560 Signs -
001-558-60650 Membership & Publications 310.00
001-558-60710 Travel & Training 527.00
001-558-60800 Contract Services 4,179.16
001-558-60900 Miscellaneous 40.00
001-558-61127 Tools 152.63
001-558-61130 Office Supplies 74.29
001-558-61140 Operational Supplies 74.72
001-558-61241 Utilities - Electric 275.88
001-558-61280 Fuel - Vehicles 817.99
001-558-67600 Safety Equipment 145.44
001-558-67705 Telephone 460.69
001-558-74100 Improvements 1,942.00
001-565-50010 Planning Commission Salaries 700.00
001-565-50400 Medical Benefit 182.40
001-565-60210 Computer Maintenance &Software 1,300.00
001-565-60310 Equipment Rental 497.27
001-565-60520 Advertising - Legal 403.65
001-565-60800 Contract Services 6,766.55
001-565-60820 REAP Grant 4,356.14
001-565-60830 Contract Services-Engineering 650.00
001-565-60900 Miscellaneous 434.50
001-565-61130 Office Supplies 289.27
001-565-61241 Utilities - Electric 918.76
001-565-67705 Telephone 469.46
Postage 254.46
005-701-50400 Medical Benefit 437.80
005-701-60131 Laundry / Uniforms 245.27
005-701-60210 Computer Maintenance &Software 151.40
005-701-60250 Maintenance / Repair 63,221.55
005-701-60270 Maintenance - Vehicles 735.86
005-701-60710 Travel & Training 499.00
005-701-61140 Operational Supplies 29.81
1/4/2023 11:04:48 AM Page 12 of 18
005-701-60800 Contract Services 20,988.27
005-701-60830 Contract Services-Engineering 2,365.00
005-701-61111 Chemicals / Analysis 4,050.40
005-701-61127 Tools 117.41
005-701-61130 Office Supplies 262.28
005-701-61131
Check Disbursements - City Council - January 12, 2023 Payment Dates: 11/26/2022 - 12/30/2022 09222070005 Willemsen Parking Lot
09222071500 Willemsen Parking Lot
09230771200 McMurray Road Widening/TS (13/14)
09232071500 Road Maintenance Project (21/22)
09260374100 WTP Facilities Improvement
09261370005 Reservoir No. 2 Reroof Project
09270674100 WWTP Facilities Improvements
53024-040 Thanksgiving Break Camp 2022 11/21/22-11/23/22 54055-040 Hearst Castle 12/7/22
80002070 390 E Hwy 246 (Rio Vista Chev)
90037-070 Fig Mountain Brewing
90039-070 Waypoint
90044-070 The Industrial Network
90072070 220 Industrial Way (Saarloos)
90073070 Chanin Wine Company, 291 Industrial Way
90075001 206 La Pita Pl Fence (Lewis)
90083001 157 Sharon Pl, Fence
GM002070 REAP Grant
Account Summary
Account Number Account Name Payment Amount
005-701-61241 Utilities - Electric 12,256.93
005-701-61280 Fuel - Vehicles 818.00
005-701-67545 Principal and Interest 55,871.92
005-701-67575 Regulatory Compliance 24,687.00
005-701-67600 Safety Equipment 433.29
005-701-67705 Telephone 537.89
020-601-50400 Medical Benefit 437.79
020-601-60131 Laundry / Uniforms 245.27
020-601-60250 Maintenance / Repair 28,512.32
020-601-60270 Maintenance - Vehicles 431.00
020-601-60710 Travel & Training 499.00
020-601-60800 Contract Services 4,270.13
020-601-60830 Contract Services-Engineering 2,840.00
020-601-60900 Miscellaneous 11.58
020-601-61111 Chemicals / Analysis 4,095.63
020-601-61130 Office Supplies 21.64
020-601-61131 Postage 254.46
020-601-61140 Operational Supplies 84.37
020-601-61241 Utilities - Electric 11,629.95
020-601-61280 Fuel - Vehicles 818.00
020-601-67545 Principal & Interest 88,313.68
020-601-67575 Regulatory Compliance 3,274.00
020-601-67600 Safety Equipment 246.69
020-601-67635 State Water Project 28,253.97
020-601-67705 Telephone 448.02
025-554-60800 Contract Services 22,942.50
025-557-60800 Contract Services 3,205.00
029-557-60800 Contract Services 250.00
092-220-70005 Design and Permitting 32,420.00
092-220-71500 Project Management and Inspection 3,740.00 092-307-71200 Right of Way Acquistion 5,411.50
092-320-71500 Project Management and Inspection 2,972.50 3,740.00
5411.5
2,972.50
2,040.00
9,850.00
974.55
63.42 570.00
1,155.00
092-603-74100 Construction and Improvements 2,040.00
092-613-70005 Design and Permitting 9,850.00
092-706-74100 Construction and Improvements 974.55
Grand Total: 1,265,109.95
Project Account Summary
Project Account Key Payment Amount
**None** 1,191,754.84
32,420.00
1/4/2023 11:04:48 AM Page 13 of 18
402.50
175.00
2,885.00
3,010.00
1,543.50
826.00
960.00
4,356.14
Check Disbursements - City Council - January 12, 2023 Payment Dates: 11/26/2022 - 12/30/2022 GM002070 REAP Grant
