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Home My WebLink About2023-05-09; City Council; ; Amendment to the lease agreement with Mira Costa Community College District for the Las Palmas property, 2075 Las Palmas Drive (2)CA Review ___AF___ Meeting Date: May 9, 2023 To: Mayor and City Council From: Scott Chadwick, City Manager Staff Contact: Curtis M. Jackson, Real Estate Manager curtis.jackson@carlsbadca.gov, 442-339-2836 Subject: Amendment to the lease agreement with Mira Costa Community College District for the Las Palmas property, 2075 Las Palmas Drive District: 2 Recommended Action Adopt a resolution authorizing the City Manager to execute Amendment No. 1 to the lease agreement with the Mira Costa Community College District for the Las Palmas property (APN: 213-061-19-00). Executive Summary The City of Carlsbad entered into a four-year, 11-month lease agreement with Mira Costa Community College District (Mira Costa) for the city-owned Las Palmas property on Sept. 21, 2021. Mira Costa is now requesting to amend the lease to eliminate the Regional Small Business Development Center programming and adding two new welding and craft brewing technician programs. This agreement is before the City Council for review and approval because the City Council has not given the City Manager the authority to enter into lease agreements. Staff recommend the City Council authorize the City Manager to execute Amendment No. 1 to the lease agreement with Mira Costa. Explanation & Analysis In 2021, the intent of the agreement was for Mira Costa to operate its Technology Career Institute and Regional Small Business Development Center in the 22,627-square-foot, city owned building at 2075 Las Palmas Drive. Since that time, Mira Costa has expanded its technician level trainings within a variety of different industries, such as advanced manufacturing, biomedical, unmanned systems, engineering, veterinary medicine and homeland security, and the center is now called the Mira Costa College Technology Career Institute. Its current enrollment for all technology programs is approximately 550 students per year, plus 373 clients who use the small business center each month. May 9, 2023 Item #6 Page 1 of 50 On July 21, 2022, Mira Costa notified the city of its desire to include new welding and craft brewing technician programs to its offerings, while relocating the small business center. The welding and craft beer programs will have space for a total of 92 new students. The small business center will be relocated to the college’s San Elijo Campus in Encinitas. Many of the center’s workshops and coaching sessions moved online during the COVID-19 pandemic and have continued to be offered online post-pandemic, so it does not need as much space. Carlsbad businesses will continue to have easy access to their services even after the center relocates. Mira Costa will need to complete tenant improvements to the facility to allow for the two new technology programs, which will include replacing various offices and classrooms with separate welding and craft brewing labs. The city has reviewed and approved the associated building plans (Exhibit 2) and issued a building permit on Feb. 15, 2023 (CBC2022-0367). The lease amendment (Attachment A to Exhibit 1) is necessary: • To eliminate the Regional Small Business Development Center programming activity from a) Section 1.6 -Use of Premises and b) Exhibit C - Operational Guidelines. • To replace Exhibit C with Exhibit C-1 which adds the welding and craft brewing technician programming activities in place of the eliminated Regional Small Business Development Center programming activities. • To correct a clerical error in Section 11.1 - Tenant Improvements, adding the word “not,” which was unintentionally omitted in the original 2021 agreement. Fiscal Analysis There is no fiscal impact associated with this staff report as the lease term and lease rental rates are not being amended. Options 1. Approve Lease Agreement No. 1 Pros • As many as 92 students will be trained each year and added to the potential workforce in both welding and craft brewing. • There will be a reduction in the amount of parking needed to serve the Technology Career Institute, reducing the demand for parking on the site and in the surrounding areas. Cons • Closing the Regional Small Business Development Center in Carlsbad will require some businesspeople to travel to the college’s San Elijo Campus in Encinitas. 2. Decline to approve Lease Amendment No. 1 Pros: • None identified Cons: • Mira Costa will not be able to teach full-time students in the expanded programming, which may reduce revenue generation • The demand for parking on-site and in the surrounding areas will not be reduced Staff recommend Option 1. May 9, 2023 Item #6 Page 2 of 50 Next Steps Mira Costa and city staff will carry out the terms of the amended agreement. Environmental Evaluation The City Planner has determined that this project is exempt from the California Environmental Quality Act under Section 15301 - Existing Facilities of the CEQA Guidelines. Additionally, it has been determined that the project is consistent with Conditional Use Permit 14-02, which authorized the use. Exhibits 1. City Council resolution 2. Mira Costa tenant improvement plans May 9, 2023 Item #6 Page 3 of 50 RESOLUTION NO. 2023-123 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, CALIFORNIA, AUTHORIZING THE CITY MANAGER TO EXECUTE AMENDMENT NO. 1 TO THE LEASE AGREEMENT WITH THE MIRA COSTA COMMUNITY COLLEGE DISTRICT FOR THE LAS PALMAS PROPERTY (APN: 213-061-19-00) WHEREAS, on September 21, 2021, the city entered into a four-year, 11-month lease agreement with Mira Costa Community College District by Resolution No. 2021-211, for lease of the property at 2075 Las Palmas Drive; and WHEREAS, on July 21, 2022, MiraCosta requested to amend the lease agreement by eliminating its Small Business Development Center and replacing it with Welding and Craft Brewing Technician programs; and WHEREAS, the welding program will support 60 students per year and the craft brewing program will support 32 students per year; and WHEREAS, on Feb. 15, 2023, Mira Costa received its building permit for tenant improvements related to the welding and craft beer programs; and WHEREAS, this Amendment No. 1 to the lease agreement is before the City Council for review and approval because the City Council has not delegated authority to enter into or amend lease agreements to the City Manager. NOW, THEREFORE, BE IT RESOLVED_ by the City Council of the City of Carlsbad, California, as follows: 1. 2. That the above recitations are true and correct. That the City Manager is hereby authorized to execute Amendment No. 1 to the Lease Agreement with Mira Costa Community College District (Attachment A), and to act on behalf of the City of Carlsbad in all future decisions and actions necessary to implement the Lease Agreement with Mira Costa Community College District for use of city-owned property at 2075 Las Palmas Drive, and to do so in full compliance with the terms and conditions expressed in the aforementioned agreement and to the satisfaction of the City Attorney. Exhibit 1 May 9, 2023 Item #6 Page 4 of 50 PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the 9th day of May, 2023, by the following vote, to wit: AYES: NAYS: ABSTAIN: ABSENT: Blackburn, Bhat-Patel, Acosta, Burkholder, Luna. None. None. None. KEITH BLACKBURN, Mayor � }l_ SHERRY FREISINGER, City Clerk{u -(SEAL) May 9, 2023 Item #6 Page 5 of 50 FIRST AMENDMENT TO LEASE AGREEMENT Attachment A t\r--' This First Amendment to Lease Agreement ("First Amendment") is effective as of L....:.'---+-~1-------' 2023 (the "Effective Date"), by and between the CITY OF CARLSBAD, a California municipal corpora ion ("Landlord") and MIRA COSTA COMMUNITY COLLEGE DISTRICT ("Tenant") and shall be effective and binding upon the parties hereto as of the date of execution hereof by both parties. RECITALS WHEREAS, on September 22, 2021, Landlord and City entered into that certain Lease Agreement ("Agreement") for the property located at 2075 Las Palmas Drive in the City of Carlsbad, including APNs 213-061-19-00, 213-061-27-00, and a portion of APN 213-061-28-00 ("Premises") consisting of 22,627 square feet of indoor space and an adjacent parking lots, by Resolution No. 2021-211; and WHEREAS, Landlord and Tenant are desirous of amending language in the Agreement; and WHEREAS, Tenant has requested to amend the services and programs offered to the residents in Carlsbad and surrounding communities by eliminating the 'Small Business Center" and adding "Welding" and "Craft Brewing Technician" programming; and WHEREAS, as part of Tenant's new programming, certain Tenant Improvements must be made to the interior and exterior of the building; WHEREAS, Tenant shall execute a waiver on beha lf of the city related to the condition of the Premises prior to the execution of this First Amendment. NOW, THEREFORE, in consideration of the covenants and conditions contained herein, the parties hereto agree as follows: 1. ARTICLE 1: BASIC LEASE PROVISIONS, Subsection 1.6 Use of Premises is deleted in its entirety and replaced with the following language: 1.6 Use of Premises. The Premises shall be used only for the purpose of operating a Technology Career Institute ("Permitted Use"). 