00105692 1
200 Civic Center Drive
Vista, CA 92084
To DB:
XXX
XXX
XXX, CA XXX
Any notice, demand or other communication given or made solely by mail in the manner prescribed in this Section shall be deemed to have been given and to be effective three (3) days after the date of such mailing; provided, however, that any notice, demand or other communication which would otherwise be deemed to have been given on a day which is not a working day shall be deemed to have been given on the next subsequent working day.
Section 35: Miscellaneous Terms
35.1 Representations: Each Party hereto declares and represents that in entering into this Agreement it has relied and is relying solely upon its own judgment, belief and knowledge of the nature, extent, effect and consequence relating thereto. Each Party further declares and represents that this Agreement is being made without reliance upon any statement or representation of any other Party not contained herein, or any representative, agent or attorney of any other Party.
35.2 Severability: If any term or condition of this Agreement is held to any extent to be invalid or unenforceable, all the remaining terms and conditions shall be enforceable to the fullest extent permitted by law.
35.3 Entire Agreement: This Agreement contains the entire agreement, between the Parties and supersedes all prior negotiations, discussions, obligations and rights of the Parties in respect of each other regarding the subject matter of this Agreement. There is no other written or oral understanding between the Parties. No modification, amendment or alteration of this Agreement shall be valid unless it is in writing and signed by the Parties hereto.
35.4 Drafting Ambiguities: The Parties agree that they are aware that they have the right to be advised by counsel with respect to the negotiations, terms and conditions of this Agreement, and that the decision of whether or not to seek the advice of counsel with respect to this Agreement is a decision which is the sole responsibility of each of the Parties hereto. This Agreement shall not be construed in favor of or against either Party by reason of the extent to which each Party participated in the drafting of the Agreement.
35.5 Applicable Law: The formation, interpretation and performance of this Agreement shall be governed by the laws of the State of California. Venue for mediation, arbitration and/or actions arising out of this Agreement shall be in the City of Vista, California.
35.6 Waiver: Unless otherwise expressly provided herein, no delay or omission by the Parties hereto in exercising any right or remedy provided for herein shall constitute a waiver of such right or remedy, nor shall it be construed as a bar to or a waiver of any such right or remedy on any future occasion.
35.7 Effect of Headings: Headings appearing in this Agreement are inserted for convenience of reference only, and shall in no way be construed to be interpretations of the provisions hereof. 02/10/2026 C7 137 of 321
Design / Build Services Agreement
BUILDING C IMPROVEMENTS PROJECT (CIP No. 8363)
00105692 1
35.8 Amendments: This Agreement may be modified, amended or supplemented only by the mutual written agreement of the Parties hereto.
35.9 Authorization and Compliance: Each Party represents that it is duly authorized to execute and carry out the provisions of this Agreement.
35.10 Further Assurances: The Parties agree to do such further acts and things and execute and deliver such additional agreements and instruments as the other may reasonably require to consummate, evidence or confirm the agreements contained herein in the manner contemplated hereby.
35.11 Counterparts: This Agreement may be executed by the Parties in one or more counterparts, all of which taken together shall constitute one and the same instrument. The facsimile signatures of the Parties shall be deemed to constitute original signatures, and facsimile copies hereof shall be deemed to constitute duplicate original counterparts.
35.12 Exhibits: All Exhibits are incorporated herein by reference into this Agreement.
35.13 Third Party Beneficiary: Nothing within this Agreement shall create a contractual relationship between the City and any third party.
35.14 Counterparts; Electronic Signatures; Electronic Delivery: This Agreement may be executed in separate counterparts, none of which need contain the signatures of both Parties, and each of which, when so executed, shall be deemed an original and all together shall constitute and be one of the same instrument. The Parties agree that this Agreement, whether executed by electronic signature, digital signature, or constituting a scanned or electronically reproduced copy or image of this Agreement bearing the signatures of the Parties, will be deemed an original and will represent competent evidence of the execution, terms and existence of this Agreement notwithstanding the failure or inability to produce an original executed Agreement or counterpart thereof, and without the requirement that the unavailability of such original executed Agreement or counterpart thereof first be proven. Further, the exchange of this entire executed Agreement (and/or such exhibit(s) or document(s)) that is in photostatic or portable document format (.pdf) form by electronic mail or by another electronic means shall be considered original(s) and shall constitute effective execution and delivery of the original(s).
Section 36: Prevailing Wages; Labor Law Compliance
This contract is subject to the provisions of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works. Design-Builder agrees to execute City’s Agreement to Comply with California Labor Law Requirements (Exhibit 5) and to comply with the Labor Code to the extent that work under this Agreement is subject to those requirements.
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Design / Build Services Agreement
BUILDING C IMPROVEMENTS PROJECT (CIP No. 8363
00105692 1
Section 37: Execution
IN WITNESS WHEREOF; the Parties hereto have executed this Agreement as of the Agreement Date.
“City”
CITY OF VISTA, a chartered municipal
corporation
BY:
JOHN FRANKLIN, MAYOR
ATTEST:
KATHY VALDEZ, CITY CLERK
BY:
APPROVED AS TO FORM:
WALTER CHUNG, CITY ATTORNEY
BY:
RISK MANAGEMENT REVIEW:
ANALISA HOLBROOK, RISK
MANAGER
BY:
“Design Builder”
XXX, XXXX
By:
Name/Title
BY:
Name/Title
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Design / Build Services Agreement
BUILDING C IMPROVEMENTS PROJECT (CIP No. 8363)
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EXHIBIT LIST
1.Design/Build Services Proposal, Schedule of Rates, and Project Schedule
2.Insurance and Bonding Requirements
3.Request for Proposal (RFP)
4.Project Site
5.Agreement to Comply With California Labor Law Requirements 02/10/2026 C7 140 of 321
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APPENDIX B
INSURANCE AND BONDING REQUIREMENTS
Contractor shall procure and maintain for the duration of the Contract, and for one year thereafter, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees, or subcontractors.
MINIMUM SCOPE AND LIMIT OF INSURANCE
Coverage shall be at least as broad as:
1.Commercial General Liability (“CGL”): Insurance Work Office Form CG 00 01 covering CGL on an “occurrence” basis, including products, completed operations, property damage, bodily injury, and personal & advertising injury with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this Project/location or the general aggregate limit shall be twice the required occurrence limit.
2.Automobile Liability: Insurance Work Office Form Number CA 0001 covering Code 1 (any auto), with limits no less than $2,000,000 per accident for bodily injury and property damage.
3.Workers’ Compensation insurance as required by the State of California, with Statutory Limits, and Employers’ Liability insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease.
4.Surety Bonds as described below.
Contractor shall also provide the additional coverages checked below and at least as broad as:
5. Contractors’ Pollution Legal Liability and/or Asbestos Legal Liability and/or Errors and Omissions (if Project involves environmental hazards) with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.
6. Builder’s Risk (Course of Construction) insurance utilizing an “All Risk” (Special Perils) coverage form, with limits equal to the completed value of the Project and no coinsurance penalty provisions.
7. Professional Liability (if Design/Build), with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.
If the contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to and approved by the City. At the option of the City, either: the contractor shall cause the insurer shall reduce or eliminate such X
X
X
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deductibles or self-insured retentions as respects the City, its officers, officials, employees, and volunteers; or the Contractor shall provide a financial guarantee satisfactory to the City guaranteeing payment of losses and related investigations, claim administration, and defense expenses.
Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following provisions:
1. The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired, or borrowed by or on behalf of the Contractor. General liability coverage can be provided in the form of an endorsement to the Contractor’s insurance (at least as broad as ISO Form CG 20 10, CG 11 85 or both CG 20 10 and CG 20 37 forms if later revisions used), unless otherwise approved in advance by City.
2. For any claims related to this Project, the Contractor’s insurance coverage shall be primary insurance as respects the City, its officers, officials, employees, and volunteers.
Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of the Contractor’s insurance and shall not contribute with it.
3. Each insurance policy required by this clause shall provide that coverage shall not be canceled, except with notice to the City.
Builder’s Risk (Course of Construction) Insurance
Contractor may submit evidence of Builder’s Risk insurance in the form of Course of Construction coverage. Such coverage shall name the City as a loss payee as their interest may appear.
If the Project does not involve new or major reconstruction, at the option of the City, an Installation Floater may be acceptable. For such Projects, a Property Installation Floater shall be obtained that provides for the improvement, remodel, modification, alteration, conversion or adjustment to existing buildings, structures, processes, machinery and equipment. The Property Installation Floater shall provide property damage coverage for any building, structure, machinery or equipment damaged, impaired, broken, or destroyed during the performance of the Work, including during transit, installation, and testing at the City’s site.
Claims Made Policies
If any coverage required is written on a claims-made coverage form:
1. The retroactive date must be shown, and this date must be before the execution date of the Contract or the beginning of Contract work.
2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of Contract work.
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3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the Contract effective, or start of work date, the Contractor must purchase extended reporting period coverage for a minimum of five (5) years after completion of Contract work.
4. A copy of the claims reporting requirements must be submitted to the City for review.
5. If the services involve lead-based paint or asbestos identification/remediation, the Contractors Pollution Liability policy shall not contain lead-based paint or asbestos exclusions. If the services involve mold identification/remediation, the Contractors Pollution Liability policy shall not contain a mold exclusion, and the definition of Pollution shall include microbial matter, including mold.
Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best rating of no less than A: VII, unless otherwise acceptable to the City.
Waiver of Subrogation
Contractor hereby agrees to waive rights of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the City for all work performed by the Contractor, its employees, agents and subcontractors.
Verification of Coverage
Contractor shall furnish the City with original certificates and amendatory endorsements, or copies of the applicable insurance language, effecting coverage required by this Contract. All certificates and endorsements are to be received and approved by the City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor’s obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time.
Subcontractors
Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage, subcontractors shall provide coverage with a format least as broad as CG 20 38 04 13.
Surety Bonds
Contractor shall provide the following Surety Bonds if checked:
1. Bid Bond.
2. Payment Bond and Performance Bond.
3. Maintenance Bond.
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The Payment Bond and the Performance Bond shall be in an amount equal to the Contract Ceiling Price. If the Performance Bond provides for a one-year warranty a separate Maintenance Bond is not necessary. If the warranty period specified in the Contract is for longer than one year a Maintenance Bond equal to 10% of the Contract price is required.
Bonds shall be duly executed by a responsible corporate surety, authorized to issue such bonds in the State of California and secured through an authorized agent with an office in California.
Special Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other circumstances.
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APPENDIX C
Project Vicinity Map
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ProProposed
BUILDING C IMPROVEMENTS
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APPENDIX D
Building C Plans
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APPENDIX E
Building A Plans
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1165 E TAYLOR ST.
VISTA, CA 92084
PROJECT ADDRESS:
ASSESSOR'S PARCEL NO.
OWNER:
GOVERNING AGENCY:
SCOPE OF WORK:
GOVERNING CODES:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
1712-505-600
CITY OF VISTA PUBLIC WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
CITY OF VISTA BUILDING DEPARTMENT
200 CIVIC CENTER DRIVE
VISTA, CA 92084
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA ENERGY CODE
2019 CALIFORNIA FIRE CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA GREEN BUILDING STANDARDS
DEMOLITION OF EXISTING BUILDINGS AND
CONSTRUCTION OF A NEW SINGLE-STORY
ADMINISTRATION BUILDING. ADDITION OF A
NEW PUBLIC DRIVEWAY ADJACENT TO A NEW
PUBLIC PARKING LOT. WORK ALSO INCLUDES:
- SITE GRADING
- IRRIGATION AND LANDSCAPING
- UTILITY CONNECTIONS
- FIRE IMPROVEMENTS
- PHOTOVOLTAICS
B
TYPE VB, SPRINKLERED
BUILDING AREA:
SITE AREA:
NUMBER OF STORIES:
9,998 S.F.
142,877 S.F.
(3.28 ACRES)
1 ALLOWABLE (G.F.A)ACTUAL
27,000 S.F.
(SPRINKLERED)
BUILDING HEIGHT:
22'-6"
ALLOWABLE ACTUAL
60'-0"
(SPRINKLERED)
PARKING:
1 10
11 REQUIRED ACTUAL
PUBLIC PARKING
ACCESSIBLE PARKING SPACES:
STANDARD PARKING SPACES:
TOTAL PUBLIC PARKING:
EXISTING PRIVATE PARKING
EXISTING ACCESSIBLE PARKING SPACES:
EXISTING STANDARD PARKING SPACES:
TOTAL EXISTING PRIVATE PARKING:
0 8
8 ARCHITECTURE
JEFF KATZ ARCHITECTURE
6353 Del Cerro Blvd
San Diego, CA 92120
(619) 698-9177
Contact: Jeff Katz, AIA
[email protected]
PLUMBING
McPARLANE & ASSOCIATES
4830 Viewridge Avenue
San Diego, CA 92123
(619) 277 -9721
Contact: Doug Isaaks, P.E.
[email protected]
ELECTRICAL
ELEN CONSULTING, INC.
9150 Chesapeake Dr., Suite 220
San Diego, CA 92123
(619) 550-1085
Contact: Anton Nathanson
[email protected]
LANDSCAPE
ASR LANDSCAPE ARCHITECTURE
P.O. BOX 7314
Rancho Santa Fe, CA 92067
(619) 992-8196
Contact: Andrew Reese, President
[email protected]
GEOTECHNICAL ENGINEER
GEOCON INCORPORATED
6960 Flanders Drive
(858) 558-6900
Contact: Rod Mikesell, Vice
President/Senior Engineer
[email protected]
CIVIL
DELANE ENGINEERING
4909 Murphy Canyon Road,
Suite 330
San Diego, CA 92123
(619) 787-5566
Contact: John Prince
[email protected]
STRUCTURAL
ORIE 2 ENGINEERING, INC.
9750 Miramar Road, Suite 310
San Diego, CA 92126
(619) 335-7843
Contact: Don Orie
[email protected]
MECHANICAL
McPARLANE & ASSOCIATES
4830 Viewridge Avenue
San Diego, CA 92123
(619) 277 -9721
Contact: Doug Isaaks, P.E.
[email protected]
PROJECT LOCATION:
CITY OF VISTA PUBLIC WORKS
PROJECT LOCATION:
CITY OF VISTA PUBLIC
WORKS
A REGISTERED CALIFORNIA ARCHITECT, CIVIL OR STRUCTURAL ENGINEER SHALL
OBSERVE THE WORK OF CONSTRUCTION AND SUBMIT AFFIDAVITS ATTESTING TO
THE COMPLIANCE OF THE CONSTRUCTION WITH THE APPROVED CONTRACT DOCUMENTS.
NOTE:
THE FOLLOWING WORK SHALL BE APPROVED AS A DEFERRED SUBMITTAL AND IS NOT UNDER THIS REVIEW:
- AUTOMATIC FIRE SPRINKLER SYSTEM
DEFERRED SUBMITTALS:
FOR SPECIAL INSPECTION SUMMARY, SEE SHEET S1.0.
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
TITLE SHEET
200102
T-1
BC
JK
MM
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
PROJECT DATA
PROJECT TEAM
VICINITY MAPLOCATION MAP
CITY OF VISTA PUBLIC WORKS DEPARTMENT
ADMINISTRATION BUILDING
1165 E TAYLOR ST. VISTA, CA 92084
FOR
CONSTRUCTION
05/18/21
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GRID
DETAIL
BUILDING SECTION
WALL TYPE
WINDOW TYPE
DOOR NUMBER
DATUM POINT
CORNER GUARD
FIRE EXTINGUISHER
CONTINUOUS, UNOBSTRUCTED AND
UNDIMINISHED PATH OF TRAVEL
ROOM NAME
ROOM NUMBER
INTERIOR ELEVATION
CG
FE
123
BUNK
AT LEAST ONE PORTABLE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2A10BC SHALL BE PROVIDED WITHIN 75' MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR (CFC 906, UFC STANDARD 10-1, TITLE 19, SECT. 3.29). SEE PLANS FOR LOCATIONS.
AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 4A2OBC SHALL BE PROVIDED OUTSIDE OF EACH MECHANICAL, ELECTRICAL OR BOILER ROOM. (CFC 906, UFC STANDARD 10-1, TITLE 19, SECT. 3.29). SEE PLANS FOR LOCATIONS.
COMPLETE PLANS AND SPECIFICATIONS FOR FIRE-EXTINGUISHING SYSTEMS,
INCLUDING AUTOMATIC SPRINKLERS AND WET AND DRY STANDPIPES, HALON
SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE-EXTINGUISHING SYSTEMS,
BASEMENT PIPE INLETS, AND OTHER FIRE-PROTECTION SYSTEMS AND
APPURTENANCES THERETO SHALL BE SUBMITTED BY THE CONTRACTOR TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. (CFC 901.2)
FIRE-EXTINGUISHING SYSTEMS SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH CBC 903.
ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER
SYSTEMS AND WATER-FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS 100 OR MORE. (CBC 904.3.1, CFC 903.4)
COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS INCLUDING
AUTOMATIC SPRINKLERS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE FIRE MARSHAL FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. (CFC 1001.3) INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH CFC 907.
AN APPROVED AUDIBLE SPRINKLER FLOW ALARM SHALL BE PROVIDED ON THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATION. AN APPROVED AUDIBLE
SPRINKLER FLOW ALARM TO ALERT THE OCCUPANTS SHALL BE PROVIDED IN THE INTERIOR OF THE BUILDING IN A NORMALLY OCCUPIED LOCATION.
ANY TIME A BUILDING IS OCCUPIED THE MEANS OF EGRESS SHALL BE ILLUMINATED AT AN INTENSITY OF NOT LESS THEN 1 FOOT-CANDLE AT THE FLOOR LEVEL.
EGRESS ILLUMINATION REQUIRES A SOURCE OF EMERGENCY POWER WHEN THE OCCUPANT LOAD IS 100 OR MORE.
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
DIMENSIONS SHOWN ON THE FLOOR PLANS, SECTIONS AND DETAILS ARE TO FACE OF
STUDS, COLUMN GRID LINES AND FACE OF CONCRETE AND BLOCK WALLS, UNLESS OTHERWISE NOTED OR SHOWN.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION.
ALL ITEMS ARE BASE BID UNLESS OTHERWISE NOTED OR SPECIFIED.
ALL DRAIN LINES WITHIN WALLS ARE TO BE WRAPPED IN SOUND INSULATION BATTS.
EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE.
CONTRACTOR SHALL PROVIDE ACCESS PANELS REQUIRED BY THE PLUMBING, AIR CONDITIONING AND OTHER INSTALLERS, AS REQUIRED BY CODE. ANY ACCESS PANEL IN A
FIRE RATED WALL OR CEILING SHALL HAVE THE SAME FIRE RATING AS THE WALL OR CEILING IN WHICH THEY OCCUR.
STRUCTURAL AND FIRE RESISTIVE INTEGRITY SHALL BE MAINTAINED AT PENETRATIONS FOR
MECHANICAL, PLUMBING, ELECTRICAL, AND COMMUNICATIONS PIPE, DUCT AND CONDUIT AS INDICATED.
PROVIDE FIRE BLOCKING AT FLOOR, CEILING AND MID HEIGHT OF WALLS OVER 10'-0".
STUCCO, PLASTER AND GYPSUM BOARD SHALL TERMINATE WITH A "J" MOLDING WHERE THE EDGE IS EXPOSED UNLESS NOTED OR SPECIFIED OTHERWISE.
A FLOOR OR LANDING NOT MORE THE 1/4" BELOW THE THRESHOLD IS REQUIRED AT EACH SIDE OF AN EXIT DOOR.
BRAND OR TRADE NAME, SUBSTITUTIONS OF "EQUALS": REQUESTS FOR SUBSTITUTIONS OF AN ITEM AS AN "EQUAL" TO ANY ITEM INDICATED OR SPECIFIED MUST BE INCLUDED AS A PART OF THE CONTRACTOR'S BID PROPOSAL, AS SPECIFIED IN THE GENERAL CONDITIONS.
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER GRAPHIC SCALE. DO NOT SCALE DRAWINGS.
IT SHOULD BE NOTED THAT WHILE EXISTING UTILITY DRAWINGS ARE AVAILABLE, THERE IS NO ASSURANCE THAT ALL UTILITIES ARE SHOWN. THE CONTRACTOR SHALL PROCEED WITH
CAUTION TO INSURE THAT ALL UTILITIES ENCOUNTERED, WHETHER OR NOT OF RECORD, SHALL BE PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ALSO TAKE PRECAUTIONS
NECESSARY TO PROTECT HIMSELF AND ALL EMPLOYEES FROM INJURY WHICH MAY BE CAUSED BY CONTACT WITH UTILITY SERVICES.
GYPSUM BOARD FOR FIRE RATED ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH CBC CHAPTER 7.
DOOR HARDWARE SHALL BE LEVER TYPE.
MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS.
FIRE DAMPER ASSEMBLIES, INCLUDING SLEEVES AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION.
INTERIOR FINISHES SHALL COMPLY WITH THE PROVISIONS OF CBC CHAPTER 8.
ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION.
ALL REQUIRED PERMITS MUST BE OBTAINED BEFORE BUILDING IS OCCUPIED.
BUILDING NUMBERS SHALL BE EASILY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
THE CONSTRUCTION, REMODEL, OR DEMOLITION OF A BUILDING SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY OF VISTA.
THESE PLANS AND ALL WORK SHALL COMPLY WITH THE CALIFORNIA BUILDING STANDARDS CODE FOUND IN THE STATE OF CALIFORNIA TITLE 24 CCR, AS AMENDED AND ADOPTED BY THE CITY OF VISTA.
CONTRACTOR SHALL THOROUGHLY COORDINATE ALL TRADES AS REQUIRED TO COMPLETE ALL WORK INDICATED AND NECESSARY FOR THE PROJECT.
CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES AND SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED DURING CONSTRUCTION.
EXIT SIGNS MUST BE INTERNALLY ILLUMINATED (UFC SEC. 1212.4 & CBC SEC.1006).
TWO SEPARATE POWER SUPPLIES SHALL BE PROVIDED FOR EXIT SIGNS PER(CBC SEC. 1006).
THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL
DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND
SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATION.
CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND / OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH
POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A
LICENSED LAND SURVEY OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT.
CONTRACTOR SHALL REPLACE IN KIND ANY TRAFFIC SENSORS DAMAGED DURING CONSTRUCTION.
PENETRATION OF FIRE RESISTIVE WALLS, FLOOR - CEILING ASSEMBLIES AND ROOF - CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SECTION 712 AND 713.
NO HAZARDOUS MATERIALS WILL BE USED OR STORED WITHIN THE BUILDING WHICH EXCEED THE QUANTITIES SHOWN ON CBC TABLE 307.1.
WHEN SERVING MORE THAN 100 SPRINKLER HEADS, AUTOMATIC SPRINKLER SYSTEMS SHALL
BE SUPERVISED BY AN APPROVED CENTRAL PROGRAM OR REMOTE STATION SERVICE OR
SHALL BE PROVIDED WITH A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION.
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
11. 12.
13. 14.
15. 16.
17. 18.
19. 20.
21. 22.
23. 24.
25. 26.
27. 28.
29. 30.
31. 32.
33. 34.
AND
ANGLE
AT
CENTERLINE
DIAMETER OR ROUND
POUND OR NUMBER
ACOUSTICAL
AREA DRAIN
ADJUSTABLE
AGGREGATE
ALUMINUM
APPROXIMATE
ARCHITECTURAL
ASPHALT
BOARD
BITUMINOUS
BUILDING
BLOCK
BLOCKING
BEAM
BOTTOM
CABINET
CATCH BASIN
CEMENT
CERAMIC
CORNER GUARD
CAST-IRON
CONTROL JOINT
CEILING
CAULKING
CLOSET
CLEAR
COLUMN
COMMUNICATION
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS
CORRIDOR
COUNTERSUNK
CERAMIC TILE
DOUBLE
DETAIL
DIAMETER
DIMENSION
DISPENSER
DOWN
DRAWER
DOWNSPOUT
DRY STANDPIPE
DRAWING
EAST
EACH
EXPANSION JOINT
ELEVATION
ELECTRICAL
ELEVATION
EMERGENCY
ENCLOSURE
EQUAL
EQUIPMENT
EXISTING
EXPOSED
EXPANSION
EXTERIOR
FIRE ALARM
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FIRE HOSE CABINET
FINISH
FLOOR
FLASHING
FLUORESCENT
FACE OF BLOCK
FACE OF CONCRETE
FACE OF FINISH
FACE OF STUDS
FULL SIZE
FOOT OR FEET
FOOTING
FURRING
FINISHED FLOOR ELEVATION
GAUGE
GALVANIZED
GRAB BAR
GLASS
GRADE
GYPSUM
HOSE BIB
HOLLOW CORE
HARDWOOD
HARDWARE
HOLLOW METAL
HORIZONTAL
HEIGHT
&
L
@
I
#
ACOUS.
A.D.
ADJ.
AGGR.
ALUM.
APPROX.
ARCH.
ASPH.
BD.
BITUM.
BLDG.
BLK.
BLKG.
BM.
BOT.
CAB.
C.B.
CEM.
CER.
CG
C.I.
CJ
CLG.
CLKG.
CLO.
CLR.
COL.
COMM
CONC.
CONN.
CONSTR.
CONT.
CORR.
CTSK.
C.T.
DBL.
DET
DIA.
DIM.
DISP.
DN.
DWR.
DS.
D.S.P.
DWG.
E.
EA.
E.J.
ELE.
ELEC.
ELEV.
EMER.
ENCL.
EQ.
EQPT.
EXST.
EXPO.
EXP.
EXT
F.A.
F.D.
FDN
F.E.
F.E.C.
F.H.C.
FIN.
FL
FLASH
FLUOR.
F.O.B.
F.O.C.
F.O.F.
F.O.S.
F.S.
FT
FTG.
FURR.
F.F.E.
GA.
GALV.
G.B.
GLASS
GR
GYP.
H.B.
H.C.
HDWD.
HDW.
H.M.
HORIZ.
H
INSIDE DIAMETER
INSULATION
INTERIOR
IRRIGATION
JOINT
LAMINATED
LAVATORY
MAXIMUM
MEDICINE CABINET
MECHANICAL
METAL
MANUFACTURER
MINIMUM
MISCELLANEOUS
MASONRY OPENING
MOUNTED
NORTH
NOT IN CONTRACT
NOT TO SCALE
OVERALL
ON CENTER
OUTSIDE DIAMETER
OPENING
OPPOSITE
PRE-CAST
PLATE
PLASTIC LAMINATE
PLASTER
PLYWOOD
PAIR
POINT
PAPER TOWEL DISPENSER
RECEPTACLE
RADIUS
ROOF DRAIN
REFERENCE
REFRIGERATOR
REINFORCED
REQUIRED
ROOM
ROUGH OPENING
RE-SAWN
REDWOOD
RAIN WATER LEADER
SOUTH
SOLID CORE
SEAT COVER DISPENSER
SCHEDULE
SOAP DISPENSER
SECTION
SHELF OR SHEET
SHOWER
SIMILAR
SPECIFICATION
SQUARE
STAINLESS STEEL
STATION
STANDARD
STEEL
STORAGE
STRUCTURAL
SUSPENDED
SYMMETRICAL
SHEET METAL
TOP OF CURB
TELEPHONE
TERRAZZO
TEMPERED GLASS
TONGUE AND GROOVE
THICK
TOP OF PAVEMENT
TOILET PAPER DISPENSER
TELEVISION
TYPICAL
TOP OF
TOP OF FRAMING
TOP OF MASONRY
TOP OF PARAPET
TOP OF SHEATHING
UNLESS OTHERWISE NOTED
URINAL
VERTICAL
VESTIBULE
VERIFY IN FIELD
PLUMBING VENT THRU ROOF
WEST
WITH
WATER CLOSET
WOOD
WITHOUT
WATERPROOF
WEAKENED PLANE JOINT
WAINSCOT
WEIGHT
I.D.
INSUL.
INT.
IRRIG.
JT.
LAM.
LAV.
MAX.
M.C.
MECH.
MET.
MFR.
MIN.
MISC
M.O.
MTD.
NO.
N.I.C.
N.T.S.
O.A.
O.C.
O.D.
OPNG.
OPP.
PC.
PL.
P.LAM.
PLAS.
PLYWD
PR.
PT.
P.T.DISP.
RECP.
RAD.
R.D.
REF.
REFR.
REINF.
REQ.
RM.
R.O.
RS.
RWD.
R.W.L.
SO.
S.C.
S.C.DISP.
SCHD.
S.DISP.
SECT.
SH.
SHR.
SIM
SPEC.
SQ.
ST.STL.
STA.
STD.
STL.
STOR.
STRUC.
SUSP.
SYM.
S.M.
T.C.
TEL.
TER.
TG
T&G
THK.
T.P.
T.P.DISP.
T.V.
TYP.
T.O.
T.O.F.
T.O.M.
T.O.P.
T.O.S.
U.O.N.
UR
VERT.
VEST.
V.I.F.
V.T.R.
W
W/
W.C.
WD.
W/O
WP.
WPJ
WSCT
WT.
L
o
C
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
TITLE SHEET
200102
T-2
BC
JK
KD
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
No.Description
S1.0 STRUCTURAL NOTES
S1.1 STRUCTURAL NOTES
S1.2 TYPICAL STRUCTURAL DETAILS
S1.3 TYPICAL STRUCTURAL DETAILS
S1.4 TYPICAL STRUCTURAL DETAILS
S1.5 TYPICAL STRUCTURAL DETAILS
S1.6 TYPICAL STRUCTURAL DETAILS
S2.0 FOUNDATION PLAN
S2.1 ROOF FRAMING PLAN
S3.1 STRUCTURAL SECTIONS
S4.1 STRUCTURAL DETAILS
S4.2 STRUCTURAL DETAILS
S4.3 STRUCTURAL DETAILS
S4.4 STRUCTURAL DETAILS
S4.5 STRUCTURAL DETAILS
S4.6 STRUCTURAL DETAILS
S4.7 STRUCTURAL DETAILS
M0.1 MECHANICAL GENERAL NOTES AND LEGEND
M0.2 MECHANICAL SCHEDULES
M0.3 MECHANICAL SCHEDULES
M1.1 MECHANICAL THERMAL ZONING PLAN
M2.1 MECHANICAL FLOOR PLAN
M2.2 MECHANICAL PIPING FLOOR PLAN
M2.3 MECHANICAL ROOF PLAN
M3.1 MECHANICAL DETAILS
M3.2 MECHANICAL DETAILS
M3.3 MECHANICAL DETAILS
M4.1 MECHANICAL CONTROL DIAGRAMS
M5.1 TITLE 24 DOCUMENTATION
P0.1 PLUMBING GENERAL NOTES AND LEGEND
P0.2 PLUMBING SCHEDULES
P1.0 PLUMBING SITE PLAN
P2.1 PLUMBING FLOOR PLAN
P2.2 PLUMBING ROOF PLAN
P3.1 PLUMBING ENLARGED VIEWS
P3.2 PLUMBING ENLARGED VIEWS
P4.1 PLUMBING RISER DIAGRAMS
P4.2 PLUMBING RISER DIAGRAMS
P5.1 PLUMBING DETAILS
E0.1 LEGENDS NOTES AND ABBREVIATIONS
E0.2 SINGLE LINE DIAGRAM AND CALCULATIONS
E0.3 PANEL SCHEDULES
E1.0 ELECTRICAL SITE PLAN
E2.0 FIRST FLOOR PLAN - POWER
E2.1 FIRST FLOOR PLAN - LIGHTING
E2.2 FIRST FLOOR PLAN - MECH
E3.0 ELECTRICAL ROOF PLAN
E4.1 ELECTRICAL DETAILS
E4.2 ELECTRICAL DETAILS
E4.3 ELECTRICAL DETAILS
E5.1 TITLE 24
E5.2 TITLE 24
E5.3 TITLE 24
PV0.1 ELECTRICAL PV SYMBOLS
PV0.2 ELECTRICAL PV NOTES
PV0.3 ELECTRICAL PV LABELS
PV1.0 SOLAR LAYOUT
PV2.0 PV SINGLE LINE DIAGRAM
PV2.1 DC SCHEMATIC DIAGRAM
PV3.0 PV SPECIFICATIONS
PV4.0 PV CALCULATIONS
No.Description
T-1 TITLE SHEET
T-2 TITLE SHEET
T-3 ACCESSIBILITY DETAILS
T-4 ACCESSIBILITY DETAILS
T-5 ACCESSIBILITY DETAILS
T-6 SIGNAGE ACCESSIBILITY DETAILS
T-7 SITE ACCESSIBILITY DETAILS
T-8 CALGREEN COMPLIANCE
C1.0 GENERAL CIVIL NOTES
C1.1 GENERAL CIVIL NOTES
C2.0 TYPICAL DETAILS
C2.1 TYPICAL DETAILS
C2.2 R-TANK DETAILS
C2.3 SITE SECTIONS
C3.0 DEMOLITION PLAN
C4.0 GRADING AND DRAINAGE PLAN
C5.0 WET UTILITY PLAN
C6.0 FINE GRADING AND PAVING PLAN
C7.0 HORIZONTAL CONTROL PLAN
C8.0 DMA/BMP SITE PLAN
C8.1 BMP MAINTANANCE PLAN
C9.0 EROSION CONTROL NOTES
C9.1 EROSION CONTROL PLAN
LT-1 LANDSCAPE TITLE SHEET
LP-1 LANDSCAPE PLANTING & CONSTRUCTION LEGENDS
LP-2 LANDSCAPE CONSTRUCTION PLAN
LP-3 LANDSCAPE CONSTRUCTION DETAILS
LP-4 LANDSCAPE PLANTING PLAN
LP-5 LANDSCAPE PLANTING DETAILS
LP-6 LANDSCAPE PLANTING DETAILS
LP-7 LANDSCAPE ADDITIONAL PLANTING NOTES AND SPECIFICATIONS LI-1 LANDSCAPE IRRIGATION LEGEND AND NOTES
LI-2 LANDSCAPE IRRIGATION PLAN
LI-3 LANDSCAPE IRRIGATION DETAILS AND NOTES
LI-4 LANDSCAPE IRRIGATION DETAILS AND NOTES
LI-5 HYDROZONE IRRIGATION PLAN
A0.1 EGRESS PLAN
A1.0 DEMOLITION SITE PLAN
A1.1 SITE PLAN
A1.2 ENLARGED SITE PLAN
A1.3 PATIO DETAILS
A1.4 SITE DETAILS
A1.5 SITE DETAILS
A1.6 SITE DETAILS
A2.1 FLOOR PLAN
A2.2 DIMENSION PLAN
A2.3 REFLECTED CEILING PLAN
A2.4 ROOF PLAN
A2.5 SLAB PLAN
A3.1 EXTERIOR ELEVATIONS
A3.2 EXTERIOR ELEVATIONS
A4.1 BUILDING SECTIONS
A4.2 BUILDING SECTIONS
A4.3 WALL SECTIONS
A4.4 WALL SECTIONS
A4.5 WALL SECTIONS
A4.6 WALL SECTIONS
A4.7 WALL TYPES
A4.8 WALL TYPES
A4.9 WALL TYPES
A5.1 ENLARGED PLANS & INTERIOR ELEVATIONS
A5.2 ENLARGED PLANS & INTERIOR ELEVATIONS
A5.3 ENLARGED PLANS & INTERIOR ELEVATIONS
A5.4 ENLARGED PLANS & INTERIOR ELEVATIONS
A6.1 FINISH SCHEDULES
A6.2 DOOR AND WINDOW SCHEDULE
A6.3 STOREFRONT SCHEDULE
A7.1 DOOR & STOREFRONT DETAILS
A7.2 DOOR & STOREFRONT DETAILS
A7.3 STOREFRONT AND WINDOW DETAILS
A7.4 ROOFING DETAILS
A7.5 ROOF DETAILS
A7.6 CURB DETAILS
A7.7 DETAILS
A7.8 DETAILS
A7.9 DETAILS
A7.10 DETAILS
SYMBOLS
FIRE NOTESGENERAL NOTESABBREVIATIONS SHEET INDEX
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 180 of 321
36 "
M
A
X
.
(
A
C
C
E
S
S
I
B
L
E
)
38 "
-
4 3
"
(
S
T
A
N
D
I
N
G
P
E
R
S
O
N
S
)
27 "
17 "
M
A
X
40 "
M
A
X
40 "
44 "
M
A
X
.
19 "
40 "
M
A
X
TO
R
E
F
L
E
C
T
I
V
E
S
U
R
F
A
C
E
IF
O
V
E
R
C
O
U
N
T
E
R
O
R
L
A
V
A
T
O
R
Y
(3
5 "
M
A
X
.
E
L
S
E
W
H
E
R
E
)
SPOUT. SPOUT SHALL BE
LOCATED 15" MIN.
FROM VERTICAL
SUPPORT AND 5" MAX
FROM FRONT EDGE OF
THE UNIT
TOILET TISSUE
PAPER TOWEL DISPENSER
WITH WASTE CONTAINER
PRIVACY
COVERS
DRINKING FOUNTAIN
MIRROR
27 "
M
I
N
.
36 "
40 "
M
A
X
.
TO
H
I
G
H
E
S
T
O
P
E
R
A
B
L
E
P
A
R
T
HAND DRYER
FINISHED FLOOR
4'-
0 "
M
A
X
TO
H
A
N
D
L
E
BABY CHANGING
STATION
34 "
M
A
X
.
M
I
N
.
M
A
X
.
M
I
N
.
MIN.
13 1/2"
ENTRANCES AND DOORS
THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17" AND A MAXIMUM OF 19" MEASURED TO THE TOP OF THE TOILET SEAT.
PROVIDE 17" MINIMUM - 18" MAXIMUM FROM THE CENTERLINE OF THE WATER CLOSET TO THE ADJACENT WALL.
TOILET AND URINAL FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE OPEN (WIDE) SIDE OF THE TOILET STALL.
TOILET AND URINAL FLUSH CONTROLS SHALL BE NO MORE THAN 44" ABOVE THE FLOOR.
THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS.
WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR SPACE 30" WIDE BY 48" LONG IN FRONT OF THE URINAL. AT LEAST ONE URINAL WITH 13 1/2" MIN. RIM PROJECTION FROM THE WALL AND A MAXIMUM OF 17" ABOVE THE FLOOR SHALL BE INSTALLED.
AMBULATORY STALLS ARE REQUIRED WHERE 6 OR MORE STALLS ARE PROVIDED WITHIN A
MULTIPLE ACCOMODATION TOILET ROOM OR WHERE THE COMBINATION OF URINALS AND WATER CLOSETS TOTALS SIX OR MORE FIXTURES. AMBULATORY ACCESSIBLE COMPARTMENTS SHALL BE 60" DEEP MIN. AND 35"MIN - 37" MAX WIDE. COMPARTMENT DOORS SHALL NOT SWING INTO THE MINIMUM REQUIRED COMPARTMENT AREA.
A CLEAR FLOOR SPACE 30" WIDE BY 48" LONG SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW FORWARD APPROACH. SUCH CLEAR SPACE SHALL ADJOIN OR
OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH LAVATORY.
LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 29" FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH 27" MINIMUM KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30" IN WIDTH WITH 8" MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE SAME WIDTH AND A MINIMUM OF 9 INCHES HIGH FROM THE FLOOR AND A MINIMUM OF 17"-19"MAXIMUM DEEP FROM THE FRONT OF THE LAVATORY.
HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.
MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL HAVE BOTTOM OF REFLECTIVE SURFACE 40" MAX. ABOVE FINISHED FLOOR; MIRRORS MOUNTED ELSEWHERE SHALL HAVE BOTTOM EDGE OF REFLECTIVE SURFACE 35" MAX. ABOVE FINISHED FLOOR.
TOP EDGE OF MIRRORS SHOULD BE 74" HIGH TO BE USEABLE BY AMBULATORY PEOPLE,
LOCATE PAPER TOWEL DISPENSERS, SANITARY NAPKIN DISPENSERS, AND WASTE RECEPTACLES WITH ALL OPERABLE PARTS NOT MORE THAN 40" FROM THE FLOOR.
LOCATE TOILET TISSUE DISPENSERS ON THE WALL 7-9" FROM THE FRONT OF THE WATER CLOSET TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 19" MIN. ABOVE FINISHED FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS.
DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINIOUS PAPER FLOW.
DOORS CANNOT SWING INTO THE REQUIRED CLEAR FLOOR SPACE AT ANY FIXTURE OTHER
THAN THE DOOR TO THE ACESSIBLE WATER CLOSET COMPARTMENT, A DOOR, IN ANY POSITION, MAY ENCROACH INTO THE TURNING SPACE BY 12" MAX CLEARANCE AROUND WATER CLOSET SHALL BE 60" WIDE x 56" DEEP PROVIDED IN FRONT OF THE WATER CLOSET, NO OTHER FIXTURES CAN BE LOCATED WITHIN THIS AREA. A MIN. 60" WIDE AND 48" DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET.
SANITARY NAPKIN DISPOSAL UNITS, IF PROVIDED, SHALL COMPLY WITH SECTION 11B-309.4
AND SHALL BE WALL MOUNTED AND LOCATED ON THE SIDE WALL BETWEEN THE REAR WALL
OF THE TOILET AND THE TOILET PAPER DISPENSER, ADJACENT TO THE TOILET PAPER DISPENSER. THE DISPOSAL UNIT SHALL BE LOCATED BELOW THE GRAB BAR WITH THE OPENING OF THE DISPOSAL UNIT 19 INCHES MINIMUM ABOVE THE FINISH FLOOR.
TOILET ROOM FIXTURES AND ACCESSORIES
ALL DOORWAYS LEADING TO SANITARY FACILITIES SHALL HAVE 32" CLEAR, UNOBSTRUCTED OPENINGS.
ALL SINKS, FAUCET CONTROLS, AND OPERATING MECHANISMS SHALL BE OPERABLE WITH
ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS.
LEVER-OPERATED, PUSH TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.
LAVATORIES SHALL BE MOUNTED WITH A MINIMUM DISTANCE OF 18" FROM A WALL OR PARTITION TO THE CENTER OF THE FIXTURE. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM AND/OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FLOOR.
SANITARY FACILITIES (GENERAL)
THE FLOOR OR LANDING LENGTH ON EACH SIDE OF AN ENTRANCE OR A PASSAGE DOOR SHALL BE LEVEL AND CLEAR AT LEAST 60" IN THE DIRECTION OF THE DOOR SWING AND AT LEAST 48" OPPOSITE THE DIRECTION OF THE DOOR SWING AS MEASURED AT RIGHT ANGLES TO THE FACE OF THE DOOR IN THE CLOSED POSITION. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 24" PAST THE STRIKE EDGE OF THE DOOR FOR DOORS WITH LATCH SIDE APPROACH AND 36" FOR DOORS REQUIRING HINGE SIDE APPROACH. REFER TO DETAIL B3 ON THIS DRAWING FOR ADDITIONAL CLEARANCE REQUIREMENTS.
THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2.
THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING) SHALL HAVE A SMOOTH UNINTERRUPTED
SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT
CREATING A TRAP OR HAZARDOUS CONDITION WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST. SURFACES ALONG THIS AREA MUST BE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER. CAVITITES CREATED BY KICK PLATES MUST BE CAPPED.
THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR EXTERIOR DOORS AND 5 LBS. FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS.
COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY NOT EXCEED 15 LBS.
DOOR CLOSERS REQUIRE AT LEAST 5 SECONDS TO CLOSE FROM AN OPEN POSITION OF 90 DEGREES TO 12 DEGREES FROM THE LATCH
EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORD "EXIT". EACH EXIT DOOR THAT LEADS DIRECTLY TO GRADE-LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP IS IDENTIFIED BY A TACTILE SIGN THAT STATES "EXIT STAIR DOWN," "EXIT RAMP DOWN," "EXIT STAIR UP," OR "EXIT RAMP UP" AS APPROPRIATE. EACH EXIT
DOOR THAT LEADS DIRECTLY TO GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT
ENCLOSURE OR EXIT PASSAGEWAY IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE". EACH ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR
OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE". EACH DOOR THROUGH AN HORIZONTAL EXIT IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "TO EXIT".
VISION LIGHTS MUST HAVE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43" MAX.
ABOVE FLOOR FINISH.
6. 7.
8. 9.
10. 11.
12. 1.
2. 3.
GRAB BARS SHALL BE LOCATED ON ONE SIDE AND THE BACK OF THE PHYSICALLY DISABLED TOILET STALL OR COMPARTMENT AND SHALL BE SECURELY ATTACHED 33" MINIMUM-36"
MAXIMUM, MEASURED TO THE TOP OF GRIPING SURFACE, ABOVE AND PARALLEL TO THE FLOOR.
GRAB BARS AT THE SIDE SHALL BE AT LEAST 42" LONG WITH THE FRONT END POSITIONED 54"MINIMUM FROM THE BACK OF THE STALL AND WITH THE FRONT END POSITIONED 24" MINIMUM IN FRONT OF THE WATER CLOSET. THE SIDE GRAB BAR SHALL BE LOCATED 12" MAXIMUM FROM THE REAR WALL. GRAB BARS AT THE BACK SHALL NOT BE LESS THAN 36" LONG AND SHALL EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12" MINIMUM ON ONE SIDE AND 24"MINIMUM ON THE OTHER SIDE.
THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4"MIN AND 2" MAXIMUM.
GRAB BARS WITH NON CIRCULAR CROSS SECTIONS SHALL HAVE A CROSS SECTION DIMENSION OF 2" MAXIMUM AND A PERIMETER DIMENSION OF 4" MIN AND 4.8" MAXIMUM.
IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-1/2".
GRAB BARS, AND ANY WALL OR OTHER SURFACE ADJACENT TO IT, SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS.
GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
GRAB BARS SHALL BE DESIGNED TO SUPPORT A 250 POUND FORCE.
NO OBJECT TO BE MOUNTED WITHIN 1 1/2" BELOW OR 12" ABOVE ANY GRAB BAR.
A CLEAR SPACE, MEASURED FROM THE FLOOR TO A HEIGHT OF 27" ABOVE THE FLOOR,
WITHIN THE SANITARY FACILITY ROOM, OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE OF A DIAMETER NOT LESS THAN 60 INCHES, OR A T SHAPED SPACE IN ACCORDANCE WITH 11B-304.3.2 SHALL BE PROVIDED.
CLEARANCE AROUND A WATER CLOSET SHALL BE 60“ MIN. MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56” MIN. MEASURED PERPENDICULAR FROM THE REAR WALL. A 48" LONG CLEAR SPACE IN FRONT OF WATER CLOSET SHALL BE PROVIDED IF THE COMPARTMENT HAS AN END OPENING DOOR (FACING THE WATER CLOSET). A 60" LONG
CLEAR SPACE SHALL BE PROVIDED IN COMPARTMENT WHEN DOOR IS LOCATED AT THE SIDE. GRAB BARS SHALL NOT PROJECT MORE THAN 3" INTO CLEAR SPACE SPECIFIED ABOVE.
WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32" WHEN LOCATED AT THE END, AND 34" WHEN LOCATED AT SIDE, WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION.
EXCEPT FOR DOOR OPENINGS, A CLEAR UNOBSTRUCTED ACCESS NOT LESS THAN 44" SHALL BE PROVIDED TO ALL WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY THE DISABLED.
THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL BE NOT LESS THAN 48" AS MEASURED AT RIGHT ANGLES TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION.
THE WATER CLOSET AND DOOR MANEUVERING CLEARANCE CANNOT OVERLAP IN THE ACCESSIBLE STALL.
STALL DOORS TO BE HINGED 4" MAXIMUM OPPOSITE THE WATER CLOSET FOR FRONT OR SIDE OPENING DOORS.
STALL DOORS CANNOT SWING INTO THE REQUIRED CLEAR AREA AT THE WATER CLOSET.
A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH.
MULTIPLE ACCOMMODATION TOILET ROOMS
WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL WHICH EXCEED 1/4", AND SHALL BE A MINIMUM OF 48" IN WIDTH.
SURFACE CROSS SLOPES SHALL NOT EXCEED 2%. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 5%.
OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN 1/2" DIAMETER. ENLONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.
WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL, IT SHALL COMPLY WITH THE PROVISIONS OF RAMPS.
WHEN ABRUPT CHANGES IN LEVEL NOT EXCEEDING 1/2" OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THE 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL (50%), EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL.
ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING 1/2" SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS AND RAMPS.
WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" x 60" AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48" x 44" DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK.
WALKS SHALL EXTEND A MINIMUM OF 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK.
WALK AND SIDEWALK SURFACES SHALL BE STABLE, FIRM, AND SLIP-RESISTANT.
ABRUPT CHANGES IN LEVEL 4" OR MORE IN A VERTICAL DIMENSION BETWEEN WALKS,
SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT SURFACES OR FEATURES SHALL BE IDENTIFIED BY A 6" MIN. HIGH CURB ABOVE WALK SURFACE OR GUARDRAIL W/ 2"-4"
CENTERED HIGH GUIDE RAIL
ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE TO AN ACCESSIBLE ENTRANCE.
SURFACE SLOPES OF PARKING SPACES FOR THE PHYSICALLY DISABLED SHALL NOT EXCEED 1/4 INCH PER FOOT (2% GRADIENT) IN ANY DIRECTION.
DISABLED PARKING SPACES SHALL BE LOCATED SO AS NOT TO REQUIRE USERS TO WHEEL
OR WALK BEHIND ANY OTHER NON-DISABLED OR DISABLED PARKING SPACE, OTHER THAN TO PASS BEHIND THE PARKING SPACE IN WHICH THEY PARKED.
IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO
PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF ADJACENT ACCESSIBLE ROUTES.
PARKING SPACES RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A
REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE
FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT, IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70" IN AREA AND, WHEN IN THE PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. WHEN NOT IN THE PATH OF TRAVEL SIGNS MAY ALSO BE ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MIN. HEIGHT OF 60" FROM THE PARKING
SPACE FINISHED GRADE, GROUND, OR SIDEWALK MEASURED TO THE BOTTOM OF THE SIGN.
ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE ISA SHALL STATE "MINIMUM FINE $250"
VAN ACCESSIBLE SPACES SHOULD BE IDENTIFIED WITH THE ADDITIONAL WORDS "VAN ACCESSIBLE" ON THE SPACE IDENTIFICATION SIGN. ONE IN EVERY SIX ACCESSIBLE SPACES, BUT NEVER LESS THAN ONE, MUST BE VAN ACCESSIBLE.
OBJECTS WITH LEADING EDGES BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO CIRCULATION PATH.
OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT.
OBJECTS MOUNTED ON POSTS / PYLONS MAY OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE GROUND OR FINISHED FLOOR.
PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE.
ANY OBSTRUCTION OVERHANGING A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80" ABOVE THE WALKING SURFACE AS MEASURED TO THE BOTTOM OF THE OBSTRUCTION.
GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS THAN 80". SUCH GUARDRAILS SHALL BE LOCATED 27" MAX ABOVE FINISHED FLOOR.
WALKS AND SIDEWALKS
PARKING
HAZARDS AND PROTRUDING OBJECTS
MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS 30" x 48". MINIMUM CLEAR FLOOR OR
GROUND SPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT. FLOOR OR GROUND SPACE FOR WHEEL CHAIRS MAY BE PART OF THE KNEE SPACE AND TOE CLEARANCE REQUIRED UNDER SOME OBJECTS. ONE
FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR SPACE.
ALCOVES ARE TO BE 60" WIDE WHEN GREATER THAN 15" DEEP.
PROVIDE AN ADDITIONAL 6" WIDTH ON ONE SIDE FOR ALCOVES GREATER THAN 24" DEEP AND DESIGNED FOR FRONT APPROACH.
CLEAR FLOOR SPACE FOR WHEELCHAIRS
1. 2.
3. GRAB BARS
ALL PRIMARY ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY DISABLED.
ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH ONE STANDARD INTERNATIONAL
SYMBOL OF ACCESSIBILITY SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS IDENTIFYING
THE LOCATION OF NEAREST ACCESSIBLE ENTRANCE, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS.
EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 36 INCHES IN WIDTH, AND NOT LESS THAN 80" IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE MOUNTED SO THAT THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 32".
LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A
PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE,
PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE
PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP, PINCH OR TWIST THE OPENING HARDWARE AND MUST BE OPERABLE WITH ONE HAND.
THE OPERABLE PARTS OF LEVER HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE MOUNTED BETWEEN 34" MINIMUM AND 44" MAXIMUM ABOVE THE FLOOR AND NOT REQUIRE MORE THAN 5 POUNDS OF FORCE TO OPERATE.
1. 2.
3. 4.
5. 1.
2. 3.
4. 5.
6. 7.
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
1. 2.
3. 4.
5. 1.
2. 3.
4. 5.
6. 7.
8. 9.
10. 11.
12. 13.
14. 1.
2. 3.
4. 5.
6. 7.
8. BASELINE OF THE HIGHEST LINE OF RAISED CHARACTER TO BE 60" MAXIMUM AND BASELINE OF THE LOWEST BRAILLE CELLS TO BE 48" MINIMUM ABOVE FINISHED FLOOR.
TACTILE ROOM IDENTIFICATION SIGNS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" MIN. x 18" MIN. CENTERED ON SIGN IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING.
SIGNAGE
1. 2.
ADDITIONAL REQUIREMENTS
THE TOP OF THE BOX OF THE OPERATING HANDLE OF SWITCHES INTENDED TO BE USED BY
OCCUPANTS OF A ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS,
APPLIANCES, OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL COMPLY WITH SECTION 11B-308 EXCEPT THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX.
ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL COMPLY WITH SECTION 11B-308 EXCEPT
THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX.
HIGHEST OPERABLE PART OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED NO LESS THAN 42" AND NOT MORE THAN 48" MEASURED VERTICALLY FROM ABOVE THE
LEVEL OF THE ADJACENT FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK TO THE HIGHEST POINT OF THE ACTIVATING HANDLE OR LEVER OF THE BOTTOM.
INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON BLUE BACKGROUND.
THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595C.
ALL CONTROLS TO BE 15" MIN. TO 48" MAX., REGARDLESS OF APPROACH. WHERE A HIGH
FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND
BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE MAX. HIGH FORWARD REACH SHALL BE 48" MAX WHERE THE REACH DEPTH IS 20"MAX. WHERE THE REACH DEPTH EXCEEDS 20" THE HIGH FORWARD REACH SHALL BE 44" MAX. AND THE REACH DEPTH SHALL BE 25" MAX. WHERE A CLEAR FLOOR
SPACE ALLOWS FOR A PARALLEL APPROACH AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION THE HEIGHT OF THE OBSTRUCTION SHALL BE 34" MAX AND THE DEPTH SHALL BE 24" MAX. THE HIGH SIDE REACH SHALL BE 48" MAX FOR A REACH DEPTH OF 10" MAX.
WHERE THE REACH DEPTH EXCEEDS 10" THE HIGH SIDE REACH SHALL BE 46" MAX WITH A REACH DEPTH OF 24" MAX.
ACCESSIBLE PORTIONS OF SERVICE COUNTERS TO BE 28"-34" HIGH, 36" MIN. WIDE AND MUST EXTEND THE SAME DEPTH AS THE ADJACENT COUNTERSPACE.
WHERE LOCKERS ARE PROVIDED FOR THE PUBLIC, AT LEAST 5% BUT NO FEWER THAN 1 OF EACH TYPE SHALL BE ACCESSIBLE.
1. 2.
3. 4.
5. 6.
7. 1.
2. 3.
4. 5.
6. 7.
*
PROVIDE THIS
ADDITIONAL
SPACE IF DOOR IS
EQUIPPED WITH
BOTH A LATCH
AND A CLOSER
18" MIN. CLR
INT. DOORS
24" MIN. CLR
EXT. DOORS
M
I
N
.
M
I
N
.
48 "
6 0
"
CLEAR, LEVEL
FLOOR SPACE
1.5% MAX SLOPE
IN ANY DIRECTION
PUSH SIDE
PULL SIDE
MIN.
FRONT APPROACH
12"
HINGE SIDE APPROACH
MIN.
54"
MIN.
36"
LATCH SIDE APPROACH
M
I
N
.
M
I
N
.
60 "
44 "
PUSH SIDE
PULL SIDE
M
I
N
.
M
I
N
.
60 "
44 "
MIN.
24"
PUSH SIDE
PULL SIDE
*
48" MIN. WHEN
DOOR HAS A
LATCH &
CLOSER
MIN.
24"
48" MIN. WHEN
DOOR HAS A
CLOSER22" MIN.
CLEAR, LEVEL
FLOOR SPACE
1.5% MAX SLOPE
CLEAR, LEVEL
FLOOR SPACE
1.5% MAX SLOPE
17 "
-
1 9
"
24" MIN.
42" MIN. GRAB BAR
54" MIN.
7" - 9"
12"
MAX.
MOUNT TOILET PAPER DISPENSER WITHIN 7-9" OF SEAT FRONT TO CENTERLINE AND 19" MIN AFF. ALLOW AT LEAST 1 1/2" CLEAR BELOW GRAB BAR.
PROVIDE FLUSH CONTROLS ON WIDE SIDE OF TOILET.
FLUSH CONTROLS SHALL NOT OBSTRUCT GRAB BARS WITHIN 1 1/2" BELOW OR 12" ABOVE.
FLUSH CONTROLS SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTING TO OPERATE AND SHALL NOT REQUIRE GREATER THAN 5# OF FORCE.
FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND.
FAUCET CONTROLS SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTING TO OPERATE AND SHALL NOT REQUIRE GREATER THAN 5# OF FORCE.
SELF CLOSING FAUCET VALVES SHALL REMAIN OPEN FOR A MIN OF 10 SECONDS.
RESTROOM ACCESSORIES - HIGHEST OPERABLE PART SHALL BE 40" MAX. AFF.
PROVIDE 5/8" U-SHAPED HANDLE ON INSIDE AND OUTSIDE OF TOILET COMPARTMENT DOOR NEAR THE LATCH.
COMPARTMENTS SHALL BE ARRANGED FOR LEFT-HAND OR RIGHT-HAND
APPROACH TO THE WATER CLOSET
33 "
-
3 6
"
T
O
T
O
P
19 "
M
I
N
.
TOILET PAPER
HOLDER
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
FINISHED FLOOR
NOTES
GRAB BAR
42" MIN.
60" MIN.
32" MIN.
42" MIN.
CENTERLINE OF ROLL
PAPER HOLDER
WITHOUT STOPS
7"
-
9 "
60 "
M
I
N
.
M
A
N
E
U
V
E
R
I
N
G
S
P
A
C
E
42 "
M
I
N
.
54 "
M
I
N
.
6" MAX
12 "
17" MIN
M
A
X
.
WALL, LAVATORY, OR
TOILET PARTITION
(WHERE OCCURS)
CONTROLS FOR
WATER CLOSETS SHALL
BE ON THE OPEN SIDE
CLR. OPENING
2'-10"
24 "
M
I
N
48 "
M
I
N
.
W
H
E
N
D
O
O
R
S
W
I
N
G
S
I
N
18" MIN
FOR 60"
DEEP
36" MIN.
12" MIN. 24" MIN.
4" MAX. AT TOILET
COMPARTMENT
WITHIN A MULTI-
ACCOMMODATION
FACILITY
18" MAX
ALTERNATE DOOR
LOCATION, FOR SIDE
OPENING DOOR,
SEE
T-4
C3
M
IN.
1 1/2" .
95 "
M
I
N
.
F
O
R
F
L
O
O
R
M
O
U
N
T
E
D
T
O
I
L
E
T
S
,
W
H
E
N
D
O
O
R
S
W
I
N
G
S
I
N
92 "
M
I
N
.
F
O
R
W
A
L
L
M
O
U
N
T
E
D
T
O
I
L
E
T
S
,
W
H
E
N
D
O
O
R
S
W
I
N
G
S
I
N
36 M
I
N
.
W
H
E
N
D
O
O
R
SW
I
N
G
S
I
N
DOOR PERMITTED
TO SWING OVER
HATCHED
PORTION OF
MANEUVERING
SPACE
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ACCESSIBILITY
DETAILS
200102
T-3
BC
JK
MM
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:3/4" = 1'-0"T-3
A3 MOUNTING HEIGHT REQUIREMENTS
SCALE:1/8" = 1'-0"T-3
D1 DISABLED ACCESS REQUIREMENTS
SCALE:1/2" = 1'-0"T-3
B3 REQUIRED CLEARANCES
SCALE:1" = 1'-0"T-3
D3 RESTROOM CLEARANCES
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 181 of 321
A U-SHAPED HANDLE
NOTE:
THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOORS TO ACCESSIBLE STALLS MUST BE EQUIPPED WITH A LOOP OR U-SHAPED HANDLE NEAR THE LATCH. THE
LATCH MUST BE FLIP-OVER STYLE, SLIDING OR OTHER HARDWARE OPERABLE
W/ONE HAND AND NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING
TO OPERATE
B LOOP HANDLE
34 "
M
I
N
44 "
M
A
X
NOTES:
1. 2.
3. 4.
5. 6.
DOORS TO THE ACCESSIBLE WATER, CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A SELF CLOSING DEVICE.
IF STANDARD COMPARTMENTS ARE USED, PROVIDE SELF CLOSING DEVICES. IF NON-STANDARD COMPARTMENT DOORS ARE USED, PROVIDE CLEARANCE AT THE STRIKE EDGE.
REQUIRED CLEAR OPENINGS FOR ACCESSIBLE STALL DOORS ARE AS FOLLOWS - SIDE ENTRY 34" CLEAR MIN - END ENTRY 32" CLEAR MIN.
PROVIDE 18x60 DOOR MANEUVERING CLEARANCE ON OUTSWINGING STALL DOORS.
U-SHAPED HARDWARE TO BE PROVIDED ON BOTH SIDES OF THE DOOR NEAR THE LATCH.
STALL DOOR CANNOT SWING INTO THE REQUIRED CLEAR FLOOR SPACE AT THE WATER CLOSET.
PILASTER
DOOR
HEADRAIL
FIN. FLOOR
9"
M
I
N
CL
R
SEE PLAN FOR HINGE SIDE
NOTES:
1. THE CONTROLS FOR THE FLUSH VALVE SHALL BE:
A. OPERABLE WITH ONE HAND.
B. NOT REQUIRE TIGHT GRASPING, PINCHING OR TWIST OF THE WRIST.
C. BE MOUNTED ON THE WIDE SIDE OF THE TOILET.
D. BE MOUNTED AT 44" A.F.F. MAXIMUM
E. ACTIVATED WITH A FORCE OF LESS THAN OR EQUAL TO 5 LBS.
F. ALLOW 1 1/2" CLEAR BELOW THE GRAB BAR TOPPING AND 12" CLEAR ABOVE GRAB BAR.
17"-18"
33 "
-
3 6
"
TO
T
O
P
12"
MIN
36" MIN
12"
MIN
6"
MAX
19 "
M
I
N
.
24" MIN
7"-9"
36" MAX
42" MIN12"
MAX
54" MIN.
17 "
T
O
19 "
33 "
-
3 6
"
TO
T
O
P
FINISH SURFACE OF
WALL OR PARTITION
TOILET PAPER
HOLDER W/O STOPS
B SIDE VIEWA FRONT VIEW
MIRROR
SOLID SURFACE
BACKSPLASH
& COUNTERTOP
BLOCKING
COUNTER MTD.
LAVATORY
INSULATE ALL
EXPOSED PIPING
NO SHARP OR
ABRASIVE
ELEMENTS UNDER
LAVATORY (COVER
ANGLE STOPS)
ROLLED EDGE
34" MAX. TO
HIGHEST
5"
M
A
X
.
8"
MIN
17"
MIN
6"
MAX
9"
M
I
N
NOTE:
1.THE ACCESSIBLE LAVATORIES SHALL COMPLY WITH THE FOLLOWING:
A. THE FAUCETS CONTROLS, AND OPERATING MECHANISM ARE:
1. THE TYPE WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST & BE OPERABLE W/ONE HAND.
2. HAS AN OPERATING FORCE OF LESS THAN OR EQUAL TO 5 LBS.
B. IF SELF-CLOSING VALVES ARE USED, THEY SHALL REMAIN OPEN FOR GREATER THAN 10 SECONDS.
C. CLEAR FLOOR SPACE NOT TO EXTEND MORE THAN 19" UNDER LAVATORY.
EDGE OF
COUNTER
OR LAV RIM
29" M
IN.
25" MAX.
17" MIN.
27" M
IN.ADJACENT
WALL
CLEAR
FLOOR
SPACE
30" MIN.
48" M
IN.
17" M
IN.
18" MIN.
60 "
M
I
N
.
C
L
R
36 "
M
I
N
17 "
M
I
N
-
1 8
"
M
A
X
6"
M
A
X
12"
MAX
42" MIN.
24" MIN. CLR
32 "
M
I
N
.
C
L
R
42 "
M
I
N
.
C
L
R
36" MIN. CLR
WHEN DOOR SWINGS IN
34" MIN. CLR
60" MIN.
54" MIN.
4"
MAX
59" CLR WITH
FLOOR-MOUNTED TOILET
56" CLR WITH WALL-HUNG TOILET
WITH INSWING DOOR
+ 18" MIN
FOR 60" DEEP
42 "
M
I
N
C4-B
T-4
C4-A
T-4
B1
T-4
24 "
M
I
N
12 "
M
I
N
6" MAX.
TOE
CLEARANCE
8"
MIN.
KNEE
CLEARANCE
17"
MIN
34 "
M
A
X
29 "
M
I
N
27 "
M
I
N
MIRROR
WALL
INSULATE ALL
EXPOSED PIPING
NO SHARP OR
ABRASIVE
ELEMENTS UNDER
LAVATORY (COVER
ANGLE STOPS)
NOTE:
1. THE ACCESSIBLE LAVATORIES SHALL COMPLY WITH THE FOLLOWING:
A. THE FAUCETS CONTROLS, AND OPERATING MECHANISM ARE:
1. THE TYPE WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.
2. HAS AN OPERATING FORCE OF LESS THAN OR EQUAL TO 5 LBS.
3. BE OPERABLE WITH ONE HAND
B. IF SELF-CLOSING VALVES ARE USED, THEY SHALL REMAIN OPEN FOR GREATER THAN 10
SECONDS
9"
M
I
N
ADJACENT
WALL
CLEAR
FLOOR
SPACE
30" MIN.
48" M
IN.
19" M
AX.
17" M
IN.
18" MIN.
60" MIN.
CLEAR
FLOOR SPACE
FOLDING
SEAT,
SEE
CL
1/2" MAX. THRESHOLD,
WITH MAX. 1:2 SLOPE
SID
E
/
S
E
A
T
W
A
L
L
BACK / CONTROL WALL
FAC
E O
F FINISH
30" M
IN.
36" M
IN.
19" MIN.- 27" MAX.CENTERLINE OF
CONTROLS OR HAND-
HELD SPRAYER
MOUNTING BRACKET
60" MIN. FACE OF FINISH
SID
E
W
A
L
L
FOR SHOWER ELEVATION,
REFERENCE
T-4
A4
1"
-
1 1
/
2 "
1" - 1 1/2"
1/4" MAX. GRATE
OPENINGS, DRAINS
TO BE FLUSH WITH
FLOOR SURFACE
T-4
A2
BACK / CONTROL WALL
SINGLE LEVER MIXING
VALVE CONTROL
L
18"
33"-36" TO
TO
P
FOLDING SEAT
C
39"-41"
M
O
UNTING
BRAC
KET
48" M
AX TO
TO
P O
F
27" MAX.
MAX 1:50 (2%) SLOPE IN ANY DIRECTION
FLEXIBLE HAND-HELD SPRAYER UNIT WITH
HOSE AT LEAST 59" LONG THAT CAN BE
USED BOTH AS A FIXED SHOWER HEAD AND
AS A HAND-HELD SHOWER
19" MIN.
27" MAX.
O
F C
O
NTRO
LS
48" M
AX TO
TO
P
.
34"
MAX.
MAXIMUM HEIGHT
TO COUNTER OR RIM
.
27" MIN.
MINIMUM HEIGHT
OF KNEE
CLEARANCE AT
SINK
MINIMUM 30" X 48"
CLEAR SPACE FOR
FRONT APPROACH
.
19" ABSOLUTE DEPTH OF
KNEE / TOE CLEARANCE
.
6-1/2" MAX.
DEPTH OF SINK
.
27" MIN.
MINIMUM 30" X 48" CLEAR
SPACE FOR FRONT APPROACH.
CLEAR FLOOR SPACE ADJOINS
AN ACCESSIBLE ROUTE.
.
19"
MIN.
.
TABLE OR COUNTER
HEIGHT:
28" MIN. TO
34" MAX.
30" MIN.
NOTES:
1. WHERE FOOD OR DRINK IS SERVED AT COUNTERS EXCEEDING 34" IN HEIGHT FOR CONSUMPTION BY CUSTOMERS SEATED OR STANDING AT THE COUNTER, A PORTION OF THE MAIN COUNTER WHICH IS 60" MINIMUM IN LENGTH SHALL BE PROVIDED.
2. WHEN A PARALLEL APPROACH IS PROVIDED KNEE CLEARANCE IS NOT REQUIRED.
3. PARALLEL APPROACH IS ALLOWED AT SALES AND SERVICES COUNTERS, NOT DINING AND WORK SURFACES. SEE
T-4
D3
PROVIDE MINIMUM 27"
HIGH, 30" WIDE, 19" DEEP
KNEE CLEARANCE AT
FORWARD APPROACH (NOT
REQUIRED AT PARALLEL
APPROACH)34" MAX.
HEIGHT
WHERE A SINGLE COUNTER
CONTAINS MORE THAN ONE
TRANSACTION STATION, SUCH
AS (BUT NOT LIMITED TO) A
BANK COUNTER WITH MULTIPLE
TELLER WINDOWS OR RETAIL
SALES COUNTER WITH MULTIPLE
CASH REGISTER STATIONS, AT
LEAST 5 PERCENT (5%), BUT
NEVER LESS THAN ONE, OF
EACH TYPE OF STATION SHALL BE
LOCATED AT A SECTION OF
COUNTER THAT IS AT LEAST 36"
LONG AND NO MORE THAN
28"-34" HIGH
.
36" MIN. WIDTH
48" MIN.
30" MIN.
THE ACCESSIBLE COUNTERS SHALL BE THE SAME DEPTH AS STANDARD COUNTERS
PARALLEL APPROACH IS NOT ALLOWED AT DINING AND WORK SURFACES NOTE:
1. 2.
MINIMUM 48" X 3-" CLEAR SPACE FOR
PARALLEL APPROACH. CLEAR FLOOR
SPACE ADJOINS AN ACCESSIBLE ROUTE.
MIN.
60" TURNING SPACE
60" M
IN.
24" MAX.
20" MIN
4'-0" M
IN.78" TYP.
84" TYP.
DOOR TO SWING OUT.
MANEUVERING CLEARANCES:
* 12"X 48" AT PUSH SIDE,
** 18" X 60" AT PULL SIDE
30" x 48" CLEAR
FLOOR SPACE
BENCH
(17"-19"
AFF)
**
*
COAT HOOK,
48" MAX HEIGHT AFF.
MIRROR 18" WIDE MIN BY 54" HIGH
MAX AND SHALL BE MOUNTED IN A
POSITION AFFORDING A VIEW TO A
PERSON ON THE BENCH AS WELL AS
TO A PERSON IN A STANDING
POSITION. MIRROR TO BE INSTALLED
SO THAT BOTTOM OF REFLECTING
SURFACE IS 20" MAX AFF.
NOTE:
DOOR CLOSERS, IF PRESENT, MUST BE SET SO
THAT IT TAKES THE DOOR AT LEAST 5
SECONDS FROM 90 DEGREES TO 12
DEGREES FROM THE LATCH
CLOSER NOTE:
INTERIOR DOOR / EXTERIOR DOOR 5 LBS.
MAX FIRE RATED DOOR 15 LBS. MAX FORCE
TO OPERATE
90 DEGREES
5 SECONDS MIN.
12 D
EG
REES
34 "
-
4 4
"
FLOOR
OPERABLE PARTS
OF HARDWARE
24" MIN.
1 1/2" MAX
2 1/2" M
AX.
15" M
IN - 16" M
AX
SE
A
T
W
A
L
L
2 1/2" MAX
1 1/2" M
AX.
23" MAX.
22" MIN.
15" M
AX.
14" M
IN.
FULL DEPTH O
F STALL
16" MAX.
15" MIN.(A) FOLDING SEAT AT 30
x 60 ROLL-IN SHOWER
(B) FOLDING SEAT AT 36 x 60
ROLL-IN SHOWER
NOTES:
1. WHEN FOLDED, THE SHOWER SEAT DOES NOT EXTEND MORE THAN 6" FROM THE MOUNTING WALL.
2. SHOWER SEAT PROVIDES MINIMUM STRUCTURAL STRENGTH TO SUPPORT A 250 LB. POINT LOAD.
3. GRAB BARS ARE LOCATED ON WALLS ADJACENT TO AND OPPOSITE THE SEAT.
4. CONTINUOUS L-SHAPED GRAB BAR IS PROVIDED ALONG THE WALLS OPPOSITE FROM AND ADJACENT TO THE SEAT (BUT NOT TO EXTEND TO INCLUDED THAT PORTION OF WALL OVER THE SEAT.
5. THE TOP OF THE SEAT SHALL BE 17" MIN. AND 19" MAX. ABOVE FINISH FLOOR.
6. THE SEAT SHALL BE INSTALLED SO THAT IT EXTENDS TO A POINT WITHIN 3" OF THE COMPARTMENT ENTRY.
SID
E
/
C
O
N
T
R
O
L
W
A
L
L
FRONT / SEAT WALL
BACK /
CONTROL WALL
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ACCESSIBILITY
DETAILS
200102
T-4
BC
JK
MM
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1/4" = 1'-0"T-4
B2 TOILET DOOR STALL HARDWARE
SCALE:1/4" = 1'-0"T-4
B1 TOILET STALL DOOR
SCALE:1/4" = 1'-0"T-4
C4 WATER CLOSET REQUIREMENTS
SCALE:1/2" = 1'-0"T-4
C1 COUNTER MOUNTED LAVATORY
SCALE:1/2" = 1'-0"T-4
C3 TOILET STALL - SIDE OPENING
SCALE:1/2" = 1'-0"T-4
C2 WALL MOUNTED LAVATORY
SCALE:3/4" = 1'-0"T-4
A3 ACCESSIBLE 30 X 60 ROLL-IN SHOWER
SCALE:1/2" = 1'-0"T-4
A4 ACCESSIBLE 30 X 60 ROLL-IN SHOWER - ELEVATION
SCALE:N.T.S.T-4
D1 ACCESSIBLE SINK
SCALE:N.T.S.T-4
D2 ACCESSIBLE TABLE OR COUNTER WITH FORWARD APPROACH
SCALE:N.T.S.T-4
D3 ACCESSIBLE SALES COUNTER WITH PARALLEL APPROACH
SCALE:3/8" = 1'-0"T-4
D4 DRESSING ROOM DETAIL
SCALE:1/4" = 1'-0"T-4
A1 ACCESSIBLE HARDWARE REQUIREMENTS
SCALE:1" = 1'-0"T-4
A2 SHOWER SEAT
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 182 of 321
5/8" TYPE "X" GYP. BD.
BOTH SIDES
STUDS W/ INSULATION
RECESSED FIRE
EXTINGUISHER CABINET
2ND LAYER 5/8" TYPE "X" GYP. BD. LINING
(EXCEPT AT FIRE RATED WALLS)
NOTE:
1. CONFORM TO ALL REQUIREMENTS
OF #10 NFPA. TITLE 19 CCR & LOCAL
FIRE MARSHALL REQUIREMENTS
2. OPERABLE PARTS SHALL BE
OPERABLE W/ ONE HAND AND SHALL
NOT REQUIRE TIGHT GRASPING,
PINCHING OR TWISTING OF THE
WRIST. THE FORCE REQUIRED TO
ACTIVATE OPERABLE PARTS SHALL BE
5LBS MAX.
48" MAX. A.F.F. TO TOP OF
HANDLE (OR HIGHEST OPERABLE
PART)
5/8" TYPE "X" GYP. BD.
BOTH SIDES
STUDS W/ INSULATION
FIRE EXTINGUISHER, MOUNT
48" MAX. A.F.F. TO TOP OF
HANDLE (OR HIGHEST
OPERABLE PART)
PROVIDE 4x4 BLOCKING W/
SIMPSON A34 CLIP T & B
EACH END
FLO
O
R FINISH
27" M
AX. TO
MOUNTING BRACKETS PER
SPEC
4" MAX
CLEARANCE
8" MIN. - KNEE 6" MAX. TOE CLEARANCE
DEPTH
17" MIN.
18" TO 19"
9" M
IN.
27" M
IN.
36" M
AX. ***
* EQUIPMENT PERMITTED
IN SHADED AREA
SPOUT HEIGHT AND KNEE CLEARANCE AT DRINKING FOUNTAINS
48" MIN.
32" M
IN. C
LR
18" MIN. **
CLEAR FLOOR SPACE AT DRINKING
FOUNTAIN ALCOVES
** AT ALL ALCOVES DEEPER THAN 24" ADDITIONAL 6" MANEUVERING CLEARANCE IS REQUIRED, SEE CBC 11B-305.75"MAX 15" MIN.
11"MIN 9"MIN
NOTE: THE FLOW OF WATER SHALL BE ACTIVATED BY A MANUALLY OPERATED SYSTEM THAT IS FRONT OR SIDE MOUNTED AND LOCATED WITHIN 6" OF THE FRONT EDGE OF THE FOUNTAIN. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4" HIGH MIN. AND SHALL BE LOCATED 5"MAX FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY FROM THE FRONT. WHERE SPOUTS ARE LESS THAN 3" FROM THE FRONT THE ANGLE OF WATER SHALL BE 30 DEGREES MAX. WHERE SPOUTS ARE BETWEEN 3"-5" FROM FRONT THE ANGLE OF WATER SHALL BE 15 DEGREES MAX.
*** SPOUT HEIGHT FOR STANDING PERSONS
SHALL BE 38"HIGH MIN. AND 43"HIGH MAX.
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ACCESSIBILITY
DETAILS
200102
T-5
BC
JK
MM
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1" = 1'-0"T-5
D4 FIRE EXTINGUISHER CABINET
SCALE:1/2" = 1'-0"T-5
D3 DRINKING FOUNTAIN
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 183 of 321
1/4" THICK SOLID PLASTIC SIGN -
ATTACH W/ ADHESIVE, COLOR TO
MATCH
12 "
BRAILLE: GRADE 2
TEXT:5/8" HIGH MINIMUM -2" MAXIMUM,
UPPERCASE SANSERIF 1/32" RAISED LETTERS
POSITIONED DIRECTLY BELOW PICTOGRAM
BUT NOT IN PICTOGRAM FIELD
1/4" - WIDE RAISED 1/32" (EQ
TRIANGLE AND CIRCLE FOR
ALL-GENDER RESTROOM),
COLOR TO MATCH:
EXTERIOR - PT-7
INTERIOR - PT-3
INSTALLATION: SIGNS TO BE INSTALLED SO THAT TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48" MINIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60"
MAXIMUM CENTERED ABOVE FINISH FLOOR MEASURED FROM THE
HIGHEST LINE OF RAISED CHARACTERS.
TEXT INSTALLATION: 58-60" CENTERED ABOVE
FINISH FLOOR, CENTER OF DOOR
COLOR OF PICTOGRAM:PICTOGRAMS &
THEIR FIELD SHALL HAVE A NON-GLARE
FINISH. PICTOGRAMS SHALL CONTRAST W/
THEIR FIELD W/ EITHER A LIGHT PICTOGRAM
ON A DARK FIELD OR A DARK PICTOGRAM
ON A LIGHT FIELD.
1/4" THICK SOLID PLASTIC SIGN -
ATTACH W/ADHESIVE, COLOR TO
MATCH PT-1
RESTROOMS
58 -
6 0
"
AF
F
GRADE 2 BRAILLE
NOTES:
1. DOOR SYMBOL AND TEXT SHOWN IS FOR SINGLE OCCUPANCY ALL- GENDER RESTROOM.
2. EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED.
CORNERS OF SIGNS SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH.
CIRCLE TO CONTRAST
WITH DOOR. TRIANGLE TO
CONTRAST WITH CIRCLE
6"
6"
60 "
M
A
X
.
AF
F
48 "
M
I
N
.
AF
F
NOTES:
1. DESIGNATION SIGNS ARE NOT REQUIRED, BUT IF PROVIDED MUST COMPLY WITH SIGNAGE REQUIREMENTS, SEE DETAIL C1/T-6
2. THE FOLLOWING SIGNS ILLUSTRATE ACCEPTABLE EXAMPLES FOR DESIGNATION SIGN TEXT:
MEN WOMEN
12"
58 -
6 0
"
A
.
F
.
F
.
T
O
C
E
N
T
E
R
L
I
N
E
1/4" THICK 12" EQUILATERAL
TRIANGLE COLOR TO
CONTRAST W/ DOOR
LETTERS 1/32" RAISED.
CONTRASTING W/
BACKGROUND
COLOR TO CONTRAST W/
DOOR COLOR
LETTERS 1/32" RAISED.
CONTRASTING W/ BACKGROUND.
1/4" THICK 12" DIA. COLOR TO
CONTRAST W/ DOOR
12"
1"1"
6"6"
58 -
6 0
"
A
.
F
.
F
.
T
O
C
E
N
T
E
R
L
I
N
E
NOTES:
1. ALL SIGNAGE SHALL CONFORM TO CBC & ADAAG
SEE DOOR SCHEDULE FOR LOCATIONS AND TEXT
WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAF, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" MINIMUM BY 18" MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL BE LOCATED AT THE ENTRANCE TO, AND OUTSIDE OF THE ROOM OR SPACE. WHERE PROVIDED, SIGNS IDENTIFYING EXITS SHALL BE LOCATED AT THE EXIT DOOR WHEN APPROACHED IN THE DIRECTION OF EGRESS TRAVEL.
2. 3.
TOILET
ROOM
SIGNAGE
B DOOR MOUNTED SIGNSA WALL MOUNTED SIGNS
ACTIVE
LEAF
ACTIVE
LEAF
ACTIVE
LEAF
58"-60" TO
C
ENTERLINE
.
REQUIRED AT SIGN
18" WIDE x 18" DEEP
CLEAR FLOOR SPACE
SIGN
.
SIGN
REQUIRED AT SIGN
18" WIDE x 18" DEEP
CLEAR FLOOR SPACE
.
B.O
. BRAILLE
48" M
IN TO
TO
P LINE O
F TEXT
60" M
AX TO
B.O
.