Project Account Summary
Project Account Key Payment Amount
Grand Total: 1,265,109.95
1/4/2023 11:04:48 AM Page 14 of 18
Check Disbursements - City Council - January 12, 2023
Amount
City of Buellton, CA Contract Services Detail
Payment Dates 11/26/2022 - 12/30/2022
Vendor Name Payment Number Post Date Description (Item) Account Number Fund: 001 - General Fund
Department: 404 - CITY ATTORNEY
BURKE, WILLIAMS & SORENSEN, LLP 43458 10/31/2022 OCT 2022 - RETAINER - LEGAL
SERVICES
001-404-60840 11,074.26
BURKE, WILLIAMS & SORENSEN, LLP 43458 10/31/2022 OCT 2022 - LEGAL SERVICES 001-404-60840 1,739.80 BURKE, WILLIAMS & SORENSEN, LLP 43586 11/30/2022 NOV 2022 - LEGAL SERVICES 001-404-60840 10,557.10 Department 404 - CITY ATTORNEY Total: 23,371.16
Department: 410 - NON-DEPARTMENTAL
READY REFRESH BY NESTLE 43537 11/30/2022 10/27-11/26/2022 - DRINKING
WATER SERVICE
001-410-60800 189.09
EXCLUSIVE ALARMS INC 43557 01/01/2023 JAN-MAR 2023 - LIB - MONITORING
SECURITY SYSTEM
001-410-60800 195.00
EXCLUSIVE ALARMS INC 43558 01/01/2023 JAN-MAR 2023 - CH - MONITORING
SECURITY SYSTEM
001-410-60800 174.00
EXCLUSIVE ALARMS INC 43559 01/01/2023 JAN-MAR 2023-PLNG-MONITORING
ELECTRONIC SRVC
001-410-60800 174.00
Department 410 - NON-DEPARTMENTAL Total: 732.09
Department: 501 - PUBLIC SAFETY - POLICE/FIRE
SB CO FIRE DEPARTMENT 43476 11/11/2022 OCT/NOV/DEC 2022 -
FIREFIGHTER/PARAMEDIC SRVCS
001-501-60810 60,879.00
SB CO SHERIFF'S DEPARTMENT 43503 11/30/2022 NOV 2022 - MNTHLY LAW
ENFRCMNT SRVCS PER CONTRACT
001-501-60800 223,131.00
SB CO SHERIFF'S DEPARTMENT 43503 11/30/2022 NOV 2022 - CREDIT - VACANT
POSITION-MOTOR DEPUTY
001-501-60800 (21,780.00)
SB CO SHERIFF'S DEPARTMENT 43576 12/13/2022 DEC 2022 - LAW ENFORCEMENT
SERVICES/CONTRACT
001-501-60800 223,131.00
SB CO SHERIFF'S DEPARTMENT 43576 12/13/2022 DEC2022-CRDT-VACANT POSITION
NON-RELIEF MTR DPTY
001-501-60800 (21,780.00)
Department 501 - PUBLIC SAFETY - POLICE/FIRE Total: 463,581.00 Department: 551 - STORM WATER
TETRA TECH, INC. 43581 10/28/2022 OCT 2022 - BUELLTON ENGINEERING
SERVICES
001-551-60800 11,415.00
Department 551 - STORM WATER Total: 11,415.00
Department: 552 - PUBLIC WORKS - PARKS
JOSE RAFAEL RUIZ dba 43526 12/02/2022 DEC 2022 - RVP/OVP - MNTHLY
JANITORIAL SERVICE
001-552-60800 2,650.00
ALAN NEEDHAM dba 43549 11/09/2022 11/9/2022 - TREE PRUNING 001-552-60800 580.53 ALAN NEEDHAM dba 43549 11/25/2022 NOV 2022 - MONTHLY LANDSCAPE
SERVICE
001-552-60800 19,870.00
LOGAN R. FITZGERALD dba 43563 11/30/2022 NOV 2022 - CH/LIB/VVP -
JANITORIAL SERVICE
001-552-60800 945.00
Department 552 - PUBLIC WORKS - PARKS Total: 24,045.53
Department: 556 - PUBLIC WORKS - LANDSCAPE MAINTENANCE
ALAN NEEDHAM dba 43549 11/25/2022 NOV 2022 - MONTHLY LANDSCAPE
SERVICE
001-556-60800 4,640.00
Department 556 - PUBLIC WORKS - LANDSCAPE MAINTENANCE Total: 4,640.00 1/4/2023 11:28:58 AM Page 15 of 18
Amount
Contract Services Detail Payment Dates: 11/26/2022 - 12/30/2022 Vendor Name Payment Number Post Date Description (Item) Account Number Department: 558 - PUBLIC WORKS - GENERAL
ECHO COMMUNICATIONS 43463 12/01/2022 DEC 2022 - ANSWERING/MESSAGE
SERVICES
001-558-60800 49.50
SP MAINTENANCE SERVICES, INC. 43541 11/30/2022 NOV 2022 - PW - MONTHLY STREET
SWEEPING
001-558-60800 2,516.50
ARAMARK UNIFORM SERVICES INC 43551 11/30/2022 NOV 2022 - MATS/TOWELS SERVICE 001-558-60800 378.66 LOGAN R. FITZGERALD dba 43563 11/30/2022 NOV 2022 - CH/LIB/VVP -
JANITORIAL SERVICE
001-558-60800 1,185.00
ECHO COMMUNICATIONS 43589 01/01/2023 JAN 2022 - Answering/Message Service
001-558-60800 49.50
Department 558 - PUBLIC WORKS - GENERAL Total: 4,179.16 Department: 565 - PLANNING
CIVIC SOLUTIONS 43459 10/31/2022 10/21/2022 - WWTP - MISC
MAINT/REPAIR ITEMS
001-565-60820 2,344.89
CIVIC SOLUTIONS 43459 09/30/2022 SEPT 2022 - HOUSING ELEMENT UDATE
001-565-60820 2,011.25
METRO VENTURES LTD 43467 10/31/2022 OCT 2022 - PROF SERVICES - CITY
PLANNER
001-565-60800 6,034.50
TETRA TECH, INC. 43581 10/28/2022 OCT 2022 - BUELLTON ENGINEERING
SERVICES
001-565-60830 650.00
KOSMONT & ASSOCIATES, INC. 43591 11/30/2022 NOV 2022 - PLNG - ONGOING ECON
DEV SERVICE
001-565-60800 732.05
Department 565 - PLANNING Total: 11,772.69
543,736.63
Fund 001 - General Fund Total: 543,736.63
Fund: 005 - Sewer Fund