2. ARTICLE 9: USE OF PREMISES, Subsection 9.1 Permitted Use and Continuous Operation is deleted in its entirety and replaced with the following language: 9.1 Permitted Use and Continuous Operation. Tenant shall actively and continuously use, operate and occupy the Premises solely for the Permitted Use, and shall be open to the public during Tenant's Business Hours. No other use shall be permitted without the prior express written consent of Landlord. Tenant shall identify itself to the public in connection with such business under Tenant's Trade Name specified in Article 1 above and under no other name without Landlord's prior express written consent. Notwithstanding anything to the contrary contained in this Lease, with prior written notice to Landlord, the Premises may be closed to the extent reasonably necessary due to Force Majeure. Tenant and Landlord agree on a written annual Operational Guidelines regarding the general parameters of Tenants use and occupation of the Premises, attached hereto as Exhibit C-1. The 1 May 9, 2023 Item #6 Page 6 of 50 Operational Guideli nes may be amended annually by the Landlord within thirty {30} days after December 31 of each calendar year. 3. ARTICLE 11: ALTERATIONS AND ADDITIONS, Subsection 11.1 Tenant Improvements is deleted in its entirety and replaced with the following language: 11.1 Tenant Improvements. Tenant shall make not (i} any alterations, improvements, additions or utility installations, including without limit, carpeting, floor or window coverings, locks, air lines, power panels, electrical distribution systems, lighting fixtures, space heaters, air conditioning and plumbing in, on, or about the Premises or (ii) any change or alteration to the exterior of the Premises (collectively "Tenant Improvements") without Landlord's prior written consent. If Tenant makes any Tenant Improvements or commences Tenant's Work without the prior written approval of Landlord, Landlord shall have the right to require that Tenant remove any or all of such Tenant Improvements or Tenant's Work and repair and any restore damage to the Premises caused by such removal at Tenant's sole expense and shall also have the right to declare Tenant in default and to t erminate this Lea se. Tenant's Work and any Tenant Improvements shall at all times comply fully with all applicable federal, state and municipal laws, ordinances, regulations, codes and other governmental requirements now or hereafter in force and Tenant shall, at Tenant's sole cost and expense, take all actions now or hereafter necessary to ensure such compliance. Tenant shall provide Landlord with a written request for approval of Tenant's Work or any Tenant Improvements that Tenant would like to make with proposed detailed plans. Landlord shall have the right to condition Land lord's prior written consent upon Tenant's: (i) obtaining a building permit and complying with all building and planning laws and regulations for Tenant's Work or the Tenant Improvements from appropriate governmental agencies; (ii) furnishing a copy of such building permit and evidence of such compliance to Landlord prior to the commencement of such work; (iii) complying with all the conditions of such building permit and such building and planning laws and regulations; (iv) providing Land lord with plans and specifications for Tenant's Work or the Tenant Improvements for Landlord's prior written approval or the consent of any other tenant, if required by such other tenant's lease; (v) providing Landlord with a copy of the construction contract, construction schedule, trade payment breakdown and list of subcontractors and suppliers for Land lord's prior written approval; (vi) obtaining a builder's "a ll risk" insurance policy in an amount and issued by insurance company acceptable to Landlord, naming Landlord as an additional insured and otherwise satisfying the requirements of Article 9 above; and/or (vii) providing Landlord with ten (10) days written notice prior to commencing any such work. Landlord's approval of the plans, specifications and working drawings for Tenant's Work or any Tenant Improvements shall create no responsibility or liability on the part of Landlord for their completeness, design sufficiency, or compliance with all laws, rules and regulations of governmental agencies or authorities. Landlord shall not be liable for any damage, loss, or prejudice suffered or claimed by Tenant, its agents or any other person or entity on account of: (a) the approval or disapproval of any plans, contracts, bonds, contractors, sureties or matters; (b) the construction or performance of any work whether or not pursuant to approved plans; (c) the improvement of any portion of the Premises or alteration or modification to any portion of the Premises; or (d) the enforcement or failure to enforce any of the covenants, conditions and restrictions co ntained in this Lease. Under no circumstances shall Tenant make any roof penetrations without the prior written consent of Landlord. Any consent of Landlord shall be conditioned upon Landlord's review and approval of plans satisfactory to Landlord for the repair of the roof. Any roof penetrations may be inspected by Landlord's roofing contractor, and Tenant shall reimburse Landlord for the cost of such inspection and any necessary repair work within ten (10} days after Tenant's receipt of an invoice therefor. 5. Unless otherwise defined, or the context otherwise indicates, the terms as used herein have the meaning defined in the Agreement. The provisions of this First Amendment shall control over any 2 May 9, 2023 Item #6 Page 7 of SO inconsistent provisions of the Lease 6.All provisions in the Agreement that are not addressed and amended in this First Amendment shall remain in full force and effect and are hereby ratified and reaffirmed. 7.The individuals executing this First Amendment each represent and warrant that they have the legal power, right, and actual authority to bind Tenant to the terms and conditions of this First Amendment. [Signatures on Page 4] 3 May 9, 2023 Item #6 Page 8 of SO IN WITNESS WHEREOF, the parties hereto for themselves, their heirs, executors, administrators, successors, and assigns do hereby agree to the full performance of the covenants herein contained and have caused this First Amendment to be executed by setting hereunto their signatures on the day and year respectively written herein below. "LANDLORD" APPROVED AS TO FORM: "TENANT" MIRA COSTA COMMUNITY COLLEGE DISTRICT �7-By:____________By: ___________ _ Name: \ \ «'\. �\ooe\. Name: ----------- Title: ti-s,..�. <':>...1?Q-�\�� }� iU�·,oJ.ritle: __________ _ P<o..��i. �� "'e.. � �,/1.C:.OS. Date: OL/j�O /p),o.;l 3 Date: NOTARY ACKNOWLEDGEMENT OF TENANT'S SIGNATURE(S) MUST BE ATTACHED 4 May 9, 2023 Item #6 Page 9 of SO May 9, 2023 Item #6 Page 10 of 50 EXHIBITC-1 OPERATIONAL GUIDELINES The below enumerated Operational Guidelines shall commence on the Term Commencement Date. Landlord acknowledges that some enumerated performance measures are subject to grant funding and/or fundraising. Tenant acknowledges that they shall use good faith efforts to secure grant funding and/or fund ra ising for performance measures requiring such funding. Tenant shall create a center that will serve as a Technology Career Institute (TCI) where attendees can become skilled professionals in advanced manufacturing and be trained on machinery and/or new technology that will create jobs and benefit Carlsbad businesses and the region. Tenant shall be allowed to hold events and functions that will promote the center's purpose and function such as Job Fairs, Industry Open Houses STEM summer outreach programs from High School and Middle School students, and program fund raisers. Furthermore, the Center aims to increase the sphere of available advanced education to include other trades or skills to help in an evolving workforce including additional Work Ski lls Certificate Programs at TCI in Welding and Craft Brewing Technician courses. CURRENT WORK SKILLS PROGRAMS & COURSES AT TCI Certificate Programs Offered at TCI Engineer Technician -600 hrs Machinist Technology -487 hrs Unmanned Systems -335 hrs Biomedical Equipment Technician-440 hrs Electronic Assembly with IPC Cert. -80 hrs Phlebotomy Technician -160 hrs Veterinary Assistant -160 hrs Courses/Classes Offered at TCI Child Visitation Monitor CNC Operation CNC Programming Human Resources Academy Leadership Academy (Contract Training) Basic Electronics Blueprint Reading with GD&T LEAN Six Sigma OSHA 10 & 30 Internet of Things 3D CAD for Manufacturing Cohorts Per Typical year Enrollments 3 16 2 15 2 16 2 16 3 10 2 15 2 20 108 Cohorts Per Typical year Enrollments 2 12 3 10 3 12 2 18 2 18 1 12 2 14 3 12 2 15 1 10 3 11 144 New Classes Offered at TCI Cohorts Per year Typical Enrollments Welding 6 10 Craft Brewing Technician 2 16 5 May 9, 2023 Item #6 Page 11 of 50 6 May 9, 2023 Item #6 Page 12 of 50 CALIFORNIA CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ~a.~ ~\-t~o before me, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. . ' MELANIE S. HAYNIE WITNESS my hand and official seal. COMM. #2395495 z Notary Public • Californ ia ;a 0 San Diego County ... M Comm. Ex ires Mar. 2, 2026 Signature .,. ~:...------- (Seal) Optional Information Although the information in this section is not requi red by law, it could prevent fraudu lent removal and reattachment of this acknowledgment to an unauthorized document and may prove useful to persons relying on the attached document. Description of Attached Document The preceding Certificate of Acknowledgment is attached to a document . titled/for the purpose of \s?ir: G..N"\§l~~ ½ \..~~ cs contai ning S-pages, and dated __ '-f_/~~~/~J..