ROOM
NAME
ROOM
NAME
ROOM
NAME
B.O
. BRAILLE
48" M
IN TO
TO
P LINE O
F TEXT
60" M
AX TO
B.O
.
(A) SYMBOL PROPORTIONS (B) DISPLAY CONDITIONS
6".
6".
NOTE: PROVIDE ACCESSIBILITY SIGN AT ALL ACCESSIBLE ENTRANCE DOORS
THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE COLOR NO.15090 IN FEDERAL STANDARD 595C.
WEST STAIR
2 NO ROOF ACCESS
NOTES:
1. TACTILE FLOOR IDENTIFICATION SIGNS SHALL BE LOCATED AT THE LANDING OF EACH FLOOR LEVEL,
PLACED ADJACENT TO THE DOOR ON THE LATCH SIDE, IN ALL ENCLOSED STAIRWAYS IN BUILDINGS TWO OR MORE STORIES IN HEIGHT TO IDENTIFY THE FLOOR LEVEL.
2. AT THE EXIT DISCHARGE LEVEL, THE SIGN SHALL INCLUDE A RAISED FIVE POINTED STAR LOCATED TO THE LEFT OF THE IDENTIFYING FLOOR LEVEL. THE OUTSIDE DIAMETER OF THE STAR SHALL BE THE SAME AS
THE HEIGHT OF THE RAISED CHARACTERS
3. FOR OTHER SIGNAGE REQUIREMENTS REFERENCE 2016 CBC SEC. 11B-703 12" M
IN.
18" MIN.
M
IN.
1 1/2"
5" M
IN.
NUMBER DESIGNATING THE
FLOOR LEVEL SHALL BE LOCATED
IN THE CENTER OF THE SIGN. THE
MEZZANINE LEVELS SHALL HAVE
THE LETTER "M" PRECEDING THE
FLOOR LEVEL. BASEMENT LEVELS
SHALL HAVE THE LETTER "B"
PRECEDING THE FLOOR NUMBER
LETTERS DESIGNATING THE
IDENTIFICATION OF THE STAIR
ENCLOSURE SHALL BE PLACED
AT THE TOP OF THE SIGN
1"
THE STAIRWAY'S UPPER
TERMINUS SHALL BE PLACED
UNDER THE STAIRWAY
IDENTIFICATION
FOR BRAILLE AND OTHER
IDENTIFICATION SIGNAGE
REQUIREMENTS, SEE
T-6
C1
B1 THROUGH 4 1"
LOWER AND UPPER TERMINUS OF
THE STAIRWAY
WHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND FUNCTIONAL SPACES OF A BUILDING OR SITE, THEY SHALL COMPLY WITH THE FOLLOWING:
1. FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH.
CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.
2. PROPORTIONS.CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60 PERCENT MINIMUM TO 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I".
3. CHARACTER HEIGHT.MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE 11B-703.5.5. VIEWING
DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER "I". SEE
T-6
C4
HEIGHT TO FINISH
FLOOR OR GROUND
FROM BASELINE OF
CHARACTER
HORIZONTAL
VIEWING
DISTANCE
MINIMUM
CHARACTER
HEIGHT
40 INCHES TO
LESS THAN OR
EQUAL TO
70 INCHES
GREATER THAN
70 INCHES TO
LESS THAN OR
EQUAL TO
120 INCHES
GREATER THAN
120 INCHES
LESS THAN 72 INCHES
LESS THAN 180 INCHES
LESS THAN 21 FEET
72 INCHES
AND GREATER
180 INCHES
AND GREATER
21 FEET
AND GREATER
5/8 INCH
5/8 INCH PLUS
1/8 INCH PER FOOT
OF VIEWING
DISTANCE ABOVE 72
INCHES
2 INCHES
2 INCHES PLUS
1/8 INCH PER FOOT
OF VIEWING
DISTANCE ABOVE 180
INCHES
3 INCHES
3 INCHES PLUS
1/8 INCH PER FOOT
OF VIEWING
DISTANCE ABOVE 21
FEET
NOTE: THE MINIMUM HEIGHT IS
MEASURED USING AN
UPPERCASE LETTER "I". LOWER
CASE CHARACTERS ARE
PERMITTED. VIEWING DISTANCE
SHALL BE MEASURED AS THE
HORIZONTAL DISTANCE
BETWEEN THE CHARACTER AND
AN OBSTRUCTION PREVENTING
FURTHER APPROACH TOWARDS
THE SIGN.
WHEN SIGNS IDENTIFY PERMANENT ROOMS AND SPACES OF A BUILDING, THEY SHALL COMPLY WITH THE FOLLOWING:
1. FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS
SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.
2. PROPORTIONS.CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WI DTH OF THE UPPERCASE LETTER "O" IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I".
3. RAISED CHARACTERS AND PICTOGRAM SYMBOL SIGNS. WHEN RAISED CHARACTERS ARE REQUIRED OR WHEN PICTORIAL SYMBOLS (PICTOGRAMS) ARE USED ON SUCH SIGNS, THEY SHALL CONFORM TO THE FOLLOWING:
A. CHARACTER STYLE. CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS.
B. CHARACTER HEIGHT. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELI NE OF THE CHARACTER SHALL BE 5/8” MIN. AND 2” MAX. BASED ON THE HEIGHT OF THE UPPERCASE LETTER “I”.
C. PICTORIAL SYMBOLS.PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6" MIN. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD.
D. CHARACTER PLACEMENT. BRAILLE SHALL BE POSITIONED BELOW CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW ENTIRE TEXT, AND SEPARATED 3/8" MIN. AND 1/2" MAX. FROM ANY OTHER TACTILE CHARACTERS AND 3/8" MIN. FROM RAISED BORDERS AND DECORATIVE ELEMENTS.
4. BRAILLE. CONTRACTED GRADE 2 BRAILLE SHALL BE PLACED A MIN. OF 3/8" AND A MAX. OF 1/2" DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. WHEN TACTILE TEXT IS MULTILINED, ALL BRAILLE IS PLACED BELOW ALL LINES OF TACTILE TEXT. DOTS SHALL BE 1/10" ON CENTER IN EACH CELL WITH 3/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED 0.025" MIN.- 0.037"MAX. ABOVE THE BACKGROUND. BRAILLE DOTS SHALL BE DOMED OR ROUNDED. THE
INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS.
5. MOUNTING LOCATION AND HEIGHT. SIGNS TO BE MOUNTED ON WALL ADJACENT TO THE LATCH SIDE OF THE DOOR.
MOUNTING HEIGHT TO BE 48" MINIMUM FROM THE BASELINE OF THE LOWEST BRAILLE CELLS TO 60" MAXIMUM AFF TO THE HIGHEST LINE OF RAISED CHARACTERS. SIGNS TO BE MOUNTED SO AS TO AVOID THE SWING OF A DOOR OR PROTRUDING OBJECT. SEE
T-6
B3
WHEN SIGNS IDENTIFY, DIRECT TO, OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS AND FEATURES OF A
BUILDING OR SITE, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITY AND SHALL COMPLY WITH THE FOLLOWING:
1.FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH.
CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.
2.SYMBOLS OF ACCESSIBILITY. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS. (2016 CBC SEC. 11B-703.7.2.1). SEE SYMBOL ON
T-6
B2
TACTILE LETTERS
TACTILE LETTERS
BRAILLE
BRAILLE
EXIT ROUTE
BACK PAINT
1/4" THICK CLEAR ACRYLIC,
BACKPAINTED
3"
6"
3"
1" TYP
6"
PT
3 PT
1 PT
3 LEFT JUSTIFY SIGN TEXT AND BRAILLE
FOR ADDITIONAL IDENTIFICATION SIGNAGE
REQUIREMENTS, REFERENCE
T-6
C1
TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS:
1. EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD, "EXIT".
2. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE:
A. "EXIT STAIR DOWN" B. "EXIT RAMP DOWN"
C. "EXIT STAIR UP"D. "EXIT RAMP UP"
3. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE".
4. EACH EXIT ACCESS DOOR FROM AND INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE".
5. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS, "TO EXIT".
6. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM AND 1/2 INCH (12.7 MM) MAXIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS.
EXIT1" TYP.
100
NOTES:
1. REFER TO DOOR SCHEDULE FOR SIGN LOCATION AND VERBIAGE. VERIFY ALL TEXT WITH ARCHITECT PRIOR TO FABRICATION.
2. REFER TO SIGNAGE DETAIL ON ARCHITECTURAL SHEETS FOR SPECIFIC SIGN DESIGN, COLORS AND FINISHES.
AS REQ
UIRED
HEIG
HT
LENGTH AS REQUIRED
.
CORRESPONDING
GRADE II BRAILLE
LETTERS AND NUMERALS SHALL
BE RAISED 1/32" MINIMUM,
UPPER CASE, SAN SERIF TYPE
AND SHALL BE ACCOMPANIED
WITH GRADE II BRAILLE.
RAISED CHARACTERS SHALL BE
AT LEAST 5/8" HIGH, BUT NO
HIGHER THAN 2"
FOR OTHER IDENTIFICATION SIGNAGE REQUIREMENTS, SEE T-6 C1
ECKEFRAI
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FEAT
ST
LFCAOI
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C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SIGNAGE
ACCESSIBILITY
DETAILS
200102
T-6
BC
JK
MM
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1 1/2" = 1'-0"T-6
A1 RESTROOM SIGNAGE
SCALE:1 1/2" = 1'-0"T-6
A3 DOOR MOUNTED TOILET ROOM SIGNAGE
SCALE:1/4" = 1'-0"T-6
B3 SIGNAGE DETAIL
SCALE:NTST-6
B2 INTERNATIONAL SYMBOL OF ACCESSIBILTY SIGNAGE
SCALE:1 1/2" = 1'-0"T-6
B1 FLOOR IDENTIFICATION SIGNAGE
SCALE:NTST-6
C2 DIRECTIONAL AND INFORMATIONAL SIGNS
SCALE:NTST-6
C4 VISUAL CHARACTER HEIGHT TABLE
SCALE:NTST-6
C1 IDENTIFICATION SIGNS
SCALE:NTST-6
C3 ACCESSIBILITY SIGNS
SCALE:3" = 1'-0"T-6
D3 TACTILE EXIT SIGNS
SCALE:1 1/2" = 1'-0"T-6
D4 ROOM IDENTIFICATION SIGNAGE
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 184 of 321
1 10
10% MAX.
48" MIN.
2% MAX.
8.33% MAX.
.
48" MIN.
NOTE: SLOPE OF LANDING AREA DOES NOT
EXCEED 2% IN ANY DIRECTION
WALL OR OTHER OBSTRUCTION
NOTES:
1. THE CROSS SLOPE OF CURB RAMPS AND BLENDED TRANSITIONS SHALL BE 1:48 MAXIMUM.
2. FINISHED SURFACE OF RAMP IS STABLE, FIRM, AND SLIP RESISTANT.
3. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES.
COUNTER SLOPES SHALL NOT BE STEEPER THAN 1:20 WITHIN 24" OF CURB RAMP.
4. DETECTABLE WARNING SURFACE IS REQUIRED ON SHADED PORTION OF THE RAMP. DETECTABLE WARNINGS SHALL EXTEND 36" IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OF THE RAMP RUN (EXCLUDING
FLARED SIDES) SEE
NOTE: COUNTER SLOPES
OF ADJOINING GUTTERS
& ROAD SURFACES
ADJACENT TO AND
WITHIN 24" OF A CURB
RAMP SHALL NOT BE
STEEPER THAN 1:20
T-7
B1
8" MAX
6"MIN
48" MIN.
WALL OR
OTHER
OBSTRUCTION
48" MIN.
.
8.33% MAX
.
8.33% MAX
NOTE: SLOPE OF
LANDING AREAS DO NOT
EXCEED 2% IN ANY
DIRECTION
NOTE: SURFACE WILL REQUIRE 36" SECTION OF
TRUNCATED DOMES IF FLAT TRAVEL SURFACE
ADJOINS VEHICULAR TRAFFIC WAY, SEE
60" MIN. RECOMMENDED
48" MIN. REQ'D
NOTES:
1. THE CROSS SLOPE OF CURB RAMPS AND BLENDED TRANSITIONS SHALL BE 1:48 MAXIMUM.
2. FINISHED SURFACE OF RAMP IS STABLE, FIRM, AND SLIP RESISTANT.
3. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES.
COUNTER SLOPES SHALL NOT BE STEEPER THAN 1:20 WITHIN 24" OF CURB RAMP.
NOTE: COUNTER SLOPES OF
ADJOINING GUTTERS &
ROAD SURFACES ADJACENT
TO AND WITHIN 24" OF
CURB RAMP SHALL NOT BE
STEEPER THAN 1:20
T-7
B1
36"
36"
WHITE SYMBOL
OF
ACCESSIBILITY
BLUE BACKGROUND
THE CENTERLINE OF
INTERNATIONAL
SYMBOL OF
ACCESSIBILITY (ISA)
SHALL BE A MAX. OF 6"
FROM THE CENTERLINE
OF THE PARKING
SPACE, IT'S SIDES
PARALLEL TO THE
LENGTH OF THE
PARKING SPACE & THE
LOWERSIDE SHALL BE
ALIGNED WITH THE END
OF THE PARKING
SPACE LENGTH.
1 2
3 4
1 2
3 5
4 18
"
80 "
M
I
N
AF
G VAN
ACCESSIBLE
80 "
M
I
N
AF
G
BLUE BACKGROUND1
2 3
4 REFLECTORIZED SIGN
CONSTRUCTED OR
PORCELAIN STEEL
WHITE SYMBOL
2" DIAMETER
GALVANIZED PIPE
BLUE BACKGROUND1
2 3
4 REFLECTORIZED SIGN
CONSTRUCTED OR
PORCELAIN STEEL
WHITE SYMBOL
2" DIAMETER
GALVANIZED PIPE
5 INDICATES STALL IS
VAN ACCESSIBLE
MINIMUM
FINE $250
MINIMUM
FINE $250
12"
18"
18"
12"
1 2
4 80
"
M
I
N
AF
G
BLUE BACKGROUND1
2 3
4 REFLECTORIZED SIGN
CONSTRUCTED OR
PORCELAIN STEEL
WHITE LETTERING AND
SYMBOL
2" DIAMETER
GALVANIZED PIPE
17"
22"
UNAUTHORIZED VEHICLES
PARKED IN DESIGNATED
ACCESSIBLE SPACES NOT
DISPLAYING
DISTINGUISHING
PLACARDS OR SPECIAL
LICENSE PLATES ISSUED FOR
PERSONS WITH DISABILITIES
WILL BE TOWED AWAY AT
THE OWNER'S EXPENSE.
TOWED VEHICLES MAY BE
RECLAIMED AT
____
OR BY TELEPHONING
_____
3 5 TOW AWAY
INFORMATION TO BE
FILLED IN PERMANENTLY
AS PART OF SIGN PRIOR
TO INSTALLATION
AN ADDITIONAL SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE
TO OFF-STREET PARKING FACILITIES OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH ACCESSIBLE STALL OR SPACE. THE SIGN SHALL NOT BE LESS THAN 17 INCHES BY 22
INCHES IN SIZE WITH LETTERING NOT LESS THAN ONE INCH IN HEIGHT, AND SHALL CLEARLY AND CONSPICUOUSLY STATE THE FOLLOWING:
"UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING
DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT _______OR BY TELEPHONING _____ ."
BLANK SPACES ARE TO BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN. SEE
TYPICAL ACCESSIBLE PARKING SIGNAGE
SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA, AND SHALL BE MOUNTED ON A POST SET IN CONCRETE, 80 INCHES FROM THE BOTTOM OF THE SIGN TO FINISHED GRADE. SIGN SHALL BE REFLECTORIZED WITH A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON A DARK BLUE BACKGROUND. ADDITIONAL LANGUAGE OR AN
ADDITIONAL SIGN BELOW THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL STATE "Minimum Fine $250" SEE
TYPICAL VAN ACCESSIBLE PARKING SIGNAGE
SIGN SHALL BE SAME AS ABOVE, WITH ADDITIONAL SIGN "VAN ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. SEE
PARKING LOT ACCESSIBILITY SIGNAGE
T-7
D3
T-7
D3
T-7
D3
NOTE: A PARKING SPACE IDENTIFICATION SIGN SHALL BE VISIBLE FROM EACH PARKING SPACE. SIGNS
SHALL BE PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT TO THE PARKING SPACE OR WITHIN THE PROJECTED PARKING SPACE WIDTH AT THE HEAD END OF THE PARKING SPACE. SIGNS MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR END OF THE PARKING SPACE.
MINIMUM
FINE $250
VAN
ACCESSIBLE
UNAUTHORIZED VEHICLES
PARKED IN DESIGNATED
ACCESSIBLE SPACES NOT
DISPLAYING DISTINGUISHING
PLACARDS OR SPECIAL
LICENSE PLATES ISSUED FOR
PERSONS WITH DISABILITIES
WILL BE TOWED AWAY AT
THE OWNER'S EXPENSE.
TOWED VEHICLES MAY BE
RECLAIMED AT
__________________
OR BY TELEPHONING
_____________
MINIMUM
FINE $250
ISA PARKING STALL
EMBLEM, SEE
18'-0" M
IN.
3'-0"
3'-0"
9'-0"
(5'-0" REGULAR)
8'-0" VAN
CONCRETE CURB
PAINT BLUE
CONCRETE
WHEEL STOP,
SEE
ACCESSIBLE
PARKING SIGN,
SEE
T-7
D2 M
IN.
4'-0".
DETECTABLE
WARNING, REFER TO
NOTE: ACCESS AISLE TO BE LOCATED
ON THE PASSENGER SIDE
4" WIDE STRIPES @ 36"
O.C. TYP. (BLUE)
4" PARKING STALL STRIPING
TYP. (FEDERAL BLUE)
NO
PARKING
12" HIGH LETTERS (WITHIN
ACCESS AISLE). COLOR = WHITE
1. 5
%
M
A
X
1.5%
MAX
FOR CURB RAMP
REQUIREMENTS, REFER TO T-7
A4
T-7
B1
DIMENSION TO CENTERLINE OF STRIPE, TYP.
T-7
C3
T-7
D3
NOTE: THAT RAMPS ARE NOT ALLOWED TO ENCROACH INTO LOADING/ UNLOADING ZONES, PARKING SPACES OR VEHICULAR TRAFFIC LANES. CURB RAMPS ARE REQUIRED WHEN WALK IS AT A DIFFERENT LEVEL THAN PARKING ELEVATION.
1. 5
%
M
A
X
1.5%
MAX
T-7
B3
36" O.
C
.
NOTE 1: DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A BASE DIAMETER OF 0.9" MIN-0.92" MAX, TAPERING TO 0.45" MIN-0.47" MAX AT THE TOP, A HEIGHT OF 0.2" AND A CENTER TO CENTER SPACING OF 2.3" MIN-2.4" MAX AND A BASE TO BASE SPACING OF 0.65" MIN MEASURED BETWEEN THE MOST ADJACENT DOMES ON A SQUARE GRID.
CENTER TO CENTER SPACING OF 1.6" MIN AND 2.4" MAX ACCEPTABLE FOR DOMES IN RADIAL PATTERN.
NOTE 2: THE DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, WHETHER LIGHT ON DARK OR DARK ON LIGHT AND 70% MINIMUM WITH ADJACENT WALKING SURFACES. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. CONTRAST SHALL BE DETERMINED BY: CONTRAST=[(B1-B2)/B1] X 100 PERCENT WHERE B1= LIGHT REFLECTANCE VALUE OF THE LIGHTER AREA, AND B2 = LIGHT REFLECTANCE VALUE OF THE DARKER AREA.
.65"
MIN
APART
2.3" - 2.4"
APART
2.3" - 2.4"
AT BASE
0.9"-0.92"
AT TOP
.45"-.47"
AA
TYPICAL PLAN
TYPICAL PLAN SECTION A-A
.0.2" HT.
TAPERED EDGES
WHERE EXPOSED
NOTE 3: IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE
WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR
OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR
AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36" WIDE.
NOTE 4: DETECTABLE WARNING SURFACES SHALL BE YELLOW
CONFORMING TO FS33538 OF FEDERAL STANDARD 595C.
NOTE 5: DETECTABLE WARNINGS AT CURB RAMPS SHALL EXTEND 36 INCHES (914 MM) IN THE DIRECTION OF TRAVEL. DETECTABLE
WARNINGS SHALL EXTEND THE FULL WIDTH OF THE RAMP RUN LESS 2 INCHES (51 MM) MAXIMUM ON EACH SIDE, EXCLUDING ANY FLARED SIDES. DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST THE CURB IS 6 INCHES (152 MM) MINIMUM AND 8 INCHES (203 MM) MAXIMUM FROM THE LINE AT THE FACE OF THE CURB
MARKING THE TRANSITION BETWEEN THE CURB AND THE GUTTER, STREET OR HIGHWAY.
.
ACCESSIBLE ROUTE
FEDERAL BLUE
FEDERAL WHITE
SIGN TO BE REFLECTIVE
CONFIRM DIRECTION
WITH ARCHITECT
6"
REFERENCE FOR ADDITIONAL IDENTIFICATION SIGNAGE REQUIREMENTS.
T-6
C3
ISA PARKING STALL EMBLEM,
SEE
18'-0" M
IN.
9'-0"
(5'-0" REGULAR)
8'-0" VAN 9'-0"
CONCRETE WHEEL STOP, SEE
ACCESSIBLE PARKING
SIGN AT EACH ACCESSIBLE
SPACE, SEE
T-7
D2
4" WIDE STRIPES @ 36"
O.C. TYP. (BLUE)
4" PARKING STALL STRIPING
TYP. (FEDERAL BLUE)
NO
PARKING
12" HIGH LETTERS (WITHIN
ACCESS AISLE). COLOR = WHITE
1. 5
%
M
A
X
1.5%
MAX
DIMENSION TO CENTERLINE
OF STRIPE, TYP.
T-7
C3
T-7
D3
3'-0"
3'-0"
ACCESSIBLE AISLE
ACCESSIBLE ROUTE, MAX SLOPE 1:20, MAX CROSS SLOPE 1:48
4'-0" M
IN.
1. 5
%
M
A
X
1.5%
MAX
T-7
B3
36" O.
C
.
7 1/2"
5"
2"
4'-0"
7 1/2"2"
PRECAST CONCRETE BUMPER
5/8" DIAM. x 24" DOWELS
NOTES:
1. WHERE NEW ELECTRICAL VEHICLE CHARGING STATIONS (EVCS) ARE ADDED TO A FACILITY WITH EXISTING, REQUIREMENTS SHALL APPLY ONLY TO EXISTING.
2. DETECTABLE WARNINGS SHALL NOT BE PERMITTED IN VEHICLE SPACES AND ACCESS AISLES
3. WHERE A VEHICLE SPACE SERVING EVCS STATION IS PARALLEL TO THE TRAFFIC FLOW THE LENGTH OF THE VEHICLE SPACE SHALL BE 20'-0" MINIMUM
4. VEHICLE SPACES SERVING STANDARD AND VAN EVCS SHALL HAVE AN ADJACENT ACCESS AISLE.
5. VEHICLE SPACES SERVING AMBULATORY EVCS SHALL BE 120" WIDE MINIMUM AND SHALL NOT BE REQUIRED TO
HAVE AN ADJACENT ACCESS AISLE
6. WHERE 5-25 EVCS ARE PROVIDED, ONE VAN ACCESSIBLE EVCS SHALL BE PROVIDED AND IDENTIFIED BY AN ISA
7. EV CHARGERS SHALL BE ADJACENT TO, AND WITHIN THE PROJECTED WIDTH OF, THE VEHICLE SPACE BEING SERVED. EXCEPTION: WHERE EV CHARGERS ARE SERVING MORE THAN ONE EVCS, THE EV SHALL BE ADJACENT TO, AND WITHIN THE COMBINED PROJECTED WIDTH OF, THE VEHICLE SPACES BEING SERVED. FOR ALTERATIONS
AT AN EXISTING FACILITY WHERE AN ACCESSIBLE ROUTE OR GENERAL CIRCULATION PATH IS NOT PROVIDED
ADJACENT TO THE HEAD END OF THE VEHICLE SPACE OR ACCESS AISLE, THE EV CHARGER MAY BE LOCATED WITHIN THE PROJECTED WIDTH OF THE ACCESS AISLE 36" MAXIMUM FROM THE HEAD END OF THE SPACE. WHERE VEHICLE SPACE IS PARALLEL TO TRAFFIC FLOW, THE EV CHARGER SHALL BE ADJACENT TO, AND 48" MAXIMUM
FROM THE HEAD END OR FOOT END OF THE VEHICLE SPACE OR ACCESS AISLE BEING SERVED
8.VEHICLE SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT PERSONS USING THEM ARE NOT REQUIRED
TO TRAVEL BEHIND VEHICLE SPACES OR PARKING SPACES OTHER THAN THE VEHICLE SPACE IN WHICH THEIR VEHICLE HAS BEEN LEFT TO CHARGE.
ACCESSIBILITY
12'-0" VAN
ACCESS AISLE
60" MIN
ACCESSIBILITY
9'-0" STANDARD
ACCESSIBLE AISLE: 4" WIDE
STRIPES @ 36" O.C. TYP. COLOR
TO CONTRAST SURFACE
4" PARKING STALL STRIPING TYP.
1. 5
%
M
A
X
1.5%
MAX
DIMENSION TO
CENTERLINE OF
STRIPE, TYP.
ACCESSIBLE ROUTE, MAX
SLOPE 1:20, MAX CROSS
SLOPE 1:4860" M
IN.
1. 5
%
M
A
X
1.5%
MAX
36" O.
C
.
1. 5
%
M
A
X
1.5%
MAX
NO
PARKING
12" HIGH LETTERS
(WITHIN ACCESS
AISLE). COLOR =
WHITE
EV
CHARGING
ONLY
EV
CHARGING
ONLY
18'-0" M
IN.
EV CHARGER TO BE
ADJACENT TO AND WITHIN
THE PROJECT WIDTH OF THE
ACCESSIBLE SPACE
THE CENTERLINE OF THE TEXT
SHALL BE A MAXIMUM OF 6
INCHES FROM THE CENTERLINE
OF THE VEHICLE SPACE AND
ITS LOWER CORNER AT, OR
LOWER SIDE ALIGNED WITH,
THE END OF THE PARKING
SPACE LENGTH.
CONCRETE WHEEL
STOP, SEE
T-7
B3
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SITE
ACCESSIBILITY
DETAILS
200102
T-7
BC
JK
MM
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:N.T.S.T-7
A4 STANDARD CURB-CUT RAMP
SCALE:N.T.S.T-7
A3 STANDARD IN-LINE CURB RAMP
SCALE:1 1/2" = 1'-0"T-7
C3 INTERNATIONAL SYMBOL OF ACCESSIBILTY PARKING STALL EMBLEM SCALE:1" = 1'-0"T-7
D3 ACCESSIBLE PARKING SIGN
SCALE:3" = 1'-0"T-7
D2 PARKING SIGNAGE
SCALE:1/8" = 1'-0"T-7
D1 ACCESSIBLE PARKING SPACE - SINGLE
SCALE:NONET-7
B1 DETECTABLE WARNING DETAIL
SCALE:3" = 1'-0"T-7
D4 ACCESSIBLE ROUTE SIGN
SCALE:1/8" = 1'-0"T-7
C1 ACCESSIBLE PARKING SPACE - DOUBLE
SCALE:1" = 1'-0"T-7
B3 WHEEL STOP
SCALE:1/8" = 1'-0"T-7
B2 ELECTRICAL VECHILE CHARGING STATIONS
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 185 of 321
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
CALGREEN
COMPLIANCE
200102
T-8
BC
JK
MM
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
CalGreen Mandatory Measures Compliance Checklist
Number Description Compliance Reference
5.503 Fireplaces No
5.503.1 Fireplaces No
5.503.1 Fireplaces No
5.503.1.1 Woodstoves No
5.504 Pollutant control Yes M0.1, 01352
5.504.1 Pollutant control Yes M0.1, 01352
5.504.3 Covering of duct openings and protection of
mechanical equipment during construction
Yes M0.1, 01352
5.504.4 Finish material pollutant control Yes SPECS
5.504.4.1 Adhesives, sealants and caulks Yes SPECS
5.504.4.3 Paints and coatings Yes 09900
5.504.4.3.1 Aerosol paints and coatings Yes 09900
5.504.4.3.2 Verification Yes 09900
5.504.4.4 Carpet systems No
5.504.4.4.1 Carpet cushion No
5.504.4.4.2 Carpet adhesive No
5.504.4.5 Composite wood products Yes SPECS
5.504.4.5.3 Documentation Yes SPECS
5.504.4.6 Resiliant floor systems Yes 09650
5.504.4.6.1 Verification of compliance Yes 09650
5.504.5.3 Filters Yes M0.1
5.504.7 Environmental tobacco smoke (ETS) control No
5.505 Indoor moisture control Yes A4.3 - A4.9
5.505 Indoor air quality Yes M0.1
5.505.1 Indoor moisture control Yes A4.3 - A4.9
5.506.2 Outside air delivery Yes M0.1
5.507 Environmental comfort Yes A4.3 - A4.9
5.507.4 Acoustical control Yes A4.3 - A4.9
5.507.4.1 Exterior noise transmission, prescriptive method No
5.507.4.1.1 Noise exposure where noise contours are not readily available
No
5.507.4.2 Performance method No
5.507.4.2.1 Site features No
5.507.4.2.2 Documentation of compliance No
5.507.4.3 Interior sound transmission Yes A4.7 - A4.9
5.508 Outdoor air quality Yes M0.1
5.508.1 Ozone depletion and greenhouse gas reductions Yes M0.1
5.508.1.1 Chlorofluorocarbons (CFCs)Yes M0.1
5.508.1.2 Halons Yes M0.1
5.508.2 Supermarket refrigerant leak reduction No
5.508.2.1 Refrigerant piping Yes M0.1, 15800
5.508.2.1.1 Threaded pipe Yes M0.1, 15800
5.508.2.1.2 Copper pipe Yes M0.1, 15800
5.508.2.1.2.1 Anchorage Yes M0.1, 15800
5.508.2.1.3 Flared tubing connections Yes M0.1, 15800
5.508.2.1.4 Elbows Yes M0.1, 15800
5.508.2.2 Valves Yes M0.1, 15800
5.508.2.2.1 Pressure relief valves Yes M0.1, 15800
5.508.2.2.1.1 Pressure detection Yes M0.1, 15800
5.508.2.2.2 Access valves Yes M0.1, 15800
5.508.2.2.2.1 Valve caps Yes M0.1, 15800
5.508.2.2.2.2 Seal caps Yes M0.1, 15800
5.508.2.2.2.2.1 Chain tethers No
5.508.2.3 Refrigerated service cases No
5.508.2.3.1 Coil coating No
5.508.2.4 Refrigerant receivers No
5.508.2.5 Pressure testing Yes M0.1, 15800
5.508.2.5.1 Minimum pressure Yes M0.1, 15800
5.508.2.5.2 Leaks Yes M0.1, 15800
5.508.2.5.3 Allowable pressure change Yes M0.1, 15800
5.508.2.6 Evacuation Yes M0.1, 15800
5.508.2.6.1 First vacuum Yes M0.1, 15800
5.508.2.6.2 Second vacuum Yes M0.1, 15800
5.508.2.6.3 Third vacuum Yes M0.1, 15800
7 Installer and Special Inspector Qualifications
702 Qualifications Yes M0.1, 15800
702.1 Installer Training Yes M0.1, 15800
702.2 Special inspection [HCD]Yes M0.1, 15800
703 Verifications Yes M0.1, 15800
703.1 Documentation Yes M0.1, 15800
CalGreen Mandatory Measures Compliance Checklist
Number Description Compliance Reference
5.303.4.1 Food waste disposers Yes P0.2
5.303.5 Areas of addition or alteration No
5.303.6 Standards for plumbing fixtures and fittings Yes P0.1 / P0.2
5.304 Outdoor water use Yes PRESCRIPTIVE COMPLIANCE
APPLICATION
5.304.1 Scope Yes PRESCRIPTIVE COMPLIANCE
APPLICATION
5.304.2 Outdoor water use in landscape area equal to or greater than 500 square feet
Yes PRESCRIPTIVE COMPLIANCE
APPLICATION
5.304.3 Outdoor wateruse in rehabilitated landscape
projects equal to or greater than 2,500 square feet
No
5.304.4 Outdoor water use in landscape are of 2,500
square feet or less
Yes PRESCRIPTIVE COMPLIANCE
APPLICATION
5.304.5 Graywater or rainwater use in landscape areas No
5.304.6 Outdoor portable water use in landscape areas
[DSA-SS]
No
5.304.6.1 Newly constructed landscape. [DSA-SS]No
5.304.6.2 Rehabilitated landscape. [DSA-SS]No
5.304.7 Irrigation Design Yes LI-1 - LI-4
5.304.7.1 Irrigation controllers Yes LI-1 - LI-4
5.4 Material Conservation and Resource Efficiency
5.401 General Yes A3.1 - A3.3
5.401.1 Scope No
5.402 Definitions No
5.402.1 Definitions No
5.407 Water Resistance and moisture management Yes A4.3 - A4.9
5.407.1 Weather protection Yes A4.3 - A4.9
5.407.2 Moisture control Yes A4.3 - A4.9
5.407.2.1 Sprinklers Yes LI-2
5.407.2.2 Interior door protection Yes A2.4
5.407.2.2.1 Exterior door protection Yes A2.4
5.407.2.2.2 Flashing Yes A7.1 - A7.3
5.408 Construction waste reduction, disposal and
recycling
Yes A1.1, 01351
5.408.1 Construction waste management Yes WMP
5.408.1.1 Construction waste management plan Yes WMP
5.408.1.2 Waste management company No
5.408.1.3 Waste stream reduction alternate No
5.408.1.4 Documentation Yes 01351
5.408.2 Universal waste No
5.408.3 Excavated soil and land clearing debris Yes 02200
5.408.3 Excavated soil and land clearing debris Yes 02200
5.410 Building maintenance and operations Yes A0.1/A1.1
5.410.1 Recycling by occupants Yes A1.2
5.410.1.1 Additions No
5.410.1.2 Sample ordinance No
5.410.2 Commissioning [N]No
5.410.2.1 Owner's or owner representive's project
requirements (OPR). [N]
Yes 15800
5.410.2.2 Basis of design (BOD). [N]Yes 15800
5.410.2.3 Commissioning plan. [N]Yes 15800
5.410.2.4 Functional performance testing. [N]Yes 15800
5.410.2.5 Documentation and training. [N]Yes 15800
5.410.2.5.1 Systems manual. [N]Yes 15800
5.410.2.5.2 Systems operations training. [N]Yes 15800
5.410.2.6 Commissioning report. [N]Yes 15800
5.410.4 Testing and adjusting Yes 15800
5.410.4.2 Systems Yes 15800
5.410.4.3 Procedures Yes 15800
5.410.4.3.1 HVAC balancing Yes 15800
5.410.4.4 Reporting Yes 15800
5.410.4.5 Operation and maintenance (O & M) manual Yes 15800
5.410.4.5.1 Inspections and reports Yes 15800
5.5 Environmental Quality
5.501 General No
5.501.1 Scope No
5.502 Definitions No
5.502.1 Definitions No
CalGreen Mandatory Measures Compliance Checklist
Number Description Compliance Reference
3 Green Building
301 General Yes T-1
301.1 Scope Yes T-1
301.3 Nonresidential additions and alterations. [BSC] No 301.3.1 Nonresidential additions and alterations that
cause updates to plumbing fixtures only
No
301.3.2 Waste Division Yes
301.4 Public schools and community colleges No
301.5 Health facilities No
302 Mixed Occupancy Buildings No
302.1 Mixed Occupancy Buildings No
303 Phased projects No
303.1 Phased projects No
303.1.1 Tenant improvements No
5.1 Planning and Design
5.101 General Yes T-1
5.101.1 Scope Yes T-1
5.102 Definitions No
5.102.1 Definitions No
5.106 Site development Yes CIVIL DRAWINGS
5.106.1 Storm water pollution prevention Yes SWPPP/CIVIL DRAWINGS
5.106.1.1 Local ordinance Yes SWPPP
5.106.1.2 Best management practices (BMP)Yes C8.0 / C8.1
5.106.4 Bicycle parking No
5.106.4.1 Bicycle parking. [BSC-CG]No
5.106.4.1.1 Short-term bicycle parking No
5.106.4.1.2 Long-term bicycle parking No
5.106.4.2 Bicycle parking. [DSA-SS]No
5.106.4.2.1 Student bicycle parking No
5.106.4.2.2 Staff bicycle parking No
5.106.5.2 Designated parking for clean air vehicles Yes A1.2
5.106.5.2.1 Parking stall marking (Clean Air Vehicle)Yes A1.2
5.106.5.3 Electric vehicle (EV) charging [N]Yes A1.2
5.106.5.3.1 Single charging space requirements [N]Yes ELECTRICAL DRAWINGS
5.106.5.3.2 Multiple charging space requirements [N] No
5.106.5.3.3 EV charging space calculations [N]No
5.106.5.3.4 Identification [N]Yes A1.2
5.106.5.3.5 [N]No
5.106.8 Light Pollution Reduction Yes E5.1 - E5.3
5.106.10 Grading and paving Yes C6.0
5.2 Energy Efficiency
5.201 General Yes E5.1 - E5.3
5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS] Yes E5.1 - E5.3
5.3 Water Efficiency + Conservation
5.301 General Yes P0.1
5.301.1 Scope Yes P0.1
5.302 Definitions No
5.302.1 Definitions No
5.303 Indoor water use Yes P0.1
5.303.1 Meters Yes P0.1
5.303.1.1 Building in excess of 50,000 square feet No
5.303.1.2 Excess consumption No
5.303.3 Water conserving plumbing fixtures and fittings Yes P0.1
5.303.3.1 Water closets Yes P0.1
5.303.3.2 Urinals No
5.303.3.3 Showerheads Yes P0.1
5.303.3.3.1 Single showerheads Yes P0.1
5.303.3.3.2 Multiple showerheads serving one shower No
5.303.3.4 Faucets and fountains Yes P0.1
5.303.3.4.1 Nonresidential lavetory faucets Yes P0.1
5.303.3.4.2 Kitchen faucets Yes P0.1
5.303.3.4.3 Wash fountains No
5.303.3.4.4 Metering faucets No
5.303.3.4.5 Metering faucets for wash fountains No
5.303.4 Commercial kitchen equipment Yes P0.1
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 186 of 321
400 CY
180 CY
02/11/21
11/25/20
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 187 of 321
02/11/21
11/25/20
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 188 of 321
02/11/21
11/25/20
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 189 of 321
STANDARD DETAIL
STORMWATER BIOFILTRATION SYSTEM
MWS-L-4-8-6'-2"-V
GENERAL NOTES
INSTALLATION NOTES
SITE SPECIFIC DATA
PLAN VIEW
ELEVATION VIEW RIGHT END VIEW
LEFT END VIEW
0.71"
PRELIMINARY SIZING TO BE
FINALIZED IN SHOP DRAWINGS
02/11/21
11/25/20
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 190 of 321
02/11/21
11/25/20
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 191 of 321
02/11/21
11/25/20
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 192 of 321
02/11/21
11/25/20
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 193 of 321
02/11/21
11/25/20
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 194 of 321
02/11/21
11/25/20
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 195 of 321
ALTERNATE BID ITEM #1:
PARKING LOT STRIPING AND
PARKING LOT SIGNAGE PER
ARCHITECTURAL PLANS
02/11/21
11/25/20
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 196 of 321
ALTERNATE BID ITEM #1:
PARKING LOT STRIPING AND
PARKING LOT SIGNAGE PER
ARCHITECTURAL PLANS
02/11/21
11/25/20
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 197 of 321
02/11/21
11/25/20
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 198 of 321
02/11/21
11/25/20
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 199 of 321
02/11/21
11/25/20
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 200 of 321
02/11/21
ALTERNATE BID ITEM #1:
PARKING LOT STRIPING AND
PARKING LOT SIGNAGE PER
ARCHITECTURAL PLANS
11/25/20
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 201 of 321
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
Sheet Title:
ISSUED FOR
CONSTRUCTION
PROJECT:
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
Description: Date:
PO BOX 1088, RANCHO SANTA FE, CA 92067
619.992.8196 | www.asrla.com
LANDSCAPE ARCHITECTURE
A S R
ANDR EW S R E ESE
Project Number:
Drawn By:
Checked By:
Approved By:
19-014-01
ASR
ASR
ASR
1. 2.
3. 4.
5. 1.
2. 3.
4. 5.
6. 7.
8. 9.
10. 11.
12. 13.
DECLARATION OF RESPONSIBLE CHARGE
GENERAL NOTES
A CONSTRUCTION PERMIT IS REQUIRED FOR ALL CONTRACTORS PERFORMING ANY OF THE WORK SHOWN ON THESE PLANS. THE PERMIT CAN BE OBTAINED AT THE CITY OF VISTA DEVELOPMENT SERVICES COUNTER, 200 CIVIC CENTER DRIVE, VISTA, CA. A PERMIT WILL BE ISSUED ONLY TO THE CONTRACTOR WHO IS TO PERFORM THE WORK. THE PERMITEE
SHALL GIVE NOTICE TO THE CITY OF VISTA ENGINEERING INSPECTION DEPARTMENT FOR A PRECONSTRUCTION CONFERENCE AT LEAST 48 HOURS PRIOR TO COMMENCING THE WORK.
ANY WORK DONE WITHOUT PROPER INSPECTION WILL BE SUBJECT TO REJECTION. PHONE:
(760)639-6113 FOR INSPECTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. FOR LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY ASSISTANCE CALL:
UNDERGROUND SERVICE ALERT (800) 422-4133 UNDERGROUND SERVICE ALERT (SDG&E) (800) 227-2600 SAN DIEGO GAS & ELECTRIC (EMERGENCY) (800) 411-7343 PACIFIC BELL TELEPHONE CO. (EMERGENCY) (DIAL) 611 VISTA IRRIGATION DISTRICT (ENG. DEPT) (760) 597-3116 VISTA IRRIGATION DISTRICT (EMERGENCY) (760) 597-3131 COX CABLE (EMERGENCY) (760) 599-6063 ADELPHIA COMMUNICATIONS (EMERGENCY) (760) 438-7741 CITY OF VISTA (MAIN NUMBER) (760) 726-1340 CITY OF VISTA (ENG. DEPT. DIRECT LINE) (760) 639-6111
CITY OF VISTA AFTER HOURS EMERGENCY DISPATCH FOR SEWER
SPILLS OR STORM DRAIN CONTAMINATION CALL RHO. FIRE DISPATCH - (EMERGENCY) (858) 756-3006
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AND THE SAN DIEGO SPECIAL
SUPPLEMENT TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AS LAST AMENDED.
"AS-BUILT" DRAWING(S) SHALL BE SUBMITTED BY THE ENGINEER OF WORK AND APPROVED BY THE CITY ENGINEER PRIOR TO THE ACCEPTANCE OF THE IMPROVEMENTS.
PRIOR TO CONSTRUCTION OF STREET LIGHTS, A PLAN [ON 24"x36" SHEET(S)] APPROVED
BY SAN DIEGO GAS & ELECTRIC SHOWING EXACT PLACEMENT OF ALL STREET LIGHTS,
PULL BOXES, SIZE AND LOCATION OF CONDUITS AND SOURCES OF POWER SHALL BE SUBMITTED TO THE CITY ENGINEER.
SPECIAL NOTES
THE FOLLOWING NOTES ARE PROVIDED TO GIVE INSTRUCTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT
CONSTITUTE APPROVAL OF ANY OF THESE NOTES, AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT.
NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY
DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO
ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS.
CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING
UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS
TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS PRIOR TO STARTING CONSTRUCTION.
LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK.
BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF UNDERGROUND UTILITIES.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY NOT REFLECT ALL EXISTING UTILITIES. LOCATIONS OF ALL EXISTING UTILITIES SHALL
BE CONFIRMED BY FIELD MEASUREMENTS BY CONTRACTOR PRIOR TO CONSTRUCTION OF WORK.
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY
LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS WHICH
CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS
ENGINEER IN ACCORDANCE WITH THE ON-SITE EARTHWORK SPECIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER.
SAFETY FENCES SHALL BE PROVIDED BY THE CONTRACTOR WHERE REQUIRED BY THE CITY ENGINEER.
DURING ACTIVE CONSTRUCTION, AREAS SHALL BE WATERED TO REDUCE FUGITIVE DUST.
CONTRACTOR SHALL ADJUST ALL PROPOSED AND EXISTING FACILITIES TO GRADE.
CONTRACTOR SHALL REMOVE/REPLACE/RELOCATE ALL EXISTING FACILITIES REQUIRED TO INSTALL PROPOSED IMPROVEMENTS.
CONTRACTOR SHALL REMOVE/REPLACE/RELOCATE ANY LANDSCAPING/HARDSCAPING
WHICH CONFLICTS IN ANY WAY WITH THE INSTALLATION OR PROPER FUNCTIONING OF THE PROPOSED IMPROVEMENTS.
CURB HEIGHT SHALL BE 6" FACE UNLESS OTHERWISE NOTED ON THE PLANS.
VID NOTES
LANDSCAPE PLANS FOR THE
CITY OF VISTA
PUBLIC WORKS DEPARTMENT
ADMINISTRATION BUILDING
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT CITY OF VISTA STANDARDS. I AGREE THAT THE
WORK PERFORMED BY ME COMPLIES WITH GENERALLY ACCEPTED STANDARDS AND PRACTICES OF MY TRADE OR PROFESSION. I FURTHER AGREE THAT THE WORK PERFORMED
HEREIN IS IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF VISTA. I AGREE THAT PLAN CHECK OR REVIEW OF PROJECT DRAWINGS AND SPECIFICATIONS
BY THE CITY OF VISTA IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY
ME, IS CONFINED TO A REVIEW ONLY AND IS NOT A DETERMINATION BY THE CITY OF VISTA
OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND THEREFORE
DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON.
CITY OF VISTA PUBLIC WORKS DEPARTMENT
1165 EAST TAYLOR STREET
VISTA, CA 92084
OWNER:
PROJECT DIRECTORY
LANDSCAPE ARCHITECTURE
ASR LANDSCAPE ARCHITECTURE
CONTACT: ANDREW REESE, PLA
P.O. BOX 7314
RANCHO SANTE FE, CA 92067
PH: (619) 992-8196
E: [email protected]
CONSULTANTS:
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER:
1. VISTA DEVELOPMENT CODE
2. CITY OF VISTA STANDARD DRAWINGS
3. THIS SET OF PLANS
4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE SAN DIEGO
SPECIAL PROVISIONS
5. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND MAY BE MODIFIED BY THE CITY OF VISTA STANDARDS
6. THE VID STANDARDS AND SPECIFICATIONS
SHEET INDEX
1 LT-1 LANDSCAPE TITLE SHEET
2 LP-1 LANDSCAPE PLANTING AND CONSTRUCTION LEGENDS
3 LP-2 LANDSCAPE CONSTRUCTION PLAN
4 LP-3 LANDSCAPE CONSTRUCTION DETAILS
5 LP-4 LANDSCAPE PLANTING PLAN
6 LP-5 LANDSCAPE PLANTING DETAILS
7 LP-6 LANDSCAPE PLANTING AND CONSTRUCTION DETAILS
8 LP-7 LANDSCAPE PLANTING ADDITIONAL NOTES AND SPECS 8 LI-0 IRRIGATION NOTES AND SCHEDULE
9 LI-1 IRRIGATION PLAN
10 LI-2 IRRIGATION DETAILS
11 LI-3 IRRIGATION DETAILS
VICINITY MAP
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD
CITY OF VISTA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE
OF WORK ON THIS PROJECT, EXCEPT LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF CITY OF VISTA PROFESSIONAL.
THE CONSULTANT'S PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES AND USES OF THESE PLANS. ALL
CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
CONSULTANT'S NOTECONTRACTOR'S NOTE
S
W E
N
14. DUE TO THE POTENTIAL FOR UNCOVERING UNKNOWN SUB-SURFACE TRIBAL CULTURAL RESOURCES,
TRIBAL MONITORING SHALL BE UNDERTAKEN FOR ANY AND ALL ON-SITE AND OFF-SITE GROUND DISTURBING ACTIVITIES, INCLUDING DEMOLITION . IF GROUND DISTURBING ACTIVITIES (E.G.,
EXPLORATORY TRENCHING OR EXCAVATIONS) ARE REQUIRED FOR ANY FORMAL OR INFORMAL
SOLICITATION (WRITTEN OR SPOKEN) OF CONSTRUCTION BIDS OR TO LOCATE EXISTING
UNDERGROUND FACILITIES AHEAD OF ACTUAL CONTSTRUCTION, ALL APPLICABLE REQUIREMENTS IDENTIFIED IN GENERAL NOTES NUMBERS 19 TO 22 ON THE GRADING PLAN SHALL BE UNDERTAKEN BY THE CONTRACTOR.
DEFERRED SUBMITTALS
THE FOLLOWING ITEMS WILL BE SUBMITTED AS SHOP DRAWINGS AT A LATER DATE. NO
CONSTRUCTION OF DEFERRED ITEMS SHALL COMMENCE UNTIL APPROVED AND PERMITTED BY THE VISTA BUILDING OFFICIAL. ALL STRUCTURES OVER 7' IN HEIGHT SHALL BE DESIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA.
THE INSTALLED SITE LIGHTING SHALL COMPLY WITH THE APPROVED PHOTOMETRIC PLAN REVIEWED BY CITY OF VISTA ENVIRONMENTAL PLANNER AND SECTION 18.58.260 OF THE VISTA DEVELOPMENT CODE.
CONDITION OF PROJECT APPROVAL
SEE CIVIL ENGINEERING PLANS
ALTERNATE BID ITEM #2: ALL PLANTING AND PLANTING AREAS, INCLUDING ARTIFICIAL TURF.
ALTERNATE BID ITEM #4: AUTOMATIC IRRIGATION SYSTEM AFTER (DOWNSTREAM) FROM P.O.C. WITH THE FOLLOWING EXCEPTIONS; ALL SLEEVING FOR THE ENTIRE PROJECT AND
NEW MAINLINE EXTENSION / CONNECTION TO THE NEWLY PROPOSED P.O.C. ON THE PLANS. CONTRACTOR TO CAP MAINLINE AT P.O.C. BACKFLOW PREVENTER, ALL LATERAL AND DRIP LINES, CLOCKS ETC. DOWNSTREAM OF P.O.C.
SHALL BE INCLUDED AS PART OF THIS BID ALTERNATE ITEM #4.
ADDITIONAL BID ALTERNATES BY OTHERS - SEE OTHER PLANS FO.
LANDSCAPE BID ALTERNATE(s)
CAUTION: PLAN SIZE AND SCALE MAY HAVE BEEN REPRODUCED. IF SHEET SIZE IS LESS THAN 24"x36" IT MAY BE A REDUCED SIZE PRINT. DRAWINGS SIZES MAY BE INAPPROPRIATE FOR SCALING OFF PLANS. REFER TO WRITTEN DIMENSIONS WHERE APPLICABLE OR BAR SCALES ON PLANS. DO NOT SCALE DIMENSIONS FROM DRAWINGS.
LT-1
IRRIGATION DESIGN
AQUA COMMERCIAL IRRIGATION
CONTACT: DAVID BREZNICK, PLA
810 LOS VALLECITOS BLVD. SUITE 204
SAN MARCOS, CA 92069
PHONE: (760) 750-1999
EMAIL: [email protected]
PLANS AND SCALE NOTE
PUBLIC WORKS DEPARTMENT
ADMINISTRATION BUILDING
LANDSCAPE
TITLE SHEET
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 202 of 321
SYMBOL BOTANICAL NAME COMMON NAME QUANTITY / SIZE REMARKS WUCOLS
PLANT MATERIAL SCHEDULE
CERCIS OCCIDENTALIS DOUBLE STAKEWESTERN REDBUD 7 / 24 BOX QUERCUS PALUSTRIS STANDARD TRUNKPIN OAK 5 / 36" BOX
SHRUBS
TREES
AEONIUM UBRICUM PER PLANSALAD BOWL AEONIUM 53/ 5 GAL
CAREX DIVULSA 60% COVERAGE BERKELEY SEDGE C.C. / 1 GAL. / 18" O.C.
TURF & GROUNDCOVER
ARTIFICIAL TURF BY XGRASS OVER 4" OF D.G. ST. AUGUSTINE PRO W/ C.C. / 566 S.F.
LOW
MED
LOW
LOW
N/APER MANF. SPECS.
18 / 15 GAL LOW
D
CERCIS CANADENSIS DOUBLE STAKEFOREST PANSY 2 / 36" BOX
'FOREST PANSY'
MED
REDBUD
DOUBLE STAKE
QUERCUS VIRGINIA SOUTHERN LIVE OAK 1 / 48" BOX LOW
MUHLENBERGIA RIGENS DEER GRASS
MUHLENBERGIA LINDHEIMERI AUTUMN GLOW MUHLY
MULTI - TRUNK
DOUBLE STAKE
MULTI TRUNK
'LENI'
23 / 15 GAL PER PLAN LOW
SISYRINCHIUM BELLUM BLUE EYED GRASS LOW
FREESIA x HYBRID 'UCHIDA'FEESIA LOW
40% COVERAGE C.C. / 6" POTS / 18" O.C.
C.C. / 6" CORMS 30% COVERAGE -
RANDOM DRIFTS
SALVIA LEUCANTHA PER PLANMEXICAN SAGE 53 / 5 GAL LOWLOW
PER PLAN
VINES
CRUSHED GRANITE INORGANIC MULCH (C.C.) / 4" DEEP N/AROCK MULCH 3/8" MINUS (WASHED) CAREX FLACA BLUE SEDGE C.C. / 1 GAL . MED F
PARTHENOCISSUS TRICUSPIDATA BOSTON IVY
'VEITCHII'
2 / 15 GAL.
SANSEVIERIA TRIFASCIATA SNAKE PLANT C.C. / 1 GAL . VLS
SESLERIA AUTUMNALIS AUTUMN MOORE GRASS 220 / 5 GAL.LOW
AGAVE ATTENUATA MIX RANDOMFOXTAIL AGAVE 53 / 5 GAL LOW ALOE VERA ALOE VERA 27 / 5 GAL.PER PLAN LOW
BOUTELOUA GRACILIS PER PLANBLUE GRAMMA GRASS 89 / 5 GAL'BLONDE AMBITION'LOW LEUCOPHYLLUM LAEVIGATUM CHIHUAHUAN SAGE 12 / 15 GAL.PER PLAN LOW 12" O.C.
12" O.C.
PER PLAN
PITTOSPORUM TENUIFOLIUM SILVER SHEEN KOHUHU 2 / 15 GAL.PER PLAN LOW‘SILVER SHEEN'
ESPALIER LOW
PACHYCEREUS MARGINATUS MEXICAN FENCE CACTUS 4 / 24" BOX LOW6' TALL (MATCHING)
HEAT AND SHINE BLOCK
KURAPIA TILL 4" OF SOILKURAPIA GROUNDCOVER C.C. 430 S.F.N/APER MANF. SPECS. 75% BLACK /25% CREAM
PLUGS 12" O.C.
PORTULACRIA AFRA ELEPHANT FOOD PLANT 10 / 24" BOX LOWPER PLANp u
JUNCUS PATENS "ELK BLUE"CALIFORNIA GRAY RUSH 18 / 5 GAL.LOWPER PLAN 30 / 15 GAL
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
Sheet Title:
ISSUED FOR
CONSTRUCTION
PROJECT:
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
Description: Date:
PO BOX 1088, RANCHO SANTA FE, CA 92067
619.992.8196 | www.asrla.com
LANDSCAPE ARCHITECTURE
A S R
ANDR EW S R E ESE
Project Number:
Drawn By:
Checked By:
Approved By:
19-014-01
ASR
ASR
ASR
1 LANDSCAPE CONSTRUCTION LEGEND:
DESCRIPTION DETAIL / NOTES
SEE DETAIL A/ LP-3
RE: CIVIL ENGINEERING PLANS, DETAILS AND
SPECIFICATIONS.
SEE DETAIL A / LP-3.2
3 SEE CIVIL ENGINEERING PLANS AND
FOR DETAILS AND SPECIFICATIONS.
RE: MANUFACTURER'S DETAILS
AND RECOMMENDATIONS
SYMBOL
PLAIN GRAY CONCRETE
SEALER: MIRACLE 511 POROUS PLUS
INTEGRAL COLORED CONCRETE
MANUFACTURER: DAVIS or EQUAL
COLOR: DARK GRAY (IRON OXIDE) #860
FINISH: TOP CAST #5
SEALER: MIRACLE 511 POROUS PLUS
EXPANSION JOINT
SCORE JOIN
ROCK COBBLE W/ FILTER FABRIC
COLOR: SEE PLANT LEGEND
SUPPLIER: SAN DIEGO ROCK SUPPLY
( www.sdrocksupply.com)
8" WIDE CONCRETE MOW CURB
6' TALL MASONARY WALL AND FOOTER
6' TALL METAL FENCE
ROOT BARRIERS
6" WIDE CONCRETE MOW CURB
ARTIFICIAL TURF
MANF: XGRASS - ST. AUGUSTINE PRO w/
HEAT AND SHINE BLOCK.
TRUNCATED DOMES
4 6
7 8
SEE DETAIL C / LP-3
9 SEE STRUCTURAL ENGINEERING PLANS, DETAILS
AND SPECIFICATIONS.
SEE ARCHITECTURAL PLANS
SEE DETAIL C,D & E / LP-5
5 LANDSCAPE
PLANTING &
CONSTRUCTION
LEGENDS
SEE DETAIL A / LP-3
RE: CIVIL ENGINEERING PLANS, DETAILS AND
SPECIFICATIONS.
SEE DETAIL B / LP-3
RE: CIVIL ENGINEERING PLANS, DETAILS AND
SPECIFICATIONS.
LP-1
10 SEE DETAIL D / LP-3
11 SEE CIVIL ENGINEERING PLANS, DETAILS AND
SPECIFICATIONS FOR DRAINAGE AND GRADING..
SEE DETAIL E / LP-3
INSTALL PER MANUFACTURER' DETAILS,
SPECIFICATIONS AND RECOMMENDATIONS.
12 SEE CIVIL ENGINEERING PLANS, DETAILS AND
SPECIFICATIONS FOR DRAINAGE AND GRADING..
CONSTRUCTION NOTES:
ALTERNATE BID ITEM #2: ALL PLANTING AND PLANTING AREAS, INCLUDING ARTIFICIAL TURF.
ALTERNATE BID ITEM #4: AUTOMATIC IRRIGATION SYSTEM AFTER (DOWNSTREAM) FROM P.O.C. WITH THE FOLLOWING EXCEPTIONS; ALL SLEEVING FOR THE ENTIRE PROJECT AND
NEW MAINLINE EXTENSION / CONNECTION TO THE NEWLY PROPOSED P.O.C. ON THE PLANS. CONTRACTOR TO CAP MAINLINE AT P.O.C. BACKFLOW PREVENTER, ALL LATERAL AND DRIP LINES, CLOCKS ETC. DOWNSTREAM OF P.O.C.
SHALL BE INCLUDED AS PART OF THIS BID ALTERNATE ITEM #4.
ADDITIONAL BID ALTERNATES BY OTHERS - SEE OTHER PLANS FO.
LANDSCAPE BID ALTERNATE(s)
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 203 of 321
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
Sheet Title:
ISSUED FOR
CONSTRUCTION
PROJECT:
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
Description: Date:
PO BOX 1088, RANCHO SANTA FE, CA 92067
619.992.8196 | www.asrla.com
LANDSCAPE ARCHITECTURE
A S R
ANDR EW S R E ESE
Project Number:
Drawn By:
Checked By:
Approved By:
19-014-01
ASR
ASR
ASR
LP-2GRAPHIC SCALE: 1" = 8'
8'4' 0'8'16'
S
W E
N
EAST
T
A
Y
L
O
R
S
T
R
E
E
T
LANDSCAPE
CONSTRUCTION
PLAN
ALTERNATE BID ITEM #2: ALL PLANTING AND PLANTING AREAS, INCLUDING ARTIFICIAL TURF.
ALTERNATE BID ITEM #4: AUTOMATIC IRRIGATION SYSTEM AFTER (DOWNSTREAM) FROM P.O.C. WITH THE FOLLOWING EXCEPTIONS; ALL SLEEVING FOR THE ENTIRE PROJECT AND
NEW MAINLINE EXTENSION / CONNECTION TO THE NEWLY PROPOSED P.O.C. ON THE PLANS. CONTRACTOR TO CAP MAINLINE AT P.O.C. BACKFLOW PREVENTER, ALL LATERAL AND DRIP LINES, CLOCKS ETC. DOWNSTREAM OF P.O.C.
SHALL BE INCLUDED AS PART OF THIS BID ALTERNATE ITEM #4.
ADDITIONAL BID ALTERNATES BY OTHERS - SEE OTHER PLANS FO.
LANDSCAPE BID ALTERNATE(s)
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 204 of 321
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
Sheet Title:
ISSUED FOR
CONSTRUCTION
PROJECT:
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
Description: Date:
PO BOX 1088, RANCHO SANTA FE, CA 92067
619.992.8196 | www.asrla.com
LANDSCAPE ARCHITECTURE
A S R
ANDR EW S R E ESE
Project Number:
Drawn By:
Checked By:
Approved By:
19-014-01
ASR
ASR
ASR
LP-3
1/8" WIDE SAW CUT MIN. 1/3 DEPTH
OF PAVEMENT
SAW CUT JOINT
ALTERNATE - HIDDEN
EXPANSION JOINT
EXPANSION JOINT
LANDSCAPE
CONSTRUCTION
DETAILS
FILTER FABRIC / WEED BARRIER BETWEEN D.G.
AND COMPACTED SUBGRADE.
EXISTING SOIL
ADJACENT HARDSCAPE, WALL
OR BUILDING WALL
IN-LINE IRRIGATION EMITTER TUBING
RE: IRRIGATION PLANS AND DETAILS.
INSTALL ABOVE FILTER FABRIC AND BELOW
LANDSCAPE EDGING (IF ANY).
4" THICK ROCK MULCH PLANTING AREA. FINISH
GRADE TO BE FLUSH WITH ADJACENT
HARDSCAPE (TYP.).
1 LEGEND:
2 3
4 5
1 45
2 3
ALTERNATE BID ITEM #2: ALL PLANTING AND PLANTING AREAS, INCLUDING ARTIFICIAL TURF.
ALTERNATE BID ITEM #4: AUTOMATIC IRRIGATION SYSTEM AFTER (DOWNSTREAM) FROM P.O.C. WITH THE FOLLOWING EXCEPTIONS; ALL SLEEVING FOR THE ENTIRE PROJECT AND
NEW MAINLINE EXTENSION / CONNECTION TO THE NEWLY PROPOSED P.O.C. ON THE PLANS. CONTRACTOR TO CAP MAINLINE AT P.O.C. BACKFLOW PREVENTER, ALL LATERAL AND DRIP LINES, CLOCKS ETC. DOWNSTREAM OF P.O.C.
SHALL BE INCLUDED AS PART OF THIS BID ALTERNATE ITEM #4.
ADDITIONAL BID ALTERNATES BY OTHERS - SEE OTHER PLANS FO.
LANDSCAPE BID ALTERNATE(s)
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 205 of 321
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
Sheet Title:
ISSUED FOR
CONSTRUCTION
PROJECT:
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
Description: Date:
PO BOX 1088, RANCHO SANTA FE, CA 92067
619.992.8196 | www.asrla.com
LANDSCAPE ARCHITECTURE
A S R
ANDR EW S R E ESE
Project Number:
Drawn By:
Checked By:
Approved By:
19-014-01
ASR
ASR
ASR
LP-4GRAPHIC SCALE: 1" = 10'
10'5' 0'10'20'
S
W E
N
VISTA PLANTING PLAN NOTES:
1. ALL AREAS THAT ARE GRADED OR DISTURBED AS A RESULT OF THE PROJECT MUST BE RE-LANDSCAPED TO THE REQUIREMENTS OF THE CITY OF VISTA'S WATER EFFICIENT LANDSCAPING ORDINACE (CHAPTER 18.56) AND THE CITY OF VISTA'S LANDSCAPE MANUAL.
2. THE PROJECT LANDSCAPE ARCHITECT SHALL SUPERVISE THE INSTALLATION TO ENSURE THAT THE WORK IS INSTALLED PER THE PLANS APPROVED BY THE CITY. THIS SHALL INCLUDE AN OBSERVATION OF THE IRRIGATION SYSTEM OF ALL POINTS OF
CONNECTION (PRIOR TO BACKFILL), BACKFLOW PREVENTION DEVICES, MAINLINES, ELECTRICAL CONNECTIONS, AUTOMATIC
CONTROLLERS, CONTROL VALVES, AS WELL AS ALL SOIL AMENDMENTS, ROOT BARRIERS, EXISTING AND PROPOSED PLANTINGS, TREE STAKING AND MULCH. THE COMPLETED IRRIGATION SYSTEM MUST BE TESTED TO VERIFY ADEQUATE COVERAGE AND THAT NO OVERSPRAY OR RUNOFF IS OCCURRING.
3. PRIOR TO THE REQUEST OF THE APPLICANT FOR REVIEW AND APPROVAL BY THE CITY OF THE PROJECT'S COMPLETION,
PROVIDE AN IRRIGATION SCHEDULE SHOWING THE TIME PERIOD WHEN THE IRRIGATION WILL BE SCHEDULED AND CONFIRM THAT NO OVERHEAD IRRIGATION SHALL BE USED BETWEEN THE HOURS OF 10:00 A.M. AND 8:00 P.M. AND IN CONFORMANCE WITH CURRENT VISTA IRRIGATION DISTRICT'S RESTRICTIONS.
4. THE SUBMISSION BY THE PROJECT LANDSCAPE ARCHITECT'S CERTIFICATE OF COMPLETION SHALL SERVE AS FORMAL REQUEST FOR FINAL OBSERVATION BY THE CITY. THE CERTIFICATE OF COMPLETION SHALL INCLUDE:
4.1. CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS WITH ANY DEVIATIONS NOTED;
4.2. AN UPDATED IRRIGATION SCHEDULE';
4.3. SOILS MANAGEMENT REPORT.
LANDSCAPE
PLANTING
PLAN
ALTERNATE BID ITEM #2: ALL PLANTING AND PLANTING AREAS, INCLUDING ARTIFICIAL TURF.
ALTERNATE BID ITEM #4: AUTOMATIC IRRIGATION SYSTEM AFTER (DOWNSTREAM) FROM P.O.C. WITH THE FOLLOWING EXCEPTIONS; ALL SLEEVING FOR THE ENTIRE PROJECT AND
NEW MAINLINE EXTENSION / CONNECTION TO THE NEWLY PROPOSED P.O.C. ON THE PLANS. CONTRACTOR TO CAP MAINLINE AT P.O.C. BACKFLOW PREVENTER, ALL LATERAL AND DRIP LINES, CLOCKS ETC. DOWNSTREAM OF P.O.C.
SHALL BE INCLUDED AS PART OF THIS BID ALTERNATE ITEM #4.
ADDITIONAL BID ALTERNATES BY OTHERS - SEE OTHER PLANS FO.
LANDSCAPE BID ALTERNATE(s)
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 206 of 321
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
Sheet Title:
ISSUED FOR
CONSTRUCTION
PROJECT:
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
Description: Date:
PO BOX 1088, RANCHO SANTA FE, CA 92067
619.992.8196 | www.asrla.com
LANDSCAPE ARCHITECTURE
A S R
ANDR EW S R E ESE
Project Number:
Drawn By:
Checked By:
Approved By:
19-014-01
ASR
ASR
ASR
LP-5
RO
O
T
B
A
L
L
DE
P
T
H
O
F
3X ROOTBALL WIDTH
TYP.TY
P
.
PREVAILING
CU
T
6 "
B
E
L
O
W
BR
A
N
C
H
C
A
N
O
P
Y
WIND
FINISH GRADE
12" MIN.
ALL SIDES
COLLAR
1"-2" ABOVE
4" DIA. PEFORATED RIGID PVC PIPE
WITH FILTER SOCK AND GRATE (TYP.),
IN TWO PLACES. DO NOT FILL PIPE
WITH GRAVEL.
UNDISTURBED SOIL
PLANTING BACKFILL (PER SPECS).
BACKFILL AND COMPACT IN 8" LIFTS
(PUDDLE & SETTLE AFTER SETTING
TREE).
ROUGHEN SIDES & BOTTOM
OF PLANTING PIT
PLANTING TABLETS (PER SPECS)
BARK MULCH OR D.G. (PER SPECS.)
4" HIGH WATER BASIN (DURING THE
MAINTENANCE PERIOD).
OMIT IN TURF AREAS.
TREE STAKE-ALL STAKES CUT 12"
BELOW BRANCH CANOPY
4 CINCH-TIES MIN. (2 AT TOP
OF STAKE, OTHERS WHERE
NECESSARY TO SUPPORT TREE).
TIE IN FIGURE-8 FASHION.
GALVANIZED NAIL TYP.
FINISH GRADE
PREVAILING
WIND
8'-
0 "
4'-
0 "
12"4"
MI
N
.
BE
L
O
W
BO
T
T
O
M
O
F
RO
O
T
B
A
L
L
BACKFILL HOLES
BELOW ROOTBALL
WITH GRAVEL.
SEE SPECS.
(FLAT OR MINOR SLOPES)
2X ROOTBALL WIDTH (SLOPES 4:1 OR GREATER)
CURB, WALL, OR EDGE OF
PAVING
10'
10'
10'
PROPOSED TREE
LIMITS OF ROOT
BARRIER TO BE 10'
FROM CENTER OF
TREE ON EITHER
SIDE
INSTALL ROOT
BARRIER ADJACENT TO
CURB, WALL, OR EDGE
OF PAVING
INSTALL ROOT BARRIER TO ALL
TREES WITHIN 10' OF CURB OR
PAVING
PLANTING AREA
TOP OF ROOT CONTROL BARRIER
4" (MIN.) IN SHRUB AREAS WITH BARK
GUIDES FACING TOWARDS THE
FLUSH WITH GRADE. PANELSSHALL BE INSTALLED WITH ROOT
TREE TRUNK.
BACKFILLED WITH CLEAN SITE
ROOT CONTROL BARRIER TRENCH
SIDEWALK, CURB, SWALE
24" X 24" ROOT CONTROL SYSTEM BY
20 LINEAR FEET OF BARRIER REQUIRED FOR
BIOBARRIER (1-877-642-9929) FOR TREES
OR PAVEMENT
3 5
1 4
5 4
SOIL.
3 2
1 D.G. AREAS AND TURF AREAS.
MULCH OR ROCK MULCH. FLUSH IN
NOTE:
REFER TO DETAIL "C" &"E" THIS SHEET
AND SHEET LP-7 FOR ADDITIONAL
INFORMATION AND SPECIFICATIONS.
EACH TREE (MIN.). 8 LINEAR FEET OF
BARRIER FOR REMAINING REQUIRED FOR
SMALL TREES AND LARGE SHRUBS (TYP.).
WITHIN 10' OF HARDSCAPE. CENTURY
OR EQUAL,MAY BE USED FOR ON SITE TREES.
DO NOT USE PANELED TYPE ROOT BARRIERS.
USE POLYETHYLENE CONTINUOUS .06 MIL
THICKNESS (MIN.) OR THICKER.
LANDSCAPE
PLANTING
DETAILS
NOTE:
REFER TO DETAIL "D" &"E" THIS SHEET
AND SHEET LP-7 FOR ADDITIONAL
INFORMATION AND SPECIFICATIONS.
ALTERNATE BID ITEM #2: ALL PLANTING AND PLANTING AREAS, INCLUDING ARTIFICIAL TURF.
ALTERNATE BID ITEM #4: AUTOMATIC IRRIGATION SYSTEM AFTER (DOWNSTREAM) FROM P.O.C. WITH THE FOLLOWING EXCEPTIONS; ALL SLEEVING FOR THE ENTIRE PROJECT AND
NEW MAINLINE EXTENSION / CONNECTION TO THE NEWLY PROPOSED P.O.C. ON THE PLANS. CONTRACTOR TO CAP MAINLINE AT P.O.C. BACKFLOW PREVENTER, ALL LATERAL AND DRIP LINES, CLOCKS ETC. DOWNSTREAM OF P.O.C.
SHALL BE INCLUDED AS PART OF THIS BID ALTERNATE ITEM #4.
ADDITIONAL BID ALTERNATES BY OTHERS - SEE OTHER PLANS FO.
LANDSCAPE BID ALTERNATE(s)
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 207 of 321
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
Sheet Title:
ISSUED FOR
CONSTRUCTION
PROJECT:
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
Description: Date:
PO BOX 1088, RANCHO SANTA FE, CA 92067
619.992.8196 | www.asrla.com
LANDSCAPE ARCHITECTURE
A S R
ANDR EW S R E ESE
Project Number:
Drawn By:
Checked By:
Approved By:
19-014-01
ASR
ASR
ASR
LP-6
MINIMUM PLANTING PIT WIDTHS
1 GAL. CONTAINER
15 GAL. CONTAINER
5 GAL. CONTAINER
SHRUB - CENTER IN PIT
18" DIAMETER
24" DIAMETER
30" DIAMETER
COLLAR 1" ABOVE
AMENDED PLANTING BACKFILL.
BACKFILL AND COMPACT IN
8" LIFTS (PUDDLE & SETTLE
AFTER SETTING SHRUB).
FINISH GRADE
BARK MULCH OR ROCK MULCH
PER SPECIFICATIONS
3" DEPTH WATERING BASIN
BERM 12" MIN. FROM TRUNK
SLOPE 1/4" / FT
GRADEFINISH
ROOTBALL
PLANTING TABLET (TYP.)
PLACE IN PIT 2/3 UP FROM PIT BOTTOM
PER SPECIFICATIONS
ROUGHEN SIDES AND BOTTOM OF
PLANTING PIT
UNDISTURBED SOIL
BARK MULCH AND/OR
EROSION-CONTROL
MATTING (PER SPECS.)
BARK MULCH
PER SPECIFICATIONS
UNDISTURBED SOIL
ROUGHEN SIDES AND
BOTTOM OF PLANTING PIT
PLANTING TABLET (TYP.)
PLACE IN PIT 2/3 UP FROM PIT BOTTOM
PER SPECIFICATIONS
COLLAR 1" ABOVE
AMENDED
PLANTING BACKFILL.
BACKFILL AND COMPACT IN
8" LIFTS (PUDDLE & SETTLE
AFTER SETTING SHRUB).
4" HEIGHT MOUNDED
PERMANENT WATERING BASIN
1 GAL. CONTAINER
15 GAL. CONTAINER
5 GAL. CONTAINER
MINIMUM PLANTING PIT WIDTHS
24" DIAMETER
30" DIAMETER
18" DIAMETER
BERM FIRMLY COMPACTED 12" MIN.
FROM TRUNK ON ALL SIDES
APPROX. LINE OF SLOPE
3:1 MAX ALLOWED
SHRUB - CENTER IN PIT
FINISH GRADE
SET TOP OF ROOTBALL 1" ABOVE SURROUNDING
GRADE AND SLOPE FOR DRAINAGE. DO NOT COVER
CROWNS OF PLANTS WITH EXCESS SLOPE SOIL
TO CREATE WATERING BASINS (TYP.).
SET TOP OF ROOTBALL 1" ABOVE SURROUNDING
GRADE AND SLOPE FOR DRAINAGE. DO NOT COVER
CROWNS OF PLANTS WITH EXCESS SLOPE SOIL
TO CREATE WATERING BASINS (TYP.).PLANTS SHALL BE EQUAL
DISTANT APART (SEE PLANT
LIST AND PLANT SPACING
DETAIL FOR SPACING)
3" MIN. MULCH OVER
ENTIRE BED; DO NOT
COVER CROWNS OF
PLANTS - KEEP MULCH
2" MOUNDED SAUCER
CONTINUOUS
PLANTING BED
EXTENDING
UNDER PLANTS;
USE SPECIFIED
BACKFILL
SUBGRADE
2" TO 3" AWAY
FINISHED GRADE
LAWN FROM SOD
TILLED SUBGRADE - REMOVE ROCKS
SUBGRADE
AND DEBREE GREATER THAN 1"
IN SIZE. NOT APPLICABLE FOR LAWNAT BOTTOM OF STORM DETENTION BASIN OR SOD OVER GEOTEXTILES.
LANDSCAPE
PLANTING
DETAILS
ALTERNATE BID ITEM #2: ALL PLANTING AND PLANTING AREAS, INCLUDING ARTIFICIAL TURF.
ALTERNATE BID ITEM #4: AUTOMATIC IRRIGATION SYSTEM AFTER (DOWNSTREAM) FROM P.O.C. WITH THE FOLLOWING EXCEPTIONS; ALL SLEEVING FOR THE ENTIRE PROJECT AND
NEW MAINLINE EXTENSION / CONNECTION TO THE NEWLY PROPOSED P.O.C. ON THE PLANS. CONTRACTOR TO CAP MAINLINE AT P.O.C. BACKFLOW PREVENTER, ALL LATERAL AND DRIP LINES, CLOCKS ETC. DOWNSTREAM OF P.O.C.
SHALL BE INCLUDED AS PART OF THIS BID ALTERNATE ITEM #4.
ADDITIONAL BID ALTERNATES BY OTHERS - SEE OTHER PLANS FO.
LANDSCAPE BID ALTERNATE(s)
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 208 of 321
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
Sheet Title:
ISSUED FOR
CONSTRUCTION
PROJECT:
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
Description: Date:
PO BOX 1088, RANCHO SANTA FE, CA 92067
619.992.8196 | www.asrla.com
LANDSCAPE ARCHITECTURE
A S R
ANDR EW S R E ESE
Project Number:
Drawn By:
Checked By:
Approved By:
19-014-01
ASR
ASR
ASR
LP-7
RECORD DRAWINGS:
1. BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL PROVIDE A REDLINE "AS-BUILT" SET OF DRAWINGS SHOWING THE SPRINKLER SYSTEM AS INSTALLED TO THE OWNER. INFORMATION SHALL BE IN A LEGIBLE FORMAT SUITABLE FOR REPRODUCTION PURPOSES.
2. ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT
SHOWN ON DRAWINGS SHALL BE SO INDICATED ON THE RECORD DRAWINGS AND DIMENSIONED FROM AT LEAST TWO FIXED POINTS.
3. VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE SHOWN ON THE "AS-BUILT" DRAWINGS.
4. CONTROLLER, BACKFLOW ASSEMBLIES, REMOTE CONTROL VALVES, BALL VALVES, AND QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURED DIMENSIONS. DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS AND SHALL BE TO THE NEAREST FOOT.
5. ON THE INSIDE SURFACE OF THE COVER OF THE AUTOMATIC CONTROLLER, PREPARE
AND MOUNT A COLOR-CODED CHART SHOWING THE VALVES, MAINLINE, AND SPRINKLER HEADS SERVICED BY THE CONTROLLER. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAWINGS. THIS CHART SHALL BE A PLOT PLAN, SHOWING BUILDING, WALKS, ROADS AND WALLS. A PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS
NECESSARY AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TO A SIZE THAT WILL FIT INTO THE CONTROLLER COVER. THIS PRINT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND SHALL BE HERMETICALLY SEALED IN PLASTIC. THIS PLAN SHALL THEN BE SECURED TO THE BACK OF THE ENCLOSURE DOOR.
6. ON THE LID OF EACH REMOTE CONTROL VALVE BOX, HEAT IMPRINT THE VALVE DESIGNATION NUMBER.
7. IMMEDIATELY UPON THE INSTALLATION OF ANY BURIED PIPE OR EQUIPMENT, THE CONTRACTOR SHALL INDICATE ON THE DRAWINGS THE LOCATIONS OF SAID EQUIPMENT.
DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS, SIDEWALKS, CURBS AND DRIVEWAYS.
PLANTING NOTES:
1. THE PLANTING PLANS ARE DIAGRAMMATIC. MINOR ADJUSTMENTS IN PLANT LOCATIONS AND TYPE MAY BE MADE AT THE DISCRETION OF LANDSCAPE ARCHITECT OR CITY.
2. DO NOT DAMAGE PLANT ROOTBALL, CANOPY OR TRUNK DURING TRANSPORTATION OR PLANTING PROCESS.
3. ALL PLANT MATERIAL SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE LANDSCAPE ARCHITECT. PLANT MATERIALS SHALL BE REPLACED UPON REQUEST OF THE LANDSCAPE ARCHITECT OR CITY BEFORE OR AFTER INITIAL PLANTING. THE
CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT A MINIMUM OF ONE WEEK IN ADVANCE BEFORE DELIVERY OF PLANT MATERIALS TO THE SITE. THE LANDSCAPE ARCHITECT MAY ELECT TO SELECT AND TAG NEW TREES AT A NURSERY OF THEIR CHOOSING BEFORE DELIVERY TO THE SITE. IF NOT, THEN ALL TREE SPECIES SELECTED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL BY PHOTO SUBMITTAL BEFORE DELIVERY TO THE SITE.
ALL REMAINING PLANT MATERIALS SHALL BE SUBMITTED AS PHOTO SUBMITTALS TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL BEFORE DELIVERY TO THE SITE.
4. PLANTS IN ANY PHOTO SUBMITTAL MUST BE SHOWN CLEARLY, TO SCALE AND SHALL CONTAIN THE NURSERY OF ORIGIN.
LANDSCAPE PHOTO SUBMITTALS SHALL CONTAIN ALL PLANTING MATERIALS PROPOSED FOR THE SITE AND/OR ANY SUBSTITUTIONS IE. (BE A COMPLETE SUBMITTAL). PARTIAL OR INCOMPLETE LANDSCAPE SUBMITTALS SHALL BE SUBJECT TO ADDITIONAL SERVICES REQUEST BY THE LANDSCAPE ARCHITECT.
5. THE LANDSCAPE CONTRACTOR SHALL REVIEW AND INSPECT ALL PLANT MATERIAL UPON DELIVERY TO THE PROJECT SITE.
DAMAGED, UNHEALTHY, NON-STANDARD SIZED AND POOR PLANTING MATERIALS SHALL BE REJECTED AND REMOVED FROM THE PROJECT SITE. NO PLANTING MATERIALS WITH DAMAGED BARK, PEST INFESTATIONS, TOPPED OR TRIMMED BRANCHES, ROOT BOUND OR OTHER ISSUES SHALL BE ACCEPTABLE FOR USE ON THE PROJECT.