Department: 701 - WASTEWATER
ECHO COMMUNICATIONS 43463 12/01/2022 DEC 2022 - ANSWERING/MESSAGE
SERVICES
005-701-60800 49.50
UNDERGROUND SERVICE ALERT 43544 11/30/2022 NOV 2022 - NEW TICKET/MNTHLY
DB CHARGES
005-701-60800 11.12
WALLACE GROUP 43547 10/31/2022 OCT 2022 - REGULATORY
COMPLIANCE ASSIST 2021-2023
005-701-60800 11,128.75
ARAMARK UNIFORM SERVICES INC 43551 11/30/2022 NOV 2022 - MATS/TOWELS SERVICE 005-701-60800 94.66 ENGEL & GRAY, INC. 43554 11/30/2022 NOV 2022 - WWTP - WASTE
HANDLING BIO SOLIDS
005-701-60800 9,654.74
TETRA TECH, INC. 43581 10/28/2022 OCT 2022 - BUELLTON ENGINEERING
SERVICES
005-701-60830 2,365.00
ECHO COMMUNICATIONS 43589 01/01/2023 JAN 2022 - Answering/Message Service
005-701-60800 49.50
Department 701 - WASTEWATER Total: 23,353.27
23,353.27
Fund 005 - Sewer Fund Total: 23,353.27
Fund: 020 - Water Fund
Department: 601 - WATER
ECHO COMMUNICATIONS 43463 12/01/2022 DEC 2022 - ANSWERING/MESSAGE
SERVICES
020-601-60800 49.50
UNDERGROUND SERVICE ALERT 43544 11/30/2022 NOV 2022 - NEW TICKET/MNTHLY
DB CHARGES
020-601-60800 11.13
TETRA TECH, INC. 43581 10/28/2022 OCT 2022 - BUELLTON ENGINEERING
SERVICES
020-601-60800 4,160.00
TETRA TECH, INC. 43581 10/28/2022 OCT 2022 - BUELLTON ENGINEERING
SERVICES
020-601-60830 2,840.00
1/4/2023 11:28:58 AM Page 16 of 18
Amount
Contract Services Detail Payment Dates: 11/26/2022 - 12/30/2022 Vendor Name Payment Number Post Date Description (Item) Account Number ECHO COMMUNICATIONS 43589 01/01/2023 JAN 2022 - Answering/Message Service
020-601-60800 49.50
Department 601 - WATER Total: 7,110.13
7,110.13
Fund 020 - Water Fund Total: 7,110.13
Fund: 025 - Gas Tax Fund
Department: 554 - TRAFFIC SAFETY
TETRA TECH, INC. 43581 10/28/2022 OCT 2022 - BUELLTON ENGINEERING
SERVICES
025-554-60800 22,942.50
Department 554 - TRAFFIC SAFETY Total: 22,942.50
Department: 557 - PUBLIC WORKS - ENGINEERING
TETRA TECH, INC. 43581 10/28/2022 OCT 2022 - Encroachment Permit Services
025-557-60800 3,205.00
Department 557 - PUBLIC WORKS - ENGINEERING Total: 3,205.00 26,147.50
Fund 025 - Gas Tax Fund Total: 26,147.50
Fund: 029 - Transportation Planning
Department: 557 - PUBLIC WORKS - ENGINEERING
TETRA TECH, INC. 43581 10/28/2022 OCT 2022 - BUELLTON ENGINEERING
SERVICES
029-557-60800 250.00
Department 557 - PUBLIC WORKS - ENGINEERING Total: 250.00 250.00
Fund 029 - Transportation Planning Total: 250.00
Grand Total: 600,597.53
1/4/2023 11:28:58 AM Page 17 of 18
GM002070 REAP Grant
Contract Services Detail Payment Dates: 11/26/2022 - 12/30/2022 Report Summary
Fund Summary
Fund Payment Amount
001 - General Fund 543,736.63
Account Summary
Payment Amount
001-404-60840 23,371.16
001-410-60800 732.09
005 - Sewer Fund 23,353.27
020 - Water Fund 7,110.13
025 - Gas Tax Fund 26,147.50
029 - Transportation Planning 250.00
Grand Total: 600,597.53
001-552-60800 24,045.53
001-556-60800 4,640.00
001-558-60800 4,179.16
001-501-60800 402,702.00
001-501-60810 60,879.00
001-551-60800 11,415.00
005-701-60800 20,988.27
005-701-60830 2,365.00
020-601-60800 Contract Services 4,270.13
001-565-60800 6,766.55
001-565-60820 4,356.14
001-565-60830 650.00
600,597.53
Project Account Summary
Project Account Key Payment Amount
**None** 596,241.39
Contract Services
020-601-60830 2,840.00
025-554-60800 22,942.50
025-557-60800 3,205.00
Contract Services-Engineering
Contract Services
Contract Services
4,356.14
Grand Total: 600,597.53
1/4/2023 11:28:58 AM Page 18 of 18
Account Number Account Name
Contract Services-Legal Fees
Contract Services
Contract Services
Contract Services - Fire Dept
Contract Services
Contract Services
Contract Services
Contract Services
Contract Services
REAP Grant
Contract Services-Engineering
Contract Services
Contract Services-Engineering
029-557-60800 250.00
Grand Total:
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: Shannel Zamora, Finance Director
Meeting Date: January 12, 2023
Subject: Monthly Treasurer’s Report – November 30, 2022 ______________________________________________________________________________
BACKGROUND
California Government Code Section 53646(b)(3) provides mandatory investment reporting requirements for California public agencies. The attached Treasurer’s Report complies with the State’s reporting requirement.