=--~J------ The signer(s) capacity or authority is/are as: [% lndividual(s) D Attorney-in-Fact D Corporate Officer(s) ___________________ _ Title(s) I! • tn • , llii"l , Method of Signer Identification Proved to me on the basis of satisfactory evidence: p6 form(s) of identification O credible witness(es) Notarial event is detailed in notary journal on: Page # \ Entry # ~ Notary contact: __________ _ Other D Additional Signer(s) D Signer(s) Thumbprint(s) □ • g ~ --------------- D Guardian/Conservator D Partner -Limited/General D Trustee(s) D Other: _______________________ _ representing: ______________________ _ Name(s) of Person(s) or Entity(ies) Signer is Representing © Copyright 2007-2018 Notary Rotary, PO Box 41400, Des Moines, IA 50311-0507. All Rights Reserved. Item Number 101772. Please contact your Authorized Reseller to purchase copies of this form. SCOPE OF WORK • INTERIOR TENANT IMPROVEMENTS AS SHOWN ON THE ACCOMPANING PLANS. • SELECTIVE DEMOLITION. • NEW NON-BEARING INTERIOR PARTITIONS. • RELOCATION OF EXISTING DOORS, FRAMES AND HARDWARE. • NEW DOORS, FRAMES AND HARDWARE WHERE SHOWN. • NEW INTERIOR FINISHES AS OUTLINED ON THE ROOM FINISH SCHEDULE. • MINOR MECHANICAL MODIFICATIONS (DUCTWORK, SUPPLY AND RETURN REGISTERS, ETC.) • MINOR PLUMBING MODIFICATIONS AND NEW WORK. • MINOR ELECTRICAL & LOW VOLTAGE MODIFICATIONS AND NEW WORK. • MINOR EXTERIOR SITEWORK. PROJECT DIRECTORY MIRACOSTA COLLEGE ONE BARNARD DRIVE OCEANSIDE, CA 92056 PHONE: (760) 795-6691 FAX: (760) 757-8185 OWNER: J&R ENGINEERING & CONSULTING, INC. 16769 BERNARDO CENTER DRIVE, SUITE 1 #768 SAN DIEGO, CA 92128 PHONE: (619) 823-2909 MECHANICAL/PLUMBING: ELECTRICAL: MJK ARCHITECTURE P.O. BOX 1120 VISTA, CA 92085-1120 PHONE: (760) 941-4647 ARCHITECTURAL: JOHNSON CONSULTING ENGINEERS, INC. 12875 BROOKPRINTER PLACE SUITE 300 POWAY, CA 92064 PHONE: (858) 679-4030 ADMINISTRATION DR. SUNITA V. COOKE SUPERINTENDENT / PRESIDENT TIM FLOOD VICE PRESIDENT ADMINISTRATIVE SERVICES CHARLES NG VICE PRESIDENT HUMAN RESOURCES ALKETA WOJCIK VICE PRESIDENT STUDENT SERVICES DENEE PESCARMONA VICE PRESIDENT INSTRUCTIONAL SERVICES SHANNON STUBBLEFIELD VICE PRESIDENT INSTITUTIONAL ADVANCEMENT BOARD OF TRUSTEES DAVID BROAD, Ph.D. RICK CASSAR WILLIAM C. FISCHER, Ph.D. GEORGE McNEIL FRANK MERCHAT ANNA PEDROZA JACQUILINE SIMON ALMA CUEVAS, STUDENT TRUSTEE E2.3 LIGHTING DETAILS E1.0 Sub total: 4 ELECTRICAL LEGEND AND GENERAL NOTES E2.0 TITLE 24 E2.01 TITLE 24 E2.2 FIXTURE SCHEDULE Grand total: 38 E3.2 POWER DETAILS Sub total: 14 E3.1 E4.0 COMMUNICATION LEGEND AND NOTES E4.1 NEW WORK FLOOR PLAN -POWER NEW WORK FLOOR PLAN -COMMUNICATIONS P001 PLUMBING LEGEND AND GENERAL NOTES P200 PLUMBING FLOR PLAN -NEW WORK P301 PLUMBING ENLARGED PLANS & DIAGRAMS P302 PLUMBING DETAILS Sub total: 3 M001 MECHANICAL LEGEND AND GENERAL NOTES M100 MECHANICAL FLOOR PLAN -DEMOLITION M200 MECHANICAL FLOOR PLAN -NEW WORK E1.1 FLOOR PLAN -DEMO E2.1 ELECTRICAL FLOOR PLAN -LIGHTING E4.2 COMMUNICATION DETAILS E5.1 NEW WORK FLOOR PLAN -FIRE ALARM E9.1 ONE LINE DIAGRAM & PANEL SCHEDULES VICINITY MAP MiraCosta College Career Technical Institute 2075 LAS PALMAS DRIVE CARLSBAD, CA 1 32 4 A 1 2 3 4 5 5 P.O. BOX 1120 VISTA, CA 92085-1120 (760) 941-4647 www.mjkarchitecture.com CONSULTANT: MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION PROJECT NAME: PROJECT ADDRESS: 6 6 B C D E AGENCY APPROVAL SHEET NO: SHEET TITLE: COPYRIGHT: PROJECT NO: CAD DWG FILE: DRAWN BY: CHK'D BY: DESCRIPTIONDATEMARK DATE: MJK ARCHITECTURE2022 REV NO: REVISIONS: ... ... ... ... ... ... TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 A0.01 TITLE SHEET 2021-07.02 MJK MJK AUGUST 30, 2022 PLAN CHK. SHEET LIST Sheet Number Sheet Name A0.01 TITLE SHEET A0.02 GENERAL NOTES A1.01 OVERALL SITE PLAN A2.00 DEMOLITION FLOOR PLAN A2.01 NEW WORK FLOOR PLAN A2.02 ENLARGED PLANS A2.03 ENLARGED RESTRM PLAN(S) / ELEV. A2.04 ENLARGED RESTRM. PLAN(S) / ELEV. / DETAILS A2.05 FLOOR PLAN DETAILS A5.01 INTERIOR ELEVATIONS A5.02 INTERIOR ELEVATIONS A7.00 DEMOLITION REFLECTED CEILING PLAN A7.01 NEW WORK REFLECTED CEILING PLAN A7.02 CEILING DETAILS A8.01 DOOR/WINDOWS SCHEDULES & DETAILS A8.02 DOOR & ROOM SIGNAGE A9.01 ROOM FINISH SCHEDULE Grand total: 17 TECHNICAL CAREER INSTITUTE INTERIOR TENANT IMPROVEMENT LEASED FACILITY FROM THE CITY OF CARLSBAD Ex h i b i t 2 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 1 3 o f 5 0 1~1, Courtyard San Diego Carlsbad! 0 Mi:;Clellan-P11lam.ar IO-' Aa"por1 4> !:-"5.' 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Top of Parapet/ Tongue and Groove Top of Footing Terrazzo Tempered Telephone Top of Concrete/ Top & Bottom Towel Bar Symmetrical Suspended Structural Structure T.O.C. TER. T.P. THK. T&G T.F. TEM. TEL. Thick Curb STRUC. SYM. T&B T.B. T. SUSP. STR. STO. Tread Storage O/ABLKG.OverallBlocking DBL.Double EA. Each EQUIP. EXPO. EXIST. EXT. EXP. EH. E.W.C. E.W. ELEV. EQ. E.P. ENCL. EMER. ELEC. E.J. E.F. E.F. Equipment Electric Water Cooler Exposed Existing Exterior Expansion Exhaust Each Way Electrical Panelboard Expansion Joint Exhaust fan Elevator Equal Enclosure Emergency Electrical Each Face D.O. DWR. EXIST. E. DWG. D.S. DR. DIA. DN. DMT. DISP. DIM. D.F DET. DEPT. Door Opening Drawer East Existing Drawing Downspout Drain Demountable Drinking Fountain Department Diameter Down Dispenser Dimension Detail SECT. Section Standard Service Sink Speaker Specification Shut-off Valve Dispenser Sanitary Napkin Sewer Manhole Sprinkler Head Square Foot S.S. STL. STD. STA. SQ. SPKR. SPEC. S.O.V. Steel Station Square SHR. S.N.D. SMH. SIM. SHT. S.H. SH S.F. Shower Similar Sheet Shelf Storm Drain Soap Dispenser Schedule Solid Core Redwood Rough Opening Resilient Revision Required Reinforced Refrigerator Reference Roof Drain RESIL. SCHED. RDWD. S. SD S.D. S.C. R.O. RM. South Room REQ'D. REINF. REF. REV. REFR. R.D. RAD. R. Radius Riser Cast Iron Pipe CKT.BKR. C.O.T.G. CTSK. C.W. CPT. D. CTR. CONN. CONC. COL. C.M.U. CLR. C.O. CNTR. CLG. C/L Cleanout to Grade Countersink Cold Water Drain Carpet Center Connection Concrete Column Concrete Masonry Circuit Breaker Clear Cleanout Counter Unit Ceiling Centerline CAB. C.F. C.I.P C.I. C.G. C.F.M. CER. CEM. C.D. C.B. BOT. B.T.U. C. BRK. BRG. BM. B.M. Cabinet Cast-in-Place or Corner Guard Cubic Feet per Minute Ceiling Diffuser Catch Basin Cubic Feet Cast Iron Ceramic Cement British Thermal Unit Bench Mark Bottom Conduit Brick Bearing Beam PLAS. Plaster Quarry Tile Pavement Partition Waste Receptacle Towel Dispenser/ Combination Paper Dispenser Paper Towel Pounds per Square Power Pole Point of Connection Plumbing Plywood Plywood PT. Point P.T.D./R. Q.T. PVMT. PTN. P.T.D. PRCST. PLYWD. P.P. P.S.I. P.O.C. PLBG. PWD. Inch Precast Plastic Laminate Property Line Partial Height Partition Concrete Portland Cement Precast Concrete Overhead Opposet Opening Opposite Hand Outside Dimension Outside Diameter or On Center Obscure P.LAM. P.H.P. P.L. PLT. P.C.C. P.C. PAV. Plate Paving OVHD. OPNG. OFF. OPP. O.H. O.D. O.C. OBS. Office A.D Area Drain A.S. BD. BLK. BLDG. BITUM. B.F.G. AUTO. ASPH. A.P A.S.C ARCH. APPROX. AL A.F.F AGGR. ADJ. Automated Sprinkler Below Finish Grade Board Block Building Bituminous Automatic Asphalt Above Suspended Architectural Approximate Access Panel Above Finish Floor Ceiling Aluminum Aggregate Adjustable ABV. ACOUS. A/C A.C A.B. A. @ & Centerline Air Conditioning Anchor Bolt Above Acoustical Asphalt Amp Diameter Angle And At MECH. Mechanical Outside Air Not to Scale Nominal Not In Contract Mounted Masonry Opening Miscellaneous Minimum Manhole Manufacturer MUL.Mullion NOM. O.A. N.T.S. NO. N.I.C. N. Number North MIR. MTL. MTD. M.O. MISC. MIN. M.H. MFR. Mirror Metal Medicine Cabinet Maximum Masonry Kilovolt Amperes Kick Plate MAT'L. M.C. MAX. MAS. KW KVA K.P. KIT. Material Kilowatt Kitchen JT. JST. JAN. Joint Joist Janitor C.C.R. California Code of Regulations DSA Division of the State Architect MISC. FINISH NOTES 1. ALL CEILING HEIGHT DIMENSIONS SHALL BE MEASURED TO FINISH SURFACES, UNLESS NOTED OTHERWISE. 2. EXTEND BASE MATERIALS BEHIND ALL MOVEABLE EQUIPMENT AND INTO ALL ALCOVES, KNEE SPACES AND SIMILAR AREAS, UNLESS NOTED OTHERWISE. 3. WHEN COUNTERTOP SPLASH IS REQUIRED, EXTEND SPLASH ON SIDES WHERE COUNTER AJOINS ADJACENT WALL SURFACE, UNLESS NOTED OTHERWISE. 4. ALL INTERIOR FINISHES SHALL COMPLY WITH CHAPTER 8, TITLE 24, PART 2, CCR. 5. PROVIDE BACKING PLATES OR BLOCKING BEHIND ALL WALL MOUNTED EQUIPMENT, CASEWORK AND ACCESSORIES AS REQUIRED FOR POSITIVE ATTACHMENT TO STRUCTURE. 6. SEAL ALL PENETRATIONS OF SOUND RATED PARTITIONS, FLOORS OR CEILING ASSEMBLIES, INCLUDING ELECTRICAL DEVICES, CABINETS AND OTHER ELEMENTS WITH APPROVED RESILIENT SEALANT. ELECTRICAL DEVICES, RECESSED ITEMS, ETC. SHALL BE SEALED OR LINED TO MAINTAIN INTEGRITY OF THE ACOUSTIC ASSEMBLY. INSTALLATION OF THE DEFERRED APPROVAL ITEMS SHALL NOT BE STARTED UNTIL DETAIL PLANS, SPECIFICATIONS AND ENGINEERING CALCULATIONS HAVE BEEN ACCEPTED AND SIGNED BY THE ARCHITECT OR THE PROFESSIONAL ENGINEER IN GENERAL CHARGE OF THE DESIGN AND THE SIGNATURE OF THE ARCHITECT OR PROFESSIONAL ENGINEER WHO HAS BEEN DELEGATED RESPONSIBILITY COVERING THE WORK SHOWN ON A PARTICULAR PLAN OR SPECIFICATION AND APPROVED BY THE DIVISION OF THE STATE ARCHITECT AND/OR STATE FIRE MARSHAL. OBTAINING ALL DEFERRED APPROVALS THROUGH THE DIVISION OF THE STATE ARCHITECT AND/OR FIRE MARSHAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THROUGH THE ARCHITECT'S OFFICE. DEFERRED APPROVAL ITEMS FOR THIS PROJECT: NONE DEFERRED APPROVAL ITEMS 1. UNLESS SPECIFICALLY DETAILED ON STRUCTURAL DRAWINGS, DO NOT CUT OR OTHERWISE MODIFY STRUCTURAL ELEMENTS WITHOUT DIRECTION FROM ARCHITECT. ENGINEER AND APPROVED BY DSA. PROVIDE REINFORCEMENT, SUPPORT, TEMPORARY SHORING SATISFACTORY TO THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO CUTTING INTO STRUCTURAL PORTIONS OF ANY BUILDING ELEMENT. PROVIDE ALL CUTTING OF STRUCTURAL ELEMENTS, AND ALL ASSOCIATED REPAIR OR REFINISHING OF ADJACENT SURFACES AT NO ADDITIONAL EXPENSE TO THE OWNER. 2. WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWER DRIVEN PINS IN EXISTING NON-PRE-STRESSED REINFORCED CONCRETE. USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING EXISTING REINFORCING BARS. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR AND/OR PIN. 3. PROVIDE TEMPORARY SHORING FOR EXCAVATIONS THAT REMOVE THE LATERAL SUPPORT FROM AN EXISTING BUILDING OR A PUBLIC WAY. PRIOR TO ISSUANCE OF PERMIT. OBTAIN APPROVAL FROM THE ENFORCING AGENCY FOR EXCAVATIONS ADJACENT TO A PUBLIC WAY. 4. OBTAIN NECESSARY PERMITS, INCLUDING CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, PRIOR TO ISSUANCE OF A BUILDING OR GRADING PERMIT FOR ALL TRENCHING. STRUCTURAL NOTES Room name 101 A101 1 SIM 0 101 1t 1i DIMENSION TO FACE OF STUD DIMENSION TO CENTERLINE OF WALL OR OBJECT KEYNOTE TAG EQUIPMENT TAG WINDOW TAG DOOR TAGROOM IDENTIFICATION TAG DETAIL TAG BUILDING SECTION WALL SECTION TAG STRUCTURAL GRID TAG EXTERIOR ELEVATION TAGA101 1 Elevation Ref. Number Sheet Where Elevation Is Drawn Sheet Where Section Is Drawn Sheet Where Section Is Drawn Sheet Where Detail Is Drawn 201 TYPICAL SYMBOLS SHEET NUMBER A3.01 SHEET NUMBER CATAGORY NUMBER DISCIPLINE LETTER NorthPLAN NORTH 27.69° NORTH ARROW 0'4'8'16'32' GRAPHIC SCALE MATCH LINE MATCH LINE SEE AX.XX SHEET NUMBER ON WHICH CONTINUATION IS FOUND A101 1 SIM APPLICABLE CODES 2013 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (C.C.R.) 2013 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24, C.C.R., (2012 INTERNATIONAL BUILDING CODE, AND 2013 CALIFORNIA AMENDMENTS) 2013 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24, C.C.R., (2011 NATIONAL ELECTRICAL CODE AND 2013 CALIFORNIA AMENDMENTS) 2013 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24, C.C.R., (2012 UNIFORM MECHANICAL CODE, AND 2013 CALIFORNIA AMENDMENTS) 2013 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24, C.C.R., (2012 UNIFORM PLUMBING CODE, AND 2013 CALIFORNIA AMENDMENTS) 2013 CALIFORNIA ENERGY CODE, PART 6, TITLE 24, C.C.R. 2007 ASME A17.1 SAFETY CODE FOR ELEVATORS AND ESCALATORS 2013 CALIFORNIA FIRE CODE, PART 9, TITLE 24, C.C.R., (2012 INTERNATIONAL FIRE CODE, AND 2013 CALIFORNIA AMENDMENTS) 2013 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24, C.C.R. TITLE 19, C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS PARTIAL LIST OF APPLICABLE STANDARDS NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2013 EDITION NFPA 14 STANDPIPE SYSTEMS 2013 EDITION NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2013 EDITION NFPA 17a WET CHEMICAL SYSTEMS 2013 EDITION NFPA 20 STATIONARY PUMPS 2013 EDITION NFPA 22 WATER TANKS FOR PRIVATE FIRE PROTECTION 2013 EDITION NFPA 24 PRIVATE FIRE MAINS 2013 EDITION NFPA 72 NATIONAL FIRE ALARM CODE 2013 EDITION NFPA 80 FIRE DOOR & OTHER OPENING PROTECTIVES 2013 EDITION NFPA 92 STANDARD FOR SMOKE CONTROL SYSTEMS 2012 EDITION NFPA 253 CRITICAL RADIANT FLUX OF FLOORING COVERING 2006 EDITION SYSTEMS NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2012 EDITION ICC 300 ICC STANDARDS ON BLEACHERS, FOLDING AND 2012 EDITION TELESCOPING SEATING AND GRAND STANDS UL 300 FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS FOR 2005 EDITION PROTECTION OF RESTAURANT COOKING AREAS UL 464 AUDIBLE SIGNAL APPLIANCES 2003 EDITION UL 521 HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING 1999 EDITION SYSTEMS REFERENCE CODE SECTION FOR NFPA STANDARDS -2010 CBC (SFM) CHAPTER 35. SEE CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS. EQUIPMENT ANCHORAGE NOTES All mechanical and electrical equipment shall be anchored and installed per the details on the DSA approved construction documents. Where no detail is indicated, the following components shall be anchored or braced to meet the force and displacement requirements prescribed in the 2013 CBC, Sections 1616A.1.18 through 1616A.1.26 and ASCE 7-10 Chapter 6 and 30. 1. All permanent equipment and components. 2. Temporary or moveable equipment that is permanently attached (e.g. hard wired) to the building utility services such as electricity, gas or water. 3. Moveable equipment which is stationed in one place for more than 8 hours and heavier than 400 pounds are required to be anchored with temporary attachments. The attachment of the following mechanical and electrical components shall be positively attached to the structure, but need not be detailed on the plans. These components shall have flexible connections provided between the component and associated ductwork, piping and conduit: A. Components weighing less than 400 pounds and have a center of mass located 4 feet or less above the adjacent floor or roof level that directly support the component. B. Components weighing less than 20 pounds, or in the case of distribution systems, less than 5 pounds per foot, which are suspended from a roof or floor or hung from a wall. For those elements that do not require details on the approved drawings, the installation shall be subject to approval of the Structural Engineer of Record and the DSA District Structural Engineer. The project inspector will verify that all components and equipment have been anchored in accordance with the above requirements. GENERAL NOTES • THESE DOCUMENTS AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF MJK ARCHITECTURE, AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF MJK ARCHITECTURE. • ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CODES LISTED ON THIS TITLE SHEET. IT SHALL BE THE CONTRACTOR'S AND HIS EMPLOYEE'S RESPONSIBILITY TO BE FAMILIAR WITH ALL CODES AND ORDINANCES, CITY OR STATE, AS REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT. WHERE ANY CONFLICTS OCCUR BETWEEN FEDERAL, STATE AND LOCAL LAWS, CODES, ORDINANCES AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN. • THE WORK SHOWN ON THESE DRAWINGS AS EXISTING CONDITIONS WERE PREPARED FROM INFORMATION FURNISHED BY THE OWNER. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, MJK ARCHITECTURE IS NOT RESPONSIBLE FOR THE ACCURACY OR ADEQUACY OF ANY WORK SHOWN AS EXISTING NOR IS MJK ARCHITECTURE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. • ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF BOTH THE UNIFORM BUILDING CODE AND TITLE 24, CALIFORNIA CODE OF REGULATIONS. • THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO, SITE, MECHANICAL, PLUMBING, ELECTRICAL, EQUIPMENT & ALL OTHER EXISTING SYSTEMS; AND MAKE NECESSARY PROVISIONS TO MAINTAIN THE INTEGRITY OF SAID SYSTEM PRIOR TO THE START OF WORK. ALL POSSIBLE CARE SHALL BE EXERCISED BY THE CONTRACTOR TO INSURE THAT ANY MAIN UTILITY WILL NOT BE THE CAUSE OF ENDANGERMENT TO THE LIFE OR HEALTH OF ANY PERSON. • THE CONTRACTOR SHALL PROVIDE ADEQUATE AND SAFE BRACES AND CONNECTIONS TO SUPPORT THE COMPONENT PARTS OF THE STRUCTURE UNTIL THE STRUCTURE ITSELF (INCLUDING FLOOR AND ROOF DIAPHRAGMS) IS COMPLETE ENOUGH TO SUPPORT ITSELF. THE DESIGN ADEQUACY, SAFETY AND ERECTION OF BRACING, SHORING, SCAFFOLDING AND TEMPORARY SUPPORT AND RESTRAINTS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. • IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF ANY MECHANICAL, PLUMBING, ELECTRICAL OR SYSTEMS CONSTRUCTION. ANY DISCREPANCIES BETWEEN OR WITHIN THE ARCHITECTURAL AND CONSULTING ENGINEER'S DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION BEFORE COMMENCING WITH THE WORK. ANY CONSTRUCTION INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER, OWNER'S REPRESENTATIVE OR THE ARCHITECT. • THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR A COMPLETE LIST OF GENERAL CONDITIONS, SPECIAL CONDITIONS, MATERIALS, INSTALLATION METHODOLOGY AND NOTES. • TYPICAL NOTES AND DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE ON THESE PLANS. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR SIMILAR WORKS. • THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS, SERVICES, POINTS OF CONNECTION AND IRRIGATION LINES IN THE CONSTRUCTION AREA PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL REPAIR, AT HIS EXPENSE, ANY DAMAGED LINES. • ALL DRAWINGS, THOUGH NOTED TO SCALE, ARE FOR ILLUSTRATION ONLY, THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL NOT SCALE THE DRAWINGS, ITEMS WRONGLY LOCATED BY 'SCALING' THE DRAWING SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. • IT IS THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE AND FINISHED PRODUCT MATCHING AND/OR ABUTTING EXISTING CONSTRUCTION IN A NEAT AND PROFESSIONAL MANNER. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING WORK AREA IN NEAT AND SAFE CONDITION. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A LAWFUL MANNER. AREA OF WORK SHALL BE THOROUGHLY AND COMPLETELY CLEANED AND READY FOR OCCUPANCY UPON COMPLETION OF WORK. • GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESS REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES. • ALL WORK SHALL CONFORM TO TITLE 24, CALIF. CODE OF REGULATIONS. • CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY AN ADDENDA OR A CONSTRUCTION CHANGE DOCUMENT (C.C.D.) DSA 140/141 APPROVED BY THE DIVISION OF THE STATE ARCHITECT, AS REQUIRED BY SEC. 4-338, PART 1, T-24, C.C.R. • A PROJECT INSPECTOR EMPLOYED BY THE DISTRICT (OWNER) AND APPROVED BY THE DIVISION OF THE STATE ARCHITECT SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-342, PART 1, TITLE 24, C.C.R. THE PROJECT INSPECTOR SHALL BE DSA CERTIFIED TO INSPECT PROJECT CLASS 2 (MINIMUM) CONSTRUCTION. • THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. • STORAGE OF ALL MATERIAL, EQUIPMENT AND SUPPLIES SHALL BE LIMITED TO SCHEDULED AREAS OF WORK IN PROGRESS, OR TO DESIGNATED EXTERIOR LOCATIONS APPROVED AND ARRANGED WITH THE OWNER. • THOROUGHLY CAULK, FLASH AND/ OR SEAL AROUND ALL WALL AND/OR ROOF PENETRATIONS THAT ARE MADE AS PART OF CONTRACT WORK TO CREATE A WATERTIGHT CONDITION. • CONSTRUCTION MATERIALS SHALL BE EVENLY DISTRIBUTED IF PLACED ON FRAMED ROOFS. LOAD SHALL NOT EXCEED THE ALLOWABLE LOADING FOR SUPPORTING MEMBERS AND THEIR CONNECTIONS. • NO PIPES, DUCTS, SLEEVED, CHASES, ETC. SHALL BE PLACED IN SLABS, BEAMS, OR WALLS, UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFIED OR DETAILED. • A COPY OF TITLE 24 SHALL BE AVAILABLE ON THE JOB SITE AT ALL TIMES. • THIS PROJECT SHALL CONFORM TO THE 2013 C.B.C. • ALL DIMENSIONED SEISMIC SEPARATIONS SHALL BE FREE OF PROJECTIONS. • THE SCHOOL IS TO REMAIN OCCUPIED DURING THE CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH THE DISTRICT A SEQUENCE FOR THE WORK. THE CONTRACTOR SHALL NOTIFY THE SCHOOL PERSONNEL WHEN THE CONSTRUCTION NOISES WILL BE EXCESSIVE. THE CONTRACTOR SHALL RESCHEDULE WORK IF SO REQUIRED BY THE SCHOOL PERSONNEL. • WORK SHALL NOT COMMENCE UNTIL RECEIPT OF WRITTEN NOTICE TO PROCEED. • WHERE SERVICE INTERRUPTION IMPACTS DAILY SCHOOL OPERATIONS, AT THE DISCRETION OF THE SCHOOL ADMINISTRATION, THESE INTERRUPTIONS SHALL BE MADE DURING OFF-HOURS. • IF THIS PROJECT IS IN ADJOINING AREAS THAT WILL BE OCCUPIED DURING CONSTRUCTION, THE CONTRACTOR AND SUBCONTRACTORS SHALL COOPERATE WITH THE SCHOOL PERSONNEL TO MAINTAIN CONTINUOUS OPERATION. IF CONFLICTS OCCUR, THE INTERESTS OF THE OWNER SHALL GOVERN. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE THE IMPACT OF CONSTRUCTION ON STUDENTS, TEACHERS, STAFF AND SERVICES IN AFFECTED AREAS. • ALL REQUIRED EXITS FROM OCCUPIED PORTIONS OF THE SCHOOL MUST BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL ESTABLISH PROCEDURES TO MINIMIZE CIRCULATION OF CONSTRUCTION PERSONNEL AND MATERIALS THROUGH OCCUPIED PORTIONS OF THE BUILDING. THE CONTRACTOR SHALL IMMEDIATELY CLEAN DUST AND DIRT FROM CORRIDOR AREAS NOT PROTECTED BY DUST SCREENS. • WHERE PAVING, WALKS AND/OR LANDSCAPE AREAS ARE DISTURBED OR DAMAGED DURING CONSTRUCTION, THEY SHALL BE REPAIRED AND/OR REPLACED TO MATCH ORIGINAL CONDITIONS. • COMPLY WITH TITLE 24, PART 9, 2013 CALIFORNIA FIRE CODE, CHAPTER 33, DURING ALL PHASES OF THE PROJECT (SAFETY DURING CONSTRUCTION). • THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO CONSTRUCT THE FACILITY FOR ACCESSIBILITY IN ACCORDANCE WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS. SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS SUCH THAT THE FINISHED WORK WILL NOT COMPLY WITH SAID TITLE 24, CALIFORNIA CODE OF REGULATIONS, A CHANGE ORDER (OR FCD) DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY DSA BEFORE PROCEEDING WITH THE WORK. • ALL STRUCTURES UNDER CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER IN ACCORDANCE WITH SECTION 906 OF THE C.B.C. AND SHALL BE SIZED FOR NOT LESS THAN ORDINARY HAZARD. • CONTRACTOR SHALL PROVIDE WRITTEN REQUESTS FOR ANY MECHANICAL ELECTRICAL OR PLUMBING SHUT-DOWNS AT LEAST 72- HOURS PRIOR TO EVENT. WORK REQUIRING SHUT-DOWNS MAY BE REQUIRED TO BE PERFORMED OUTSIDE NORMAL WORK HOURS. PROVIDE THE FOLLOWING INFORMATION: A) SYSTEMS AFFECTED B) AREAS AFFECTED C) PLANNED TIME AND LENGTH OF INTERRUPTION FIRE & LIFE SAFETY NOTES 1. AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2A10BC SHALL BE PROVIDED WITHIN 75' MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 S.F. OR PORTION THEREOF ON EACH FLOOR (CFC 906, NFPA10). SEE LIFE SAFETY PLAN FOR FIRE EXTINGUISHER LOCATIONS. 2. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL BE IN ACCORDANCE WITH CFC CHAPTER 14. 3. ALL ELECTRICAL, MECHANICAL AND PLUMBING PENETRATIONS THROUGH FIRE RESISTIVE WALL OR CEILING ASSEMBLIES (WHERE OCCURS), INCLUDING CONDUITS AND PIPING AND DUCTWORK, SHALL BE TIGHTLY AND SOLIDLY SEALED WITH AN APPROVED FIRESTOPPING COMPOUND CP25 NS FIRESTOP SEALANT, MANUFACTURED BY 3M IN ACCORDANCE WITH UNDERWRITERS LABORATORIES SYSTEMS 147 OR APPROVED EQUAL. 4. ALL MATERIALS USED SHALL BE UL AND FM APPROVED FOR FIRE PROTECTION USE. 5. PROVIDE AUDIBLE BELL, POWER, CONDUITS, WIRING AND COMPONENTS FOR INTERFACE TO EXISTING FIRE ALARM PANEL. REFERENCE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 6. REFERENCE REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 7. INTERIOR WALL AND CEILING FINISH REQUIREMENTS PER OCCUPANCY SHALL BE PER TABLE 803.9 OF THE C.B.C. 8. ALL INSULATION MATERIALS INSTALLED WITHIN ROOF/CEILING ASSEMBLIES, ATTICS OR WALLS SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84. 9. MANUFACTURERS INSTALLATION INSTRUCTIONS SHALL BE MADE AVAILABLE ON THE JOB SITE FOR ALL RATED OPENING ASSEMBLIES. 10. ANY ROOM HAVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS WHERE FIXED SEATS ARE NOT INSTALLED, AND WHICH IS USED FOR ASSEMBLY, CLASSROOM, DINING, DRINKING, OR SIMILAR PURPOSES, SHALL HAVE THE MAXIMUM CAPACITY OF THE ROOM POSTED ON AN APPROVED SIGN IN A CONSPICUOUS PLACE NEAR THE MAIN EXIT FROM THE ROOM. 11. PROVIDE ILLUMINATED EXIT SIGNS READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. (C.B.C. 1011.1) LOCATIONS ARE INDICATED ON FLOOR PLANS AND ELECTRICAL PLANS. 12. DEFENSIBLE SPACE MUST BE MAINTAINED AROUND BUILDING AND SHALL BE IN ACCORDANCE WITH C.F.C. SECTION 4907. 13. FIRE ALARM SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CFC 907 AND AS NOTED ON FIRE ALARM PLAN. 14. ALL INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84. SUCH INTERIOR MATERIALS SHALL BE GROUPED IN THE FOLLWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE DEVELOPED INDEXES. 15. CLASS A: FLAME SPREAD 0-25; SMOKE DEVELOPED 0-450. 16. CLASS B: FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450. 17. CLASS C: FLAME SPREAD 76-200; SMIKE DEVELOPED 0-450. THE FIRE ALARM DEVICES SHOWN ON THESE DRAWINGS FOR FIRE AND LIFE SAFELY ARE CONSIDERED MINIMUM REQUIREMENTS. ADDITIONAL DEVICES OR MATERIALS NECESSARY TO PROVIDE A COMPLETE AND OPERABLE SYSTEM MEETING CODE REQUIREMENTS, SHALL BE PROVIDED AND CONSIDERED PART OF THE CONTRACT. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING: • POINT TO POINT WIRE DIAGRAM • NUMBER OF CONDUCTORS PER CIRCUIT • SIZE OF ELECTRICAL CONDUCTORS • SYSTEM BATTERY CALCULATIONS FOR EACH PANEL • WORST CASE VOLTAGE DROP CALCULATIONS FOR EACH PANEL • CSFM LISTENING FOR COMPONENTS TO BE USED (CURRENT) • MANUFACTURER'S CUT SHEET FOR EACH COMPONENT • OTHER: (COMPLIANCE TO CHAPTER 9, 2013 CALIFORNIA FIRE CODE) 15. PIPING, DUCTWORK & ELECTRICAL BRACING Piping, ductwork, and electrical distribution systems shall be braced to comply wityh the forces prescribed in ASCE 7-05 Section 13.3 as defined in ASCE 7-05 Section 13.6.8, 13.6.7, 13.6.5.6 and 2013 CBC, Sections 1615A.1.20, 1615A.1.21, and 1615A.1.22. The bracing and attachments to the structure shall be detailed on the approved drawings or they shall comply with one of the OSHPD Pre- Approvals (OPA #) as modified to satisfy anchorage requirements of ACI 318, Appendix D. Copies of the manual shall be available on the jobsite prior to the start of hanging and bracing of the pipe, ductwork, and electrical distribution systems. The Structural Engineer of Record shall verify the adequacy of the structure to support the hanger and brace loads. DSA NOTES 1. ALL WORK SHALL CONFORM TO TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR). 2. CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY AN ADDENDA OR A CONSTRUCTION CHANGE DOCUMENT (C.C.D.) DSA 140/141 APPROVED BY THE DIVISION OF THE STATE ARCHITECT, AS REQUIRED BY SEC. 4-338, PART 1, T-24, C.C.R. 3. A PROJECT INSPECTOR EMPLOYED BY THE SCHOOL DISTRICT (OWNER) AND APPROVED BY THE DIVISION OF THE STATE ARCHITECT SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-342. TITLE 24, PART 1, CCR. A CLASS 2 DSA INSPECTOR IS REQUIRED FOR THIS PROJECT. 4. SHOULD ANY EXISTING CONDITIONS, SUCH AS DETERIORATION OR NON-COMPLYING CONSTRUCTION, BE DISCOVERED WHICH IS NOT COVERED BY THE DSA APPROVED DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24, CCR, A CCD OR A SEPARATE SET OF PLANS AND/OR SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED WORK TO PROVIDE CODE COMPLIANCE SHALL BE SUBMITTED TO AND APPROVED BY THE DIVISION OF THE STATE ARCHITECT BEFORE PROCEEDING WITH THE REPAIR WORK. PENETRATIONS 1. ELECTRICAL PENETRATIONS OF FIRE RESISTIVE WALL OR CEILING CONSTRUCTION SHALL BE INSTALLED PER THE CALIFORNIA BUILDING CODE. 2. ALL PLUMBING PENETRATIONS OF FIRE RESISTIVE WALL OR CEILING CONSTRUCTION SHALL BE COPPER OR FERROUS PIPING. 3. MEMBRANE PENETRATIONS OF STEEL ELECTRICAL BOXES NOT EXCEEDING 16 SQUARE INCHES TOTALING NOT MORE THAN 100 SQUARE INCHES PER 100 SQUARE FEET ARE ALLOWED IF THE BOXES ON EACH SIDE OF THE WALL ARE SEPARATED BY AT LEAST 24 INCHES. MEMBRANE PENETRATIONS OF OTHER THAN STEEL ELECTRICAL BOXES ARE ALLOWED WHEN TESTED IN THE APPROVED ASSEMBLY. (SEC. 709.7). 4. FIRE AND/OR SMOKE DAMPER ASSEMBLIES INCLUDING SLEEVES AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 5. SINGLE MEMBRANE PENETRATIONS OF FIRE SPRINKLER PIPES CAN BE PROTECTED WITH METAL ESCUTCHEON PLATES (SEC.709.7). 6. NONCOMBUSTIBLE MEMBRANE PENETRATIONS OF FIRE SPRINKLER PIPES SHALL NOT BE CONNECTED TO PLASTIC ON BOTH SIDES UNLESS TESTED IN ACCORDANCE WITH UBC STANDARD 7-1 (SEC. 701.9.7). 7. STEEL OR COPPER ITEMS UP TO 6 INCHES DIAMETER AND 144 SQ. INCHES CAN PENETRATE THROUGH A SINGLE CONCRETE OR MASONRY FLOOR WHEN THE ENTIRE ANNULAR SPACE IS FILLED WITH GROUT OR MORTAR FOR THE THICKNESS REQUIRED FOR THE FIRE RATING. STEEL OR COPPER ITEMS UP TO 6 INCHES IN DIAMETER AND 144 SQ. INCHES IN 100 SF CAN PENETRATE THROUGH MORE THAN ONE CONCRETE OR MASONRY FLOOR WHEN THE ENTIRE ANNULAR SPACE IS FILLED WITH GROUT OR MORTAR (SEC. 710.216.1 EX.2). 8. FLOOR MEMBRANE PENETRATIONS OF STEEL OR COPPER UP TO 100 SQ. INCHES IN 100 SF CAN PENETRATE THROUGH CONCRETE OR MASONRY FLOORS WHEN THE ENTIRE ANNULAR SPACE IS FILLED TO PREVENT THE PASSAGE OF FIRE OR SMOKE (SE. 710.3 EX.1). 9. STEEL OR COPPER ITEMS CAN PENETRATE THROUGH WALLS WHEN THE ENTIRE ANNULAR SPACE IS FILLED WITH A MATERIAL WHICH PREVENTS THE PASSAGE OF FLAME AND HOT GASSES WHICH WILL IGNITE COTTON WASTE WHEN TESTED TO UBC STANDARD 7-1 WITH PRESSURE DIFFERENTIAL OF .01 INCHES OF WATER. 1. Wheelchair accessible compartment shall comply with Section 11B-604.8.1. 2. Toe clearance for at least one side partition of a wheelchair accessible compartment shall comply with CBC Section and Figure 11B-604.8.1.4. It shall be 9" high minimum above the finish floor and 6" deep minimum beyond the compartment side face of the partition, exclusive of partition support members. It shall be 12" high minimum above the finish floor for children's use. Partition components at toe clearances shall be smooth without sharp edges or abrasive surfaces. Toe clearance at the side partition is not required in a compartment greater than 66" wide. 3. An ambulatory accessible compartment shall be provided where there are six or more toilet compartments, or where the combination of urinals and water closets totals six or more per CBC Section 11B-213.3.1. Such compartment shall comply with CBC Section 11B-604.8.2. 