6. PLANT MATERIALS DELIVERED TO THE SITE AND REJECTED BY THE CITY OR LANDSCAPE ARCHITECT SHALL BE REMOVED IMMEDIATELY FROM THE PROJECT SITE.
7. ALL TYING MATERIALS AND MARKING TAPES SHALL BE REMOVED AT THE TIME OF PLANTING.
8. ALL PLANTS SHALL BE INSTALLED IN A VERTICAL MANNER AND HAVE SUFFICIENT TIE-DOWNS TO ASSURE THEIR VERTICALITY DURING LIFE OF THE CONTRACT AND MAINTENANCE PERIOD.
9. THE CONTRACTOR SHALL NOT ALLOW CONCRETE DUST OR OTHER POTENTIALLY TOXIC CONSTRUCTION MATERIAL TO BE SWEPT OR DRAINED INTO PLANTING AREAS OR DRAINAGE INLETS.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SOIL SAMPLES, OBTAINING SOIL ANALYSIS TESTS, PROVIDING A COPY OF RESULTS INCLUDING RECOMMENDATIONS TO THE CITY AND LANDSCAPE ARCHITECT. ADJUSTMENTS TO THE SPECIFIED SOIL AMENDMENTS HEREIN MAY BE REQUESTED BY THE CITY TO CONFORM TO THE ANALYSIS RECOMMENDATIONS. HOWEVER, ANY CHANGES MUST BE MADE AFTER THE CONTRACTOR RECEIVES WRITTEN AUTHORIZATION FROM THE CITY.
11. THE CONTRACTOR SHALL ENSURE THAT ALL EXISTING HARDSCAPE, SOFTSCAPE, UTILITIES AND OTHER SITE FURNISHINGS IN THE PUBLIC RIGHT-OF-WAY AND ADJACENT PROPERTY SHALL BE PROTECTED IN PLACE.
12. THE CONTRACTOR(S) SHALL COORDINATE BETWEEN HARDSCAPE AND DRAINAGE PLANS (CIVIL ENGINEERING PLANS) LANDSCAPE
CONSTRUCTION, AND PLANTING CONSTRUCTION TO ENSURE PLANTING BEDS, SCORE JOINTS, LANDSCAPE EDGING AND MOW CURBS ARE ALIGNED PER PLANS.
13. ALL LANDSCAPE PLANTING AREAS SHALL BE AMENDED WITH SOIL AMENDMENTS PER THE AGRONOMIC SOILS TEST RECOMMENDATIONS. ANY DISCREPANCIES WILL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR RESOLUTION. ALL RECOMMENDATIONS AND FERTILIZERS SHALL BE ORGANIC AND TESTED WITH RECOMMENDATIONS FOR ORGANIC MATERIALS.
14. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING ALL PLANTING AREAS AND PLANT MATERIAL REQUIRED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND CITY. PROPOSED PLANTING Q UANTITIES ARE AN ESTIMATE ONLY FOR THE CONTRACTOR'S CONVENIENCE. PLAN SYMBOLS TAKE PRECEDENCE OVER QUANTITIES SHOWN .CONTRACTOR TO COMPUTE
QUANTITIES FOR PLANTS LISTED BY ON-CENTER SPACING AND SUBMIT TO THE LANDSCAPE ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH THEIR WORK.
15. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM UNLESS OTHERWISE NOTED IN THE DRAWINGS. TREES ARE ALIGNED TO A PRECISE LAYOUT AS SHOWN ON PLAN. THE CONTRACTOR SHALL ENSURE TREES ARE TO BE PLACED EXACTLY AS SHOWN TO A TOLERANCE OF WITHIN 4" MEASURED IN THE HORIZONTAL PLANE.
16. ALL TREES PLANTED WITHIN 10' OF A HARDSCAPE CONDITION WITHIN THE PROJECT BOUNDARY AND 10' WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE ROOT BARRIERS INSTALLED PER NOTES, DETAILS AND SPECIFICATIONS.
17. CONTRACTOR SHALL INSTALL PLANT MATERIALS IN THE FOLLOWING SEQUENCE: A. TREES, B. SPECIMEN SHRUBS, C. SHRUBS, D.
GROUND COVER. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL COMPLETE THE FOLLOWING TASKS BEFORE BEGINNING PLANTING OPERATIONS.
17.1. TREES - STAKE EACH LOCATION PRIOR TO DIGGING HOLES. ANY TREE PLANTED WITHOUT IT'S FINAL LOCATION APPROVED BY THE LANDSCAPE ARCHITECT SHALL BE RELOCATED / REPLACED AT THE SOLE EXPENSE OF THE CONTRACTOR.
17.2. SPECIMEN 5 GALLON SHRUBS - STAKE EACH LOCATION PRIOR TO DIGGING HOLES. ANY SPECIMEN SHRUB PLANTED WITHOUT
IT'S FINAL LOCATION APPROVED BY THE LANDSCAPE ARCHITECT SHALL BE RELOCATED / REPLACED AT THE SOLE EXPENSE OF THE CONTRACTOR.
17.3. SHRUBS - STAKE OUT ALL PLANTING BEDS AND LAYOUT ALL OF THE ACTUAL PLANTING CONTAINERS ON SITE PRIOR TO DIGGING HOLES.
18. ALL PLANTED (NON TURF) FLAT AREAS SHALL RECEIVE A MINIMUM 3" MEDIUM SHREDDED DECORATIVE MULCH LAYER UNLESS OTHER FORMS OF MULCH ARE NOTED. ALL PLANTED (NON TURF) SLOPE AREAS SHALL RECEIVE A MINIMUM OF 3" SHREDDED REDWOOD (GORILLA HAIR) MULCH LAYER UNLESS OTHER FORMS OF MULCH ARE NOTED. CONTRACTOR SHALL SUBMIT MULCH SAMPLES TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO BULK DELIVERY TO THE SITE.
19. PER THE 2015 UPDATE TO THE STATE OF CALIFORNIA MODEL WATER EFFICIENT LANDSCAPE ORDINANCE, THE SOIL SHALL BE AMENDED WITH A MINIMUM OF 4 CUBIC YARDS OF COMPOST PER 1000 S.F. AND INCORPORATED TO A DEPTH OF SIX INCHES. ALL OTHER AMENDMENTS SHALL BE PER THE AGRONOMIC SOILS REPORT.
20. ANY DISCREPANCIES BETWEEN THE PLANS, NOTES AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT IMMEDIATELY FOR RESOLUTION BEFORE THE CONTRACTOR PROCEEDS WITH THEIR WORK.
21. ALL LANDSCAPING AND IRRIGATION SHALL CONFORM TO THE DEVELOPMENT STANDARDS OF THE CITY OF VISTA IN ADDITION TO ALL OTHER LANDSCAPE RELATED CITY AND REGIONAL STANDARDS.
22. ALL NON PLANTED SOFTSCAPE PAVING AREAS INCLUDING ROCK MULCH AREAS AND DECOMPOSED GRANITE AREAS SHALL INCLUDE A COMMERCIAL GRADE (30 YEAR WARRANTY) FILTER FABRIC/ WEED BARRIER THAT SHALL SEPARATE THE EXISTING GRADE FROM ANY NEW MATERIALS. IRRIGATION LINES SHALL BE INSTALLED ABOVE THE FILTER FABRIC / WEED BARRIER WHERE REQUIRED.
SAMPLES SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL BEFORE PURCHASE AND INSTALLATION.
23. ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED BY THE CONTRACTOR FOR 90 DAYS. THE MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION. DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILY TREATED OR REPLACED AT THE REQUEST OF THE LANDSCAPE ARCHITECT OR OWNER.
24. ALL LANDSCAPING AND IRRIGATION SHALL CONFORM TO THE STANDARD OF THE CITYWIDE LANDSCAPE REGULATIONS IN THE MUNICIPAL CODE PLUS ALL OTHER LANDSCAPE RELATED CITY AND REGIONAL STANDARDS.
SOILS REPORT:
1. AN AGRONOMIC SOIL REPORT AND SOIL ANALYSIS FROM A CERTIFIED, CITY APPROVED,
LABORATORY IS REQUIRED BY THE CONTRACTOR AND SHALL BE SUBMITTED TO THE
LANDSCAPE ARCHITECT AND CITY PRIOR TO COMMENCEMENT OF SOIL AMENDING FOR APPROVAL.
2. THE AGRONOMIC SOIL TESTING RESULTS AND RECOMMENDATIONS WILL BE PREPARED FOLLOWING GRADING AND PRIOR TO PLANTING.
3. THE SUBMITTED SOIL ANALYSIS SHALL INCLUDE THE FOLLOWING: SOIL TEXTURE,
PERCENTAGE OF ORGANIC MATTER, SOIL INFILTRATION RATE (MEASURED OR
DERIVED FROM SOIL
TEXTURE/INFILTRATION RATE), TABLES, PH AND TOTAL SOLUBLE SALTS,
MACRO-NUTRIENTS, MICRO-NUTRIENTS AND RECOMMENDATIONS FOR AMENDMENTS,
FERTILIZERS AND LONG-TERM MAINTENANCE FOR SLOPES, ORNAMENTAL PLANTING, TURF, AND NATIVE AREAS.
4. ALL PROPOSED SOIL AMENDMENT MATERIALS AND FERTILIZERS SHALL BE ORGANIC
ONLY AND DERIVED FROM COMPOSTED MATERIALS (NO SEWAGE SLUDGE ALLOWED) REQUIRED FOR PRE-PLANT / INSTALLATION / LONG-TERM MAINTENANCE.
5. REPORT RECOMMENDATIONS SHALL SUPERSEDE ANY PREVIOUSLY PUBLISHED SOIL PREPARATION INFORMATION.
23. GRAPHIC SYMBOLS ON THESE PLANS ARE DIAGRAMMATIC. GROUNDCOVER PLANTINGS SHALL INSTALLED WITHIN 12" OF LARGER PLANT MATERIALS AT TIME OF INSTALLATION.
24. SEE CIVIL ENGINEERING PLANS FOR HARDSCAPE DESIGN, DETAILS AND SPECIFICATIONS INCLUDING HORIZONTAL AND VERTICAL CONTROL (LAYOUT).
MAINTENANCE BY THE CONTRACTOR:
1. THE MAINTENANCE PERIOD SHALL BEGIN ON THE FIRST DAY AFTER ALL LANDSCAPE AND IRRIGATION WORK ON
THE PROJECT IS COMPLETE, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE CITY AND LANDSCAPE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD. MAINTENANCE PERIOD SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CONTINUOUS CALENDAR DAYS.
2. SOIL CONDITIONERS AND FERTILIZERS ARE TO BE USED ONLY WITH THE APPROVAL OF THE CITY'S ENVIRONMENTAL REVIEW STAFF TO PROTECT DOWNSTREAM WATERCOURSES.
3. CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS DURING THE PROGRESS OF THE LANDSCAPING OPERATIONS AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK BY THE CITY.
4. REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED.
PLANTS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY
WATERING, PRUNING, TRIMMING, EDGING, FERTILIZING (WITH APPROVAL), RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND OTHER OPERATIONS OF MAINTENANCE. LANDSCAPE
AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, AND OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY.
5. THE IRRIGATION SYSTEM SHALL REQUIRE CONTINUOUS MAINTENANCE, CLEANING, ADJUSTMENT, PART REPLACEMENT AND INSPECTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THESE
SERVICES ON A CONTINUAL AND REGULAR BASIS DURING THE MAINTENANCE PERIOD TO INSURE THE IRRIGATION SYSTEM IS PROPERLY OPERATED WITHOUT ANY PROBLEMS.
6. COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF
THE LANDSCAPE ARCHITECT AND THE CITY, IMPROPER MAINTENANCE OR THE UNHEALTHY CONDITION OF PLANTED MATERIAL IS EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD.
CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ADDITIONAL LANDSCAPE MAINTENANCE UNTIL LANDSCAPING IS COMPLETED AND ACCEPTABLE.
7. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR MAINTAINING ADEQUATE PROTECTION OF LANDSCAPE AREAS. REPAIR DAMAGED AREAS IMMEDIATELY.
SPECIAL NOTES - EXISTING TREES TO REMAIN:
1. EXISTING TREES THAT ARE TO REMAIN ON SITE SHALL BE PROTECTED IN PLACE.
2. CONTRACTOR SHALL UTILIZE AN AIR SPADE TO EXCAVATE THE SOIL AROUND EACH EXISTING TREE TO
REMAIN INSIDE THE LIMIT OF WORK AND THAT SHALL BE IMPACTED BY NEWLY PROPOSED PLANTING AND IRRIGATION WITHIN THE PROJECT LIMITS OF WORK.
3. CONTRACTOR SHALL TAKE GREAT CARE IN PROTECTING THE EXISTING ROOTS OF EACH TREE AND SHALL PLACE AMENDED BACKFILL, PLANT AND LAYOUT THE IRRIGATION SYSTEM BY HAND .
4. THE CONTRACTOR SHALL USE THE DRIP LINE OF EACH TREE AS A GENERAL RULE WHEN ESTABLISHING
PLANTING AREAS OF IMPACT TO THE EXISTING TREE IN REGARDS TO AIR SPADING, HOWEVER, IMPACT
AREAS MAY EXTEND OUTSIDE THE DRIP LINE OF AN EXISTING TREE WHERE SHALL SURFACE ROOTS ARE VISIBLE (AT THE SURFACE).
ADDITIONAL IRRIGATION NOTES & SPECIFICATIONS
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN INDEPENDENT, THIRD PARTY IRRIGATION AUDIT OF THE ENTIRE IRRIGATION SYSTEM ONCE COMPLETE. THE CONTRACTOR SHALL SUBMIT THE THIRD PARTY'S IRRIGATION AUDIT TO THE LANDSCAPE ARCHITECT AND OWNER FOR THEIR REVIEW AND RECORDS BEFORE THE 90 DAY LANDSCAPE MAINTENANCE PERIOD SHALL BEGIN. ANY AND ALL DEFICIENCIES IDENTIFIED BY THE INDEPENDENT THIRD PARTY AUDIT AND/OR THE LANDSCAPE ARCHITECT SHALL BE COMPLETED BEFORE THE END OF THE 90 DAY MAINTENANCE PERIOD.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL AND COMPLETE IRRIGATION COVERAGE OF ALL NEW PLANTING AREAS.
3. THE CONTRACTOR SHALL PROVIDE IRRIGATION DRIP LINE TUBING OVER (ON TOP OF) THE ROOT BALL OF EACH TREE IN ADDITION TO PROVIDING EACH TREE WITH A SEPARATE IRRIGATION BUBBLER (OR OTHER) SYSTEM.
4. THE CONTRACTOR SHALL ADJUST DRIP LINE TUBING AND SPRINKLERS (ROTATE SPRINKLERS) AT ALL VERTICAL OBSTRUCTIONS SUCH AS POLES, UTILITY BOXES, ETC.
5. THE CONTRACTOR SHALL SUBMIT A WRITTEN CONFIRMATION TO THE LANDSCAPE ARCHITECT AND OWNER UPON COMPLETION OF THE IRRIGATION SYSTEM STATING THAT THE CONTROLLER, MASTER VALVE AND FLOW SENSORS HAVE BEEN PROPERLY INSTALLED AND COMMUNICATE / COORDINATE WITH EACH OTHER. THIS CONFIRMATION SHOULD INCLUDE A WRITTEN STATEMENT THAT THE INSTALLED IRRIGATION SYSTEM HAS BEEN OWNER BEFORE THE 90 LANDSCAPE MAINTENANCE PERIOD SHALL BEGIN.
6. SEE CIVIL ENGINEERING PLANS FOR IRRIGATION METERS AND BACKFLOW PREVENTER ASSEMBLY(S). CONTRACTOR TO COORDINATE WITH THE COUNTY
OF SAN DIEGO AND OTHER APPLICABLE JURISDICTIONS HAVING AUTHORITY OVER THE PROJECT FOR THE TESTING AND CERTIFICATION OF THE BACKFLOW PREVENTERS. THE CONTRACTOR SHALL SUBMIT WRITTEN TEST RESULTS AND CERTIFICATION TO THE LANDSCAPE ARCHITECT, COUNTY OF SAN DIEGO AND OTHER APPLICABLE AGENCIES HAVING JURISDICTION OVER THE PROJECT.
LANDSCAPE
ADDITIONAL
PLANTING
NOTES AND
SPECIFICATIONSALTERNATE BID ITEM #2: ALL PLANTING AND PLANTING AREAS, INCLUDING ARTIFICIAL TURF.
ALTERNATE BID ITEM #4: AUTOMATIC IRRIGATION SYSTEM AFTER (DOWNSTREAM) FROM P.O.C. WITH THE FOLLOWING EXCEPTIONS; ALL SLEEVING FOR THE ENTIRE PROJECT AND
NEW MAINLINE EXTENSION / CONNECTION TO THE NEWLY PROPOSED P.O.C. ON THE PLANS. CONTRACTOR TO CAP MAINLINE AT P.O.C. BACKFLOW PREVENTER, ALL LATERAL AND DRIP LINES, CLOCKS ETC. DOWNSTREAM OF P.O.C.
SHALL BE INCLUDED AS PART OF THIS BID ALTERNATE ITEM #4.
ADDITIONAL BID ALTERNATES BY OTHERS - SEE OTHER PLANS FO.
LANDSCAPE BID ALTERNATE(s)
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 209 of 321
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
Sheet Title:
,668('FOR
CONSTRUCTION
PROJECT:
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
Description: Date:
PO BOX 1088, RANCHO SANTA FE, CA 92067
619.992.8196 | www.asrla.com
LANDSCAPE ARCHITECTURE
A S R
ANDR EW S R E ESE
Project Number:
Drawn By:
Checked By:
Approved By:
19-014-01
ASR
ASR / ACI
ASR / ACI
LANDSCAPE
IRRIGATION
LEGEND
AND NOTES
LI-1
IRRIGATION SCHEDULE:
A
SYMBOL
EFB-CPRAINBIRD
MODEL NUMBERMANUFACTURER DESCRIPTION
GALLONS PER MINUTE
CONTROLLER & STATION NO.
ELECTRIC CONTROL VALVE SIZE
PLANT TYPE
HYDRO-ZONE
2"1 1/4"
1"
3/4"
LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:
DETAIL
NUMBER
OPERATING
PRESSURE
HEAD
SPACING
WHERE IRRIGATION PRESSURE SUPPLY LINE IS SHOWN WITHIN
SIDEWALK OR PAVED AREA IT IS FOR DRAWING CLARITY. ACTUAL LOCATION TO BE OFFSET 18" BACK OF CURB, WALK OR HARDSCAPE.
DO NOT RUN ANY IRRIGATION MAINLINE OR LATERAL LINES
BENEATH TREE ROOTBALLS.
E
D
APPROVED
1" QUICK COUPLING VALVE
SCH 40 PVC
NIBCO
44-LRCRAINBIRD
G
APPROVED G
T-113 GATE VALVE (LINE SIZE)
2" & SMALLER PVC PRESSURE
SUPPLY LINE
SCH 40 PVC
w/ SCH 40 FITTINGS
1 1/2"
ELECTRIC CONTROL VALVE
(SIZE PER PLAN)
PER DETAIL DRIP LINE FLUSH VALVE
XFF-TEE, XFF-ELBOWRAINBIRD SURFACE MOUNTED ELL, TEE
OR CROSS CONNECTION
RAINBIRD XFS-CV-06-18-XX (SHRUB)IN LINE EMITTER TUBING 18" O.C.
EMITTERS 18" O.C. ROW SPACING
AS DETAILEDAS DETAILED PVC INTAKE/EXHAUST HEADER W/
XFF-MA-050 ADAPTER FITTINGS
RAINBIRD XCZ-100-COM DRIP VALVE ASSEMBLY
K
I, J
B
NOTES:
J
K
RAIN BIRD TUBING SHALL BE INSTALLED BELOW MULCH LAYER AS DETAILED. SUPPLY AND EXHAUST HEADERS SHALL BE INSTALLED BELOW GRADE AT DEPTHS SHOWN.
1. 2.
3. 4.
IN-LINE DRIP TUBING NOTES:
TUBING TO BE LAID DOWN SO THAT EMITTER OUTLETS ARE STAGGERED ON A TRIANGULAR SPACING PATTERN.
INSTALL RAIN BIRD "XFS DRIPLINE" TUBING AS SHOWN ON PLANS AND AS DESCRIBED BY CONSTRUCTION DETAILS.
SECURE TUBING AT A CONSISTENT ROW SPACING WITH RAIN BIRD #TDS-050 TIE-DOWN STAKE. NO GREATER THAN 36" ALONG LENGTH OF "XFS DRIPLINE" TUBING. USE TWO STAPLES IN AN 'X' PATTERN OVER ANY CHANGES IN DIRECTION OF RAIN BIRD TUBING.
1" MASTER VALVEGRISWOLD
CALSENSE
2000 SERIES
CS3000
APPROVED
M
OC
EXISTING
PVC LATERAL LINE (SIZE PER PLAN)
(ALL LATERAL LINES EXTENDING FROM
DRIP VALVE ASSEMBLIES TO BE 3/4")
PVC IRRIGATION SLEEVE (SEE NOTE #5)
PVC IRRIGATION SLEEVE (SEE NOTE #6)
24 STATION WALL MOUNTED
CONTROLLER ASSEMBLY
4. 3.
2. 1.
1-2" SDR 35 PVC
REQUIRED SLEEVE(S)
1-4" SDR 35 PVC
1-2" SDR 35 PVC
1-2" SDR 35 PVC
1-2" SDR 35 PVC
5. 1-20 CONTROL WIRES
1 1/4" PRESSURE SUPPLY LINE
PIPE SIZE OR WIRE QUANTITY
1" LATERAL
DRIP TUBING
3/4" LATERAL
AT THE POINT OF CONNECTION, SYSTEM HAS BEEN DESIGNED BASED ON MINIMUM STATIC WATER PRESSURE OF 60 PSI AT THE IRRIGATION STUB PROVIDED OFF THE BUILDING EXTERIOR .
CONTRACTOR SHALL FIELD VERIFY PRESSURE ON THE UPSTRAM SIDE BACKFLOW PREVENTER PRIOR
TO ORDERING MATERIALS OR STARTING ANY IRRIGATION INSTALLATION AND NOTIFY CONSULTANT OF ANY DIFFERENCE FROM STATED PRESSURE. IF CONTRACTOR FAILS TO NOTIFY CONSULTANT HE ASSUMES FULL RESPONSIBILITY FOR ANY SYSTEM ALTERATIONS AS DIRECTED BY THE CONSULTANT.
INSTALL 6" POP-UP SPRAY HEADS IN TURF AREAS. ADJUST ARC AND RADIUS OF MP-ROTATOR
NOZZLES TO PROVIDE HEAD TO HEAD COVERAGE AND PREVENT OVERSPRAY ONTO PAVED SURFACES.
REFER TO LANDSCAPE IMPROVEMENT STANDARDS AND IRRIGATION DETAILS FOR INSTALLATION PROCEDURES.
INSTALL IRRIGATION SLEEVES UNDER HARDSCAPE ELEMENTS PER THE FOLLOWING SCHEDULE:
1-2" SDR 35 PVC1" PRESSURE SUPPLY LINE
CONTRACTOR TO FIELD VERIFY SIZE, LOCATION AND QUANTITY OF EXISTING STREET SLEEVES
INSTALLED UNDER STREET IMPROVEMENT PACKAGE PRIOR TO INSTALLATION OF IRRIGATION SYSTEM AND NOTIFY CONSULTANT OF ANY DIFFERENCES.
6. F 40 PSIPROS-12-PRS40-CV
MP1000-90 & 360 NOZ.
12" POP-UP SPRAY HEAD
w/ MP ROTATOR SR SERIES NOZ.
HUNTER
1" FLOW SENSORCALSENSEFM2 NF
T HHUNTERRZWS-SERIES-10-25-CV
APPROVED SCH 40 PVC PVC LATERAL LINE (TREE ONLY)
8' - 11'
7. 8.
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE AND FULL IRRIGATION COVERAGE AT ALL NEW PLANTING AREAS.
9. CONTRACTOR SHALL ADJUST DRIP TUBING AND SPRAY HEADS AT ALL VERTICAL OBSTRUCTIONS SUCH AS POLES, UTILITY BOXES, ETC.
CONTRACTOR TO ARRANGE AND PAY FOR A 3RD PARTY IRRIGATION AUDIT AT COMPLETION OF
IRRIGATION INSTALLATION
DEEP WATERING BUBBLER
ASSEMBLY 2 PER TREE
APPROVED G1.5" & COPPER PRESSURE SUPPLY LINE
(PRE-INSTALLED UNDER PAVING)
TYPE K COPPER
w/ COPPER FITTINGS
Aqua Commercial Irrigation
810 Los Vallecitos Blvd., Suite 204
San Marcos, CA 92078
Ph: (760)750-1900 Fax: (760)750-1999
ALTERNATE BID ITEM #2: ALL PLANTING AND PLANTING AREAS, INCLUDING ARTIFICIAL TURF.
ALTERNATE BID ITEM #4: AUTOMATIC IRRIGATION SYSTEM AFTER (DOWNSTREAM) FROM P.O.C. WITH THE FOLLOWING EXCEPTIONS; ALL SLEEVING FOR THE ENTIRE PROJECT AND
NEW MAINLINE EXTENSION / CONNECTION TO THE NEWLY PROPOSED P.O.C. ON THE PLANS. CONTRACTOR TO CAP MAINLINE AT P.O.C. BACKFLOW PREVENTER, ALL LATERAL AND DRIP LINES, CLOCKS ETC. DOWNSTREAM OF P.O.C.
SHALL BE INCLUDED AS PART OF THIS BID ALTERNATE ITEM #4.
ADDITIONAL BID ALTERNATES BY OTHERS - SEE OTHER PLANS FO.
LANDSCAPE BID ALTERNATE(s)
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 210 of 321
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40825531.06TCF5
40833530.20POST/5iSQWOOD
40834530.17POST/5iSQWOOD
40835530.15POST/5iSQWOOD
40836530.06POST/5iSQWOOD
40837529.84POST/5iSQWOOD
40838529.89POST/5iSQWOOD
40839530.65BOH2
40840530.08BOH2
40841530.12SDMH/COVERED
40856529.84ACGB16 40857530.02ACGB15
40859529.73WALL1/SF8iCONC
40860529.84WALL1
40871529.48VD1
40873529.44VD2
40874529.44VD2
40875529.47VD2 40876529.41DI25
40877529.41DI25
40878529.41DI25
40879529.43DI25.CS
40881529.42SDOUT/-1.40FL6iPVC
40882529.41SDOUT/-1.40FL6iPVC
40883529.58VD1
40885529.57VD2
40886529.72VD2
40888529.70VD1
40889529.54VD1
40891529.54VD2
40892529.44VD2
40894529.44VD1
40895529.28VD1
40897529.27VD2
40898529.09VD2
40900529.10VD1 VD2
40901529.19SCO
40964529.97WVLV
X
A
X
40039528.14TCF1
40040527.47GFL1
40041527.61LIP1
40042528.20LIP1
40043528.04GFL140044528.73TCF1
40045529.28TCF1
40046528.60GFL1
40047528.74LIP1
40048529.43LIP1
40049529.26GFL140050529.93TCF1
40051530.47TCF1
40052529.77GFL1
40053529.92LIP1
40054530.75LIP1.PT
40055530.60GFL1.PT40056531.26TCF1.PT
40057531.62TCF1 CI1
40058530.85GFL1
40059531.11LIP140060531.10DI1
40061530.79DI1
40062530.85DI1
40063531.17DI1.CS
40064531.21LIP1
40065531.67CI1
40066532.18CI1
40067532.17TCF1 CI1
40068531.40GFL1
40069531.63LIP1
40070531.93LIP1.BC
40071531.83GFL1.BC40072532.47TCF1.BC
40073533.06TCF1
40074532.45GFL1
40075532.55LIP1
40076533.10LIP1
40077532.96GFL140078533.60TCF1
40079533.87TCF1.PT
40080533.20GFL1.PT
40081533.35LIP1.PT
40082533.67TELPED
40083533.73CLF1 CLF2
40084534.07CLF1.BC
40085533.36CLF1
40086532.16CLF1
40087531.53CLF1
40089531.28CLF1
40090530.50CLF1
40091530.06CLF1.PT
40092529.91CLF1 GATE1
40093529.69CLF3 GATE1
40094529.51CLF3.BC
40097529.20CLF3
40098528.69CLF3
40100528.43STLT
40101528.40CLF3
40104528.56CLF3.PT
US
MAIL
40105528.24MAILBOX
40140527.80DI240141527.72DI2
40142527.71DI2
40143527.82DI2.CS
40144527.84SDIN/-4.38FL CANT SEE SIZE
40145
527.75
SDOUT/-4.4FL CMP
40341528.81TSN
40342528.03POST/4iSQWOOD
40348529.86ICV
40349530.09ICBX
40350529.91HOSEBIB
40351530.22GAS1/?/1.5iRSR
40359528.55POST/SDCOVERS
40360528.84SIGN1CL6iWOOD
40361529.03SIGN1CL6iWOOD
40362529.22TSN
40393529.38TSN
40410529.78SCO
40411529.87SCO
PB
40412530.08TSPB
40414530.29FF
40551529.29CVLT1
40552529.22CVLT1
40553529.22CVLT1
40554529.36CVLT1.CS
40659531.68POST/4iSQWOD
40688530.62ACGB640689530.57ACGB6
40690530.66ACGB6
40691530.67ACGB6
40692530.86ACGB6
40693530.85ACGB6.CS
40696530.25DI8
40697530.25DI840698530.29DI8
40699530.28DI8.CS
40700530.27SDMH
40707530.26POST/SDCOVERS
40710530.13POST/4iSQWOOD
40711
530.29
SDOUT/-1.45FL10iSQCONC
40721529.23DI11 40722529.22DI11
40723529.22DI1140724529.22
DI11.CS
40770533.50RETWAL1/EF10iKEYSTONE
40801535.73CLF2
40802535.47CLF2
40803535.13CLF2
40804533.28KRAIL1/TOP CL
40805533.39KRAIL1/TOP CL
40808533.36RETWAL1
40810534.52CLF2
40811534.20CLF2
40813533.38RETWAL1
40814533.40RETWAL1
40815533.38RETWAL1/TW
40822530.64TCF5
40823530.65TCF5
40824530.87TCF5
40825531.06TCF5
40833530.20POST/5iSQWOOD
40834530.17POST/5iSQWOOD
40835530.15POST/5iSQWOOD
40836530.06POST/5iSQWOOD
40837529.84POST/5iSQWOOD
40838529.89POST/5iSQWOOD
40839530.65BOH2
40840530.08BOH2
40841530.12SDMH/COVERED
40856529.84ACGB16 40857530.02ACGB15
40859529.73WALL1/SF8iCONC
40860529.84WALL1
40871529.48VD1
40873529.44VD2
40874529.44VD2
40875529.47VD2 40876529.41DI25
40877529.41DI25
40878529.41DI25
40879529.43DI25.CS
40881529.42SDOUT/-1.40FL6iPVC
40882529.41SDOUT/-1.40FL6iPVC
40883529.58VD1
40885529.57VD2
40886529.72VD2
40888529.70VD1
40889529.54VD1
40891529.54VD2
40892529.44VD2
40894529.44VD1
40895529.28VD1
40897529.27VD2
40898529.09VD2
40900529.10VD1 VD2
40901529.19SCO
40964529.97WVLV
X
A
X
F
C
T
T
T
T
T
T
T
T
T
A
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
Sheet Title:
,668(' FOR
CONSTRUCTION
PROJECT:
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
Description: Date:
PO BOX 1088, RANCHO SANTA FE, CA 92067
619.992.8196 | www.asrla.com
LANDSCAPE ARCHITECTURE
A S R
ANDR EW S R E ESE
Project Number:
Drawn By:
Checked By:
Approved By:
19-014-01
ASR
ASR / ACI
ASR / ACI
LANDSCAPE
IRRIGATION
PLAN
LI-2
WHERE IRRIGATION PRESSURE SUPPLY LINE IS SHOWN WITHIN
SIDEWALK OR PAVED AREA IT IS FOR DRAWING CLARITY. ACTUAL LOCATION TO BE OFFSET 18" BACK OF CURB, WALK OR HARDSCAPE.
DO NOT RUN ANY IRRIGATION MAINLINE OR LATERAL LINES
BENEATH TREE ROOTBALLS.
Aqua Commercial Irrigation
810 Los Vallecitos Blvd., Suite 204
San Marcos, CA 92078
Ph: (760)750-1900 Fax: (760)750-1999
2"1 1/4"
1"
3/4"
LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:
1 1/2"
GRAPHIC SCALE: 1" = 20'
20'10' 0'20'40'
S
W E
N
1 "41
1 "41
1 "41
1 "41
1 "41
1 "41
8 1"
1 TREE
9 1"
4 S-DRIP
7 1"
5 S-DRIP
3 1"
4 S-DRIP
2 1"
1 TREE
1 "41
1 1"
1 S-DRIP
1"
1"
1"
1"
1 "41
5 1"
4 S-DRIP
6 1"
3 SHRUB
1"1"
1"4
1"
4 S-DRIP
3/4" IRRIGATION DRIP LATERALS TO BE
INSTALLED PRIOR TO THE INSTALLATION
OF THE HARDSCAPE AROUND BUILDING.
3/4" IRRIGATION DRIP LATERALS TO BE
INSTALLED PRIOR TO THE INSTALLATION
OF THE HARDSCAPE AROUND BUILDING.
3/4" IRRIGATION DRIP LATERALS TO BE
INSTALLED PRIOR TO THE INSTALLATION
OF THE HARDSCAPE AROUND BUILDING.
1.25" PRESSURE SUPPLY LINE, CONTROL AND COMMON
WIRES TO BE INSTALLED WITHIN FENCED AREA WHERE
THERE IS NO AREA BETWEEN FENCE AND SIDEWALK.
3 1
1 2
4 1
1 4
1 CONTROLLER
INSTALL ONE (1) CALSENSE CS3-24/CS3-GR/GR-STUBBY/COMM-5YR 24 STATION PEDESTAL MOUNT CONTROLLER ON CONCRETE PAD AS DETAILED. 120 VOLT ELECTRICAL SERVICE TO BE PROVIDED FROM ELECTRICAL PULL BOX WITHIN 50' OF FIELD SATELLITE UNIT. CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION TO CONTROLLERS. CONTRACTOR ALSO RESPONSIBLE FOR CONNECTION OF FLOW SENSOR CABLE FROM P.O.C TO CONTROLLER. FINAL LOCATION OF CONTROLLER IS TO BE APPROVED BY OWNERS REPRESENTATIVE.
INSTALL 14 AWG IN CONDUIT BETWEEN THE FLOW METER AND THE CONTROLLER.
POINT OF CONNECTION
LOCATE AND CONNECT TO THE EXISTING IRRIGATION SUPPLY LINE STUB IN THIS APPROXIMATE LOCATION AND INSTALL MASTER VALVE AND FLOW SENSOR AS DETAILED.
CONTINUE EXTENSION OF PRESSURE SUPPLY LINE TO IRRIGATION SYSTEM AS SHOWN. 3/4" IRRIGATION DRIP LATERALS TO BE
INSTALLED PRIOR TO THE INSTALLATION
OF THE HARDSCAPE AROUND BUILDING.
1" COPPER PRESSURE SUPPLY TO
BE PRE-INSTALLED UNDER PAVING
TO SHRUB AREA WHERE SHOWN.
ALTERNATE BID ITEM #2: ALL PLANTING AND PLANTING AREAS, INCLUDING ARTIFICIAL TURF.
ALTERNATE BID ITEM #4: AUTOMATIC IRRIGATION SYSTEM AFTER (DOWNSTREAM) FROM P.O.C. WITH THE FOLLOWING EXCEPTIONS; ALL SLEEVING FOR THE ENTIRE PROJECT AND
NEW MAINLINE EXTENSION / CONNECTION TO THE NEWLY PROPOSED P.O.C. ON THE PLANS. CONTRACTOR TO CAP MAINLINE AT P.O.C. BACKFLOW PREVENTER, ALL LATERAL AND DRIP LINES, CLOCKS ETC. DOWNSTREAM OF P.O.C.
SHALL BE INCLUDED AS PART OF THIS BID ALTERNATE ITEM #4.
ADDITIONAL BID ALTERNATES BY OTHERS - SEE OTHER PLANS FO.
LANDSCAPE BID ALTERNATE(s)
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 211 of 321
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
Sheet Title:
,668('FOR
CONSTRUCTION
PROJECT:
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
Description: Date:
PO BOX 1088, RANCHO SANTA FE, CA 92067
619.992.8196 | www.asrla.com
LANDSCAPE ARCHITECTURE
A S R
ANDR EW S R E ESE
Project Number:
Drawn By:
Checked By:
Approved By:
19-014-01
ASR
ASR / ACI
ASR / ACI
LANDSCAPE
IRRIGATION
DETAILS
AND NOTES
LI-3
I IN-LINE DRIP TUBING LAYOUT N.T.S.
SECTION
H TREE IRRIGATION-SUPPLEMENTAL N.T.S.
SECTION
RAIN BIRD XFF-MA-050 ADAPTER FITTING
(RAIN BIRD TUBING TO PVC FITTING)
WALK OR CURB
3/4" END PIPE HEADER
DRIP VALVE ASSEMBLY
(SEE DETAILS B &C SHEET LI-3)RAINBIRD XFS-CV-06-18-XXX IN-LINE EMITTER TUBING EMITTERS AT 18" INTERVALS (SHRUB)
LINE FLUSHING VALVE
(SEE DETAIL #L THIS SHEET)
1" PVC SCH 40 SUPPLY HEADER
18" TUBE SPACING (SHRUB)
12" TUBE SPACINF (TURF).
CONTINUATION OF SYSTEM
INSTALL TUBING 4" FROM CURB OR
WALK
18" TYP. SHRUB
PVC EXHAUST HEADER ASSEMBLY &
FITTINGS
6"
RAINBIRD XFF-TEE OR XFF-ELBOW FOR SURFACE MOUNTED CONNECTIONS
CURB, WALK, WALL OR EDGE OF PLANTING AREA
8"
4"
12"
AMENDED SOIL
3/4" X 1/2" X 3/4", S x S x T
PVC SCH 40 TEE OR ELL
RAINBIRD XFS-CV-06-18-XXX IN-LINE
EMITTER TUBING EMITTERS AT 18"
INTERVALS
RAINBIRD XFF-MA-050 ADAPTER -
FITTING (RAINBIRD TUBING TO PVC
FITTING)
FINISH
GRADE
1/2" PVC SCH 40 SUPPLY RISER
TRENCH FOR SUPPLY &
EXHAUST HEADERS
3/4" PVC SCH 40 SUPPLY
OR EXAUST HEADER
1/2" SCH 40 FPT TEE (TYPICAL)
TRENCH
BOTTOM
J IN-LINE DRIP HEADER MANIFOLD N.T.S.
SECTION K DRIP FLUSH VALVE N.T.S.
SECTION
ELEVATION
PLAN
3"
FINISH GRADE
INSERTxMIP 90 ELL
1/2" PVC BALL VALVE (FxF)
MIPxFIP SCH. 40 PVC 90 ELL
SCH. 80 PVC NIPPLE- 1/2" x 6"
FIPxFIP SCH. 40 PVC 90 ELL
3/4" CRUSHED GRAVEL SUMP (1 CU. FT.)
PVC PIPING TO IN-LINE DRIP HEADER
MANIFOLD OR POLYTUBING AT END OF
POINT SOURCE DRIP SYSTEMS
18"x\" I.D. EXCALIBER IRR. FLEX HOSE THIN
WALLED
INSERT x MIP 90 ELL
10" VALVE BOX TO REST
ON GRAVEL SUMP.
PVC PIPING TO IN-LINE DRIP HEADER
MANIFOLD OR POLYTUBING AT END OF
POINT SOURCE DRIP SYSTEMS
CHECK VALVE
FINISH SOIL GRADE
GRATED CAP
BUBBLER
SWING JOINT
ASSEMBLY (PART OF
DEEP ROOT WATERING
ASSEMBLY
LATERAL; TEE OR
ELL/PIPE SCH. 40 PVC.
DEEP ROOT WATERING
SYSTEM ASSEMBLY
WITH SWING JOINT.
ROOTBALL
LATERAL PIPING
PLAN
PLANTING PIT
HUNTER
RZWS-10-25-CV 10"DEEP
ROOT WATERING SYSTEM
ASSEMBLY WITH SWING
JOINT.
1/2" SCH 40 PVC
LATERAL PIPE.
1/2" SCH 40 S x T ELL
FITTING
HUNTER RZWS-10-25-CV
10"DEEP ROOT WATERING
SYSTEM ASSEMBLY WITH
SWING JOINT.
PURPLE
12" TYP. TURF
18" TYP. SHRUB
12" TYP. TURF
RAINBIRD XFS-06-12-XXX IN-LINE EMITTER
TUBING EMITTERS AT 12" INTERVALS (TURF)
TUBING SHALL BE STAPLED TO THE SOIL SURFACE 3' O.C. ALONG EACH TUBING LENGTH WITH RAIN BIRD TDS-050 BEND GALVANIZED TIE-DOWN STAKES.
NOTES:
TUBING SHALL BE INSTALLED FOR SUBSURFACE TURF APPLICATIONS SUCH THAT TOP OF TUBING IS 4" DEEP.
TURF WILL REQUIRE HAND SURFACE WATERING UNTIL ESTABLISHED.
1. 2.
3. 10" ROUND VALVE BOX BRAND "BO" ON LID OF
VALVE BOX. REFER TO TECHNICAL SPECS.
A CONTROL VALVE N.T.S.
SECTION
PRESSURE SUPPLY LINE (PURPLE)
STAINLESS STEEL CLAMP (2)
LOCKING RUBBER CAP
FINISH GRADE
QUICK COUPLING VALVE
3" MAX.2" MIN.
10" ROUND VALVE BOX BRAND "QC" INTO VALVE
BOX LID. REFER TO TECHNICAL SPECIFICATIONS.
VALVE BOX TO REST ON GRAVEL SUMP.
SPEARS PRE-ASSEMBLED 1" SWING JOINT
RISER ASSEMBLY MODEL NUMBER
5807-01010 MIPT INLET x MIPT OUTLET
1/2" x 36" GALVANIZED STEEL
SUPPORT PIPE
3/4" SCREENED GRAVEL
SUMP - 1 CU. FT.
1" SCH.80 PVC NIPPLE LENGTH AS
REQUIRED
1" SCH. 40 PVC PIPE, LENGTH AS REQUIRED
3/4" PVC LATERAL DRIP HEADER LINE
STANDARD RECTANGULAR VALVE BOX W/
LOCKING LID. BRAND CONTROLLER
STATION NUMBER ON VALVE BOX LID.
REFER TO TECHNICAL SPECIFICATIONS .
VALVE BOX TO REST ON GRAVEL SUMP.
RAIN BIRD XCZ-PBR-100-COM CONTROL ZONE
KIT INCLUDES BALL VALVE, CONTROL VALVE,
AND PRESSURE REGULATING BASKET FILTER
1" FPT x SLIP COUPLING W/ 1" X 3/4" SLIP
REDUCER
1" STREET 90° SxT SCH 40
3/4" SCREENED GRAVEL SUMP - 2 CU. FT.
APPROVED GEOTEXTILE FILTER FABRIC.
EXTEND 10" UP VALVE BOX EXTERIOR
WALLS - ALL SIDES.
PVC SERVICE TEE
PVC PRESSURE SUPPLY LINE (PURPLE)
SERVICE TEE - SOLVENT WELD OR
GASKETED FITTING. REFER TO
TECHNICAL SPECIFICATIONS
NOTE:
VALVE INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. SUMP TO BE LINED WITH ONE CONTINUOUS PIECE OF GEOTEXTILE FILTER FABRIC EXTENDING FABRIC 10" UP ALL EXTERIOR SIDES OF VALVE BOX. VALVE BOX TO BE SET FLUSH WITH FINISH GRADE. VALVE ASSEMBLY TO BE CONTAINED AND CENTERED WITHIN VALVE BOX. NO PART OF ASSEMBLY TO CONTACT BOX LID. DO NOT CUT BOX.
PROVIDE 12" DIAMETER LOOP (MIN.) OF SPARE WIRES FROM CONTROLLER INSIDE EACH VALVE BOX.
VALVE BOXES TO BE SPACED EVENLY FROM WALK OR CURB AND FROM EACH OTHER. 3/4" SCH. 40 PVC PIPE, LENGTH AS REQUIRED
3/4" PVC LATERAL DRIP HEADER LINE
RAIN BIRD XCZ-075-PRF CONTROL ZONE
KIT INCLUDES CONTROL VALVE, AND
PRESSURE REGULATING Y FILTER
3/4" FPT x SLIP COUPLING
3/4" STREET 90° SxT SCH 40
3/4" SCREENED GRAVEL SUMP - 2 CU. FT.
APPROVED GEOTEXTILE FILTER FABRIC.
EXTEND 10" UP VALVE BOX EXTERIOR
WALLS - ALL SIDES.
PVC SERVICE TEE
PVC PRESSURE SUPPLY LINE (PURPLE)
3/4" SPEARS PVC SCH. 80 BALL VALVE
NOTE: DIAMETERS OF RISER, FITTINGS, BALL VALVE AND NIPPLE SHALL EQUAL CONTROL VALVE DIAMETER.
PVC SERVICE TEE
APPROVED GEOTEXTILE FILTER FABRIC. EXTEND
10" UP VALVE BOX EXTERIOR WALLS - ALL SIDES.
PVC PRESSURE SUPPLY LINE (PURPLE)
SCH. 40 PVC PIPE, LENGTH AS REQUIRED
3/4" SCREENED GRAVEL SUMP - 2 CU. FT.
ELECTRIC CONTROL VALVE
SCH. 40 PVC 90 ELL SLIP X SLIP
VALVE SIZE X CLOSE SCH. 80 PVC NIPPLE (TYPICAL).
SPEARS PVC BALL VALVE
FINISH GRADE
PVC LATERAL - 45 ELL TO 12" DEPTH
B DRIP VALVE (LOW FLOW)
3 GPM & LESS
N.T.S.
SECTION C DRIP VALVE (MED. FLOW)
GREATER THAN 3 GPM
N.T.S.
SECTION D GATE VALVE N.T.S.
SECTION
3"
4"
FINISH GRADE
10" ROUND VALVE BOX
BRAND "GV" ON LID OF
VALVE BOX. REFER TO TECHNICAL SPECS.
VALVE BOX TO REST ON GRAVEL SUMP.
6" CLASS 160PVC SLEEVE BOTTOM TO BE
FLARED AND CONTACT TOP OF PRESSURE
SUPPLY LINE
SLIPxMIPT SCH.40 PVC ADAPTER (2)
GATE VALVE W/BRASS CROSS HANDLE
PVC PRESSURE SUPPLY LINE (PURPLE)
VALVE INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. SUMP TO BE LINED WITH ONE CONTINUOUS PIECE OF GEOTEXTILE FILTER FABRIC EXTENDING FABRIC 10" UP ALL EXTERIOR SIDES OF VALVE BOX. VALVE BOX TO BE SET FLUSH WITH FINISH GRADE. VALVE ASSEMBLY TO BE CONTAINED AND CENTERED WITHIN VALVE BOX. NO PART OF ASSEMBLY TO CONTACT BOX LID. DO NOT CUT BOX.
PROVIDE 12" DIAMETER LOOP (MIN.) OF SPARE WIRES FROM CONTROLLER INSIDE EACH VALVE BOX.
VALVE BOXES TO BE SPACED EVENLY FROM WALK OR CURB AND FROM EACH OTHER.
NOTE:
VALVE INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. SUMP TO BE LINED WITH ONE CONTINUOUS PIECE OF GEOTEXTILE FILTER FABRIC EXTENDING FABRIC 10" UP ALL EXTERIOR SIDES OF VALVE BOX. VALVE BOX TO BE SET FLUSH WITH FINISH GRADE. VALVE ASSEMBLY TO BE CONTAINED AND CENTERED WITHIN VALVE BOX. NO PART OF ASSEMBLY TO CONTACT BOX LID. DO NOT CUT BOX.
PROVIDE 12" DIAMETER LOOP (MIN.) OF SPARE WIRES FROM CONTROLLER INSIDE EACH VALVE BOX.
VALVE BOXES TO BE SPACED EVENLY FROM WALK OR CURB AND FROM EACH OTHER. 3/4" SCREENED GRAVEL SUMP 1 CU. FT.
E QUICK COUPLING VALVE N.T.S.
SECTION F 6" POP-UP SPRAY HEAD
3 GPM & LESS
N.T.S.
SECTION
HUNTER MP ROTATOR NOZZLE
USE TEFLON TAPE ON ALL THREADED CONNECTIONS UNLESS SPECIFICALLY INDICATED BY THE MANUFACTURER OF THE COMPONENT TO NOT USE TEFLON TAPE.
RAIN BIRD WC100 WIRE CONNECTOR.
2" MIN.
4" MAX.
CONTROL WIRES
RAIN BIRD WC100 WIRE CONNECTOR.
CONTROL WIRES
NOTE:
RAIN BIRD WC100 WIRE CONNECTOR.
CONTROL WIRES
STANDARD RECTANGULAR VALVE BOX W/
LOCKING LID. BRAND CONTROLLER
STATION NUMBER ON VALVE BOX LID.
REFER TO TECHNICAL SPECIFICATIONS .
VALVE BOX TO REST ON GRAVEL SUMP.
STANDARD RECTANGULAR VALVE BOX W/ LOCKING LID.
BRAND CONTROLLER STATION NUMBER ON VALVE BOX
LID. REFER TO TECHNICAL SPECIFICATIONS . VALVE
BOX TO REST ON GRAVEL SUMP.
L DRIP TUBING AT EXISTING TREES
FOR EXISTING TREES ONLY WITHIN INLINE-DRIP TUBING LAYOUT N.T.S.
SECTION
EMITTER TUBING & FITTINGS
12"
12"
EXISTING TREE TRUNK
NOTE:
INSTALL EMITTER TUBING 12" AWAY FROM EXISTING TREE TRUNK.
Aqua Commercial Irrigation
810 Los Vallecitos Blvd., Suite 204
San Marcos, CA 92078
Ph: (760)750-1900 Fax: (760)750-1999
FINISHED GRADE
NOTES:
1. 2.
3. NATIVE SOIL AS APPROVED BACKFILL
W/ MINUS 1/4" MATERIAL
CONTROL WIRING BELOW PRESSURE
SUPPLY LINE
PRESSURE SUPPLY LINE
PVC LATERAL PIPING / POINT SOURCE
DRIP TUBING
ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES
BUNDLE AND TAPE WIRING AT 10' INTERVALS.
INSTALL ALL CONTROL AND COMMON WIRING TO THE
SIDE AND BELOW THE PRESSURE SUPPLY LINE.
G TRENCHING N.T.S.
SECTION
18"
MIN.
12"
MIN.
6"
MIN.
4.WHERE PIPING AND CONTROLL WIRE OCCURS BENEATH
PAVING, SLEEVING SHALL BE AT SAME DEPTH AS
SHOWN IN DETAIL
CURB AND GUTTER OR SIDEWALK
SET BOTTOM OF CAP AT GRADE
WHERE APPLICABLE
12" HI-POP SPRAY HEAD
LOCATE 6" AWAY FROM WALLS AND
OTHER VERTICAL SURFACES.
6"
1/2" X 8" SCH.80 PVC NIPPLE
1/2" MIPxFIP MARLEX 90 ELL (2)
1/2" X 4" SCH.80 PVC NIPPLE
1/2" MIPxFIP MARLEX 90 ELL
SOLVENT WELD SCH.40 PVC FITTING
PVC LATERAL - RECYCLED PURPLE
ALTERNATE BID ITEM #2: ALL PLANTING AND PLANTING AREAS, INCLUDING ARTIFICIAL TURF.
ALTERNATE BID ITEM #4: AUTOMATIC IRRIGATION SYSTEM AFTER (DOWNSTREAM) FROM P.O.C. WITH THE FOLLOWING EXCEPTIONS; ALL SLEEVING FOR THE ENTIRE PROJECT AND
NEW MAINLINE EXTENSION / CONNECTION TO THE NEWLY PROPOSED P.O.C. ON THE PLANS. CONTRACTOR TO CAP MAINLINE AT P.O.C. BACKFLOW PREVENTER, ALL LATERAL AND DRIP LINES, CLOCKS ETC. DOWNSTREAM OF P.O.C.
SHALL BE INCLUDED AS PART OF THIS BID ALTERNATE ITEM #4.
ADDITIONAL BID ALTERNATES BY OTHERS - SEE OTHER PLANS FO.
LANDSCAPE BID ALTERNATE(s)
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 212 of 321
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
Sheet Title:
,668(' FOR
CONSTRUCTION
PROJECT:
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
Description: Date:
PO BOX 1088, RANCHO SANTA FE, CA 92067
619.992.8196 | www.asrla.com
LANDSCAPE ARCHITECTURE
A S R
ANDR EW S R E ESE
Project Number:
Drawn By:
Checked By:
Approved By:
19-014-01
ASR
ASR / ACI
ASR / ACI
LANDSCAPE
IRRIGATION
DETAILS
AND NOTES
LI-4
FINISH GRADE
RECTANGULAR VALVE BOX WITH
EXTENSION - BRAND "MV" INTO
VALVE BOX LID. REFER TO
TECHNICAL SPECIFICATIONS.
SLIPxMIPT SCH. 40 PVC ADAPTER (2)
APPROVED GEOTEXTILE FILTER
FABRIC
PRESSURE SUPPLY LINE
3/4" SCREENED GRAVEL SUMP
2 CU. FT.
ELECTRIC CONTROL VALVE
M MASTER VALVE N.T.S.
SECTION N FLOW SENSOR N.T.S.
SECTION
RAIN BIRD WC100 WIRE CONNECTOR.
CONTROL WIRES18"
MAX.
STANDARD RECTANGULER VALVE
BOX WITH EXTENSIONS - BRAND "FS"
INTO VALVE BOX LID. REFER TO
TECHNICAL SPECIFICATIONS.
UPSTREAM
10 x PIPE DIA. MIN.
TO MASTER VALVE TO IRRIGATION SYSTEM
DOWNSTREAM
5 x PIPE DIA. MIN.
FLOW
DIRECTION CHANGE
NO FITTINGS ORNO FITTINGS OR
DIRECTION CHANGE
FINISH GRADE
SLIPxMIPT SCH. 40 PVC ADAPTOR (2)
3/4" SCREENED GRAVEL SUMP 2 CU. FT.
FLOW SENSOR (SEE IRRIGATION
SCHEDULE)
(2) 14 GAUGE CONTROL WIRES FROM
FLOW SENSOR LEADS TO CONTROLLER
- REFER TO PLANS FOR LOCATION.
WATER PROOF WIRE CONNECTORS -
3M SHOTCHLOK # 3570
APPROVED GEOTEXTILE FILTER FABRIC.
EXTEND 10" UP VALVE BOX EXTERIOR WALLS
- ALL SIDES AND FOLD 2" OVER.
O CONTROLLER ASSEMBLY N.T.S.
SECTION
Aqua Commercial Irrigation
810 Los Vallecitos Blvd., Suite 204
San Marcos, CA 92078
Ph: (760)750-1900 Fax: (760)750-1999
STAINLESS STEEL FLIP TOP
LID, SHOWN IN OPEN
POSITION
STAINLESS STEEL TOP-ENTRY
CONTROLLER ENCLOSURE NEMA 3R
RAINPROOF RATED W/ DOME
ANTENNA
TP-1 TRANSIENT PROTECTION BOARD
W/ TERMINALS FOR VALVE WIRES.
CALSENSE TP-110
SURGE ARRESTOR
POWER SWITCH AND RECEPTACLE
CONTROLLER, ENCLOSURE AND ALL
OF THE REQUIRED COMPONENTS
SHALL BE PART OF A PRE-ASSEMBLED
CONTROLLER ASSEMBLY
STAINLESS STEEL, U.L. LISTED,
PREDRILLED, REMOVABLE BACKBOARD
TERMINAL BLOCKS FOR
COMMUNICATION CABLE
#6 SOLID COPPER GROUND WIRE
CONNECT TO GRD. TERMINAL
1 1/4" PVC CONDUIT/SWEEP
FOR ELECTRICAL SERVICE
TWO (2) 2" PVC CONDUITS FOR
CONTROL WIRES TO VALVES
5/8" DIA. x 8' COPPER GROUND ROD
W/#10 GROUND WIRE AND BRONZE
CLAMP W/IN PVC SLEEVE THRU SLAB
1" PVC CONDUIT/SWEEP FOR FLOW
SENSOR/MCV WIRES
120 VAC JUNCTION BOX
NOTES:
CS3000 CONTROLLER
POURED CONCRETE PAD
24" x 26" x 8" DEEP SLOPE
EDGES TO DRAIN
ALTERNATE BID ITEM #2: ALL PLANTING AND PLANTING AREAS, INCLUDING ARTIFICIAL TURF.
ALTERNATE BID ITEM #4: AUTOMATIC IRRIGATION SYSTEM AFTER (DOWNSTREAM) FROM P.O.C. WITH THE FOLLOWING EXCEPTIONS; ALL SLEEVING FOR THE ENTIRE PROJECT AND
NEW MAINLINE EXTENSION / CONNECTION TO THE NEWLY PROPOSED P.O.C. ON THE PLANS. CONTRACTOR TO CAP MAINLINE AT P.O.C. BACKFLOW PREVENTER, ALL LATERAL AND DRIP LINES, CLOCKS ETC. DOWNSTREAM OF P.O.C.
SHALL BE INCLUDED AS PART OF THIS BID ALTERNATE ITEM #4.
ADDITIONAL BID ALTERNATES BY OTHERS - SEE OTHER PLANS FO.
LANDSCAPE BID ALTERNATE(s)
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 213 of 321
40039528.14TCF1
40040527.47GFL1
40041527.61LIP1
40042528.20LIP1
40043528.04GFL140044528.73TCF1
40045529.28TCF1
40046528.60GFL1
40047528.74LIP1
40048529.43LIP1
40049529.26GFL140050529.93TCF1
40051530.47TCF1
40052529.77GFL1
40053529.92LIP1
40054530.75LIP1.PT
40055530.60GFL1.PT40056531.26TCF1.PT
40057531.62TCF1 CI1
40058530.85GFL1
40059531.11LIP140060531.10DI1
40061530.79DI1
40062530.85DI1
40063531.17DI1.CS
40064531.21LIP1
40065531.67CI1
40066532.18CI1
40067532.17TCF1 CI1
40068531.40GFL1
40069531.63LIP1
40070531.93LIP1.BC
40071531.83GFL1.BC40072532.47TCF1.BC
40073533.06TCF1
40074532.45GFL1
40075532.55LIP1
40076533.10LIP1
40077532.96GFL140078533.60TCF1
40079533.87TCF1.PT
40080533.20GFL1.PT
40081533.35LIP1.PT
40082533.67TELPED
40083533.73CLF1 CLF2
40084534.07CLF1.BC
40085533.36CLF1
40086532.16CLF1
40087531.53CLF1
40089531.28CLF1
40090530.50CLF1
40091530.06CLF1.PT
40092529.91CLF1 GATE1
40093529.69CLF3 GATE1
40094529.51CLF3.BC
40097529.20CLF3
40098528.69CLF3
40100528.43STLT
40101528.40CLF3
40104528.56CLF3.PT
US
MAIL
40105528.24MAILBOX
40140527.80DI240141527.72DI2
40142527.71DI2
40143527.82DI2.CS
40144527.84SDIN/-4.38FL CANT SEE SIZE
40145
527.75
SDOUT/-4.4FL CMP
40341528.81TSN
40342528.03POST/4iSQWOOD
40348529.86ICV
40349530.09ICBX
40350529.91HOSEBIB
40351530.22GAS1/?/1.5iRSR
40359528.55POST/SDCOVERS
40360528.84SIGN1CL6iWOOD
40361529.03SIGN1CL6iWOOD
40362529.22TSN
40393529.38TSN
40410529.78SCO
40411529.87SCO
PB
40412530.08TSPB
40414530.29FF
40551529.29CVLT1
40552529.22CVLT1
40553529.22CVLT1
40554529.36CVLT1.CS
40659531.68POST/4iSQWOD
40688530.62ACGB640689530.57ACGB6
40690530.66ACGB6
40691530.67ACGB6
40692530.86ACGB6
40693530.85ACGB6.CS
40696530.25DI8
40697530.25DI840698530.29DI8
40699530.28DI8.CS
40700530.27SDMH
40707530.26POST/SDCOVERS
40710530.13POST/4iSQWOOD
40711
530.29
SDOUT/-1.45FL10iSQCONC
40721529.23DI11 40722529.22DI11
40723529.22DI1140724529.22
DI11.CS
40770533.50RETWAL1/EF10iKEYSTONE
40801535.73CLF2
40802535.47CLF2
40803535.13CLF2
40804533.28KRAIL1/TOP CL
40805533.39KRAIL1/TOP CL
40808533.36RETWAL1
40810534.52CLF2
40811534.20CLF2
40813533.38RETWAL1
40814533.40RETWAL1
40815533.38RETWAL1/TW
40822530.64TCF5
40823530.65TCF5
40824530.87TCF5
40825531.06TCF5
40833530.20POST/5iSQWOOD
40834530.17POST/5iSQWOOD
40835530.15POST/5iSQWOOD
40836530.06POST/5iSQWOOD
40837529.84POST/5iSQWOOD
40838529.89POST/5iSQWOOD
40839530.65BOH2
40840530.08BOH2
40841530.12SDMH/COVERED
40856529.84ACGB16 40857530.02ACGB15
40859529.73WALL1/SF8iCONC
40860529.84WALL1
40871529.48VD1
40873529.44VD2
40874529.44VD2
40875529.47VD2 40876529.41DI25
40877529.41DI25
40878529.41DI25
40879529.43DI25.CS
40881529.42SDOUT/-1.40FL6iPVC
40882529.41SDOUT/-1.40FL6iPVC
40883529.58VD1
40885529.57VD2
40886529.72VD2
40888529.70VD1
40889529.54VD1
40891529.54VD2
40892529.44VD2
40894529.44VD1
40895529.28VD1
40897529.27VD2
40898529.09VD2
40900529.10VD1 VD2
40901529.19SCO
40964529.97WVLV
X
A
X
40039528.14TCF1
40040527.47GFL1
40041527.61LIP1
40042528.20LIP1
40043528.04GFL140044528.73TCF1
40045529.28TCF1
40046528.60GFL1
40047528.74LIP1
40048529.43LIP1
40049529.26GFL140050529.93TCF1
40051530.47TCF1
40052529.77GFL1
40053529.92LIP1
40054530.75LIP1.PT
40055530.60GFL1.PT40056531.26TCF1.PT
40057531.62TCF1 CI1
40058530.85GFL1
40059531.11LIP140060531.10DI1
40061530.79DI1
40062530.85DI1
40063531.17DI1.CS
40064531.21LIP1
40065531.67CI1
40066532.18CI1
40067532.17TCF1 CI1
40068531.40GFL1
40069531.63LIP1
40070531.93LIP1.BC
40071531.83GFL1.BC40072532.47TCF1.BC
40073533.06TCF1
40074532.45GFL1
40075532.55LIP1
40076533.10LIP1
40077532.96GFL140078533.60TCF1
40079533.87TCF1.PT
40080533.20GFL1.PT
40081533.35LIP1.PT
40082533.67TELPED
40083533.73CLF1 CLF2
40084534.07CLF1.BC
40085533.36CLF1
40086532.16CLF1
40087531.53CLF1
40089531.28CLF1
40090530.50CLF1
40091530.06CLF1.PT
40092529.91CLF1 GATE1
40093529.69CLF3 GATE1
40094529.51CLF3.BC
40097529.20CLF3
40098528.69CLF3
40100528.43STLT
40101528.40CLF3
40104528.56CLF3.PT
US
MAIL
40105528.24MAILBOX
40140527.80DI240141527.72DI2
40142527.71DI2
40143527.82DI2.CS
40144527.84SDIN/-4.38FL CANT SEE SIZE
40145
527.75
SDOUT/-4.4FL CMP
40341528.81TSN
40342528.03POST/4iSQWOOD
40348529.86ICV
40349530.09ICBX
40350529.91HOSEBIB
40351530.22GAS1/?/1.5iRSR
40359528.55POST/SDCOVERS
40360528.84SIGN1CL6iWOOD
40361529.03SIGN1CL6iWOOD
40362529.22TSN
40393529.38TSN
40410529.78SCO
40411529.87SCO
PB
40412530.08TSPB
40414530.29FF
40551529.29CVLT1
40552529.22CVLT1
40553529.22CVLT1
40554529.36CVLT1.CS
40659531.68POST/4iSQWOD
40688530.62ACGB640689530.57ACGB6
40690530.66ACGB6
40691530.67ACGB6
40692530.86ACGB6
40693530.85ACGB6.CS
40696530.25DI8
40697530.25DI840698530.29DI8
40699530.28DI8.CS
40700530.27SDMH
40707530.26POST/SDCOVERS
40710530.13POST/4iSQWOOD
40711
530.29
SDOUT/-1.45FL10iSQCONC
40721529.23DI11 40722529.22DI11
40723529.22DI1140724529.22
DI11.CS
40770533.50RETWAL1/EF10iKEYSTONE
40801535.73CLF2
40802535.47CLF2
40803535.13CLF2
40804533.28KRAIL1/TOP CL
40805533.39KRAIL1/TOP CL
40808533.36RETWAL1
40810534.52CLF2
40811534.20CLF2
40813533.38RETWAL1
40814533.40RETWAL1
40815533.38RETWAL1/TW
40822530.64TCF5
40823530.65TCF5
40824530.87TCF5
40825531.06TCF5
40833530.20POST/5iSQWOOD
40834530.17POST/5iSQWOOD
40835530.15POST/5iSQWOOD
40836530.06POST/5iSQWOOD
40837529.84POST/5iSQWOOD
40838529.89POST/5iSQWOOD
40839530.65BOH2
40840530.08BOH2
40841530.12SDMH/COVERED
40856529.84ACGB16 40857530.02ACGB15
40859529.73WALL1/SF8iCONC
40860529.84WALL1
40871529.48VD1
40873529.44VD2
40874529.44VD2
40875529.47VD2 40876529.41DI25
40877529.41DI25
40878529.41DI25
40879529.43DI25.CS
40881529.42SDOUT/-1.40FL6iPVC
40882529.41SDOUT/-1.40FL6iPVC
40883529.58VD1
40885529.57VD2
40886529.72VD2
40888529.70VD1
40889529.54VD1
40891529.54VD2
40892529.44VD2
40894529.44VD1
40895529.28VD1
40897529.27VD2
40898529.09VD2
40900529.10VD1 VD2
40901529.19SCO
40964529.97WVLV
X
A
XC
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
Sheet Title:
,668(' FOR
CONSTRUCTION
PROJECT:
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
Description: Date:
PO BOX 1088, RANCHO SANTA FE, CA 92067
619.992.8196 | www.asrla.com
LANDSCAPE ARCHITECTURE
A S R
ANDR EW S R E ESE
Project Number:
Drawn By:
Checked By:
Approved By:
19-014-01
ASR
ASR / ACI
ASR / ACI
HYDROZONE
IRRIGATION
PLAN
LI-5
WHERE IRRIGATION PRESSURE SUPPLY LINE IS SHOWN WITHIN
SIDEWALK OR PAVED AREA IT IS FOR DRAWING CLARITY. ACTUAL LOCATION TO BE OFFSET 18" BACK OF CURB, WALK OR HARDSCAPE.
DO NOT RUN ANY IRRIGATION MAINLINE OR LATERAL LINES
BENEATH TREE ROOTBALLS.
Aqua Commercial Irrigation
810 Los Vallecitos Blvd., Suite 204
San Marcos, CA 92078
Ph: (760)750-1900 Fax: (760)750-1999
2"1 1/4"
1"
3/4"
LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:
1 1/2"
GRAPHIC SCALE: 1" = 20'
20'10' 0'20'40'
S
W E
N
1"
HYDRO-ZONE 1
HYDRO-ZONE CHART
HYDRO-ZONE 4
HYDRO-ZONE 3
DRIP SHRUB LOW
BUBBLER TREE MODERATE
SPRAY SHRUB
HYDRO-ZONE 2 DRIP SHRUB MOD
ALTERNATE BID ITEM #2: ALL PLANTING AND PLANTING AREAS, INCLUDING ARTIFICIAL TURF.
ALTERNATE BID ITEM #4: AUTOMATIC IRRIGATION SYSTEM AFTER (DOWNSTREAM) FROM P.O.C. WITH THE FOLLOWING EXCEPTIONS; ALL SLEEVING FOR THE ENTIRE PROJECT AND
NEW MAINLINE EXTENSION / CONNECTION TO THE NEWLY PROPOSED P.O.C. ON THE PLANS. CONTRACTOR TO CAP MAINLINE AT P.O.C. BACKFLOW PREVENTER, ALL LATERAL AND DRIP LINES, CLOCKS ETC. DOWNSTREAM OF P.O.C.
SHALL BE INCLUDED AS PART OF THIS BID ALTERNATE ITEM #4.
ADDITIONAL BID ALTERNATES BY OTHERS - SEE OTHER PLANS FO.
LANDSCAPE BID ALTERNATE(s)
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 214 of 321
DW
2 G
E
J J
F
H
3 C C
A A
98764
10 10
1 1
B
5 D
1918 SF
117
150
19 B
O
P
E
N
W
O
R
K
ST
A
T
I
O
N
S
136 SF
121
150
1 B
O
F
F
I
C
E
D
1 138 SF
120
150
1 B
O
F
F
I
C
E
D
1 141 SF
119
150
1 B
O
F
F
I
C
E
D
1 SERVER
118145 SF
115
150
1 B
CO
P
Y
/
M
A
I
L
RO
O
M
87 SF
116
150
1 B
RE
C
E
I
V
I
N
G
193 SF
112
15 13
B
M
U
L
T
I
-
P
U
R
P
O
S
E
464 SF
125
15 31
B
BR
E
A
K
R
O
O
M
841 SF
130
50 17
B
M
E
N
'
S
L
O
C
K
E
R
ELECTRICAL
132
JAN
124
STORAGE
123
MEN'S
129
WASH ROOM
131
WOMEN'S
128 699 SF
126
50 15
B
FIT
N
E
S
S
145 SF
111
150
1 B
O
F
F
I
C
E
D
1 168 SF
110
150
2 B
O
F
F
I
C
E
C
1 169 SF
109
150
2 B
O
F
F
I
C
E
C
1 169 SF
108
150
2 B
O
F
F
I
C
E
C
1 228 SF
107
150
2 B
O
F
F
I
C
E
B
335 SF
106
15 23
B
CO
N
F
E
R
E
N
C
E
HALL
102
59 SF
105
150
1 B
CO
P
Y
124 SF
100
15 9
B
LO
B
B
Y
154 SF
103
150
2 B
RE
C
E
P
T
I
O
N
RESTROOM
101
RESTROOM
104
STORAGE
113
STORAGE
114
B
HALL
122
HWH
127
O.L. = 9 OCC
1.8" EXIT WIDTH REQUIRED
36" EXIT WIDTH PROVIDED
O.L. = 9 OCC
1.8" EXIT WIDTH REQUIRED
36" EXIT WIDTH PROVIDED
O.L. = 33 OCC
6.6" EXIT WIDTH REQUIRED
36" EXIT WIDTH PROVIDED
O.L. = 24 OCC
4.8" EXIT WIDTH REQUIRED
36" EXIT WIDTH PROVIDED
O.L. = 10 OCC
2.0" EXIT WIDTH REQUIRED
36" EXIT WIDTH PROVIDED
PH
PH PH
PH
PH
FE
FE
FR
133
PH
PH
PH
O.L. = 31 OCC
6.2" EXIT WIDTH REQUIRED
72" EXIT WIDTH PROVIDED
O.L. = 15 OCC
3.0" EXIT WIDTH REQUIRED
72" EXIT WIDTH PROVIDED
O.L. = 17 OCC
3.4" EXIT WIDTH REQUIRED
36" EXIT WIDTH PROVIDED
110 SF
134
150
1 B
O
F
F
I
C
E
E
1 111 SF
135
150
1 B
O
F
F
I
C
E
E
1 111 SF
136
150
1 B
O
F
F
I
C
E
E
1 111 SF
137
150
1 B
O
F
F
I
C
E
E
1 111 SF
138
150
1 B
O
F
F
I
C
E
E
1 111 SF
139
150
1 B
O
F
F
I
C
E
E
1 113 SF
140
150
1 B
O
F
F
I
C
E
E
1 FE
PH
TACTILE EXIT SIGN, SEE
D3/T-6
TACTILE EXIT SIGN, SEE
D3/T-6
TACTILE EXIT SIGN, SEE
D3/T-6
TACTILE EXIT SIGN,
SEE D3/T-6
TACTILE EXIT ROUTE SIGN,
SEE D3/T-6
TACTILE EXIT SIGN, SEE
D3/T-6
TACTILE EXIT SIGN, SEE
D3/T-6
TACTILE EXIT SIGN, SEE
D3/T-6
PH
TACTILE EXIT ROUTE
SIGN, SEE D3/T-6
PH
TACTILE EXIT SIGN, SEE
D3/T-6
O.L. = 3 OCC
0.6" EXIT WIDTH REQUIRED
36" EXIT WIDTH PROVIDED
2A:10B:C
EXTINGUISHER
IN SEMI-RECESSED
CABINET
4A:20B:C
EXTINGUISHER
MOUNTED ON WALL
2A:10B:C
EXTINGUISHER IN
SEMI-RECESSED
CABINET
1. GRADE LEVEL AREAS DESIGNATED AS EXIT DISCHARGE
COMPONENTS FOR A BUILDING SHALL BE PERMANENTLY
MAINTAINED. SUCH AREAS SHALL NOT BE DEVELOPED OR
OTHERWISE ALTERED IN THEIR CAPACITY TO PROVIDE
CONTINUOUS, UNOBSTRUCTED AND UNDIMINISHED MEANS
OF EGRESS FOR THE BUILDING OCCUPANTS. IF SUCH AREAS
ARE SOLD INDEPENDENT OF THE BUILDING THEY SERVE AN EXIT
DISCHARGE COMPLYING WITH THE REQUIREMENTS OF
SECTION 1006 SHALL BE PROVIDED FOR THE BUILDING.
2. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE
EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL
KNOWLEDGE OR EFFORT.
3. ROOMS LISTED WITH NO OCCUPANT LOAD ARE CONSIDERED
ACCESSORY USES.
4. MAXIMUM EXIT ACCESS DISTANCE SHALL BE NO FURTHER
THAN 300FT.
5. ACCESSIBLE ROUTES REQUIRED SHALL COMPLY WITH EACH
OF THE FOLLOWING:
A. COINCIDE WITH OR BE LOCATED IN THE SAME AREA
AS GENERAL CIRCULATION PATHS.
B. LOCATED WITHIN BUILDING INTERIOR WHERE
GENERAL CIRCULATION PATHS ARE INTERIOR.
C. NOT PASS THROUGH KITCHENS, STORAGE ROOMS,
RESTROOMS, CLOSETS, OR SIMILAR SPACES UNLESS
SERVING THOSE SPACES.
PATH OF TRAVEL
ILLUMINATED EXIT SIGN, SEE ELECTRICAL
PANIC HARDWARE, SEE DOOR SCHEDULEPH
ROOM #
OCC. CLASS
NET SQ. FT.
OCC. LOAD FACTOR
OCCUPANTS
xxx
xxx
xxx
xxx
xxx
FIRE EXTINGUISHERFE
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
EGRESS PLAN
200102
A0.1
BC
JK
CS, KD, KG
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1/8" = 1'-0"A0.1
D1 EGRESS PLAN
ROOM
NUMBER ROOM NAME SQ. FT.
LOAD
FACTOR OCCUP CLASS
100 LOBBY 124 SF 15 9 B
101 RESTROOM 68 SF B
102 HALL 535 SF B
103 RECEPTION 154 SF 150 2 B
104 RESTROOM 62 SF B
105 COPY 59 SF B
106 CONFERENCE 335 SF 15 23 B
107 OFFICE B 228 SF 150 2 B
108 OFFICE C1 169 SF 150 2 B
109 OFFICE C1 169 SF 150 2 B
110 OFFICE C1 168 SF 150 2 B
111 OFFICE D1 145 SF 150 1 B
112 MULTI-PURPOSE 193 SF 15 13 B
113 STORAGE 23 SF B
114 STORAGE 70 SF B
115 COPY/MAIL ROOM 145 SF 150 1 B
116 RECEIVING 87 SF 150 1 B
117 OPEN WORK
STATIONS
1918 SF 150 13 B
118 SERVER 89 SF B
119 OFFICE D1 141 SF 150 1 B
120 OFFICE D1 138 SF 150 1 B
121 OFFICE D1 136 SF 150 1 B
122 HALL 323 SF B
123 STORAGE 26 SF B
124 JAN 42 SF B
125 BREAK ROOM 464 SF 15 31 B
126 FITNESS 699 SF 50 14 B
127 HWH 23 SF B
128 WOMEN'S 385 SF B
129 MEN'S 267 SF B
130 MEN'S LOCKER 841 SF 50 17 B
131 WASH ROOM 91 SF B
132 ELECTRICAL 64 SF B
133 FR 29 SF B
134 OFFICE E1 110 SF 150 1 B
135 OFFICE E1 111 SF 150 1 B
136 OFFICE E1 111 SF 150 1 B
137 OFFICE E1 111 SF 150 1 B
138 OFFICE E1 111 SF 150 1 B
139 OFFICE E1 111 SF 150 1 B
140 OFFICE E1 113 SF 150 1 B
9185 SF 147
OCCUPANCY LOAD CALC
TOTAL AREA N.S.F.
CORE AREA:
TOTAL AREA G.S.F.:
9,191 SF
833 SF
10,074 SF
143
EGRESS NOTES
EGRESS LEGEND
FOR
CONSTRUCTION
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PB
PB40100528.43
STLT
BOLLARD
PB
40414
530.29
FF
40804533.28
KRAIL1/TOP CL
40805
533.39KRAIL1/TOP CL
US
MAIL
EXISTING
BUILDING
E TAYLOR ST.
EXISTING ADMINISTRATION BUILDING
D01
D07
D09
D10
D03
D07
D09
D12D12
D13
TYP.
D14
D09
D11
TYP.
D15
D05
D06
D16
EXISTING BUILDING B EXISTING BUILDING F
D17
D18
D09
D20
TYP.
D21
TYP.
D23
D12
D24
D26
D12
D27
D24
D20
D28
D29
D16
D30
EXISTING ASPHALT PAVING TO BE
REMOVED, SEE CIVIL
PROPERTY LINE
EXISTING TO REMAIN
REMOVE EXISTING
EXISTING CONCRETE PAVING TO BE
REMOVED, SEE CIVIL
1. PERFORM ALL DEMOLITION SO THAT EXISTING CONSTRUCTION THAT WILL REMAIN IS UNDAMAGED.
2. EXTENT OF REMOVAL AS INDICATED IS APPROXIMATE.
CONTRACTOR SHALL VERIFY THE EXTENT OF REMOVAL WORK
TO PROPERLY ACCOMMODATE THE CONSTRUCTION METHOD.
3. ADDITIONAL REMOVAL AND PATCHING REQUIRED TO
ACCOMMODATE NEW CONSTRUCTION SHALL BE
CONSIDERED INCIDENTAL TO NEW WORK.
4. SEE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND
ELECTRICAL FOR ADDITIONAL DEMOLITION REQUIREMENTS.
5. EXTENT OF SAWCUTTING OF THE CONCRETE SLAB ON GRADE
AND EXCAVATION IS NOT DEPICTED. THE CONTRACTOR SHALL
DETERMINE THE ACTUAL EXTENT OF SAWCUTTING AND
EXCAVATION REQUIRED TO ACCOMMODATE THE NEW WORK.
6. CONTRACTOR SHALL TONE ALL AREAS OF THE SITE THAT WILL
BE AFFECTED BY THE WORK PRIOR TO SAWCUTTING,
TRENCHING, EXCAVATING, ETC. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REPAIRING ANY DAMAGE TO ANY EXISTING
INFRASTRUCTURE.
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
DEMOLITION
SITE PLAN
200102
A1.0
BC
JK
KD
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1" = 10'-0"A1.0
D1 DEMOLITION SITE PLAN
LEGEND
DEMOLITION NOTES
D01 REMOVE EXISTING SECURITY GATE
D03 REMOVE EXISTING FENCE
D05 REMOVE EXISTING STORM DRAIN, SEE CIVIL
D06 REMOVE EXISTING CATCH BASIN, SEE CIVIL
D07 EXISTING BUILDING TO REMAIN
D09 REMOVE EXISTING BUILDING
D10 REMOVE EXISTING K-RAIL BARRIER, SEE CIVIL
D11 EXISTING VEHICULAR GATE TO REMAIN, PROTECT IN PLACE D12 REMOVE EXISTING SIGN
D13 REMOVE EXISTING BENCH
D14 REMOVE EXISTING WHEELSTOP
D15 REMOVE EXISTING TABLE/CHAIRS
D16 REMOVE PORTION OF EXISTING KEYSTONE RETAINING WALL, SEE CIVIL D17 EXISTING COMM VAULT TO REMAIN, SEE CIVIL
D18 EXISTING JUNCTION STRUCTURE TO REMAIN, SEE CIVIL
D20 REMOVE EXISTING CATCH BASIN, SEE CIVIL
D21 REMOVE EXISTING TREE
D23 REMOVE EXISTING HVAC EQUIPMENT
D24 REMOVE EXISTING WATER FIXTURE, SEE CIVIL
D26 EXISTING RIBBON GUTTER TO REMAIN, SEE CIVIL
D27 REMOVE MAILBOX
D28 REMOVE CURB
D29 EXISTING CHAIN LINK FENCE TO REMAIN, PROTECT IN PLACE D30 REMOVE EXISTING CONCRETE/ROCK FEATURE
DEMOLITION NOTES
FOR
CONSTRUCTION
05/18/21
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GENERATOR
ADMINISTRATION BUILDING
EXISTING BUILDING B EXISTING BUILDING F
PATIO
102
± 226'-2"128'-9"± 68'-11"
±
2 5
1 '
-
9 "
E TAYLOR ST.