On June 9, 2022, Council adopted the current Investment Policy per Resolution 22-21 which states the City Finance Director, as the investment officer, must submit monthly reports to City Council to demonstrate that sufficient cash flow liquidity is available to meet the succeeding month’s estimated expenditures.
This Treasurer’s Report is for November 30, 2022. Treasurer’s Reports are presented on a monthly basis.
FISCAL IMPACT
There is no fiscal impact; this report is intended to show the City Council the financial performance of the City’s investment portfolio of idle funds.
RECOMMENDATION
That the City Council receive and file the Treasurer’s Report for the month ending November 30, 2022.
ATTACHMENTS
Attachment 1 – Monthly Treasurer’s Report – November 30, 2022
[Type text]
A
City of Buellton
Monthly Treasurer’s Report
For the month ending in November 30, 2022
January 12, 2023
This report presents the City’s cash activity and investment portfolio as of November 30, 2022. The report includes:
1) Cash and investments at November 30, 2022 compared to the prior month;
2) A reconciliation of cash and investments to City ledger balances; 3) All investments managed by the City on its own behalf; 4) Beginning of year fund balance, revenues, expenditures and ending fund balance for each fund at November 30, 2022
The following schedule is a summary of the City’s cash and investments based on recorded value as of November 30, 2022 compared with the prior month.
October 31, 2022 November 30, 2022 $ Change
Cash - Pooled $ 11,470,873.17 $ 5,635,497.98 $ (5,835,375.19) Restricted Cash $ 228,538.99 $ 228,584.70 $ 45.71
Investments held by the City 10,426,668.99 15,432,233.75 $ 5,005,564.76 TOTAL CASH AND INVESTMENTS $ 22,126,081.15 $ 21,296,316.43 $ (829,764.72) Summary of activity for the Month and Future Liquidity: The majority of the difference in the recorded value for cash and investments held by the City from last month is mainly due to the payoff of the City’s CalPERS Unfunded Accrued Liability (UAL) offset with 2022 third quarter sales tax revenue and October 2022 transient occupancy tax revenue. $5 million of idle cash was transferred out of the City’s general checking account into the money market account both held with Mechanics Banks. The transfer was to take advantage of the 2.5% interest rate that was applied to the money market account vs. the .04% previously offered on the account. With this transfer, the City will make about $10 thousand monthly in interest. The portfolio is sufficiently liquid to meet expected expenditures for the coming six months.