4. Door and door hardware for accessible compartments shall be self-closing and shall comply with CBC Section 11B-404 except that pull-side clearance for ambulatory accessible compartments shall be minimum 44" clear, rather than 60". CBC Figure 11B-604.8.2. 5. A door pull complying with CBC Section 11B-404.2.7 shall be placed on both sides of the door near the latch. 6. Doors shall not swing into clear floor space or clearance required for any fixtures. ACCESSIBLE TOILET COMPARTMENTS 1. Accessible plumbing fixtures shall comply with all the requirements in CBC Division 6. 2. Heights and location of all accessible fixtures shall be mounted according to CBC Sections 11B-602 through 11B-612. 3. Fixture controls shall comply with CBC Sections for drinking fountains, 1B604.6 for water closets, 11B-604.9.5 for children's water closets, 11B-605.4 for urinals, 11B-606.4 for lavatories and sinks, 11B-607.5 for bathtubs, 11B-608.5 for showers, and 11B-611.3 for washing machines and clothes dryers. 4. Accessible sinks shall be 6-1/2" deep maximum. Sinks shall be mounted with the front of the higher of the rim and counter surface 34" maximum above the finish floor or ground. 5. Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks. CBC Section 11B-606 PLUMBING FIXTURE NOTES 1. Assistive-listening systems shall be provided in accordance with CBC Section 11B-219 and shall comply with CBC Section 11B-706. 2. The minimum number of receivers to be provided shall be equal to 4% of the total number of seats, but in no case less than two. 25 % minimum of the receivers provided, but no less than two, shall be hearing-aid compatible in accordance with CBC Section 11B-706.3. 3. If the system provided is limited to specific areas or seats, then such areas or seats shall be within a 50-foot viewing distance of, and have a complete view of, the stage or playing area. CBC Section 11B-219.4. ASSISTIVE LISTENING SYSTEM NOTES 1 32 4 A 1 2 3 4 5 5 P.O. BOX 1120 VISTA, CA 92085-1120 (760) 941-4647 www.mjkarchitecture.com CONSULTANT: MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION PROJECT NAME: PROJECT ADDRESS: 6 6 B C D E AGENCY APPROVAL SHEET NO: SHEET TITLE: COPYRIGHT: PROJECT NO: CAD DWG FILE: DRAWN BY: CHK'D BY: DESCRIPTIONDATEMARK DATE: MJK ARCHITECTURE2022 REV NO: REVISIONS: ... ... ... ... ... ... TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 A0.02 GENERAL NOTES 2021-07.02 MJK MJK AUGUST 30, 2022 PLAN CHK. Ma y 9 , 2 0 2 3 It e m # 6 P a g e 1 4 o f 5 0 ' . 4,J , P'; " k ~ -~i 't ) cf ~ i~ ~ @ Q:" - ~ r-. . < 1 3 ,: ( -:( ::3 "'-~ ~ 0 \~ ~~~ t ~ -- ,,_ _ 0 <l <l <l < l <l <l ~ s"" t - • I ~ \ ~ ·1 ( - 0 D i /' -- - + 0 ,. V . - - ' ' I ' ~ ' ' I ' LJ ' ' CD ' 0 CD ' ,, e OS OS WAP 2 2 2 2 20 A S 3 6 1 2 ' 5 0 " W 45 0 . 5 6 ' S 6 6 4 0 ' 14 " E 12 6 .0 6 ' N 1 5 0 0 ' 0 0 " E 2 9 2 . 5 3 ' SDG& E 200' EASEMENT 1 1 P A R K I N G S P A C E S 6 P A R K I N G S P A C E S 1 1 P A R K I N G S P A C E S S P A C E S4 P A R K I N G 21 PARKING SPACES 1 0 P A R K I N G S P A C E S NUMBER OF EXISTING PARKING STALLS ACCESSIBLE PARKING STALLS REQUIRED ACCESSIBLE PARKING STALLS PROVIDED VAN ACCESSIBLE PARKING STALL(S) REQUIRED VAN ACCESSIBLE PARKING STALL(S) PROVIDED PARKING SUMMARY FOR MAIN LOT 70 3 3 1 1 S 8 9 2 5 " 5 8 " E 3 8 2 .7 2' A1.02 A SAFE DISPERSAL AREA (1,372 S.F.) (1,372 S.F. / 3 SF/OCC. = 457 OCCUPANTS) 21.23° S P A C E 1 P A R K I N G P A R K I N G S P A C E S 3 A C C E S S I B L E 3 P A R K I N G S P A C E S 101 102 103 103 4' - 0 " 5' - 0 " A1.02 10 TYP. A1.02 13 TYP. 104 105 106107 110 111 114 116 116 115 115 PL A N T E R PL A N T E R PLANTER L A S P A L M A S D R I V E C A MIN O VID A R O B LE ES ES co 109 A1.02 12 TYP. 117 118 118 120 119 123 122 124 121 102 TOTAL BUILDING AREA: OCCUPANCY (CBC SECTION 305): CONSTRUCTION TYPE (CBC TABLE 602): HEIGHT & NUMBER OF STORIES: BASIC ALLOWABLE AREA (CBC TABLE 503): ALLOWABLE AREA INCREASES: FIRE SPRINKLER INCREASE (CBC SECTION 506.3): FRONTAGE INCREASE (CBC SECTION 506.2): FRONTAGE INCREASE CALCULATIONS (CBC SECTION 506.2): TOTAL ALLOWABLE AREA: RATIO OF PROPOSED/ALLOWED: EXTERIOR BREARING WALLS: EXTERIOR NON-BEARING WALLS: FIRE RESISTIVE CONSTRUCTION (TABLE 601) STRUCTURAL FRAME (PRIMARY STRUCTURE): INTERIOR BEARING WALLS: INTERIOR NON-BEARING WALLS: FLOORS AND FLOOR/CEILINGS: ROOFS AND ROOF/CEILINGS: EXTERIOR DOORS AND WINDOWS: STAIRWAY CONSTRUCTION: 22,120 SF B V-B, FULLY SPRINKLERED 1 -STORY 9,000 S.F. N/A 200 PERCENT OR 18,000 SQ. FT. N/A 27,000 S.F. N/A 22,120 S.F. / 27,000 S.F. = 0.82 < 1; OK 0 0 0 0 0 0 0 NOT PROTECTED N/A CODE ANALYSIS SITE ACCESSIBILITY NOTES 1. FOR ALL GRATINGS LOCATED IN THE SURFACE OF ANY PEDESTRIAN WAY AT PATH OF TRAVEL, GRID/OPENINGS IN GRATINGS SHALL BE LIMITED TO 1/2" MAXIMUM IN THE DIRECTION OF TRAFFIC FLOW. 2. PATH OF TRAVEL (P.O.T.) AS INDICATED ON THE SITE PLAN WITH A DASHED LINE (- - - - - - - - - -) IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL AND IS AT LEAST 48" WIDE. SURFACE SHALL BE STABLE, FIRM, AND SLIP RESISTANT. CROSS-SLOPE SHALL NOT BE STEEPER THAN 1:48 AND RUNNING SLOPE SHALL NOT BE STEEPER THAN 1:20 UNLESS OTHERWISE INDICATED (SECTION 11B-403.3). (P.O.T.) SHALL MAINTAIN FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (SECTION 11B-307.4) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL SURFACE BETWEEN 27" AND 80" ABOVE FINISH FLOOR OR GROUND (SECTION 11B-307.2). PROVIDE FLUSH TRANSITIONS AT ANY ADJOINING JOINTS BETWEEN NEW AND EXISTING (E) WALK SURFACES IN P.O.T. ARCHITECT TO VERIFY THAT THERE ARE NO BARRIERS IN THE P.O.T. AND THAT ALL P.O.T. COMPLY WITH SECTION 11B-206. 3. SURFACE SLOPE AT EXISTING ACCESSIBLE PARKING STALLS AND ACCESS AISLES PER SECTION 11B-502.4 SHALL NOT EXCEED 1:48 IN ANY DIRECTION. CONTRACTOR SHALL VERIFY SURFACE SLOPE AT STALLS AND IF SLOPE EXCEEDS 1:48, AC PAVING OVERLAY SHALL BE PROVIDED AT STALLS AND LOADING AREAS AND SHALL BE FEATHERED TO CREATE A SMOOTH TRANSITION WITH EXISTING ADJACENT FINISH MATERIAL. 4. GATES IN PATH OF TRAVEL MUST COMPLY WITH DOOR REQUIREMENTS PER SECTION 1008.2. 5. HAND ACTIVATED GATE OPENING HARDWARE, HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE GATES SHALL HAVE A SLOPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE PER SECTION 1008.1.9.1, MAX. 5 LBS. PRESSURE TO OPPERATE. 6. THE BOTTOM 10" OF AN ACCESSIBLE GATE SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE ON EACH SIDE. THE BOTTOM OF THE GATE SHALL BE WITHIN 3" OF THE FINISH SURFACE OF THE PATH OF TRAVEL. THE MAXIMUM EFFORT TO OPERATE THE GATE SHALL NOT EXCEED 5 LBS. (22.2 N) PER CBE SECTIONS 1133B.2.5, 1133B.2.6 AND 1110B.1.6, ITEM 6 - SIMILAR APPLICATION. 7. ACCESSIBLE PARKING SPACES SHALL BE LOCATED AS NEAR AS PRACTICAL TO PRIMARY ENTRANCE AND SHALL BE MARKED ACCORDING TO SECTION 1008.1.3. 1 32 4 A 1 2 3 4 5 5 P.O. BOX 1120 VISTA, CA 92085-1120 (760) 941-4647 www.mjkarchitecture.com CONSULTANT: MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION PROJECT NAME: PROJECT ADDRESS: 6 6 B C D E AGENCY APPROVAL SHEET NO: SHEET TITLE: COPYRIGHT: PROJECT NO: CAD DWG FILE: DRAWN BY: CHK'D BY: DESCRIPTIONDATEMARK DATE: MJK ARCHITECTURE2022 REV NO: REVISIONS: ... ... ... ... ... ... TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 A1.01 OVERALL SITE PLAN 2021-07.02 MJK MJK AUGUST 30, 2022 PLAN CHK. N o r t h 3 6 .2 1 ° PL A N N O R T H 1" = 20'-0" A OVERALL SITE PLAN SITE PLAN KEY NOTES Key Value Keynote Text 101 EXISTING BUILDING TO BE REMODELED (INTERIOR TENANT IMPROVEMENT) AS PART OF THIS CONTRACT. REFER TO SHEET A2.01. 102 EXISTING PARKING LOT. 103 DASHED LINE INDICATES ACCESSIBLE PATH OF TRAVEL. REFER TO SITE ACCESSIBILITY NOTE #2, SHT. A1.02. 104 INDICATES LOCATION OF EXIST. "TOW AWAY" SIGN. REMOVE EXISTING SIGN AND REPLACE WITH NEW. REFER TO DETAIL 5/A1.02. 105 EXISTING ENTRY MONUMENT SIGN TO REMAIN. 106 EXISTING GAS REGULATOR TO REMAIN. 107 EXISTING CONCRETE SIDEWALK, MAXIMUM 1:48 SLOPE IN ANY DIRECTION. 109 NEW CONCRETE SIDEWALK TO JOIN FLUSH WITH EXISTING FLATWORK. REFER TO DETAIL 13/A1.02. 110 EXISTING CONCRETE MASONRY RETAINING WALL WITH CONCRETE CAP. 111 CROSS HATCHING INDICATES DESIGNATED SAFE DISPERSAL AREA. 114 INDICATES LOCATION OF EXISTING CONCRETE RAMPS AND HANDRAILS. 115 INDICATES LOCATION OF EXISTING GUARDRAIL TO REMAIN. 116 INDICATES LOCATION OF EXISTING CONCRETE STAIRS AND HANDRAILS. 117 EXISTING PRECAST CONCRETE WALL TO REMAIN. 118 NEW 8'-0" HIGH CHAIN LINK FENCE ENCLOSURE WITH PRIVACY SLATS. REFER TO DETAIL 119 NEW PAIR OF 3'-0" WIDE X 8'-0" HIGH CHAIN LINK GATES WITH PRIVACY SLATS. PROVIDE WITH CANE BOLT AND LOCKING HASP FOR PADLOCK (PADLOCK TO BE PROVIDED BY THE OWNER). REFER TO DETAIL 120 CROSS HATCH INDICATES CHAIN LINK ROOF TO MATCH FENCING SPECIFICATION. PROVIDE ROOF FENCING SUPPORT AT CENTER SPANS. 121 EXISTING SEWER LINE TO REMAIN. 122 INDICATES NEW UNDERGROUND SEWER LINE. REFER TO PLUMBING DRAWINGS. 123 POINT OF CONNECTION FOR NEW SEWER LINE TO EXISTING. REFER TO PLUMBING DRAWINGS. 124 NEW CONCRETE PAD MOUNTED TRANSFORMER. REFER TO ELECTRICAL DRAWINGS. Ma y 9 , 2 0 2 3 It e m # 6 P a g e 1 5 o f 5 0 ' ' ' ' ' ' ' ' ' \ \ \ \ \ \ \ \ \ \ \ \ \\ :·, I ' ' I i ' I , t. : : . : " 'c . ~.; L _ _ /. , . < ' ' > ' " ' ; : < · ' ~-= - - ~ " " ' \ \, ' / \\ 0• □,, •_ / / ' ' <l <l <l < l <l <l \ ' ~ <le . I , ' I ' I ' I I ' I • I • I ' I . I ' I ' I ' I ' I ' I • I ' I • I ' I ' I • I • I • I ' I ' I ' I ' I ' I ' I ' I • I ' I 0 GENERAL NOTES -DEMOLITION 1. THESE DEMOLITION PLANS REFERENCE GENERAL ITEMS AND CONDITIONS. VARIATIONS MAY OCCUR WITHIN ROOMS AND SHALL BE TREATED AS A SIMILAR CONDITION. 2. WHERE DEMOLITION OR REMOVAL OCCURS, TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ELEMENTS TO REMAIN. FINISHED WORK DAMAGED BY OPERATIONS UNDER DEMOLITION CONTRACT SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AND ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. 3. KEY NOTES REFERENCE GENERAL ELEMENTS FOR SALVAGE OR DISPOSAL. VARIOUS OTHER ITEMS MAY OCCUR AND SHOULD BE REMOVED ACCORDING TO THE NEEDS AND DESIGN INTENT OF THE NEW CONSTRUCTION. 