± 24'-11"
102
± 33'-2"± 33'-1"
EXISTING BUILDING C
EXISTING BUILDING D
EXISTING BUILDING G
EXISTING
BUILDING H
A1.2
D1
001
001001
SETBACK
20'-0"
SETBACK
15'-0"
SETBAC
K
15'-0"
SETBACK
20'-0"
SETBACK
15'-0"
001
X ≥ 30 = 0 HR
FIRE SEPARATIO
N DISTANC
E
± 31'-1"
± 31'-2"
± 34'-2"
X ≥ 30 = 0 HR
FIRE SEPARATION DISTANCE
041
993993
040
040
A1.6
B1
A1.6
D1
906
043043045 044
1. 2.
3. 4.
5. 6.
AT ALL DOORWAYS, VERIFY SET LEVEL OF CONCRETE.
DIMENSIONS SHOWN ON THIS SHEET ARE FOR REFERENCE
ONLY. REFER TO CIVIL DRAWINGS FOR LOCATION
COORDINATES.
ACCESSIBLE ROUTE FROM PARKING AND PUBLIC RIGHT OF
WAY SHALL NOT EXCEED 1.5% CROSS SLOPE AND SHALL HAVE
MAXIMUM SLOPE IN THE DIRECTION OF TRAVEL OF LESS THAN
4.5%.
CONTRACTOR TO PROVIDE ALL REQUIRED TRENCHING AND
CONNECTIONS TO EXISTING UTILITIES U.O.N. SEE CIVIL,
PLUMBING, AND ELECTRICAL.
SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.
PATCH AND REPAIR EXISTING STREET AS REQUIRED AFTER
INSTALLATION OF NEW UTILITIES.
ASSESSOR'S PARCEL NO.1712-505-600
1165 E TAYLOR ST.
VISTA, CA 92084
SITE ADDRESS:
OWNER:CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
LEGAL DESCRIPTION SEC 17-11-3W*NWQ*3.28 AC
M/L IN SWQ OF SWQ OF SEC
8&IN N
LOT SIZE 142,877 S.F.
(3.28 ACRES)
ASPHALT PAVING, SEE CIVIL
CONCRETE PAVING/WALKWAY,
SEE CIVIL AND LANDSCAPE
SETBACK LINE
PROPERTY LINE
COLORED CONCRETE PAVING,
SEE LANDSCAPE
ACCESSIBLE PATH OF TRAVEL
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SITE PLAN
200102
A1.1
BC
JK
MM
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
CONSTRUCTION NOTES
001 EXISTING CITY PARKING LOT
040 EXISTING CARPORT
041 EXISTING GENERATOR, SEE ELECTRICAL
043 EXISTING ELECTRICAL PANELS
044 EXISTING AUTOMATIC TRANSFER SWITCH
045 EXISTING SWITCHBOARD
102 PUBLIC PARKING (11), SEE CIVIL
906 TRANSFORMER AND PAD, SEE ELECTRICAL
993 SWITCHBOARD AND AUTOMATIC TRANSFER SWITCH, SEE ELECTRICAL SCALE:1" = 20'-0"A1.1
D1 SITE PLAN
NOTES
LEGEND
EXISTING FUEL
STATIONS
DESIGNER HAS VERIFIED THE SUBJECT PROPERTY'S GRANT
DEED AND TITLE REPORT, AND HAVE FOUND NO
EASEMENTS IN THE AREA OF CONSTRUCTION. DESIGNER
ACKNOWLEDGES THAT THEY ARE RESPONSIBLE AND
ACCOUNTABLE FOR NOT APPROVING ANY
IMPROVEMENTS IN ANY EASEMENTS.
DESIGNER OF RECORD
FOR
CONSTRUCTION
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ADMINISTRATION BUILDING
TOTAL BUILDING AREA: 10,074 G.S.F. (9,191 N.S.F.)
CONDITIONED SPACE: 9,998 S.F.
PATIO
102
104
001
104
TYP.
105
104
E TAYLOR ST.
102
TYP.
106
053
001
TYP.
036
946
051
127
130
TYP.
137
138
TYP.
144
147
120
101
115
150
023
TYP.
125
TYP.
160
001001
EXISTING BUILDING B EXISTING BUILDING F
162
118
130
037
G
-
0 2
G
-
0 1
A1.3
C1
A1.5
A1
A1.4
B1
A1.4
B4
A1.4
C3
A1.4
D4
038
039
G-03
223
120
184
120
120
120
120
120
120 120
120120
120120
120
120120
120
164
989
120
120
120
994
134
189105
192
191
192
30'-0"
18'-4"
25'-7"
3'-6"
105
193
TYP.
179
163
163
TYP.
135
6'-6"
194
920
920
920
920
920
920
TYP.
052
920
107
107
107
920
TYP.
052
TYP.
137
ASPHALT PAVING, SEE CIVIL
CONCRETE PAVING/WALKWAY,
SEE CIVIL AND LANDSCAPE
SETBACK LINE
PROPERTY LINE
COLORED CONCRETE PAVING,
SEE LANDSCAPE
ACCESSIBLE PATH OF TRAVEL
1. 2.
3. 4.
5. 6.
AT ALL DOORWAYS, VERIFY SET LEVEL OF CONCRETE.
DIMENSIONS SHOWN ON THIS SHEET ARE FOR REFERENCE
ONLY. REFER TO CIVIL DRAWINGS FOR LOCATION
COORDINATES.
ACCESSIBLE ROUTE FROM PARKING AND PUBLIC RIGHT OF
WAY SHALL NOT EXCEED 1.5% CROSS SLOPE AND SHALL HAVE
MAXIMUM SLOPE IN THE DIRECTION OF TRAVEL OF LESS THAN
4.5%.
CONTRACTOR TO PROVIDE ALL REQUIRED TRENCHING AND
CONNECTIONS TO EXISTING UTILITIES U.O.N. SEE CIVIL,
PLUMBING, AND ELECTRICAL.
SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.
PATCH AND REPAIR EXISTING STREET AS REQUIRED AFTER
INSTALLATION OF NEW UTILITIES.
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ENLARGED SITE
PLAN
200102
A1.2
BC
JK
MM, KD
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1" = 10'-0"A1.2
D1 SITE PLAN ENLARGED
CONSTRUCTION NOTES
001 EXISTING CITY PARKING LOT
023 EXISTING KEYSTONE RETAINING WALL, SEE CIVIL
036 LINE OF ROOF ABOVE
037 EXISTING COMM VAULT
038 EXISTING JUNCTION STRUCTURE
039 EXISTING STORAGE CONTAINER
051 ALTERNATE BID ITEM 1: FUTURE VAN ACCESSIBLE ELECTRIC VEHICLE CHARGING STALL, SEE ELECTRICAL AND B2/T-7
052 ALTERNATE BID ITEM 1: PARKING LOT STRIPING
053 ALTERNATE BID ITEM 1: PARKING LOT ACCESSIBILITY SIGNAGE, SEE D2/T-7 101 ALTERNATE BID ITEM 5: VEHICULAR ROLLING GATE, SEE ELECTRICAL AND B1/A1.5
102 PUBLIC PARKING (11), SEE CIVIL
104 ALTERNATE BID ITEM 4: PERSONNEL GATE
105 ALTERNATE BID ITEM 4: SECURITY FENCE, SEE LANDSCAPE AND A4/A1.5 106 CONCRETE MOW CURB, SEE LANDSCAPE
107 CONCRETE PAD, SEE LANDSCAPE
115 ALTERNATE BID ITEM 5: VEHICULAR GATE OPERATOR, SEE ELECTRICAL 118 ALTERNATE BID ITEM 5: VEHICULAR GATE CONTROLLER, SEE D3/A1.5 AND
ELECTRICAL
120 ALTERNATE BID ITEM 2: PLANTING AREA, SEE LANDSCAPE
125 EXPANSION AND SAW CUT JOINTS, SEE LANDSCAPE
127 MODULAR WETLAND, SEE CIVIL
130 STORM DRAIN CLEANOUT, SEE CIVIL
134 MAILBOX
135 SEWER CLEANOUT, SEE CIVIL
137 OBSERVATION/MAINTENANCE PORT, SEE CIVIL
138 BACKFLOW PREVENTION DEVICE ON CONCRETE PAD, SEE CIVIL 144 CATCH BASIN, SEE CIVIL
147 CMU RETAINING WALL, SEE FINISH SCHEDULE, CIVIL AND STRUCTURAL 150 SEGMENTAL BLOCK WALL, SEE CIVIL
160 AREA DRAIN, SEE CIVIL
162 STORMWATER SUBSURFACE STORAGE TANK, SEE CIVIL
163 3'-0" DEEP DETECTABLE WARNING SURFACE FULL LENGTH OF ZERO CURB AREA
164 RIBBON GUTTER, SEE CIVIL
179 ALTERNATE BID ITEM 1: WHEEL STOP, SEE B3/T-7
184 ALTERNATE BID ITEM 2: ARTIFICIAL TURF, SEE LANDSCAPE 189 SPLASHBLOCK, SEE B4/A1.5
191 EXIT LOOP, SEE ELECTRICAL
192 REVERSE LOOP, SEE ELECTRICAL
193 CONCRETE PATCH, SEE CIVIL
194 EXISTING CHAIN LINK FENCE TO REMAIN, PROTECT IN PLACE 223 CONCRETE SIDEWALK, SEE CIVIL
920 POWER INFRASTRUCTURE INCLUDED IN BASE BID
946 ALTERNATE BID ITEM 3: PEDESTAL MOUNTED IRRIGATION CONTROLLER, SEE
LANDSCAPE AND ELECTRICAL
989 GAS METER, SEE PLUMBING AND CIVIL
994 HANDHOLE, SEE ELECTRICAL
LEGEND
NOTES
FOR
CONSTRUCTION
05/18/21
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A
76 B
C1
A1.3
C3
B3
C4
A3
PATIO
FITNESS
126
BREAK ROOM
125
OFFICE D1
111
OFFICE C1
110
HALL
102
OFFICE C1
109
120
120
120
120
-
FINISH FLOOR
0' -0"
MTL
3 MCM
1 932
FINISH FLOOR
0' -0"
MTL
3 MCM
1 996
FINISH FLOOR
0' -0"
MTL
3 FINISH FLOOR
0' -0"
MTL
3 MCM
1 OPEN
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PATIO DETAILS
200102
A1.3
BC
JK
KG
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1/4" = 1'-0"A1.3
C1 PATIO - ENLARGED PLAN
SCALE:1/4" = 1'-0"A1.3
B3 PATIO - EAST ELEVATION
SCALE:1/4" = 1'-0"A1.3
A3 PATIO - WEST ELEVATION
SCALE:1/4" = 1'-0"A1.3
C4 PATIO - SOUTH ELEVATION
SCALE:1/4" = 1'-0"A1.3
C3 PATIO - NORTH ELEVATION
CONSTRUCTION NOTES
120 ALTERNATE BID ITEM 2: PLANTING AREA, SEE LANDSCAPE
932 LIGHT FIXTURE, SEE ELECTRICAL
996 OUTLET, SEE ELECTRICAL
FOR
CONSTRUCTION
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A1.4
C1
18'-0"16'-8"15'-4"17'-4"
1 223
120
184
120 120
120
120
120 120
19 '
-
4 "
6'-
0 "
6'-
0 "
6'-
8 "
3'-
4 "
41 '
-
4 "
67'-4"
A1.4
D1
EJ
WPJ
EJ
WPJ
EJ
WPJ
EJ
WPJ
WPJ
WPJ
EJ
WPJ
EJ
W
P
J
EJ
W
P
J
W
P
J
W
P
J
W
P
J
W
P
J
W
P
J
W
P
J
EJ
WPJ
EJ
WPJ
WPJ
WPJ
189
WPJ
106106
106
106
9'-
6 "
9'-
0 "
8'-
0 "
9'-
0 "
4'-
0 "
1'-
0 "
3'-0"
3'-0"
163
TYP.
179
054
061
087
051
TYP.
052
920
9'-
0 "
19'-0"
TYP.
052
10 '
-
0 "
20'-0"
TYP.
052
FINISH FLOOR
0' -0"
6'-
0 "
CMU
1 147 A1.4
D1
FINISH GRADE
CMU
2 1'-
6 "
2'-6"
4'-
8 "
2'-
0 "
CONCRETE FOOTING, SEE
STRUCTURAL
FINISH GRADE, SEE CIVIL AND
LANDSCAPE
CMU RETAINING WALL, SEE FINISH
SCHEDULE, CIVIL AND STRUCTURAL
CMU CAP, SEE FINISH SCHEDULE
ECKEFRAI
REN. 09/10/21
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SITE DETAILS
200102
A1.4
BC
JK
KG
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1/4" = 1'-0"A1.4
B1 PATIO WALL - ENLARGED PLAN
SCALE:1/4" = 1'-0"A1.4
B4 ACCESSIBLE PARKING STALL
SCALE:1/4" = 1'-0"A1.4
C3 TYPICAL PARKING STALL
SCALE:1/4" = 1'-0"A1.4
D4 LOADING STALL
SCALE:1/4" = 1'-0"A1.4
C1 PATIO WALL - SOUTH ELEVATION
CONSTRUCTION NOTES
051 ALTERNATE BID ITEM 1: FUTURE VAN ACCESSIBLE ELECTRIC VEHICLE CHARGING STALL, SEE ELECTRICAL AND B2/T-7
052 ALTERNATE BID ITEM 1: PARKING LOT STRIPING
054 ALTERNATE BID ITEM 1: ACCESS AISLE, SEE D1/T-7
061 ALTERNATE BID ITEM 1: ACCESSIBLE PARKING SIGNAGE, SEE D1/T-7 087 ALTERNATE BID ITEM 1: VAN ACCESSIBLE PARKING STALL, SEE D1/T-7 106 CONCRETE MOW CURB, SEE LANDSCAPE
120 ALTERNATE BID ITEM 2: PLANTING AREA, SEE LANDSCAPE
147 CMU RETAINING WALL, SEE FINISH SCHEDULE, CIVIL AND STRUCTURAL 161 FINISH GRADE, SEE CIVIL AND LANDSCAPE
163 3'-0" DEEP DETECTABLE WARNING SURFACE FULL LENGTH OF ZERO CURB AREA
179 ALTERNATE BID ITEM 1: WHEEL STOP, SEE B3/T-7
184 ALTERNATE BID ITEM 2: ARTIFICIAL TURF, SEE LANDSCAPE 185 CMU CAP, SEE FINISH SCHEDULE
189 SPLASHBLOCK, SEE B4/A1.5
210 CONCRETE FOOTING, SEE STRUCTURAL
223 CONCRETE SIDEWALK, SEE CIVIL
920 POWER INFRASTRUCTURE INCLUDED IN BASE BID
SCALE:1/4" = 1'-0"A1.4
D1 PATIO RETAINING WALL - SECTION
FOR
CONSTRUCTION
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115
G
-
0 1
CLR
2'-0" MIN.105224
TYP.
166
TYP.
192
A1.5
B1
150
225225
25'-0"
118
194104
920
101
920
920
107
920
107
6'-
0 "
3 3
/
8 "
3'-
0 "
4"
1'-0"
528
326
327
328
329
529
530
ELEVATION SECTION
25'-0" PER PLAN
341
1'-
4 "
3"
5'-
9 "
8'-0"
TYP.
303
302
324
171
173
6'-
3 "
341
A1.5
D2
1'-0"
210
3'-2"
3'-10"
2'-
1 0
"
3"
334 336
333
332
331
330
6'-
0 "
BOTH SIDES
3'-0" MIN. WIRE MESH
434
NOTE:
1. PROVIDE WIRE MESH OVER GATE PICKETS.
6'-0"
AFG
FINISH GRADE, SEE
CIVIL AND
LANDSCAPE
GUIDE ROLLER ASSEMBLY
SECURED TO SECURITY
FENCE
V-GROOVE TRACK AND
WHEEL
1"
M
A
X
.
1'-
4 "
1'-1"11"
SECURITY FENCE, SEE A4/A1.5
1'-
0 "
2'-0"
ASPHALT PAVING, SEE CIVIL
CONCRETE CURB AND
PAVING, SEE CIVIL
2" SQUARE ALUMINUM
FRAME
2" SQUARE ALUMINUM
BARS @ 9" O.C.
6"1'-0"6"
2" HORIZONTAL ALUMINUM
EXTRUSIONS @ 3" O.C.
2" HORIZONTAL ALUMINUM
EXTRUSIONS @ 3" O.C.
3"
5'-
9 "
6'-
0 "
1'-
4 "
1'-
0 "
8"
4"
2" SQUARE ALUMINUM
POSTS @ 6'-0" O.C. MAX
(SPACE EVENLY)
2" HORIZONTAL ALUMINUM
EXTRUSIONS @ 3" O.C.
FINISH GRADE, SEE CIVIL
AND LANDSCAPE
CONCRETE FOOTING, SEE
STRUCTURAL
CONCRETE WALKWAY
WHERE OCCURS, SEE CIVIL
CONDUIT THROUGH POST AND
FOOTING
3" DIAMETER TUBE STEEL POST
WELD AND GRIND SMOOTH
ALL JOINTS, PAINT
2'-
0 "
1'-4"
WEATHERPROOF ENCLOSURE
WITH DIGITAL KEYPAD AND
KEY OPERATED SWITCH
3'-
8 "
FINISH GRADE, SEE CIVIL
AND LANDSCAPE
ASPHALT PAVING, SEE CIVIL
2"
NOTE:
FIRE APPARATUS ACCESS ROAD OBSTRUCTION: AUTOMATIC GATES SHALL
BE PROVIDED WITH BOTH AN OPTICOM DETECTION SYSTEM AND A KNOX KEY SWITCH OVERRIDE. PROVISIONS SHALL BE TAKEN TO OPERATE THE GATE UPON THE LOSS OF POWER.
CONCRETE CURB, SEE CIVIL
COMPACTED FILL
ASPHALT PAVING, SEE CIVIL
EXPANSION JOINT AND SEALANT
18" DIAMETER CONCRETE FOOTING
6" DIAMETER STEEL PIPE
SLOPE 3%
FILL WITH CONCRETE SLOPE AWAY FROM
CENTER
3'-
0 "
1'-6" MIN.
3'-
6 "
M
I
N
.
CONCRETE FOOTING, SEE STRUCTURAL
3"
2'-0"
1'-
0 "
2"
8"
2"
2"
PLAN
ELEVATION
ECKEFRAI
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LFCAOI
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SITE DETAILS
200102
A1.5
BC
JK
MM
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1/4" = 1'-0"A1.5
A1 VEHICULAR ROLLING GATE - ENLARGED PLAN
SCALE:1/4" = 1'-0"A1.5
B1 VEHICULAR ROLLING GATE - SOUTH ELEVATION
SCALE:1/2" = 1'-0"A1.5
A4 SECURITY FENCE - ELEVATION
SCALE:1/2" = 1'-0"A1.5
B3 PERSONNEL GATE
CONSTRUCTION NOTES
101 ALTERNATE BID ITEM 5: VEHICULAR ROLLING GATE, SEE ELECTRICAL AND B1/A1.5
104 ALTERNATE BID ITEM 4: PERSONNEL GATE
105 ALTERNATE BID ITEM 4: SECURITY FENCE, SEE LANDSCAPE AND A4/A1.5 107 CONCRETE PAD, SEE LANDSCAPE
115 ALTERNATE BID ITEM 5: VEHICULAR GATE OPERATOR, SEE ELECTRICAL 118 ALTERNATE BID ITEM 5: VEHICULAR GATE CONTROLLER, SEE D3/A1.5 AND
ELECTRICAL
150 SEGMENTAL BLOCK WALL, SEE CIVIL
161 FINISH GRADE, SEE CIVIL AND LANDSCAPE
166 STEEL PIPE BOLLARD, SEE C4/A1.5
171 TOP OF CURB, SEE CIVIL LANDSCAPE
173 FINISH GRADE, SEE CIVIL
186 GUIDE ROLLER ASSEMBLY SECURED TO SECURITY FENCE
188 SECURITY FENCE, SEE A4/A1.5
192 REVERSE LOOP, SEE ELECTRICAL
194 EXISTING CHAIN LINK FENCE TO REMAIN, PROTECT IN PLACE 210 CONCRETE FOOTING, SEE STRUCTURAL
224 CONCRETE CURB, SEE CIVIL AND LANDSCAPE
225 ASPHALT PAVING, SEE CIVIL
228 CONCRETE CURB AND PAVING, SEE CIVIL
302 2" SQUARE ALUMINUM POSTS @ 6'-0" O.C. MAX (SPACE EVENLY) 303 2" SQUARE ALUMINUM (TOP AND BOTTOM) FRAME
324 BRACKET
326 2" SQUARE ALUMINUM FRAME
327 4" SQUARE ALUMINUM POST
328 2" X 4" ALUMINUM BOTTOM RAIL
329 V-GROOVE TRACK AND WHEEL
330 3" SQUARE ALUMINUM POST IN CONCRETE FOOTING
331 1" HORIZONTAL ALUMINUM PICKETS
332 PREP FOR LOCK HARDWARE
333 PANIC HARDWARE ON OPPOSITE SIDE
334 HEAVY DUTY SPRING HINGES WELDED TO FRAME
336 1 1/2" SQ. ALUMINUM FRAME
341 2" SQUARE ALUMINUM BARS @ 9" O.C.
434 KICKPLATE ON OPPOSITE SIDE
528 TOP GUIDE ROLLERS
529 6" V-GROOVE WHEEL
530 POST ENCASED IN CONCRETE, TYP.
920 POWER INFRASTRUCTURE INCLUDED IN BASE BID
SCALE:1" = 1'-0"A1.5
D1 VEHICULAR ROLLING GATE - SECTION
SCALE:1" = 1'-0"A1.5
D2 SECURITY FENCE - SECTION
SCALE:1" = 1'-0"A1.5
D3 GATE CONTROLLER
SCALE:3/4" = 1'-0"A1.5
C4 STEEL PIPE BOLLARD
SCALE:1 1/2" = 1'-0"A1.5
B4 SPLASH BLOCK
FOR
CONSTRUCTION
05/18/21
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± 32'-6"
TYP.
959
± 25'-6"
042
± 45'-6"
± 45'-6"
TYP.
959
042
1.CONTRACTOR TO VERIFY DIMENSIONS AND CLEARANCE
REQUIREMENTS OF EXISTING CARPORTS AND NOTE ANY
DISCREPANCIES AS A PART OF THE SUBMITTAL REVIEW
PROCESS.
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
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O
AINR
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SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SITE DETAILS
200102
A1.6
Checker
Approver
Author
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1/4" = 1'-0"A1.6
B1 CARPORT 1 - ENLARGED PLAN
SCALE:1/4" = 1'-0"A1.6
D1 CARPORT 2 - ENLARGED PLAN
CONSTRUCTION NOTES
042 EXISTING METAL ROOF DECK
959 PHOTOVOLTAIC PANELS, SEE STRUCTURAL AND ELECTRICAL
NOTES
FOR
CONSTRUCTION
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DW
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG CG CG
CG
CG
CG
CG
CG CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG CG
CG
A3.1
B1
A3.2
B1
A3.2
D1
A3.1
D1
A4.2
A1
2 G
E
J J
F
H
3 C C
A A
98 764
10 10
1 1
BREAK ROOM
125
LOBBY
100
SERVER
118
OFFICE D1
119
OFFICE D1
120
MULTI-PURPOSE
112
RECEPTION
103
STORAGE
114
RECEIVING
116
OPEN WORK
STATIONS
117
COPY/MAIL
ROOM
115
WOMEN'S
128
OFFICE B
107
HALL
102
RESTROOM
104
CONFERENCE
106
RESTROOM
101
COPY
105
HWH
127
ELECTRICAL
132
MEN'S
129
OFFICE D1
121
MEN'S LOCKER
130
WASH ROOM
131
STORAGE
123
HALL
122
FITNESS
126
JAN
124
OFFICE D1
111
OFFICE C1
108
OFFICE C1
110
OFFICE C1
109
B
5 D
A4.1
D1
STORAGE
113
10 9
A
10 8
A
10 7
A
110A
111A
112A
10 4
A
10 6
B
10 3
A
102B
10 1
A
102A
12 5
A
114A 11
6 C
116B113A
118A
119A
120A121A
123A12
4 A
12 9
A
13 0
A
13 2
A
131A
13 1
B
122A
127A12
8 B
12 6
B
125B
12 6
A
A4.2
B1
A4.1
B1
502
518
A
AA
HH
HH
GG
FF
EE
A5.1
A1
A5.1
B1
A5.1
C1
A5.1
D1
A5.2
A1
A5.2
D1
A5.3
A1
A5.3
D1
A5.4
D1
525
078
TYP.
902
082
426
FR
133
13 3
A
10 6
A
KK
MM
JJ
NN
079
426
426
079
917 934
426
128A
426
504
922922
426
080
8 8
6 6
8 88
99 8
6 8
8 10
5 6
8 8
149
19 14
11 8
8 16
14 14
14 14 14
14 14
14 18
14 15
15 15
14 910
14 16
16 1616
14 14
14 14
14 A4.2
D1
14 14
14 21
14 16
14 9
9 9
12 1499
99 14 15
15 19 22
229
10 10 914
16 9
11 11
10 14
19 15
11 10
14 14
14 8
8 88
14 14
14 14
15 15
13 14
15 16
16 14
20 HH
901
19 18
A4.1
A1
14 9
7 7
2 2
2 2
2 2
LL
BB
CC
DDDD
080
116A
8 14
14 7
3 14
8 DD
991
991
OFFICE E1
134
OFFICE E1
135
OFFICE E1
136
OFFICE E1
137
OFFICE E1
138
OFFICE E1
139
OFFICE E1
140
16 14
14 14 14 14 14 14
11 7
A
11 7
B
14 0
A
13 9
A
13 8
A
13 7
A
13 6
A
13 5
A
13 4
A
4 922
543
10 553552
373
373
6 079079
079
079
079
373
373
373
082
079
096
611
611611
934
8 OO
10 0
A
A2.1
A4
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
SEE A2.2 FOR DIMENSION PLAN
SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION
SEE A2.3 FOR REFLECTED CEILING PLANS
SEE A4.7, A4.8, A4.9 FOR WALL TYPES
SEE A6.1 FOR ROOM FINISH SCHEDULE
SEE A6.2 FOR DOOR AND WINDOW SCHEDULES
SEE A6.3 FOR STOREFRONT SCHEDULE
STAINLESS STEEL CORNER GUARDS, TYP. ALL EXTERIOR
CORNERS ON INTERIOR OF BUILDING, SEE D3 & D4/A7.9
FINISH FLOOR ELEVATION: 530.80, SEE CIVIL
WALL AND CEILING MATERIALS SHALL NOT EXCEED THE
FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.13
2x4 STUD WALL
2x6 STUD WALL
2x8 STUD WALL
2x12 STUD WALL
C
98 LOBBY
100
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C018223
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SNEC Y
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
FLOOR PLAN
200102
A2.1
BC
JK
MM, KD
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
CONSTRUCTION NOTES
078 ROOM IDENTIFICATION SIGN, VERIFY TEXT WITH OWNER, SEE D4/T-6 079 TACTILE EXIT SIGN, SEE D3/T-6
080 SEMI-RECESSED FIRE EXTINGUISHER. 5LB; UL RATING 2A: 10B:C; SEE D4/T-5
FOR MOUNTING REQUIREMENTS
082 TACTILE EXIT ROUTE SIGN, SEE D3/T-6
096 ISA SYMBOL, SEE B2/T-6
373 WALL MOUNTED TV, PROVIDE BLOCKING, SEE DETAIL A1/A7.10 426 TOILET ROOM ISA SIGNAGE AND TEXT ON WALL ADJACENT TO DOOR, 502 EMERGENCY EYE WASH/SHOWER, SEE PLUMBING
504 ROOF ACCESS LADDER, SEE B2/A7.10
518 ICE MACHINE AND BIN, SEE PLUMBING AND ELECTRICAL
525 MOP SINK, SEE PLUMBING
543 WALL HUNG FIRE EXTINGUISHER. 5LB; UL RATING 4A: 20B:C; SEE D4/T-5 FOR
MOUNTING REQUIREMENTS
552 FIRE RISER
553 FIRE RISER PANEL
611 ACCENT PAINT, SEE FINISH SCHEDULE
901 DISTRIBUTION BOARD, SEE ELECTRICAL
902 FLOOR DRAIN, SEE PLUMBING
917 WATER HEATER, SEE ELECTRICAL AND PLUMBING
922 ELECTRICAL PANELS, SEE ELECTRICAL
934 FLOOR SINK, SEE PLUMBING
991 HYDRATION SYSTEM, SEE PLUMBING AND ELECTRICAL
SCALE:1/8" = 1'-0"A2.1
D1 FLOOR PLAN
NOTES
WALL LEGEND
SCALE:1/8" = 1'-0"A2.1
A4 FLOOR PLAN - LOBBY NORTH UPPER WALL
FOR
CONSTRUCTION
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DW
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CG
CG
CG
CG
CG
CG
CG
CG
CG CG CG
CG
CG
CG
CG
CG CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG CG
CG
2 G
11 '
-
0 "
10 '
-
0 "
40 '
-
6 "
25 '
-
3 "
6'-
9 "
2'-
3 "
E
J J
F
H
3 C C
A A
98 764
10 10
1 1
126'-8"
10'-0"29'-11"14'-5"53'-11"10'-5"8'-0"
95 '
-
9 "
B
5 D
3'-0"1'-2"8'-4"12'-6"14'-0"14'-11"
2'-6"6'-8"22'-5"95'-1"
14'-6"9'-0"6'-2"5'-6"9'-2"
1'-9"
13 '
-
8 "
1'-
5 "
7'-
6 "
5'-
1 0
"
12 '
-
1 "
10 '
-
1 "
4'-
5 "
8'-
1 "
2'-
8 "
1'-0"5'-8"10'-11"11'-6"10'-5"5'-8"10'-5"10'-5"10'-5"10'-5"10'-5"10'-4"6'-1"10'-6" 1'-
2 "
5'-
1 0
"
6'-
1 0
"
5'-
6 "
5'-
0 "
7'-
6 "
6'-
0 "
6'-
3 "
BREAK ROOM
125
LOBBY
100
SERVER
118
OFFICE D1
119
OFFICE D1
120
MULTI-PURPOSE
112
RECEPTION
103
STORAGE
114
RECEIVING
116
OPEN WORK
STATIONS
117
COPY/MAIL
ROOM
115
WOMEN'S
128
OFFICE B
107
HALL
102
RESTROOM
104
CONFERENCE
106
RESTROOM
101
COPY
105
HWH
127
ELECTRICAL
132
MEN'S
129
OFFICE D1
121
MEN'S LOCKER
130
WASH ROOM
131
STORAGE
123
HALL
122
FITNESS
126
JAN
124
OFFICE D1
111
OFFICE C1
108
OFFICE C1
110
OFFICE C1
109
STORAGE
113
3'-7"2'-9"
9'-4"7'-2"10"22'-7"
FR
133
2'-2"13'-8"2'-2"
1'-2"8'-10"6'-10"1'-2"21'-11"
21 '
-
0 "
23 '
-
9 "
8'-
3 "
42 '
-
9 "
4'-
7 "
3'-
8 "
3'-
6 "
9'-
1 "
1'-
1 1
"
15 '
-
2 "
5'-
1 0
"
12 '
-
6 "
5'-
0 "
1'-
3 "
3'-
0 "
9"
3"3'-
0 "
9'-
3 "
7'-
2 "
2'-
1 0
"
9'-
3 "
5'-
1 0
"
4'-
0 "
3'-
6 "
13'-1"9'-8"
2'-0"
8'-6"7'-8"
14 '
-
1 0
"
3'-
0 "
12 '
-
1 "
4'-
3 "
2'-3"
10 '
-
4 "
3'-
0 "
1'-
1 0
"
2'-4"
3'-10"2'-4"
5'-1"2'-3"
5'-4"
3'-10"
1'-0"
R.O.
4'-0"
6"
12'-6"7'-3"10'-2"7'-11"
7'-
1 1
"
1'-
0 "
5'-
6 "
11 '
-
0 "
3'-
2 "
6'-0"
3'-
0 "
2'-11"8'-0"
9'-
7 "
8'-
5 "
OFFICE E1
140
OFFICE E1
139
OFFICE E1
138
OFFICE E1
137
OFFICE E1
136
OFFICE E1
135
OFFICE E1
134
10'-0"5'-10"
10'-9"
9"
1'-0"
1'-0"
2'-
1 "
2"
2"
10'-3"
1'-11"
1'-
1 1
"
17 '
-
6 "
1'-11"
4'-5"
8'-10"18'-4"3'-3"3'-4"
1'-11"
3'-
5 "
3'-
3 "
6'-
0 "
7'-
2 "
4'-
8 "
4'-4"7'-2"
9'-
1 "
6'-
0 "
17 '
-
6 "
7'-
2 "
14'-8"11'-9"6'-0"3'-0"
5'-
1 0
"
11 '
-
8 "
27 '
-
6 "
12 '
-
3 "
9'-
4 "
11 '
-
8 "
9'-
9 "
3"
14 '
-
1 1
"
1'-
2 "
14 '
-
1 "
5'-
6 "
3"
A2.2
A4
9'-
7 "
14 '
-
9 "
5'-
1 "
5'-3"
2x4 STUD WALL
2x6 STUD WALL
2x8 STUD WALL
2x12 STUD WALL
1. 2.
3. VERIFY ALL ROUGH OPENING SIZES PRIOR TO FRAMING
SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION
CONTRACTOR SHALL COORDINATE FRAMING WITH
STOREFRONT AND METAL PANEL/COMPOSITE METAL MATERIALS
C
98 3"
2'-1"10'-5"
LOBBY
100
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
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SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
DIMENSION
PLAN
200102
A2.2
BC
JK
KD
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1/8" = 1'-0"A2.2
D1 DIMENSION PLAN
WALL LEGEND
NOTES
SCALE:1/8" = 1'-0"A2.2
A4 DIMENSION PLAN - LOBBY NORTH UPPER WALL
FOR
CONSTRUCTION
05/18/21
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M
M
MM
M
M
M
M
M
M
M
M
M M
M
M
M
M
M
M
M
M
MM
MM
DS
DS
M
DS
M
2 G
E
J
J
F
H
3 C C
A A
98764
101
1 B
5 D
BREAK ROOM
125
LOBBY
100
SERVER
118
OFFICE D1
119
OFFICE D1
120
MULTI-PURPOSE
112
RECEPTION
103
STORAGE
114
RECEIVING
116
OPEN WORK
STATIONS
117
COPY/MAIL
ROOM
115
WOMEN'S
128
OFFICE B
107
HALL
102
RESTROOM
104
CONFERENCE
106
RESTROOM
101
COPY
105
HWH
127
ELECTRICAL
132
MEN'S
129
OFFICE D1
121
MEN'S LOCKER
130
WASH ROOM
131
STORAGE
123
HALL
122
FITNESS
126
JAN
124
OFFICE D1
111
OFFICE C1
108
OFFICE C1
110
OFFICE C1
109
STORAGE
113
10' -0"
10' -0"
10' -0"
10' -0"
10' -0"
10' -0"
9' -1"
10' -0"
10' -0"
10' -0"
10' -0"
10' -0"
10' -0"
10' -0"10' -0"10' -0"
10' -0"
10' -0"
12' -0"
10' -0"
10' -0"
955955
955955
10' -0"
955955
10' -0"
FR
133
10' -0"
10' -0"
10' -0"
9' -1"
9' -0"
10' -0"
9' -1"
OFFICE E1
140
OFFICE E1
139
OFFICE E1
138
OFFICE E1
137
OFFICE E1
136
OFFICE E1
135
OFFICE E1
134
9' -0"
9' - 0"
9' - 0"
10' -0"
10' -0"TYP.
684
683
683
891
955955
MCM
1 MTL
2 MTL
3 MCM
1 MCM
1 MCM
1 955
955
476
9' -0"
8' - 0"8' - 0"8' - 0"
9' -1"9' -1"9' -1"9' -1"9' -1"9' -1"
A7.8
D3
A7.8
D3
A7.8
D3
EQ 10'-6"EQ5'-
6 "
4'-
0 "
4'-
6 "
4'-
0 "
4'-
6 "
4'-
0 "
5'-
6 "
935
935
897
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
11. 12.
CONTRACTOR SHALL VERIFY DIMENSIONS AND LAYOUT OF ALL
FIXTURES AND EQUIPMENT WITH ARCHITECT PRIOR TO ROUGH IN.
REQUEST CLARIFICATION FOR ANY DIMENSIONS NOT SHOWN.
PROVIDE STAINLESS STEEL ACCESS PANELS AS REQUIRED FOR
MECHANICAL EQUIPMENT, SEE MECHANICAL.
CONTRACTOR MAY, AT HIS OPTION, USE METAL STUD FRAMING IN
LIEU OF SUSPENDED SYSTEM FOR GYPSUM BOARD CEILINGS,
CONTRACTOR TO SUBMIT CEILING LAYOUT PLANS FOR APPROVAL
PRIOR TO SUBSTITUTION ACCEPTANCE.
INSTALL R-30 BATT INSULATION ABOVE ALL CEILINGS IN RAFTER/ TRUSS SPACE.
SEE ROOM FINISH SCHEDULE FOR CEILING HEIGHTS NOT SHOWN.
SUSPENDED CEILING SHALL COMPLY WITH CBC.
EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OR APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO
CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO ONE POINT SHOULD BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN.
PAINT ALL EXPOSED PIPING, EXPOSED FRAMING AND EXHAUST
DUCT WORK.
SEE A2.1 FOR FLOOR PLAN.
SEE A2.2 FOR DIMENSION PLAN.
SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.
MATERIALS EXPOSED WITHIN THE PLENUM SHALL BE
NONCOMBUSTABLE PER CMC 602.2 (FLAME SPREAD INDEX NOT TO EXCEED 25 AND SMOKE DEVELOPED INDEX NOT TO EXCEED 50). SEE WALL SECTIONS AND A7.8.
GYPSUM BOARD CEILING, SEE FINISH SCHEDULE
SUPPLY AIR DIFFUSER DUCT, SEE MECHANICAL
ACCESS PANEL
ILLUMINATED EXIT SIGN, SEE ELECTRICAL
2'X2' ACOUSTIC CEILING TILE, SEE
FINISH SCHEDULE
RETURN AIR DIFFUSER, SEE MECHANICAL
STRIP LIGHT FIXTURE, SEE ELECTRICAL
LIGHT FIXTURE, SEE ELECTRICAL
LIGHT FIXTURE, SEE ELECTRICAL
LIGHT FIXTURE, SEE ELECTRICAL
TUBULAR SKYLIGHT DIFFUSER
ACT CEILING TUBULAR SKYLIGHT DIFFUSER
METAL SOFFIT (MTL-1), SEE FINISH SCHEDULE
EXHAUST AIR DIFFUSER, SEE MECHANICAL
EXHAUST AIR DIFFUSER, SEE MECHANICAL
WALL SCONCE, SEE ELECTRICAL
LIGHT FIXTURE, SEE ELECTRICAL
METAL SOFFIT (MTL-2), SEE FINISH SCHEDULE
SUPPLY AIR DIFFUSER, SEE MECHANICAL
METAL SOFFIT (MTL-3), SEE FINISH SCHEDULE
LIGHT FIXTURE, SEE ELECTRICAL
EMERGENCY LIGHT FIXTURE, SEE ELECTRICAL
OCCUPANCY SENSOR
DAYLIGHT SENSOR
M
DS
ECKEFRAI
REN. 09/10/21
FEAT
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LFCAOI
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C018223
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
REFLECTED
CEILING PLAN
200102
A2.3
BC
JK
KD
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1/8" = 1'-0"A2.3
D1 REFLECTED CEILING PLAN
CONSTRUCTION NOTES
476 ROOF ACCESS LADDER AND HATCH
683 ACOUSTICAL CLOUD KIT
684 ACOUSTICAL PANEL ATTACHED TO UNDERSIDE OF STRUCTURE, SEE FINISH
SCHEDULE
891 ACCESS PANEL, SEE MECHANICAL
897 ROOF/OVERFLOW DRAIN, SEE PLUMBING
935 WATER LINE, SEE PLUMBING
955 OPEN TO STRUCTURE ABOVE
NOTES
LEGEND
FOR
CONSTRUCTION
05/18/21
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E
J J
H
C C
A A
98764
101
1 B
5 D
1/
2 "
/
1 2
"
1/
2 "
/
1 2
"
1/
2 "
/
1 2
"
1/
2 "
/
1 2
"
1/4" / 12"1/4" / 12"1/4" / 12"
1/4" / 12"1/4" / 12"
1/4" / 12"1/4" / 12"1/4" / 12"
SL DN SL DN
SL
D
N
SL DN SL DN
SL
D
N
SL DNSL DN
SL
D
N
SL DN SL DN
SL
D
N
SL DN SL DN SL DN SL DN SL DN SL DN
1/
2 "
/
1 2
"
SL
D
N
1/4" / 12"
1/4" / 12"1/4" / 12"
2"
/
1 2
"
1/4" / 12"1/4" / 12"1/4" / 12"
1/4" / 12"
1/4" / 12"1/4" / 12"1/4" / 12"
SL DNSL DN SL DN
SL DN
SL
D
N
A7.4
A3
A7.4
A4
A7.4
A2
A7.5
B1
A7.4
A3
G-04
986
835836
836 835
851852 851852
985
990
990
TYP.
833
TYP.
515
TYP.
515
TYP.
572
948 911 912 913
914
TYP.
909
910
908
911
914
915
A7.4
A3
A7.4
A4
A7.4
B2
A7.4
A3
A7.5
B1
A7.5
B3
A7.4
C4
A7.4
A2
A7.4
B2
A7.4
A2
A7.4
B2
A7.4
B2
A7.4
A2
A7.4
A4
A7.5
D3
A7.5
D3
A7.4
A4
A7.4
A4
A7.4
B4
A7.4
A2
A7.4
B2
A7.5
D2
TYP.
968
450
551
A7.5
D1
A7.5
D1
1. 2.
3. 4.
5. SEE ELECTRICAL, MECHANICAL, AND PLUMBING FOR
LOCATION OF EQUIPMENT, VENTS, DUCTS, ETC.
BATT INSULATION R-30 AT ROOF CAVITY.
DUCT AND CONDUIT PENETRATIONS THROUGH ROOF, SEE
A7.4 DETAILS, MECHANICAL, ELECTRICAL AND PLUMBING.
VAPOR BARRIER WILL BE PROVIDED ON WARM -IN WINTER
SIDE OF ATTIC INSULATION.
ALL ROOF COVERINGS SHALL HAVE A CLASS A FIRE RATING.
BUILT-UP ROOFING, SEE FINISH SCHEDULE
PHOTOVOLTAIC PANELS, SEE ELECTRICAL
ECKEFRAI
REN. 09/10/21
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LFCAOI
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C018223
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DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ROOF PLAN
200102
A2.4
BC
JK
KD
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1/8" = 1'-0"A2.4
D1 ROOF PLAN
NOTES
LEGEND
CONSTRUCTION NOTES
361 2X BRACE, SEE STRUCTURAL
450 ROOF ACCESS HATCH AND SAFETY RAILING, SEE B1/A7.10 AND C1/A7.10 515 TUBULAR SKYLIGHT
551 ACCESS DOOR
572 VTR, SEE D4/A7.4 AND PLUMBING
833 BUILT-UP ROOF, SEE FINISH SCHEDULE
835 ROOF SCUPPER, C1/A7.5
836 ROOF OVERFLOW SCUPPER, C1/A7.5
851 ROOF SCUPPER, C2/A7.5
852 ROOF OVERFLOW SCUPPER, C2/A7.5
908 AIR INTAKE, SEE MECHANICAL
909 EXHAUST FAN, SEE D2/A7.4 AND MECHANICAL
910 DRYER EXHAUST, SEE D3/A7.4, MECHANICAL AND PLUMBING 911 ROOF RECEPTOR, SEE MECHANICAL
912 EXPANSION TANK, SEE MECHANICAL
913 AIR SEPARATOR, SEE MECHANICAL
914 PUMP, SEE MECHANICAL
915 SHUTOFF VALVE AND BACKFLOW PREVENTER, SEE PLUMBING
948 BOILER, SEE MECHANICAL
968 ROOF DRAIN AND OVER FLOW DRAIN, SEE CIVIL AND PLUMBING, SEE C2/A7.4
985 CONDENSING UNIT, SEE MECHANICAL
986 PACKAGED ROOFTOP UNIT, SEE MECHANICAL
990 HOSE BIBB, SEE PLUMBING
FOR
CONSTRUCTION
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P
M
P
M
P
M
P
M
2 G
E
J J
F
H
3 C C
A A
98764
10 10
1 1
B
5 D
TYP.
902
934
A7.6
C2
A7.6
C2
A7.6
A2
A7.6
D2
A7.6
A2
A7.6
D1
A7.6
A2
A7.6
A2
A7.6
D2
A7.6
D2
A7.6
D1
A7.6
D2
A7.6
D2
A7.6
A2
TYP.
903
TYP.
904
A7.6
D2
A7.6
D2
A7.6
D2
A7.6
D2
A7.6
A1
A7.6
D2
A7.6
D2
A7.6
A2
A7.6
A2
A7.6
A1
A7.6
D2
A7.6
D2
A7.6
A1 A7.6
D2
A7.6
A1
A7.6
D2
A7.6
D2
A7.6
D2
A7.6
D2
A7.6
D2
A7.6
D2A7.6
D2
A7.6
A1
A7.6
A1
A7.6
A1
A7.6
A1
A7.6
D2
A7.6
D2
A7.6
D2
A7.6
D2
A7.6
D2
A7.6
A3
A7.6
A1
A7.6
A3
A7.6
A3
A7.6
D3
A7.6
D2
A7.6
A4
A7.6
C1
A7.6
C3
A7.6
D2
A7.6
D2
A7.6
D2
A7.6
D2
A7.6
D2
A7.6
D2
A7.6
D2
A7.6
D2
A7.6
D2
A7.6
D2
A7.6
D2
A7.6
A1
A7.6
A1
A7.6
A1
A7.6
C2
A7.6
D2
A7.6
A2
A7.6
A2
A7.6
A1
A7.6
B4
A7.6
A2
A7.6
B2
A7.6
B2
A7.6
B4
A7.6
B3
A7.6
D2
A7.6
D2
A7.6
C2
A7.6
B1
A7.6
B3
A7.6
A2
A7.6
A3
A7.6
A2
A7.6
A2
A7.6
A3
CONCRETE CURB, SEE STRUCTURAL AND
CURB DETAILS
RECESSED SLAB, SEE STRUCTURAL
1. VERIFY CURB WIDTH WITH ALL WALL SECTION AND WALL
TYPES
2. SACK AND PATCH CONCRETE CURB TO PROVIDE SMOOTH
FINISH WITH UNIFORM COLOR WHERE EXPOSED. SEAL
CONCRETE SLAB AND CURB.
3. FACE OF FOUNDATION DOES NOT ALIGN WITH FACE OF
STUD/GRID LINE. SEE DETAILS AND STRUCTURAL.
ECKEFRAI
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C018223
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SLAB PLAN
200102
A2.5
BC
JK
KD
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1/8" = 1'-0"A2.5
D1 CURB PLAN
CONSTRUCTION NOTES
902 FLOOR DRAIN, SEE PLUMBING
903 POWER FLOOR BOX AND VOICE/DATA OUTLET, SEE ELECTRICAL 904 POWER FLOOR BOX AND VOICE/DATA CONNECTION, SEE ELECTRICAL 934 FLOOR SINK, SEE PLUMBING
LEGEND
NOTES
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 227 of 321
T.O.P. 1
13' -6"
FINISH FLOOR
0' -0"
FINISH FLOOR
0' -0"
MAX HT.
22' -6"
T.O.P. 2
16' -6"
E
T.O.P. 3
21' -9"
J C AD
314MCM
1 MTL
3 MCM
1 077 094905932
515
TYP.
944
MTL
2TYP.
832
918 918
T.O.P. 1
13' -6"
FINISH FLOOR
0' -0"
FINISH FLOOR
0' -0"
MAX HT.
22' -6"
T.O.P. 2
16' -6"
T.O.P. 3
21' -9"
9 8 7 6 410 15
MTL
3 MTL
2 851 852
055
MCM
1 990
MTL
4 999
TYP.
832
918
918
918
905
ECKEFRAI
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LFCAOI
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C018223
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
EXTERIOR
ELEVATIONS
200102
A3.1
BC
JK
MM, KD
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1/8" = 1'-0"A3.1
B1 EAST EXTERIOR ELEVATION
SCALE:1/8" = 1'-0"A3.1
D1 NORTH EXTERIOR ELEVATION
CONSTRUCTION NOTES
055 EXTERIOR BUILDING SIGNAGE, SEE C2/A7.10
077 KNOX BOX @ +60" AFF
094 BUILDING SEAL, SEE D2/A7.10
314 HORIZONTAL METAL SIDING OVER BUILDING PAPER, SEE FINISH SCHEDULE 515 TUBULAR SKYLIGHT
832 PREFINISHED PARAPET FLASHING
851 ROOF SCUPPER, C2/A7.5
852 ROOF OVERFLOW SCUPPER, C2/A7.5
905 WALL CLEAN OUT, SEE PLUMBING
918 JUNCTION BOX FOR SECURITY CAMERA, SEE ELECTRICAL
932 LIGHT FIXTURE, SEE ELECTRICAL
944 HVAC EQUIPMENT, SEE MECHANICAL
990 HOSE BIBB, SEE PLUMBING
999 OVERFLOW ROOF DRAIN NOZZLE, SEE PLUMBING
FOR
CONSTRUCTION
05/18/21
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FINISH FLOOR
0' -0"
FINISH FLOOR
0' -0"
MAX HT.
22' -6"
T.O.P. 2
16' -6"
T.O.P. 3
21' -9"
3 1015
518
MCM
1 MTL
2 MTL
3 MCM
1 315 999
MTL
4 999
TYP.
832
999
918 918
T.O.P. 1
13' -6"
FINISH FLOOR
0' -0"
FINISH FLOOR
0' -0"
MAX HT.
22' -6"
T.O.P. 2
16' -6"
T.O.P. 3
21' -9"
JHCABD
?
?MTL
2 MTL
3 129995999
MTL
4 TYP.
952944551
TYP.
832
502 907
918
918
990
ECKEFRAI
REN. 09/10/21
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ST
LFCAOI
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C018223
.
O
AINR
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DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
EXTERIOR
ELEVATIONS
200102
A3.2
BC
JK
MM, KD
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1/8" = 1'-0"A3.2
B1 SOUTH EXTERIOR ELEVATION
SCALE:1/8" = 1'-0"A3.2
D1 WEST EXTERIOR ELEVATION
CONSTRUCTION NOTES
129 GAS METER LOCATION
315 VERTICAL METAL SIDING, SEE FINISH SCHEDULE
502 EMERGENCY EYE WASH/SHOWER, SEE PLUMBING
518 ICE MACHINE AND BIN, SEE PLUMBING AND ELECTRICAL
551 ACCESS DOOR
832 PREFINISHED PARAPET FLASHING
907 STUB OUT FOR COOLER FILLING STATION, SEE PLUMBING
918 JUNCTION BOX FOR SECURITY CAMERA, SEE ELECTRICAL
944 HVAC EQUIPMENT, SEE MECHANICAL
952 MECHANICAL EQUIPMENT, SEE MECHANICAL
990 HOSE BIBB, SEE PLUMBING
995 LIGHT FIXTURE WHERE OCCURS, SEE ELECTRICAL
999 OVERFLOW ROOF DRAIN NOZZLE, SEE PLUMBING
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 229 of 321
T.O.P. 1
13' -6"
FINISH FLOOR
0' -0"
FINISH FLOOR
0' -0"
T.O.P. 2
16' -6"
T.O.P. 3
21' -9"
T.O.P. 3
21' -9"
JCB
FITNESS
126
HALL
122
MEN'S LOCKER
130
TYP.
812
674
TYP.
205
675
A4.3
D4
A4.4
D1
JAN
124
OFFICE D1
121
T.O.S.
12' -6"
382 T.O.P.
14' - 6"
T.O.S.
13' - 6 1/2"
FINISH FLOOR
0' -0"
FINISH FLOOR
0' -0"
T.O.P. 2
16' -6"
T.O.P. 3
21' -9"
T.O.P. 3
21' -9"
JCD
OPEN WORK
STATIONS
117
BREAK ROOM
125
PATIO
676 674
676
952
A4.4
D2
OFFICE E1
139
T.O.P.
14' - 6"
683
T.O.S.
13' - 6 1/2"
T.O.S.
13' - 6 1/2"
1. 2.
3. 4.
5. 6.
NOTES AND DETAILS APPLY TO ALL SECTIONS U.N.O.
FOR FINISH SCHEDULE SEE A6.1.
PROVIDE R-30 BATT INSULATION AT ROOF CAVITY.
PROVIDE R-13 BATT INSULATION AT EXTERIOR WALLS.
PROVIDE SOUND ATTENUATION BATT INSULATION AT INTERIOR
WALLS.
MATERIALS EXPOSED WITHIN THE PLENUM SHALL BE
NONCOMBUSTABLE PER CMC 602.2 (FLAME SPREAD INDEX
NOT TO EXCEED 25 AND SMOKE DEVELOPED INDEX NOT TO
EXCEED 50). SEE WALL SECTIONS AND A7.8.
FINISH FLOOR
0' -0"
FINISH FLOOR
0' -0"
T.O.P. 2
16' -6"
T.O.P. 2
16' -6"
G JC
MEN'S LOCKER
130
WASH ROOM
131
HALL
122
WOMEN'S
128
A4.3
D1
A4.3
D2
T.O.S.
13' - 6 1/2"
T.O.S.
13' - 9 1/2"
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
BUILDING
SECTIONS
200102
A4.1
BC
JK
KG
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
CONSTRUCTION NOTES
205 CONCRETE SLAB ON GRADE, SEE STRUCTURAL
382 BEAM, SEE STRUCTURAL
674 EXPOSED STRUCTURE
675 ACOUSTICAL CEILING TILE AND GRID, SEE FINISH SCHEDULE 676 METAL SOFFIT, SEE FINISH SCHEDULE
683 ACOUSTICAL CLOUD KIT
812 BUILT-UP ROOFING
952 MECHANICAL EQUIPMENT, SEE MECHANICAL
SCALE:1/8" = 1'-0"A4.1
B1 BUILDING SECTION
SCALE:1/8" = 1'-0"A4.1
D1 BUILDING SECTION
NOTES
SCALE:1/8" = 1'-0"A4.1
A1 BUILDING SECTION
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 230 of 321
FINISH FLOOR
0' -0"
FINISH FLOOR
0' -0"
T.O.P. 2
16' -6"
91 RESTROOM
101
RECEPTION
103
RESTROOM
104
HALL
102
FITNESS
126
WOMEN'S
128
PATIO
A4.5
D4
A4.6
D1
OFFICE D1
111
621675621675676621
952
120120
684674
908
FINISH FLOOR
0' -0"
FINISH FLOOR
0' -0"
T.O.P. 2
16' -6"
T.O.P. 3
21' -9"
T.O.P. 3
21' -9"
861
HALL
102
A4.6
D3
A4.6
D4
MULTI-PURPOSE
112
STORAGE
114
COPY/MAIL
ROOM
115
HALL
122
MEN'S
129
WASH ROOM
131
BREAK ROOM
125
986
1. 2.
3. 4.
5. 6.
NOTES AND DETAILS APPLY TO ALL SECTIONS U.N.O.
FOR FINISH SCHEDULE SEE A6.1.
PROVIDE R-30 BATT INSULATION AT ROOF CAVITY.
PROVIDE R-13 BATT INSULATION AT EXTERIOR WALLS.
PROVIDE SOUND ATTENUATION BATT INSULATION AT INTERIOR
WALLS.
MATERIALS EXPOSED WITHIN THE PLENUM SHALL BE
NONCOMBUSTABLE PER CMC 602.2 (FLAME SPREAD INDEX
NOT TO EXCEED 25 AND SMOKE DEVELOPED INDEX NOT TO
EXCEED 50). SEE WALL SECTIONS AND A7.8.
FINISH FLOOR
0' -0"
FINISH FLOOR
0' -0"
T.O.P. 2
16' -6"
T.O.P. 3
21' -9"
JCD
OPEN WORK
STATIONS
117
A4.5
D1
COPY/MAIL
ROOM
115
RECEIVING
116
RESTROOM
101
LOBBY
100
OFFICE E1
134
683 674
T.O.S.
13' - 6 1/2"
T.O.S.
10' - 2 1/4"
ECKEFRAI
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
BUILDING
SECTIONS
200102
A4.2
BC
JK
KG
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1/8" = 1'-0"A4.2
B1 BUILDING SECTION
SCALE:1/8" = 1'-0"A4.2
D1 BUILDING SECTION
NOTES
SCALE:1/8" = 1'-0"A4.2
A1 BUILDING SECTION
CONSTRUCTION NOTES
120 ALTERNATE BID ITEM 2: PLANTING AREA, SEE LANDSCAPE
621 GYPSUM BOARD CEILING, SEE FINISH SCHEDULE
674 EXPOSED STRUCTURE
675 ACOUSTICAL CEILING TILE AND GRID, SEE FINISH SCHEDULE 676 METAL SOFFIT, SEE FINISH SCHEDULE
683 ACOUSTICAL CLOUD KIT
684 ACOUSTICAL PANEL ATTACHED TO UNDERSIDE OF STRUCTURE, SEE FINISH
SCHEDULE
908 AIR INTAKE, SEE MECHANICAL
952 MECHANICAL EQUIPMENT, SEE MECHANICAL
986 PACKAGED ROOFTOP UNIT, SEE MECHANICAL
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 231 of 321
T.O.P. 1
13' -6"
FINISH FLOOR
0' -0"
B
T.O.S.
12' -6"
PLYWOOD CRICKET
PLYWOOD SHEATHING, SEE
STRUCTURAL
ROOF JOIST, SEE STRUCTURAL
CONCRETE FOOTING, SEE
STRUCTURAL
CONCRETE SLAB ON
GRADE, SEE STRUCTURAL
VAPOR BARRIER
SAND, SEE STRUCTURAL
BUILT-UP ROOF, SEE FINISH
SCHEDULE
BATT INSULATION, SEE BUILDING
SECTIONS FOR TYPE
BATT INSULATION, SEE BUILDING
SECTIONS FOR TYPE
VERTICAL METAL SIDING,
SEE FINISH SCHEDULE
PREFINISHED PARAPET
FLASHING
2X WOOD STUD, PER
PLAN
GYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE
STOREFRONT SYSTEM, SEE
STOREFRONT SCHEDULE
ALTERNATE BID ITEM 2:
PLANTING AREA, SEE
LANDSCAPE
FITNESSEXTERIOR
METAL PANEL SYSTEM, SEE
FINISH SCHEDULE
A7.4
A3
A7.7
B1
CONCRETE MOW
CURB, SEE
LANDSCAPE
PLYWOOD SHEATHING, SEE
STRUCTURAL
PLYWOOD SHEATHING, SEE
STRUCTURAL
J-MOLD AT UNFINISHED
CEILING STRUCTURE
BUILT-UP ROOF, SEE FINISH
SCHEDULE
A7.8
D2
FINISH FLOOR
0' -0"
T.O.P. 2
16' -6"
C
PREFINISHED PARAPET
FLASHING
WOMEN'S
BUILT-UP ROOF, SEE FINISH
SCHEDULE
PLYWOOD CRICKET
GYPSUM BOARD
CEILING, SEE FINISH
SCHEDULE
HORIZONTAL METAL
SIDING OVER BUILDING
PAPER, SEE FINISH
SCHEDULE
2X WOOD STUD, PER
PLAN
BATT INSULATION, SEE BUILDING
SECTIONS FOR TYPE
CONCRETE SLAB ON
GRADE, SEE STRUCTURAL
EXTERIOR
SAND, SEE STRUCTURAL
VAPOR BARRIER
CONCRETE FOOTING, SEE
STRUCTURAL
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
ALTERNATE BID ITEM 2:
PLANTING AREA, SEE
LANDSCAPE
FINISH AS OCCURS, SEE
ROOM FINISH SCHEDULE
T.O.S.
13' - 6 1/2"
BATT INSULATION, SEE BUILDING
SECTIONS FOR TYPE
GYPSUM BOARDGYPSUM BOARD
PLYWOOD SHEATHING,
SEE STRUCTURAL
A7.4
A2
PLYWOOD SHEATHING, SEE
STRUCTURAL
A7.4
B2
BUILT-UP ROOF, SEE FINISH
SCHEDULE
FINISH FLOOR
0' -0"
T.O.P. 2
16' -6"
G J
PREFINISHED PARAPET
FLASHING
BUILT-UP ROOF, SEE FINISH
SCHEDULE
PLYWOOD CRICKET
PLYWOOD SHEATHING,
SEE STRUCTURAL
ROOF JOIST, SEE
STRUCTURAL
BATT INSULATION, SEE
BUILDING SECTIONS FOR
TYPE
MEN'S LOCKER EXTERIOR
CONCRETE SLAB ON
GRADE, SEE STRUCTURAL
GYPSUM BOARD
CEILING, SEE FINISH
SCHEDULE
2X FRAMING, SEE
STRUCTURAL
METAL SOFFIT, SEE FINISH
SCHEDULE
SAND, SEE STRUCTURAL
VAPOR BARRIER
CONCRETE FOOTING, SEE
STRUCTURAL
HORIZONTAL METAL
SIDING OVER BUILDING
PAPER, SEE FINISH
SCHEDULE
METAL PANEL SYSTEM, SEE
FINISH SCHEDULE
CONCRETE SLAB ON
GRADE, SEE CIVIL AND
LANDSCAPE
VERTICAL METAL SIDING
OVER BUILDING PAPER,
SEE FINISH SCHEDULE
T.O.S.
13' - 9 1/2"
GYPSUM BOARDGYPSUM BOARD
A7.4
A2
A7.7
B1
PLYWOOD SHEATHING, SEE
STRUCTURAL
PLYWOOD SHEATHING, SEE
STRUCTURAL
A7.7
A4
A7.4
B2
BUILT-UP ROOF, SEE FINISH
SCHEDULE
2X FRAMING, SEE
STRUCTURALA7.8
D1
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
WALL SECTIONS
200102
A4.3
BC
JK
GG
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:3/4" = 1'-0"A4.3
D4 WALL SECTION
SCALE:3/4" = 1'-0"A4.3
D1 WALL SECTION
SCALE:3/4" = 1'-0"A4.3
D2 WALL SECTION
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 232 of 321
FINISH FLOOR
0' -0"
T.O.P. 2
16' -6"
T.O.P. 3
21' -9"
C D
CONCRETE SLAB ON
GRADE, SEE STRUCTURAL
SAND, SEE STRUCTURAL
VAPOR BARRIER
CONCRETE FOOTING, SEE
STRUCTURAL
BREAK ROOM
WOOD HEADER, SEE STRUCTURAL
METAL SOFFIT, SEE FINISH SCHEDULE
BUILT-UP ROOF, SEE FINISH
SCHEDULE
PREFINISHED PARAPET FLASHING
PREFINISHED PARAPET FLASHING
VERTICAL METAL SIDING, SEE FINISH
SCHEDULE
2X WOOD STUD, PER PLAN
HORIZONTAL METAL SIDING OVER
BUILDING PAPER, SEE FINISH
SCHEDULE
2X WOOD STUD, PER PLAN
BATT INSULATION, SEE BUILDING
SECTIONS FOR TYPE
BATT INSULATION, SEE BUILDING
SECTIONS FOR TYPE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
EXTERIOR
VERTICAL METAL SIDING, SEE FINISH
SCHEDULE
BUILT-UP ROOF, SEE FINISH
SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
WOOD HEADER, SEE STRUCTURAL
T.O.S.
13' - 6"
PLYWOOD CRICKET
PLYWOOD SHEATHING,
SEE STRUCTURAL
A7.4
A2
A7.4
A4
PLYWOOD SHEATHING, SEE
STRUCTURAL
A7.7
A3
PLYWOOD SHEATHING,
SEE STRUCTURAL
J-MOLD AT UNFINISHED CEILING
STRUCTURE
A7.4
B2
A7.4
C4
BUILT-UP ROOF, SEE FINISH
SCHEDULE
BUILT-UP ROOF, SEE FINISH
SCHEDULE
FINISH FLOOR
0' -0"
T.O.P. 2
16' -6"
J
CONCRETE SLAB ON GRADE, SEE
STRUCTURAL
SAND, SEE STRUCTURAL
VAPOR BARRIER
CONCRETE FOOTING, SEE
STRUCTURAL
PLYWOOD CRICKET
PLYWOOD SHEATHING, SEE
STRUCTURAL
OFFICE D1 EXTERIOR
PREFINISHED PARAPET
FLASHING
BATT INSULATION, SEE
BUILDING SECTIONS FOR
TYPE
ROOF JOIST, SEE STRUCTURAL
STOREFRONT SYSTEM, SEE
STOREFRONT SCHEDULE
HORIZONTAL METAL
SIDING OVER BUILDING
PAPER, SEE FINISH
SCHEDULE
2X FRAMING, SEE
STRUCTURAL
BATT INSULATION, SEE
BUILDING SECTIONS FOR
TYPE
METAL PANEL EYEBROW, SEE FINISH
SCHEDULE
BUILT-UP ROOF, SEE FINISH
SCHEDULE
T.O.S.
13' - 6 1/2"
ACOUSTICAL CEILING TILE AND
GRID, SEE FINISH SCHEDULE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
A7.4
A2
A7.8
C4
PLYWOOD SHEATHING, SEE
STRUCTURAL
CONCRETE SLAB ON
GRADE, SEE CIVIL
A7.4
B2
BUILT-UP ROOF, SEE FINISH
SCHEDULE
HORIZONTAL METAL SIDING, SEE
FINISH SCHEDULE
A7.7
B1
A7.8
D1
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LFCAOI
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C018223
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SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
WALL SECTIONS
200102
A4.4
BC
JK
GG
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:3/4" = 1'-0"A4.4
D2 WALL SECTION
SCALE:3/4" = 1'-0"A4.4
D1 WALL SECTION
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 233 of 321
FINISH FLOOR
0' -0"
T.O.P. 3
21' -9"
C D
LOBBY RESTROOM RECEIVING
GYPSUM BOARD
CEILING, SEE FINISH
SCHEDULE
ACOUSTICAL CEILING
TILE AND GRID, SEE FINISH
SCHEDULE
DOOR AS SCHEDULED
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
2X WOOD STUD, PER
PLAN
BATT INSULATION, SEE
BUILDING SECTIONS FOR
TYPE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
2X WOOD STUD, PER
PLAN
BATT INSULATION, SEE
BUILDING SECTIONS FOR
TYPE
CONCRETE SLAB ON
GRADE, SEE STRUCTURAL
EXTERIOR
SAND, SEE STRUCTURAL
VAPOR BARRIER
CONCRETE FOOTING, SEE
STRUCTURAL
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
BATT INSULATION, SEE
BUILDING SECTIONS FOR
TYPE
VERTICAL METAL SIDING,
SEE FINISH SCHEDULE
ALTERNATE BID ITEM 2:
PLANTING AREA, SEE
LANDSCAPE
MECHANICAL
DUCTWORK, SEE
MECHANICAL, TYP
FINISH AS OCCURS, SEE
INTERIOR ELEVATIONS
AND FINISH SCHEDULE
METAL PANEL SYSTEM, SEE
FINISH SCHEDULE
METAL PANEL SYSTEM, SEE
FINISH SCHEDULE
WOOD HEADER, SEE
STRUCTURAL
STOREFRONT SYSTEM, SEE
STOREFRONT SCHEDULE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
GYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE
GYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE
A7.4
A4
PLYWOOD SHEATHING, SEE
STRUCTURAL
PLYWOOD SHEATHING, SEE
STRUCTURAL2X6 STUD PER PLAN
BATT INSULATION, SEE
BUILDING SECTIONS FOR
TYPE
T.O.S.
22' - 0 1/2"
T.O.S.
20' - 0 1/2"
A7.4
C4
BUILT-UP ROOF, SEE FINISH
SCHEDULE
BUILT-UP ROOF, SEE FINISH
SCHEDULE
BUILT-UP ROOF, SEE FINISH
SCHEDULE
FINISH FLOOR
0' -0"
T.O.P. 2
16' -6"
1 WOMEN'S
2X WOOD STUD, PER PLAN
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
GYPSUM BOARD
CEILING, SEE FINISH
SCHEDULE
2X WOOD STUD, PER PLAN
EXTERIOR
PREFINISHED PARAPET
FLASHING
CONCRETE SLAB ON
GRADE, SEE STRUCTURAL
METAL PANEL SYSTEM, SEE
FINISH SCHEDULE
HORIZONTAL METAL
SIDING OVER BUILDING
PAPER, SEE FINISH
SCHEDULE
FINISH AS OCCURS, SEE
ROOM FINISH SCHEDULECONCRETE SLAB ON GRADE, SEE
CIVIL
BUILT-UP ROOF, SEE FINISH
SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
A7.4
A2
PLYWOOD SHEATHING, SEE
STRUCTURAL
PLYWOOD SHEATHING, SEE
STRUCTURAL
PLYWOOD SHEATHING, SEE
STRUCTURAL
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
BATT INSULATION, SEE
BUILDING SECTIONS FOR
TYPE
VAPOR BARRIER
SAND, SEE STRUCTURAL
CONCRETE
FOOTING, SEE
STRUCTURAL
A7.4
B2
BUILT-UP ROOF, SEE FINISH
SCHEDULE
A7.8
D4
SIM
A7.8
D1
A7.7
B1
ECKEFRAI
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LFCAOI
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C018223
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DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
WALL SECTIONS
200102
A4.5
BC
JK
GG
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:3/4" = 1'-0"A4.5
D1 WALL SECTION
SCALE:3/4" = 1'-0"A4.5
D4 WALL SECTION
SIM
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 234 of 321
FINISH FLOOR
0' -0"
9 RESTROOM
GYPSUM BOARD CEILING, SEE
FINISH SCHEDULE
CONCRETE SLAB ON
GRADE, SEE STRUCTURAL
SAND, SEE STRUCTURAL
CONCRETE FOOTING, SEE
STRUCTURAL
STOREFRONT SYSTEM, SEE
STOREFRONT SCHEDULE
EXTERIOR
VAPOR BARRIER
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
A7.5
B3
GYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE
GYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE
METAL PANEL SYSTEM, SEE
FINISH SCHEDULE
BUILT-UP ROOF, SEE FINISH
SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
ROOF JOIST, SEE STRUCTURAL
METAL PANEL SYSTEM, SEE
FINISH SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
WOOD BEAM, SEE
STRUCTURAL
R-30 BATT INSULATION,
TYP.
2X6 ROOF JOIST, SEE
STRUCTURAL
HSS BEAM, SEE
STRUCTURAL
FINISH AS OCCURS, SEE ROOM
FINISH SCHEDULE
BATT INSULATION, SEE BUILDING
SECTIONS FOR TYPE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
A7.5
B1
GYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE
GYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE
GYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE
GYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE
FINISH FLOOR
0' -0"
T.O.P. 2
16' -6"
1 WASH ROOMEXTERIOR
GYPSUM BOARD
CEILING, SEE FINISH
SCHEDULE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
VERTICAL METAL SIDING,
SEE FINISH SCHEDULE
CONCRETE SLAB ON
GRADE, SEE STRUCTURAL
2X WOOD STUD, PER
PLAN
BATT INSULATION, SEE
BUILDING SECTIONS FOR
TYPE
METAL PANEL SYSTEM, SEE
FINISH SCHEDULE
HORIZONTAL METAL
SIDING OVER BUILDING
PAPER, SEE FINISH
SCHEDULE
SAND, SEE STRUCTURAL
CONCRETE FOOTING, SEE
STRUCTURAL
VAPOR BARRIER
CONCRETE SLAB ON
GRADE, SEE CIVIL AND
LANDSCAPE
PREFINISHED PARAPET FLASHING
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
BUILT-UP ROOF, SEE FINISH
SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
A7.4
A2
PLYWOOD SHEATHING,
SEE STRUCTURAL
FINISH AS OCCURS, SEE ROOM
FINISH SCHEDULE
A7.4
B2
BUILT-UP ROOF, SEE FINISH
SCHEDULE
A7.7
B1 A7.8
D1
FINISH FLOOR
0' -0"
T.O.P. 3
21' -9"
CONCRETE SLAB ON
GRADE, SEE STRUCTURAL
COPY/MAIL
ROOM
ACOUSTICAL CEILING
TILE AND GRID, SEE FINISH
SCHEDULE
EXTERIOR
BATT INSULATION, SEE
BUILDING SECTIONS FOR
TYPE
2X WOOD STUD, PER
PLAN
VERTICAL METAL SIDING,
SEE FINISH SCHEDULE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
PREFINISHED PARAPET
FLASHING
CONCRETE SLAB ON
GRADE, SEE CIVIL AND
LANDSCAPE
SAND, SEE STRUCTURAL
VAPOR BARRIER
CONCRETE FOOTING, SEE
STRUCTURAL
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
BUILT-UP ROOF, SEE FINISH
SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
A7.4
A4
PLYWOOD SHEATHING,
SEE STRUCTURAL
A7.5
D3
2X BRACING, SEE
STRUCTURAL
BUILT-UP ROOF, SEE FINISH
SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
BUILT-UP ROOF, SEE
FINISH SCHEDULE
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
WALL SECTIONS
200102
A4.6
BC
JK
GG
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:3/4" = 1'-0"A4.6
D1 WALL SECTION
SCALE:3/4" = 1'-0"A4.6
D3 WALL SECTION
SCALE:3/4" = 1'-0"A4.6
D4 WALL SECTION
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 235 of 321
4 HORIZONTAL METAL
SIDING OVER BUILDING
PAPER, SEE FINISH
SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
2X6 STUD PER PLAN
BATT INSULATION
GYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE
INTERIOREXTERIOR
VERTICAL METAL SIDING
OVER BUILDING PAPER,
SEE FINISH SCHEDULE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
PLYWOOD SHEATHING,
SEE STRUCTURAL
2X6 STUD PER PLAN
BATT INSULATION
8 INTERIOREXTERIOR
5 HORIZONTAL METAL
SIDING OVER BUILDING
PAPER, SEE FINISH
SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
2X6 STUD PER PLAN
FINISH AS OCCURS, SEE
ROOM FINISH SCHEDULE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
BATT INSULATION
INTERIOREXTERIOR
6 HORIZONTAL METAL
SIDING OVER BUILDING
PAPER, SEE FINISH
SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
2X6 STUD PER PLAN
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
BATT INSULATION
INTERIOREXTERIOR
1 8" CMU, SEE STRUCTURAL
EXTERIOREXTERIOR
2 METAL PANEL SYSTEM
OVER BUILDING PAPER,
SEE FINISH SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
PLYWOOD SHEATHING,
SEE STRUCTURAL
METAL PANEL SYSTEM
OVER BUILDING PAPER,
SEE FINISH SCHEDULE
2X12 STUD PER PLAN
EXTERIOREXTERIOR
7 VERTICAL METAL SIDING
OVER BUILDING PAPER,
SEE FINISH SCHEDULE
2X6 STUD PER PLAN
BATT INSULATION
GYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE
INTERIOREXTERIOR
PLYWOOD SHEATHING,
SEE STRUCTURAL
3 BATT INSULATION
METAL PANEL SYSTEM
OVER BUILDING PAPER,
SEE FINISH SCHEDULE
2X12 STUD PER PLAN
INTERIOREXTERIOR
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
PLYWOOD SHEATHING, SEE
STRUCTURAL
PLYWOOD SHEATHING, SEE
STRUCTURAL
9 2X4 STUD PER PLAN
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
BATT INSULATION
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
NOTE: NO BATT INSULATION AT
130 MEN'S LOCKER DOUBLE WALL
10 GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
FINISH AS OCCURS, SEE
ROOM FINISH SCHEDULE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
BATT INSULATION
2X4 STUD PER PLAN
NOTE: NO BATT INSULATION AT
DOUBLE WALL
ECKEFRAI
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
WALL TYPES
200102
A4.7
BC
JK
MM, GG
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 236 of 321
11 2X4 STUD PER PLAN
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
BATT INSULATION
FINISH AS OCCURS, SEE
ROOM FINISH SCHEDULE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
FINISH AS OCCURS, SEE
ROOM FINISH SCHEDULE
14 GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
2X6 STUD PER PLAN
BATT INSULATION
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
15 FINISH AS OCCURS, SEE
ROOM FINISH SCHEDULE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
2X6 STUD PER PLAN
BATT INSULATION
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
13 BATT INSULATION
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
2X6 STUD PER PLAN
FINISH AS OCCURS, SEE
ROOM FINISH SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
BATT INSULATION
12 GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
PLYWOOD SHEATHING,
SEE STRUCTURAL
2X4 STUD PER PLAN
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
16 PLYWOOD SHEATHING,
SEE STRUCTURAL
2X6 STUD PER PLAN
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
BATT INSULATION
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
18 GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
2X8 STUD PER PLAN
BATT INSULATION
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
19 FINISH AS OCCURS, SEE
ROOM FINISH SCHEDULE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
2X8 STUD PER PLAN
BATT INSULATION
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
20 GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
2X8 STUD PER PLAN
BATT INSULATION
PLYWOOD SHEATHING, SEE
STRUCTURAL
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
ECKEFRAI
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LFCAOI
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
WALL TYPES
200102
A4.8
BC
JK
KG
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
17 NOT USED
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 237 of 321
FINISH AS OCCURS, SEE
ROOM FINISH SCHEDULE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
2X8 STUD PER PLAN
PLYWOOD SHEATHING,
SEE STRUCTURAL
BATT INSULATION
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
21 2X6 STUD PER PLAN
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
FINISH AS OCCURS, SEE
ROOM FINISH SCHEDULE
FINISH AS OCCURS, SEE
ROOM FINISH SCHEDULE
22 ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
WALL TYPES
200102
A4.9
BC
JK
KD
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 238 of 321
CG
98 A1
A5.1
1 2
3 4
RESTROOM
101
TYP.
056
18 "
X
6 0
"
C
L
R
30"X48"
CLR
902
ø 5' - 0"
753
762
760
546
763
752
TYP.
056
753
763
TYP.
056 767759 752635
620
638760
4'-4"
B1
A5.1
5 6
7 8
RESTROOM
104
18 "
X
6 0
"
C
L
R
30 "
X
4 8
"
CL
R
762
TYP.
056
760
902
ø 5' - 0"
753763
635
620
638
4'-4"
760
753
TYP.
056763 767
TYP.
056759
8 D1
A5.1
10 CONFERENCE
106
618702 546
30"X48"
CLR
11 18
"
X
6 0
"
C
L
R
18 "
X
6 0
"
C
L
R
702
618
(2 EQ)
3'-4"
W/ EQUIPMENT
VERIFY
764
638
620
1"
2'-0"
3'-6"
A7.9
A2
A7.9
TYP.A3
650
546
638
620
932
TYP.
987
(6 EQ)
8'-9"1"A7.9
TYP.A3
A7.9
B3
EQ EQ
373
C1
A5.1 9
COPY
105
618 702
764
TYP.
932984
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ENLARGED
PLANS &
INTERIOR
ELEVATIONS
200102
A5.1
BC
JK
AS
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
CONSTRUCTION NOTES
056 GRAB BAR, SEE D3/T-3 AND T-4
373 WALL MOUNTED TV, PROVIDE BLOCKING, SEE DETAIL A1/A7.10 546 SINK, SEE PLUMBING AND T-4
618 COUNTERTOP, SEE FINISH SCHEDULE
620 GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE
635 WAINSCOT, SEE FINISH SCHEDULE
638 WALL BASE WHERE OCCURS, SEE ROOM FINISH SCHEDULE
650 COUNTERTOP AND BACKSPLASH, SEE FINISH SCHEDULE
702 BUILT-IN CASEWORK, SEE FINISH SCHEDULE
752 BABY CHANGING STATION, SEE T-3
753 MIRROR, SEE T-3
759 TOILET PAPER DISPENSER, SEE T-3
760 PAPER TOWEL DISPENSER AND WASTE RECEPTACLE, SEE T-3 762 TOILET, SEE PLUMBING AND T-3
763 SOAP DISPENSER
764 COPY MACHINE, OFOI
767 TOILET SEAT COVER DISPENSER, SEE T-3
902 FLOOR DRAIN, SEE PLUMBING
932 LIGHT FIXTURE, SEE ELECTRICAL
984 RETURN GRILLE, SEE MECHANICAL
987 DUCTWORK, SEE MECHANICAL
SCALE:1/4" = 1'-0"A5.1
A1 101 - RESTROOM - ENLARGED PLAN AND INTERIOR ELEVATIONS 2 3 41
SCALE:1/4" = 1'-0"A5.1
B1 104 - RESTROOM - ENLARGED PLAN AND INTERIOR ELEVATIONS 5 6 7 8
SCALE:1/4" = 1'-0"A5.1
D1 106 - CONFERENCE - ENLARGED PLAN AND INTERIOR ELEVATIONS 9 10
SCALE:1/4" = 1'-0"A5.1
C1 105 - COPY - ENLARGED PLAN AND INTERIOR ELEVATIONS
11 FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 239 of 321
CG
CG
CG
CG
E
8 A1
A5.2
1 2
COPY/MAIL
ROOM
115
TYP.
618
TYP.
702 764765
18"X60" CLR
18 "
X
6 0
"
C
L
R
618
764765
(2 EQ)
4'-0"
W/ EQUIPMENT
VERIFY
TYP.
638
702
620
1"
713
2'-6"
3'-0"
A7.9
B4
OPEN
(5 EQ)
9'-2"1"
702 618
2'-0"
3'-6"
A7.9
A2
A7.9
TYP.A3
6 D
D1
A5.2
6 5
4 BREAK ROOM
125
618
650
546
TYP.
514
702
10'-10"
620
650
TYP.
987
932
(2 EQ)
1'-10"
TYP.
514
984
546
(4 EQ)
6'-10"
A7.9
TYP.A3
A7.9
B3
638
(7 EQ)
14'-0"
EQEQ
373
A7.9
TYP.A3
984
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
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DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ENLARGED
PLANS &
INTERIOR
ELEVATIONS
200102
A5.2
BC
JK
AS
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1/4" = 1'-0"A5.2
A1 115 - MAIL - ENLARGED PLAN AND INTERIOR ELEVATIONS
1 2
SCALE:1/4" = 1'-0"A5.2
D1 125 - BREAKROOM - ENLARGED PLAN AND INTERIOR ELEVATIONS 4 5
6 CONSTRUCTION NOTES
373 WALL MOUNTED TV, PROVIDE BLOCKING, SEE DETAIL A1/A7.10 514 REFRIGERATOR, OFOI
546 SINK, SEE PLUMBING AND T-4
618 COUNTERTOP, SEE FINISH SCHEDULE
620 GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE
638 WALL BASE WHERE OCCURS, SEE ROOM FINISH SCHEDULE
650 COUNTERTOP AND BACKSPLASH, SEE FINISH SCHEDULE
702 BUILT-IN CASEWORK, SEE FINISH SCHEDULE
713 BUILT-IN MAIL SLOTS
764 COPY MACHINE, OFOI
765 SHREDDER, OFOI
932 LIGHT FIXTURE, SEE ELECTRICAL
984 RETURN GRILLE, SEE MECHANICAL
987 DUCTWORK, SEE MECHANICAL
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 240 of 321
CG
CG
CG
CG
CG
6 B
A1
A5.3
1 2
3 4
FITNESS
126
18 "
X
6 0
"
C
L
R
991
620
TYP.