City of Buellton
M o n t h l y T r e a s u r e r ’ s R e p o r t
A s o f N o v e m b e r 3 0 , 2 0 2 2
P a g e | 2
The following schedule is a reconciliation of Cash and Investments to City ledger:
Per Statements: 11/30/2022
Mechanics Bank General Checking 5,620,550.55
Mechanics Bank Money Market 5,212,212.17
Mechanics Bank FSA 14,947.43
Local Agency Investment Fund 8,711,566.44
Multi-Securites Bank 1,508,455.14
Sterling Bank - Escrow 228,584.70
Total Cash per Statements: 21,296,316.43
Claim on Cash vs. Total Cash Per Statements: (365,741.18) Outstanding items per System Reconciliation: (365,741.18) Difference: -
10,825,226.53
3,579,873.82
(1,603,909.20)
7,460,992.28
(2,383,796.62)
493,471.28
36,385.94
454,580.16
377,206.48
30,834.87
522,451.23
1,223,409.05
325,830.46
-
-
(46,239.85)
-
21,296,316.43
5,620,550.55
5,212,212.17
14,947.43
1,508,455.14
8,711,566.44
228,584.70
-
21,296,316.43
999-21000 Wages Payable - -
21,296,316.43
Bank Reconciliation - November 2022
City of Buellton, CA
For the Period Ending 11/30/2022
10/31/2022
BALANCE
CURRENT
ACTIVITY
11/30/2022
BALANCE ACCOUNT # ACCOUNT NAME
006-10000 Claim on Pooled Cash (1,603,909.20) -
020-10000 Claim On Pooled Cash 7,534,127.24 (73,134.96)
CLAIM ON CASH
001-10000 Claim On Pooled Cash 11,425,655.61 (600,429.08) 005-10000 Claim On Pooled Cash 3,752,683.35 (172,809.53) 024-10000 Claim On Pooled Cash 36,377.04 8.90
025-10000 Claim On Pooled Cash 433,369.76 21,210.40
021-10000 Claim on Pooled Cash (2,383,796.62) -
023-10000 Claim On Pooled Cash 493,350.62 120.66
031-10000 Claim On Pooled Cash 480,279.19 42,172.04
032-10001 Claim On Pooled Cash 1,223,109.92 299.13
027-10000 Claim On Pooled Cash 378,256.12 (1,049.64)
029-10000 Claim On Pooled Cash 30,827.33 7.54
091-10000 Claim On Pooled Cash - -
092-10000 Claim On Pooled Cash - (46,239.85)
075-10000 Claim On Pooled Cash 325,750.79 79.67
090-10000 Claim On Pooled Cash - -
TOTAL CLAIM ON CASH 22,126,081.15 (829,764.72)
CASH IN BANK
Cash in Bank
999-10001 Pooled Cash - General Checking 11,455,936.16 (5,835,385.61) 999-10004 Pooled Cash - Brokerage 1,508,110.23 344.91
999-10005 Pooled Cash - LAIF 8,711,566.44 -
999-10002 Pooled Cash - Money Market 206,992.32 5,005,219.85 999-10003 Pooled Cash - FSA 14,937.01 10.42
TOTAL: Cash in Bank 22,126,081.15 (829,764.72)
-
TOTAL: Cash in Bank 22,126,081.15 (829,764.72)
999-10007 Restricted Cash - Webster Bank Escrow 228,538.99 45.71 999-10008 Restricted Cash - Webster Bank Equity - -
M o n t h l y T r e a s u r e r ’ s R e p o r t
A s o f N o v e m b e r 3 0 , 2 0 2 2
P a g e | 3
City of Buellton
Investment Summary
November 30, 2022
Currently, short-term excess cash is primarily invested in the Local Agency Investment Fund (LAIF) administered by the State Treasurer. This is a high quality investment available in terms of safety, liquidity, and yield. Due to fluctuations in the marketplace, the City may have some investments with a current market value that is greater or less than the recorded value. This difference has no effect on investment yield as the City intends to hold the securities to maturity. However, generally accepted accounting principles require that market gains and losses be reported as interest earnings or losses at year-end.
Percent of
Portfolio Yield
Maturity
Term
Maturity
Date Par Value Market Value
Local Agency Investment Fund - LAIF 56.25% 1.35% n/a n/a 8,711,566.44 $ $ 8,711,566.44 First Technology Bank Fed Cr Union 0.67% 3.60% 5 yrs. 12/26/2023 103,000.00 101,696.02 First Technology Bank Fed Cr Union 0.65% 3.35% 5 yrs. 2/6/2024 100,000.00 98,304.00 Comenity Cap Bank 1.03% 2.80% 5 yrs. 4/15/2024 160,000.00 155,648.00 Morgan Stanley Bank 0.65% 2.75% 5 yrs. 5/2/2024 100,000.00 97,134.00 Capital One Bank 0.65% 2.00% 5 yrs. 8/21/2024 100,000.00 95,259.00 Morgan Stanley Bank 0.65% 1.90% 5 yrs. 1/23/2025 100,000.00 93,913.00 State Bk India 1.29% 1.60% 5 yrs. 4/29/2025 200,000.00 185,076.00 Sallie Mae Bank 0.77% 0.80% 5 yrs. 7/1/2025 120,000.00 108,150.00 Third Fed Savings 1.58% 3.50% 5 yrs. 6/28/2027 245,000.00 231,282.45 Morgan Stanley Bank 0.67% 3.75% 5 yrs. 6/28/2027 104,000.00 99,234.72 Capital One National Association 1.57% 4.30% 5 yrs. 9/30/2027 242,514.04 237,839.00 Multi-Securities Bank - Cash in Holding 4,918.95
Money Market (Held with Mechanics Bank) 33.58% 2.50% n/a 5,200,000.00 5,212,212.17 Total City Investments 100.00% $ 15,486,080.48 $ 15,432,233.75 Certificates of Deposits (Held with Multi-Securities Bank)
M o n t h l y T r e a s u r e r ’ s R e p o r t
A s o f N o v e m b e r 3 0 , 2 0 2 2
P a g e | 4
The following is a fund balance schedule showing beginning fund balance at July 1, 2022 plus revenues minus expenditures for the period, resulting in ending fund balance at November 30, 2022. Fund balance includes total assets and liabilities of the City.
As required by Government Code Section 53646 (b) (3), the chief financial officer for the City declares that there is sufficient funds to meet all obligations for the next six months.