4. AFTER THE DEMOLITION AND REMOVAL OF ELEMENTS, REPAIR AND RESTORE EXISTING FINISHES TO BE LEFT EXPOSED TO THEIR ORIGINAL CHARACTER. WHERE EXISTING FINISHES ARE TO BE HIDDEN WITH NEW MATERIAL, THOSE EXISTING FINISHES SHALL BE RESTORED TO PROVIDE ADEQUATE SUITABILITY, STRENGTH AND SUBSTRATE FOR NEW CONSTRUCTION AND FINISHES. 5. THE CONTRACTOR SHALL DISPOSE OF DEMOLITION MATERIALS IN A LEGAL AND ACCEPTABLE MANNER OFF SITE. 6. THE CONTRACTOR SHALL MAKE AVAILABLE TO THE OWNER ANY MATERIALS OR EQUIPMENT LISTED FOR DEMOLITION, DISPOSAL, REMOVAL, ETC., UPON OWNER'S REQUEST. THE OWNER SHALL HAVE THE FIRST RIGHT OF REFUSAL ON ALL SALVAGEABLE ITEMS WHETHER IDENTIFIED FOR SALVAGE OR NOT. 7. THE CONTRACTOR SHALL KEEP OPERATING EQUIPMENT OR MATERIALS INDICATED FOR RE-USE, RELOCATION, OR OWNER REQUESTED EQUIPMENT RETENTION, ETC. IN A SAFE MANNER TO PROTECT THE CONDITION OF THE MATERIALS OR EQUIPMENT. 8. REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR DEMOLITION, REMOVAL AND SALVAGE OF OTHER ITEMS. 9. ALL DEMOLITION WORK SHALL BE PER ARTICLE 87 OF THE C.F.C. AND CHAPTER 34 OF THE C.B.C. 10. THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING SECTIONS OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION": 11. 5-2: PROTECTION 12. 5-3: REMOVAL 13. 5-4: RELOCATION 14. 7-8: PROJECT SITE MAINTENANCE 15. 7-9: PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS 16. 7-10: PUBLIC CONVENIENCE AND SAFETY EXISTING METAL STUD WALL TO BE REMOVED. DEMOLITION LEGEND EXISTING METAL STUD WALL TO REMAIN. EXISTING DOOR TO BE REMOVED. 1 1 2 2 3 3 4 4 5 5 6 6 7 7 A A B B C C D D E E F F G G H H J J CS Reception 1 SBDC Conference Room 2 Flex Lab 7 Wendy's Office 8 Corridor A SBDC Rec. 3 SBDC Clients 4 Joe's Office 5 SBDC Office 6 Corridor B Restroom 16 Restroom 17 Storage 18 Storage 19 Women 22 Men 21 Corridor D Sharon's Space 23 CS Workroom 27 Corridor E Kristen's Office 24 Lori's Office 25 CS Workroom 2 26 Corridor F Linda's Office 28 Corridor G Computer Lab 103 Machinist Stg. 43 Machinist Stg. 2 44 Calandra's Office 45 Machinist Room 1 104 Electronics Room 107 Christine's Office 29 Machinist Room 2 105 Engineering Room 2 106 Corridor H Guest Office 30 Guest Lab 31 Kris's Office 32 Classroom 52 Low Voltage 50 Electrical 49 Large Electronics Lab 100 C4K Storage 48 Corridor K Storage 47 Kitchen & Staff Lounge 42 Student Center 41 Mike's Office 33 IDF Room 35 Security Room 34 File Room 40 Guest Office 39 Study Room #2 38 Study Room #1 37 Student Lounge 36 Kitchen 20 D212 D212 D212 D212 D212 D212 D212 D212 D212 D212 D212 D212 D212 D212 5' - 9"9' - 0"9' - 0"5' - 9" 8' - 0 " 4' - 3 " 4' - 8 " 5' - 4 " 6' - 9 " 1' - 0" 4 5/8"2" TYP. 1' - 0" MIN. 2' - 0" MIN. 4' - 0" 1' - 0 " 1' - 0 " 1' - 0 " 2' - 0 " 5' - 0" 7' - 9" 7' - 2" 5' - 0" 2' - 0 " Storage 101 14 ' - 0 " 25 ' - 7 5 / 8 " 5' - 0 " 12 ' - 7 5 / 8 " 10 ' - 0 " 54 ' - 2 7 / 8 " 25 ' - 7 1 / 4 " 14 ' - 1 0 5 / 8 " 39 ' - 7 5 / 8 " 5' - 0 " 12 ' - 7 5 / 8 " 10 ' - 0 " 54 ' - 2 7 / 8 " 25 ' - 7 1 / 4 " 14 ' - 1 0 5 / 8 " TYP.TYP. D201 D202 D203D203 D204 D205D206 D207 D202 D202 D202 D208D208 D212 D211 D210 D212 D212 D212 D202 D202 D202 D215 D215 D215 D215 D202 D202 91011 12 DASHED LINE INDICATES BOUNDARIES OF THE AREA OF DEMOLITION WORK D202 D201 D210 D215 D203D216 1 32 4 A 1 2 3 4 5 5 P.O. BOX 1120 VISTA, CA 92085-1120 (760) 941-4647 www.mjkarchitecture.com CONSULTANT: MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION PROJECT NAME: PROJECT ADDRESS: 6 6 B C D E AGENCY APPROVAL SHEET NO: SHEET TITLE: COPYRIGHT: PROJECT NO: CAD DWG FILE: DRAWN BY: CHK'D BY: DESCRIPTIONDATEMARK DATE: MJK ARCHITECTURE2022 REV NO: REVISIONS: ... ... ... ... ... ... TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 A2.00 DEMOLITION FLOOR PLAN 2021-07.02 MJK MJK AUGUST 30, 2022 PLAN CHK. N o r t h 3 6 .2 1 ° PL A N N O R T H 1/8" = 1'-0" 1 DEMOLITION FLOOR PLAN DEMOLITION FLOOR PLAN KEY NOTES Key Value Keynote Text D201 DASHED WALL LINES INDICATE EXISTING WALLS TO BE REMOVED, INCLUDING WALL BRACES TO ROOF STRUCTURE (WHERE OCCURS). D202 DASHED DOOR LINES INDICATE EXISTING DOOR, FRAME AND HARDWARE TO BE REMOVED AND PROPERLY DISPOSED OF PER SPECIFICATION SECTION 01 7419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL. D203 CROSS HATCHING INDICATES EXISTING FLOOR FINISH TO BE REMOVED. D204 EXISTING DOOR, FRAME AND HARDWARE TO BE CAREFULLY REMOVED. PROTECT AND STORE ON SITE FOR RE-INSTALLATION AT DOOR OPENING 9B. REFER TO SHEET A2.01 - NEW WORK FLOOR PLAN. D205 EXISTING DOOR, FRAME AND HARDWARE TO BE CAREFULLY REMOVED. PROTECT AND STORE ON SITE FOR RE-INSTALLATION AT DOOR OPENING 53A. REFER TO SHEET A2.01 - NEW WORK FLOOR PLAN. D206 EXISTING DOOR, FRAME AND HARDWARE TO BE CAREFULLY REMOVED. PROTECT AND STORE ON SITE FOR RE-INSTALLATION AT DOOR OPENING 53B REFER TO SHEET A2.01 - NEW WORK FLOOR PLAN. D207 EXISTING DOOR, FRAME AND HARDWARE TO BE CAREFULLY REMOVED. PROTECT AND STORE ON SITE FOR RE-INSTALLATION AT DOOR OPENING 52. REFER TO SHEET A2.01 - NEW WORK FLOOR PLAN. D208 PORTION OF NEW SOTREFRONT GLAZING TO BE MODIFIED FOR NEW STOREFRONTB ENTRY DOORS. REFER TO SHEET A2.01 - NEW WORK FLOOR PLAN. D210 CROSS HATCHING INDICATES NEW OPENING IN THE EXISTING WALL FOR A NEW DOOR LOCATION. REFER TO DETAIL 4/A2.05. D211 EXISTING FIRE EXTINGUISHER AND WALL HOOK. REMOVE, PROTECT AND RE-INSTALL AT NEW LOCATION PER KEY NOTE #210 ON SHEET A2.01 - NEW WORK FLOOR PLAN. D212 EXISTING FIRE EXTINGUISHER AND WALL HOOK TO REMAIN. D215 EXISTING STRUCTURAL COLUMN TO REMAIN. D216 EXISTING DOOR, FRAME AND HARDWARE TO BE CAREFULLY REMOVED. PROTECT AND STORE ON SITE FOR RE-INSTALLATION AT DOOR OPENING 7. REFER TO SHEET A2.01 - NEW WORK FLOOR PLAN. Ma y 9 , 2 0 2 3 It e m # 6 P a g e 1 6 o f 5 0 0 . 1 0 0 0 0 0 0 D __ _ _ _ L_ I r , · 0 0 I r ' V I D D n n D D II I I I A I ('E l ' ,i, " ' \,_ d } , 'l e D li · ' f 'Ii : . : ' o: 0 ;; : : ; , er ·:: : : : , ' I I D D II 0 l • I D -- - - + □ D 0 • • D r • ~ - - - ~ t=t ~ l D D □ " I D D I I I I 1 I I <l <l <l < l <l <l 0 0 0 0 0 0 0 WALL LEGEND TYPICAL EXTERIOR WALL (EXISTING): EXISTING CONCRETE TILT-UP WALLS. TYPICAL EXISTING INTERIOR WALL: 3-5/8" METAL STUDS AT 16" O.C. w/ 5/8" GYP. BOARD ON BOTH SIDES. REFER TO ROOM FINISH SCHEDULE FOR WALL FINISH AT EXISTING WALLS. TYPICAL NEW INTERIOR WALL: 3-5/8" METAL STUDS AT 16" O.C. w/ 5/8" GYP. BOARD ON BOTH SIDES. EXTEND WALL TO 6" ABOVE CEILING U.O.N. PROVIDE R-11 FIBERGLASS SOUND BATTS. REFER TO DETAIL 2/A2.05. NEW PARTIAL HEIGHT INTERIOR WALL (42" HIGH): 2x6 WOOD STUDS AT 16" O.C. w/ 5/8" GYP. BOARD ON BOTH SIDES. REFER TO DETAIL 16/A2.05. NEW INTERIOR WALL (FURRED WALL): 3-5/8" METAL STUDS AT 16" O.C. w/ 5/8" GYP. BOARD ON ONE SIDE. EXTEND WALL TO 6" ABOVE CEILING U.O.N. PROVIDE R-11 FIBERGLASS SOUND BATTS. REFER TO DETAIL 2/A2.05 (SIM). INTERIOR ELEVATION REFERENCE 11a A5.01 ELEVATION REFERENCE NUMBER ARCHITECTURAL SHEET NUMBER WHERE ELEVATION IS SHOWN (a) (b) (c) (d) TYPICAL ELEVATION ORIENTATION REFERENCE (FINISH SCHEDULE) 11b 11c 11d 1 1 2 2 3 3 4 4 5 5 6 6 7 7 A A B B C C D D E E F F G G H H J J CS Reception 1 SBDC Conference Room 2Flex Lab 7 Corridor A SBDC Rec. 3 SBDC Clients 4 Joe's Office 5 SBDC Office 6 Corridor B Restroom 16 Restroom 17 Storage 18 Storage 19 Women 22 Men 21 Corridor D Sharon's Space 23 CS Workroom 27 Corridor E Kristen's Office 24 Lori's Office 25 CS Workroom 2 26 Corridor F Linda's Office 28 Corridor G Welding Lab 53 Additional Lab 102 Computer Lab 103 Machinist Stg. 43 Machinist Stg. 2 44 Calandra's Office 45 Machinist Room 1 104 Electronics Room 107 Christine's Office 29 Machinist Room 2 105 Engineering Room 2 106 Corridor H Guest Office 30 Guest Lab 31 Kris's Office 32 Classroom 52 Low Voltage 50 Electrical 49 Large Electronics Lab 100 C4K Storage 48 Corridor K Storage 47 Kitchen & Staff Lounge 42 Student Center 41 Mike's Office 33 IDF Room 35 Security Room 34 File Room 40 Guest Office 39 Study Room #2 38 Study Room #1 37 Student Lounge 36 Kitchen 20 5' - 9"9' - 0"9' - 0"5' - 9" 8' - 0 " 4' - 3 " 4' - 8 " 8' - 7 7/8" 5' - 4 " 6' - 9 " 1' - 0" TYP. 1' - 0" 3' - 0"4' - 0" MIN. 2' - 0" MIN. 4' - 0" 1' - 0 " 1' - 0 " 1' - 0 " 2' - 0 " 5' - 0" - - - - - 7' - 9" 7' - 2" 5' - 0" 2' - 0 " Storage 101 D B C A Brew Tech Lab 9 53A 9B 52 A2.02 1 A2.02 2 ME T A L TA B L E 1 2 3 SELF-CONTAIONED WELDING BOOTH, TYPICAL 7 4 5 EXISTING METAL STORAGE RACK 8 9 10 6 NEW ELECTRICAL PANEL DASHED LINE INDICATES BOUNDARIES OF THE AREA OF NEW WORK E E E E E E E E E E E Corridor C 9C 18' - 8 1/4" 16 ' - 1 0 7 / 8 " 1 2B 2A 3B3B 2A 2A, 3B 3B 2A 3B 2A 3B NOT AN ACCESSIBLE EXIT 2A 3B A5.014 7 242 EXISTING CORRIDOR AREA OF NEW WORK BREW TECH LAB AREA OF NEW WORK WELDING LAB AREA OF NEW WORK CONFERENCE ROOM EXISTING RESTROOMS AREA LEGEND AREA OF NEW WORK FLEX LAB KEY SIGN TYPE DETAIL REFERENCE SIGNAGE LEGEND 1 2A 2B 3A 3B INT. SYMBOL OF ACCESSIBILITY 1 / A8.02 EXIT ROUTE 2 / A8.02 EXIT 2 / A8.02 ROOM IDENTIFICATION 3 / A8.02 1 32 4 A 1 2 3 4 5 5 P.O. BOX 1120 VISTA, CA 92085-1120 (760) 941-4647 www.mjkarchitecture.com CONSULTANT: MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION PROJECT NAME: PROJECT ADDRESS: 6 6 B C D E AGENCY APPROVAL SHEET NO: SHEET TITLE: COPYRIGHT: PROJECT NO: CAD DWG FILE: DRAWN BY: CHK'D BY: DESCRIPTIONDATEMARK DATE: MJK ARCHITECTURE2022 REV NO: REVISIONS: ... ... ... ... ... ... TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 A2.01 NEW WORK FLOOR PLAN 2021-07.02 MJK MJK AUGUST 30, 2022 PLAN CHK. N o r t h 3 6 .2 1 ° PL A N N O R T H 1/8" = 1'-0" 1 NEW WORK FLOOR PLAN Ma y 9 , 2 0 2 3 It e m # 6 P a g e 1 7 o f 5 0 0 0 0 0 0 0 0 t'= - ' > \ .. --= : . ' . / . I t I Q:: ' - ~ s( ~ ~- . 