932 987
TYP.
402
575
638
394 394
766
984 984
373
TYP.
766991
394 394
OPEN
978
634
8'-
0 "
056
620
TYP.
638
TYP.
601
3'-
4 "
786
TYP.
546
618
TYP.
753
TYP.
712
TYP.
711 635
6'-
6 "
A7.9
B2763
OPEN
767 056
4'-
4 "
759 538 978
974
6"
40 "
573
41 B
D1
A5.3 6
5 8
7 WOMEN'S
128
TYP.
546538
30"X48"
CLR
618
18 "
X
6 0
"
C
L
R
18"X60"
CLR
30 "
X
4 8
"
C
L
R
30"X48"
CLR
ø 5' - 0"
30"X48"
CLR
712
TYP.
711
TYP.
710
56"X60"
CLR
D1
A5.3
10 D1
A5.3
9 978
30"X60"
CLR
TYP.
056
759
30"X48"
CLR
095
TYP.
786
611611
611 611
611
611
611
611
611611
611
611
611 763
573
OPEN OPEN
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
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DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ENLARGED
PLANS &
INTERIOR
ELEVATIONS
200102
A5.3
BC
JK
AS
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
CONSTRUCTION NOTES
056 GRAB BAR, SEE D3/T-3 AND T-4
095 ACCESSIBLE PERSONNEL LOCKER, PROVIDE BLOCKING. SEE A1/A7.10 373 WALL MOUNTED TV, PROVIDE BLOCKING, SEE DETAIL A1/A7.10 394 WALL MOUNTED FAN, PROVIDE BLOCKING, SEE DETAIL A1/A7.10 402 STOREFRONT, TYP.
538 TOILET PARTITION
546 SINK, SEE PLUMBING AND T-4
573 RECESSED SOLID SURFACE SHOWER SHELF
575 SEE RCP
601 CORNER GUARD
611 ACCENT PAINT, SEE FINISH SCHEDULE
618 COUNTERTOP, SEE FINISH SCHEDULE
620 GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE
634 FULL HEIGHT PANEL, SEE ROOM FINISH SCHEDULE
635 WAINSCOT, SEE FINISH SCHEDULE
638 WALL BASE WHERE OCCURS, SEE ROOM FINISH SCHEDULE
710 SHOWER CURTAIN AND CURTAIN ROD
711 ACCESSIBLE BENCH
712 PERSONNEL LOCKER, PROVIDE BLOCKING. SEE DETAIL A1/A7.10 753 MIRROR, SEE T-3
759 TOILET PAPER DISPENSER, SEE T-3
760 PAPER TOWEL DISPENSER AND WASTE RECEPTACLE, SEE T-3 763 SOAP DISPENSER
766 MIRROR, SEE B3/A7.10 AND B4/A7.10
767 TOILET SEAT COVER DISPENSER, SEE T-3
786 ROBE HOOK
932 LIGHT FIXTURE, SEE ELECTRICAL
974 ACCESSIBLE SHOWER HEAD, SEE PLUMBING AND A3/T-4
978 ACCESSIBLE SHOWER SEAT
984 RETURN GRILLE, SEE MECHANICAL
987 DUCTWORK, SEE MECHANICAL
991 HYDRATION SYSTEM, SEE PLUMBING AND ELECTRICAL
SCALE:1/4" = 1'-0"A5.3
A1 126 - FITNESS - ENLARGED PLAN AND INTERIOR ELEVATIONS 1 2
3 4
5 6
7 8
SCALE:1/4" = 1'-0"A5.3
D1 128 - WOMEN'S - ENLARGED PLAN AND INTERIOR ELEVATIONS 9 10
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 241 of 321
CG
CG
CG
CG
CG
CG CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
538635
620
4'-
4 "
TYP.
767
TYP.
056 638
OPEN
OPEN
761
TYP.
056
TYP.
767
TYP.
760
G
F
3 6A1
A5.4
3 1
24 A1
A5.4 5
MEN'S LOCKER
130
30"X48"
CLR
618
TYP.
546
ø 5' - 0"
978
MEN'S
129
18 "
X
6 0
"
C
L
R
56"X60"
CLR
36"X60"
CLR
30"X48"
CLR
30"X60"
CLR
TYP.
767
TYP.
056
TYP.
759
18 "
X
6 0
"
C
L
R
30"X48"
CLR
30"X48"
CLR
30"X48"
CLR
30"X48" CLR
095
TYP.
786
970
611
611611611
611
611
611611611
611611611
611611
611
611611
611
611
611
611
611611
611611
611 761611
611
611
A1
A6.3 14
TYP.
763
573
573
TYP.
712
TYP.
753
618
TYP.
546 056 978 638
8'-
0 "
974 634970
786
3'-
4 "
A7.9
B2
TYP.
573
40 "
6"
6'-
6 "
TYP.
763 601
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
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SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ENLARGED
PLANS &
INTERIOR
ELEVATIONS
200102
A5.4
BC
JK
AS
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
1 2
3 4
SCALE:1/4" = 1'-0"A5.4
D1 130 - MEN'S LOCKER - ENLARGED PLAN AND INTERIOR ELEVATIONS 5 CONSTRUCTION NOTES
056 GRAB BAR, SEE D3/T-3 AND T-4
095 ACCESSIBLE PERSONNEL LOCKER, PROVIDE BLOCKING. SEE A1/A7.10 538 TOILET PARTITION
546 SINK, SEE PLUMBING AND T-4
573 RECESSED SOLID SURFACE SHOWER SHELF
601 CORNER GUARD
611 ACCENT PAINT, SEE FINISH SCHEDULE
618 COUNTERTOP, SEE FINISH SCHEDULE
620 GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE
634 FULL HEIGHT PANEL, SEE ROOM FINISH SCHEDULE
635 WAINSCOT, SEE FINISH SCHEDULE
638 WALL BASE WHERE OCCURS, SEE ROOM FINISH SCHEDULE
712 PERSONNEL LOCKER, PROVIDE BLOCKING. SEE DETAIL A1/A7.10 753 MIRROR, SEE T-3
759 TOILET PAPER DISPENSER, SEE T-3
760 PAPER TOWEL DISPENSER AND WASTE RECEPTACLE, SEE T-3 761 URINAL SCREEN, SEE A3/T-3
763 SOAP DISPENSER
767 TOILET SEAT COVER DISPENSER, SEE T-3
786 ROBE HOOK
970 SHOWER HEAD, SEE PLUMBING
974 ACCESSIBLE SHOWER HEAD, SEE PLUMBING AND A3/T-4
978 ACCESSIBLE SHOWER SEAT
FOR
CONSTRUCTION
05/18/21
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ABBR DESCRIPTION
ACT SUSPENDED ACOUSTICAL CEILING TILE
CONCRETECNC
CONCRETE MASONRY UNITCMU
CERAMIC TILECT
EXPOSED STRUCTUREEXP
GYPSUM WALL BOARD (5/8" UON)GWB
GWB-2
GWBWR
PLASTIC LAMINATEPL
PAINTPT
1/2" PLYWOOD, PAINTEDPLYWD
QUARTZ COUNTERTOPQTZ
RUBBER MATRM
WOODWD
GYPSUM WALL BOARD, SOUND ABSORBENT (5/8" UON)
GYPSUM WALL BOARD, WATER RESISTANT (5/8" UON)
MATERIAL LEGEND
SOLID SURFACESSU
FIBERGLASS REINFORCED PLASTICFRP
METALMTL
PHENOLIC TOILET COMPARTMENTSPTC
RUBBER BASERB
GWBWR-2 GYPSUM WALL BOARD, WATER RESISTANT,
SOUND ABSORBANT (5/8" UON)
BUR BUILT UP ROOF
ACP ACOUSTICAL CEILING PANEL
GLAZINGGL
1 NOT USED
2 PAINT FINISH: SEMI-GLOSS
3 REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL
INFORMATION
4 OPEN TO SLOPING STRUCTURE ABOVE. PAINT EXPOSED
PIPING, DUCT WORK AND INSULATION
5 PROVIDE GWBWR AT ALL RESTROOM WALLS
6 PROVIDE GWBWR SUBSTRATE AT ALL SSU
7 PROVIDE PLYWOOD BACKBOARD, SEE ELECTRICAL
8 SOLID SURFACE 8'-0" FULL HEIGHT PANEL IN SHOWER
9 WAINSCOT TO BE 4'-4" AFF U.O.N ON INTERIOR
ELEVATIONS
10 PROVIDE 12" HIGH RUBBER MAT BASE
11 ACOUSTICAL CLOUD KIT, SEE A2.3 FOR REFLECTED
CEILING PLAN
12 ACOUSTICAL CEILING PANEL, SEE A2.3 FOR REFLECTED
CEILING PLAN
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
FINISH
SCHEDULES
200102
A6.1
BC
JK
GG
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
ROOM FINISH SCHEDULE
ROOMS FLOOR BASE WAINSCOT WALLS CEILING CASEWORK
REMARKSNUMBER DESCRIPTION MATERIAL COLOR MATERIAL COLOR MATERIAL COLOR
NORTH EAST SOUTH WEST
MATERIAL COLOR HEIGHT COUNTERTOP COLOR CABINET COLORMATERIAL COLOR MATERIAL COLOR MATERIAL COLOR MATERIAL COLOR 100 LOBBY CNC CNC-1 RB RB-1 GL -GL -GWB PT-1 GWB PT-1 GWB PT-4 20' - 0" 101 RESTROOM CNC CNC-1 SSU SSU-2 SSU SSU-1 GWBWR-2 PT-2 GWBWR PT-2 GWBWR-2 PT-2 GWBWR PT-2 GWB PT-4 10' - 0"2, 3, 5, 6, 9 102 HALL CNC CNC-1 RB RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACT ACT-1 10' - 0" 103 RECEPTION CNC CNC-1 RB RB-1 GWB-2 PT-1 GWB-2 PT-1 GWB-2 PT-1 GWB-2 PT-1 ACT ACT-1 10' - 0" 104 RESTROOM CNC CNC-1 SSU SSU-2 SSU SSU-1 GWBWR-2 PT-2 GWBWR PT-2 GWBWR-2 PT-2 GWBWR-2 PT-2 GWB PT-4 10' - 0"2, 3, 5, 6, 9 105 COPY CNC CNC-1 RB RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACT ACT-1 10' - 0"QTZ QTZ-1 PL PL-1 3 106 CONFERENCE CNC CNC-1 RB RB-1 GWB / GL PT-1 GWB / GL PT-1 GWB PT-1 GWB PT-2 PT-5 10' - 0"QTZ QTZ-1 PL PL-1 3, 4, 11 107 OFFICE B CNC CNC-1 RB RB-1 GWB / GL PT-1 GWB-2 PT-1 GWB-2 PT-1 GWB-2 PT-1 ACT ACT-1 10' - 0" 108 OFFICE C1 CNC CNC-1 RB RB-1 GWB / GL PT-1 GWB PT-1 GWB-2 PT-1 GWB-2 PT-1 ACT ACT-1 10' - 0" 109 OFFICE C1 CNC CNC-1 RB RB-1 GWB / GL PT-1 GWB PT-1 GWB / GWB-2 PT-1 GWB PT-1 ACT ACT-1 10' - 0" 110 OFFICE C1 CNC CNC-1 RB RB-1 GWB / GWB-2 PT-1 GWB-2 PT-1 GWB-2 PT-1 GWB PT-1 ACT ACT-1 10' - 0" 111 OFFICE D1 CNC CNC-1 RB RB-1 GWB PT-1 GWB-2 PT-1 GWB-2 PT-1 GWB / GWB-2 PT-1 ACT ACT-1 10' - 0" 112 MULTI-PURPOSE CNC CNC-1 RB RB-1 GWB PT-1 GWB PT-2 GWB PT-1 GWB PT-1 ACT ACT-1 10' - 0" 113 STORAGE CNC CNC-2 RB RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACT ACT-1 10' - 0" 114 STORAGE CNC CNC-2 RB RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACT ACT-1 10' - 0" 115 COPY/MAIL ROOM CNC CNC-1 RB RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACT ACT-1 10' - 0"QTZ QTZ-1 PL PL-1 3 116 RECEIVING CNC CNC-1 RB RB-1 GWB PT-1 GL -GWB PT-1 GWB PT-1 ACT ACT-1 10' - 0" 117 OPEN WORK STATIONS CNC CNC-1 RB RB-1 GWB PT-1 GWB PT-1 / PT-2 GWB PT-1 / PT-2 GWB PT-1 / PT-2 PT-5 10' - 0"4, 11 118 SERVER CNC CNC-2 RB RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACT ACT-1 10' - 0"7 119 OFFICE D1 CNC CNC-1 RB RB-1 GWB-2 PT-1 GWB / GL PT-1 GWB-2 PT-1 GWB-2 PT-1 ACT ACT-1 9' - 1" 120 OFFICE D1 CNC CNC-1 RB RB-1 GWB PT-1 GWB / GL PT-1 GWB / GL PT-1 GWB-2 PT-1 ACT ACT-1 9' - 1" 121 OFFICE D1 CNC CNC-1 RB RB-1 GWB-2 PT-1 GWB-2 PT-1 GWB / GL PT-1 GWB / GWB-2 PT-1 ACT ACT-1 9' - 1" 122 HALL CNC CNC-1 RB RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACT ACT-1 10' - 0" 123 STORAGE CNC CNC-2 RB RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACT ACT-1 10' - 0" 124 JAN CNC CNC-2 RB RB-1 FRP FRP-1 GWB PT-1 GWB PT-1 GWBWR PT-1 GWBWR PT-1 GWB PT-4 10' - 0"2, 9 125 BREAK ROOM CNC CNC-1 RB RB-1 GWB / GL PT-1 GWB PT-1 GWB PT-2 GWB PT-1 PT-5 10' - 0"QTZ QTZ-1 PL PL-1 3, 4 126 FITNESS RM RM-1 RM RM-1 GWB / GL PT-1 GWB / GL PT-1 GWB PT-1 GWB PT-1 PT-5 10' - 0"3, 4, 10, 12 127 HWH CNC CNC-2 RB RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-4 10' - 0"2 128 WOMEN'S CNC CNC-1 SSU SSU-1, SSU-2 SSU SSU-1 GWBWR / SSU PT-1 GWBWR PT-1 GWBWR / SSU PT-1 GWBWR / SSU PT-1 GWB PT-4 10' - 0"QTZ QTZ-1 2, 3, 5, 6, 8, 9 129 MEN'S CNC CNC-1 SSU SSU-2 SSU SSU-1 GWBWR PT-1 GWBWR PT-1 GWBWR PT-1 GWBWR PT-1 GWB PT-4 10' - 0"2, 3, 5, 6, 9 130 MEN'S LOCKER CNC CNC-1 SSU SSU-1, SSU-2 SSU SSU-1 GWBWR / SSU PT-1 GWBWR / SSU PT-1 GWBWR / SSU PT-1 GWBWR PT-1 GWB PT-4 10' - 0"QTZ QTZ-1 2, 3, 5, 6, 8, 9 131 WASH ROOM CNC CNC-1 RB RB-1 FRP FRP-1 GWBWR PT-1 GWBWR PT-1 GWBWR PT-1 GWB PT-1 GWB PT-4 10' - 0"2, 9 132 ELECTRICAL CNC CNC-2 RB RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 PT-5 10' - 0"2, 4, 7 133 FR CNC CNC-2 RB RB-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 PT-5 8' - 0"2, 4 134 OFFICE E1 CNC CNC-1 RB RB-1 GWB-2 PT-1 GWB-2 PT-1 GWB PT-1 GWB-2 PT-1 ACT ACT-1 9' - 1" 135 OFFICE E1 CNC CNC-1 RB RB-1 GWB-2 PT-1 GWB PT-1 GWB PT-1 GWB-2 PT-1 ACT ACT-1 9' - 1" 136 OFFICE E1 CNC CNC-1 RB RB-1 GWB-2 PT-1 GWB PT-1 GWB PT-1 GWB-2 PT-1 ACT ACT-1 9' - 1" 137 OFFICE E1 CNC CNC-1 RB RB-1 GWB-2 PT-1 GWB PT-1 GWB PT-1 GWB-2 PT-1 ACT ACT-1 9' - 1" 138 OFFICE E1 CNC CNC-1 RB RB-1 GWB-2 PT-1 GWB PT-1 GWB PT-1 GWB-2 PT-1 ACT ACT-1 9' - 1" 139 OFFICE E1 CNC CNC-1 RB RB-1 GWB-2 PT-1 GWB PT-1 GWB PT-1 GWB-2 PT-1 ACT ACT-1 9' - 1" 140 OFFICE E1 CNC CNC-1 RB RB-1 GWB-2 PT-1 GWB-2 PT-1 GWB-2 PT-1 GWB-2 PT-1 ACT ACT-1 9' - 0"
FINISH NOTES
FINISH SCHEDULE
MATERIAL TYPE
DESCRIPTION
LOCATIONNAMEMANUFACTURERSTYLECOLOR
ACP 1 ACOUSTIC CEILING PANEL ARMSTRONG TACTUM DIRECT-ATTACHED PT-5 ACOUSTIC CEILING PANEL, SEE REFLECTED CEILING PLAN ACT 1 ACOUSTIC CEILING TILE ARMSTRONG ULTIMA WHITE SEE ROOM FINISH SCHEDULE ACT 2 ACOUSTIC CEILING TILE ARMSTRONG OPTIMA WHITE ACOUSTICAL CLOUD KIT, SEE REFLECTED CEILING PLAN BUR 1 BUILT UP ROOF THE GARLAND COMPANY STRESSPLY IV MINERAL WHITE ROOF CMU 1 CONCRETE MASONRY UNIT (SEALED)RCP BLOCK & BRICK PRECISION (8x8x16)CHARCOAL PATIO WALL CMU 2 CONCRETE MASONRY UNIT CAP (SEALED)RCP BLOCK & BRICK PRECISION (2x8x16)CHARCOAL PATIO WALL CNC 1 CONCRETE (POLISHED)SMOOTH FINISH - INTERIOR STANDARD GREY FLOORING, SEE ROOM FINISH SCHEDULE CNC 2 CONCRETE (SEALED)SMOOTH FINISH - INTERIOR STANDARD GREY FLOORING, SEE ROOM FINISH SCHEDULE CNC 3 CONCRETE (COLORED)DAVIS COLORS -DARK GRAY (IRON OXIDE) 860 COLORED CONCRETE WALKWAY, SEE LANDSCAPE FF 1 FACTORY FINISH ARCADIA -STANDARD DARK BRONZE AB-7 STOREFRONT AND WINDOW FRP 1 FIBERGLASS REINFORCED PLASTIC MARLITE STANDARD FRP P470N - DARK GREY WAINSCOT, SEE ROOM FINISH SCHEDULE GL 1 STOREFRONT GLAZING VITRO SOLARBAN 70 GLASS OPTIGRAY + CLEAR SEE STOREFRONT SCHEDULE GL 2 INTERIOR STOREFRONT AND WINDOW GLAZING SEE WINDOW AND STOREFRONT SCHEDULES MCM 1 METAL COMPOSITE MATERIAL ALUCOBOND ALUCOBOND PLUS BEIGE EXTERIOR SOFFIT, SEE EXTERIOR ELEVATIONS MTL 2 METAL SIDING AEP SPAN FLEX SERIES 1.2FX20-12 ZINC GRAY EXTERIOR SOFFIT, SEE EXTERIOR ELEVATIONS MTL 3 METAL SIDING AEP SPAN FLEX SERIES 1.2FX10-12 REGAL BLUE EXTERIOR SOFFIT, SEE EXTERIOR ELEVATIONS MTL 4 METAL - FACTORY FINISH ARCADIA -STANDARD DARK BRONZE AB-7 WINDOW, STOREFRONTS, COVER CAP PL 1 PLASTIC LAMINATE WILSONART 60 MATTE MANITOBA MAPLE (7911-60)CASEWORK, SEE ROOM FINISH SCHEDULE PT 1 PAINT SHERWIN WILLIAMS EGGSHELL SW7656 - RHINESTONE INTERIOR FIELD PAINT, SEE ROOM FINISH SCHEDULE PT 2 PAINT SHERWIN WILLIAMS EGGSHELL SW2821 - DOWNING STONE INTERIOR ACCENT PAINT, SEE ROOM FINISH SCHEDULE AND FLOOR/ENLARGED PLANS PT 3 PAINT SHERWIN WILLIAMS EGGSHELL SW2848 - ROYCROFT PEWTER INTERIOR HOLLOW METAL DOORS AND FRAMES PT 4 PAINT SHERWIN WILLIAMS EGGSHELL SW7007 - CEILING BRIGHT WHITE LIGHT CEILING PAINT, SEE ROOM FINISH SCHEDULE PT 5 PAINT SHERWIN WILLIAMS EGGSHELL SW2848 - ROYCROFT PEWTER DARK CEILING PAINT, SEE ROOM FINISH SCHEDULE PT 6 PAINT SHERWIN WILLIAMS SEMI-GLOSS MATCH MTL-2 SEE DOOR SCHEDULE PT 7 PAINT SHERWIN WILLIAMS SEMI-GLOSS MATCH MTL-3 SEE DOOR SCHEDULE PTC 1 PHENOLIC TOILET COMPARTMENTS BRADLEY CORP PHENOLIC CORE COMPARTMENTS GRAPHITE GRAFIX RESTROOM PARTITIONS QTZ 1 QUARTZ COUNTERTOP WILSONART -Q1009 - GREY LAKE COUNTERTOPS, AND INTERIOR WINDOW SILL RB 1 RUBBER BASE TARKETT TOPSET 282 VAPORIZE WALL BASE, SEE ROOM FINISH SCHEDULE RM 1 RUBBER MAT MONDO SPORT IMPACT DARK GREY - S018 FITNESS FLOOR AND WALL BASE SSU 1 SOLID SURFACE AVONITE 1/4" THICK POLARIS - 8256 RESTROOM WAINSCOT, SHOWER FULL HEIGHT PANEL AND WALL BASE SSU 2 SOLID SURFACE AVONITE 1/2" THICK POLARIS - 8256 WALL BASE AT SSU WAINSCOT SSU 3 SOLID SURFACE SWANSTONE WHITE (010)SHOWER PAN
WD 1 WOOD DOOR MASONITE ARCHITECTURAL ASPIRO SERIES ROTARY CUT NATURAL BIRCH COCOA BEAN WOOD DOORS VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
FOR
CONSTRUCTION
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02/10/2026 C7 243 of 321
1 PROVIDE ISA SYMBOL ON DOOR, SEE B2/T-6
2 TOILET ROOM ISA SIGNAGE AND TEXT ON WALL
ADJACENT TO DOOR, SEE T-3
3 PROVIDE EXIT SIGNAGE, SEE D3/T-6
4 PROVIDE EXIT ROUTE SIGNAGE, SEE D3/T-6
5 PROVIDE EGRESS DECAL, SEE D1/A7.10
6 PROVIDE ROOM IDENTIFICATION SIGNAGE, VERIFY TEXT
WITH OWNER, SEE B3/T-6
7 FIRE CONTROL ROOM IDENTIFICATION SIGNAGE, VERIFY
TEXT WITH OWNER, SEE B3/T-6
8 PROVIDE ACCESS CONTROL, SEE ELECTRICAL
9 SEE STOREFRONT SCHEDULE ON A6.3
10 SEE MECHANICAL FOR DOOR LOUVER MINIMUM NET
FREE AREA REQUIREMENT
11 PROVIDE ELECTRIC LOCK SET, SEE ELECTRICAL
12 PROVIDE ELECTRIC STRIKE, SEE ELECTRICAL
13 PROVIDE 3/4" DOOR UNDERCUT, SEE MECHANICAL
14 PROVIDE GL-1
15 PROVIDE MOMENTARY SWITCH AT INTERIOR RECEPTION
COUNTER
A B C D
H
W W
H
W
6"6"
1'-0"
H
W
E F G
FF
3'-8"
6"6"
TG
H
TG
H
W
3'-8"
9"
4"2'-1"
6"6"
TG
H
H
W
SC
HED.
SEE DO
O
R
SCHED.
SEE DOOR
SCHED.
SEE DOOR
4" MIN.
TG
W
6"6"
H
1'-0"1'-6"
6"
I
TG
SCHED.
SEE DOOR
SC
HED.
SEE DO
O
RTG
H
W
9"
3'-8"
6"
1'-0"
1'-0"
4"2'-1"
4" MIN.
J
W
H
H
W
A
FF
2'-10"
TG TG
W
H
1'-0"1'-6"
6"
6"6"
TG TG
6"
6"6"
1 PROVIDE TEMPERED GLASS AT ROOM
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
DOOR AND
WINDOW
SCHEDULE
200102
A6.2
BC
JK
KD
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
DOOR SCHEDULE
DOOR FRAME DETAIL
HARDWARE
GROUP REMARKSMARK TYPE WIDTH HEIGHT ELEV DEPTH MATERIAL FINISH COLOR
INT/EXT
LOUVER
SIZE HOUR MATERIAL FINISH
COLOR
INT/EXT HEAD JAMB THRESHOLD
100A SINGLE 3' - 0"7' - 10"D 0' - 1 3/4" AL/GL MTL MTL-4 AL MTL MTL-4 A1/A7.2 B1/A7.2 D1/A7.2 01A 1, 3, 5, 8, 9, 11, 14 101A SINGLE 3' - 0"7' - 0"A 0' - 1 3/4" WD STN WD-1 HM PT PT-3 A3/A7.1 B3/A7.1 C2/A7.1 05 2 102A SINGLE 3' - 0"7' - 0"D 0' - 1 3/4" HM/GL HM PT-3/PT-7 HM PT PT-3/PT-7 A2/A7.1 B2/A7.1 C1/A7.1 01B 3, 5, 8, 11, 14 102B SINGLE 3' - 0"7' - 0"B 0' - 1 3/4" WD STN WD-1 HM PT PT-3 A3/A7.1 A3/A7.1 C2/A7.1 01D 4, 8, 11, 15 103A SINGLE 3' - 0"7' - 0"C 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A3/A7.1 A3/A7.1 C2/A7.1 18 104A SINGLE 3' - 0"7' - 0"A 0' - 1 3/4" WD STN WD-1 HM PT PT-3 A3/A7.1 B3/A7.1 C2/A7.1 05 2 106A SINGLE 3' - 0"7' - 10"C 0' - 1 3/4" AL/GL MTL MTL-4 AL MTL MTL-4 A1/A7.2 B1/A7.2, C1/A7.2 D1/A7.2 01C 8, 9, 11, 14 106B SINGLE 3' - 0"7' - 0"C 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A3/A7.1 A3/A7.1 C2/A7.1 18 107A SINGLE 3' - 0"7' - 0"C 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A3/A7.1 A3/A7.1 C2/A7.1 17 8, 12 108A SINGLE 3' - 0"7' - 0"C 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A3/A7.1 A3/A7.1 C2/A7.1 06 109A SINGLE 3' - 0"7' - 0"C 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A3/A7.1 A3/A7.1 C2/A7.1 06 110A SINGLE 3' - 0"7' - 0"C 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A3/A7.1 A3/A7.1 C2/A7.1 06 111A SINGLE 3' - 0"7' - 0"C 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A3/A7.1 A3/A7.1 C2/A7.1 06 112A SINGLE 3' - 0"7' - 0"C 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A3/A7.1 A3/A7.1 C2/A7.1 18 113A SINGLE 3' - 0"7' - 0"A 0' - 1 3/4" WD STN WD-1 HM PT PT-3 A3/A7.1 A3/A7.1 C2/A7.1 17 8, 12 114A SINGLE 3' - 0"7' - 0"A 0' - 1 3/4" WD STN WD-1 HM PT PT-3 A3/A7.1 A3/A7.1 C2/A7.1 15 116A SINGLE 3' - 0"7' - 8"B 0' - 1 3/4" AL/GL MTL MTL-4 AL MTL MTL-4 B4/A7.1 C1/A7.2 D1/A7.2 01B 3, 5, 8, 11, 14 116B SINGLE 3' - 0"7' - 0"B 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A3/A7.1 A3/A7.1 C2/A7.1 17A 8, 12 116C SINGLE 3' - 0"7' - 0"B 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A3/A7.1 A3/A7.1 C2/A7.1 10 4, 8, 12 117A SINGLE 3' - 0"7' - 8"D 0' - 1 3/4" AL/GL MTL MTL-4 AL MTL MTL-4 B4/A7.1 B1/A7.2 D1/A7.2 01C 3, 5, 8, 9, 11, 14 117B SINGLE 3' - 0"7' - 8"D 0' - 1 3/4" AL/GL MTL MTL-4 AL MTL MTL-4 B4/A7.1 B1/A7.2 D1/A7.2 01C 3, 5, 8, 9, 11, 14 118A SINGLE 3' - 0"7' - 0"A 0' - 1 3/4" WD STN WD-1 HM PT PT-3 A4/A7.1 A4/A7.1 C2/A7.1 17 8, 12 119A SINGLE 3' - 0"7' - 0"C 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A4/A7.1 A4/A7.1 C2/A7.1 06 120A SINGLE 3' - 0"7' - 0"C 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A4/A7.1 A4/A7.1 C2/A7.1 06 121A SINGLE 3' - 0"7' - 0"C 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A4/A7.1 A4/A7.1 C2/A7.1 06 122A SINGLE 3' - 0"7' - 0"B 0' - 1 3/4" HM/GL PT PT-3/PT-7 HM PT PT-3/PT-7 A2/A7.1 B2/A7.1 C1/A7.1 04B 3, 5, 8, 11, 14 123A PAIR 6' - 0"7' - 0"F 0' - 1 3/4" WD STN WD-1 HM PT PT-3 A3/A7.1 A3/A7.1 C2/A7.1 02A 124A SINGLE 3' - 0"7' - 0"A 0' - 1 3/4" WD STN WD-1 HM PT PT-3 A3/A7.1 B3/A7.1 C2/A7.1 11 13 125A PAIR 6' - 0"7' - 10"G 0' - 1 3/4" AL/GL MTL MTL-4 AL MTL MTL-4 A1/A7.2 B1/A7.2 D1/A7.2 01 3, 5, 8, 9, 11, 14 125B SINGLE 3' - 0"7' - 0"B 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A4/A7.1 A4/A7.1 C2/A7.1 18 126A PAIR 6' - 0"7' - 10"G 0' - 1 3/4" AL/GL MTL MTL-4 AL MTL MTL-4 A1/A7.2 B1/A7.2 D1/A7.2 01 3, 5, 8, 9, 11, 14 126B SINGLE 3' - 0"7' - 0"E 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A4/A7.1 A4/A7.1 C3/A7.1 14 127A PAIR 6' - 0"7' - 0"F 0' - 1 3/4" WD STN WD-1 HM PT PT-3 A4/A7.1 A4/A7.1 C2/A7.1 02A 128A SINGLE 3' - 0"7' - 0"A 0' - 1 3/4" HM PT PT-3/PT-7 HM PT PT-3/PT-7 A2/A7.1 B2/A7.1 C1/A7.1 04D 2, 8, 11 128B SINGLE 3' - 0"7' - 0"A 0' - 1 3/4" WD STN WD-1 HM PT PT-3 A4/A7.1 A4/A7.1 C2/A7.1 10A 2 129A SINGLE 3' - 0"7' - 0"A 0' - 1 3/4" WD STN WD-1 HM PT PT-3 A3/A7.1 A3/A7.1 C2/A7.1 10A 2 130A SINGLE 3' - 0"7' - 0"A 0' - 1 3/4" HM PT PT-3/PT-7 HM PT PT-3/PT-7 A2/A7.1 B2/A7.1 C1/A7.1 04B 2, 8, 11 131A SINGLE 3' - 0"7' - 0"E 0' - 1 3/4" HM PT PT-3/PT-7 HM PT PT-3/PT-7 A2/A7.1 B2/A7.1 C1/A7.1 04A 8, 11, 14 131B SINGLE 3' - 0"7' - 0"I 0' - 1 3/4" WD/GL STN WD-1 18"x12"HM PT PT-3 A3/A7.1 B3/A7.1 C2/A7.1 10A 10 132A PAIR 6' - 0"7' - 0"H 0' - 1 3/4" HM PT PT-3/PT-7 12"x12"HM PT PT-3/PT-7 A2/A7.1 B2/A7.1 C1/A7.1 04C 6, 8, 10, 11 133A PAIR 6' - 0"7' - 0"F 0' - 1 3/4" HM PT PT-3/PT-6 HM PT PT-3/PT-6 A1/A7.1 B1/A7.1 C1/A7.1 04C 7, 8, 11 134A SINGLE 3' - 0"7' - 0"C 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A4/A7.1 A4/A7.1 C2/A7.1 06 135A SINGLE 3' - 0"7' - 0"C 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A4/A7.1 A4/A7.1 C2/A7.1 06 136A SINGLE 3' - 0"7' - 0"C 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A4/A7.1 A4/A7.1 C2/A7.1 06 137A SINGLE 3' - 0"7' - 0"C 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A4/A7.1 A4/A7.1 C2/A7.1 06 138A SINGLE 3' - 0"7' - 0"C 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A4/A7.1 A4/A7.1 C2/A7.1 06 139A SINGLE 3' - 0"7' - 0"C 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A4/A7.1 A4/A7.1 C2/A7.1 06 140A SINGLE 3' - 0"7' - 0"C 0' - 1 3/4" WD/GL STN WD-1 HM PT PT-3 A3/A7.1 A3/A7.1 C2/A7.1 06 G-01 GATE 3' - 2"5' - 6" SEE B3/A1.5 0' - 1 1/2" STL STL G1 8, 11 G-02 GATE 3' - 2"5' - 6" SEE B3/A1.5 0' - 1 1/2" STL STL G1 8, 11 G-03 GATE 3' - 2"5' - 6" SEE B3/A1.5 0' - 1 1/2" STL STL G1 G-04 SINGLE 2' - 6"5' - 0"J 0' - 2 1/8" STL AL A1/A7.3 B1/A7.3 C1/A7.3
WINDOW SCHEDULE
WINDOW FRAME DETAILS GLAZING
REMARKSMARK WIDTH HEIGHT TYPE GLAZING MATERIAL FINISH COLOR HEAD JAMB SILL MAX
SHGC
MIN
U-VALUE
A 4' - 0"4' - 0" HORIZ SLIDER GL-2 AL MTL MTL-4 A4/A7.3 B4/A7.3 C4/A7.3 1
DOOR NOTES
WINDOW NOTES
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 244 of 321
SEE DOOR
SCHEDULE
AA
9'-
0 "
10'-3 3/8"
3'-11 3/8"3'-0"3'-4"
4'-
8 "
TG TG
TG
TG TG
TG TG1'-
2 "
3'-
2 "
GL
1 MTL
4 TYP.
TYP.
TG TG
SEE DOOR
SCHEDULE
TGTG
BB
TG
3'-
6 "
3'-
2 "
2 1/4"3'-0"6"4'-7 3/8"5'-1"5'-0"5'-1 3/4"
23'-6 3/8"
16 '
-
7 1
/
4 "
7 1
/
4 "
1'-
0 "
EQ
EQ
EQ
EQ
20 '
-
8 1
/
4 "
TG
TG
TG
TG
TG
STOREFRONT CAP, TYP.
4'-
1 0
"
7'-
8 "
TYP.
MTL
4 CC
5'-1"4'-8"4'-8"5'-1"4'-8"4'-10 3/8"
29'-0 3/8"
EQ
EQ
EQ
EQ
6'-
0 "
3'-
0 "
11 3
/
4 "
STOREFRONT CAP, TYP.
SEE DOOR
SCHEDULE
SEE DOOR
SCHEDULE
TG TG
TG TG
DD
TGTG
6'-
0 "
3'-
0 "
3'-0"1'-11"5'-4"5'-1"5'-4"5'-1"5'-4"5'-1"5'-4"5'-1"5'-4"5'-1"5'-4"5'-0"2'-4"3'-0"5'-5"5'-10" TG
TG
TG
TG
TG
TG
TG
TG
11 3
/
4 "
5'-9"5'-6"
STOREFRONT CAP, TYP.
95'-2"
EQ
.
EQ
.
EQ
.
EQ
.
KK
5'-10"5'-7"3'-0"4'-11"4'-6"4'-7 1/2"4'-4"4'-1"4'-1"4'-6"4'-3 7/8" 49'-9 3/8"
3'-
2 "
4'-
8 "
1'-
2 "
9'-
0 "
TG TGTG TG TG TG TG TG TG TG
TGTG
TG
SEE DOOR
SCHEDULE
TG TG
HH
8'-
0 "
3'-0"
3'-
2 "
4'-
1 0
"
TG
SEE DOOR
SCHEDULE
GG
13'-8"
3'-10"6'-0"3'-10"
3'-
2 "
4'-
8 "
2'-
2 "
TG TG
TG
10 '
-
0 "
TG TG
TG TG
FF
9'-
0 "
4'-9 3/8"5'-0"
3'-
2 "
4'-
8 "
1'-
2 "
9'-9 3/8"
TG TG
EE
SEE DOOR
SCHEDULE
3'-
2 "
4'-
8 "
1'-
2 "
21'-11 3/8"
5'-9"6'-0"5'-0"5'-2 3/8"
9'-
0 "
TG TG TG
TG TG
TG TG TG
1 PROVIDE TEMPERED GLASS AT ROOM
2 WATERPROOFING AROUND WINDOW, SEE D1/A7.1
3 PROVIDE ROLLER SHADES
MM
8'-
0 "
3'-2"2'-10"
6'-0"
4'-
1 0
"
3'-
2 "
TG TG
GL
2 GL
2 GL
2 GL
2 10'-0"
EQ EQ
NN
3'-
8 "
4'-
4 "
GL
2 GL
2 LL
TG TG
1'-
2 "
4'-
8 "
3'-
2 "
9'-
0 "
9'-4 3/8"
4'-7"4'-9 3/8"
GLAZING - ACID ETCH
GLAZING
TG
JJ
8'-
0 "
4'-
1 0
"
3'-
2 "
3'-0"
GL
2 GL
2 OO
6'-
0 "
3'-
0 "
EQ
EQ
EQ
2'-1 3/8"
STOREFRONT CAP,
TYP.
11 3
/
4 "
EQ
.
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
STOREFRONT
SCHEDULE
200102
A6.3
BC
JK
MM, KG, KD
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
STOREFRONT SCHEDULE
MARK
STOREFRONT FRAME GLAZING DETAILS
REMARKSWIDTH HEIGHT MATERIAL FINISH COLOR TYPE MIN. SHGC MIN.
U-VALUE HEAD JAMB SILL MULLION
AA 10' - 3 3/8" 9' - 0"AL MTL MTL-4 GL-1 0.27 0.29 A3/A7.2 B4/A7.2, D1/A7.3 D2/A7.2 C3/A7.2, D3/A7.2 1, 2, 3 BB 23' - 6 3/8" 20' - 9 1/2" AL MTL MTL-4 GL-1 0.27 0.29 A3/A7.2 A4/A7.2, B3/A7.2, B4/A7.2, C4/A7.2 D2/A7.2 C3/A7.2, C4/A7.2, D3/A7.2, D4/A7.2 1, 2, 3 CC 29' - 0 3/8" 6' - 0"AL MTL MTL-4 GL-1 0.27 0.29 A3/A7.2 A4/A7.2, B3/A7.2, B4/A7.2 C2/A7.2 C3/A7.2, D4/A7.2 2, 3 DD AL MTL MTL-4 GL-1 0.27 0.29 A3/A7.2 C4/A7.1, A4/A7.2, B4/A7.2 C2/A7.2, D2/A7.2 C3/A7.2, D4/A7.2 1, 2, 3 EE 21' - 11 3/8" 9' - 0"AL MTL MTL-4 GL-1 0.27 0.29 A3/A7.2 B3/A7.2, B4/A7.2 D2/A7.2 C3/A7.2, D3/A7.2 1, 2, 3 FF 9' - 9 3/8" 9' - 0"AL MTL MTL-4 GL-1 0.27 0.29 A3/A7.2 B3/A7.2, B4/A7.2 D2/A7.2 C3/A7.2, D3/A7.2 1, 2, 3 GG 13' - 8" 10' - 0"AL MTL MTL-4 GL-1 0.27 0.29 A2/A7.2 B2/A7.2 D2/A7.2 C3/A7.2, D3/A7.2 1, 2, 3 HH 3' - 0" 8' - 0"AL MTL MTL-4 GL-1 0.27 0.29 A2/A7.2 B2/A7.2 D2/A7.2 D3/A7.2 1, 2, 3 JJ 3' - 0" 8' - 0"AL MTL MTL-4 GL-2 A2/A7.3 B2/A7.3, C2/A7.3 D2/A7.3 D4/A7.3 1, 3 KK 49' - 9 3/8" 9' - 0"AL MTL MTL-4 GL-1 0.27 0.29 A3/A7.2 B3/A7.2, B4/A7.2 D2/A7.2 C3/A7.2, D3/A7.2 1, 2, 3 LL 9' - 4 3/8" 9' - 0"AL MTL MTL-4 GL-1 0.27 0.29 A3/A7.2 B2/A7.2, B4/A7.2, A4/A7.2 D2/A7.2 C3/A7.2, D3/A7.2 1, 2, 3 MM 6' - 0" 8' - 0"AL MTL MTL-4 GL-2 A3/A7.3 B3/A7.3, C2/A7.3 D2/A7.3 C3/A7.3, D4/A7.3 1, 3 NN 10' - 0" 3' - 8"AL MTL MTL-4 GL-2 A3/A7.3 B3/A7.3 D3/A7.3 C3/A7.3 3 OO 2' - 1 3/8" 6' - 0"AL MTL MTL-4 GL-1 0.27 0.29 A3/A7.2 B2/A7.2, B4/A7.2, D1/A7.3 (SIM) D2/A7.2 D4/A7.3 2, 3 FF
FF
STOREFRONT NOTES
FF
FF
95' - 2"
STOREFRONT LEGEND
9' - 0"
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 245 of 321
DOOR AS SCHEDULED
1/8" THICK ALUMINUM
DOOR FRAME
1" LONG STAINLESS
STEEL COUNTERSUNK
SCREWS, TYP
R1/4"
1"1"
10"
1"
GLAZING
METAL VISION LITE FRAME, PAINT TO
MATCH DOOR FRAME
DOOR AS SCHEDULED
GLAZING
METAL VISION LITE FRAME PAINT TO
MATCH DOOR FRAME
DOOR AS SCHEDULED
EXTERIOR GLAZING
INTERIOR GLAZING
NOTE: FIRE GLAZING REQUIRED
AT RATED DOORS
INTERIOR EXTERIOR
1/2"
DOOR AS SCHEDULED
ALUMINUM THRESHOLD SET IN
MASTIC OVER SELF-ADHESIVE
MEMBRANE
CONCRETE SLAB ON GRADE, SEE
CIVIL
SEALANT AND BACKER ROD, TYP
DOOR FRAME BEYOND
RO
1/2" M
AX.
1/4"
CONCRETE SLAB ON
GRADE, SEE STRUCTURAL.
FINISH AS SCHEDULED
WATERPROOF SEALER AT OPENING
AND 4" BEYOND OPENING
4 CORNER REINFORCEMENT AT ALL
CORNERS TYPICAL AT DOORS AND
WINDOWS
"
REFERENCE DOOR AND WINDOW SCHEDULE
SEE WALL TYPES
VARIES
RO
BATT INSULATION, SEE
BUILDING SECTIONS FOR
TYPE
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE
WOOD HEADER, SEE
STRUCTURAL
SEALANT, BOTH SIDES
DOOR FRAME AS SCHEDULED
DOOR AS SCHEDULEDDOOR FRAME BEYOND
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE
SEE WALL TYPES
VARIES
RO
BATT INSULATION, SEE
BUILDING SECTIONS FOR
TYPE
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE
WOOD HEADER, SEE STRUCTURAL
SEALANT, BOTH SIDES
DOOR FRAME AS SCHEDULED
DOOR AS SCHEDULED
DOOR FRAME BEYOND
PLYWOOD SHEATHING, SEE
STRUCTURAL
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE
DOOR AS SCHEDULED
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE
DOOR FRAME AS SCHEDULED
SEALANT, BOTH SIDES
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE
RO
WAINSCOT WHERE OCCURS,
SEE FINISH SCHEDULE
BATT INSULATION, SEE
BUILDING SECTIONS FOR
TYPE
WOOD FRAMING, SEE
STRUCTURAL
DOOR AS SCHEDULEDDOOR FRAME BEYOND
RO
FINISH FLOOR, SEE ROOM
FINISH SCHEDULE
DOOR AS SCHEDULEDDOOR FRAME BEYOND
FINISH FLOOR, SEE ROOM
FINISH SCHEDULE
UNIVERSAL REDUCER,
NO.146
RO
CONCRETE SLAB ON
GRADE, SEE STRUCTURAL.
FINISH AS SCHEDULED
BATT INSULATION, SEE BUILDING
SECTIONS FOR TYPE
INTERIOR EXTERIOR
RO
GYPSUM BOARD WHERE OCCURS,
SEE FINISH SCHEDULE FOR TYPE
SEALANT
DOOR FRAME AS SCHEDULED
DOOR FRAME BEYOND
DOOR AS SCHEDULED
PREFINISHED METAL FLASHING
PANEL CLIP PER MANUFACTURER'S
RECOMMENDATION
CLOSURE PER MANUFACTURER'S
RECOMMENDATION
WOOD HEADER, SEE STRUCTURAL
PLYWOOD SHEATHING, SEE
STRUCTURAL
BUILDING PAPER
METAL SIDING, SEE FINISH SCHEDULE
SEALANT AND BACKER ROD, TYP
FLASHING TAPE PER
MANUFACTURER'S
RECOMMENDATION
WATERPROOFING, SEE
D1/A7.1
BATT INSULATION, SEE BUILDING
SECTIONS FOR TYPE
INTERIOR EXTERIOR
RO
GYPSUM BOARD WHERE OCCURS,
SEE FINISH SCHEDULE FOR TYPE
SEALANT
DOOR FRAME AS SCHEDULED
DOOR FRAME BEYOND
DOOR AS SCHEDULED
PREFINISHED METAL FLASHING
SHIM PER MANUFACTURER'S
RECOMMENDATION
Z-METAL PER MANUFACTURER'S
RECOMMENDATION
WOOD HEADER, SEE STRUCTURAL
PLYWOOD SHEATHING, SEE
STRUCTURAL
BUILDING PAPER
METAL SIDING, SEE FINISH SCHEDULE
SEALANT AND BACKER ROD, TYP
FLASHING TAPE PER
MANUFACTURER'S
RECOMMENDATION
WATERPROOFING, SEE
D1/A7.1
RO
EXTERIOR
INTERIOR
PLYWOOD SHEATHING,
SEE STRUCTURAL
BUILDING PAPER
GYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE
WOOD FRAMING, SEE STRUCTURAL
BATT INSULATION, SEE BUILDING
SECTIONS FOR TYPE
DOOR AS SCHEDULED
DOOR FRAME AS SCHEDULED
SEALANT AND BACKER ROD, TYP
SEALANT
PREFINISHED METAL TRIM
PANEL CLIP PER MANUFACTURER'S
RECOMMENDATION
METAL SIDING, SEE FINISH SCHEDULE
CLOSURE PER MANUFACTURER'S
RECOMMENDATION
SEALANT PER MANUFACTURER'S
RECOMMENDATION
WATERPROOFING, SEE
D1/A7.1
RO
EXTERIOR
INTERIOR
PLYWOOD SHEATHING,
SEE STRUCTURAL
BUILDING PAPER
GYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE WOOD FRAMING, SEE STRUCTURAL
BATT INSULATION, SEE BUILDING
SECTIONS FOR TYPE
DOOR AS SCHEDULED
DOOR FRAME AS SCHEDULED
SEALANT AND BACKER ROD, TYP
SEALANT
PREFINISHED METAL TRIM
METAL SIDING, SEE FINISH SCHEDULE
Z-METAL PER MANUFACTURER'S
RECOMMENDATION
SEALANT PER MANUFACTURER'S
RECOMMENDATION
WATERPROOFING, SEE
D1/A7.1
STOREFRONT SYSTEM
BEYOND, TYP
INTERIOR EXTERIOR
GLAZING, TYP
DOOR AS SCHEDULED
STOREFRONT AS
SCHEDULED
STOREFRONT COVER CAP
AS SCHEDULED
EXTERIOR
INTERIOR
STOREFRONT SYSTEM
BEYOND, TYP
GLAZING
STOREFRONT AS
SCHEDULED
INTERIOR
COMPRESSION GASKET,
TYP
DOOR FRAME AS
SCHEDULED
1/8" ALUMINUM BREAK
METAL TO MATCH
STOREFRONT SYSTEM
1/8" ALUMINUM BREAK
METAL TO MATCH
STOREFRONT SYSTEM
1/8" ALUMINUM BREAK
METAL TO MATCH
STOREFRONT SYSTEM
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
DOOR &
STOREFRONT
DETAILS
200102
A7.1
BC
JK
GG
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1 1/2" = 1'-0"A7.1
D3 DOOR - KICK PLATE
SCALE:3" = 1'-0"A7.1
D4 DOOR - GLAZING
SCALE:3" = 1'-0"A7.1
C1 EXTERIOR DOOR - THRESHOLD
SCALE:3" = 1'-0"A7.1
D1 WATER PROOFING
SCALE:3" = 1'-0"A7.1
A3 INTERIOR DOOR - HEAD / JAMB
SCALE:3" = 1'-0"A7.1
A4 INTERIOR DOOR - HEAD / JAMB
SCALE:3" = 1'-0"A7.1
B3 INTERIOR DOOR - JAMB
SCALE:3" = 1'-0"A7.1
C2 INTERIOR DOOR - THRESHOLD
SCALE:3" = 1'-0"A7.1
C3 INTERIOR DOOR - THRESHOLD
SCALE:3" = 1'-0"A7.1
A2 EXTERIOR DOOR - HEAD AT MTL-3
SCALE:3" = 1'-0"A7.1
A1 EXTERIOR DOOR - HEAD AT MTL-2
SCALE:3" = 1'-0"A7.1
B1 EXTERIOR DOOR - JAMB AT MTL-2
SCALE:3" = 1'-0"A7.1
B2 EXTERIOR DOOR - JAMB AT MTL-3
SCALE:3" = 1'-0"A7.1
B4 STOREFRONT DOOR WITH CAP - HEAD
SCALE:3" = 1'-0"A7.1
C4 STOREFRONT - JAMB AT WALL
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 246 of 321
EXTERIORINTERIOR
GLAZING, TYP
STOREFRONT AS SCHEDULED
DOOR AS SCHEDULED
STOREFRONT SYSTEM
BEYOND, TYP
EXTERIOR
INTERIOR
STOREFRONT AS SCHEDULED
STOREFRONT SYSTEM
BEYOND, TYP
DOOR AS SCHEDULED
GLAZING, TYP
EXTERIORINTERIOR
GLAZING, TYP
STOREFRONT AS SCHEDULED
SEALANT AND BACKER
ROD, TYP
CONCRETE SLAB ON
GRADE/LANDSCAPE AREA, SEE
CIVIL AND LANDSCAPE
STOREFRONT SYSTEM
BEYOND, TYP
CONCRETE SLAB ON
GRADE, SEE STRUCTURAL.
FINISH AS SCHEDULED
EXTERIORINTERIOR
STOREFRONT AS SCHEDULED
GLAZING, TYP
STOREFRONT SYSTEM
BEYOND, TYP
EXTERIORINTERIOR
STOREFRONT AS
SCHEDULED
STOREFRONT SYSTEM
BEYOND, TYP
STOREFRONT COVER CAP
AS SCHEDULED
GLAZING, TYP
EXTERIOR
INTERIOR
STOREFRONT AS SCHEDULED
STOREFRONT SYSTEM
BEYOND, TYP
DOOR AS SCHEDULED
GLAZING, TYP
SHIM AS REQUIRED, TYP
SEALANT AND BACKER
ROD, TYP
COLUMN, SEE
STRUCTURAL
1/8" ALUMINUM BREAK
METAL TO MATCH
STOREFRONT SYSTEM
EXTERIORINTERIOR
GLAZING, TYP
STOREFRONT AS SCHEDULED
SEALANT AND BACKER
ROD, TYP
STOREFRONT SYSTEM
BEYOND, TYP
METAL BEAM, SEE STRUCTURAL
1/8" ALUMINUM BREAK METAL TO
MATCH STOREFRONT SYSTEMSHIM AS REQUIRED, TYP
EXTERIOR
INTERIOR
STOREFRONT AS SCHEDULED
STOREFRONT SYSTEM
BEYOND, TYPGLAZING, TYP
EXTERIOR
INTERIOR
PLYWOOD SHEATHING,
SEE STRUCTURAL
BUILDING PAPER
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE
METAL SIDING, SEE FINISH
SCHEDULE
ZEE FLASHING PER
MANUFACTURER'S
RECOMMENDATION
SEALANT PER MANUFACTURER'S
RECOMMENDATION
SEALANT AND BACKER
ROD, TYP
WOOD BLOCKING
SHIM AS REQUIRED
STOREFRONT SYSTEM
BEYOND, TYP
STOREFRONT AS SCHEDULED
WATERPROOFING, SEE
D1/A7.1
PREFINISHED METAL TRIM
EXTERIOR
INTERIOR
STOREFRONT AS SCHEDULED
STOREFRONT SYSTEM
BEYOND, TYP
SHIM AS REQUIRED, TYP
SEALANT AND BACKER
ROD, TYP
COLUMN, SEE
STRUCTURAL
INTERIOR
GLAZING, TYP
1/8" ALUMINUM BREAK
METAL TO MATCH
STOREFRONT SYSTEM
NEOPRENE STRIP
EXTERIORINTERIOR
SHIM AS REQUIRED, TYP
SEALANT AND BACKER
ROD, TYP
COLUMN, SEE
STRUCTURAL
1/8" ALUMINUM BREAK
METAL TO MATCH
STOREFRONT SYSTEM
STOREFRONT SYSTEM
BEYOND, TYP
STOREFRONT AS SCHEDULED
GLAZING, TYP
EXTERIOR
BATT INSULATION, SEE BUILDING
SECTIONS AND WALL TYPES
INTERIOR EXTERIOR
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE
WOOD BLOCKING
STOREFRONT AS SCHEDULED PREFINISHED METAL FLASHING
PANEL CLIP PER MANUFACTURER'S
RECOMMENDATION
CLOSURE PER MANUFACTURER'S
RECOMMENDATION
PLYWOOD SHEATHING, SEE
STRUCTURAL
BUILDING PAPER
METAL SIDING, SEE FINISH SCHEDULE
SEALANT AND BACKER ROD, TYP
FLASHING TAPE PER
MANUFACTURER'S
RECOMMENDATION
WATERPROOFING, SEE D1/A7.1
WOOD HEADER, SEE
STRUCTURAL
STOREFRONT SYSTEM
BEYOND, TYP
WALL BEYOND, TYP
GLAZING, TYP
EXTERIORINTERIOR
1/2"
1/4"
CONCRETE SLAB ON
GRADE, SEE STRUCTURAL.
FINISH AS SCHEDULED CONCRETE SLAB ON
GRADE, SEE CIVIL
ALUMINUM THRESHOLD
SET IN MASTIC OVER
SELF-ADHESIVE
MEMBRANE
SEALANT AND BACKER
ROD
PEMKO DOOR SWEEP DOOR AS SCHEDULED
STOREFRONT SYSTEM
BEYOND, TYP
GLAZING, TYP
FINISH FLOOR, SEE ROOM
FINISH SCHEDULE
EXTERIOR
INTERIOR
PLYWOOD SHEATHING,
SEE STRUCTURAL
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE
SEALANT AND BACKER
ROD, TYP
WOOD BLOCKING
SHIM AS REQUIRED
STOREFRONT SYSTEM
BEYOND, TYP
STOREFRONT AS SCHEDULED
WATERPROOFING, SEE
D1/A7.1
BREAK METAL, COLOR TO
MATCH STOREFRONT
COLUMN, SEE STRUCTURAL
INTERIOR EXTERIOR
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE
WOOD BLOCKING
STOREFRONT AS SCHEDULED SEALANT AND BACKER ROD, TYP
WOOD HEADER, SEE
STRUCTURAL
STOREFRONT SYSTEM
BEYOND, TYP
WALL BEYOND, TYP
GLAZING, TYP
WATERPROOFING, SEE D1/A7.1
BREAK METAL, COLOR TO MATCH
STOREFRONT
PLYWOOD SHEATHING, SEE
STRUCTURAL
WOOD FRAMING, SEE
STRUCTURAL
WOOD BLOCKING
EXTERIORINTERIOR
GYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE
STOREFRONT SYSTEM
BEYOND, TYP
WALL BEYOND, TYP
METAL SIDING, SEE FINISH
SCHEDULE
GLAZING, TYP
STOREFRONT AS SCHEDULED
SEALANT AND BACKER
ROD, TYP
Z-METAL PER
MANUFACTURER'S
RECOMMENDATION
TRIM FASTENER PER
MANUFACTURER
ECKEFRAI
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FEAT
ST
LFCAOI
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C018223
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
DOOR &
STOREFRONT
DETAILS
200102
A7.2
BC
JK
HB
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:3" = 1'-0"A7.2
A1 STOREFRONT DOOR - HEAD
SCALE:3" = 1'-0"A7.2
B1 STOREFRONT DOOR - JAMB
SCALE:3" = 1'-0"A7.2
D2 STOREFRONT - SILL
SCALE:3" = 1'-0"A7.2
D3 STOREFRONT - HORIZONTAL MULLION
SCALE:3" = 1'-0"A7.2
D4 STOREFRONT - HORIZONTAL MULLION WITH CAP
SCALE:3" = 1'-0"A7.2
C1 STOREFRONT DOOR - JAMB AT COLUMN
SCALE:3" = 1'-0"A7.2
C4 STOREFRONT - AT BEAM
SCALE:3" = 1'-0"A7.2
C3 STOREFRONT - VERTICAL MULLION
SCALE:3" = 1'-0"A7.2
B2 STOREFRONT - JAMB AT MTL-3
SCALE:3" = 1'-0"A7.2
A4 STOREFRONT - JAMB AT COLUMN
SCALE:3" = 1'-0"A7.2
B4 STOREFRONT - JAMB AT OUTSIDE CORNER
SCALE:3" = 1'-0"A7.2
A2 STOREFRONT - HEAD AT MTL-3
SCALE:3" = 1'-0"A7.2
D1 STOREFRONT DOOR - THRESHOLD
SCALE:3" = 1'-0"A7.2
B3 STOREFRONT - JAMB AT MCM-1
SCALE:3" = 1'-0"A7.2
A3 STOREFRONT - HEAD AT MCM-1
SCALE:3" = 1'-0"A7.2
C2 STOREFRONT - SILL
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 247 of 321
BATT INSULATION, SEE
BUILDING SECTIONS FOR
TYPE
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE
WOOD HEADER, SEE STRUCTURAL
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE, TYP
SHIM AS REQUIRED, TYP
SEALANT BOTH SIDES
GLAZING, TYP
STOREFRONT AS SCHEDULED
STOREFRONT SYSTEM BEYOND, TYP
WALL BEYOND
BATT INSULATION, SEE
BUILDING SECTIONS FOR
TYPE
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE
WOOD HEADER, SEE STRUCTURAL
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE, TYP
SHIM AS REQUIRED, TYP
SEALANT BOTH SIDES
GLAZING, TYP
STOREFRONT AS SCHEDULED
STOREFRONT SYSTEM BEYOND, TYP
WALL BEYOND
PLYWOOD SHEATHING, SEE
STRUCTURAL
BATT INSULATION, SEE
BUILDING SECTIONS FOR
TYPE
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE
WOOD HEADER, SEE STRUCTURAL
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE, TYP
SHIM AS REQUIRED, TYP
SEALANT AND BACKER ROD, TYP
GLAZING
WINDOW AS SCHEDULED
WINDOW FRAME BEYOND, TYP
WALL BEYOND
WOOD BLOCKING
STOREFRONT SYSTEM BEYOND, TYP
GLAZING, TYP
STOREFRONT AS SCHEDULED
CONCRETE SLAB ON GRADE, SEE
STRUCTURAL. FINISH AS SCHEDULEDSEALANT AND BACKER ROD, TYP
SHIM AS REQUIRED
STOREFRONT SYSTEM BEYOND, TYP
GLAZING, TYP
STOREFRONT AS
SCHEDULED
STOREFRONT SYSTEM BEYOND, TYP
GLAZING, TYP
STOREFRONT AS SCHEDULED
STOREFRONT SYSTEM BEYOND, TYP
GLAZING, TYP
STOREFRONT AS SCHEDULED
STOREFRONT SYSTEM BEYOND, TYP
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE, TYP
BATT INSULATION, SEE
BUILDING SECTIONS FOR
TYPE
PLYWOOD SHEATHING, SEE
STRUCTURAL
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE, TYP
WALL BEYOND
STOREFRONT AS
SCHEDULED
STOREFRONT SYSTEM
BEYOND, TYP
GLAZING, TYP
SHIM AS REQUIRED, TYP
SEALANT BOTH SIDES
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE, TYP
BATT INSULATION, SEE
BUILDING SECTIONS FOR
TYPE
WALL BEYOND
STOREFRONT AS
SCHEDULED
STOREFRONT SYSTEM
BEYOND, TYP
GLAZING, TYP
SHIM AS REQUIRED, TYP
SEALANT BOTH SIDES
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE, TYP
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE, TYP
STOREFRONT AS SCHEDULED
STOREFRONT SYSTEM BEYOND, TYP
GLAZING, TYP
WOOD BLOCKING
SEALANT BOTH SIDES
PLYWOOD SHEATHING, SEE
STRUCTURAL
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE, TYP
BATT INSULATION, SEE
BUILDING SECTIONS FOR
TYPE
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE, TYP
WOOD BLOCKING
WINDOW FRAME
BEYOND, TYP
GLAZING
WINDOW AS SCHEDULED
SEALANT AND BACKER
ROD, TYP
QUARTZ WINDOW SILL,
TYP
1/
2 "
1/
2 "
GYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE
QUARTZ WINDOW SILL, TYP
WINDOW AS SCHEDULED
GLAZING
SHIM AS REQUIRED, TYP
SEALANT AND BACKER
ROD, TYP
GYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE
1/2"
1/2"
BATT INSULATION, SEE BUILDING
SECTIONS FOR TYPE
WINDOW FRAME BEYOND, TYP
34" A.F.F.
WALL BEYOND
SEALANT BOTH SIDES
BUILT-UP ROOF, SEE FINISH
SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
METAL SIDING, SEE FINISH
SCHEDULE
DOOR AS SCHEDULED
SEALANT
WALL BEYOND
BUILDING PAPER
FLASHING TAPE PER
MANUFACTURER'S
RECOMMENDATION
PANEL CLIP PER
MANUFACTURER'S
RECOMMENDATION
CLOSURE PER
MANUFACTURER'S
RECOMMENDATION
PREFINISHED METAL
FLASHING
WATERPROOFING, SEE
D1/A7.1
PLYWOOD SHEATHING,
SEE STRUCTURAL
PLYWOOD SHEATHING,
SEE STRUCTURAL
BUILDING PAPER
METAL SIDING, SEE FINISH
SCHEDULE
ZEE FLASHING PER
MANUFACTURER'S
RECOMMENDATION WATERPROOFING, SEE
D1/A7.1
PREFINISHED METAL TRIM
DOOR AS SCHEDULED
SEALANT
WALL BEYOND
BUILT-UP ROOF, SEE FINISH
SCHEDULE
BUILT-UP ROOF, SEE FINISH
SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL METAL SIDING, SEE FINISH
SCHEDULE
DOOR AS SCHEDULED
SEALANT
WALL BEYOND
BUILDING PAPER
FLASHING TAPE PER
MANUFACTURER'S
RECOMMENDATION
PANEL CLIP PER
MANUFACTURER'S
RECOMMENDATION
CLOSURE PER
MANUFACTURER'S
RECOMMENDATION
PREFINISHED METAL TRIM
WATERPROOFING, SEE
D1/A7.1
EXTERIOR
INTERIOR
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE
SEALANT AND BACKER
ROD, TYP
WOOD BLOCKING
SHIM AS REQUIRED
STOREFRONT SYSTEM
BEYOND, TYP
STOREFRONT AS SCHEDULED
WATERPROOFING, SEE
D1/A7.1
BREAK METAL, COLOR TO
MATCH STOREFRONT
METAL SIDING, SEE FINISH
SCHEDULE
INTERIOR
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
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SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
STOREFRONT
AND WINDOW
DETAILS
200102
A7.3
BC
JK
GG
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:3" = 1'-0"A7.3
A2 INTERIOR STOREFRONT - HEAD
SCALE:3" = 1'-0"A7.3
A3 INTERIOR STOREFRONT - HEAD
SCALE:3" = 1'-0"A7.3
A4 INTERIOR SLIDER PASS-THROUGH WINDOW - HEAD
SCALE:3" = 1'-0"A7.3
D2 INTERIOR STOREFRONT - SILL
SCALE:3" = 1'-0"A7.3
C2 INTERIOR STOREFRONT - JAMB AT CORNER
SCALE:3" = 1'-0"A7.3
C3 INTERIOR STOREFRONT - VERTICAL MULLION
SCALE:3" = 1'-0"A7.3
D4 INTERIOR STOREFRONT - HORIZONTAL MULLION
SCALE:3" = 1'-0"A7.3
B3 INTERIOR STOREFRONT - JAMB
SCALE:3" = 1'-0"A7.3
B2 INTERIOR STOREFRONT - JAMB
SCALE:3" = 1'-0"A7.3
D3 INTERIOR STOREFRONT - SILL
SCALE:3" = 1'-0"A7.3
B4 INTERIOR SLIDER PASS-THROUGH WINDOW - JAMB
SCALE:3" = 1'-0"A7.3
C4 INTERIOR SLIDER PASS-THROUGH WINDOW - SILL
SCALE:3" = 1'-0"A7.3
A1 ROOF ACCESS DOOR - HEAD
SCALE:3" = 1'-0"A7.3
B1 ROOF ACCESS DOOR - JAMB
SCALE:3" = 1'-0"A7.3
C1 ROOF ACCESS DOOR - SILL
SCALE:3" = 1'-0"A7.3
D1 STOREFRONT - JAMB AT MTL-3
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 248 of 321
PLYWOOD SHEATHING,
SEE STRUCTURAL
EXHAUST FAN, SEE MECHANICAL
8" M
IN.
METAL FLASHING
MEMBRANE FLASHING
BASE FLASHING
BUR MEMBRANE, SEE FINISH
SCHEDULE
BASE SHEET
CANT STRIP
PLYWOOD SHEATHING,
SEE STRUCTURAL 4" MIN.
SEALANT
MEMBRANE FLASHING
BASE FLASHING
BASE SHEET
BUR MEMBRANE, SEE
FINISH SCHEDULE
HEAT STACK
UMBRELLA
STORM COLLAR SET IN
MASTIC PLYWOOD SHEATHING,
SEE STRUCTURAL
SEALANT
MEMBRANE FLASHING
BASE FLASHING
BASE SHEET
BUR MEMBRANE, SEE
FINISH SCHEDULE
PLUMBING VENT STACK,
SEE PLUMBING
LEAD FLASHING
4"
12" M
IN.
PLYWOOD SHEATHING,
SEE STRUCTURAL
FLASHING SET IN MASTIC
MEMBRANE
STRAINER BASKET
CLAMPING RING
BASE FLASHING
BASE SHEET
BUR MEMBRANE,
SEE FINISH
SCHEDULE
NOTE: OVERFLOW DRAIN LINE SHALL BE INDEPENDENT
OF MAIN ROOF DRAIN AND TERMINATE TO DAYLIGHT
OVERFLOW DRAINROOF DRAIN
METAL STRAINER TYP.
MEMBRANE, METAL AND
FLASHING EXTENDED UNDER
CLAMPING RING TYP.
LINE OF ROOF STRUCTURE
8" MIN
1'-0"
A7.4
C3
METAL FLASHING
ACT/ACOUSTICAL
CLOUD
OPENING
22 1/2"
ROOF FRAMING AS
OCCURS, SEE
STRUCTURAL
GYPSUM BOARD
BUILDING PAPER
PLYWOOD SHEATHING,
SEE STRUCTURAL
FASTENER AND SEALANT
PER MANUFACTURER,
TYP.
BLOCKING AS REQUIRED
PREFINISHED PARAPET
FLASHING
BASE FLASHING
MEMBRANE FLASHING
METAL SIDING, SEE FINISH
SCHEDULE
CANT STRIP
PLYWOOD SHEATHING,
SEE STRUCTURAL
BASE SHEET
BUR MEMBRANE, SEE
FINISH SCHEDULE
BASE FLASHING
MEMBRANE FLASHING
BUILDING PAPER
PLYWOOD SHEATHING,
SEE STRUCTURAL
FASTENER AND SEALANT
PER MANUFACTURER,
TYP.
BLOCKING AS REQUIRED
PREFINISHED PARAPET
FLASHING
METAL SIDING, SEE FINISH
SCHEDULE
CANT STRIP
PLYWOOD SHEATHING,
SEE STRUCTURAL
BASE SHEET
BUR MEMBRANE, SEE
FINISH SCHEDULE
BASE FLASHING
MEMBRANE FLASHING
SEALANT
TERMINATION BAR
BASE FLASHING
MEMBRANE FLASHING
BUILDING PAPER
METAL SIDING, SEE FINISH
SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
FLASHING TAPE PER
MANUFACTURER
CLOSURE PER
MANUFACTURER'S
RECOMMENDATION
PANEL CLIP PER
MANUFACTURER'S
RECOMMENDATION
DRIP FLASHING,
PREFINISHED TO MATCH
VERTICAL METAL SIDING
CLIP FASTENER PER
MANUFACTURER
MEMBRANE FLASHING
BASE FLASHING
CANT STRIP
BASE SHEET
BUR MEMBRANE, SEE
FINISH SCHEDULE
METAL FLASHING
METAL FLASHING
BUR MEMBRANE, SEE
FINISH SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
BASE SHEET
SEALANT
OPENING
14 1/2"
ROOF FRAMING AS
OCCURS, SEE
STRUCTURAL
PLYWOOD SHEATHING,
SEE STRUCTURAL
BASE SHEET
BUR MEMBRANE, SEE
FINISH SCHEDULE
BASE FLASHING
MEMBRANE FLASHING
METAL FLASHING
FLASHING RECEIVER PER
MANUFACTURER
GYPSUM BOARD
METAL FLASHING
METAL FLASHING
BUR MEMBRANE, SEE
FINISH SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
BASE SHEET
SEALANT
GYPSUM BOARD
CEILING WHERE
OCCURS
ROOF FRAMING AS
OCCURS, SEE
STRUCTURAL
OPENING
14 1/2"
BUILDING PAPER
PLYWOOD SHEATHING,
SEE STRUCTURAL
FASTENER AND SEALANT
PER MANUFACTURER,
TYP.
BLOCKING AS REQUIRED
PREFINISHED PARAPET
FLASHING
BASE FLASHING
MEMBRANE FLASHING
METAL SIDING, SEE FINISH
SCHEDULE
CANT STRIP
PLYWOOD SHEATHING,
SEE STRUCTURAL
BASE SHEET
BUR MEMBRANE, SEE
FINISH SCHEDULE
BASE FLASHING
MEMBRANE FLASHING
BUILDING PAPER
PLYWOOD SHEATHING,
SEE STRUCTURAL
METAL SIDING, SEE FINISH
SCHEDULE
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ROOFING
DETAILS
200102
A7.4
BC
JK
GG
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:3" = 1'-0"A7.4
D2 BUR - EXHAUST FAN
SCALE:3" = 1'-0"A7.4
D3 BUR - HEAT STACK
SCALE:3" = 1'-0"A7.4
D4 BUR - PLUMBING STACK
SCALE:3" = 1'-0"A7.4
C3 BUR - ROOF DRAIN
SCALE:1" = 1'-0"A7.4
C2 BUR - ROOF AND OVERFLOW DRAINS
SCALE:1" = 1'-0"A7.4
D1 TUBULAR SKYLIGHT - 21" DIAMETER
SCALE:3" = 1'-0"A7.4
A2 PARAPET CAP AT MTL-2
SCALE:3" = 1'-0"A7.4
A3 PARAPET AT MTL-3
SCALE:3" = 1'-0"A7.4
C4 BASE TERMINATION
SCALE:1" = 1'-0"A7.4
A1 TUBULAR SKYLIGHT - 14" DIAMETER OPEN TO STRUCTURE
SCALE:3" = 1'-0"A7.4
B3 BUR - CURB
SCALE:1" = 1'-0"A7.4
B1 TUBULAR SKYLIGHT - 14" DIAMETER
SCALE:3" = 1'-0"A7.4
A4 PARAPET CAP AT MTL-3
SCALE:3" = 1'-0"A7.4
B2 BASE DETAIL
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 249 of 321
EXTRUSIONS AND CLIPS PER
MANUFACTURER, TYP.
REVEAL PER
MANUFACTURER, TYP.
REVEAL PER
MANUFACTURER, TYP.
MEMBRANE FLASHING
BASE FLASHING
BUR MEMBRANE, SEE
FINISH SCHEDULE
BASE SHEET
METAL PANEL, SEE FINISH
SCHEDULE, TYP.
BUILDING PAPER
MEMBRANE FLASHING
BASE FLASHING
EXTRUSIONS AND CLIPS PER
MANUFACTURER, TYP.
REVEAL PER
MANUFACTURER, TYP.
BUILDING PAPER
MEMBRANE FLASHING
BASE FLASHING
REVEAL PER
MANUFACTURER, TYP.
BUR MEMBRANE, SEE
FINISH SCHEDULE
BASE SHEET
METAL PANEL, SEE FINISH
SCHEDULE, TYP.
CANT STRIP
PLYWOOD SHEATHING,
SEE STRUCTURAL
PLYWOOD SHEATHING,
SEE STRUCTURAL
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
GYPSUM BOARD, SEE
ROOM FINISH SCHEDULE
FOR TYPE
BUILDING PAPER
METAL SIDING, SEE FINISH
SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
FLASHING TAPE PER
MANUFACTURER
SHIM PER
MANUFACTURER'S
RECOMMENDATION
Z-METAL PER
MANUFACTURER'S
RECOMMENDATION
TRIM FASTENER PER
MANUFACTURER
Z-METAL PER
MANUFACTURER'S
RECOMMENDATION
MEMBRANE FLASHING
BASE FLASHING
TERMINATION BAR
SEALANT
BASE SHEET
BUR MEMBRANE, SEE
FINISH SCHEDULE
ROOF SCUPPER, C2/A7.5
MEMBRANE FLASHING
BASE FLASHING
MEMBRANE FLASHING
BASE FLASHING
TERMINATION BAR
SEALANT
BASE SHEET
BUR MEMBRANE, SEE
FINISH SCHEDULE
MEMBRANE FLASHING
BASE FLASHING
BUILDING PAPER
METAL SIDING, SEE FINISH
SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
FLASHING TAPE PER
MANUFACTURER
PREFINISHED METAL
FLASHING
WATERPROOFING, SEE
D1/A7.1
CLOSURE PER
MANUFACTURER'S
RECOMMENDATION
PANEL CLIP PER
MANUFACTURER'S
RECOMMENDATION
ROOF SCUPPER, C2/A7.5
MEMBRANE FLASHING
BASE FLASHING
BUR MEMBRANE, SEE
FINISH SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
PLYWOOD SHEATHING,
SEE STRUCTURAL
2X BRACE, SEE
STRUCTURAL
BASE SHEET
SEE 4/S4.3
BUILDING PAPER
METAL SIDING, SEE FINISH
SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
FLASHING TAPE PER
MANUFACTURER
CLOSURE PER
MANUFACTURER'S
RECOMMENDATION
PANEL CLIP PER
MANUFACTURER'S
RECOMMENDATION
DRIP FLASHING,
PREFINISHED TO MATCH
VERTICAL METAL SIDING
CLIP FASTENER PER
MANUFACTURER
MEMBRANE FLASHING
BASE FLASHING
CANT STRIP
BASE SHEET
BUR MEMBRANE, SEE
FINISH SCHEDULE
CANT STRIP
PLYWOOD SHEATHING,
SEE STRUCTURAL
BASE SHEET
BUR MEMBRANE, SEE
FINISH SCHEDULE
BASE FLASHING
MEMBRANE FLASHING
PLYWOOD SHEATHING,
SEE STRUCTURAL
BASE FLASHING
MEMBRANE FLASHING
METAL FLASHING SET IN
MASTIC OVER BASE
FLASHING, FASTEN @ 2"
O.C.
METAL SIDING, SEE FINISH
SCHEDULE
FLASHING TAPE PER
MANUFACTURER
DRIP FLASHING,
PREFINISHED TO MATCH
VERTICAL METAL SIDING
MEMBRANE FLASHING
BASE FLASHING
CANT STRIP
BASE SHEET
BUR MEMBRANE, SEE
FINISH SCHEDULE
BUILDING PAPER
PLYWOOD SHEATHING,
SEE STRUCTURAL
Z-METAL PER MANUFACTURER'S
RECOMMENDATION
HORSESHOE SHIM PER
MANUFACTURER
TRIM FASTENER PER MANUFACTURER
BASE SHEET
BUR MEMBRANE, SEE
FINISH SCHEDULE
BASE FLASHING
MEMBRANE FLASHING
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ROOF DETAILS
200102
A7.5
BC
JK
GG
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:3" = 1'-0"A7.5
B3 PARAPET AT MCM-1
SCALE:3" = 1'-0"A7.5
B1 PARAPET AT MCM-1
SCALE:3" = 1'-0"A7.5
C1 SCUPPER AT MTL-2
SCALE:3" = 1'-0"A7.5
C2 SCUPPER AT MTL-3
SCALE:3" = 1'-0"A7.5
D3 PARAPET BRACE AT MTL-3
SCALE:3" = 1'-0"A7.5
D2 PARAPET BRACE END
SCALE:3" = 1'-0"A7.5
D1 BASE TERMINATION AT MTL-3
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 250 of 321
CONCRETE CURB, SEE STRUCTURAL
SOLID SURFACE, SEE FINISH
SCHEDULE
SHOWER PAN
FINISH AS OCCURS, SEE INTERIOR
ELEVATIONS AND FINISH SCHEDULE
FINISH FLOOR, SEE ROOM FINISH
SCHEDULE
GYPSUM BOARD WHERE OCCURS,
SEE FINISH SCHEDULE FOR TYPE
WALL BASE WHERE OCCURS, SEE
ROOM FINISH SCHEDULE
6"
GYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE
BATT INSULATION
DEPRESSED SLAB, SEE STRUCTURAL
WATERPROOF MEMBRANE
WALL BASE WHERE OCCURS, SEE
ROOM FINISH SCHEDULE
GYPSUM BOARD WHERE OCCURS,
SEE FINISH SCHEDULE FOR TYPE
CONCRETE CURB, SEE STRUCTURAL
WALL BASE WHERE OCCURS, SEE
ROOM FINISH SCHEDULE
BATT INSULATION
FINISH FLOOR, SEE ROOM FINISH
SCHEDULE
FINISH AS OCCURS, SEE INTERIOR
ELEVATIONS AND FINISH SCHEDULE
FINISH FLOOR, SEE ROOM FINISH
SCHEDULE
GYPSUM BOARD WHERE OCCURS,
SEE FINISH SCHEDULE FOR TYPE
FINISH AS OCCURS, SEE INTERIOR
ELEVATIONS AND FINISH SCHEDULE
6"
PLYWOOD SHEATHING WHERE
OCCURS, SEE STRUCTURAL
BATT INSULATION
WALL BASE WHERE OCCURS, SEE
ROOM FINISH SCHEDULE
GYPSUM BOARD WHERE OCCURS,
SEE FINISH SCHEDULE FOR TYPE
PLYWOOD SHEATHING, SEE
STRUCTURAL
BUILDING PAPER
FINISH FLOOR, SEE ROOM FINISH
SCHEDULE
FINISH GRADE, SEE CIVIL
AND LANDSCAPE
CONCRETE CURB, SEE STRUCTURAL
INTERIOR EXTERIOR
6"
VERTICAL METAL SIDING,
SEE FINISH SCHEDULE
FINISH AS OCCURS, SEE INTERIOR
ELEVATIONS AND FINISH SCHEDULE
M
IN.
4"
FLASHING TAPE PER
MANUFACTURER
PANEL CLIP PER
MANUFACTURER
CLIP FASTENER PER
MANUFACTURER
CLOSURE PER
MANUFACTURER
DRIP FLASHING,
PREFINISHED TO MATCH
VERTICAL METAL SIDING
BATT INSULATION
WALL BASE WHERE
OCCURS, SEE ROOM
FINISH SCHEDULE
GYPSUM BOARD WHERE
OCCURS, SEE FINISH
SCHEDULE FOR TYPE
FINISH FLOOR, SEE ROOM
FINISH SCHEDULE
6"
FINISH AS OCCURS, SEE
INTERIOR ELEVATIONS
AND FINISH SCHEDULE
CONCRETE CURB, SEE
STRUCTURAL
GYPSUM BOARD WHERE
OCCURS, SEE FINISH
SCHEDULE FOR TYPE
FINISH AS OCCURS, SEE
INTERIOR ELEVATIONS
AND FINISH SCHEDULE
WALL BASE WHERE
OCCURS, SEE ROOM
FINISH SCHEDULE
CONCRETE CURB, SEE
STRUCTURAL
FINISH FLOOR, SEE
ROOM FINISH
SCHEDULE
BATT INSULATION
WALL BASE WHERE OCCURS, SEE
ROOM FINISH SCHEDULE
GYPSUM BOARD WHERE OCCURS,
SEE FINISH SCHEDULE FOR TYPE
FINISH FLOOR, SEE ROOM FINISH
SCHEDULE
CONCRETE SLAB ON
GRADE, SEE CIVIL AND
LANDSCAPE
SEALANT AND BACKER
ROD, TYP
INTERIOR EXTERIOR
6"
FINISH AS OCCURS, SEE INTERIOR
ELEVATIONS AND FINISH SCHEDULE
DRIP FLASHING,
PREFINISHED TO MATCH
VERTICAL METAL SIDING
CLOSURE PER
MANUFACTURER
PANEL CLIP PER
MANUFACTURER
CLIP FASTENER PER
MANUFACTURER
FLASHING TAPE PER
MANUFACTURER
BUILDING PAPER
VERTICAL METAL SIDING,
SEE FINISH SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
M
IN.