Shannel Zamora
Shannel Zamora
Finance Director
Total Expenses November 30, 2022
Balance
3,640,569.80 4,861,117.67 10,760,535.92
543,054.38 737,114.96 3,150,555.23
006 - Wastewater Capital - 10,711.28 196,828.47
020 - Water Fund 1,212,134.01 957,523.72 7,803,373.52
021 - Water Capital - 101,951.86 265,114.08
930.09 - 490,842.46
56.49 - 36,191.91
89,625.74 61,249.35 437,563.87
027 - Local Transportation Fund 99,296.01 8,333.30 377,674.61 029 - Transportation Planning 51.14 2,750.00 (105,952.92) 031 - Measure A 128,457.23 449,772.89 564,332.75
032 - American Relief Act Fund 612,152.27 - 1,220,144.44 075 - Trust & Agency Fund 440.42 - 9,895.86
090 - Long-Term Debt - - (4,023,040.82)
091 - General Fixed Assets - - 26,330,964.43
553,311.35
7,844,287.88 47,414,572.31
Fund Balance Report
City of Buellton, CA 11/30/2022
Fund July 1, 2022
Balance
Total Revenues
025 - Gas Tax Fund 409,187.48
001 - General Fund 11,981,083.79
005 - Sewer Fund 3,344,615.81
207,539.75
7,548,763.23
367,065.94
023 - Housing Fees 489,912.37
024 - Traffic Mitigation Fund 36,135.42
(100,451.50)
48,378,781.26 6,880,078.93
286,711.90
(103,254.06)
885,648.41
607,992.17
9,455.44
(4,023,040.82)
26,330,964.43
092 - Capital Improvement Proj Fund - 653,762.85
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: Scott Wolfe, City Manager
Meeting Date: January 12, 2023
Subject: Update on Broadband Strategic Plan
______________________________________________________________________________
BACKGROUND
In November of 2021, the City Council directed staff to join with the Broadband strategic planning effort being coordinated by Santa Barbara County Association of Governments (SBCAG). Work has been underway since that time.
The Broadband Consortium, Pacific Coast (BCPC) have been working on this project and will present a brief update on the strategic planning effort and completed Broadband Strategic Plan document.
FISCAL IMPACT
No fiscal impact is associated with this item at this time.
RECOMMENDATION
That the City Council receive the report, discuss the matter, and direct staff as appropriate.
CITY OF BUELLTON
City Council Agenda Staff Report
City Manager Review: SW
Council Agenda Item No.: 7
To: The Honorable Mayor and City Council
From: Rose Hess, Public Works Director
Meeting Date: January 12, 2023
Subject: Review of Design and Budget for 202 Dairyland Drive ______________________________________________________________________________
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 - $TBD
*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.
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.
202 Dairyland Drive Page 2 January 12, 2023
RECOMMENDATION
That the City Council a) provide direction on improvement plans and furnishings and b) approve a budget amendment to the CIP Fund 092-221 per Council direction.
ATTACHMENTS
Attachment 1 – Progress Plans
Attachment 2 – Cost Estimate
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.
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
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
2R
DN
2R
DN
2R RAMP DN 1:12
DN
2R
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
- 14 (N) 3A
- (N) 1 (N) 13
2 (N) 4 & 5
-
2 (N)
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)
4 (N) 1 (N) 13
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"
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
RAMP
DN 1:12
DN
2R
RAMP
DN 1:12
DN
2R RAMP DN 1:12
DN
2R DN2R DN2R DN2R
RAMP
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 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
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 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
202 DAIRYLAND DRIVE
BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT A3.1A OCCUPANCY / EXIT PLAN
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
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
202 DAIRYLAND DRIVE
BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT A3.3 CEILING FINISH PLAN 1 CEILING LEGEND: CEILING KEYNOTES: X (X) X CEILING FINISH PLAN KEY NOTES:
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
202 DAIRYLAND DRIVE
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
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:
BUELLTON LIBRARY
202 DAIRYLAND DRIVE
BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT A3.4A A.D.A REQUIREMENTS
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
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
202 DAIRYLAND DRIVE
BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT A4.0 INTERIOR ELEVATIONS INTERIOR ELEVATION KEYNOTES: INTERIOR ELEVATION NOTES: X (X) X1
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
202 DAIRYLAND DRIVE
BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT A4.1 INTERIOR ELEVATIONS INTERIOR ELEVATION KEYNOTES: INTERIOR ELEVATION NOTES: X (X) X1
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:
BUELLTON LIBRARY
202 DAIRYLAND DRIVE
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
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
202 DAIRYLAND DRIVE
BUELLTON, CA 93427 2022.08 9/14/2022 PLAN CK. TENANT IMPROVEMENT A5.1 EXTERIOR ELEVATIONS EXTERIOR ELEVATION KEYNOTES: EXTERIOR ELEVATION NOTES: X (X) X1
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:
BUELLTON LIBRARY
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
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 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"
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 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
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 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
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
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.
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 (CONT'D.)
S0.2
PRELIMINARY
NOT FOR
CONSTRUCTION
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.
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
TYPICAL DETAILS
S0.3
PRELIMINARY
NOT FOR
CONSTRUCTION
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.
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
FOUNDATION PLAN
S1.1
PRELIMINARY
NOT FOR
CONSTRUCTION
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.
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
FLOOR PLAN
S2.1
PRELIMINARY
NOT FOR
CONSTRUCTION
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.
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
ROOF FRAMING
PLAN
S2.2
PRELIMINARY
NOT FOR
CONSTRUCTION
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.
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
FOUNDATION
DETAILS
S3.1
PRELIMINARY
NOT FOR
CONSTRUCTION
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.
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
FRAMING DETAILS
S4.1
PRELIMINARY
NOT FOR
CONSTRUCTION
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.
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
FRAMING DETAILS
S4.2
PRELIMINARY
NOT FOR
CONSTRUCTION
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.
Copy Protection
AZ5-8
INITIAL SUBMITTAL -
PROJECT NAME:
BUELLTON LIBRARY
COMMERCIAL
M0.1
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.
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
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.
Copy Protection
AZ5-8
INITIAL SUBMITTAL -
PROJECT NAME:
BUELLTON LIBRARY
COMMERCIAL
M0.2
MECHANICAL SCHEDULES
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
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.
Copy Protection
AZ5-8
INITIAL SUBMITTAL -
PROJECT NAME:
BUELLTON LIBRARY
COMMERCIAL
M1.0
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.
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:
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.
Copy Protection
AZ5-8
INITIAL SUBMITTAL -
PROJECT NAME:
BUELLTON LIBRARY
COMMERCIAL
M1.1
PARTIAL MECHANICAL FLOOR PLANS
1/4" = 1'-0"
1 MECHANICAL PLAN #1
1/4" = 1'-0" 2
MECHANICAL PLAN #2
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]
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.
Copy Protection
AZ5-8
INITIAL SUBMITTAL -
PROJECT NAME:
BUELLTON LIBRARY
COMMERCIAL
M1.2
PARTIAL MECHANICAL FLOOR PLAN
1/4" = 1'-0"
1 MECHANICAL PLAN #3
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:
CD
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
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
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.
Copy Protection
AZ5-8
INITIAL SUBMITTAL -
PROJECT NAME:
BUELLTON LIBRARY
COMMERCIAL
M2.0
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
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.
Copy Protection
AZ5-8
INITIAL SUBMITTAL -
PROJECT NAME:
BUELLTON LIBRARY
COMMERCIAL
M2.1
MECHANICAL DETAILS
HEAT PUMP SYSTEMS - CUT SHEETS
NTS
1 WATER HEATER DIRECT VENT - CUT SHEETS
NTS
2
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
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.
Copy Protection
AZ5-8
INITIAL SUBMITTAL -
PROJECT NAME:
BUELLTON LIBRARY
COMMERCIAL
M3.0
MECHANICAL SPECIFICATIONS
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
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.
Copy Protection
AZ5-8
INITIAL SUBMITTAL -
PROJECT NAME:
BUELLTON LIBRARY
COMMERCIAL
M3.1
MECHANICAL SPECIFICATIONS
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.
Copy Protection
AZ5-8
INITIAL SUBMITTAL -
PROJECT NAME:
BUELLTON LIBRARY
COMMERCIAL
M4.0
ENERGY COMPLIANCE
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.
Copy Protection
AZ5-8
INITIAL SUBMITTAL -
PROJECT NAME:
BUELLTON LIBRARY
COMMERCIAL
M4.1
ENERGY COMPLIANCE
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.
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.
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
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.
Copy Protection
AZ5-8
INITIAL SUBMITTAL -
PROJECT NAME:
BUELLTON LIBRARY
COMMERCIAL
P0.1
PLUMBING NOTES AND LEGENDS
VERIFY
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"
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.
Copy Protection
AZ5-8
INITIAL SUBMITTAL -
PROJECT NAME:
BUELLTON LIBRARY
COMMERCIAL
P0.2
PLUMBING SCHEDULES
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
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.
Copy Protection
AZ5-8
INITIAL SUBMITTAL -
PROJECT NAME:
BUELLTON LIBRARY
COMMERCIAL
P1.0
PLUMBING FLOOR PLAN
3/16" = 1'-0" 1
PLUMBING PLAN - CW AND HW
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
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.
Copy Protection
AZ5-8
INITIAL SUBMITTAL -
PROJECT NAME:
BUELLTON LIBRARY
COMMERCIAL
P1.1
PLUMBING FLOOR PLAN
3/16" = 1'-0" 1
PLUMBING PLAN - WASTE AND VENTING
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
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.
Copy Protection
AZ5-8
INITIAL SUBMITTAL -
PROJECT NAME:
BUELLTON LIBRARY
COMMERCIAL
P1.2
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.
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
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.
Copy Protection
AZ5-8
INITIAL SUBMITTAL -
PROJECT NAME:
BUELLTON LIBRARY
COMMERCIAL
P2.0
PLUMBING DETAILS NTS 6
P1 PIPE HANGER DETAIL
NTS 8
P9 GAS TANKLESS WATER HEATER
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.
Copy Protection
AZ5-8
INITIAL SUBMITTAL -
PROJECT NAME:
BUELLTON LIBRARY
COMMERCIAL
P2.1
PLUMBING DETAILS
WATER HEATER - CUT SHEETS
NTS
1 SELECTED WATE
HEATER
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.
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.
Copy Protection
AZ5-8
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
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
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
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
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.
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.
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.
Copy Protection
AZ5-8
INITIAL SET 11-28-2022
Electrical Engineer Of Record
PROJECT NAME:
COMMERCIAL
BUELLTON LIBRARY
E2.1
LIGHTING CONTROLS & DETAILS
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
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.
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
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
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.
Copy Protection
487-1
INITIAL SET 11-02-2022
Electrical Engineer Of Record
PROJECT NAME:
COMMERCIAL
PIRCH
SANTA MONICA
SHOWROOM
BUILDOUT
E2.3
PHOTOMETRICS
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
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
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.