2"
CONCRETE CURB, SEE STRUCTURAL
BATT INSULATION
WALL BASE WHERE OCCURS, SEE
ROOM FINISH SCHEDULE
GYPSUM BOARD WHERE OCCURS,
SEE FINISH SCHEDULE FOR TYPE
PLYWOOD SHEATHING, SEE
STRUCTURAL
BUILDING PAPER
FINISH FLOOR, SEE ROOM FINISH
SCHEDULE
FINISH GRADE, SEE CIVIL AND
LANDSCAPE
CONCRETE CURB, SEE STRUCTURAL
INTERIOR EXTERIOR
6"
HORIZONTAL METAL SIDING, SEE
FINISH SCHEDULE
FINISH AS OCCURS, SEE INTERIOR
ELEVATIONS AND FINISH SCHEDULE
CONCRETE CURB, SEE STRUCTURAL
FLASHING TAPE PER
MANUFACTURER
HORSESHOE SHIM PER
MANUFACTURER
Z-METAL PER MANUFACTURER'S
RECOMMENDATION
TRIM FASTENER PER MANUFACTURER
DRIP FLASHING, PREFINISHED TO
MATCH HORIZONTAL METAL SIDING
M
IN.
4"
BATT INSULATION
WALL BASE WHERE OCCURS, SEE
ROOM FINISH SCHEDULE
GYPSUM BOARD WHERE OCCURS,
SEE FINISH SCHEDULE FOR TYPE
FINISH FLOOR, SEE ROOM FINISH
SCHEDULE
CONCRETE SLAB ON GRADE, SEE
CIVIL AND LANDSCAPE
SEALANT AND BACKER ROD, TYP
INTERIOR EXTERIOR
6"
FINISH AS OCCURS, SEE INTERIOR
ELEVATIONS AND FINISH SCHEDULE
DRIP FLASHING, PREFINISHED TO
MATCH HORIZONTAL METAL SIDING
FLASHING TAPE PER
MANUFACTURER
BUILDING PAPER
HORIZONTAL METAL SIDING, SEE
FINISH SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
Z-METAL PER MANUFACTURER'S
RECOMMENDATION
HORSESHOE SHIM PER
MANUFACTURER
TRIM FASTENER PER MANUFACTURER
M
IN.
2"
CONCRETE CURB, SEE STRUCTURAL
BATT INSULATION
WALL BASE WHERE OCCURS, SEE
ROOM FINISH SCHEDULE
GYPSUM BOARD WHERE OCCURS,
SEE FINISH SCHEDULE FOR TYPE
FINISH FLOOR, SEE ROOM FINISH
SCHEDULE
INTERIOR EXTERIOR
6"
FINISH AS OCCURS, SEE INTERIOR
ELEVATIONS AND FINISH SCHEDULE BUILDING PAPER
PLYWOOD SHEATHING,
SEE STRUCTURAL
Z-METAL PER MANUFACTURER'S
RECOMMENDATION
HORSESHOE SHIM PER
MANUFACTURER
TRIM FASTENER PER MANUFACTURER
DRIP FLASHING, PREFINISHED TO
MATCH HORIZONTAL METAL SIDING
HORIZONTAL METAL SIDING, SEE
FINISH SCHEDULE
FLASHING TAPE PER
MANUFACTURER
FINISH GRADE, SEE CIVIL AND
LANDSCAPE
M
IN.
4"
CONCRETE CURB, SEE STRUCTURAL
BATT INSULATION
WALL BASE WHERE
OCCURS, SEE ROOM
FINISH SCHEDULE
GYPSUM BOARD WHERE
OCCURS, SEE FINISH
SCHEDULE FOR TYPE
FINISH FLOOR, SEE ROOM
FINISH SCHEDULE
CONCRETE SLAB ON
GRADE, SEE CIVIL AND
LANDSCAPE
SEALANT AND BACKER
ROD, TYP
INTERIOR EXTERIOR
6"
FINISH AS OCCURS, SEE
INTERIOR ELEVATIONS
AND FINISH SCHEDULE
EXTRUSIONS AND CLIPS
PER MANUFACTURER
BUILDING PAPER
METAL PANEL
SYSTEM, SEE FINISH
SCHEDULE
PLYWOOD SHEATHING,
SEE STRUCTURAL
THERMAL
SEPARATOR PER
MANUFACTURER
CONCRETE CURB,
SEE STRUCTURAL
M
IN.
2"
BUILDING PAPER
METAL PANEL
SYSTEM, SEE FINISH
SCHEDULE
PLYWOOD
SHEATHING, SEE
STRUCTURAL
THERMAL
SEPARATOR PER
MANUFACTURER
EXTRUSIONS AND
CLIPS PER
MANUFACTURER
FINISH GRADE, SEE
CIVIL AND
LANDSCAPE
PLYWOOD
SHEATHING, SEE
STRUCTURAL
METAL PANEL
SYSTEM, SEE FINISH
SCHEDULE
BUILDING PAPER
THERMAL
SEPARATOR PER
MANUFACTURER
EXTRUSIONS AND
CLIPS PER
MANUFACTURER
CONCRETE SLAB
ON GRADE, SEE
CIVIL AND
LANDSCAPE
SEALANT AND BACKER ROD, TYP
CONCRETE CURB,
SEE STRUCTURAL
4" M
IN.
2" M
IN.
CONCRETE CURB, SEE STRUCTURAL
SOLID SURFACE, SEE FINISH
SCHEDULE
SHOWER PAN
GYPSUM BOARD WHERE
OCCURS, SEE FINISH
SCHEDULE FOR TYPEGYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE
BATT INSULATION
DEPRESSED SLAB, SEE STRUCTURAL
WATERPROOF MEMBRANE
FINISH GRADE, SEE CIVIL AND
LANDSCAPE
DRIP FLASHING,
PREFINISHED TO MATCH
HORIZONTAL METAL
SIDING
TRIM FASTENER PER
MANUFACTURER
HORSESHOE SHIM PER
MANUFACTURER
Z-METAL PER MANUFACTURER'S
RECOMMENDATION
FLASHING TAPE PER
MANUFACTURER
HORIZONTAL METAL SIDING, SEE
FINISH SCHEDULE
BUILDING PAPER
INTERIOR EXTERIOR
M
IN.
4"
PLYWOOD SHEATHING, SEE
STRUCTURAL
BUILDING PAPER
FINISH GRADE, SEE CIVIL AND
LANDSCAPE
CONCRETE CURB, SEE STRUCTURAL
INTERIOR EXTERIOR
6"
HORIZONTAL METAL SIDING, SEE
FINISH SCHEDULE
CONCRETE CURB, SEE STRUCTURAL
DRIP FLASHING, PREFINISHED TO
MATCH HORIZONTAL METAL SIDING
DEPRESSED SLAB, SEE STRUCTURAL
SHOWER PAN
WATERPROOF MEMBRANE
SOLID SURFACE, SEE FINISH
SCHEDULE
GYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE
BATT INSULATION
M
IN.
4"
TRIM FASTENER PER
MANUFACTURER
HORSESHOE SHIM PER
MANUFACTURER
Z-METAL PER
MANUFACTURER'S
RECOMMENDATION
FLASHING TAPE PER
MANUFACTURER
BUILDING PAPER
METAL PANEL
SYSTEM, SEE FINISH
SCHEDULE
PLYWOOD
SHEATHING, SEE
STRUCTURAL
THERMAL
SEPARATOR PER
MANUFACTURER
EXTRUSIONS AND
CLIPS PER
MANUFACTURER
PLYWOOD
SHEATHING, SEE
STRUCTURAL
METAL PANEL
SYSTEM, SEE FINISH
SCHEDULE
BUILDING PAPER
THERMAL
SEPARATOR PER
MANUFACTURER
EXTRUSIONS AND
CLIPS PER
MANUFACTURER
CONCRETE SLAB
ON GRADE, SEE
CIVIL AND
LANDSCAPE
SEALANT AND BACKER ROD, TYP SEALANT AND
BACKER ROD, TYP
CONCRETE SLAB
ON GRADE, SEE
CIVIL AND
LANDSCAPE
CONCRETE CURB,
SEE STRUCTURAL
2" M
IN.
2" M
IN.
BUILDING PAPER
METAL PANEL
SYSTEM, SEE FINISH
SCHEDULE
PLYWOOD
SHEATHING, SEE
STRUCTURAL
THERMAL
SEPARATOR PER
MANUFACTURER
EXTRUSIONS AND
CLIPS PER
MANUFACTURER
PLYWOOD
SHEATHING, SEE
STRUCTURAL
METAL PANEL
SYSTEM, SEE FINISH
SCHEDULE
BUILDING PAPER
THERMAL
SEPARATOR PER
MANUFACTURER
EXTRUSIONS AND
CLIPS PER
MANUFACTURER
CONCRETE CURB,
SEE STRUCTURAL
FINISH GRADE, SEE
CIVIL AND
LANDSCAPE FINISH GRADE, SEE
CIVIL AND
LANDSCAPE
4" M
IN.
4" M
IN.
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
CURB DETAILS
200102
A7.6
BC
JK
MM
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:3" = 1'-0"A7.6
C2 CURB AT SHOWER PAN
SCALE:3" = 1'-0"A7.6
D2 CURB AT INTERIOR
SCALE:3" = 1'-0"A7.6
A2 CURB AT VERTICAL METAL SIDING - FINISH GRADE
SCALE:3" = 1'-0"A7.6
D1 DOUBLE CURB AT INTERIOR
SCALE:3" = 1'-0"A7.6
A1 CURB AT VERTICAL METAL SIDING - CONCRETE
SCALE:3" = 1'-0"A7.6
D3 DOUBLE CURB AT HORIZONTAL METAL SIDING - FINISH GRADE SCALE:3" = 1'-0"A7.6
A3 CURB AT HORIZONTAL METAL SIDING - CONCRETE
SCALE:3" = 1'-0"A7.6
A4 CURB AT HORIZONTAL METAL SIDING - FINISH GRADE
SCALE:3" = 1'-0"A7.6
B1 CURB AT METAL PANEL - CONCRETE
SCALE:3" = 1'-0"A7.6
B2 CURB AT METAL PANEL - CONCRETE & FINISH GRADE
SCALE:3" = 1'-0"A7.6
C1 CURB AT HORIZONTAL METAL SIDING & SHOWER PAN - FINISH GRADE SCALE:3" = 1'-0"A7.6
C3 DOUBLE CURB AT HORIZONTAL METAL SIDING & SHOWER PAN - FINISH GRADE SCALE:3" = 1'-0"A7.6
B3 CURB AT METAL PANEL - CONCRETE
SCALE:3" = 1'-0"A7.6
B4 CURB AT METAL PANEL - FINISH GRADE
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 251 of 321
EXTERIOR INTERIOR
SECTION VIEW
PLYWOOD SHEATHING,
SEE STRUCTURAL
CLOSURE PER
MANUFACTURER, TYP.
PREFINISHED CORNER TRIM TO
MATCH METAL SIDING
METAL SIDING, SEE FINISH
SCHEDULE, TYP.
PANEL CLIP PER MANUFACTURER,
TYP.
FASTENER PER MANUFACTURER, TYP.
BUILDING PAPER,
EXTEND AT LEAST
ONE LAYER OF
BUILDING PAPER
FROM EACH
DIRECTION
AROUND CORNER
12" MIN.
EXTERIOR INTERIOR
SECTION VIEW
PREFINISHED CORNER TRIM TO
MATCH METAL SIDING
METAL SIDING, SEE FINISH
SCHEDULE, TYP.
PANEL CLIP PER MANUFACTURER,
TYP.
FASTENER PER MANUFACTURER, TYP.
Z-METAL PER MANUFACTURER
METAL SOFFIT, SEE FINISH SCHEDULE
BUILDING PAPER,
EXTEND AT LEAST
ONE LAYER OF
BUILDING PAPER
FROM EACH
DIRECTION
AROUND CORNER
12" MIN.
2 3/4"
EXTERIOR INTERIOR
PLAN VIEW
PLYWOOD SHEATHING, SEE
STRUCTURAL
METAL SIDING, SEE FINISH
SCHEDULE, TYP.
SEALANT PER
MANUFACTURER, TYP.
PREFINISHED CORNER TRIM TO
MATCH METAL SIDING
STARTER CLEAT PER
MANUFACTURER, TYP.
Z-METAL PER
MANUFACTURER
FASTENER PER
MANUFACTURER,
TYP.
BUILDING PAPER,
EXTEND AT LEAST
ONE LAYER OF
BUILDING PAPER
FROM EACH
DIRECTION
AROUND CORNER
12" MIN.
EXTERIOR INTERIOR
PLAN VIEW
PLYWOOD SHEATHING, SEE
STRUCTURAL
METAL SIDING, SEE FINISH
SCHEDULE, TYP.
SEALANT PER
MANUFACTURER, TYP.
PREFINISHED CORNER TRIM TO
MATCH METAL SIDING Z-METAL PER
MANUFACTURER
FASTENER PER
MANUFACTURER,
TYP.
CLOSURE PER MANUFACTURER, TYP.
PANEL CLIP PER MANUFACTURER,
TYP.
BUILDING PAPER,
EXTEND AT LEAST
ONE LAYER OF
BUILDING PAPER
FROM EACH
DIRECTION
AROUND CORNER
12" MIN.
INTERIOR EXTERIOR
PLAN VIEW
PLYWOOD SHEATHING, SEE
STRUCTURAL
METAL SIDING, SEE FINISH
SCHEDULE, TYP.
SEALANT PER
MANUFACTURER, TYP.
PREFINISHED CORNER TRIM TO
MATCH METAL SIDING
STARTER CLEAT PER
MANUFACTURER, TYP.FASTENER PER
MANUFACTURER,
TYP.
PANEL CLIP PER
MANUFACTURER,
TYP.
BUILDING PAPER, EXTEND
AT LEAST ONE LAYER OF
BUILDING PAPER FROM
EACH DIRECTION
AROUND CORNER 12"
MIN.
INTERIOR EXTERIOR
PLAN VIEW
PLYWOOD SHEATHING, SEE
STRUCTURAL
METAL SIDING, SEE FINISH
SCHEDULE, TYP.
PREFINISHED CORNER TRIM TO
MATCH METAL SIDING
FASTENER PER
MANUFACTURER,
TYP.
CLOSURE PER
MANUFACTURER,
TYP.
BUILDING PAPER, EXTEND
AT LEAST ONE LAYER OF
BUILDING PAPER FROM
EACH DIRECTION
AROUND CORNER 12"
MIN.
PLYWOOD SHEATHING, SEE
STRUCTURAL
PREFINISHED METAL FLASHING
SEALANT PER
MANUFACTURER,
TYP.
SEALANT PER
MANUFACTURER,
TYP.
PENETRATION
FASTENER PER
MANUFACTURER,
TYP.
CLOSURE PER
MANUFACTURER,
TYP.
EXTERIOR INTERIOR
SECTION VIEW
EXTERIOR
SECTION VIEW
PLYWOOD SHEATHING, SEE
STRUCTURAL
METAL PANEL, SEE FINISH
SCHEDULE, TYP.
WEEP AND BAFFLE PER
MANUFACTURER
BUILDING PAPER, EXTEND
AT LEAST ONE LAYER OF
BUILDING PAPER FROM
EACH DIRECTION
AROUND CORNER 12"
MIN.
EXTERIOR
PLAN VIEW
PLYWOOD SHEATHING, SEE
STRUCTURAL
METAL PANEL, SEE FINISH
SCHEDULE, TYP.
BUILDING PAPER, EXTEND
AT LEAST ONE LAYER OF
BUILDING PAPER FROM
EACH DIRECTION
AROUND CORNER 12"
MIN.
INTERIOR
EXTERIOR INTERIOR
PLAN VIEW
PLYWOOD
SHEATHING, SEE
STRUCTURAL
FASTENER PER
MANUFACTURER,
TYP.
CLOSURE PER
MANUFACTURER, TYP.
PANEL CLIP PER
MANUFACTURER, TYP.
METAL PANEL, SEE FINISH SCHEDULE,
TYP.
EXTRUSIONS AND
CLIPS PER
MANUFACTURER,
TYP.
FASTENER AND SEALANT PER
MANUFACTURER, TYP.
PREFINISHED TRIM TO MATCH METAL
SIDING
SEALANT AND BACKER ROD PER
MANUFACTURER, TYP.
BUILDING PAPER,
EXTEND AT LEAST
ONE LAYER OF
BUILDING PAPER
FROM EACH
DIRECTION
AROUND CORNER
12" MIN.
EXTERIOR INTERIOR
PLAN VIEW
PLYWOOD SHEATHING,
SEE STRUCTURAL
METAL PANEL, SEE FINISH SCHEDULE,
TYP.
EXTRUSIONS AND CLIPS PER
MANUFACTURER, TYP.
SEALANT AND BACKER ROD PER
MANUFACTURER, TYP.
PREFINISHED TRIM TO
MATCH METAL SIDING
FASTENER AND SEALANT PER
MANUFACTURER, TYP.
BUILDING PAPER,
EXTEND AT LEAST
ONE LAYER OF
BUILDING PAPER
FROM EACH
DIRECTION
AROUND CORNER
12" MIN.
EXTERIOR
INTERIOR
PLAN VIEW
EXTRUSIONS AND CLIPS PER
MANUFACTURER, TYP.
METAL PANEL, SEE FINISH SCHEDULE,
TYP.
REVEAL PER MANUFACTURER, TYP.
PLYWOOD SHEATHING, SEE
STRUCTURAL
BUILDING PAPER
INTERIOR EXTERIOR
SECTION VIEW
PLYWOOD SHEATHING, SEE
STRUCTURAL
METAL PANEL, SEE
FINISH SCHEDULE,
TYP.
EXTRUSIONS AND CLIPS PER
MANUFACTURER, TYP.
WEEP AND BAFFLE PER
MANUFACTURER
REVEAL PER
MANUFACTURER, TYP.
BUILDING PAPER
3 45/64"
PLYWOOD SHEATHING,
SEE STRUCTURAL
SEALANT PER
MANUFACTURER, TYP.
PENETRATION
FASTENER PER
MANUFACTURER, TYP.
CLOSURE PER
MANUFACTURER, TYP.
EXTERIOR INTERIOR
SECTION VIEW
EXTERIOR
INTERIOR
SECTION VIEW
PLYWOOD SHEATHING,
SEE STRUCTURAL
EXTRUSIONS AND CLIPS
PER MANUFACTURER,
TYP.
SEALANT
METAL SIDING, SEE FINISH
SCHEDULE, TYP.
PANEL CLIP PER MANUFACTURER,
TYP.
FASTENER PER MANUFACTURER, TYP.
BUILDING PAPER,
EXTEND AT LEAST
ONE LAYER OF
BUILDING PAPER
FROM EACH
DIRECTION
AROUND CORNER
12" MIN.
SECTION VIEW
PLYWOOD SHEATHING, SEE
STRUCTURAL
METAL PANEL, SEE FINISH
SCHEDULE, TYP.
BUILDING PAPER, EXTEND
AT LEAST ONE LAYER OF
BUILDING PAPER FROM
EACH DIRECTION
AROUND CORNER 12"
MIN.
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
DETAILS
200102
A7.7
BC
JK
KG
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:3" = 1'-0"A7.7
A3 MTL-2 SOFFIT AT MTL-3
SCALE:3" = 1'-0"A7.7
A4 MTL-2 SOFFIT AT MTL-3
SCALE:3" = 1'-0"A7.7
C4 MTL-3 INSIDE CORNER
SCALE:3" = 1'-0"A7.7
C3 MTL-2/MTL-3 INSIDE CORNER
SCALE:3" = 1'-0"A7.7
B4 MTL-3 OUTSIDE CORNER
SCALE:3" = 1'-0"A7.7
B3 MTL-2 OUTSIDE CORNER
SCALE:3" = 1'-0"A7.7
D4 PENETRATION AT MTL-3
SCALE:3" = 1'-0"A7.7
B1 MCM-1 EYEBROW
SCALE:3" = 1'-0"A7.7
B2 MCM-1 OUTSIDE CORNER
SCALE:3" = 1'-0"A7.7
C1 MCM-1/MTL-2 INSIDE CORNER
SCALE:3" = 1'-0"A7.7
C2 MCM-1/MTL-3 INSIDE CORNER
SCALE:3" = 1'-0"A7.7
D1 MCM-1 VERTICAL JOINT
SCALE:3" = 1'-0"A7.7
D2 MCM-1 HORIZONTAL JOINT
SCALE:3" = 1'-0"A7.7
D3 PENETRATION AT MTL-2
SCALE:3" = 1'-0"A7.7
A2 MTL-1 SOFFIT AT MTL-3
SCALE:3" = 1'-0"A7.7
A1 MCM-1 SOFFIT
FOR
CONSTRUCTION
05/18/21
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FIRE SUPPRESSION OR FIRE
DETECTION DEVICE
LIGHT FIXTURE, PER
ELECTRICAL DWGS. REFER TO
ARCHITECTURAL RCP FOR
LAYOUT
EQ
EQ
EQ
EQ
EQ EQ
NOTE:
ALL CEILING DEVICES TO BE
CENTERED ON CEILING TILES U.N.O.
ON ARCHITECTURAL REFLECTED
CEILING PLAN.
CROSS RUNNERS, TYP.
HANGER WIRE, AS INDICATED
BELOW WITH MIN. 3 TIGHT TURNS
WITHIN THE FIRST 1-1/2" AT BOTH
ENDS OF WIRE, TYPICAL. ANCHOR
TO STRUCTURE PER DETAIL B2/A7.5
SEE FINISH SCHEDULE & SPECS FOR
TYPE OF CEILING TILE, TYPICAL
RIGID BRACING & COMPRESSION
STRUT. SEE DETAIL
MAIN RUNNERS, TYP.
CROSS RUNNER
MAIN RUNNER
ITEM
GALV. HANGER
WIRES (EA. WAY)
ACOUSTICAL PANEL CLG.
"HEAVY DUTY" PER ASTM C635
#12 GA. @ 4'-0" O.C.
RIGID BRACING
& COMP. STRUT
PER @ 12'-0" O.C.
EA. WAY
"HEAVY DUTY" PER ASTM C635
*SECTION PROPERTIES FOR COLD ROLLED CHANNELS (CRC)
AND HAT CHANNELS SHALL BE IN COMPLIANCE WITH SSMA
(ICC ER-4943P)
7/8"
8" MAX.
3/4"
"UNATTACHED WALL""ATTACHED WALL "
7/8"
BASIS-OF-DESIGN: PRODUCT/SYSTEM
IS COMPLIANT WITH ICC-ESR-1308
FOR SEISMIC DESIGN CATEGORY "D."HEAVY-DUTY RUNNERS, TYP.
PERIMETER WALL
MOLDING, TYP
MANUFACTURER'S
PROPRIETARY
ATTACHMENT
"BERC-2" CLIP,
TYP.
MANUFACTURER'S
PROPRIETARY
ATTACHMENT
"BERC-2" CLIP, TYP.
8" MAX.
SUSPENSION
SYSTEM
1 3/4"
HEAVY-DUTY
TEGULAR
RUNNERS, TYP. 9/16"
EDGE DETAIL
1 1
/
2 "
HANGER WIRE (TYP.)
MAIN OR CROSS RUNNER
MIN. 4 TIGHT TURNS
LAY-IN CLG. PANEL TYP.
CLOSURE ANGLE.
REFER TO NOTE 1.
NOTE 1. ONE END OF CEILING GRID SHALL BE POP RIVETED TO THE CLOSURE ANGLE. THE
OTHER END IN EACH HORIZONTAL DIRECTION SHALL BE ATTACHED BY SLOTTED CLIP, ESR-1308. AS SHOWN ABOVE DETAIL AND SEE LOCATION DIAGRAM 7/8"
CEILING GRID PLAN @ EDGE
TRACK CONNECTION TO WALL
POP RIVETS
PLAN VIEW
2" BEAM END
RETAINING
CLIP JOINS
(BERC2), PER
ESR-1308
CAT 4
8" MAX.
12 GA. WIRE TYP
COMPRESSION STRUT TABLE
1 - 3 5/8" x 25 GA. MTL. STUD
2 - 1 5/8" x 25 GA. MTL STUDS W/ SHEET MTL. SCREWS @ 12" O.C. 2 - 2 1/2" x 25 GA. MTL. STUDS W/ SHEET MTL. SCREWS @ 12" O.C. 2 - 3 5/8" x 25 GA. MTL STUDS W/ SHEET MTL. SCREWS @ 12" O.C.
DESCRIPTION
PROVIDE VERTICAL
WIRE HANGERS @
4'-0" O.C. EA. WAY
(TYP.)
VERTICAL METAL STUD COMPRESSION
STRUT @ 12'-0" EA. WAY MAX. SECURE TO
CEILING SYSTEM W/SHEET METAL SCREWS.
SEE BRACING DETAIL & TABLE BELOW.
A
LENGTH OF STRUT
0" TO 8'-0"
8'-1" TO 10'-0"
10'-1" TO 15'-0"
15'-1" TO 20'-0"
TYPE
A
B
B
B
METAL STUD
SHEET MTL. SCREW
SCHEDULED
CEILING SYSTEM
B
WALL
SECURE TO STRUCTURE W/
POWER DRIVEN FASTENERS
1. SUSPENDED CEILINGS SHALL COMPLY WITH ASCE 7 13.5.6.2.2
2. PERIMETER SUPPORT ON MINIMUM 2" CLOSURE ANGLES, 2 ADJACENT ENDS OF CEILING GRID SHALL BE ATTACHED TO CLOSURE ANGLES WHILE OTHER ENDS SHALL HAVE 3/4" CLEARANCE FROM WALLS AND REST UPON AND BE FREE TO SLIDE ON CLOSURE ANGLES. 8"
4'-0" MAX.
STRUT W/DIAGONAL WIRE BRACING
12'-0"O.C. EA. DIRECTION MAX. FOR
13' M
AX.
VARIES AFF
TYP
45°
NOTES:
MECHANICAL AND LIGHT FIXTURES SHALL BE CONNECTED TO (1) VERTICAL 12 GA. WIRE ATTACHED TO OPPOSING CORNERS ALONG FIXTURES DIAGONAL.
12 GA. SPLAYED BRACING WIRES AT 12 FEET
O.C. MAX WITHIN 6 FEET FROM EACH WALL
AND SHALL BE 6' MIN. FROM PIPES AND
DUCTWORK
18 GA WIRE TIE
CROSS-FURRING
7/8" GALV. HAT SECTION
FURRING CHANNEL AT
16" O.C. MAX. 25 GA. AT
INTERIOR, 20 GA. AT EXTERIOR
APPLICATIONS
COMPRESSION STRUT 25 GA.
METAL STUD WITH 7/8" FLANGE
12'-0" O.C. EACH WALL
MAIN RUNNER:
1-1/2" DEEP, 7/16" FLANGE X A75 LB./FT.
MIN. COLD ROLLED CHANNEL AT 48"
O.C. MAX. WITH 8 GA. VERT. HANGER
WIRE AT 48" O.C. WITH 3 TURNS IN
1'1/2"
NOTE: PERIMETER WIRES
TO BE 8" FROM WALL
2" MAX.2" MAX.
C
90° MIN
45°
MAX.
45°
MAX.
L
45°
MAX.
90° MIN.
LATERAL FORCE BRACING MEMBERS SHALL BE A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT
WORK NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES FOR STRUTS 4' TO 8' IN LENGTH, A MINIMUM 25 GA. METAL STUD WITH 1-5/8" FLANGE AND 1/2" LIP MAY BE USED.
PROVIDE CALS FOR STRUTS GREATER THAN 8' IN LENGTH
FACE OF FINISH
WALL
ACT, SEE FINISH
SCHEDULE
STOREFRONT AS
SCHEDULED
1"
ACT WHERE OCCURS GYPSUM BOARD CEILING WHERE
OCCURS
WOOD FRAMING, SEE STRUCTURAL
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE
BATT INSULATION, SEE BUILDING
SECTIONS FOR TYPE
LOCKING CHANNEL
SECTION VIEW
6"
ACT WHERE OCCURS
FRAMING AS OCCURS, SEE
STRUCTURAL
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE
8'-0"
ACT WHERE OCCURS
GYPSUM BOARD, SEE FINISH
SCHEDULE FOR TYPE
ROOF FRAMING, SEE
STRUCTURAL
GYPSUM BOARDGYPSUM BOARD
TRIM
HANGER WIRE
LAY-IN CLG. PANEL TYP.
EXTERIOR
INTERIOR
SECTION VIEW
Z-METAL PER
MANUFACTURER
METAL PANEL, SEE FINISH
SCHEDULE, TYP.
EXTRUSIONS AND CLIPS PER
MANUFACTURER, TYP.
BUILDING PAPER, EXTEND
AT LEAST ONE LAYER OF
BUILDING PAPER FROM
EACH DIRECTION
AROUND CORNER 12"
MIN.
PREFINISHED METAL
FLASHING TO MATCH
METAL PANEL
SEALANT AND BACKER
ROD
HORSESHOE SHIM PER
MANUFACTURER
TRIM FASTENER PER
MANUFACTURER
METAL PANEL, SEE FINISH
SCHEDULE, TYP.
EXTERIOR
INTERIOR
SECTION VIEW
METAL PANEL, SEE FINISH
SCHEDULE, TYP.
EXTRUSIONS AND CLIPS PER
MANUFACTURER, TYP.
BUILDING PAPER, EXTEND
AT LEAST ONE LAYER OF
BUILDING PAPER FROM
EACH DIRECTION
AROUND CORNER 12"
MIN.
PREFINISHED METAL
FLASHING TO MATCH
METAL PANEL
SEALANT AND BACKER
ROD
METAL SIDING, SEE FINISH
SCHEDULE, TYP.
FLASHING TAPE PER
MANUFACTURER
PANEL CLIP PER
MANUFACTURER
CLIP FASTENER PER
MANUFACTURER
CLOSURE PER
MANUFACTURER
ECKEFRAI
REN. 09/10/21
FEAT
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LFCAOI
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C018223
.
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DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
DETAILS
200102
A7.8
BC
JK
GG
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:3/4" = 1'-0"A7.8
B2 TYPICAL ACOUSTICAL PANEL CEILING
SCALE:12" = 1'-0"A7.8
B3 CEILING SUSPENSION DETAIL
SCALE:3" = 1'-0"A7.8
A2 CEILING SUSPENSION SYSTEM & EDGE
SCALE:6" = 1'-0"A7.8
B4 EDGE DETAIL
SCALE:1/2" = 1'-0"A7.8
B1 SUSPENDED CEILING DETAIL
SCALE:3" = 1'-0"A7.8
A4 SUSPENDED CEILING DETAIL
SCALE:3" = 1'-0"A7.8
C4 ACT AT STOREFRONT
SCALE:3" = 1'-0"A7.8
D4 TYPICAL GYPSUM BOARD WRAPPED WALL
SCALE:3" = 1'-0"A7.8
D3 SOFFIT
SCALE:3" = 1'-0"A7.8
C3 TYPICAL PLENUM
SCALE:3" = 1'-0"A7.8
C2 ACOUSTICAL CLOUD EDGE DETAIL
SCALE:3" = 1'-0"A7.8
D1 MCM-1/MTL-2 BASE
SCALE:3" = 1'-0"A7.8
D2 MCM-1/MTL-3 BASE
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 253 of 321
VARIES, SEE INTERIO
R ELEVATIO
NS
1'-3"
3"
2"
ADJUSTABLE SHELF CLIPS AND
STANDARDS
3/4" THICK PLYWOOD ADJUSTABLE
SHELF WITH WHITE MELAMINE FINISH,
TYP.
WHITE MELAMINE FINISH, TYP.
PULLS, ALL PULLS SHALL ALIGN, TYP.
PLASTIC LAMINATE LIGHT VALANCE
LIGHT FIXTURE WHERE OCCURS, SEE
ELECTRICAL
3/4" THICK PLYWOOD WITH PLASTIC
LAMINATE, SEE FINISH SCHEDULE
MIRROR FRAME
MIRROR
FACE OF WALL
SEALANT
1 1/2"
WALL MOUNTED MIRROR
COUNTERTOP, SEE FINISH SCHEDULE
CHAMFERED EDGE
APRON, SEE FINISH SCHEDULE
CONCEALED BRACKET AT OPEN
END AND 30" O.C. MAX
2" X 3" @ 16" O.C.
UNDERMOUNT SINK, SEE PLUMBING
AND T-4
FOUR (4) 1/2" - MACHINED BOLTS
PER STUD
KNEE AND TOE CLEARANCES PER
2019 CBC 11B-306.2 & 11B-306.3
9" M
IN.
MAX.
6"
29" M
IN.
BACKSPLASH
2'-10"
1"
27" M
IN.
2'-10"
4"
3"
2'-1"
1"
1 1/2"
PLASTIC LAMINATE BASE
CHAMFERED EDGE
ADJUSTABLE SHELF CLIPS AND
STANDARDS
3/4" THICK PLYWOOD ADJUSTABLE
SHELF WITH WHITE MELAMINE FINISH,
TYP.
3/4" THICK PLYWOOD WITH PLASTIC
LAMINATE, SEE FINISH SCHEDULE
WHITE MELAMINE FINISH, TYP.
DRAWERS WITH FULL EXTENSION
SLIDES
PULLS, ALL PULLS SHALL ALIGN, TYP.
COUNTERTOP, SEE FINISH SCHEDULE
BACKSPLASH WHERE OCCURS, SEE
FINSH SCHEDULE AND INTERIOR
ELEVATIONS
5"
1 1/2"
2'-1"
MAX
6"
9" M
IN.
29" M
IN.
COUNTERTOP, SEE FINISH SCHEDULE
KNEE AND TOE CLEARANCES PER
2019 CBC 11B-306.2 & 11B-306.3
FOUR (4) 1/2" - MACHINED BOLTS
PER STUD
24"H X 21"W X 1 1/2" X 1/4" STEEL
ANGLE IRON AT ENDS AND 30" O.C.
- WELD TO 18" X 2" X 1/8" BAR -
FASTEN WITH 3/4" FLAT HEAD WOOD
SCREW TO COUNTERTOP
PLYWOOD-SUB-SURFACE
CHAMFERED EDGE
2'-10"
4"
2'-10"
4"
3"
5"
2'-1"
6" MAX.
9" M
IN.
17" MIN.
8" MIN.
27" M
IN.
1 1/2"
1"
BACKSPLASH WHERE OCCURS, SEE
FINSH SCHEDULE AND INTERIOR
ELEVATIONS
COUNTERTOP, SEE FINISH SCHEDULE
CHAMFERED EDGE
WHITE MELAMINE FINISH, TYP.
PULLS, ALL PULLS SHALL ALIGN, TYP.
3/4" THICK PLYWOOD WITH PLASTIC
LAMINATE DOOR WITH ATTACHED
PLASTIC LAMINATE BASE
3/4" THICK PLYWOOD WITH PLASTIC
LAMINATE TIP DRAWER, SEE FINISH
SCHEDULE
SINK, SEE PLUMBING
AND T-4
PLASTIC LAMINATE BASE
4"
3"
5"
2'-1"
1"
1 1/2"
PLASTIC LAMINATE BASE
CHAMFERED EDGE
ADJUSTABLE SHELF CLIPS AND
STANDARDS
3/4" THICK PLYWOOD WITH PLASTIC
LAMINATE, SEE FINISH SCHEDULE
3/4" THICK PLYWOOD ADJUSTABLE
SHELF WITH WHITE MELAMINE FINISH,
TYP.
WHITE MELAMINE FINISH, TYP.
DRAWERS WITH FULL EXTENSION
SLIDES
PULLS, ALL PULLS SHALL ALIGN, TYP.
COUNTERTOP, SEE FINISH SCHEDULE
2'-6"
3"
ADJUSTABLE SHELF CLIPS AND
STANDARDS
3/4" THICK PLYWOOD ADJUSTABLE
SHELF WITH WHITE MELAMINE FINISH,
TYP.
WHITE MELAMINE FINISH, TYP.
PULLS, ALL PULLS SHALL ALIGN, TYP.
3/4" THICK PLYWOOD WITH PLASTIC
LAMINATE, SEE FINISH SCHEDULE
6"
5"
5"
5"
5"
5"
5"
1/2" THICK PLYWOOD WITH PLASTIC
LAMINATE FIXED SHELVES, SEE FINISH
SCHEDULE
1'-3"
8'-4"3'-0"
2'-10"
SEALANT AT CORNERS, TYP.
WAINSCOT, SEE FINISH SCHEDULE
WATER RESISTANT GYPSUM BOARD
WALL PER PLAN
WATER RESISTANT GYPSUM BOARD
WAINSCOT, SEE FINISH SCHEDULE
PLYWOOD SHEATHING WHERE
OCCURS, SEE STRUCTURAL
WALL PER PLAN
WATER RESISTANT GYPSUM BOARD
WAINSCOT, SEE FINISH SCHEDULE
1 1/2"
1 1/2"
CORNER GUARD
FACE OF WALL
GYPSUM BOARD, SEE ROOM
FINISH SCHEDULE FOR TYPE
1 1/2"
1 1/2"
CORNER GUARD, ALIGN
WITH TOP OF WAINSCOT
FACE OF WALL
WAINSCOT AS SCHEDULED
GYPSUM BOARD, SEE ROOM
FINISH SCHEDULE FOR TYPE
FINISH FLOOR AS SCHEDULED
WALL BASE AS SCHEDULED
TERMINATE FRP TRIM, ALIGN
WITH TOP OF WALL BASE
FRP TRIM
FRP WAINSCOT AS SCHEDULED
FACE OF WALL
GYPSUM BOARD, SEE ROOM
FINISH SCHEDULE FOR TYPE
3"3"
3"
SOLID SURFACE TRIM AT ALL MIRRORS
AND PAPER TOWEL DISPENSERS THAT
INTERSECT SOLID SURFACE WAINSCOT,
U.O.N
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
DETAILS
200102
A7.9
BC
JK
GG
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1" = 1'-0"A7.9
A2 UPPER CASEWORK
SCALE:1" = 1'-0"A7.9
B2 COUNTERTOP WITH LAVATORY
SCALE:1" = 1'-0"A7.9
A3 BASE CASEWORK
SCALE:1" = 1'-0"A7.9
B1 CASEWORK
SCALE:1" = 1'-0"A7.9
B3 BASE CASEWORK
SCALE:1" = 1'-0"A7.9
B4 MAIL SLOT CASEWORK
SCALE:3" = 1'-0"A7.9
C2 WAINSCOT AT INSIDE EDGE
SCALE:3" = 1'-0"A7.9
C3 WAINSCOT
SCALE:3" = 1'-0"A7.9
C4 WAINSCOT AT CORNER
SCALE:6" = 1'-0"A7.9
D4 CORNER GUARD
SCALE:6" = 1'-0"A7.9
D3 CORNER GUARD AT WAINSCOT
SCALE:6" = 1'-0"A7.9
D2 FRP WAINSCOT WAINSCOT AT RUBBER BASE
SCALE:1/2" = 1'-0"A7.9
C1 SOLID SURFACE TRIM
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 254 of 321
1 1/2"
WALL PER PLAN
2X BLOCKING
CEMENTITIOUS BACKER BOARD
GRAB BAR, SEE D3/T-3
AND T-4
WAINSCOT, SEE FINISH
SCHEDULE
ATTACH GRAB BAR THRU WALL WITH
MOUNTING SCREWS TO 2X6 WOOD
BACKING PLATE SECURELY
FASTENED BETWEEN STUDS AS
REQUIRED
SLOPE TO
DRAI N
SLOPE TO
DRAI N
CONCRETE SLAB ON
GRADE, SEE CIVIL
FLOOR DRAIN, SEE PLUMBING
SLOPE TO
DRAI N
SLOPE TO
DRAI N
CONCRETE SLAB ON
GRADE, SEE CIVIL
FLOOR SINK, SEE PLUMBING
TOP OF MIRROR
FRENCH CLEAT
FACE OF WALL
20 "
WALL PER PLAN
GYPSUM BOARD, SEE ROOM FINISH
SCHEDULE FOR TYPE
RUBBER MAT BASE, SEE FINISH
SCHEDULE
MIRROR
2"x3/16" ALUMINUM FLAT BAR
BRACKET. FIELD VERIFY
BRACKET LOCATIONS
2" ALUMINUM TUBE FRAME
ALUMINUM SERRATED
RUNGS 1-1/4" SQ AT 12"OC MAX
ACCESS HATCH
LINE SHAFT WITH PLYWOOD
AND PAINT TO MATCH
1'-
0 "
1'-
0 "
6"
22"
V.I.F.
2"x3/16" ALUMINUM
FLAT BAR BRACKET
SOLID BLOCKING
8"
1'-
0 "
1'-
0 "
1'-
6 "
T.O.P. 1
13' -6"
MTL
3 2" STROKE, ALUMINUM PLATE CUT
OUT LETTERS IN TW CEN MT FONT,
MOUNTED WITH 3/4" STANDOFFS,
FACTORY APPLIED BAKED ENAMEL
FINISH
1'-3"3'-6"
1'-
2 "
1'-
4 "
4'-
0 "
1/4" THICK DIBOND,
DIGITALLY PRINTED
1440 DPI IN UV INK
WITH CLEAR
ANTI-GRAFFITI
CLEAR COAT
EQ 5'-0"EQ
MCM
1 4"
7"
11 "
1'-
1 1
"
EQ.10'-5"EQ.
2" STROKE, ALUMINUM
MOUNTED WITH 3/4"
STANDOFFS, FACTORY
APPLIED BAKED ENAMEL
FINISH
2" STROKE, ALUMINUM
MOUNTED WITH 3/4"
STANDOFFS, FACTORY
APPLIED BAKED ENAMEL
FINISH
2" STROKE, ALUMINUM
PLATE CUT OUT LETTERS IN
TIMES NEW ROMAN
FONT, MOUNTED WITH
3/4" STANDOFFS,
FACTORY APPLIED BAKED
ENAMEL FINISH
1" STROKE, ALUMINUM
PLATE CUT OUT LETTERS IN
CENTURY GOTHIC FONT,
MOUNTED WITH 3/4"
STANDOFFS, FACTORY
APPLIED BAKED ENAMEL
FINISH
C
E
N
T
E
R
L
O
G
O
O
N
P
A
N
E
L
EQ.8'-6"EQ.
EQ.9'-2"EQ.
THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED'
LETTERS SHALL BE
UPPER CASE, SAN
SERIF TYPE, 1" HIGH
1"
42" ABOVE THE
ATTIC DECK
SURFACE
FIRE RETARDENT FRP
SELF-CLOSING FRP
GATE
ALUMINUM POST
SUPPORTS
ALUMINUM POST
HINGE
STEEL CORNER BRACKETS
(HOT DIP GALVANIZED)
STAINLESS STEEL TORSION
ROD
ALUMINUM GATE HINGE
SAFETY EXTENSION ROD
STEEL CORNER BRACKETS (HOT
DIP GALVANIZED)
SAFETY EXTENSION ROD
20 GA. x 6" WIDE FLAT STOCK AND (2) #S12 S.M.S. TOP AND BOTTOM EACH END. FLAT STOCK TO EXTEND ACROSS
MINIMUM 3 STUDS
STUDS PER WALL TYPE DESIGNATION
NOTE:
1. APPLY BACKING AT CASEWORK, T.V., GUARD RAILS, GRAB BARS, MIRRORS,
WHITE BOARDS, DOOR STOPS, LOCKERS, FANS, AND OTHER TYPICAL LOCATIONS OF WALL MOUNTED EQUIPMENT.
ECKEFRAI
REN. 09/10/21
FEAT
ST
LFCAOI
L FEJ
C018223
.
O
AINR
ATZ
T
SNEC Y
DE CAR THI
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
02/11/21
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
DETAILS
200102
A7.10
BC
JK
HB
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:3" = 1'-0"A7.10
A2 GRAB BAR MOUNTING DETAIL
SCALE:3" = 1'-0"A7.10
A3 FLOOR DRAIN AT CONCRETE FLOOR
SCALE:3" = 1'-0"A7.10
A4 FLOOR SINK AT CONCRETE FLOOR
SCALE:6" = 1'-0"A7.10
B3 MIRROR WALL MOUNTING
SCALE:1 1/2" = 1'-0"A7.10
B4 MIRROR WALL MOUNTING AT BASE
SCALE:1/2" = 1'-0"A7.10
B2 ROOF ACCESS LADDER
SCALE:1" = 1'-0"A7.10
C2 EXTERIOR BUILDING SIGNAGE - ADDRESS
SCALE:1" = 1'-0"A7.10
D2 EXTERIOR BUILDING SEAL
SCALE:1" = 1'-0"A7.10
D3 EXTERIOR BUILDING SIGNAGE
SCALE:3" = 1'-0"A7.10
D1 EGRESS DECAL
SCALE:1" = 1'-0"A7.10
C1 ROOF ACCESS SAFETY RAIL DETAIL
SCALE:1" = 1'-0"A7.10
B1 ROOF ACCESS DETAIL
SCALE:3" = 1'-0"A7.10
A1 TYPICAL WALL BACKING PLATE
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 255 of 321
STRUCTURAL
NOTES
S1.0
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
RCH
DRO
DRO
Orie Engineering2
Structural and Bridge EngineersORIE2
STRUCTURAL
BRIDGE
9750 Miramar Road, Suite 310
San Diego, CA 92126
www.Orie2.com
200102
D
DON LA EIORR.
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 256 of 321
STRUCTURAL
NOTES
S1.1
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
RCH
DRO
DRO
Orie Engineering2
Structural and Bridge EngineersORIE2
STRUCTURAL
BRIDGE
9750 Miramar Road, Suite 310
San Diego, CA 92126
www.Orie2.com
200102
D
DON LA EIORR.
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 257 of 321
Table 25.3.1—Standard hook geometry for development of deformed bars in tension
Type of
standard
hook Bar size
No. 3 through
No. 8
90-degree
hook
No. 9 through
No. 11
No. 14 and
No. 18
No. 3 through
No. 8
180-degree
hook
No. 9 through
No. 11
No. 14 and
No. 18
Minimum inside
bend diameter, in.
6db
8db
12db
10db
6db
8db
10db
Greater of
4db and 2.5 in.
Straight
extension[1]
Lext, in.Type of standard hook
Table 25.3.2—Minimum inside bend diameters and standard hook geometry for stirrups, ties, and hoops
Type of stan-
dard hook Bar size
90-degree
hook
No. 3
through
No. 5
No. 6
through
No. 8
135-degree
hook
No. 3
through
No. 5
No. 6
through
No. 8
180-degree
hook
No. 3
through
No. 5
No. 6
through
No. 8
Minimum inside
bend diameter, in.
4db
6db
4db
Greater of 6db and
3 in.
6db
4db
6db
Straight extension[1]
Lext, in.
Greater of 6db and
3 in.
12db
Type of standard hook
Greater of
4db and
2.5 in.
TYPICAL
STRUCTURAL
DETAILS
S1.2
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
RCH
DRO
DRO
Orie Engineering2
Structural and Bridge EngineersORIE2
STRUCTURAL
BRIDGE
9750 Miramar Road, Suite 310
San Diego, CA 92126
www.Orie2.com
200102
D
DON LA EIORR.
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 258 of 321
TYPICAL
STRUCTURAL
DETAILS
S1.3
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
RCH
DRO
DRO
Orie Engineering2
Structural and Bridge EngineersORIE2
STRUCTURAL
BRIDGE
9750 Miramar Road, Suite 310
San Diego, CA 92126
www.Orie2.com
200102
D
DON LA EIORR.
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 259 of 321
TYPICAL
STRUCTURAL
DETAILS
S1.4
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
RCH
DRO
DRO
Orie Engineering2
Structural and Bridge EngineersORIE2
STRUCTURAL
BRIDGE
9750 Miramar Road, Suite 310
San Diego, CA 92126
www.Orie2.com
200102
D
DON LA EIORR.
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 260 of 321
’
™
’
TYPICAL
STRUCTURAL
DETAILS
S1.5
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
RCH
DRO
DRO
Orie Engineering2
Structural and Bridge EngineersORIE2
STRUCTURAL
BRIDGE
9750 Miramar Road, Suite 310
San Diego, CA 92126
www.Orie2.com
200102
D
DON LA EIORR.
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 261 of 321
TYPICAL
STRUCTURAL
DETAILS
S1.6
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
RCH
DRO
DRO
Orie Engineering2
Structural and Bridge EngineersORIE2
STRUCTURAL
BRIDGE
9750 Miramar Road, Suite 310
San Diego, CA 92126
www.Orie2.com
200102
D
DON LA EIORR.
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 262 of 321
1 1
2 2
3 4
5 6
6 7 8 9
10 A
B
C C
D D
E E
F
G
H H
J J
5" CONC. SLAB ON GRADE
REINF. W/ #4 @ 18" O.C. EA. WAY
OVER 15 MIL. VAPOR BARRIER
OVER 4" OF SAND
AF.L.
W
.
A
F.L.W.
A
F.L.W.
AF.L.
W
.
A F.L.
W
.
A F.L.
W
.
A F.L.
W
.
A
F.L.W.
A
F.L.W.
AF.L.
W
.
C
F.L.W.
B
F.L.W.
CF.L.
W
.
BF.L.
W
.
A F.L.
W
.
A F.L.
W
.
A F.L.
W
.
A
F.L.W.
6x6
6x6
6x6
6x6
6x6
6x6
6x6 6x6
6x6 6x6 6x6 6x6
6x6
6x6 6x6
6x6
6x6
6x6
6x6 6x6
6x6
6x6
6x6
6x6
HSS4X4X1/4 HSS4X4X1/4
1 S3.1
2 S3.1
6x6 6x6
HSS4X4X1/4
HSS4X4X1/4
FS
FD
FD FD
8" CMU WALL
6x6 6x6 6x6
W.P.J.
W.
P
.
J
.
FD
FD FD
FD
FD
FD
FD
1 S4.1
1 S4.1
1 S4.1
1 S4.1
1 S4.1
1 S4.1
1 S4.1
1 S4.1
1 S4.1
2 S4.1
4 S4.1
TYP.
3 S4.1 TYP.
5 S4.1 TYP.
6 S4.1 TYP.
7 S4.1
TYP.
3 S4.1TYP.
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
6x6
HSS4X4X1/4
HSS4X4X1/4
8 S4.1 TYP.
HSS4X4X1/4
HSS4X4X1/4
6x6
6x6
A F.L.
W
.
1 S4.5
6x6
A F.L.
W
.
A
F.L.W.
A
F.L.W.
A
F.L.W.
A
F.L.W.
A
F.L.W.
A
F.L.W.
4 S4.1
TYP.
HSS4X4X1/4
0' -
1 1
1 /
4 "
1' - 11"
0' - 11 1/4"
1' -
1 1
"
0' -
1 1
1 /
4 "
4' - 5 1/2"
0' - 11 1/4"
1' -
1 1
"
0' -
1 1
1 /
4 "
1' - 11"
7 S4.1
SIM.
TYP.
2 S4.5
FD
6x6 6x6
6x6 6x6
3' -
0 "
2' - 6"
3' - 0"
2' -
6 "
4 4
A
F.L.W.
2 2 2 2
2 2
A
F.L.W.
C
F.L.W.
5 52
2 4
4 3
S1.6
TYP.
W.
P
.
J
.
W.P.J.
W.
P
.
J
.
W.
P
.
J
.
2 2
2 S4.1
2 S4.1
1 S4.1
HSS4X4X1/4
6x6
6x6
A F.L.
W
.
A F.L.
W
.
3 S4.1
TYP.
TYP.
9 S4.1
6x6
BF.L.
W
.
4 4
3' - 0"
6x6
LEGEND:
INDICATES WALL AT THIS LEVEL
INDICATES POST STARTS AT THIS LEVEL
INDICATES HOLDOWN
INDICATES CONCRETE CURB AT WALL
INDICATES PLYWOOD FOR FULL LENGTH
OF WALL
INDICATES FLOOR DRAIN, SLOPE FLOOR
TO DRAIN
INDICATES FLOOR SINK
INDICATES SLAB JOINT PER
INDICATES DEPRESSED SLAB
POST
#
F.L.W.
FD
FS
W.P.J.
NOTES:
1. FOR DIMENSIONS NOT SHOWN, SEE ARCH.
2. FINISH FLOOR REFERENCE DATUM
ELEVATION = 0'-0", U.O.N.
3. INDICATES PLYWOOD SHEARWALL PER
4. INTERIOR WALLS WITH FOOTINGS SHALL BE FULL
HEIGHT
6. FOR NON-BEARING WALL CONNECTION AT BASE,
SEE
7. ALL HOLDOWN ANCHORS SHALL BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION, SEE
8. FOR OPENING IN SHEARWALL PANELS, SEE
9. FOR PIPES THRU FOOTING, SEE
10. SPECIAL INSPECTION IS REQ'D, SEE SHEET S1.0
11. SEE GENERAL NOTES AND TYPICAL DETAILS ON S1.0,
S1.1, S1.2, S1.3, S1.4, S1.5, AND S1.6
2 S1.3
9 S1.5
2 S1.3
1 S1.2
~
6 S1.4
3 S1.5
7 S1.5
3 S1.6
D
DON LA EIORR.
NG
C
EXP. 12-31-22
ETA
OF
TS
RE
TS UR
RNOIACLF
RTUA L AI
R
EE
EF
DER
ISTE
RPO S ASNOI
EGI
N
L
No. S3838
Orie Engineering2
OR IE 2
STRUCTURAL
BRIDGE
9750 Miramar Road, Suite 310
San Diego, CA 92126
www.Orie2.com
Structural and Bridge Engineers
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
FOUNDATION
PLAN
200102
S2.0
DRO
DRO
RCH
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
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SCALE:1/8" = 1'-0"S2.0
1 FOUNDATION PLAN
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 263 of 321
1 1
2 2
3 4
5 6
6 7 8 9
10 10
A
B
C C
D D
E E
F
G
H H
J J
5 1/4"x11 7/8" LVL
5 1
/
4 "
x
1 1
7 /
8 "
L
V
L
3 1/2"x11 7/8" LVL
5 1/4"x11 7/8" LVL
6x8 6x8 6x8
5 1/4"x11 7/8" LVL
5 1/4"x11 7/8" LVL
6x8
5 1/4"x16" LVL 5 1/4"x14" LVL
5 1/4"x9 1/2" LVL
6x105 1/4"x11 7/8" LVL6x10
6x6
6x6
6x6
6x6
6x6
6x6
6x6
6x6
6x6
6x6
6x66x6
6x6
6x6
6x6
6x66x6
6x6
6x6 6x6
6x8
6x6
6x6
6x6
6x6
5 1/4"x11 7/8" LVL
6x6
5 1
/
4 "
x
1 1
7 /
8 "
L
V
L
5 1/4"x11 7/8" LVL
5 1/4"x11 7/8" LVL6x6 K.P.6x6
ROOF JOISTS: 14" RED-I 45 @ 24" O.C. U.O.N.
1 S3.1
2 S3.1
5 1/4"x14" LVL
5 1/4"x11 7/8" LVL
6x6
6x6
6x86x8
6x8
2x14
6x6
6x6
6x6
6x6
1 S4.2
2 S4.2
2 S4.2
1 S4.2
2 S4.2
3 S4.2
TYP.
4 S4.2
5 S4.2TYP.
5 S4.2 TYP.
6 S4.2
7 S4.2
11 S4.2
8 S4.2
9 S4.2TYP.
1 S1.6 TYP.
5 1
/
4 "
x
1 1
7 /
8 "
L
V
L
5 1
/
4 "
x
1 1
7 /
8 "
L
V
L
5 1/4"x11 7/8" LVL
5 1/4"x14" LVL5 1/4"x14" LVL 5 1/4"x14" LVL
HSS10X4X3/16
HSS10X4X3/16
HSS10X4X3/16
2x1
2 @
2 4
"
O
.
C
.
J
O
I
S
T
S
A
T
C
A
N
O
P
Y
5 1/4"x9 1/2" LVL
5 1/4"x11 7/8" LVL
2 S2.1
TYP.
TYP.
TYP. ROOF PLYWOOD:
1/2" CD-X PLYWOOD
PII 32/16 w/
BOUNDARY NAIL 8d @ 6" O.C.
EDGE NAIL 8d @ 6" O.C.
FIELD NAIL 8d @ 12" O.C.
BLOCK ALL UNSUPPORTED EDGES
FACE GRAIN PERPENDICULAR TO FRAMING
ALL NAILS SHALL BE COMMON WIRE
6x10
1 S4.5
3 S4.3
4 S4.3
1 S4.3
5 1/4"x14" LVL 5 1/4"x14" LVL
5 1
/
4 "
x
1 4
"
L
V
L
5 1
/
4 "
x
1 4
"
L
V
L
2x12 @ 16" O.C.
1 S4.2
6 S4.2
5 S4.3
7 S4.3
1 S4.4
2 S4.4
4 S4.4 TYP. AT SOLATUBES
3 S4.4
6x6 K.P.
16" RED-I 65 @ 24" O.C.
2 S4.5
HS
S
6 X
4 X
1 /
4 H
S
S
6 X
4 X
1 /
4 HSS6X4X1/4
6x8 6x8
6x6 K.P.
6 S4.3
TYP.
CANT.
CA
N
T
.
SIMPSON HUCQ
HANGER
7 S4.2
CA
N
T
.
TYP.
SIM.
8 S4.3
6 S4.3
2 S4.3
TYP.
5 1/4"x11 7/8" LVL
5 1/4"x11 7/8" LVL
5 1/4"x11 7/8" LVL
SIMPSON HUCQ
HANGER
5 1/4"x14" LVL
SIMPSON HUCQ
HANGER
SIMPSON MSTI48
STRAP
SIMPSON MSTI48
STRAP
SIMPSON MSTI48
STRAP
CANT.
CANT.
SIMPSON HUCQ
HANGER
6 S4.4
5 S4.4 TYP.
6x6 6x6 6x6 6x6 6x6 6x6
4 S4.6
SIMPSON
HUCQ
HANGER
SIMPSON
HUCQ HANGER
6 S4.6
DBL. JOIST
2x4 BRACE TYP.
5 S4.5
6x6
SIMPSON MSTI48
STRAP
1 S1.6
TYP. BEAM
TO POST
1 S4.6 1
S4.6
2 S4.6
3 S4.6
TYP. @
EXHAUST FANS
TYP.
TYP.
5 S4.6
6x6
TYP.
HEADER
9 S4.2
4 S4.2TYP.
SIM.
RIDGE
SL
O
P
E
1/2
"
:
1 2
"
SL
O
P
E
1/2
"
:
1 2
"
SL
O
P
E
1/2
"
:
1 2
"
30" CLR. MIN.
30" CLR. MIN.
4'-0" CLR. BETWEEN ROOF
SCUPPER AND NEAREST
BRACE ON EA. SIDE, TYP.
2x1
2 @
1 6
"
O
.
C
.
@
E
Y
E
B
R
O
W
2x12 @ 16" O.C. @ EYEBROW
2x12 @ 24' O.C.
U.O.N.
5 S4.4TYP.
INDICATES WALL BELOW
INDICATES BEARING LINE BELOW
INDICATES WOOD JOIST
INDICATES CANTILEVER SECTION OF
BEAM
LEGEND:
1. FOR DIMENSIONS NOT SHOWN, SEE ARCH.
2. FINISH FLOOR REFERENCE DATUM
ELEVATION = 0'-0", U.O.N.
3. FOR NON-BEARING WALL CONN. @ TOP, SEE
4. FOR PIPES THRU SILL PLATES, SEE
5. SPECIAL INSPECTION IS REQ'D, SEE SHEET S1.0
6. FOR STRAPS AT CORNER OF BUILDING, SEE
7. FOR SOLAR PANEL CONNECTION TO EXISTING CARPORTS
SEE S4.7.
8. SEE GENERAL NOTES AND TYPICAL DETAILS ON S1.0,
S1.1, S1.2, S1.3, S1.4, S1.5, AND S1.6.
7 S1.4
4 S1.3
8 S1.4
NOTES:
CANT.
8 9
10 10
C C
D D
5 1
/
4 "
x
1 1
7 /
8 "
L
V
L
5 1
/
4 "
x
1 1
7 /
8 "
L
V
L
2x6
@
2 4
"
O
.
C
.
H
I
G
H
R
O
O
F
J
O
I
S
T
S
2 S4.4
D
DON LA EIORR.
NG
C
EXP. 12-31-22
ETA
OF
TS
RE
TS UR
RNOIACLF
RTUA L AI
R
EE
EF
DER
ISTE
RPO S ASNOI
EGI
N
L
No. S3838
Orie Engineering2
OR IE 2
STRUCTURAL
BRIDGE
9750 Miramar Road, Suite 310
San Diego, CA 92126
www.Orie2.com
Structural and Bridge Engineers
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ROOF
FRAMING PLAN
200102
S2.1
DRO
DRO
RCH
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1/8" = 1'-0"S2.1
1 ROOF FRAMING PLAN
SCALE:1/8" = 1'-0"S2.1
2 ROOF FRAMING PLAN - HIGH ROOF
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 264 of 321
T.O.P. 1
13' - 6"
T.O.P. 2
16' - 6"
T.O.P. 2
16' - 6"
JCAD
F.F.
0' - 0"
T.O.P. 3
21' - 9"
T.O.P. 1
13' - 6"
LEVEL 1
0' - 0"
T.O.P. 2
16' - 6"
JCBDFH
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
RCH
DRO
DRO
Orie Engineering2
Structural and Bridge EngineersORIE2
STRUCTURAL
BRIDGE
9750 Miramar Road, Suite 310
San Diego, CA 92126
www.Orie2.com
200102
D
DON LA EIORR.
S3.1
SCALE: 1/4" = 1'-0"S3.1
2 STRUCTURAL BUILDING SECTION
STRUCTURAL
SECTIONS
SCALE:1/4" = 1'-0"S3.1
1 STRUCTURAL BUILDING SECTION
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 265 of 321
STRUCTURAL
DETAILS
S4.1
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
RCH
DRO
DRO
Orie Engineering2
Structural and Bridge EngineersORIE2
STRUCTURAL
BRIDGE
9750 Miramar Road, Suite 310
San Diego, CA 92126
www.Orie2.com
200102
D
DON LA EIORR.
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 266 of 321
S2.5
S2.5
S2.5
S2.5
STRUCTURAL
DETAILS
S4.2
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
RCH
DRO
DRO
Orie Engineering2
Structural and Bridge EngineersORIE2
STRUCTURAL
BRIDGE
9750 Miramar Road, Suite 310
San Diego, CA 92126
www.Orie2.com
200102
D
DON LA EIORR.
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 267 of 321
STRUCTURAL
DETAILS
S4.3
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
RCH
DRO
DRO
Orie Engineering2
Structural and Bridge EngineersORIE2
STRUCTURAL
BRIDGE
9750 Miramar Road, Suite 310
San Diego, CA 92126
www.Orie2.com
200102
D
DON LA EIORR.
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 268 of 321
STRUCTURAL
DETAILS
S4.4
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
RCH
DRO
DRO
Orie Engineering2
Structural and Bridge EngineersORIE2
STRUCTURAL
BRIDGE
9750 Miramar Road, Suite 310
San Diego, CA 92126
www.Orie2.com
200102
D
DON LA EIORR.
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 269 of 321
CD
STRUCTURAL
DETAILS
S4.5
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
RCH
DRO
DRO
Orie Engineering2
Structural and Bridge EngineersORIE2
STRUCTURAL
BRIDGE
9750 Miramar Road, Suite 310
San Diego, CA 92126
www.Orie2.com
200102
D
DON LA EIORR.
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 270 of 321
STRUCTURAL
DETAILS
S4.6
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
RCH
DRO
DRO
Orie Engineering2
Structural and Bridge EngineersORIE2
STRUCTURAL
BRIDGE
9750 Miramar Road, Suite 310
San Diego, CA 92126
www.Orie2.com
200102
D
DON LA EIORR.
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 271 of 321
STRUCTURAL
DETAILS
S4.7
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
RCH
DRO
DRO
Orie Engineering2
Structural and Bridge EngineersORIE2
STRUCTURAL
BRIDGE
9750 Miramar Road, Suite 310
San Diego, CA 92126
www.Orie2.com
200102
D
DON LA EIORR.
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 272 of 321
14"ø
12"ø
10"ø
TITUS
PAR3FW
MANUFACTURERMARK
6"ø
8"ø
SIZE
TITUS
PCS3FW
FACE
20" x 20"
20" x 20"
16" x 16"
12" x 12"
301 TO 450
16"ø
24" x 24"
201 TO 300
101 TO 200
451 TO 600
601 TO 800
O TO 100
STEEL PERFORATED NECK MOUNTED
CURVED BLADE DEFLECTORS, LAY-IN
BORDER TYPE 3, HARD LID BORDER
FLUSH FACE
0 TO 100
101 TO 250
251 TO 400
401 TO 600
601 TO 800
801 TO 1000
14"ø
12"ø
10"ø
6"ø
8"ø
20" x 20"
20" x 20"
16 "x 16"
16" x 16"
12" x 12"
16"ø
20" x 20"
SUPPLY DIFFUSER
RETURN / EXHAUST REGISTER
12" x 12"
24" x 24"LAY-IN
HARD LID
24" x 24"LAY-IN
HARD LID
24" x 24"LAY-IN
HARD LID
24" x 24"LAY-IN
HARD LID
24" x 24"LAY-IN
HARD LID
24" x 24"LAY-IN
HARD LID
24" x 24"LAY-IN
HARD LID
24" x 24"LAY-IN
HARD LID
24" x 24"LAY-IN
HARD LID
24" x 24"LAY-IN
HARD LID
24" x 24"LAY-IN
HARD LID
24" x 24"LAY-IN
HARD LID
NECK
MODEL CFM RANGE REMARKS
AIR DISTRIBUTION SCHEDULE
18"x18"800 TO 140020"x20"SIDEWALL 300 RS PLENUM MOUNTED 0 TO 50018"x12"20"x14"SIDEWALL STEEL RETURN GRILLE, 3/4" BLADE SPACING. RETURN AIR TRANSFER
12"x6"800 TO 140015"x9"SIDEWALL 300 RL
14"ø
12"ø
10"ø
6"ø
8"ø
TMRA
-
-
-
-
381 TO 550
16"ø -
281 TO 380
141 TO 280
551 TO 745
746 TO 980
O TO 140
-
ROUND
ROUND
ROUND
ROUND
ROUND
ROUND
NOTES:
1. ALL SUPPLY DIFFUSERS SHALL BE SELECTED AT A MAX. 30 NC.
2. DIFFUSER BRANCH DUCTWORK SHALL BE THE SAME SIZE AS THE DIFFUSER NECK.
3. REFER TO ARCHITECTURAL PLANS FOR CEILING TYPES.
4. GRILLE FINISH TO MATCH ADJACENT FINISH.
A
STEEL PERFORATED RETURN DIFFUSER,
LAY-IN BORDER TYPE 1, HARD LID
BORDER FLUSH FACE
B
C
D
E
F
G
H
I
J
K
L
M
N
AA
BB
CC
DD
EE
FF
GG
-24"x14"HH
0 TO 2258"x8"STEEL RETURN GRILLE, 3/4" BLADE
SPACINGII10"x10"SIDEWALL
0 TO 100036"x12"STEEL RETURN GRILLE, 3/4" BLADE
SPACING. RETURN AIR TRANSFERJJ38"x14"SIDEWALL
350 RL O°
DEFLECTION
SIDEWALL 26"x16"
0 TO 50018"x14"STEEL RETURN GRILLE, 3/4" BLADE
SPACING. RETURN AIR TRANSFERKK20"x16"SIDEWALL
STEEL RETURN GRILLE, 3/4" BLADE
SPACING. RETURN AIR TRANSFER
0 TO 250LL10" x 10"HARD LID 50F8"x8"ALUMINUM EXHAUST GRILLE, 1/2"x1/2"x1/2" CORE SIZE. ALUMINUM GRID AND BORDER.
GENERAL NOTES
1. ALL CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY TO EACH OTHER IN THAT ALL
APPARATUS, MATERIALS, EQUIPMENT, AND METHOD OF INSTALLATION OUTLINED IN THE DRAWINGS AND / OR SPECIFIED HEREIN SHALL BE CONSIDERED ESSENTIAL TO THE CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS PRIOR TO ANY CONSTRUCTION.
2. NEW AND / OR EXISTING EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S).
THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, INCLUDING EQUIPMENT LOCATIONS, POINTS OF CONNECTION, AND STRUCTURAL MEMBERS, PRIOR TO INSTALLATION. NOTIFY THE CONSTRUCTION COORDINATOR OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO COMMENCING ANY WORK. DO NOT PROCEED WITHOUT CONSTRUCTION COORDINATOR APPROVAL FOR ANY CHANGES REQUIRED.
3. CONTRACTOR SHALL COORDINATE ALL DUCT, PIPE, AND EQUIPMENT LOCATIONS WITH ELECTRICAL, STRUCTURAL, PLUMBING, AND ALL OTHER TRADES.
4. ALL WORK SHALL BE IN ACCORDANCE WITH CITY CODES, STATE OF CALIFORNIA ENERGY CONSERVATION STANDARDS, AND ALL OTHER APPLICABLE CODES.
5. ROOM THERMOSTATS SHALL BE CAPABLE OF BEING SET TO MAINTAIN SPACE TEMPERATURE SET POINTS FROM 55°F TO 85°F, AND BE CAPABLE OF OPERATING THE HEATING AND COOLING IN SEQUENCE.
THERMOSTATS SHALL BE ADJUSTABLE TO PROVIDE A TEMPERATURE RANGE OF UP TO 10°F BETWEEN FULL HEATING AND FULL COOLING BEING SUPPLIED. CONTROLS SHALL HAVE THE CAPABILITY OF TERMINATING ALL HEATING AT A TEMPERATURE NOT MORE THAT 70°F. THERMOSTATS SHALL BE HANDICAP ACCESSIBLE, LOCATED AT 48 INCHES ABOVE FLOOR.
6. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED, AND TESTED IN ACCORDANCE WITH THE MOST RESTRICTIVE OF LOCAL REGULATIONS AND PROCEDURES DETAILED IN THE A.S.H.R.A.E. HANDBOOK OF FUNDAMENTALS, OR THE APPLICABLE STANDARDS ADOPTED BY S.M.A.C.N.A.. PROVIDE RECTANGULAR DUCT OF GALVANIZED STEEL AND PREFABRICATED SPIRAL LOCK-SEAM DUCTS AND FITTINGS. ALL DUCT SIZES SHOWN ARE NET INSIDE CLEAR DIMENSIONS (I.E. AFTER INSULATION HAS BEEN INSTALLED, REVIEW PLANS CLOSELY FOR LINED DUCTWORK.)
7. ALL FLEXIBLE DUCT SHALL BE CONSTRUCTED WITH EXTERIOR REINFORCED LAMINATED VAPOR BARRIER, 1- 1/2" THICK FIBERGLASS INSULATION (K-25 AT 75°F), ENCAPSULATED SPRING STEEL WIRE HELIX, AND IMPERVIOUS SMOOTH NON PERFORATED INTERIOR VINYL LINER. INDIVIDUAL LENGTHS OF FLEXIBLE DUCT SHALL BE SUPPORTED AT OR NEAR MID-LENGTH WITH A 2" WIDE 28-GAUGE STEEL HANGER COLLAR.
ATTACHED TO THE STRUCTURE WITH AN APPROVED DUCT HANGER. IN COMPLETE CONFORMANCE WITH 2019 C.M.C. APPENDIX. MAXIMUM LENGTH CONNECTION TO TERMINAL OUTLET SHALL BE 5 FEET.
8. ALL CEILING DIFFUSERS SHALL BE 4-WAY THROW, UNLESS SHOWN OTHERWISE.
9. ALL H.V.A.C. SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS PER SECTIONS 111 AND 122 E.E.S.
10. ALL H.V.A.C. EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS PER SECTIONS 111-113, 115 AND 120-129 E.E.S.
11. DO NOT SCALE DRAWINGS - ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE JOB SITE TO BID SUBMITTAL, START OF CONSTRUCT AND / OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND REPAIR OF ADJACENT EXISTING SURFACES,
EQUIPMENT, AREAS, AND PROPERTY THAT MAY BE DAMAGED AS A RESULT OF ANY DEMOLITION AND / OR NEW WORK.
13. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF THE CEILING DIFFUSERS AND GRILLES.
14. SEE ARCHITECTURAL DRAWINGS FOR ROOF ACCESS AND ADDITIONAL ENERGY CONSERVATION NOTES.
15. SEE PLUMBING DRAWINGS FOR GAS PIPING, PRIMARY AND SECONDARY CONDENSATE PIPING, AND FINAL CONNECTIONS.
16. PROVIDE SEISMIC RESTRAINTS FOR ALL MECHANICAL SYSTEMS PER CODE.
17. ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 118, 123, 123, TITLE 24 ENERGY STANDARDS,A ND TABLE 6-6A AND 6-6B OR C.M.C.
18. INSULATION, ADHESIVES, VAPOR-BARRIER MATERIALS, AND OTHER ACCESSORIES SHALL BE NON- COMBUSTIBLE. THE MATERIALS SHALL HAVE U.L. FLAMESPREAD RATING NOT MORE THAN 25 AND A SMOKE DENSITY NOT MORE THAT 50.
19. ALL SUPPLY, RETURN, OUTSIDE, AND RELIEF BRANCH DUCTS SHALL BE PROVIDED WITH ACCESSIBLE MANUAL VOLUME DAMPERS WITH LOCKS. BRANCHES ABOVE HARD LID CEILINGS SHALL UTILIZE REMOTE VOLUME DAMPERS LOCATED IN ACCESSIBLE AREAS SO TO AVOID ACCESS PANELS.
20. PROVIDE FLEXIBLE CONNECTIONS AT THE INLET AND OUTLET OF ALL FANS.
21. EACH SYSTEM SUPPLYING AIR IN EXCESS OF 2000 CFM SHALL BE EQUIPPED WITH AN AUTOMATIC SHUTOFF.
AUTOMATIC SHUTOFF SHALL SHUT DOWN IN THE SIR-MOVING EQUIPMENT WHEN THE SMOKE IS DETECTED IN THE SUPPLY AIR. DETECTOR SHALL BE INSTALLED IN THE MAIN SUPPLY, AHEAD OF ANY SUPPLY BRANCHES.
SPACES SERVED BY MULTIPLE AIR MOVING SYSTEMS SHALL HAVE INTERLOCKED SMOKE DETECTORS,
CONNECTED TOGETHER THROUGH A RELAY PANEL TO SHUTOFF ALL EQUIPMENT SERVING THE SPACE WHEN SMOKE IS DETECTED BY ANY SINGLE SMOKE DETECTOR.
22. PVC PIPING SHALL NOT BE ALLOWED IN THE BUILDING.
23. FIRE-STOPPING SHALL BE PROVIDED WHERE PENETRATING ITEMS PASS ENTIRELY THROUGH BOTH
PROTECTIVE MEMBRANES OR BEARING WALLS REQUIRED TO HAVE A FIRE RESISTIVE RATING, AND WALL REQUIRING PROTECTED OPENINGS. FIRE-STOPPING SHALL ALSO BE PROVIDED AT PENETRATIONS OF FIRE RESISTIVE FLOORS AND FLOORS WHICH ARE PART OF A CEILING-FLOOR ASSEMBLY. FIRE-STOPPING SHALL HAVE AN "F" OR "T" RATING AS DETERMINES BY TEST CONDUCTED IN ACCORDANCE WITH C.B.C., 2007 EDITION.
24. AIR FILTERS SHALL BE STATE FIRS MARSHALL APPROVED AND LISTED. PRE-FORMED FILTERS HAVING COMBUSTIBLE FRAMING SHALL BE TESTED AS A COMPLETE ASSEMBLY. AIR FILTERS IN ALL OCCUPANCIES SHALL BE CLASS 2 OR BETTER (AS SHOWN IN THE STATE FIR MARSHALL LISTING). AIR FILTERS SHALL BE ACCESSIBLE FOR CLEANING AND / OR REPLACEMENT.
25. ALL SPLIT-SYSTEM AIR CONDITIONING SYSTEMS SHALL HAVE REFRIGERANT LINES SIZED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR EACH SYSTEM APPLICATION.
THIS CONTRACT SHALL INCLUDE ALL ACCESSORIES, HARDWARE, ETC. THAT MAY BE RECOMMENDED.
26. OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE INSTALLED WITH DAMPERS THAT AUTOMATICALLY CLOSE DURING PERIODS OF NON-USE OF THE AREAS SERVED BY THE EQUIPMENT.
27. PRE-OCCUPANCY VENTILATION SHALL BE: (a) THE MINIMUM RATE OF OUTDOOR AIR REQUIRED BY CALIFORNIA ENERGY EFFICIENCY STANDARDS SECTION 121 (b), OR (b) THREE COMPLETE AIR CHANGES, WHICHEVER IS
LESS, AND SHALL BE SUPPLIED TO THE ENTIRE BUILDING DURING THE ONE-HOUR PERIOD IMMEDIATELY BEFORE THE BUILDING IS NORMALLY OCCUPIED.
28. ALL DAMPERS AND CIRCUIT SETTERS SHALL BE READILY ACCESSIBLE FOR TESTING AND MAINTENANCE, LEFT
OPEN, CHECKED FOR RANGE OF ADJUSTMENT, AND NOT INSULATED OVER UNTIL TEST AND BALANCE IS COMPLETED.
29. CERTIFICATE OF ACCEPTANCE (MECH-1-A) AND ALL RELATED ACCEPTANCE DOCUMENTS SHALL BE SUBMITTED TO THE FIELD INSPECTOR DURING CONSTRUCTION. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THESE FORMS ARE REVIEWED AND APPROVED.
30. COMPONENTS THAT ARE INSTALLED IN-LINE WITH THE DUCT SYSTEM AND HAVE AN OPERATING WEIGHT GREATER THEN 75 LBS. SUCH AS FANS, HEAT EXCHANGERS, AND HUMIDIFIERS, SHALL BE SUPPORTED AND LATERALLY BRACED INDEPENDENT OF THE DUCT SYSTEM. (ASCE 7 SEC. 13.6.7)
31. SEISMIC SUPPORTS ARE REQUIRED FOR HVAC DUCTWORK WHERE THE DUCTS ARE SUSPENDED FROM HANGERS MORE THAN 12 INCHES IN LENGTH OR IF THE HVAC DUCTS HAVE A CROSS SECTIONAL AREA OF 6 SQUARE FEET OR GREATER. (ASECE 7 SEC. 13.6.7)
T
S
SD
MECHANICAL LEGEND
SYMBOL ABBREVIATION DESCRIPTION
FD/SFD
VD
MD
(MD-NO.)
18"x12"
18"ø
D/L
U/C
SR
FC
TG
FD/SFD
VD
MD
MDFA
AD/AP
D/L
U/C
POC
MECHANICAL LEGEND (CONTINUED)
SYMBOL ABBREVIATION DESCRIPTION
RELIEF VALVE [DIAGRAMMATIC]
MAKE-UP WATER VALVE [DIAGRAMMATIC]
GATE VALVE [DIAGRAMMATIC]
FLEXIBLE PIPE CONNECTOR [DIAGRAMMATIC]
DRAIN VALVE WITH HOSE BIBB [DIAGRAMMATIC]
PRESSURE GAUGE WITH BALL VALVE [DIAGRAMMATIC]
SOLENOID VALVE
THERMOMETER [DIAGRAMMATIC]
PETE'S PLUG [DIAGRAMMATIC]
MECHANICAL COUPLING [DIAGRAMMATIC]
MANUAL AIR VENT [DIAGRAMMATIC]
PUMP SUCTION DIFFUSER [DIAGRAMMATIC]
DIFFUSER / GRILLE CALLOUT
CFM
AFF
AMB
CFM
DB
DIA
(E)
EF
ESP
°F
FLA
FPM
GAL
GPM
H2O
HP
KW
LBS
MAX
MBH
MIN
OA
OBD
OV
PD
RPM
SQ. FT.
TONS
TSP
VEL
WB
ABOVE FINISHED FLOOR
AMBIENT
CUBIC FEET PER MINUTE
DRY BULB
DIAMETER
EXISTING
EXHAUST FAN
EXTERNAL STATIC PRESSURE (INCHES OF WATER)
DEGREES FAHRENHEIT
FULL LOAD AMPERES
FEET PER MINUTE
GALLON
GALLONS PER MINUTE
WATER
HORSE POWER
KILOWATTS
POUNDS (WEIGHT)
MAXIMUM
CAPACITY EXPRESSED IN THOUSANDS OF BTU/HR
MINIMUM
OUTSIDE AIR
OPPOSED BLADE DAMPER
OUTLET VELOCITY
PRESSURE DROP (FEET OF WATER)
REVOLUTIONS PER MINUTE
SQUARE FEET
CAPACITY IN TONS OF REFRIGERATION
TOTAL STATIC PRESSURE (INCHES OF WATER)
VELOCITY
WET BULB
DUCTWORK
LINED DUCTWORK
FLEXIBLE DUCTWORK
SUPPLY DIFFUSER
RETURN AIR REGISTER
EXHAUST AIR GRILLE
SUPPLY DUCT SECTION
RETURN DUCT SECTION
EXHAUST DUCT SECTION
ROUND DUCT SECTION
SIDEWALL REGISTER
LINEAR SLOT SUPPLY DIFFUSER
LINEAR SLOT RETURN AIR (DUCTED AND NON-DUCTED)
FLEXIBLE CONNECTION
TRANSFER AIR GRILLE BOOT ASSEMBLY
FIRE DAMPER OR SMOKE / FIRE DAMPER [DIAGRAMMATIC]
VOLUME DAMPER
MOTORIZED CONTROL DAMPER
MOTORIZED DAMPER FIRE ALARM
RECTANGULAR DUCTWORK (DOUBLE LINE)
FIRST NUMBER INDICATES SIDE SHOWN
ROUND DUCTWORK (DOUBLE LINE)
SMOOTH RADIUS DUCT ELBOW WITHOUT TURNING VANES
RECTANGULAR 90° ELBOW WITH AIRFOIL TURNING VANES
ACCESS DOOR / ACCESS PANEL
DOOR LOUVER (INDICATED FREE AREA)
UNDERCUT DOOR (INDICATED AFF CLEARANCE)
POINT OF CONNECTION
SMOKE DETECTOR
THERMOSTAT
SENSOR
PIPE UP
PIPE DOWN
PIPE DROP / PIPE RISE
TOP CONNECTION BRANCH LINE
BOTTOM CONNECTION BRANCH LINE
TEE UP
TEE DOWN
S
ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION USING THE FOLLOWING CRITERIA:
EQUIPMENT ON STRUCTURE: 30% OF OPERATING WEIGHT
EQUIPMENT ON GRADE: 20% OF OPERATING WEIGHT
FOR FLEXIBLE MOUNTING EQUIPMENT, USE 2 X THE ABOVE RULES, AND FOR SIMULTANEOUS VERTICAL FOR USE ø X THE HORIZONTAL FORCE.
THE ABOVE VALUES ARE FOR AN IMPORTANCE FACTOR, "I" = 1.10 AND SEISMIC ZONE, "Z" = 0.4.
WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER.
SEISMIC REQUIREMENTS
ENERGY CONSERVATION NOTES
1. INSULATION MATERIAL SHALL MEET THE CALIFORNIA QUALITY STANDARD PER SECTION 118 E.E.S.
2. 3.
4. 5.
DOORS AND WINDOWS SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS PER SECTION 116 E.E.S.
ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 118, 123, AND 124 E.E.S., TABLE 6-D, AND SECTION 120 U.M.C.
ALL HVAC SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS PER SECTIONS 112 AND 122 E.E.S.
ALL HVAC EQUIPMENT AND APPLIANCES SHALL BE THE REQUIREMENTS PER SECTIONS 111-113, 115, AND 120- 129 E.E.S.
MECHANICAL GENERAL NOTES AND LEGEND
MECHANICAL SCHEDULES
MECHANICAL SCHEDULES
MECHANICAL THERMAL ZONING PLAN
MECHANICAL FLOOR PLAN
MECHANICAL PIPING FLOOR PLAN
MECHANICAL ROOF PLAN
MECHANICAL DETAILS
MECHANICAL DETAILS
MECHANICAL DETAILS
MECHANICAL CONTROL DIAGRAMS
TITLE 24 DOCUMENTATION
SHEET INDEX
M0.1
M0.2
M0.3
M1.1
M2.1
M2.2
M2.3
M3.1
M3.2
M3.3
M4.1
M5.1
CAL GREEN NOTES
1. 5.201.1 SCOPE. THE CALIFORNIA ENERGY COMMISSION WILL CONTINUE TO ADOPT MANDATORY BUILDING STANDARDS.
2. 5.410.2 COMMISSIONING FOR NEW BUILDINGS 10,000 SQUARE FEET AND OVER, BUILDING COMMISSIONING SYSTEMS BY TITLE 24 DOCUMENTATION, PART 6, PROCESS SYSTEMS AND RENEWABLE ENERGY SYSTEMS SHALL BE INCLUDED IN THE DESIGN AND CONSTRUCTION PROCESSES OF THE BUILDING PROJECT. COMMISSIONING REQUIREMENTS SHALL INCLUDE ITEMS LISTED IN SECTION 5.410.2.
3. COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION OR DURING STORAGE ON THE
CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE
COVERED WITH TAPE, PLASTIC, SHEET METAL, OR OTHER METHODS ACCEPTABLE TO ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM. COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION OR DURING
STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT
OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL, OR OTHER METHODS ACCEPTABLE TO ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM.
4. 5.504.5.3 FILTERS. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR PRIOR TO OCCUPANCY THAT PROVIDES AT LEAST A MERV OF 8. A5.504.5.3.1 FILTERS. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREA OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR PRIOR TO OCCUPANCY THAT PROVIDES AT LEAST A MERV 11.
5. 5506.1 OUTSIDE AIR DELIVERY. FOR MECHANICALLY OR NATURALLY VENTILATED SPACES IN BUILDINGS, MEET THE MINIMUM REQUIREMENTS OF SECTION 121 OF THE CALIFORNIA ENERGY CODE, CCR, TITLE 24, PART 6 , AND CHAPTER 4 OR CCR, TITLE 8 OR THE APPLICABLE LOCAL CODE, WHICHEVER IS MORE STRINGENT. AT THAN 1.
6. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. FOR BUILDINGS EQUIPPED WITH DEMAND CONTROL VENTILATION, CO2 SENSORS AND VENTILATION CONTROLS SHALL BE SPECIFIED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE CALIFORNIA ENERGY CODE, C.C.R., TITLE 24, PART 6, SECTION 121 (C).
7. 5.508.1 OZONE DEPLETION AND GLOBAL WARMING REDUCTIONS. INSTALLATION OF HVAC, REFRIGERATION AND FIRE SUPPRESSION OF EQUIPMENT SHALL COMPLY WITH SECTION
5.508.1.1 AND 5.508.1.2 CFCS. INSTALL HVAC AND REFRIGERATION EQUIPMENT THAT DOES NOT CONTAIN CFCS. 508.1.2 HALONS. INSTALL FIRE SUPPRESSION EQUIPMENT THAT DOES NOT CONTAIN HCFCS. A5.508.1.4 HYDROFLUOROCARBONS (HFCS). INSTALL HVAC COMPLYING WITH EITHER OF THE FOLLOWING:
A. INSTALL HVAC, REFRIGERATION, AND FIRE SUPPRESSION EQUIPMENT THAT DOES NOT CONTAIN HFCS OR THAT DO NOT CONTAIN HFCS WITH A GLOBAL WARMING POTENTIAL GREATER THAN 150.
B. INSTALL HVAC AND REFRIGERANT EQUIPMENT THAT LIMIT THE USE OF HFC REFRIGERANT THROUGH USE OF A SECONDARY HEAT TRANSFER FLUID WITH A GLOBAL WARMING POTENTIAL NO GREAT THAN 1.
No. 30090
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
MECHANICAL
GENERAL
NOTES AND
LEGEND
200102
M0.1
AE
DI
RA
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
ISSUED FOR
CONSTRUCTION
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 273 of 321
WEIGHTMODEL NO.MANUFACTURERMARK LOCATION AREA SERVED
PACKAGED ROOFTOP VAV SCHEDULE
FLA
FAN
CONDCFMMIN. O.A.
H O)2
COMP.(IN.
SP
EXT.
FLA
ELECTRICAL
HP FLA
EVAPCOND
FAN FAN PH.VOLT CYCLE SENS.
MAX.
FUSEMCA (MBH)
CAP.ENT. DB
(°F)
COOLING
CAP.
(°F)
ENT. WB E.E.R.AMB.
(°F)(LBS.)
OPER.
REMARKS
DAIKIN MPS026G ROOF ALL VAV ZONES 10,000 4,000 1.5 (3)12.2 (3)2.0 -13.0 5.6 208 3 60 134.3 150 297.4 236.4 80 67 95 11.0 6,050 PROVIDE WITH VIBROACOUSTICS INTEGRAL VIBRATION ISOLATION SOUND ATTENUATION CURB, TYPE NCC-VCR. PROVIDE WITH SUPPLY AIR SMOKE DETECTOR, MERV 13 FILTERS, AND EPOXY COATING ON COOLING COIL. SHALL BE PROVIDED WITH INTEGRAL VFD AND MODULATING POWER EXHAUST. UNIT SHALL BE CONTROLLED THROUGH BMS, PROVIDE WITH BACNET INTERFACE.
BHP
EVAP
FAN
RTU
1 PROVIDE 115 V, 3/4 HP, 10.8 AMPS, RECIRCULATION PUMP AND FLUE CONNECTION. NON-CONDENSING BOILER, 84% EFF. PROVIDE WITH COLD START KIT. PROVIDE WITH OUTDOOR VENT CAP. PROVIDE WITH COMMUNICATIONS GATEWAY-BACNET.
RAYPAK HI-DELTA
302C ROOF HEATING HOT WATER 25 160 180 1.0 300 252 115 1 60 500 MANUFACTURERMARK MODEL NO.
HEATING HOT WATER BOILER SCHEDULE
REMARKS
ELECTRICAL
VOLT CYCLELOCATIONGPMSERVED
SYSTEM
(MBH)
INPUT
RATING
(MBH)
OUTPUT
RATING PH.(LBS.)
OPER.
WEIGHTPD
(FT.)TEMP
ENT
TEMP
LVG
(°F) (°F)
B
1 MANUFACTURERMARK MODEL NO.
PUMP SCHEDULE
REMARKS
OPER.
WEIGHT
(LBS.)
PUMP MOTOR
GPM HEAD
(FT. H O)
SYSTEM
SERVED
ARMSTRONG LEAD PUMP. INTEGRATED INTELLIGENT VARIABLE SPEED SENSORLESS CONTROL. PROVIDE WITH PUMP STANCHIONS.
LOCATION IMPELLER DIA. TYPE
2 RPM HP / BHP VOLT PH.CYCLE(FT. H O)
MIN. NPSH
2 4380 DE SENSORLESS
0103-000.7 ROOF HEATING HOT
WATER 3.05"IN-LINE 25 50 27.7 4091 1.5 / 0.54 208 3 60 60 MAX.
SIZE
ARMSTRONG LAG PUMP (100% BACK UP). INTEGRATED INTELLIGENT VARIABLE SPEED SENSORLESS CONTROL. PROVIDE WITH PUMP STANCHIONS.
ROOFP
2 P
1 4380 DE SENSORLESS
0103-000.7 3.05"IN-LINE 25 208 3 60 60HEATING HOT
WATER 50 27.7 4091 1.5 / 0.54
AIR SEPARATOR SCHEDULE
MANUFACTURERMARK MODEL NO.
SPIROTHERM
SERVICE GPM REMARKS
(LBS.)
WEIGHT
OPER.
VJR-150TM HEATING HOT
WATER 25 1.5 2.6 x 9.1 15 BRASS JUNIOR MICROBUBBLE ELIMINATOR.
INLET
SIZE
(INCHES)
DIMENSIONS
(DIA. x HEIGHT)
(INCHES)
www.jeffkatzarchitecture.com
PROJECT No.: 4560
MECHANICAL
SCHEDULES
200102
M0.2
AE
DI
RA
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
NOTE: PROVIDE ONE (1) 120V TO 24V TRANSFORMER FOR EVERY FIVE (5) VAV BOXES.
ISSUED FOR
CONSTRUCTION
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 274 of 321
PROVIDE WITH MANUFACTURER ROOF CURB AND BACKDRAFT DAMPER. FAN SHALL BE CONTROLLED BY THERMOSTAT SET TO 80 DEG. F, ADJUSTABLE.
MONITOR THRU BMS.GREENHECK GB-081-6 ROOF ELECTRICAL ROOM BELT 250 0.25 11.188 855 115 1 60 75- 1/6
MANUFACTURERMARK MODEL NO.
EXHAUST FAN SCHEDULE
REMARKSAREA SERVEDLOCATION TYPE CFM
SP
(IN.
H O)
FAN
SIZE
(IN.)
FAN RPM
HP
WATTS VOLT
ELECTRICAL
CYCLEPH.
OPER.
WEIGHT
(LBS.)2
EF
1 dBA
SONES
43 3.4
GB-141-5 MEN'S LOCKER
ROOM 1,500 0.5 14.625 1,083 100-
1/2 57
8.7 GB-071-6 WASH ROOM 150 0.25 1,018 75-
1/6 45
4.0 GB-101-4 WOMEN'S LOCKER
ROOM 900 0.5 11.125 1,397 75-
1/4 56
7.7 FITNESS 350 0.5 1,206 75-
1/6 51
6.0 BREAK / COPY 250 0.5 1,567 75-
1/6 57
8.6 RESTROOM 150 0.5 1,242 75-
50 5.7
EF
2 EF
3 EF
4 EF
5 EF
6 EF
7 GREENHECK
GREENHECK
GREENHECK
GREENHECK
GREENHECK
GREENHECK
ROOF
ROOF
ROOF
ROOF
ROOF
ROOF
75-
50 5.7
EF
8 GREENHECK ROOF
BELT
BELT
BELT
BELT
BELT
BELT
BELT
115 1 60
115 1 60
115 1 60
115 1 60
115 1 60
115 1 60
115 1 60
GB-081-6
GB-071-6
GB-071-6
GB-071-6 RESTROOM 150 0.5 1,242
1/6
1/6 PROVIDE WITH MANUFACTURER ROOF CURB AND BACKDRAFT DAMPER. FAN SHALL BE CONTROLLED BY LIGHT SWITCH. MONITOR THRU BMS.
PROVIDE WITH MANUFACTURER ROOF CURB AND BACKDRAFT DAMPER. FAN SHALL BE CONTROLLED BY LIGHT SWITCH. MONITOR THRU BMS.
PROVIDE WITH MANUFACTURER ROOF CURB AND BACKDRAFT DAMPER. FAN SHALL BE CONTROLLED BY BMS TO OPERATE DURING HOURS OF OPERATION.
PROVIDE WITH MANUFACTURER ROOF CURB AND BACKDRAFT DAMPER. FAN SHALL BE CONTROLLED BY BMS TO OPERATE DURING HOURS OF OPERATION.
PROVIDE WITH MANUFACTURER ROOF CURB AND BACKDRAFT DAMPER. FAN SHALL BE CONTROLLED BY BMS TO OPERATE DURING HOURS OF OPERATION.
PROVIDE WITH MANUFACTURER ROOF CURB AND BACKDRAFT DAMPER. FAN SHALL BE CONTROLLED BY BMS TO OPERATE DURING HOURS OF OPERATION.
PROVIDE WITH MANUFACTURER ROOF CURB AND BACKDRAFT DAMPER. FAN SHALL BE CONTROLLED BY BMS TO OPERATE DURING HOURS OF OPERATION.
11.188
11.188
11.188
11.188
11.188
AREA SERVEDMARK MANUFACTURER
VIBROACOUSTICS
LOCATION
RTU-1
SUPPLY
MODEL NO.
EXRD-HV-F3 300
(LBS.)
WEIGHT
UNIT.
SOUND ATTENUATOR SCHEDULE
DYNAMIC INSERTION LOSS IN OCTAVE BAN (db)
A.P.D.
(IN. W.G.)
MAX.
0.18 (MAX.)
10,000
CFM DIM.
OVERALL
120 x 40 x 20
125
15 1000250
28 500
4040
40002000
26 17
REMARKS
RTU-1
SUPPLY
LxWxH (IN.)
EXRD = EXTENDED RECTANGULAR DISSIPATIVE. SA
1 RED-MHV-FJ 9500.097,000 84 x 60 x 24 28 29 4331 32 27SA 2 VIBROACOUSTICS RTU-1
RETURN
RTU-1
RETURN RED = RECTANGULAR ELBOW DISSIPATIVE. FINAL ELBOW HEIGHT SHALL BE FIELD COORDINATED.
SPLIT SYSTEM HEAT PUMP / CONDENSING UNIT SCHEDULE (COOLING ONLY) WEIGHTMODEL NO.MANUFACTURERMARK LOCATION SERVED
AREA
FLA
FAN
CONDCFMO.A.
MIN.
COMP.
FLA
FAN
ELECTRICAL
FLA HP
EVAPEVAP
FAN FAN WATTS PH.VOLT CYCLE SENS.
MAX.
FUSEMCA (MBH)
CAP. ENT. DB
(°F)
COOLING
CAP.
(°F)
ENT. WB S.E.E.R.AMB.
(°F)(LBS.)
OPER.
REMARKS
FTX36DAIKIN SERVER ROOM SERVER ROOM 740 --- -0.37 -64 208 1 60 -- - - 80 67 --50 RX36DAIKIN ROOF FC-1 ----0.83 --123 19.8 20 34.4 22.2 - - 95 15.9 150 PROVIDE WITH EQUIPMENT MOUNTING PAD, SIZE PER MANUFACTURER RECOMMENDATION.
PROVIDE NEOPRENE PADS FOR VIBRATION ISOLATION.
EXT. SP
(IN. WC)
SPACE IS UNOCCUPIED, OUTSIDE AIR IS NOT REQUIRED. POWERED THRU OUTDOOR CONDENSING UNIT. PROVIDE WITH INTEGRAL CONDENSATE PUMP AND WIRED CONTROLLER.
PROVIDE ROOM TEMPERATURE SENSOR TO INTERFACE WITH BMS.
FC
1 CU
1 208 1 60
No. 30090
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
MECHANICAL
SCHEDULES
200102
M0.3
AE
DI
RA
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
ISSUED FOR
CONSTRUCTION
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 275 of 321
ZONE 13
140 SQFT
ZONE 11
350 SQFT
ZONE 15
2,020 SQFT
ZONE 10
290 SQFT
T
T
T
ZONE FC-1
100 SQFT
T
ZONE 1
1,180 SQFT
T
ZONE 2
840 SQFT
T
ZONE 3
700 SQFT
ZONE 4
470 SQFT
T
T
T
ZONE 5
330 SQFT
ZONE 6
350 SQFT
T
ZONE 8
340 SQFT
T
T
ZONE 17
855 SQFT
ZONE 9
520 SQFTT
T
ZONE 16
220 SQFT
T
ZONE 7
230 SQFT
T
T
ZONE 12
350 SQFT
ZONE 14
120 SQFT
T
T 1
2 G
E
J
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3 C
A
98764 101
B
5 D
OPEN WORK
STATIONS
117
STORAGE
114
COPY/MAIL
ROOM
115
RECEIVING
116
OFFICE D1
119MEN'S LOCKER
130
HALL
122
WOMEN'S
128
FITNESS
126
BREAK ROOM
125
OFFICE D1
111
HALL
102
RESTROOM
104 RECEPTION
103
MULTI-PURPOSE
112
OFFICE E1
139
OFFICE E1
138
OFFICE E1
137
OFFICE E1
136
OFFICE E1
135
OFFICE E1
134
OFFICE D1
121
OFFICE C1
109
OFFICE C1
108 OFFICE B
107
CONFERENCE
106
LOBBY
100
RESTROOM
101
OFFICE C1
110
SERVER
118
MEN'S
129
OFFICE E1
140
STORAGE
123JAN
124
OFFICE D1
120
WASH ROOM
131
HWH
127
COPY
105
No. 30090
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FICLFA
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
MECHANICAL
THERMAL
ZONING PLAN
200102
M1.1
AE
DI
RA
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE: 1/8" = 1'-0"M1.1
1 MECHANICAL ZONING PLAN
KEYNOTES
GENERAL NOTES
1 ELECTRICAL ROOM IS VENTILATED ONLY.
1.FOR THERMOSTAT MOUNTING DETAIL, SEE 2/M3.3.
ISSUED FOR
CONSTRUCTION
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 276 of 321
11 VAV
13 VAV
1 VAV
2 VAV
3 VAV
4 VAV
5 VAV
7 VAV
17 VAV
16 VAV
8 VAV
9 VAV
15 VAV
10 VAV
18"x16"
40"x20"
24 "
x
1 8
"
8"ø
10"ø
10"ø 8"ø
10"ø
10"ø
12"ø
16"ø
14"ø
10"ø 14"ø
10"ø
1 FC
C 220
C 210
C 300
CC --CC --CC --
FF --
C 230
500
CC --
BB 150
C 275
FF --
C 205
CC --
C 300
C 370 C 370
EE --
D 420
C 300
C 300
B 200
B 150
FF --
B 150
C 230
M 550
M 550
B 150
B 150
BB --
BB --
C 230
FF --
B 130
K 350
(TYPx2)
BB 100
EE 700
6"ø
8"ø
6"ø
10"ø
8"ø
8"ø
10"ø
16 "
ø
8"ø
14 "
ø
16"ø
8"ø
10"ø10"ø
8"ø
10"ø
8"ø
8"ø
10"ø
8"ø
8"ø
8"ø
8"ø
10"ø
10"ø
8"ø
8"ø10"ø
6"ø
10"ø
10"ø
10"ø
12"ø
10"ø
10"ø
10"ø
8"ø10"ø
BREAK ROOM
125
LOBBY
100
SERVER
118
OFFICE D1
119
OFFICE D1
120
MULTI-PURPOSE
112
RECEPTION
103
STORAGE
114
RECEIVING
116
OPEN WORK
STATIONS
117
COPY/MAIL
ROOM
115
WOMEN'S
128
OFFICE B
107
HALL
102
RESTROOM
104
CONFERENCE
106
RESTROOM
101
COPY
105
HWH
127
ELECTRICAL
132
MEN'S
129
OFFICE D1
121
MEN'S LOCKER
130
WASH ROOM
131
STORAGE
123
HALL
122
FITNESS
126
JAN
124
OFFICE D1
111
OFFICE C1
108
OFFICE C1
110
OFFICE C1
109
STORAGE
113
FR
133
8"ø
10"ø
14"ø
BB 150
BB 150
BB 90
10"ø
CC 315 CC 315
6"ø
14"ø
EE --
BB 150
B 100
BB 195
BB 195
3"ø
AA 50
10"ø
CC --
CC --
60"x24"
CC --
FF --
10"ø
FF --
FF --
FF --
16"ø GG --
18"x12"
CC --
12"ø
8"ø
10"ø
8"ø
10"ø
8"ø
12"ø
HH --
24"x14"
FF --
BB --
GG --
18"x12"
II 200
II 350
JJ 990
FF --
FF --
6 VAV
24 "
x
1 8
"
8"ø
10"ø
10"ø
12 VAV
BB --
B 150
OFFICE E1
139
OFFICE E1
138
OFFICE E1
137
OFFICE E1
136
OFFICE E1
135
OFFICE E1
134
SA
1 SA
2 14
VAV
8"ø
8"ø 8"ø
C 350
CC --
10"ø
14"ø
10"ø 10"ø
OFFICE E1
140
1 15
2 3
3 3
4 510"ø
6 6
2 G
E
J
F
H
3 C
A
98764 101
B
5 D
C 365
C 365 C 370
C 370
C 370
10"Ø EA UP
TO EF-1
18"x18" EA
UP TO EF-2
8"Ø EA UP
TO EF-3
16"Ø EA UP
TO EF-4
FF --
10"Ø EA UP
TO EF-5
7 8 9
10"ø
10 11
KK --KK --KK --
KK --
KK --GG --
GG --
12 2
14"ø
LL 75
LL 90
AA 75
13 13
LL 100
6"ø
8"ø
8"ø
10"ø10"ø
3 10"ø
KK --
10"ø10"ø 10"ø
3 (TYPx2)
3 14
3 C 210 C 205 C 205 C 205 C 205 C 210
CC --CC --
CC --
CC --CC --CC --
No. 30090
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D UUOO
RPD NESIRS
FICLFA
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AACANHIIN
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AA SK EE
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OIFESSNAL
R R
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
MECHANICAL
FLOOR PLAN
200102
M2.1
AE
DI
RA
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1/8" = 1'-0"M2.1
1 MECHANICAL FLOOR PLAN
KEYNOTES
GENERAL NOTES
1 PROVIDE 30"x30" ACCESS PANEL.
PROVIDE DOOR LOUVER WITH A MINIMUM OF 0.5 SQFT FREE AREA.
COORDINATE DIMENSIONS WITH ARCHITECTURAL.
RETURN AIR FLEX TAIL. TYPICAL FOR ALL RETURN GRILLES.
3" WATER HEATER FLUE UP TO TERMINATION ON ROOF. CONFIRM SIZING PER MANUFACTURER RECOMMENDATION.
10" COMBUSTION AIR DUCT UP TO ROOF. DUCT INSIDE OF HWH ROOM 127 SHALL TERMINATE WITHIN 12" OF THE CEILING. COVER WITH WIRE MESH SCREEN.
PROVIDE 1" ACOUSTICAL DUCT LINING.
12"x12" UP TO EF-6.
8" UP TO EF-7.
8" UP TO EF-8.
4" DRYER EXHAUST DUCT DOWN TO FUTURE DRYER VENT LOCATION. 4" DRYER EXHAUST DUCT UP TO VENT CAP ON ROOF.
PROVIDE DUCTWORK WITH 1" INTERNAL LINING.
ALL EXHAUST DUCTWORK SERVING LOCKER/SHOWER AREAS SHALL BE STAINLESS STEEL.
DUCTWORK SHALL BE INSTALLED TIGHT TO STRUCTURE.
PROVIDE 3/4" DOOR UNDERCUT.
2 3
ALL SIDEWALL GRILLES SHALL BE INSTALLED AS HIGH AS POSSIBLE ON VERTICAL WALLS TO MINIMIZE SIGHT.
FOR VAV BOX INSTALLATION DETAIL, SEE 1/M3.1.
FOR DUCTLESS FAN COIL UNIT MOUNTING DETAIL, SEE 4/M3.1.
FOR TYPICAL DIFFUSER DETAIL, SEE 9/M3.1.
FOR TYPICAL RETURN AIR GRILLE WITH FLEX TAIL DETAIL, SEE 1/M3.2.
FOR EXPOSED DUCTWORK DIFFUSER DETAIL, SEE 2/M3.2.
FOR TYPICAL TRANSFER AIR DETAIL, SEE 3/M3.2.
FOR TYPICAL DUCT TAKEOFFS, SEE 4/M3.2.
FOR TYPICAL DUCT SUPPORT DETAIL, SEE 5/M3.2.
FOR DUCT LINER DETAIL, SEE 6/M3.2.
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
4 5
6 7
8 9
10 11
12 13
14 15
ISSUED FOR
CONSTRUCTION
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 277 of 321
VAV-11
VAV-13
VAV-1
VAV-2
VAV-3
VAV-4
VAV-5
VAV-7
VAV-17
VAV-16
VAV-8
VAV-9
VAV-15
VAV-10
FC-1
BREAK ROOM
125
LOBBY
100
SERVER
118
OFFICE D1
119
OFFICE D1
120
MULTI-PURPOSE
112
RECEPTION
103
STORAGE
114
RECEIVING
116
OPEN WORK
STATIONS
117
COPY/MAIL
ROOM
115
WOMEN'S
128
OFFICE B
107
HALL
102
RESTROOM
104
CONFERENCE
106
RESTROOM
101
COPY
105
HWH
127
ELECTRICAL
132
MEN'S
129
OFFICE D1
121
MEN'S LOCKER
130
WASH ROOM
131
STORAGE
123
HALL
122
FITNESS
126
JAN
124
OFFICE D1
111
OFFICE C1
108
OFFICE C1
110
OFFICE C1
109
STORAGE
113
FR
133
3/4"3/4"
3/4"3/4"
3/4"3/4"
3/4"3/4"
3/4"3/4"
1 1/2"1 1/2"
1"1"
3/4"3/4"3/4"3/4"
3/4"3/4"
3/4"3/4"
3/4"3/4"
3/4"3/4"
1 1/2", UP
2.1 GPM
1 1/4"
2.5 GPM
0.5 GPM
0.5 GPM
1.8 GPM
0.6 GPM
2.2 GPM
1.0 GPM
0.8 GPM
1.3 GPM
2.3 GPM
1.7 GPM
2.9 GPM
1.2 GPM
1"1"
3/4"3/4"
3/4"3/4"
VAV-6
1.0 GPM
VAV-14 VAV-12
0.9 GPM 0.9 GPM
3/4"3/4"
1 1/4"1 1/4"
3/4"3/4"
1 1/4"1 1/4"
1 1/4"1"1"1"1"
3/4"3/4"
3/4"3/4"
3/4"3/4"
3/4"3/4"
3/4"3/4"
1 2
G
E
J
F
H
3 C
A
98764 101
B
5 D
OFFICE E1
134
OFFICE E1
135
OFFICE E1
136
OFFICE E1
137
OFFICE E1
138
OFFICE E1
139
OFFICE E1
140
No. 30090
O
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
MECHANICAL
PIPING FLOOR
PLAN
200102
M2.2
AE
DI
RA
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE: 1/8" = 1'-0"M2.2
1 MECHANICAL PIPING FLOOR PLAN
KEYNOTES
GENERAL NOTES
1 REFRIGERANT PIPING UP TO CONDENSING UNIT ON ROOF.
FOR VAV BOX REHEAT COIL PIPING DIAGRAM, SEE 3/M3.1.
FOR DUCTLESS FAN COIL UNIT MOUNTING DETAIL, SEE 4/M3.1.
FOR VERTICAL DX PIPE SUPPORT DETAIL, SEE 8/M3.2.
FOR TYPICAL PIPE SUPPORT DETAIL, SEE 9/M3.2.
1. 2.
3. 4.
ISSUED FOR
CONSTRUCTION
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 278 of 321
1 EF
2 EF
3 EF
4 EF
5 EF
6 EF
7 EF
8 EF
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10 '
- 0"
10' - 0"
1 B
1 CU
1 P
2 P
1 RTU1 1/2", DN
1 ET
1 AS
1 1/2"1 1/2"
2 G
E
J
F
H
3 C
A
98764 101
B
5 D
1 2
3 10"ø
4 5
5 6
10' - 0"
6 10' - 0"
6 6
No. 30090
O
A
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TS EM
A T
E
ETSGI
GG
D UUOO
RPD NESIRS
FICLFA
GI
AACANHIIN
L
OR
AA SK EE
N
OIFESSN AL
R R
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
MECHANICAL
ROOF PLAN
200102
M2.3
AE
DI
RA
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE: 1/8" = 1'-0"M2.3
1 MECHANICAL ROOF PLAN
KEYNOTES
GENERAL NOTES
1 DRYER EXHAUST VENT CAP.
WATER HEATER FLUE VENT CAP.
COMBUSTION AIR INTAKE. TERMINATE AT 45 DEGREE ANGLE WITH OPENING FACING DOWNWARD AND COVER WITH 1/4" WIRE MESH SCREEN.
TERMINATION SHALL NOT BE LESS THAN 12" ABOVE ROOF.
PERMANENT ROOF ACCESS.
MECHANICAL EQUIPMENT CLEARANCE AREA, TYPICAL.
10' MINIMUM CLEARANCE TO OUTSIDE AIR INTAKES AND BUILDING OPENINGS, TYPICAL.
2 3
FOR PACKAGE ROOFTOP A/C UNIT INSTALLATION DETAIL, SEE 2/M3.1.
FOR ROOF MOUNTED EXHAUST FAN DETAIL, SEE 5/M3.1.
FOR CONDENSING UNIT MOUNTING DETAIL, SEE 6/M3.1.
FOR BOILER MOUNTING DETAIL, SEE 7/M3.1.
FOR VERTICAL INLINE PUMP DETAIL, SEE 8/M3.1.
FOR REFRIGERANT PIPING THRU ROOF DETAIL, SEE 7/M3.2.
FOR GAS VENT DETAIL, SEE 1/M3.3.
FOR EXHAUST FAN CONTROL DIAGRAM, SEE 3/M3.3.
FOR INTAKE AIR GOOSENECK DETAIL, SEE 4/M3.3.
FOR BOILER PIPING DIAGRAM, SEE 5/M3.3.
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
4 5
6 ISSUED FOR
CONSTRUCTION
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 279 of 321
PACKAGE ROOFTOP A/C UNIT INSTALLATION DETAIL
NO SCALE
DISCONNECT SWITCH (BY
ELECTRICAL CONTRACTOR)
FACTORY SUPPLIED
INSULATED ROOF CURB
FOR ATTACHMENT OF ROOF
CURB TO ROOF STRUCTURE
REFER TO STRUCTURAL AND
ARCHITECTURAL DRAWINGS
ROOF
ELECTRICAL WIRING UP THRU
CURB, THRU A/C UNIT CABINET
TO SIDE MOUNTED DISCONNECT
(BY ELECTRICAL CONTRACTOR)
SD
OUTSIDE AIR INTAKE HOOD
FLEX CONNECTIONS (TYPICAL)
BASE RAIL BOLT TO NAILING STRIP
NAILING STRIP
FIELD SUPPLIED METAL FLASHING
INSERTED BETWEEN CURB LIP AND NAILING
STRIP. NAIL TO NAILING STRIP (TYPx4 SIDES)
SMOKE DETECTOR (WHERE SPECIFIED)
LINED DUCT WORK WHERE SHOWN
2 M3.1
NO SCALE
VAV TERMINAL BOX DETAIL
SEAL AIR TIGHT AND SECURE
TO TERMINAL UNIT WITH
MIN. (4) SHEET METAL SCREWS
VARIABLE AIR VOLUME TERMINAL
1" WIDE HANGER STRAP, SECURE
TO BUILDING STRUCTURE (TYPx4)
MIN. 3'-0" STRAIGHT DUCT RUN
AT THE INLET TO THE TERMINAL
SECURE HANGER STRAPS TO UNIT
WITH SHEET METAL SCREWS
DAMPER ACTUATOR
(SEE CONTROL DIAGRAM)
BRANCH DUCT
12" MIN. FROM VAV
TERMINAL TO FIRST
BRANCH DUCT
CONNECTION
SHEET METAL PLENUM, SAME HEIGHT
AND WIDTH AS TERMINAL OUTLET, 1"
INSULATED LINING WITH 45°
TAPER AT TERMINAL CONNECTION
REHEAT COIL CONNECTIONS, SEE
REHEAT COIL PIPING DIAGRAM
REHEAT COIL (IF SCHEDULED)
SECURE HANGER STRAPS TO
UNIT WITH SHEET METAL SCREWS
1 M3.1
NO SCALE
VAV BOX REHEAT COIL PIPING DIAGRAM
DIELECTRIC COUPLING
(WHERE REQUIRED)
SERVICE VALVE (TYPICAL)
COMBINATION AUTOMATIC FLOW
CONTROL DEVICE, PRESSURE AND
TEMPERATUREPORTS, SHUT-OFF
BALL VALVE, AIR VENT AND UNIONS
DESIGNER NOTE:
WHEN DISSIMILAR METAL PIPING
CONNECTIONS OCCUR (I.E. STEEL MAIN
AND COPPER RUN-OUT) THE SERVICE
VALVE MUST BE BRASS CONSTRUCTION
AND A DIELECTRIC COUPLING
PROVIDED.
COMBINATION SHUT-OFF BALL
VALVE, STRAINER, DRAIN, PRESSURE
AND TEMPERATURE PORT AND UNIONS.
UNION (TYP.)
BYPASS LINE SHUT-OFF/
BALANCING BALL
VALVE WITH MEMORY
STOPS.
SUPPLY MAIN
RETURN MAIN
2-WAY, TWO POSITIONS VALVE (SHOWN)
3-WAY VALVE SHOWN DASHED. SEE
SCHEDULE FOR LOCATION. TWO POSITION
VALVES FOR FLOW RATES 0.5 TO 5.0 GPM
HEATING COIL
3 M3.1
FOR CONTINUATION OF REFRIGERANT
PIPING SEE MECHANICAL PLANS
OUTDOOR WIRE TO OUTDOOR UNIT
FOR CONTINUATION OF CONDENSATE
PIPING SEE PLUMBING PLANS
REFRIGERANT PIPING TO OUTDOOR UNIT
PUMPED CONDENSATE TO
AN APPROVED RECEPTOR
WALL
FINISHED CEILING
FINISHED FLOOR
4" FROM CEILING MINIMUM
DUCTLESS FAN COIL UNIT
CONDENSATE PUMP
SHEET NOTES
1. FAN COIL REQUIRES 4" SERVICE CLEARANCE FROM TOP
AND LEFT SIDE, 8" SERVICE CLEARANCE ON RIGHT SIDE
2. UNIT SHALL BE INSTALLED IN STRICT CONFORMANCE
WITH THE MANUFACTURE'S INSTRUCTIONS, START-UP
AND SERVICE INSTRUCTIONS
DUCTLESS FAN COIL UNIT MOUNTING DETAIL
NO SCALE
4 M3.1
NO SCALE
ROOF MOUNTED EXHAUST FAN DETAIL
BIRDSCREEN
EXTEND DUCT TO
TOP OF ROOF CURB
FLASHING
ROOF BY GENERAL
CONTRACTOR
FASTEN THROUGH
ROOF CONSTRUCTION
ROOF
GALVANIZED IRON CLIP
ATTACHMENT TO ROOF
ROOF OPENING
DUCT SIZE +2"
INSULATED PRE-FAB
CURB (BY FAN MFGR.)
BACKDRAFT DAMPER
5 M3.1
NO SCALE
CONDENSING UNIT MOUNTING DETAIL
CONDENSING UNIT OR HEAT PUMP
(2) #10x1/2" PLATED TEK SCREW
16GA GALVANIZED CORNER BRACE
MASONRY FASTENER 1/4"x1 1/4" HEAD
CONCRETE SLAB
6 M3.1
NEOPRENE PAD
12" CLEARANCE FROM
EDGE OF BASE TO BOILER
CANT STRIP
ROOFING
BOILER
2 1/2" x 2 1/2" x 3/16" x 12"LONG
ANGLE CLIP - (4) REQUIRED
PER BASE ONE PER SIDE
INTERMEDIATE
SUPPORT AS REQUIRED
ROOF CONSTRUCTION
SEE ARCH DRAWINGS
NEOPRENE PAD ISOLATORS
20 GAUGE GALVANIZED
IRON FLASHING
1 1/2" MARINE PLYWOOD
4"x6" WOOD EQUIPMENT BASE FRAME
SECURE TO ROOF WITH ANGLE CLIPS
BOILER MOUNTING DETAIL
NO SCALE
7 M3.1
12GA WIRE ATTACHED TO OPPOSING
CORNERS, CONNECT TO STRUCTURAL
CEILING (TYP), WIRES MAY BE SLACK
FLEXIBLE DUCT NOT TO EXCEED
7'-0" WHEN FULLY EXTENDED
ATTACH RIGID DUCT TO FLEX DUCT
WITH MINIMUM 2" WIDE STRAP (TYP)
DIFFUSER
ROUND DUCT
MANUAL AIR VOLUME DAMPER (TYP)
ROD CONTINUOUS ON ALL
DAMPERS OVER 12" DIAMETER
CONNECT TO STRUCTURAL (TYP)
CONNECT RIGID DUCT TO FLEX DUCT
WITH MINIMUM 1" WIDE STRAP (TYP)
DAMPER ARM WITH QUADRANT LOCK
ACOUSTIC CEILING TILE SHOWN. SEE
DIFFUSER MANUFACTURER
INFORMATION FOR GYP. BOARD CEILING
INFORMATION
T-RUNNER (TYP)
SECURE WITH (4) #10 SCREWS
FLEX DUCT BEND RADIUS SHALL
BE 2 TIMES THE DUCT RADIUS
DIFFUSER DETAIL
NO SCALE
9 M3.1
NO SCALE
8 M3.1
VERTICAL INLINE PUMP DETAIL
SYSTEM INLET
SYSTEM OUTLET
MIN. 2" DEFLECTION
VIBRATION ISOLATION (TYP)
SUCTION GUIDE
TRIPLE DUTY
VALVE
FLUSH LINE
PRESSURE
GAGE AND PIPING
PET
COCK
(TYP)
DRAIN
CONNECTION
STRAINER SEE
SPECIFICATIONS FOR TYPE
PUMP MOTOR
SEE SPECIFICATIONS
FOR DETAILS
SHUTOFF VALVE.
SEE SPECIFICATIONS FOR TYPE
SPLIT
COUPLER
PIPE SUPPORTS (TYP)
No. 30090
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RPD NESIRS
FICLFA
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AACANHIIN
L
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AA SK EE
N
OIFESSN AL
R R
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
MECHANICAL
DETAILS
200102
M3.1
AE
DI
RA
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
ISSUED FOR
CONSTRUCTION
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 280 of 321
MINIMUM 1" WIDE STRAP (TYP)
ROUND SUPPLY DIFFUSER
ROUND DUCT
DAMPER ARM WITH
QUADRANT LOCK
MANUAL AIR VOLUME
DAMPER (TYPICAL)
ROD CONTINUOUS ON ALL
DAMPERS OVER 12" DIAMETER
CONNECT TO STRUCTURAL
WITH 1/4" THREADED RODS
(TYPICAL)
EXPOSED DUCTWORK DIFFUSER DETAIL
NO SCALE
2 M3.2
NO SCALE
RETURN AIR GRILL WITH FLEX TAIL/SOUND BOOT DETAIL
T-RUNNER (TYP)
ACOUSTIC CEILING TILE SHOWN. SEE
DIFFUSER MANUFACTURER
INFORMATION FOR GYP. BOARD
CEILING INFORMATION
FLEX DUCT BEND RADIUS SHALL BE 2
TIMES THE DUCT RADIUS
3"MIN.
DUCT SIZE
PER FLOOR PLANS
RETURN AIR TO
CEILING PLENUM
CONNECT TO STRUCTURE
(TYP)
12GA. WIRE ATTACHED TO OPPOSING
CORNERS, CONNECT TO STRUCTURAL
CEILING (TYP), WIRES MAY BE SLACK
FLEXIBLE DUCT NOT
TO EXCEED 5'-0"
ATTACH FLEX DUCT TO
STRUCTURAL W/MIN.
2" WIDE STRAP (TYP)
1 M3.2
NO SCALE
TRANSFER AIR DETAIL
T-RUNNER (TYP)ACOUSTIC CEILING TILE SHOWN. SEE
DIFFUSER MANUFACTURER
INFORMATION FOR GYP. BOARD
CEILING INFORMATION
SECURE WITH
(4) #10 SCREWS
DIFFUSER
12GA. WIRE ATTACHED TO OPPOSING
CORNERS, CONNECT TO
STRUCTURAL CEILING
(TYP), WIRES MAY BE SLACK
FLEXIBLE DUCT NOT
TO EXCEED 7'-0"
WHEN FULLY EXTENDED
ATTACH RIGID DUCT TO
FLEX DUCT WITH MIN.
2" WIDE STRAP (TYP)
CONNECT TO
STRUCTURAL (TYP)
ATTACH RIGID DUCT TO
FLEX DUCT WITH MINIMUM
1" WIDE STRAP (TYP)
ROUND
DUCT (TYP)
FLEX DUCT BEND RADIUS
SHALL BE 2 TIMES THE
DUCT RADIUS (TYP)
INTERIOR WALL
3 M3.2
NO SCALE
TYPICAL DUCT TAKEOFF DETAILS
3'-0" MAX
THIS DIMENSION MUST
BE AT LEAST 1/2 "D"
"D"
30° OR LESS
(TYPICAL)
DUCT UNDER BEAM OR CROSSOVER SECTION
NO SCALE
BRANCH DUCT
45°
MAIN
"D"
4 "D"
RECTANGULAR BRANCH DUCT
NO SCALE
BRANCH FLEX OR
SPIRAL DUCT
MANUAL VOLUME
DAMPER ON FITTING
(TYPICAL)
45°
MAIN
ROUND BRANCH DUCT
NO SCALE
RECTANGULAR MAIN/ROUND BRANCH DUCT
NO SCALE
ROUND BRANCH
FLEX DUCT OR
SPIRAL DUCT
MANUAL VOLUME
DAMPER
(RECTANGULAR)
MAIN DUCT
SADDLE TAP OR
SPIN-IN FITTING
45°
4 M3.2
HANGER
STRAPS
MA
X
I
M
U
M
S
P
A
C
I
N
G
SCREWS
SLING, AVOID
DISRUPTION OF
INSULATION
BAND OF SAME SIZE
AS HANGER STRAP
HANGER
STRAP
LOAD-RATED
FASTENERS
12 "
12 "
3"
1" MIN
12 "
ROUND DUCT RECTANGULAR DUCT
DUCT SUPPORT DETAIL
NO SCALE
5 M3.2
12"O.C. MAX
2"
NOTES:
1. METAL FASTENERS OMARK INSUL-PINS, DURA DYNE
FASTENERS OR GRIP NAILS
2. GRIP NAILS SHALL BE INSTALLED BY GRIP NAIL
HAMMER OR BY AUTOMATIC FASTENER EQUIPMENT
GALVANIZED IRON DUCT
ALL ENDS OF LINER TO BE COATED
WITH ADHESIVE (MIRACLE PF96)
ENDS OF LINER SHALL BE
BUTTED FIRMLY TOGETHER
DUCT LINER MIN 1 1/2 PCF 1.0" THICK
NOT MORE THAN 2"
FROM EDGE OF LINER
TOP AND BOTTOM
SECTION OF LINER SHALL
OVERLAP THE SIDES
DUCT LINER MIN 1 1/2 PCF 1.0" THICK
LINER TO BE ADHERED TO DUCT
DUCT LINER DETAIL
NO SCALE
6 M3.2
NO SCALE
REFRIGERANT PIPING THRU ROOF DETAIL
SEAL END OF DUCT
AROUND PIPE WITH
SPRAY FOAM
DX PIPING TO CONDENSING
UNITS
COPPER DX
PIPES WITHIN 6"ø
GALVANIZED STEEL
DUCTWORK
DX PIPING TO FAN COIL
SEAL OPENING
ROOFING
GALVANIZED
STEEL
FLASHING
CONTINUOUS
SEAL 6"ø DUCT
TO FLASHING
7 M3.2
NO SCALE
VERTICAL DX PIPE SUPPORT DETAIL
WALL
SECURE RISER
CLAMP TO CONC.
WALL WITH 3/8"ø
EXPANSION BOLT.
FRONT VIEW SIDE VIEW
PIPE
INSULATION
OFFSET RISER CLAMP
8 M3.2
PIPE SUPPORT DETAIL
SLEEVE AND PIPE PROTECTION SADDLES.
PIPE & INSULATION WITH FULL CIRCLE
CHANNEL
UNIVERSAL
OF 4 PER SUPPORTS
SADDLES TIGHT TO WALL
FULL CIRCLE SLEEVE
PIPE INSULATION WITH
AND PIPE PROTECTION
BOLT MIN.
WALL
SUPPLY & RETURN PIPING
HOT WATER HEATING
(TYPICAL)
HANGER RODS
UNISTRUT
NO SCALE
9 M3.2
No. 30090
O
A
O
C
LER
E
TS EM
A T
E
ETSGI
GG
D UUOO
RPD NESIRS
FICLFA
GI
AACANHIIN
L
OR
AA SK EE
N
OIFESSN AL
R R
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
MECHANICAL
DETAILS
200102
M3.2
AE
DI
RA
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
ISSUED FOR
CONSTRUCTION
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 281 of 321
MINIMUM 10'-0" FROM
OPENINGS INTO THE BUILDING
(OSHPD PROJECTS: MINIMUM 25'-0"
FROM OPENING INTO THE BUILDING)
24" MINIMUM
VENT CAP
STORM COLLAR
FLASHING
ROOFING
GAS VENT
GAS VENT DETAIL
NO SCALE
1 M3.3
NO SCALE
THERMOSTAT MOUNTING DETAIL
TOP OF
THERMOSTAT
FINISHED
FLOOR
46"
MAX
34"
MAX
24" MAX
T
OVER OBSTRUCTIONMOUNTING HEIGHT
T CENTERLINE OF
THERMOSTAT
FINISHED
FLOOR
48"
MAX
NOTE:
THERMOSTATS ARE TO BE LOCATED NO MORE THAN 48" ABOVE FINISHED FLOOR (46" MAXIMUM HEIGHT IF LOCATED OVER A COUNTER)
(24" MAXIMUM REACH DEPTH AT COUNTER)
COORDINATE WITH ARCHITECTURAL DRAWING
2 M3.3
SEE SCHEDULE FOR VOLTAGE
LINE VOLTAGE THERMOSTAT
SET AT 85° F HONEYWELL
MODEL #T6054A
SEE SCHEDULE FOR VOLTAGE
TO LINE VOLTAGE
WALL SWITCH
CONTROLS LEGEND
POWER WIRING BY ELECTRICAL
CONTROL WIRING BY MECHANICAL
BY MECHANICAL CONTRACTOR
BY ELECTRICAL CONTRACTOR
NO SCALE
EXHAUST FAN CONTROL DIAGRAM 3
M3.3
M
E
INTERNAL MOTOR
THERMAL SWITCH
M
EXHAUST FAN EXHAUST FAN
M
E
E
M
E
1-1/2"
LAG PUMP
SUCTION
DIFFUSER
STRAINER
NOTE:
PROVIDE DRAINS AT ALL LOW POINTS
AND AIR VENTS AT ALL HIGH POINTS.
PRESSURE RELIEF VALVE.
RUN DISCHARGE FULL SIZE
TO RECEPTORBYPASS
CONTRACTOR
CHEMICAL POT
FEEDER
BY PLUMBING
1" MAKE-UP WATER
LEAD PUMP
AUTOMATIC
AIR VENT
AIR
SEPARATOR
EXPANSION
TANK
DRAIN PIPING SHALL
EXTEND TO RECEPTOR
BALANCE VALVE (TYP)
ISOLATION BALL VALVE
ISOLATION BALL
VALVE
BYPASS VALVE
3-WAY VALVE
BOILER
RELIEF LINE RUN FULL
SIZE OF RELIEF VALVE
TO RECEPTOR
PETES PLUG
(TYPICAL)
PUMP
BALANCE VALVE
SHUT OFF VALVE COIL
B
1 P
1 ET
1 P
2 AS
1 1-1/2"
1-1/2"
1-1/2"1-1/2"
1-1/2"
1-1/2" 1-1/2"
1-1/2"
1-1/2"
NO SCALE
BOILER PIPING DIAGRAM 5
M3.3
NO SCALE
4 M3.2
INTAKE AIR GOOSNECK AT ROOF DETAIL
CANT STRIP
DUCT
CAULK OR SEAL
3/4" PLYWOOD
90° (DEGREE)
CURB STRUCTURAL
SUPPORTS
ROOF
SHEATHING
COUNTER
FLASHING
20 GAUGE
GALVANIZED
STEEL CAP
BUILD UP ROOFING
4x8 WOOD AT PERIMETER,
& AT 12" ON CENTER
SCREEN
No. 30090
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
MECHANICAL
DETAILS
200102
M3.3
AE
DI
RA
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
ISSUED FOR
CONSTRUCTION
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 282 of 321
VAV-01 VAV-02 VAV-03 VAV-04 VAV-05 VAV-06 VAV-07 VAV-08 VAV-09 VAV-10 VAV-12 VAV-13 VAV-14 VAV-15 VAV-16 VAV-17 B1
Boiler
P-1
VFD
P-2
VFD
HHW
BTU
SF
VFD
PLC
RTU-1
HHW System
Panel
CAT5e
EF
VFD
BACnet IP
MSTP
MSTP
BSM RISER DIAGRAM
NO SCALE
1 M4.1
P-2
1.5 HP
25 gpm
DI
MSTP
VSD
R
AO
DO
HHWS
AI-P
AI-T
AI-T
AI-F
MSTP
24 VAC
BTU
Meter
P-1
1.5 HP
25 gpm
DI
MSTP
VSD
R
AO
DO
Boiler B1
252 MBH
25 gpm
BP-1
0.75 HP
71 gpm
DI
Self-Actuated
Diverting Valve
BACnet MSTP
AI-T
HHWR
Outside Air
Mtd in Eq Yard
AI-H
AI-T
AI-T
Mtd on Roof
L
H
HEATING HOT WATER SYSTEM
NO SCALE
2 M4.1
Sup ASC
Htg
AI
T & CO2
AO
AO
MSTP
24 VAC
Ret
AI
T
¼” Poly
Tubing
Exh
PE
1 HP
SF
10 HP
10,000 cfm DX
RTU-1
2-Way
Eq Pct Valve
Fail to Last
Command
Backdraft
Damper
MSTP
¼” Poly
Tubing
Open Work Area
Ceiling
RTU-1 furnished
with factory
controls
OSA
Typ 17
CO2 in Conf
Room and Break
Room onlyRTU-1 DIAGRAM
NO SCALE
3 M4.1
Exh
Exh
EF-01 Fract HP 250 cfm Electrical Room
Exh
DO
DI
Exh
R
EF-02 Fract HP 1,500 cfm Mens Locker Room
EF-03 Fract HP 150 cfm Washroom
EF-04 Fract HP 900 cfm Womens Locker Room
EF-05 Fract HP 350 cfm Fitness Room
EF-06 Fract HP 250 cfm Break & Copy Rooms
Line Voltage
Thermostat
2-#16
EXHAUST CONTROL DIAGRAMS
NO SCALE
4 M4.1
SEQUENCE OF OPERATION
NO SCALE
5 M4.1
No. 30090
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
MECHANICAL
CONTROL
DIAGRAMS
200102
M4.1
AE
DI
RA
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
ISSUED FOR
CONSTRUCTION
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 283 of 321
No. 30090
O
A
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ETSGI
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D UUOO
RPD NESIRS
FICLFA
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AACANHIIN
L
OR
AA SK EE
N
OIFESSN AL
R R
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
TITLE 24
DOCUMENTATION
200102
M5.1
AE
DI
RA
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
ISSUED FOR
CONSTRUCTION
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 284 of 321
GENERAL NOTES
CONTRACTOR SHALL CAREFULLY REVIEW THESE PLANS AND
SPECIFICATIONS PRIOR TO BID. CONTRACTOR SHALL ALSO REVIEW
PLANS AND SPECIFICATIONS OF OTHER RELATED TRADES
(INCLUDING ARCHITECTURAL, MECHANICAL, STRUCTURAL, CIVIL AND
ELECTRICAL) PRIOR TO BID TO INSURE AN ACCURATE
UNDERSTANDING OF EXACT SCOPE OF WORK.
EQUIPMENT INDICATED ON THESE DRAWINGS ARE SHOWN IN
APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL FIELD VERIFY
ALL EXISTING CONDITIONS INCLUDING EQUIPMENT LOCATIONS,
STRUCTURAL MEMBERS, P.O.C.'S, INVERT ELEVATIONS AND
AVAILABILITY OF ALL EXISTING UTILITIES PRIOR TO INSTALLATION.
NOTIFY THE CONSTRUCTION COORDINATOR OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO COMMENCING ANY WORK. DO NOT
PROCEED WITHOUT CONSTRUCTION COORDINATOR APPROVAL FOR
ANY CHANGES IF REQUIRED.
PLUMBING EQUIPMENT, MATERIAL AND CONNECTIONS SHALL BE
INSTALLED COMPLETE PER MANUFACTURER'S INSTRUCTIONS TO
PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM.
WORK SHALL CONFORM TO CODE. IN CASE OF CONFLICTS WITH
CODE, DRAWINGS, OR SPECIFICATIONS, THE MORE STRINGENT
SHALL PREVAIL.
PLUMBING SHALL BE INSTALLED TO AVOID INTERFERENCE WITH
ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL
FRAMING. COORDINATE WITH ALL OTHER TRADES, STRUCTURAL
CONDITIONS AND BUILDING CONSTRUCTION, PRIOR TO START OF INSTALLATION.
EXACT LOCATION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS.
COORDINATE LOCATION OF CONDENSATE DRAIN CONNECTIONS TO
MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR
TO INSTALLATION.
PLUMBING LINES SHALL BE CONCEALED WITHIN THE BUILDING
STRUCTURE TO AS GREAT EXTENT AS POSSIBLE.
PIPING SYSTEMS SHALL BE SEISMICALLY BRACED PER CALIFORNIA BUILDING CODE.
SOIL, SEWER, WASTE AND STORM DRAIN PIPING SHALL SLOPE AT 1/4" PER FOOT MINIMUM UNLESS INDICATED OTHERWISE.
VALVES SHALL BE READILY ACCESSIBLE. WHERE VALVES ARE
INSTALLED WITHIN OR BEHIND WALLS, AN ACCESS PANEL SHALL BE INSTALLED.
OUTLETS FOR FUTURE CONNECTIONS SHALL BE INSTALLED TO
PERMIT EASY CONNECTION. COORDINATE WITH DUCTWORK,
STRUCTURAL CONDITIONS AND ARCHITECTURAL LAYOUT.
BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH SECTIONS 701.0 AND 903.0 OF THE CALIFORNIA PLUMBING CODE.
ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN
APPROVED LISTING AGENCY.
ALL INTERIOR CONDENSATE DRAIN PIPING SHALL BE INSULATED.
PROVIDE VACUUM BREAKERS AT ALL HOSE BIBS.
FAUCETS SHALL HAVE A FLOW RESTRICTION DEVICE NOT TO EXCEED
2.2 GPM. LAVATORIES IN PUBLIC AREAS SERVING THE TRANSIENT
PUBLIC SHALL HAVE SELF CLOSING FAUCETS, PER CPC SECTION 402.4.
WATER CLOSETS SHALL BE ULTRA LOW FLUSH TOILETS, 1.28 GPF MAXIMUM, PER CPC SECTION 402.2.
URINALS SHALL BE ULTRA LOW FLUSH URINALS, 0.125 GPF MAXIMUM, PER SECTION 402.3.
SHOWERHEADS SHALL HAVE A MAXIMUM FLOW OF 2.0 GPM AND
SHALL HAVE A MIXING VALVE AT SHOWER CONTROLS.
WATER HEATER/BOILER WILL COMPLY WITH CPC SECTION 608.3 FOR THERMAL EXPANSION REQUIREMENTS.
WATER HEATERS SHALL BE LISTED IN THE CALIFORNIA ENERGY
COMMISSION LIST OF APPROVED WATER HEATERS.
INSULATING MATERIALS INSTALLED SHALL BE CERTIFIED BY
CALIFORNIA ENERGY COMMISSION TO MEET C.E.C. ENERGY
EFFICIENCY STANDARDS (E.E.S) SECTION 118, 123, 124.
PLUMBING EQUIPMENT SHALL BE CERTIFIED BY AND COMPLY WITH
THE STATE OF CALIFORNIA ENERGY CONSERVATION STANDARDS
(E.E.S.) SECTION 113. COMPLIANCE CERTIFICATES SHALL BE PROVIDED WITH EQUIPMENT SUBMITTALS.
WATER HEATERS FOR DOMESTIC HOT WATER AND/OR POOLS SHALL
COMPLY WITH THE STATE OF CALIFORNIA ENERGY EFFICIENCY
STANDARDS (E.E.S.) SECTION 113. AND 114.
DO NOT ROUTE PIPING OVER ELECTRICAL ROOMS, MDF ROOMS, IDF ROOMS, COMPUTER ROOMS OR ELEVATOR EQUIPMENT ROOMS.
EXCEPTION: PIPES REQUIRED TO SERVE THE ROOM.
FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE
DRAINAGE SYSTEM AND SUBJECT TO INFREQUENT USE SHALL BE
PROVIDED WITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR WATER SEALS.
CROSS CONNECTION PROTECTION SHALL BE PROVIDED AT ALL
POTABLE WATER SUPPLIED APPLIANCES AND EQUIPMENT (OTHER
THAN THOSE LISTED IN INFORMATION BULLETIN 103 OF THE SAN DIEGO MUNICIPAL CODE.
WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST
HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION, PER
CPC SECTION 508.2.
EACH WATER HEATER (WH-1) IS A LISTED, NON-STORAGE,
INSTANTANEOUS HEATER, HAVING AN INSIDE DIAMETER OF NOT
MORE THAN 3 INCHES.
THE PROJECT WILL COMPLY WITH THE COUNTY OF SAN DIEGO
FIGHTING ORDINANCE.
ROOF TOP PIPING EXPOSED TO WEATHER OR SUNLIGHT MUST BE
METTALIC.
ALL FERROUS PIPING EXPOSED TO WEATER MUST BE GALVANIZED.
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
11. 12.
13. 14.
15. 16.
17. 18.
19. 20.
21. 22.
23. 24.
25. 26.
27. 28.
29. 30.
TEMPERATURE & PRESSURE RELIEF VALVE [DIAGRAMMATIC]
WATER HAMMER ARRESTOR (P.D.I. SIZE) [DIAGRAMMATIC]
DOWN OR DROP [DIAGRAMMATIC]DN
RISE OR RISER [DIAGRAMMATIC]
UNION (DIELECTRIC) [DIAGRAMMATIC]
FLOOR SINK
WALL HOSE BIBB [DIAGRAMMATIC]
FLOOR DRAIN
FS
FD
WHA( )
U
WHB
UP
HOT WATER RETURN PIPING
TRAP PRIMER LINE
SHUT-OFF-VALVE (GATE VALVE) [DIAGRAMMATIC]
CHECK VALVE [DIAGRAMMATIC]
FLOOR CLEAN OUT [DIAGRAMMATIC]
WALL CLEAN-OUT [DIAGRAMMATIC]
CAPPED LINE [DIAGRAMMATIC]
CLEAN-OUT TO GRADE [DIAGRAMMATIC]
PRESSURE REDUCING VALVE [DIAGRAMMATIC]
RV
WCO
CL
COG
FCO
TP
PRV
CV
HWR
SOV
TP
DESCRIPTION
CONDENSATE DRAIN PIPING
SANITARY VENT PIPING
COLD WATER PIPING
HOT WATER PIPING (120°)
POINT OF CONNECTION
SOIL OR WASTE BELOW SLAB
CD
CW
HW
V
CD
SYMBOL
POC
S
ABBREV.
SOV SHUT-OFF-VALVE (BALL VALVE) [DIAGRAMMATIC]
HB HOSE BIBB [DIAGRAMMATIC]
RPBP REDUCED PRESSURE PRINCIPAL BACKFLOW
PREVENTER [DIAGRAMMATIC]
CUBIC FEET PER HOUR
BRITISH THERMAL UNITS PER HOUR
AMERICANS WITH DISABILITIES ACT
ABOVE FINISHED FLOOR
CUBIC FEET PER MINUTE
HEATING, VENTILATING, & AIR CONDITIONING
POUNDS PER SQUARE INCH
UNIFORM PLUMBING CODE
QUANTITYQTY
TYPICAL
SQUARE FEET
WITH
VOLTS/PHASE/HERTZ
VENT THRU ROOF
W/
V/PH/HZ
SF
TYP
UPC
VTR
POUNDS
MAXIMUM
OPERATING
NUMBER
MINIMUM
MANUFACTURER'S
MAX
NO
OPER
MFR'S
PSI
IN
INT
LBS
MIN
INCH
INTEGRAL
CFH
EACH
FEET/FOOT
GALLONS PER MINUTE
FEET PER SECOND
GALLONS PER HOUR
HORSE POWER
EXISTING
GPM
GPH
HP
HVAC
EA
FT
FT/SEC
(E)
ABOVE CEILING
BELOW FLOOR
BELOW GRADE
BUILDING
B/F
B/G
CFM
BLDG
A/C
BTUH
AFF
ADA
PLUMBING LEGEND & ABBREVIATIONS
VARIABLE FREQUENCY DRIVEVFD
FIXTURE UNITFU
GALLONGAL
TOTAL DEVELOPED LENGTHTDL
CALIFORNIA PLUMBING CODE
CALIFORNIA BUILDING CODE
CPC
CBC
WATER HAMMER ARRESTOR TYPE 'A'WHA-'A'
SOIL OR WASTE ABOVE SLABS
AB 1953 COMPLIANCE
PIPE, PIPE FITTINGS, VALVES AND FIXTURES INTENDED TO CONVEY OR
DISPENSE WATER FOR HUMAN CONSUMPTION THROUGH DRINKING OR COOKING, SHALL BE CERTIFIED TO BE "LEAD FREE" AS DEFINED BY STATUTE AB 1953. NOTHING CONTAINED IN THESE DRAWINGS OR SPECIFICATIONS IS INTENDED TO VIOLATE THIS STATUTE.
NOTICE
THE EQUIPMENT MATERIALS AND COMPONENTS OF THE DESIGN SHOWN ON THE
MECHANICAL AND PLUMBING PLANS AND SUPPORTING DOCUMENTS AND
SPECIFICATIONS HAVE BEEN DEVELOPED FOR AN OWNER/ DEVELOPER AS RENTAL LIVING UNITS. THE EQUIPMENT, MATERIALS, AND COMPONENTS ARE BASED ON FIRST
COST AND BEST VALUE AND MAY THEREFORE REQUIRE ADDITIONAL MAINTENANCE AND OR REPLACEMENT THAN THOSE OF FOR SALE CONDOMINIUM UNITS. A MAJOR
MODIFICATION COULD BE REQUIRED AT THE OWNER/ DEVELOPER'S EXPENSE IF THE
APARTMENT PROJECT WERE TO BE CONVERTED TO A FOR SALE PRODUCT SUCH AS A CONDOMINIUM. FURTHERMORE, THE CONSTRUCTION MEANS, METHODS,
TECHNIQUES, PROCEDURES AND SEQUENCES ARE SOLELY THE RESPONSIBILITY OF
THE GENERAL CONTRACTOR AND ITS SELECTED MECHANICAL AND PLUMBING SUBCONTRACTOR.
PRESSURE LOSS THROUGH EXISTING BACKFLOW
ALLOWABLE MAXIMUM FRICTION LOSS PER 100 FT. OF PIPE
MAXIMUM DEVELOPED LENGTH OF WATER SYSTEM FT.
PRESSURE AVAILABLE FOR DROP (DESIGN PRESSURE)
METER (REGULATOR) TO HIGH OUTLET FT. X .43 =
REGULATED PRESSURE PSI X 0.8
PRESSURE AVAILABLE
DEVELOPED PRESSURE LOSS THROUGH EXISTING METER
NORMAL MINIMUM PRESSURE AT MAIN
RESIDUAL PRESSURE REQUIRED
--
95 PSI
PSI
PSI
PSI
PSI
PSI
PSI
PSI
PSI
EXISTING METER SIZE INCH GPM AT 80% CAPACITY.
SOFT WATER CONNECTION WILL WILL NOT BE USED.
FLUSHOMETER TANK TYPE FIXTURES PREDOMINANTLY USED.
TOTAL FIXTURE UNITS . DEMAND FLOW GPM.
NUMBER OF BUILDING STORIES
METER LOCATIONS:
1 1/2
1 94
1165 E TAYLOR ST, VISTA, CA 92084
65 80
WATER CALCULATIONS
CW PIPE SIZING
SIZE GPM FT/SEC
FIXTURE UNITS
FLUSH TANK FLUSH VALVE
1/2"
3/4"
1"
1 1/4"
1 1/2"
2"
HW PIPE SIZING
SIZE GPM FT/SEC
FIXTURE UNITS
FLUSH TANK FLUSH VALVE
1/2"
3/4"
1"
1 1/4"
1 1/2"
2"
ENERGY CONSERVATION NOTES
1.EQUIPMENT SHALL MEET THE APPLICABLE REQUIREMENTS OF THE APPLIANCE EFFICIENCY REGULATIONS PER SECTION 110.1.
2.ALL PIPE INSULATION MATERIAL SHALL MEET THE REQUIREMENTS PER SECTION 120.3 E.E.S.
3.SERVICE WATER-HEATING SYSTEMS AND EQUIPMENT SHALL MEET THE REQUIREMENTS PER SECTION 110.3 E.E.S.
FIXTURE UNIT SUMMARY
FIXTURE QTY
WATER
WSFU TWSFU DFU TDFU
SANITARY
94 65
63 --
TOTAL SUMMARY =
TOTAL GPM =
PIPE MATERIAL SCHEDULE
SOIL, WASTE, GREASE WASTE, VENT, STORM DRAIN AND OVERFLOW STORM DRAIN PIPE ABOVE AND BELOW GRADE TO 5'-0'' OUTSIDE BUILDING:
CAST IRON, HUBLESS WITH STAINLESS STEEL CLAMPS, OR FOR BELOW GRADE SCHEDULE 40 ABS DWV (SOLID CORE) WITH ABS FITTINGS.
WATER PIPING ABOVE GRADE:
COPPER TYPE "L", HARD DRAWN, WITH LEAD-FREE SOLDER. DOMESTIC HOT WATER TO BE INSULATED.
WATER PIPING BELOW GRADE:
COPPER TYPE "K", HARD DRAWN, WITH LEAD-FREE SOLDER.
CONDENSATE DRAIN ABOVE GRADE:
COPPER TYPE "M", WITH LEAD-FREE SOLDER.
STANDARDS FOR PLUMBING
FIXTURES AND FIXTURE FITTINGS
REQUIRED STANDARDS
WATER CLOSETS (TOILETS)-FLUSHOMETER
VALVE TYPE SINGLE FLUSH, MAXIMUM
FLUSH VOLUME
WATER CLOSETS (TOILETS)-FLUSHOMETER
VALVE TYPE DUAL FLUSH, MAXIMUM FLUSH
VOLUME
WATER CLOSETS (TOILETS)-TANK TYPE
URINALS, MAXIMUM FLUSH VOLUME
URINALS, NON WATER URINALS
PUBLIC LAVATORY FAUCETS: MAXIMUM
FLOW RATE - 0.5 PM (1.9 AL/MIN)
PUBLIC METERING SELF-CLOSING
FAUCETS: MAXIMUM WATER USE - 0.25
GAL (1.0 AL) PER METERING CYCLE
RESIDENTIAL BATHROOM LAVATORY SINK
FAUCETS: MAXIMUM FLOW RATE - 1.5 PM
(5.7 AL/MIN)
ASME A 112.19.14 AND U.S.EPA
WATERSENSE TANK-TYPE HIGH-EFFICIENCY
TOILET SPECIFICATION - 1.28 GAL (4.8 AL)
U.S.EPA WATERSENSE TANK-TYPE HIGH-
EFFICIENCY TOILET SPECIFICATION
ASME A 112.19.2/NCSA B45.1 - 0.5 GAL (1.9
AL)
ASME A 112.19.19 (VITREOUS CHINA) ANSI
Z124.9-2004 OR IAPMO Z124.9 (PLASTIC)
ASME A 112.18.1/CSA B125.1
ASME A 112.18.1/CSA B125.1ASME A 112.18.1/CSA B125.1
ASME A 112.18.1/CSA B125.1
ASME A 112.19.2/NCSA B45.1 - 1.28 GAL
(4.8 AL)
PER 2016 BUILDING ENERGY EFFICIENCY STANDARDS, TABLE 120.3-A.
PIPE INSULATION SCHEDULE
FLUID
TEMP.
RANGE (ºF)
CONDUCT.
RANGE
(BTUH/SF
PER ºF)
INSULATION
MEAN
RATING
TEMP. (ºF)
NOMINAL PIPE DIAMETER
105-140 0.22-0.28 100 1.0"
Less than 1"
1.5"
1" or larger
INSULATION THICKNESS REQUIRED
PER SECTION 5.303.3 PLUMBING FIXTURES (WATER CLOSETS) AND FITTINGS (FAUCETS AND SHOWERHEAD) SHALL COMPLY WITH THE FOLLOWING:
5.303.3.1 WATER CLOSETS:
EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 1.28 GPF.
5.303.3.3.1 SINGLE SHOWERHEAD:
MAXIMUM FLOW RATE OF NOT MORE THAN 2.0 GPM AT 80 PSI.
5.303.3.4.1 NON-RESIDENTIAL LAVATORY FAUCETS:
MAXIMUM FLOW RATE OF NOT MORE THAN 0.5 GPM AT 60 PSI.
5.303.3.4.4 METERING FAUCETS:
FLOW RATE SHALL NOT DELIVER MORE THAN 0.20 GAL PER CYCLE.
5.303.3.6 STANDARDS FOR PLUMBING FIXTURES:
PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN
ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA PLUMBING CODE AND IN CHAPTER 6 OF CALIFORNIA GREEN BUILDING STANDARDS CODE.
CAL GREEN CODE
NON-RESIDENTIAL MANDATORY
MEASURES
8.6 11
75.4 65
6.45 35
23.55 4
15 600
2 6
13 20
33 69 7
5.75 5.25
4.5 3.5
2.75 220
60 30
18 7
1 -
-
-
-
16 105
27 49 5
5 123
46 -
-
2 6
13 20 5
4.5 3.5
2.75 30
18 7
1 -
-
-
-
31. UNLESS NOTED OTHERWISEU.N.O.
WATER CLOSET (FV)
URINAL (FV)
LAVATORY
SHOWER
BREAK SINK
KITCHEN SINK
9 3
10 3
1 1 1.51.5
2.0 2.0
1.0 4.0
5.0 45
12 10
6 2
2.0 2
2 6
10 6
364.0
2.0 2.0
2.0 1.0
HOSE BIBB 5 2.5 ----1.0
2.5 4.0
X
X
DRINKING FOUNTAIN 2 10.5 0.5 1
COOLER FILLING STATION 1 55 ----
EMERGENCY EYE WASH 1 55 ----
32. 33.
No. 30090
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RPD NESIRS
FICLFA
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AACANHIINL
OR
AA SK EEN
OIFESSN AL
R R
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
PLUMBING
GENERAL
NOTES AND
LEGEND
200102
P0.1
AC
DI
AC
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 285 of 321
FIXTURE CONNECTION SUMMARY
SYMBOL DESCRIPTION
PIPE SIZES (INCHES)
CW HW W V TRAP
REMARKS
WC-1
L-1
MS-1
HB-1
S-1
WATER CLOSET
LAVATORY (ADA)
MOP SINK
HOSE BIBB
SINK
1 1/4
1 1/4
3/4 3/4
3/4
1/21/2
1/2 1/2 2 21 1/2
1 1/2
2 2
24 3 3
--------
--INT
SYMBOL DESCRIPTION GAL.
CAPACITY
EQUIPMENT SCHEDULE
EMERGENC
Y
POWER
ELECTRICAL DATA
VOLT PHASE CYCLE H.P.
OPER.
WEIGHT
(LBS.)
MANUFACTURER & MODEL NUMBER
MV
1 MIXING VALVE --------------ACORN MV17-2
ET
1 THERMAL
EXPANSION TANK ------------55
WATER HEATER SCHEDULE
SYMBOL DESCRIPTION
WH
1 WATER HEATER
GALLON
STORAGE
80 199,000
BTU INPUT GPH
RECOVERY
338
ELECTRICAL DATA
VOLT PHASE CYCLE WATTS FLA
OPER.
WEIGHT
(LBS.)
MANUFACTURER & MODEL NUMBER
--60 278 ---- RINNAI DEMAND DUO #CHS19980HEiN120
1 P0.2
GAS PIPING DIAGRAM
DESCRIPTION
WATER HEATER
HHW BOILER
CLOTHES DRYER
BBQ GRILL
GAS CALCULATIONS
QUANTITY
1 1
1 1
BTUH
199,000
300,000
80,000
70,000
TOTAL BTUH
199,000
300,000
80,000
70,000
TOTAL BTUH DEMAND
TOTAL CFH DEMAND (BTUH ÷ 1000)
MAXIMUM DEVELOPED LENGTH OF LOW PRESSURE GAS PIPING: (7"W.C.) • ALL GAS PIPING SIZED PER 2019 CPC
• LOW PRESSURE GAS SIZED AT 7"W.C.
FOR GAS PIPING DIAGRAM SEE 1/P0.2
649,000
649
350'
(E)GAS METER AND PRESSURE REGULATOR
5PSI TO 7"W.C.
649 CFH
220' TOTAL DEVELOPED LENGTH FROM REGULATOR TO BUILDING
(E)EARTHQUAKE
VALVE MANUAL RESET
2 1/2"G
649 CFH
(E)GAS COCK
(TYP.)
LEVEL 1
ROOF
MARK
CIRCULATION
PUMP
TYPE
PH
ELECTRICAL
PUMP SCHEDULE
DOMESTIC HOT
WATER
SYSTEM SERVED
GRUNDFOS
#UPS 15-55 SUC/TLC
MANUFACTURER &
MODEL NO.
3 GPM
IN-LINE4
FEET
HEAD
OF TYPE
115
VOLT
REMARKS
AMPS
601 .7487
WATTSCYCLE
1/25 10
H.P.
OPER.
(LBS.)
WEIGHT
P
1 SS PUMP HOUSING, 3-SPEED PUMP W/ BUILT-IN
ISOLATING AND NON-RETURN VALVES. PROVIDE W/
TIMER AND AQUASTAT CONTROLS. INSTALL PER
MANUFACTURER'S RECOMMENDATION.
U-1 URINAL 3/4 1 1/22--INT SLOAN #WEUS-1000.1303, VITROUS CHINA, TOP SPUD, ELECTRONIC HARD WIRED SENSOR FLUSH VALVE WITH LOW VOLTAGE TRANSFORMER, 0.125 GPF MAXIMUM. PROVIDE WITH WALL CARRIER.
L-2 LAVATORY (ADA)1 1/41/21/2 1 1/22
SLOAN #WETS-2450.1303, ELONGATED VITROUS CHINA BOWL, SIPHON JET, FLUSH VALVE, ELECTRONIC HARD WIRED SENSOR WITH LOW VOLTAGE TRANSFORMER, 1.28 GPF MAXIMUM. PROVIDE WITH WALL CARRIER.
KOHLER #K-2211-0 VITREOUS CHINA, UNDERMOUNT, SINGLE HOLE, WITH SLOAN #EFX-600-BOX-BDT-CP-
0.5GPM-MLM-IR-FCT HARDWIRED FAUCET WITH LOW VOLTAGE TRANSFORMER AND SLOAN #ESD-400-BN, ANGLE STOPS, SUPPLIES, 'P' TRAP, AND POP UP WASTE.
AMERICAN STANDARD #9134001EC VITREOUS CHINA, WALL MOUNT, SINGLE HOLE, WITH SLOAN #EFX-600- BOX-BDT-CP-0.5GPM-MLM-IR-FCT HARDWIRED FAUCET WITH LOW VOLTAGE TRANSFORMER, ANGLE STOPS, SUPPLIES, 'P' TRAP, AND POP UP WASTE. PROVIDE WITH WALL CARRIER.
ELKAY #LRAD221955 WITH SYMMONS #SPP-3510 FAUCET, 1.5 GPM.
KS-1 KITCHEN SINK 1 1/21/21/2 1 1/22 ELKAY #ECTSRAD33226TBG WITH KOHLER #K-77515 FAUCET WITH PULL-DOWN SPRAY, 1.5 GPM.
SH-1 SHOWER (ADA)21/21/2 1 1/22
EWS-1 EMERGENCY EYE
WASH/SHOWER ----1 1/4 ----GUARDIAN #GBF1909PCC
DF-1
DRINKING
FOUNTAIN/BOTTLE FILLING
STATION
1/2 1 1/41 1/22--PARK WAREHOUSE RECESSED WALL MOUNTED WATER BOTTLE FILLER STATION.
ELKAY #EFS2523C, WITH CHICAGO FAUCETS #897-CCP WALL MOUNTED FAUCET.
SWANSTONE SHOWER PAN #SBF-3464 WITH SYMMONS #C961TRMTC ONE-HANDLE SHOWER SYSTEM WITH TRIM AND SYMMONS #C-96-500-B30-VX ADA HAND SHOWER WITH SLIDE BAR. CONFIRM SHOWER FINISH WITH ARCHITECTURAL.
WB-1 WASHER BOX 21/21/2 1 1/22 SYMMONS LAUNDRY-MATE #W-602 HB-2 HOSE BIBB 3/4 --------
ACORN#8121-LF WITH VACUUM BREAKER
ACORN#8151 WITH VACUUM BREAKER
FD-1 FLOOR DRAIN 1 1/2 22----
RD-1
ORD-1
ROOF DRAIN
OVERFLOW DRAIN ----------ZURN #Z164, COMBINATION ROOF AND OVERFLOW DRAIN. PROVIDE WITH DOWNPOUT NOZZLE.
JAY R. SMITH #2005Y
ZURN XT-35, WATER THERMAL EXPANSION TANK, CARBON STEEL OUTER SHELL WITH EPOXY FINISH, BUTYL RUBBER DIAPHRAGM, FACTORY PRE-CHARGE 40 PSI.
GD
1 GARBAGE DISPOSAL ----120 1 60 3/4 15 INSINKERATOR BADGER 5XP WITH J BOX BELOW COUNTER AND SWITCH ABOVE
COUNTER
SH-2 SHOWER (STANDARD)21/21/2 1 1/22 SWANSTONE SHOWER PAN #SS-3232 WITH SYMMONS #C961TRMTC ONE-HANDLE SHOWER SYSTEM WITH TRIM. CONFIRM SHOWER FINISH WITH ARCHITECTURAL.
RR-1 ROOF RECEPTOR 1 1/2 22----JAY R. SMITH #3960Y
2 1/2"G
649 CFH
2"G
569 CFH
CLOTHES DRYER
80 CFH
1"G
80 CFH
WATER HEATER
199 CFH
1 1/4"G
199 CFH
BBQ GRILL
70 CFH
1"G
70 CFH
HHW BOILER
300 CFH1 1/2"G
300 CFH
2"G
370 CFH
GAS SHUT OFF VALVE. TOTAL DEVELOPED LENGTH INSIDE BUILDING = 130' MAX..
SEDIMENT TRAP PER
1212.9, 2019 CPC (TYP)
FS-1 FLOOR SINK 1 1/2 22----JAY R. SMITH #320-Y02
WC-2 WATER CLOSET (ADA)1 1/4 24--INT
SLOAN #WETS-2450.1303, ELONGATED VITROUS CHINA BOWL, SIPHON JET, FLUSH VALVE, ELECTRONIC HARD WIRED SENSOR WITH LOW VOLTAGE TRANSFORMER, 1.28 GPF MAXIMUM. PROVIDE WITH WALL CARRIER INSTALLED TO BE ADA COMPLIANT.
HB-3 HOSE BIBB (SPIGOT)3/4 --------
SPEAKMAN #SC-5912-IS-SCV, HOSE BIBB AND SPRAY ASSEMBLY, 69" VINYL REINFORCED HOSE, INSULATED
HANDLE, SPRAY OUTLET AND WALL HOOK, INTEGRAL VACUUM BREAKER, SAFE CLOSING VALVE ON HANDLE.
No. 30090
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
PLUMBING
SCHEDULES
200102
P0.2
AC
DI
AC
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 286 of 321
11 10
8 ADMINISTRATION BUILDING
PATIO
E TAYLOR ST.