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.
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
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.
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.
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.
Copy Protection
AZ5-8
INITIAL SET 11-28-2022
Electrical Engineer Of Record
PROJECT NAME:
COMMERCIAL
BUELLTON LIBRARY
E5.0
TITLE 24
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
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.
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
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]
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]
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]
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]
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]
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]
$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]
CITY OF BUELLTON
City Council Agenda Staff Report
City Manager Review: SW
Council Agenda Item No.: 8
To: The Honorable Mayor and City Council
From: Gregory Murphy, City Attorney
Meeting Date: January 12, 2023
Subject: Assembly Bill 2449 and New Rules for Teleconferencing Into City Council and Commission Meetings
______________________________________________________________________________
BACKGROUND
The Ralph M. Brown Act has long had provisions for allowing teleconference attendance at public meetings by elected and appointed officials. These rules generally require a majority of the body to be within the jurisdiction of the agency, the agenda to list the location of the official or officials teleconferencing in, and the location of those teleconferencing officials to be made public during the period of the meeting. Prior to the COVID-19 pandemic, teleconferencing was used in very limited circumstances and usually involved attendance by phone.
During the COVID-19 pandemic, and as allowed first by Governor Newsom’s executive order related to the Brown Act and then by Assembly Bill 361, teleconferencing using internet video providers (Zoom, Skype, Microsoft Teams, and others) has become the norm for elected and appointed bodies. But AB 361, and the executive order before it, required that a state of emergency exist in order for teleconferencing to be utilized without full compliance with the agenda and public access requirements of the Brown Act.
Recognizing the need to better balance the rights of the public to observe their elected and appointed officials in action with the very real needs of those officials to sometimes be physically absent from meetings, the California Legislature adopted and Governor Newsom signed Assembly Bill 2449. AB 2449 allows for teleconference attendance by public officials, but limits the circumstances under which its provisions are triggered and limits the number of times each calendar year that it can be utilized. This represents the Legislature’s attempt to provide the mentioned balance.
AB 2449/Teleconferencing Page 2 January 12, 2023
The first circumstance that can trigger AB 2449 is statutorily called “just cause.” While each official can conceive of many reasons that would “justly” support teleconference attendance at a meeting, the statutory reasons are these:
• Childcare or caregiving of a relative that requires remote participation • Contagious illness
• A need related to a physical or mental disability
• Travel on behalf of the City or another governmental agency The first three of these “just cause” reasons are clearly related to the lessons learned during the COVID-19 pandemic. Public officials have had to “remote-in” to meetings for reasons related to their own illness or the need to care for others. And so AB 2449 authorizes this to continue. But it also recognizes that governmental travel – for example, to a California Joint Powers Insurance Authority meeting – might take a member of the legislative body out of the jurisdiction during a meeting time. And so that too is considered “just cause.” To trigger “just cause” teleconference participation by a Buellton City Council or Commission member, notice must be given to the City at the earliest possible time. It is best to give notice in time for it to be clearly marked on the agenda, but even notice at the start of a meeting will suffice. Once notice is given (and the procedures outlined below can be followed) a “just cause” attendance is authorized.
It must be noted, however, that “just cause” attendance by teleconference means can only be used two times each calendar year.
The second circumstance to trigger AB 2449 is statutorily called “emergency circumstances” and defined as a physical or family medical emergency that prevents the member from attending in person.
In the case of “emergency circumstances,” the member must “request” the remaining members of the body to allow the remote or teleconference participation. The body will act on this, as a statutorily-authorized addition to the agenda, after the roll call but before any other action is taken. In order for participation due to “emergency circumstances” to be allowed, the member must give a general description of the emergency – no more than 20 words is required, and no personal medical information need be shared – to substantiate the authorization by the remaining members.
“Emergency circumstances” and “just cause” absences, combined, may be used for up to 20% of the total number of scheduled regular meetings in a given year. The Buellton City Council has 22 meetings scheduled for this year (two in each month other than November and December, which each have one). That results in 4.4 as 20% of the meetings – but because the statutory language requires a maximum of 20% we must round down and say that four meetings can be teleconferenced into. With two “just cause” meetings – and the
AB 2449/Teleconferencing Page 3 January 12, 2023
lesser impacts on the official make these more likely to be used first – two additional “emergency circumstances” meetings could be allocated for each official.
With respect to meeting operations when AB 2449 has been triggered, they will be very similar to what you see today under AB 361. The public must have the ability to access the meeting via the same teleconferencing used by the official. They must have the ability to give public comment over the teleconferencing technology. If the means of attendance – phone or internet – is lost, the entire meeting must be stopped and no further actions taken until it is restored. Two new and different rules exists for the member participating remotely however: they must identify all persons in the room with them other than minor children; and they must keep their microphone and camera on at all times except during recesses of the entire body. These rules are intended to maintain the public trust in officials by putting them on the record that nobody in the room will be lobbying them or trying to influence their decisions.
These new rules generally should be helpful to local public officials by allowing them to attend meetings via teleconference without the agenda noting their specific location or them opening that location up to the public. Because the AB 2449 rules apply specifically to urgent medical circumstances and to travel on behalf of a government agency, it only makes sense that public access to the location would be limited. But some officials may find compliance with the older rules is preferential, and of course that is allowed as well.
RECOMMENDATION
That the City Council receive and file this report.