POC 4"S
I.E.= 527.8'
POC 2"CW
I.E.= 525.18''
POC 4"SD
I.E.= 528.8'
POC 4"SD
I.E.= 528.8'POC 4"SD
I.E.= 528.8'
POC 4"SD
I.E.= 528.8'
POC 4"SD
I.E.= 528.8'
POC 4"SD
I.E.= 528.8'
2 1/2"G, B/G
POC 2 1/2"G
CONNECT TO EXISTING GAS PIPING ON SITE
CONTRACTOR SHALL FIELD VERIFY LOCATION AND
ELEVATION OF EXISTING GAS PIPING PRIOR TO INSTALLATION
FFE = 530.8'
No. 30090
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AA SK EEN
OIFESSN AL
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
PLUMBING SITE
PLAN
200102
P1.0
AC
DI
AC
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE: 1" = 10'-0"P1.0
1 PLUMBING SITE PLAN
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 287 of 321
BREAK ROOM
125
LOBBY
100
SERVER
118
OFFICE D1
119
OFFICE D1
120
MULTI-PURPOSE
112
RECEPTION
103
STORAGE
114
RECEIVING
116
OPEN WORK
STATIONS
117
COPY/MAIL
ROOM
115
WOMEN'S
128
OFFICE B
107
HALL
102
RESTROOM
104
CONFERENCE
106
RESTROOM
101
COPY
105
HWH
127
ELECTRICAL
132
MEN'S
129
OFFICE D1
121
MEN'S LOCKER
130
WASH ROOM
131
STORAGE
123
HALL
122
FITNESS
126
JAN
124
OFFICE D1
111
OFFICE C1
108
OFFICE C1
110
OFFICE C1
109
STORAGE
113
FR
133
OFFICE E1
134
OFFICE E1
135
OFFICE E1
136
OFFICE E1
137
OFFICE E1
138
OFFICE E1
139
OFFICE E1
140
2 J
G
L
H
K
103
C
A
119864 131
B
5 7
D
F
E
12 POC 4"S
HB-2
HB-2
POC 2"CW
14 L-1
L-1
L-1
MS-1
FD-1
SH-2
SH-1
U-1 U-1 U-1
WC-2 WC-1 WC-1 WC-1 WC-1
L-2
L-2
L-2
FS-1
WC-2
WC-1
SH-1
L-1
L-1
KS-1
S-1
GD
1 WH
1 CP
1 ET
1 POC 4"SD
POC 4"SD
POC 4"SD
4" SD & OSD, UP
(2090 SF)
4"SD
4"OD
4"SD, DN
4"OD, DN
4" SD & OSD, UP
(1366 SF)
4"SD, DN
4"OD, DN
POC 4"SD
4" SD & OSD, UP
(2405 SF)
4"OD
4"SD
4"OD, DN
4"SD, DN
POC 4"SD
4" SD & OSD, UP
(2090 SF)
4"OD
4"SD
4"SD, DN
HB-2
WCO
DF-1
DF-1
POC 4"SD
4" SD & OSD, UP
(138 SF)
4"OD, DN
4"SD, DN
7 115
2 2 2
9 FD-1
FD-1
FD-1
L-2
WC-2
L-2
WC-2
FD-1
FD-1
FD-1
FD-1
8 8
2 2
2 2
2 1
1 1
1 1
1 1
1 1
1 1
3 EWS-1
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
6 1
2 10
6 3/4"CDWB-1
4" SD & OSD, UP
(2202 SF)4"SD
4"OD4"OD, DN
4"SD, DN
MV
1 2 1/2"G
3/4"CW
3/4"HWR
3/4"HW
1 1/2"CW
12 13
13 HB-3
4 1
1 1/4"CW
1 1/4"CW
FS-1
WCO
WCO
WCO
FD-1
No. 30090
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ETS EM
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ETSGI
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AA SK EEN
OIFESSN AL
R R
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
PLUMBING
FLOOR PLAN
200102
P2.1
AC
DI
AC
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE: 1/8" = 1'-0"P2.1
1 PLUMBING FLOOR PLAN
KEYNOTES
GENERAL NOTES
X
1.1/2" TRAP PRIMER BELOW FLOOR SEE DETAIL 1 / P5.1
2.SHUT OFF VALVES ABOVE CEILING WITH ACCESS PANEL
3.1/2"COLD WATER STUB OUT TO ICE MACHINE
4.ICE MAKER BY OTHERS.
5.1/2"COLD WATER STUB OUT TO REFRIGERATORS
6.3/4"COLD WATER UP TO HOSE BIBB ON ROOF
7.LOW PRESSURE GAS UP TO HHW BOILER ON ROOF
8.2"SEWER UP TO ROOF RECEPTOR RR-1
9.3/4" CONDENSATE DOWN TO DISCHARGE TO HOUSE SIDE OF LAVATORY P-TRAP
10.LOW PRESSURE GAS DOWN TO BBQ
11.1"COLD WATER UP, MAKE-UP WATER TO HHW BOILER ON ROOF
12.FOR SINK DETAIL SEE 2 / P5.1.
13.CONTRACTOR SHALL INSTALL PIPING VERTICALLY MOUNTED TO CORRIDOR STUDS OR OTHERWISE IN ORDER TO AVOID CONFLICT WITH SOLATUBES.
1.FOR WASTE AND VENT SIZING AND ROUTING SEE PLUMBING WASTE AND VENT RISER DIAGRAM ON SHEET P4.1.
2.FOR GAS PIPE SIZES SEE GAS RISER DIAGRAM 1 / P2.0.
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 288 of 321
2 J
G
L
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119864 131
B
5 D
F
E
1214
RD-1 / ORD-1
(2090 SF)
RD-1 / ORD-1
(2405 SF)
RD-1 / ORD-1
(2090 SF)
RD-1 / ORD-1
(1366 SF)
2" VTR
2" VTR
2" VTR
1 1/2" VTR
1 1/2" VTR
2" VTR
1 1/2" VTR
1 1/2" VTR
HB-1
HB-1
RD-1 / ORD-1
(138 SF)
1 1/2" VTR
RR-1
RR-1
2 1
1 1/2" VTR
RD-1 / ORD-1
(2202 SF)
2" VTR
No. 30090
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ETSGI
GGDUUOO
RPD NESIRS
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AA SK EEN
OIFESSN AL
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Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
PLUMBING
ROOF PLAN
200102
P2.2
AC
DI
AC
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE: 1/8" = 1'-0"P2.2
1 PLUMBING ROOF PLAN
KEYNOTES
GENERAL NOTES
X
1.1" COLD WATER WITH SHUTOFF VALVE AND BACKFLOW PREVENTER. MAKE-UP WATER TO BOILER.
2.1 1/2" LOW PRESSURE GAS TO BOILER FOR GAS PIPING DIAGRAM SEE 1 / P0.2.
1.FOR WASTE AND VENT SIZING AND ROUTING SEE PLUMBING WASTE AND VENT RISER DIAGRAM ON SHEET P4.1.
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 289 of 321
WOMEN'S
128
HWH
127
ELECTRICAL
132
MEN'S
129
OFFICE D1
121
MEN'S LOCKER
130
WASH ROOM
131
HALL
122
FITNESS
126
JAN
124
2 J
G
H
C
645
D
F
E
SH-1
WC-1
WC-2
L-1
L-1
FS-1
L-2
FD-1
L-2
L-2
WC-2 WC-1 WC-1 WC-1 WC-1
FD-1
U-1 U-1 U-1
FD-1
FD-1
L-1
L-1
L-1
FD-1
FD-1
SH-1
SH-2
FD-1
MS-1
FD-1
WB-1
HB-2
1 1
1 1
1 1
1 1
1 1/2"HW
1/2"CW
1 1/2"CW
1 1/2"CW 1 1/2"CW
1/2"CW
1/2"HW
1/2"HW
1/2"CW
1/2"HW
1/2"CW
1/2"CW
3/4"HW
1 1/2"CW
3/4"HWR
1 1/2"HW
1 1/2"CW 2"CW
1 1/2"HW
3/4"HWR
2"CW 2"CW
1 1/2"HW
3/4"HWR
3/4"HW
2"CW
3/4"CW
1 1/2"CW 2"CW1 1/2"CW
2"CW
2"CW
2"CW
1"CW
1"CW3/4"CW3/4"CW
1"CW
3/4"HW
3/4"CW
3/4"HW
1/2"HW
1/2"CW
3/4"HW
3/4"CW
1/2"CW
1 1/4"CW
1 1/4"CW
1"HW
2"CW
1 1/2"HW
2"CW
3/4"CW
3/4"HW
3/4"CW
3/4"CW
1/2"HW
1/2"HW
3/4"CW
3/4"CW
1/2"HW
1/2"CW
EWS-1
HB-3
FS-1
LOBBY
100
RECEPTION
103
RECEIVING
116
RESTROOM
104
RESTROOM
101
COPY
105
STORAGE
113
10 119
D
F
E
WC-2
L-2
L-2
WC-2
FD-1FD-1
3/4"HW
1 1/2"CW
3/4"HW
1 1/2"CW
1/2"HW
3/4"HWR
1 1/2"CW
1/2"HW
1 1/2"CW
3/4"CW
3/4"CW
1 1/2"CW
3/4"HW
3/4"CW
1/2"HW1 1/2"CW
1 1/2"CW
1/2"CW&HW TO LAVATORY1 1/2"CW
1/2"CW&HW TO LAVATORY
S-1
No. 30090
O
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ETS EM
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ETSGI
GGDUUOO
RPD NESIRS
FICLFA
GI
AACANHIINL
OR
AA SK EEN
OIFESSN AL
R R
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
PLUMBING
ENLARGED
VIEWS
200102
P3.1
AC
DI
AC
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE: 1/4" = 1'-0"P3.1
1 PLUMBING ENLARGED PLAN - RR WATER & GAS
SCALE: 1/4" = 1'-0"P3.1
2 PLUMBING ENLARGED PLAN - SINGLE RR WATER & GAS
KEYNOTES
GENERAL NOTES
X
1.1/2" TRAP PRIMER BELOW FLOOR SEE DETAIL 1 / P5.1
1.FOR GAS PIPE SIZES SEE GAS RISER DIAGRAM 1 / P2.0.
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 290 of 321
WOMEN'S
128
HWH
127
ELECTRICAL
132
MEN'S
129
OFFICE D1
121
MEN'S LOCKER
130
WASH ROOM
131
HALL
122
FITNESS
126
JAN
124
2 J
G
H
C
645
D
F
E
SH-1
WC-1
WC-2
L-1
L-1
FS-1
WC-1
L-2
L-2
L-2
FD-1
WC-2 WC-1
FD-1
WC-1 WC-1
U-1 U-1 U-1
L-1
L-1
L-1
FD-1 MS-1
SH-1
SH-2
FD-1
FD-1
FD-1
FD-1
WB-1
FD-1
EWS-1
FS-1
LOBBY
100
RECEPTION
103
RECEIVING
116
RESTROOM
104
RESTROOM
101
COPY
105
STORAGE
113
10 119
D
F
E
WC-2 L-2
L-2
WC-2
FD-1FD-1
WCO S-1
No. 30090
O
A
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ETS EM
AT
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ETSGI
GGDUUOO
RPD NESIRS
FICLFA
GI
AACANHIINL
OR
AA SK EEN
OIFESSN AL
R R
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
PLUMBING
ENLARGED
VIEWS
200102
P3.2
AC
DI
AC
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE: 1/4" = 1'-0"P3.2
1 PLUMBING ENLARGED PLAN - RR WASTE & VENT
SCALE: 1/4" = 1'-0"P3.2
2 PLUMBING ENLARGED PLAN - SINGLE RR WASTE & VENT
KEYNOTES
GENERAL NOTES
X
1.--
1.FOR WASTE AND VENT SIZING AND ROUTING SEE PLUMBING WASTE AND VENT RISER DIAGRAM ON SHEET P4.1.
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 291 of 321
S-1
1 1/2"VTR
2"VTR
L-2
WC-1FD-1
RR-1L-2
WC-1
FD-1 WCO
WCO
WCO
WCO
WCO
FD-1
1 1/2"VTR
WCO
1 1/2"VTR
WCO
DF-1
KS-1
WCO
RR-1
1 1/2"VTR
1 1/2"VTR
WCO
WCO
SH-1
SH-2
FD-1
FD-1
L-1
L-1
L-1
FD-1
MS-1
2"VTR
2"VTR
FD-1
WCO
WCO
FD-1
FD-1
WCO
WCO
WCO
U-1
U-1
U-1
2"VTR
FD-1
WCO
WC-2
WC-1
WC-1
WC-1
WC-1
WCO
FS-1
WCO
WCO
WCO
SH-1
FD-1
WC-1
WC-2
2"VTR
WCO
L-1
L-1
DF-1
WCO
2"S
1 1/2"V
4"S
4"S
1 1/2"V
2"V
1 1/2"VTR
2"V
2"V
4"S
4"S
4"S
2"S
2"S
2"V
2"S
2"V
4"S
4"S
2"S
2"S
4"S
4"S
4"S
2"S
2"S
1 1/2"V
1 1/2"V
2"S2"S
4"S
2"S
4"S
4"S
4"S
2"S
4"S
4"S
4"S
2"S
2"S
2"S
2"S
2"S
2"S
2"S
1 1/2"V
4"S
2"S
2"S
2"S
1 1/2"V
1 1/2"V
2"S
2"S
2"S
1 1/2"V
1 1/2"V
1 1/2"V
1 1/2"V
1 1/2"V
3"S 3"S
2"S
3"S
1 1/2"V
1 1/2"V
4"S
2"S
4"S
2"S
4"S
2"S
1 1/2"V
1 1/2"V
1 1/2"V
1 1/2"V
1 1/2"V
2"V
2"V
2"V
1 1/2"V1 1/2"V
2"S
4"S
4"S
4"S
4"S 2"S
4"S
2"S
2"S
WB-1
L-2
L-2
L-2
2"S
1 1/2"V
FS-1
WCO
WCO
No. 30090
O
A
O
C
LER
ETS EM
AT
E
ETSGI
GGDUUOO
RPD NESIRS
FICLFA
GI
AACANHIINL
OR
AA SK EEN
OIFESSN AL
R R
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
PLUMBING
RISER
DIAGRAMS
200102
P4.1
AC
DI
AC
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:P4.1
1 PLUMBING WASTE AND VENT RISER DIAGRAM
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 292 of 321
RD-1/OD-1
4"OD
4"SD
4"OD
4"SD
4"OD
4"SD
4"SD
4"OD
RD-1/OD-1
RD-1/OD-1
RD-1/OD-1
RD-1/OD-1
RD-1/OD-1
4"SD
4"OD
4"SD
4"OD
No. 30090
O
A
O
C
LER
ETS EM
AT
E
ETSGI
GGDUUOO
RPD NESIRS
FICLFA
GI
AACANHIINL
OR
AA SK EEN
OIFESSN AL
R R
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
PLUMBING
RISER
DIAGRAMS
200102
P4.2
AC
DI
AC
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:P4.2
1 PLUMBING STORM DRAIN RISER DIAGRAM
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 293 of 321
NO SCALE
NO SCALE
NO SCALE
1 P5.1
2 P5.1
3 P5.1
VENT PIPE THRU ROOF
COUNTERFLASHING
SLEEVE
SEAMLESS LEAD
FLASHING WITH STEEL
REINFORCED BOOT
("STONEMAN" OR EQUAL)
BUILT-UP ROOFING
OVER FLANGE, BY
ROOF ASSEMBLY. (SEE
ARCHITECTURAL PLANS
FOR EXACT TYPE OF
CONSTRUCTION)
ROOFING CONTRACTOR
HEIGHT AS REQ'D
BY CODE
NOTE: IF THIS DETAIL DIFFERS FROM THAT
SHOWN ON THE ARCHITECTURAL PLANS,
THE ARCHITECTURAL DETAIL SHALL BE
FOLLOWED
HVAC AIR INTAKE
15' MIN
TRAP PRIMER DETAIL
KITCHEN SINK DETAIL
TYPICAL VENT THRU ROOF DETAIL
AIRGAP FITTING
GLASS FILLER
HOSE SPRAY
GF
1 DISHWASHER
BY OTHERS.
COUNTER TOP
SINGLE LEVER FAUCET
FLEXIBLE CONNECTION (TYPICAL)
KS-1
1/2"COLD WATER
ANGLE STOP (TYPICAL)
SUPPLY CONNECT
TO COFFEE MAKER
BALL VALVE (TYPICAL)
1/2"COLD WATER
CONNECTION TO
ICE MAKER IN
REFRIGERATOR
WALL CLEANOUT
"P"TRAP
FINISHED FLOOR
UNION (TYPICAL)
GD
1 TO DISHWASHER
1/2"HOT WATER CONNECT
1/2"COLD WATER WITH
CAPPED BALL VALVE
FOR CONNECTION TO
FUTURE WATER FILTER
CONNECT DRAIN FROM
DISHWASHER TO GD-1
VIA AIRGAP FITTING
SUPPLY (SEE PLAN)
NEAREST COLD WATER
1/2'' COLD WATER FROM
DISTRIBUTION BOX
FOR THREE OR MORE
WITH ACCESS PANEL
TRAP PRIMER LOCATIONS.
SEE PLANS FOR PIPE, FLOOR SINK, AND
SLOPE
PRIME RITE BY PPP
TRAP PRIMER VALVE
WASTE TO
SYSTEM
VENTED
TRAP
NOTE:
FLOOR DRAIN
OR SINK
CONNECTIONS.
UNION (TYPICAL)
SHUT-OFF VALVE
FINISHED
FLOOR
No. 30090
O
A
O
C
LER
ETS EM
AT
E
ETSGI
GGDUUOO
RPD NESIRS
FICLFA
GI
AACANHIINL
OR
AA SK EEN
OIFESSN AL
R R
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
ISSUED FOR
CONSTRUCTION
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
BID SET
11/25/20
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
PROJECT No.: 4560
PLUMBING
DETAILS
200102
P5.1
AC
DI
AC
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
02/11/21
FOR
CONSTRUCTION
05/18/21
02/10/2026 C7 294 of 321
OHP
T
J
M
PC
DS
LCP
DETAIL NUMBER DESIGNATION
SHEET ON WHICH DETAIL IS LOCATED
E1
3 SHEET NOTE REFERENCE1
M
M
SITE SYMBOLS LEGEND
CIRCUIT BREAKER CALLOUT
FUSE CALLOUT
-TRIP SIZE
-POLE
-FUSE SIZE
-POLE
NON-FUSIBLE DISCONNECT SWITCH (RATINGS AS NOTED)
FUSIBLE DISCONNECT SWITCH (RATINGS AS NOTED)
T
MOTOR
GROUND
CIRCUIT BREAKER
GFP
SPD SURGE PROTECTION DEVICE
GROUND FAULT PROTECTION
ENCLOSED CIRCUIT BREAKER
SINGLE LINE LEGEND
TC TIME CLOCK
KILOWATT-HOUR METER
FUSED SWITCH
MOTOR STARTER (NEMA SIZE AS NOTED)
CB
AUTOMATIC TRANSFER SWITCH
PANEL BOARD
2 2
PANEL BOARD (SURFACE)
SWITCHBOARD OR MCC
POWER LEGEND
PANEL BOARD (FLUSH)
LOW VOLTAGE PANEL
LIGHTING CONTROL PANEL
LIGHTING LEGEND
OCCUPANCY SENSOR -CEILING MOUNTED.
PHOTOCELL -CEILING OR ROOF MOUNTED.
DAYLIGHT SENSOR -CEILING MOUNTED.
GRAPHICAL LOW VOLTAGE SWITCH.LV
ELECTRICAL ABBREVIATIONS
GENERAL NOTES
M EXTERNALLY MOUNTED METER
175
3 150
3 CONDUIT STUBOUT
CONDUIT RISING UP
CONDUIT DROP DOWN
#8
CONDUIT CONCEALED IN FLOOR, UNDERFLOOR,
CONDUIT CONCEALED IN WALLS OR CEILING.
CONDUIT RUN EXPOSED
OR BELOW GRADE
FLEXIBLE CONDUIT
HOMERUN TO PANEL AND CIRCUITS INDICATED. NUMBER
ADJACENT TO CIRCUIT DENOTES WIRE SIZE OTHER THAN #
12 FOR ALL
CONDUCTORS UNO.
GENERAL SYMBOLS LEGEND
A-1
M
TYPICAL
DESIGNATIONS TO
BE USED IN
CONJUNCTION WITH
CONDUIT SYMBOLS
NEW CONDUIT AND/OR CONDUCTOR LINE. SEE BELOW
FOR TYPICAL DESIGNATIONS
TOGGLE TYPE FRACTIONAL HP MANUAL MOTOR STARTER WITH
THERMAL OVERLOADS (DELETED IF FOR DISCONNECT USE ONLY)
AND HANDLE GUARD/LOCK-OFF, 2 POLES (VERIFY WITH BRANCH
CIRCUIT).
COMBINATION FUSIBLE DISCONNECT SWITCH AND MOTOR STARTER, (NEMA SIZE AS NOTED), 3P, 600 VAC MAXIMUM RATING.
TRANSFORMER DELTA PRIMARY, WYE SECONDARY WITH kVA RATING EMERGENCY BUG EYE FIXTURE.
SUBSCRIPT ADJACENT TO SWITCH INDICATES:
K = KEYED SWITCH
a,b,c etc. = MULTIPLE SWITCHES/CONTROL LEGS IN A GANGED BOX WITH A COMMON COVER PLATE.
LIGHTING FIXTURES. SEE FIXTURE SCHEDULE FOR
MODEL/PART NUMBERS AND ADDITIONAL DETAILS.
COORDINATE THE EXACT MOUNTING AND LOCATION OF ALL LIGHTING, SUPPORTS AND ALL CONDUITS WITH OTHER TRADES PRIOR TO ROUGH-IN. SEE ARCH PLANS FOR EXACT GRID, FLUSH AND SURFACE MOUNTING LOCATIONS.
LUMINAIRE(S) POLE MOUNTED WITH ARM. TYPE AS NOTED.
TRANSFORMER
TELEPHONE BACKBOARD. 3/4'' PLYWOOD, LENGTH AND WIDTH
AS NOTED
EPO -EMERGENCY POWER OFF BUTTON
A AMPERES
ADA AMERICANS WITH DISABILITIES ACT
A.F.F.ABOVE FINISHED FLOOR
AIC AMPS INTERRUPTING CURRENT
ALT.ALTERNATE
ATS AUTOMATIC TRANSFER SWITCH
BLDG BUILDING
C CONDUIT
CB CIRCUIT BREAKER
CFCI CONTRACTOR FURNISHED,CONTRACTOR INSTALLED
CFL COMPACT FLUORESCENT LAMP
CKT CIRCUIT
C.O.CONDUIT ONLY
CONC.CONCRETE
CX CONNECT TO EXISTING CIRCUIT
CU COPPER
dBA DECIBELS
DIST.DISTRIBUTION
DWG.DRAWING
EM EMERGENCY BATTERY PACK
ETC ET CETERA
EG EQUIPMENT GROUND
EPO EMERGENCY POWER OFF BUTTON
EWC ELECTRIC WATER COOLER
EXIST. (E)EXISTING
FA FIRE ALARM
FACP FIRE ALARM CONTROL PANEL
FLA FULL LOAD AMPS
GD GARBAGE DISPOSAL
GFI GROUND FAULT INTERRUPTER
GND GROUND
HORIZ.HORIZONTALLY MOUNTED
HP HORSEPOWER
KCMIL THOUSAND CUBIC MILLIMITERS
KVA KILOVOLT-AMPERES
KW KILOWATTS
JB JUNCTION BOX
LTG LIGHTING
MCA MINIMUM CIRCUIT AMPS
S
M M
COMBINATION VOICE/DATA OUTLET MOUNTED AT 18'' UNO.
PROVIDE 3/4" C.O. TERMINATE IN ACCESSIBLE CEILING WITH
INSULATED BUSHING.
WALL MOUNTED VOICE OUTLET AT +18'' UNO.
PROVIDE 3/4" C.O. TERMINATE IN ACCESSIBLE CEILING WITH
INSULATED BUSHING.
COORDINATE THE EXACT MOUNTING OF ALL CABLE TRAY SUPPORTS AND ALL CONDUITS WITH OTHER TRADES PRIOR TO ROUGH-IN.
12'' WIDE MONO-TRAY, 4'' DEEP (NOMINAL), 6'' RUNG SPACING.
TYPICAL UNO
12'' WIDE CABLE TRAY, 4'' DEEP (NOMINAL) TYPICAL UNO
COMMUNICATION LEGEND
WALL MOUNTED DATA OUTLET AT +18'' UNO.
PROVIDE 3/4" C.O. TERMINATE IN ACCESSIBLE CEILING WITH
INSULATED BUSHING.
CEILING MOUNTED DATA OR VOICE/DATA OUTLET.
WALL OR FLOOR VOICE/DATA CONNECTION TO MODULAR
FURNITURE. VERIFY EXACT LOCATION WITH FURNITURE
SUPPLIER.
FLOOR DATA OR VOICE/DATA OUTLET. VERIFY EXACT LOCATION WITH ARCHITECT.
SPEAKER -CEILING MOUNTED
NEW HANDHOLE
NEW MANHOLE
EXISTING MANHOLE
EXISTING MANHOLE
P P
J
D DIMMER SWITCH
D DIMMER/OCCUPANCY SENSOR SWITCH
OCCUPANCY SENSOR SWITCH
S TOGGLE SWITCH
EMERGENCY LIGHTING FIXTURES. SEE FIXTURE SCHEDULE
FOR MODEL/PART NUMBERS AND ADDITIONAL DETAILS.
LUMINAIRE(S) POLE MOUNTED ON TOP. TYPE AS NOTED.
LIGHTED EXIT SIGN. TOP MOUNTED ON CEILING OR STEM MOUNTED.
SHADED SIDE INDICATES FACE. PROVIDE ARROWS TO MATCH
ARCHITECTURAL OR LIFE SAFETY PLANS.
#
SUBSCRIPT ADJACENT TO LIGHTING FIXTURE INDICATES:
L# =FIXTURE DESIGNATION
1,2,3 etc. = BRANCH CIRCUIT NUMBERS
a,b,c etc. = SWITCH-LEG REFERENCE
NL = NIGHT/SECURITY LIGHTING FIXTURE
LIGHTING LEGEND
COORDINATE THE EXACT MOUNTING AND LOCATION OF ALL LIGHTING, SUPPORTS AND ALL CONDUITS WITH OTHER TRADES PRIOR TO ROUGH-IN. SEE ARCH PLANS FOR EXACT GRID, FLUSH AND SURFACE MOUNTING LOCATIONS.
S #
OHP
OHP EXISTING TO BE DEMOLISHED CONDUIT AND/OR
CONDUCTOR. SEE BELOW FOR TYPICAL DESIGNATIONS
OHPXX X
OHP EXISTING CONDUIT AND/OR CONDUCTOR LINE TO
REMAIN. SEE BELOW FOR TYPICAL DESIGNATIONS
OHP
UP - UNDERGROUND PRIMARY
US - UNDERGROUND SECONDARY
UC - UNDERGROUND COMMUNICATIONS
USL - UNDERGROUND STREET LIGHTING
OHP - OVERHEAD PRIMARY
OHS - OVERHEAD SECONDARY
OHC - OVERHEAD COMMUNICATIONS
NEW TRANSFORMER EXISTING TRANSFORMERTT
NEW MV SWITCH EXISTING MV SWITCHSWSW
NEW OH POLE EXISTING OH POLE
NEW OH TRANSFORMER EXISTING OH TRANSFORMER
DUPLEX QUAD DUPLEX
GFI
QUAD
GFI
DUPLEX
WITH USB
RECEPTACLE, NON-LOCKING TYPE, GROUNDING, 120V -20A.
MOUNTED AT +18 AFF UNO. SHADED REPRESENTS ABOVE
COUNTER OR +42" AFF.
DUPLEX QUAD DUPLEX
GFI
QUAD
GFI
DUPLEX
WITH USB
CONTROLLED RECEPTACLE NON-LOCKING TYPE 120V-20A. CONTROLLED RECEPTACLE SHALL BE HALF HOT. TO BE LOCATED WITHIN 6' OF AN UNCONTROLLED RECEPTACLE. CONNECT SWITCH LEG BETWEEN RELAY POWER PACK AND OCCUPANCY CONTROLS FOR AUTOMATIC SHUT OFF. CONTROLLED
RECEPTACLES SHALL HAVE PERMANENT MARKING TO DIFFERENTIATE THEM FROM UNCONTROLLED RECEPTACLES. (CEC TITLE 24 SECTION 130.5(D)).
PROVIDE FACEPLATE PER NEC 406.3(E).
CEILING MOUNTED DUPLEX OR QUAD RECEPTACLE,
NON-LOCKING TYPE, GROUNDING.
POWER FLOOR BOX.
WALL OR FLOOR POWER CONNECTION TO MODULAR FURNITURE.
VERIFY EXACT LOCATION WITH FURNITURE SUPPLIER.
JUNCTION BOX
WALL MOUNTED JUNCTION BOX
EQUIPMENT SIZES SHOWN ON PLANS ARE NOT EXACT. CONTRACTOR IS RESPONSIBLE FOR ENSURING EQUIPMENT CLEARANCES ARE MET BASED ON ACTUAL SIZE.
COORDINATE THE EXACT MOUNTING AND LOCATION OF ALL WIRING DEVICES AND ALL CONDUITS WITH OTHER TRADES PRIOR TO ROUGH-IN. SEE ARCH PLANS FOR EXACT DEVICE LOCATIONS.
SPECIAL NEMA CONFIGURATION RECEPTACLE MOUNTED AT +18"
AFF UNO. SEE FLOOR PLANS FOR CONFIGURATION.
CEILING MOUNTED SPECIAL NEMA CONFIGURATION RECEPTACLE
MOUNTED AT +18" AFF UNO. SEE FLOOR PLANS FOR
CONFIGURATION.
1. ALL GROUNDING PER NEC.
2. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION OF RECEPTACLES IN TEL/COM ROOMS PRIOR TO ROUGH-IN.
3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL OTHER DOCUMENTATION. COORDINATE WITH ALL OTHER TRADES FOR EQUIPMENT LOCATIONS.
4. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING HEIGHT OF ALL RECEPTACLES AND DEVICES.
5. COORDINATE WITH EQUIPMENT MANUFACTURER FOR LOCATIONS AND CONNECTIONS.
6. VERIFY ALL MECHANICAL EQUIPMENT LOCATIONS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN.
7. EACH BRANCH CIRCUIT THAT SUPPLIES NON-LINEAR LOADS INCLUDING COMPUTERS, COMMUNICATION RACKS, ETC. MUST HAVE A DEDICATED NEUTRAL.
8. MULTI-WIRE BRANCH CIRCUITS FOR GENERAL LOADS CAN INCLUDE UP TO THREE
PHASE CONDUCTORS WITH A SHARED NEUTRAL IN A RACEWAY IF A MULTI-POLE
BREAKER IS PROVIDED TO SIMULTANEOUS DISCONNECT ALL SINGLE POLE
CIRCUIT BREAKERS THAT SUPPLY INDIVIDUAL PHASE CONDUCTORS OF THE MULTI-WIRE CIRCUIT.
9. ALL WORK SHALL BE PERFORMED UNDER CEC 2019.
SINGLE LINE LEGEND
MCC MOTOR CONTROL CENTER
MEP MECHANICAL, ELECTRICAL, PLUMBING
MIC MICROWAVE
MIN MINIMUM
MOP MAXIMUM OVERCURRENT PROTECTION
MTD MOUNTED
MTG. HT.MOUNTING HEIGHT
NIC NOT IN CONTRACT
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NL NIGHT LIGHT
NTS NOT TO SCALE
OC ON CENTER
OFCI OWNER FURNISHED, CONTRACTOR INSTALLED
P POLE
PB PULL BOX
PH PHASE
PIV POST INDICATOR VALVE
PNL PANEL
POC POINT OF CONNECTION
PVC POLYVINYL CHLORIDE
RCP REFLECTED CEILING PLAN
RECEPT RECEPTACLE
REQ'D REQUIRED
RGS RIGID GALVANIZED STEEL
SEC SECURITY
SHT SHEET
S.N.SOLID NEUTRAL
SPD SURGE PROTECTION DEVICE
SS STAINLESS STEEL
SWGR SWITCHGEAR
TC TERMINAL CABINET
TEL TELEPHONE
T.I.TENANT IMPROVEMENT
T.R.TAMPER RESISTANT
TV TELEVISION
TYP TYPICAL
U.C.UNDER COUNTER
UL UNDERWRITERS LABORATORY
U.N.O.UNLESS NOTED OTHERWISE
V VOLTS
WH WATER HEATER
W WATTS
WP WEATHERPROOF
XFMR TRANSFORMER
X EXISTING TO REMAIN
XD EXISTING TO BE DEMOLISHED
XR EXISTING TO BE RELOCATED
XL NEW LOCATION OF EXISTING ITEM
ELECTRICAL ABBREVIATIONS
CARD READER. COORDINATE LOCATION WITH ARCHTIECT.
CR
DL ELECTRONIC DOOR LOCK. COORDINATE LOCATION WITH ARCHITECT.
B DOOR LOCK BUZZER. COORDINATE LOCATION WITH ARCHITECT.
AN
TON
N A T H A NSON
Exp. 03/31/21
LATRICECLE
REE
REGISTERED PROFESSIONAL ENGIN
STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
SAN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
005-104
FOR CONSTRUCTION
LEGENDS
NOTES AND
ABBREVIATIONS
200102
E0.1
AN
AN
KS
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SHEET LIST
SHEET NUMBER SHEET NUMBER
E0.1 LEGENDS NOTES AND ABBREVIATIONS
E0.2 SINGLE LINE DIAGRAM AND CALCULATIONS
E0.3 PANEL SCHEDULES
E1.0 ELECTRICAL SITE PLAN
E2.0 FIRST FLOOR PLAN - POWER
E2.1 FIRST FLOOR PLAN - LIGHTING
E2.2 FIRST FLOOR PLAN - MECH
E3.0 ELECTRICAL ROOF PLAN
E4.1 ELECTRICAL DETAILS
E4.2 ELECTRICAL DETAILS
E4.3 ELECTRICAL DETAILS
E5.1 TITLE 24
E5.2 TITLE 24
E5.3 TITLE 24
PV0.1 ELECTRICAL PV SYMBOLS
PV0.2 ELECTRICAL PV NOTES
PV0.3 ELECTRICAL PV LABELS
PV1.0 SOLAR LAYOUT
PV2.0 PV SINGLE LINE DIAGRAM
PV2.1 DC SCHEMATIC DIAGRAM
PV3.0 PV SPECIFICATIONS
PV4.0 PV CALCULATIONS
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 295 of 321
DEMOLISHED
ADMIN BUILDING
M
M
BUILDING 'B'ADMIN
800
3 G N
EXISTING METER SWITCHBOARD "MSB"
1200A, 208Y120V, 3PH, 4W, NEMA 1, BRACED FOR 42,000kA
225
3 225
3 225
3 200
3 600
3 400
3 BUILDING 'B'
800A, 208Y120V, 3PH, 4W, NEMA 1, BRACED FOR 42,000kA
1200
3 G N
(X)
PANEL
BA
200
3 200
3 METER SWITCHBOARD "MSB"
PANEL
P2
200
3 40
3 HVAC
RTU-1
HVAC
B-1
SPACE
1200A, 208Y120V, 3PH, 4W, NEMA 1, BRACED FOR 42,000kA
225
3 225
3 225
3 200
3 600
3 800
3 G N
DISTRIBUTION BOARD "DB1"
NEW SINGLE LINE DIAGRAM
SCALE: NTS
RECONNECT
EXISTING LOADS
IN BUILDING B
GEN
1200A,
208Y120V,
3PH, 4W,
4-POLE
250
3 250
3 (X)100KW
GENERATOR
(X)
PANEL
C
PANEL
P1
(X)
PANEL
BA
DEMO SINGLE LINE DIAGRAM
SCALE: NTS
RECONNECT
EXISTING LOADS
IN BUILDING B
GEN
(X)100KW
GENERATOR
(X)
PANEL
C
1 1
2 2
3 4
SINGLE LINE KEYED NOTES
KEY VALUE KEYNOTE TEXT
1 PROVIDE JUNCTION BOX TO INTERCEPT AND BACKFEED FROM NEW 'MSB'. 2 PANELS ARE EXISTING TO REMAIN. INTERCEPT AND EXTEND CONDUIT AND CONDUCTORS TO NEW 'MSB' LOCATION.
3 GENERATOR IS EXISTING TO REMAIN. GENERATOR SHALL BE RE-FED FROM NEW RELOACTED 'ATS'.
4 COORDINATE LOCATION OF NEW 'MSB' WITH ARCHITECT PRIOR TO ROUGH IN. SEE SITE PLAN E1.0 FOR MORE INFORMATION.
DEMO GENERAL NOTE:
ALL HATCHED ITEMS ARE EXISTING TO BE REMOVED UNLESS
OTHERWISE LOCATED.
5 5
6 ELECTRICAL CONTRACTOR SHALL COORDINATE WITH SDG&E FOR REMOVAL OF THE EXISTING METER.
(XD)
ATS
5 REFER TO GROUNDING DETAIL 2/E4.1.
6 PV DISCONNECT 'UDS2'
600V, 250A WITH VISIBLE
BLADES
7 REFER TO PV SHEETS PV0.1 THRU PV4.0 FOR MORE INFORMATION. 7 PV DISCONNECT 'UDS1'
600V, 250A WITH VISIBLE
BLADES
7 AN
TON
N A T H A NSON
Exp. 03/31/21
LATRICECLE
REE
REGISTERED PROFESSIONAL ENGIN
STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
SAN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
005-104
FOR CONSTRUCTION
SINGLE LINE
DIAGRAM AND
CALCULATIONS
200102
E0.2
AN
AN
KS
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
FEEDER SCHEDULE
DEVICE CALLOUT
100
ATS 1-1/2"C, 3#1, #1N, #8G
MSB 1-1/2"C, 3#1, #1N, #6G
225
P1 3"C, 3-4/0, 4/0N, #4G
P2 3"C, 3-4/0, 4/0N, #4G
300
PV-1 3"C, 3-350kcmil, 350kcmil N, #4G
800
DB1 (3)3"C, 3-300kcmil, 300kcmil N, 4/0G
FAULT CURRENT SCHEDULE
DEVICE
FAULT AT
DEVICE AIC RATING VOLTAGE
FEEDER TRANSFORMER
SIZE LENGTH KVA Z%
FAULT AT
PRIMARY
SDG&E 15,873 480V 2/0 100 1.75 UTILITY
MSB 9,425 42000 208V #1 46'
DB1 7,502 42000 208V (3)300kcmil 163'
P1 6,842 30000 208V 4/0 21'
P2 6,780 30000 208V 4/0 24'
PV-1 7,713 42000 208V 350kcmil 51'
VOLTAGE DROP SCHEDULE
DEVICE
FEEDER BRANCH CIRCUIT TOTAL
VOLTAGE
DROP
VOLTAGE
DROP WIRE SIZE MAX VOLTAGE DROP
CIRCUIT
NUMBER WIRE SIZE
DB1 2.96%(3)300kcmil 1.16%3 3/0 4.12%
P1 3.02%4/0 1.73%11 #10 4.75%
P2 3.08%4/0 1.80%7 #12 4.88%
PV-1 2.34%350kcmil 2.34%
LIGHTING FIXTURE SCHEDULE
CALLOUT
Lamp
Color DESCRIPTION MANUFACTURER MODEL Voltage Display VA P1 4000 K DIRECT/INDIRECT LINEAR PENDANT LENGTH: 48'COOPER DSI-WS-50L840-1D-UNV-4-STD-W 120 V 38 W P1E 4000 K DIRECT/INDIRECT LINEAR PENDANT LENGTH: 48'EATON CORELITE DSI-WS-50L840-1D-UNV-4-STD-W-EL14W 120 V 38 W P2 4000 K SURFACE LOOP CIRCULAR CORONET LOOPLED-3-40-LTGC8000-UNV-DB-W-SM 120 V 80 W P2E 4000 K SURFACE LOOP CIRCULAR CORONET SAME AS P2, WITH EM 120V OPTION 120 V 80 W P3 4000 K SQUARE PENDANT EATON SHAPER 147 28 P1S L3/840 UNV MW 40 120 V 19 W R1 4000 K 2X2 RECESSED LED LIGHT EATON CORELITE DRI-WS-5L40-UNV-22-T1-STD 120 V 46 W R1E 4000 K 2X2 RECESSED LED LIGHT EATON CORELITE DRI-WS-5L40-UNV-22-T1-STD-EL14W 120 V 46 W R2 4000 K 2X4 RECESSED LED LIGHT EATON CORELITE DRI-WS-4L40-UNV-24-T1-STD 120 V 36 W R2E 4000 K 2X4 RECESSED LED LIGHT EATON CORELITE DRI-WS-4L40-UNV-24-T1-STD-EL14W 120 V 36 W R3 4000 K 4" LED ROUND DOWNLIGHT HALO HC420-D010-HM412-940-WD 120 V 21 W R4 3000 K 4" LED ROUND DOWNLIGHT, WET LOCATION HALO HC410-D010-HM412-940 120 V 15 W R4E 3000 K 4" LED ROUND DOWNLIGHT, WET LOCATION HALO HC410-D010-REM14-HM412-940 120 V 15 W R5 3000 K RECESSED 4" LINEAR 4' LENGTH NEO RAY S121 DRL240 FES 00481 UDDB 1W 120 V 62 W R5E 3000 K RECESSED 4" LINEAR 4' LENGTH NEO RAY SAME AS R5 WITH EMERGENCY OPTION 'B' 120 V 62 W S1 UNDERCOUNTER LIGHT W/INTEGRATED SWITCH LITHONIA LIGHTING OR EQUAL
UCLD 24IN 90CRI SWR WH
W1 3000 K ROUND WALL SCONCE MGRAW EDISON ISSAF 450LED E1T3 AP 8030 120 V 26 W W2 3000 K EXTERIOR LED WALL MOUNTED GOOSENECK FIXTURE EATON OR EQUAL 303 S1 LEDB2 3000 UNV T2 DIM10 BK 24 120 V 16 W W3 3000 K ROUND WALL SCONCE, 90 DEGREE CUTOFF MGRAW EDISON ISSAF 450LED E1SLL AP 8030 120 V 26 W X1 RED LETTER EXIT SIGN SURE LITE APX7 R 120 V 5 W
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 296 of 321
AN
TON
N A T H A NSON
Exp. 03/31/21
LATRICECLE
REE
REGISTERED PROFESSIONAL ENGIN
STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
SAN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
005-104
FOR CONSTRUCTION
PANEL
SCHEDULES
200102
E0.3
AN
AN
KS
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
Demand Load (A): 65 A
Kitchen Equipment 3950 VA 80.00%3160 VA Demand Load (kVA): 23552 VA SYSTEM FURNITURE 1440 VA 100.00%1440 VA
Non-Continuous 3486 VA 100.00%3486 VA Connected Load (A): 83 A Receptacle 20932 VA 73.89%15466 VA Connected Load (kVA): 29808 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:79 A 92 A 78 A
Total Load:9471 VA 11012 VA 9325 VA
41 ROOF RECEPTACLES 20 A 1 900 VA 34 VA 1 20 A VAV'S 42 39 BOTTLE FILL 20 A 1 200 VA 1152...1 20 A FITNESS FANS 40 37 GATE MOTOR 20 A 1 800 VA 720 VA 1 20 A SYSTEM FURNITURE 38 35 DEDICATED IT QUAD 20 A 1 360 VA 720 VA 1 20 A SYSTEM FURNITURE 36 33 DEDICATED IT QUAD 20 A 1 360 VA 900 VA 1 20 A EXTERIOR ICE MACHINE 34 31 DEDICATED IT QUAD 20 A 1 360 VA 350 VA 1 20 A IRRIGATION CONTROLLER 32 29 DEDICATED IT QUAD 20 A 1 360 VA 1080... 1 20 A EXTERIOR RECEPS 30 27 DEDICATED IT QUAD 20 A 1 360 VA 900 VA 1 20 A CONV RECEP 117,120 28 25 COPY ROOM COPIER 20 A 1 350 VA 900 VA 1 20 A CONV RECEP 119,120 26 23 CONV RECEP 112,114 20 A 1 900 VA 900 VA 1 20 A CONV RECEP 115,118,133 24 21 CONV RECEP 109 20 A 1 900 VA 1080...1 20 A CONV RECEP 113,103,116 22 19 COPIER 20 A 1 350 VA 1200...1 20 A WASHER/DRYER 20
17 CONV RECEP 108,107 20 A 1 1080... 720 VA 1 20 A CONV RECEPS 100,105 18 15 CONV RECEP 110 20 A 1 900 VA 720 VA 1 20 A CONV RECPES 109,108 16 13 BREAKROOM FRIDGE 20 A 1 1200... 900 VA 1 20 A CONV RECEP 111 14 11 BREAKROOM FRIDGE 20 A 1 1200... 350 VA 1 20 A GARBAGE DISPOSAL 12 9 BREAKROOM FRIDGE 20 A 1 1200... 540 VA 1 20 A BREAKROOM CONV RECEPS 10 7 TREADMILL 20 A 1 1 VA 540 VA 1 20 A BREAKROOM CONV RECEPS 8 5 TREADMILL 20 A 1 1 VA 720 VA 1 20 A BREAKROOM CONV RECEPS 6 3 CONV RECEP 122,126,128 20 A 1 900 VA 900 VA 1 20 A CONV RECEP 126,125 4 1 CONV RECEP 130,131,127 20 A 1 900 VA 900 VA 1 20 A CONV RECEP 121,123 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes:
Enclosure:Type 1 MCB Rating:MLO
Mounting:Surface Wires:4 Bus Rating:200
Supply From:DB1 Phases:3 Mains Type:MLO
Location:ELECTRICAL 132 Volts:208/120 - 3Ph/4W A.I.C. Rating:30000 Branch Panel: P1
SYSTEM FURNITURE 6480 VA 100.00%6480 VA
Lighting - Exterior 118 VA 125.00%147 VA
HVAC 4118 VA 100.00%4118 VA
Non-Continuous 2228 VA 100.00%2228 VA Demand Load (A): 101 A Lighting 6170 VA 125.00%7713 VA Demand Load (kVA): 36271 VA Spare 825 VA 100.00%825 VA
Receptacle 5220 VA 100.00%5220 VA Connected Load (A): 95 A Motor 9040 VA 105.53%9540 VA Connected Load (kVA): 34199 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:86 A 100 A 103 A
Total Load:10303 VA 11794 VA 12102 VA
41 SPARE 20 A 1 0 VA 667 VA 42
39 SPARE 20 A 1 0 VA 667 VA 40
37 FLUSH VALVES 20 A 1 400 VA 667 VA
3 20 A P-2
38 35 FLUSH VALVES 20 A 1 600 VA 667 VA 36
33 WATER HEATER 20 A 1 700 VA 667 VA 34
31 PUMP P-1 20 A 1 528 VA 667 VA
3 20 A P-1
32 29 CONV RECEPS RM 135,134 20 A 1 720 VA 2059...30
27 CONV RECEPS RM 136,135 20 A 1 900 VA 2059...2 30 A HVAC CU-1 28 25 CONV RECEPS RM 137,136 20 A 1 900 VA 1584...1 20 A EF-6,7,8 26 23 CONV RECEPS RM 138,137 20 A 1 900 VA 1752... 1 20 A EF-3,4,5 24 21 CONV RECEPS RM 117,140 20 A 1 900 VA 1704...1 20 A EF-1,2 22 19 CONV RECEPS RM 139,138 20 A 1 900 VA 508 VA 1 20 A RM 134,135,136,137,138,139,140 20 17 SYSTEM FURNITURE 20 A 1 720 VA 500 VA 1 20 A FACP 18 15 SYSTEM FURNITURE 20 A 1 720 VA 325 VA 1 20 A LIGHTING CONTROL PANEL (LCP)16 13 SYSTEM FURNITURE 20 A 1 720 VA 255 VA 1 20 A RM 133,118,119,120 14 11 SYSTEM FURNITURE 20 A 1 720 VA 1002... 1 20 A RM 117 LTG 12 9 SYSTEM FURNITURE 20 A 1 720 VA 834 VA 1 20 A RM 106,100,101,103,104,113,114,115,116,112... 10 7 SYSTEM FURNITURE 20 A 1 720 VA 1298...1 20 A RM 108,109,110,111,125,102 LTG 8 5 SYSTEM FURNITURE 20 A 1 720 VA 1075... 1 20 A RM 122,127,128,126 LTG 6 3 SYSTEM FURNITURE 20 A 1 720 VA 879 VA 1 20 A RM 121,129,130,131,132 LTG 4 1 SYSTEM FURNITURE 20 A 1 720 VA 437 VA 1 20 A EXTERIOR LIGHTING 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes:
Enclosure:Type 1 MCB Rating:MLO
Mounting:Surface Wires:4 Bus Rating:200
Supply From:DB1 Phases:3 Mains Type:MLO
Location:ELECTRICAL 132 Volts:208/120 - 3Ph/4W A.I.C. Rating:30000 Branch Panel: P2
EQUIPMENT MOTOR 0 VA 0.00%0 VA
Kitchen Equipment 3950 VA 80.00%3160 VA
SYSTEM FURNITURE 7920 VA 100.00%7920 VA
Lighting - Exterior 118 VA 125.00% 147 VA
HVAC 54558 VA 100.00%54558 VA
Non-Continuous 5714 VA 100.00%5714 VA Total Deman Load (A):403 A Lighting 6170 VA 125.00%7713 VA Total Demand Load (kVA):145123 VA Spare 38295 VA 100.00%38295 VA
Receptacle 26152 VA 69.12%18076 VA Total Connected Load (A): 422 A Motor 9040 VA 105.53%9540 VA Total Connected Load (kVA): 151917 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:422 A
Total Conn. Load:151917 VA
12 11
10 9
8 7
6 DB1 (Bldg A)3 100 A 100 A 114447 VA
5 UDS1 (Bldg A)3 300 A 300 A 0 VA
4 C (Bldg A)3 200 A 200 A 29350 VA
3 2
1 BA 3 225 A 225 A 8120 VA
CKT Circuit Description # of Poles Frame Size Trip Rating Load Remarks Notes:
Enclosure:Type 3R MCB Rating:1200
Mounting:Surface Wires:4 Bus Rating:1200
Supply From:SDG&E Phases:3 Mains Type:CB
Location:Volts:208/120 - 3Ph/4W A.I.C. Rating:42000
Switchboard: MSB
EQUIPMENT MOTOR 0 VA 0.00%0 VA
Kitchen Equipment 3950 VA 80.00%3160 VA
SYSTEM FURNITURE 7920 VA 100.00%7920 VA
Lighting - Exterior 118 VA 125.00%147 VA
HVAC 54558 VA 100.00%54558 VA
Non-Continuous 5714 VA 100.00%5714 VA Total Deman Load (A):299 A Lighting 6170 VA 125.00%7713 VA Total Demand Load (kVA):107653 VA Spare 825 VA 100.00%825 VA
Receptacle 26152 VA 69.12%18076 VA Total Connected Load (A): 318 A Motor 9040 VA 105.53%9540 VA Total Connected Load (kVA): 114447 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:318 A
Total Conn. Load:114447 VA
17 16
15 14
13 12
11 10
9 8
7 UDS2 3 250 A 250 A 0 VA
6 BUSSED SPACE -- -- -- 0 VA --
5 BUSSED SPACE -- -- -- 0 VA --
4 HVAC B-1 3 20 A 20 A 2200 VA
3 HVAC RTU-1 3 175 A 175 A 48240 VA
2 P2 3 200 A 200 A 34199 VA
1 P1 3 200 A 200 A 29808 VA
CKT Circuit Description # of Poles Frame Size Trip Rating Load Remarks Notes:
Enclosure:Type 1 MCB Rating:800
Mounting:Surface Wires:4 Bus Rating:800
Supply From:MSB Phases:3 Mains Type:CB
Location:ELECTRICAL 132 Volts:208/120 - 3Ph/4W A.I.C. Rating:42000 Switchboard: DB1
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 297 of 321
CG
CG
CG
CG
CG
CG
J
J
J
J
J
J
J
J
J
CR
CR
DL
DL
PR
O
P
E
R
T
Y
L
I
N
E
15 '
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
20' FRONT YARD SETBACK
E. TAYLOR ST.
ADMINISTRATION BUILDING
TOTAL BUILDING AREA: 10,064 S.F.
CONDITIONED SPACE: 9,978 S.F.
EXISTING BUILDING B EXISTING GARAGE
MSB
(XD) MSB
BA(X)
ATS
(XD) ATS
(X)C
(X)C
(X)C
(X)C
(X)C
(X)C
(X)C
(X)C
1 2
3 4
5 6
7 8
9 SDG&E
NEW PAD AND XFMR 10
11 C(X)
P1 -32
(X) GEN
12 13
P1 -37
1"C, 1#8, #8N, #8G
14 8
15 16
16 16
4 17
17 17
17 17
18 19
GENERAL NOTES:
A ELECTRICAL CONTRACTOR TO VERIFY ALL EXISTING FIELD
CONDITIONS.
CONTRACTOR TO VERIFY THE EXISTING CONNECTIONS OF ALL
EXISTING PARKING LIGHTS AND VERIFY NEW CONNECTIONS BACK TO POC.
CONTRACTOR TO COORIDNATE ALL UTILITIES WITH SDG&E.
PRIOR TO COMMENCEMENT OF WORK.
B
C
AN
TON
N A T H A NSON
Exp. 03/31/21
LATRICECLE
REE
REGISTERED PROFESSIONAL ENGIN
STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
SAN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
005-104
FOR CONSTRUCTION
ELECTRICAL SITE
PLAN
200102
E1.0
AN
AN
KS
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1" = 20'-0"E1.0
1 SITE PLAN
KEYED NOTES
Key Value Keynote Text
1 NEW SWITCHBOARD 'MSB' IN NEMA 3R ENCLOSURE. COORDINATE EXACT PLACEMENT WITH ARCHITECT PRIOR TO ROUGH IN.
2 PROVIDE JBOX FOR POINT OF CONNECTION TO IRRIGATION
CONTROLLER. COORDINATE LOCATION WITH LANDSCAPE PLANS
PRIOR TO ROUGH IN.
3 PROVIDE WEATHER PROOF JUNCTION BOX FOR VEHICULAR GATE MOTOR CONNECTION. COORDINATE EXACT ROUTING WITH
ARCHITECT PRIOR TO ROUGH IN.
4 (2)2" C.O FOR FUTURE CHARGING, (1)1-1/2" C FOR GATE, (1)2" C SPARE. COORDINATE ROUTING WITH ARCHITECT PRIOR TO ROUGH IN.
5 PROVIDE NEW ELECTRICAL HANDHOLE WITH DRIVE OVER RATED COVER. COORDINATE PLACEMENT WITH ARCHITECT PRIOR TO
ROUGH IN.
6 PROVIDE HANDHOLE FOR FUTURE EV CHARGING STATION. PROVIDE DRIVE OVER RATED BOX IN PARKING LOT. CAP AND STUB C.O. FOR FUTURE CONNECTION. COORDINATE EXACT PLACEMENT WITH CIVIL AND ARCHITECT PRIOR TO ROUGH IN.
7 EXISTING COMMUNICATIONS HANDHOLE.
8 (2)2" COMMUNICATION CONDUIT. COORDINATE CONDUIT
ROUTING WITH ARCHITECT PRIOR TO ROUGH IN.
9 NEW 'ATS' IN NEMA 3R ENCLOSURE. COORDINATE EXACT
PLACEMENT WITH ARCHITECT PRIOR TO ROUGH IN.
10 SDG&E TRANSFORMER AND PAD, INSTALLED PER SDG&E
STANDARDS AND PRACTICES.
11 PROVIDE WEATHERPROOF JUNCTION BOX FOR GATE KEYPAD.
PROVIDE (1)1" C.O. FOR COMMUNICATION CONDUIT FOR GATE
CONTROLLER. COORDINATE LOCATION WITH ARCHITECT PRIOR TO ROUGH IN.
12 PROVIDE 4" C.O. WITH PULL TAPE, COORDINATE AND INSTALL PER SDG&E STANDARDS AND PRACTICES.
13 EXISTING GENERATOR, INTERCEPT AND EXTEND EXISTING CONDUIT AND CONDUCTORS TO NEW ATS LOCATION.
14 PROVIDE NEW COMMUNICATIONS HANDHOLE WITH DRIVE OVER
RATED COVER. SIZE PER COX STANDARDS.
15 EXISTING COMMUNICATION CONDUIT, CONTRACTOR SHALL VERIFY EXACT LOCATION PRIOR TO COMMENCEMENT OF WORK.
16 EXIT AND REVERSE LOOPS BY FENCE CONTRACTOR FOR MOTORIZED GATE, PROVIDE AND INSTALL 3/4"C.O. WITH PULL STRING TO GATE CONTROLLER. COORDINATE
17 PROVIDE JUNCTION BOX WITH 1"C.O. FOR SECURITY CAMERAS.
COORIDNATE EXACT PLACEMENT AND HIEGHT WITH ARCHITECT
PRIOR TO ROUGH IN.
18 EXISTING COMMUNICATION CONDUIT.
19 EXISTING COMMUNICATION VAULT.
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 298 of 321
DW
CG
CG
CG
TV
TV
TV
P
M
P
M
P
M
TV
TV
CR
I
P
M
CR
S
CR J
J J
J
CR
CR
CR
CR
DL
J
B
JJ
DL
DL
DL
DL
CR
DL
DL
DL
DL
DL
DL
J
J
DL
DLDL
DL
DL
DL
DL
CR
CR
CR
CR
CR
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CR CR
CR
DL CR
DL
CR
CR
J
J
J
J
J
J
J JJ
J
2 G
E
J
F
H
3 C
A
641
B
5 D
FITNESS
126
BREAK ROOM
125
LOBBY
100
SERVER
118
OFFICE D1
119
OFFICE D1
120
MULTI-PURPOSE
112
RECEPTION
103
STORAGE
114
RECEIVING
116
OPEN WORK
STATIONS
117
COPY/MAIL
ROOM
115
WOMEN'S
128
OFFICE B
107
HALL
102
RESTROOM
104
CONFERENCE
106
RESTROOM
101
COPY
105
HWH
127
ELECTRICAL
132
MEN'S
129
OFFICE D1
121
MEN'S LOCKER
130
WASH ROOM
131
STORAGE
123
HALL
122
JAN
124
OFFICE D1
111
OFFICE C1
108
OFFICE C1
110
OFFICE C1
109
STORAGE
113
WP
WP
WP
P1
P2
WP
WP
FR
133
DB1
1 2
3 +7'-0"
ICE
MACHINE
+7'-0"
+7'-0"
+7'-0"
1 1
1 1
P1 -1
2 P1 -2
2 2
2 P1 -3
3 3
3 3
4 P1 -4
3/4"C, 1#10, #10N, #10G
4 4
4 P1 - 7
P1 - 5
P1 - 6
666
GB
P1 -11
3/4"C, 1#10, #10N, #10G
P1 -9
1"C, 1#8, #8N, #8G
P1 -13
3/4"C, 1#8, #8N, #8G
P1 - 8
88 P1 - 10
1010
P1 - 12
14 P1 -14
3/4"C, 1#10, #10N, #10G
1414
14 15
15 15
15 P1 -15
3/4"C, 1#10, #10N, #10G
P1 -16
3/4"C, 1#10, #10N, #10G
16 16
16 P1 -17
3/4"C, 1#8, #8N, #8G
17 17
17 17
17 P1 -18
1"C, 1#8, #8N, #8G
18 18
18 P1 - 19
P1 -20
3/4"C, 1#10, #10N, #10G
P1 -21
3/4"C, 1#8, #8N, #8G
21 21
21 21
P1 -22
1"C, 1#8, #8N, #8G
22 22
22 22
22 23
23 23
23 P1 -23
3/4"C, 1#10, #10N, #10G 24
24 P1 -24
3/4"C, 1#8, #8N, #8G
24 24P1 - 25
P1 -35 P1 -27
P1 -33
P1 -29P1 -31
P1 -26
3/4"C, 1#8, #8N, #8G
26 26
26 26
28 28
P1 -28
3/4"C, 1#10, #10N, #10G
2828
LCP
P1 -30
3/4"C, 1#8, #8N, #8G
30 30
30 30
30 4
P1 -34
P1 -36
3/4"C, 1#10, #10N, #10G
P1 -38
3/4"C, 1#10, #10N, #10G
P2-1,3,5 P2-7,9,11 P2-13,15,17
3/4"C, 1#10, #10N, #10G
FAN
+9'-6"
FAN
+9'-6"
FAN
+9'-6"
FAN
+9'-6"
P1 -40
3/4"C, 1#10, #10N, #10G
40 40
40 OFFICE E1
134
OFFICE E1
135
OFFICE E1
136
OFFICE E1
137
OFFICE E1
138
OFFICE E1
139
OFFICE E1
140
3/4"C, 1#10, #10N, #10G
21 P2 -19
19 19
19 19
P2 -21
3/4"C, 1#10, #10N, #10G
21 21
21 P2 -23
23 23
23 23
P2 -25
3/4"C, 1#10, #10N, #10G
25 25
25 25
27 27
27 27
P2 -27
3/4"C, 1#10, #10N, #10G
29 29
29 P2 -29
3/4"C, 1#10, #10N, #10G
BOTTLE FILL
BOTTLE FILL
P-1
7 8 9 10
WATER
HEATER
39 P1 -39
P2 - 31
P2 - 33
5 UDS
DB1 -7
2-1/2"C, 3-250kcmil, 250kcmil N, #4G
6 7
FLUSH
VALVE
FLUSH
VALVE
35 P2 -35
8 8
+7'-0"
FUTURE
EQUIP
9 9
FLUSH
VALVE
35 35
35 35
37 37
37 P2 -37
8 8
FLUSH
VALVE
8 FLUSH
VALVE
8 8
8 8
E2.0
2 GENERAL NOTES:
A ELECTRICAL CONTRACTOR TO PROVIDE DIMENSIONED SHOP
DRAWINGS OF ALL ELECTRICAL ROOMS AND PANEL LOCATIONS
PRIOR TO ROUGH IN.
ALL WEATHERPROOF RECEPTACLES SHALL BE EQUIPPED WITH
LOCKABLE COVER.
COORDINATE ALL WALL MOUNTED ELECTRICAL DEVICE
LOCATIONS WITH ADA REQUIREMENTS.
B
C
D ELECTRICAL CONTRACTOR SHALL COORDINATE WITH
CONTROLS/HVAC CONTRACTOR ALL FANS THAT ARE CONTROLLED
VIA ROOM LIGHTING. IF REQUIRED, PROVIDE LOW VOLTAGE
RELAY FOR FAN CONTROL VIA LIGHTING SYSTEM.
E VERIFY MOUNTING HEIGHTS OF ALL DEVICES WITH ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH IN.
F COORDINATE CONTROLLED RECEPTACDLE CONNECTION AND
REQUIREMENTS WITH LIGHTING CONTROL SHOP DRAWINGS.
G COORDINATE POWER FEEDS, LOCATIONS AND WIRING HARNESS
CONFIGURATION WITH FURNITURE VENDOR SHOP DRAWINGS
PRIOR TO ROUGH IN.
H COORDINATE ALL MODULAR FURNITURE MULTI -WIRE WHIPS WITH FURNITURE VENDOR PRIOR TO ELECTRICAL ROUGH IN.
COORDINATE AND PROVIDE ALL REQUIRED POWER PACKS FOR
MODULAR FURNITURE CONTROLLED RECEPTACLES WITH FURNITURE VENDOR POWER FEEDS.
F
9 10
10 11 11
AN
TON
N A T H A NSO
N
Exp. 03/31/21
LATRICECLE
REE
REGISTERED PROFESSIONAL ENGIN
STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
SAN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
005-104
FOR CONSTRUCTION
FIRST FLOOR
PLAN - POWER
200102
E2.0
AN
AN
KS
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1/8" = 1'-0"E2.0
1 FIRST FLOOR PLAN - POWER
KEYED NOTES
Key Value Keynote Text
1 COORDINATE ALL BREAKROOM ELECTRICAL POWER CONNECTIONS WITH MANUFACTURERS RECOMMENDATIONS. COORDINATE
LOCATIONS OF ALL BREAKROOM DEVICES WITH ARCHITECTS PRIOR TO ROUGH IN.
2 PROVIDE 3/4" THICK FIRE RATED PLYWOOD TELEPHONE
BACKBOARD. FULL HEIGHT ON 3 WALLS, COORDINATE LENGTH WITH CITY OF VISTA PRIOR TO INSTALL.
3 PROVIDE GROUND BUS PER CEC SECTION 250.50, BOND TO
BUILDING GROUNDING ELECTRODE.
4 PROVIDE (1) 1/2" CONDUIT FOR AV.PROVIDE (2) CAT 6 CABLE BETWEEN TV & CONFERENCE TABLE. PROVIDE CAT 6 TO HDMI
CONVERTER WITH 6' HDMI CABLES FOR TV CONNECTION AND USER CONNECTION.
5 PROVIDE WALL MOUNTED SWITCH FOR DOOR LOCK DEACTIVATION IN RECEPTION AREA. COORDINATE EXACT PLACEMENT WITH
ARCHITECT PRIOR TO ROUGH IN.
6 PROVIDE LV POWER SUPPLY ABOVE RECEPTION AREA FOR THE
CARD READERS. PROVIDE CONDUIT FOR POWER SUPPLY TO EACH
DOOR FOR THE LV WIRING. PROVIDE CONDUIT BACK TO SERVER
ROOM FOR CONNECTION TO THE ACCESS CONTROL SYSTEM.
7 PROVIDE LV POWER SUPPLY ABOVE BREAK ROOM AREA FOR THE EXTERIOR CARD READERS. PROVIDE CONDUIT FOR POWER SUPPLY TO EACH DOOR FOR THE LV WIRING. PROVIDE CONDUIT BACK TO
SERVER ROOM FOR CONNECTION TO THE ACCESS CONTROL
SYSTEM.
8 PROVIDE JUNCTION BOX FOR PLUMBING FIXTURES POWER SUPPLY.
COORDINATE EXACT PLACEMENT AND REQUIREMENTS WITH
ARCHITECT & PLUMBING ENGINEER. PRIOR TO ROUGH IN.
9 PROVIDE JUNCTION BOX WITH 1"C.O. FOR SECURITY CAMERAS.
COORIDNATE EXACT PLACEMENT AND HIEGHT WITH ARCHITECT
PRIOR TO ROUGH IN.
10 12"W x 4"H LADDER STYLE CABLE TRAY AT +7'-6" TO BOTTOM OF TRAY.
11 O.F.O.I. RACKS SHOWN FOR REFERENCE.
1/4" = 1'-0"2 ENLARGED SERVER ROOM
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 299 of 321
CGCG
CG
CG
M
D DD
D
D
DDD
D
MD
MM
M
M
D
M
D
D
D
M
M
D
M
M
D
D
M
DD
D
D
M M
M
D
D
M
M
M
M
M
M
D
M
MM
MM
DS
D
DS
M
DS
M
D
D
D
D D D D D D
2 G
E
J
F
H
3 C
A
98764 101
B
5 D
2 G
E
J
F
H
3 C
A
641
B
5 D
LOBBY
100
SERVER
118
OFFICE D1
119
OFFICE D1
120
MULTI-PURPOSE
112
RECEPTION
103
STORAGE
114
RECEIVING
116
OPEN WORK
STATIONS
117
COPY/MAIL
ROOM
115
WOMEN'S
128
OFFICE B
107
HALL
102
RESTROOM
104
CONFERENCE
106
RESTROOM
101
COPY
105
HWH
127
ELECTRICAL
132
MEN'S
129
OFFICE D1
121
MEN'S LOCKER
130
WASH ROOM
131
STORAGE
123
HALL
122
323 SF
FITNESS
126
JAN
124
42 SF
OFFICE D1
111
OFFICE C1
108
OFFICE C1
110
OFFICE C1
109
STORAGE
113
R2R2R2R2ER2R2
R2ER2R2R2R2R2
P1P1P1
P1
P1 P1
P1E
P1
R2
R2
R2
R2
R2
R2
R2E
R2
R2
R2
R3
R3
R3
P1P1P1P1 P1P1E
R2 R2
R2R2
P1P1P1P1P1P1
P1 P1E P1
R4E
R2
R2
P1E
R3R3
R3
R1ER1
R4
R1E
R1R1R1R1E
R4
R4
R2R2
R2R2
R4
R4
R4
R4E
R4
R5
R5
R5
R3
P1
P1
P1
P1
P1P1
P1 P1
P1P1
P1EP1
R4R4
R4E R4
R4R4R4
R2
R2
R2
R2
R2R2
R2 R2
P3
P3
P3
P3
P3
P3
P3
P3 P2E
P2P2
R4R4
R2
R2R4R4
R1E R1
R1
R1
R1
R1E R1
R1
R1
R1E
R1
R5
W1
W1
W1
R5
R5
R5
R5R5
R5
R5R5
R5E
P1
FR
133
X1X1
X1
BREAK ROOM
125
X1
W2
W3
a
a a a aaaa
b
b b b b b
b
b b
b b b
aaaaaa
ab
b
bb
ab ab
ab
3ab 3ab
ab
abc
c c
c c
c c
c b
b b
a a
abc
abc
+9'-0"AFF +9'-0"AFF
1 2
3 4
R4
R4
R3
R3
R3
+9'-0"AFF
+9'-0"AFFX1
R4R4
55 +10'-4"AFF. TYP.
X1
X1
X1
X1
R4
P2 -2
3/4"C, 1#10, #10N, #10G
2 2
2 2
2 2
2 2
22 2 22
2 6
2 2
P2 -4
4 4
4 4
44 4
44 4 4 4
4 4
4 4
4 4
4 4
4 4
P2 -6
3/4"C, 1#10, #10N, #10G 6
6 6
6 6 6 6
6 66
66 66
66 66
66 66
6 66
P2 -8
1"C, 1#6, #6N, #6G
8 8 8
88888
88 88
8 8 8
8 8 8
8 8
8 8
8 8
8 8
8 8 8
88 P2 -10
1"C, 1#8, #8N, #8G
10 10
10 10
10 10
10 10
1010
1010
10 10
10 10
1010
10 10
10 10
10 14
1010
1010
12 12
12 12 12 12 12
1212121212 12
12 12 12 12
12 12 12 12
1212
1212
P2 -14
14 14
14 14
14 R4E
2 R4E
222 2
R4R4R4
2 R4
R4E
2 2
3 3
R4R4
22 7
77 7
P1E
a12
P2 -12
1"C, 1#8, #8N, #8G
OFFICE E1
134
OFFICE E1
135
OFFICE E1
136
OFFICE E1
137
OFFICE E1
138
OFFICE E1
139
OFFICE E1
140
X1
X1
R2
R2
R2
R2 R2
R2
R2
R2 R2 R2 R2
R2 R2 R2
P2 -20
20 20
20 20
20 20 20
20 20
20 20
20 20
20 +9'-0"AFF
7 8 9 10
X1
X1
4 10
R3
X1
8 X1
5 ab
a
a
a
b
b
abdc a
bb
c
c
dd
dd
aa
8 8
8 8
S1
8 S1101010
2 R3
10 1010
10 10
R3R3
R3R3
GENERAL NOTES:
A COORDINATE EXACT LOCATION OF LIGHTING FIXTURE WITH
ARCHITECT PLANS PRIOR TO ROUGH IN.
LIGHTING CONTROLS SHALL BE NETWORKABLE LOW VOLTAGE
SYSTEM NLIGHT OR APPORVED EQUAL. PROVIDE
MANUFACTURERS SHOP DRAWINGS FOR ALL LIGHTING CONTROLS
PRIOR TO ROUGH IN. INCLUDING BUT NOT LIMITED TO DEVICE
LOCATIONS, TYPES, CONTROL WIRING, ZONES AND SENSOR
COVERAGE.
VERIFY ALL FINISHES AND MOUNTING WITH ARCHITECT PRIOR TO PROCUREMENT.
B
C
COORDINATE EXACT LOACTION AND QUANITY OF EXTERIOR
LIGHTING FIXTURES WITH ARCHITECT PLANS PRIOR TO ROUGH IN.
D
AN
TON
N A T H A NSO
N
Exp. 03/31/21
LATRICECLE
REE
REGISTERED PROFESSIONAL ENGIN
STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
SAN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
005-104
FOR CONSTRUCTION
FIRST FLOOR
PLAN -
LIGHTING
200102
E2.1
AN
AN
KS
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
SCALE:1/8" = 1'-0"E2.1
1 FIRST FLOOR PLAN - LIGHTING
KEYED NOTES
Key Value Keynote Text
1 ALL EXTERIOR FIXTURES SHALL BE CONTROLLED THRU LIGHTING CONTROL PANEL.
2 HANG FIXTURES AT +10'-0" AFF, KEEP FIXTURES LEVEL ACROSS UNEVEN CEILING.
3 PRIMARY DAYLIGHT ZONE PER TITLE 24.
4 SECONDARY DAYLIGHT ZONE PER TITLE 24.
5 HANG EXIT SIGNS ABOVE DOOR THRESHOLD. COORDINATE EXACT PLACEMENT AND HEIGHT WITH ARCHITECT PRIOR TO ROUGH IN.
6 COORDINATE PLACEMENT OF WALL SIGN FIXTURE WITH ARCHITECT PRIOR TO ROUGH IN.
7 PROVIDE WALL MOUNTED SWTICH FOR INDIVIDUAL FAN ON/OFF OPERATION. COORDINATE LOCATION WITH ARCHITECT PRIOR TO
ROUGH IN.
8 SKYLIGHT ZONE PER TITLE 24.
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 300 of 321
DW
CG
CG
CG
CG
CGJ
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
2 G
E
J
F
H
3 C
A
641
B
5 D
VAV-2
VAV-1
VAV-3
VAV-4
VAV-5
VAV-10
VAV-11
VAV-6
VAV-14
VAV-7
VAV-13
VAV-8
VAV-9
VAV-12
FC-1
1 P1 -42
VAV-15
VAV-16
VAV-17
7 8 9 10
GENERAL NOTES:
A COORDINATE WITH MECHANICAL DRAWINGS FOR EXACT
PLACEMENT OF DISCONNECTS.
B COORDINATE POWER CONNECTIONS WITH MANUFACTURERS
RECOMMENDATIONS PRIOR ROUGH IN.
C ELECTRICAL CONTRACTOR SHALL COORDINATE WITH
CONTROLS/HVAC CONTRACTOR.
D PROVIDE ENGRAVED NAMEPLATES FOR ALL DISCONNECTS
IDENTIFYING EQUIPMENT SERVED. VERIFY EQUIPMENT NAMES WITH MECHANICAL PLANS PRIOR TO ENGRAVING.
AN
TON
N A T H A NSON
Exp. 03/31/21
LATRICECLE
REE
REGISTERED PROFESSIONAL ENGIN
STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
SAN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
005-104
FOR CONSTRUCTION
FIRST FLOOR
PLAN - MECH
200102
E2.2
AN
AN
KS
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
1/8" = 1'-0"1 MECH-1ST FLOOR
KEYED NOTES
Key Value Keynote Text
1 FAN COIL IS POWERED FROM CONDENSING UNIT ON ROOF.
COORDINATE EXACT LOCATION AND REQUIREMENTS WITH
MECHANICAL PLANS PRIOR TO ROUGH IN.
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 301 of 321
TTT
T
T
T
T
T
2 G
E
J
F
H
3 C
A
641
B
5 DWPWP
1 1
EF-8EF-7EF-6
EF-5
EF-4
EF-3
EF-2
EF-1
P-1
P-2
CU-1
RTU-1WP
1 WP
1 WP 1
B-1
41 41
41 DB1 -3
3-1/2"C, 3-3/0, 3/0N, #4G 41
P1 -41
3/4"C, 1#8, #8N, #8G
DB1 -4
P2 -22
3/4"C, 1#10, #10N, #10G
22 P2 -24
3/4"C, 1#8, #8N, #8G
24 24
26 26P2 -26
1"C, 1#6, #6N, #6G
P2 -28,30
1"C, 2#6, #6N, #6G
P2 -38,40,42
P2 -32,34,36
7 8 9 10
GENERAL NOTES:
A COORDINATE WITH MECHANICAL DRAWINGS FOR EXACT
PLACEMENT OF DISCONNECTS.
B COORDINATE POWER CONNECTIONS WITH MANUFACTURERS
RECOMMENDATIONS PRIOR ROUGH IN.
C ELECTRICAL CONTRACTOR SHALL COORDINATE WITH
CONTROLS/HVAC CONTRACTOR ALL FANS THAT ARE CONTROLLED
VIA ROOM LIGHTING. IF REQUIRED, PROVIDE LOW VOLTAGE RELAY FOR FAN CONTROL VIA LIGHTING SYSTEM.
D PROVIDE ENGRAVED NAMEPLATES FOR ALL DISCONNECTS
IDENTIFYING EQUIPMENT SERVED. VERIFY EQUIPMENT NAMES WITH MECHANICAL PLANS PRIOR TO ENGRAVING.
E ALL EXTERIOR RECEPTACLES SHALL BE GFCI AND PROVIDE IN A WEATHERPROOF IN USE COVER.
AN
TON
N A T H A NSON
Exp. 03/31/21
LATRICECLE
REE
REGISTERED PROFESSIONAL ENGIN
STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
SAN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:
Project Number:
Drawn By:
Checked By:
Sheet Title:
Approved By:
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
005-104
FOR CONSTRUCTION
ELECTRICAL
ROOF PLAN
200102
E3.0
AN
AN
KS
ADMINISTRATION
BUILDING
CITY OF VISTA PUBLIC
WORKS DEPARTMENT
1165 E TAYLOR ST.
VISTA, CA 92084
KEYED NOTES
Key Value Keynote Text
1 ROOFTOP RECEPTACLES SHALL BE LOCATED WITHIN 25' OF
ROOFTOP UNITS PER CEC.
1/8" = 1'-0"1 ROOF PLAN POWER
FOR
CONSTRUCTION
05/18/21
BLDG DEPT
SUBMITTAL
09/02/20
BLDG DEPT
RESUBMITTAL
11/25/20
BID SET 02/11/21
02/10/2026 C7 302 of 321
TOP OF
CONTROL
TOP OF CONTROL SWITCH
OUTLET
SIDE APPROACH
44" MAX FOR
FRONT APPROACH
NOTE:
MOUNTING HEIGHT DIMENSIONS
ARE TYPICAL FOR ALL HAND
OPERABLE DEVICES.
FINISHED
FLOOR
FINISHED
GRADE
OUTLET
48"
MAX.
15"
MIN.
46"
MAX.
34"
MAX.
24"
MAX.
BONDING & GROUND DETAIL
CONCRETE ENCASED ELECTRODE (UFER) (GROUNDING
ELECTRODE #1). REFER TO CHART FOR SIZE. MINIMUM 20'.
A
MINIMUM 10 MIL ANNEALED COPPER CLAD STEEL GROUND
ROD. (GROUNDING ELECTRODE #2). REFER TO CHART FOR
SIZE.
B
GROUNDING ELECTRODE CONDUCTOR. REFER TO CHART
FOR SIZE.
C
INTEGRATED (FACTORY BONDED) BUS BAR MAIN BONDING
JUMPER. REFER TO CHART FOR MINIMUM CONDUCTOR
SIZE. (AMPACITY SHALL BE 150% RATED)
D
METALLIC PIPING BOND WIRE, REFER TO CHART FOR
MINIMUM SIZE. BOND TO ALL METALLIC PIPING (WATER,
SPRINKLER, GAS, PNEUMATIC LINES, ETC.) WITHIN THE
FIRST ACCESSIBLE 5' OF PIPES ENTRY INTO BUILDING.
E
BUILDING STEEL BOND WIRE (IF REQUIRED PER BUILDING
CONSTRUCTION TYPE). REFER TO CHART FOR MINIMUM
SIZE.
F
BOND WIRE FOR USE WITH MULTIPLE SERVICE's (WHEN
PRESENT). REFER TO CHART FOR MINIMUM SIZE.
G
INTEGRATED (FACTORY BONDED) BUS BAR CASE BOND.
REFER TO CHART FOR MINIMUM CONDUCTOR SIZE.
H
INTEGRATED (FACTORY INSTALLED) GROUND BUS BAR.
SHALL BE SIZED TO ACCOMMODATE GROUND WIRE LUGS
AS INDICATED ON THE ONE-LINE DIAGRAM.
J
SES AMPACITY B D E F&G H
200 AMP 3/4"x10' (x1)#2 #2 #2 #2
400 AMP 3/4"x10' (x1)#1/0 #1/0 #1/0 #1/0
600 AMP 3/4"x10' (x1)#3/0 #3/0 #3/0 #3/0
800 AMP 3/4"x10' (x2)#3/0 #3/0 #3/0 #3/0
1000 AMP 3/4"x10' (x2)#4/0 #3/0 #3/0 #4/0
1200 AMP 3/4"x10' (x2)#4/0 #3/0 #3/0 #4/0
1600 AMP 3/4"x10' (x2)#300 #3/0 #3/0 #300
2000 AMP 3/4"x10' (x3)#350 #3/0 #3/0 #350
2500 AMP 3/4"x10' (x3)#500 #3/0 #3/0 #500
3000 AMP 3/4"x10' (x3)#500 #3/0 #3/0 #500
3600 AMP 3/4"x10' (x3)#700 #3/0 #3/0 #700
A&C
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
ALL SIZES SHOWN ARE FOR Cu.. AL. IS NOT PERMITTED.
20'
A
B
C
D
F
G
E
H
J
N
G
~
LIGHT FIXTURE OR SPEAKER ENCLOSURE
NOTES:
4 6
5 3
2 1
1 4
2 6
5 3
4 3
2 5
45 3
21 1
6 6
NOTES:
TROFFER LIGHTING SEISMIC RESTRAINT DETAIL
DOWN LIGHTING SEISMIC RESTRAINT DETAIL LOW BAY SEISMIC RESTRAINT DETAIL
UNOBSTRUCTED CIRCUMFERENCE
45°
HANGING LINEAR FIXTURE
BRACE WIRE
OR CABLE
SWIVEL JOINT
HANGER
#9 SAFETY WIRE TIED TO SAFETY WIRE SUPPORT
HOLE & FASTENED TO BLDG. STRUCTURE W/ |''x 2\''
LONG SCREW-EYE OR EQUAL.
ATTACH TO SUSPENSION SYSTEM W/CLIPS OR
WIRE TIES.
EXPOSED T-BAR CEILING SYSTEM OR CONCEALED
SUSPENSION SYSTEM
SAFETY WIRE SUPPORT HOLE IN FIXTURE OR
SPEAKER ENCLOSURE
MOUNTING CHANNELS OR T-BAR BRIDGE TO SPAN
CEILING SUSPENSION SYSTEM AS
RECOMMENDED BY MFR.
SEISMIC RESTRAINT CLIP MINIMUM (2) TWO PER
LIGHT FIXTURE, SCREWED TO T-BAR PER
SPECIFICATIONS. TYPICAL.
12 GA. SLACK SAFETY WIRE TIED TO SEISMIC CLIPS
OR SAFETY WIRE SUPPORT HOLES AND ANCHOR TO
BLDG. STRUCTURE. MINIMUM (2) SAFETY WIRES
PER EACH LIGHT FIXTURE 1'x4, 2'x2' OR SMALLER.
MINIMUM (4) SAFETY WIRES PER LIGHT FIXTURE
FOR 2'x4' OR LARGER FIXTURES.
FASTEN SEISMIC RESTRAINT CLIPS TO LIGHT
FIXTURE WITH HEX WASHER HEAD. SHEET METAL
SCREWS, MINIMUM (2) TWO PER CLIP (OPTIONAL
METHOD). USE IF SAFETY WIRE SUPPORT HOLES
ARE NOT PROVIDED WITH FIXTURE.