0 s( " '" g -- " D CL J I . I D D D D D D I I I I ,E - - - - - - - - < , - 1 - - -- - . . .. _ -< -< I ( - - - - - - 7 I I I I I I I I l I D I I ,,___ _ , . . _ _ _ , . ,_ -~-_ -~L _ 7 I r = = - ~ I I I I 1 I I I I I I I r- - --- - m : - I I I I I I I r I D I I I I I I I I I I - - - I D - ~ D c: - 0 \_ ,c: . rs: > D D i 11- ; _ - \ 7 ~~/ - ; _ ~ ~ 0 0 r - 1 -< t ( - - - - - - y I I I I l - 7 1 I 1_ - - I I I I "" " " ) I, I I - "' -'~ ' t l • I I I 0 --- - - - - - • I i D D • I • I . I L': : _ - - : - . . _ " ~ _ ' : _ - - : - . _ J ~ - - lj" ' " = " " " ' :, ' i l,1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C 1: ' r l j I • I i i • I • I • I i • I . . GJi · · · • I • I • . . I u, I I IL - r - e--1-- 1 • 1 ~~---- 1! - , - - • I • I • I • L I 't _ J • • I I • • □I I • I • • I I • • I I D • • I -- - - - - - - - - - - D ! I I 0 l D◊ • -- - - ' _ J D g I ~ - . I {I D I r _ _ _ _ J I I I I I -.i , I I y j J LJ◊ □ l I r r l I -1 - - 0 I I ,t , • I DI I • L _J_ _J _ - - - - - - - - ~ - - - - - - -- - ~ - - - - - ~ _l __ _ _ _ _ _ _ ~L .. . . . J .L I - - - - - - - - - - - - - - - - - -- - - - - - - • I ! L ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _) · - · · - · - · - · - · - · - I • I <l <l <l < l <l <l ' < D 0 D D 0 0 0 I ID 0 D 0 0 1 1 2 2 3 3 B B C C D D E E A2.04 19a A2.04 20a 19b 19c 20b 20c Brew Tech Lab 9 18 " D x 4 8 " W x 8 4 " H UT I L I T Y S H E L V I N G 18 " D x 4 8 " W x 8 4 " H UT I L I T Y S H E L V I N G 7' x 7' x 8'H WALK-IN COOLER BE E R K E G S 8' - 0" 4' - 4 " 24 " D x 4 8 " W x 8 4 " H UT I L I T Y S H E L V I N G MIN. 1' - 0"4' - 0"4' - 0" N.G. C.A. (N) 220 V. H.W. 6 1 / 2 " 7' - 4 " 5' - 5 1 / 4 " 2' - 0 3 / 4 " 6"2' - 0"5' - 1 1/4"7' - 0"8' - 1 3/8" 1' - 6 " 3' - 0 1 / 2 " 1' - 6" 15' - 10 7/8"1' - 6"4' - 6 5/8" 16 ' - 0 " 4' - 9 " 34 ' - 0 " A5.02 24 1 3 9B C.A. C02 C02 C02 C02 C02 DRIP TRAY DRAIN DRIP TRAY TO FLOOR SINK 3' - 8 " BEER TAPS 9C A5.02 5 201 202 203 208 209 210 204 215 213 216216 221 240 224 218 219 209 220 226 222 223 224 225 217 241 227 228 225 229 230 231 232 235 234 233226 1 1 2 2 E E F F G G H H BA I L E I G H SC O T H M A N Welding Lab 53 Classroom 52 1 2 3 7 4 5 EXISTING METAL STORAGE RACK 8 9 10 6 CA ACD ARGON MIXED ARGON MIXED ARGON MIXED ARGON MIXED ARGON MIXED ARGON MIXED ARGON MIXED ARGON MIXED ARGON MIXED ARGON MIXED CA BE N D E R "D A K E " S E 7 1 2 BA N D S A W "D A Y T O N " 17 " D R I L L P R E S S "D A K E " CO L D S A W INSTRUCTO R'S DESK CH O P SA W A5.012 1 11 1 / 4 " 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 5' - 1 0 " 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " A5.01 3 53A 52 (N) 220V. (N) 220V. (N) 230V. ? 18' - 3 3/8" 5' - 4 5/8" 53B 2' - 0" O - 205 206 207 212 211 214 239 238 236 237 216 216 231 233 232 234235 226 A2.02 1 A2.02 2 BREW TECH LAB WELDING LAB CONFERENCE ROOM 1 32 4 A 1 2 3 4 5 5 P.O. BOX 1120 VISTA, CA 92085-1120 (760) 941-4647 www.mjkarchitecture.com CONSULTANT: MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION PROJECT NAME: PROJECT ADDRESS: 6 6 B C D E AGENCY APPROVAL SHEET NO: SHEET TITLE: COPYRIGHT: PROJECT NO: CAD DWG FILE: DRAWN BY: CHK'D BY: DESCRIPTIONDATEMARK DATE: MJK ARCHITECTURE2022 REV NO: REVISIONS: ... ... ... ... ... ... TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 A2.02 ENLARGED PLANS 2021-07.02 MJK MJK AUGUST 30, 2022 PLAN CHK. N o r t h 3 6 .2 1 ° PL A N N O R T H 1/4" = 1'-0" 1 BREW TECH LAB - FLOOR PLAN 1/4" = 1'-0" 2 WELDING LAB - FLOOR PLAN KEY PLAN ENLARGED FLOOR PLAN KEY NOTES Key Value Keynote Text 201 EXISTING EXTERIOR CONCRETE TILT-UP WALL TO REMAIN. 202 EXISTING INTERIOR METAL STUD WALLS TO REMAIN. 203 MODIFICATIONS TO EXISTING STOREFRONT GLAZING TO PROVIDE NEW PAIR OF SWINGING STOREFRONT DOORS (CONTINUOUS HINGES) WITH PANIC HARDWARE. PROVIDE NEW VERICAL MULLION AS SHOWN TO MATCH EXISTING. 204 EXISTING DOOR, FRAME AND HARDWARE TO BE CAREFULLY REMOVED. PROTECT AND STORE ON SITE FOR RE-INSTALLATION AT DOOR OPENING 9B. REFER TO SHEET A2.00 - DEMOLITION FLOOR PLAN FOR ORIGINAL LOCATION. 205 EXISTING DOOR, FRAME AND HARDWARE TO BE CAREFULLY REMOVED. PROTECT AND STORE ON SITE FOR RE-INSTALLATION AT DOOR OPENING 53A. REFER TO SHEET A2.00 - DEMOLITION FLOOR PLAN FOR ORIGINAL LOCATION. 206 EXISTING DOOR, FRAME AND HARDWARE TO BE CAREFULLY REMOVED. PROTECT AND STORE ON SITE FOR RE-INSTALLATION AT DOOR OPENING 53B. REFER TO SHEET A2.00 - DEMOLITION FLOOR PLAN FOR ORIGINAL LOCATION. 207 EXISTING DOOR, FRAME AND HARDWARE TO BE CAREFULLY REMOVED. PROTECT AND STORE ON SITE FOR RE-INSTALLATION AT DOOR OPENING 52. REFER TO SHEET A2.00 - DEMOLITION FLOOR PLAN FOR ORIGINAL LOCATION. 208 NEW CONDENSING UNIT ON NEW CONCRETE PAD. 209 NEW FLOOR SINK LOCATION, REFER TO PLUMBING DRAWINGS. 210 NEW HAND SINK, REFER TO PLUMBING DRAWINGS. 211 EXISTING FIRE EXTINGUISHER ON METAL WALL BRACKET TO BE RELOCATED AND RE-INSTALLED AT THIS LOCATION. REFER TO KEY NOTES ON SHEET A2.00 - DEMOLITION FLOOR PLAN. CONTRACTOR TO VERIFY EXTINGUISHER IS CHARGED AND OPERATIONAL. FIRE EXTINGUISHER BRACKETS TO COMPLY WITH CBC SECTION 906.7. REFER TO DETAIL 14/A2.05. 212 NEW FIRE EXTINGUISHER ON METAL WALL BRACKET. PROVIDE NEW 2A:10B:C, 5 LBS. CAPACITY PER SPECIFICATIONS. MOUNT SO THAT TOP OF EXTINGUISHER IS NOT MORE THAN 4 FEET ABOVE THE FLOOR. REFER TO DETAIL 14/A2.05. 213 NEW 12'-0" WIDE X 4'-0" HIGH MARKER BOARD. REFER TO DETAIL 13/A2.05. 214 NEW ELECTRICAL PANEL, REFER TO ELECTRICAL DRAWINGS. 215 NEW WALL INFILL AT EXISTING DOOR OPENING. REFER TO DETAIL 8 ON SHEET A2.05. 216 FURNITURE (DESKS AND CHAIRS) TO BE PROVIDED BY THE OWNER, TYPICAL. 217 NEW WALK-IN COOLER TO BE PROVIDED AND INSTALLED UNDER A SEPARATE CONTRACT. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ROUGH-IN REQUIRED UNDER THJIS CONTRACT. 218 NEW CARBON WATER FILTER. 219 NEW GAS TANKLESS WATER HEATER. 220 NEW 2-COMPARTMENT UTILITY SINK. 221 NEW 3-COMPARTMENT SINK. 222 SHELVING UNIT PROVIDED BY THE OWNER. 223 NEW KEG WASHING CART PROVIDED BY THE OWNER. 224 NEW "ACORN" MODEL NO. 8186-SSLF RECESSED COLD WATER HOSE BIBB BOX. 225 NEW "ACORN" MODEL NO. 8186-SSLF RECESSED HOT & COLD WATER HOSE BIBB BOX. 226 RED CROSSHATCHING INDICATES AREA OF EXISTING CONCRETE FLOOR SLAB TO BE REMOVED FOR INSTALLATION OF NEW PLUMBING AND ELECTRICAL ROUGH-IN. PATCH SLAB WITH #4 DOWELS INTO EXISTING SLAB (SLAB DEPTH TO MATCH EXISTING). 227 CANNING STATION. 228 BREWING VESSELLS PROVIDED BY THE OWNER. 229 48"x48" PEG BOARD PROVIDED BY THE OWNER. 230 NEW TALL OPEN SHELVING CASEWORK, REFER TO CASEWORK SCHEDULE ON SHEET A5.02. 231 INSTRUCTOR'S SMART PODIUM TO BE PROVIDED BY THE OWNER. 232 NEW ELECTRICAL FLOOR BOX, REFER TO ELECTRICAL DRAWINGS. 233 3/4" CONDUIT FOR POWER. 234 3/4" CONDUIT FOR DATA. 235 1" SPARE CONDUIT. 236 CARBON DIOXIDE GAS TANKS ON CART WITH CASTERS. 237 ARGON GAS TANKS ON CART WITH CASTERS 238 SELF-CONTAINED 5' x 5" WELDING BOOTH (PROVIDED BY THE OWNER), TYPICAL FOR 9. 239 SELF-CONTAINED 6' x 6' ACCESSIBLE WELDING BOOTH (PROVIDED BY THE OWNER), TYPICAL FOR 1 240 NEW PARTIAL HEIGHT WALL. REFER TO WALL SCHEDULE ON SHEET A2.01 AND DETAIL 16 ON SHEET A2.05. 241 NEW TRENCH DRAIN, REFER TO PLUMBING DRAWINGS. Ma y 9 , 2 0 2 3 It e m # 6 P a g e 1 8 o f 5 0 I , 0 0 0 0 0 - - - - j - - - - - - - - - - - - - - - - - - - - □ .i i ; .. :a ; .. .. □ _ J L _ J _ J L 0 -- - - -- - - -· 1" - - - - - - - 1· - - - - - - - -- - - - - - - - - - - - - - - - - - - I I "' ' . ' ' . ' I I I I L - ~ - - - - - n ' ' I I ] L ] T T ,It h ;I; 0 . I I I I I -0_ - - _ - 11 - I ' ' . '. II ~ - - , I I , -- . I I I I ' ; I - - - I - - ':. , l T Do c - - - e - - - - I I I D LJ - - - L f - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - i . - I I I I I j j T T L. J il l - - - - - - - - - - - □ LJ - - - - - - - - - L. J = ' I • ' , . / ', \ / / - ~ - / 0 I I - 0 1'. ~: : : : : : : : : r l I 0 I <ti 0 0 <l <l <l < l <l <l t- - ·- · - · 0 - - - - - - - - - 0- - - -- - - 0 \ n LC L CJj 0 / -□ = 0 0 WH 4 E 1' - 6" A2.04 20a 20c A2.03 A2.03 6 1 A2.03 2 3 A2.03 4 5 A2.03 7 8 A2.03 9 10 Women 22 Men 21 E213 E213 E204 E209E219 E203 E202 E206 E207E208 E201 E205 E225 E216 E216 E205 E225 E205 E201 E217E221 E222 E221 E221 E222 E217 E220 2' - 0 " 3' - 0" E239 E239 4" (E) 1' - 5 5/8" (E) 1' - 6" 2' - 1 0 " ( E ) 3' - 4 " ( E ) E220E215 E204 E210 E213 E202 E201 (E) 1' - 6" 2' - 9 " ( E ) 2' - 0"1' - 0"6" E201 E205 MIN. 5' - 0" MIN. 1' - 0"3' - 6" (E) MIN. 4' - 6" (E) 2' - 9 " ( E ) (E) 9" 1' - 7 " ( E ) E201 E205 E216 E221 E217 E221 E222 E221 E222 1' - 5 " E201 E220 (E) 1' - 6" (E) 1' - 5 5/8"E202 E203 E219 E215 2' - 1 0 " ( E ) 3' - 4 " ( E ) E204 E210 (E) 1' - 6" 2' - 9 " ( E ) E201 E225 CLR. 5' - 0" MIN. 2' - 0"1' - 0"6" (E) 9" 1' - 7 " ( E ) 2' - 9 " ( E ) 3' - 6" (E)1' - 0" MIN. 4' - 6" (E) E201 E216 E205 9" M I N . 1' - 0 " E221 E222 E221 E221E217 E222 4' - 0" 1' - 6 " 1' - 6 " A2.03 11 12 13 14 5' - 0 " 6' - 6" 4' - 0" 2' - 6 " E232 E228 E233 E231 E229 E227 E229E234 3' - 4 " 2' - 1 0 " 4' - 0 " E236 E232 E228 E238 3' - 6" 2' - 9 " 3' - 0"6" 3' - 4 " 2' - 1 0 " 3' - 4 " E233 E231 E228 E236 E229 E227 1' - 6" MIN. 2' - 0" MIN. 1' - 0" E238 6 3/8" 3' - 6"1' - 0" MIN. 4' - 6" 2' - 9 " 9" 1' - 7 " 3' - 4 " 4' - 0 " E236E230 E229E235 E227 E234 1' - 11" 2' - 7 " 4' - 6 3/8" E236 INTERIOR ELEVATION REFERENCE 11a A5.01 ELEVATION REFERENCE NUMBER ARCHITECTURAL SHEET NUMBER WHERE ELEVATION IS SHOWN (a) (b) (c) (d) TYPICAL ELEVATION ORIENTATION REFERENCE (FINISH SCHEDULE) 11b 11c 11d ENLARGED PLANS GENERAL NOTES 1. ALL DIMENSIONS ARE TO FACE OF FINISH, UNLESS OTHERWISE NOTED. 2. AREAS WITH FLOOR DRAINS SHALL HAVE 2% MAXIMUM SLOPE IN ALL DIRECTIONS. 3. REFER TO SHEET A2.04 FOR TYPICAL ACCESSORY MOUNTING LOCATIONS AND HEIGHTS, UNLESS OTHERWISE NOTED. 1 32 4 A 1 2 3 4 5 5 P.O. BOX 1120 VISTA, CA 92085-1120 (760) 941-4647 www.mjkarchitecture.com CONSULTANT: MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION PROJECT NAME: PROJECT ADDRESS: 6 6 B C D E AGENCY APPROVAL SHEET NO: SHEET TITLE: COPYRIGHT: PROJECT NO: CAD DWG FILE: DRAWN BY: CHK'D BY: DESCRIPTIONDATEMARK DATE: MJK ARCHITECTURE2022 REV NO: REVISIONS: ... ... ... ... ... ... TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 A2.03 ENLARGED RESTRM PLAN(S) / ELEV. 2021-07.02 MJK MJK AUGUST 30, 2022 PLAN CHK. 3/8" = 1'-0" A Enlarged Floor Plan - Women 23 & Men 24 3/8" = 1'-0" 1 Elevation 23 - c 3/8" = 1'-0" 2 Elevation 23 - e 3/8" = 1'-0" 3 Elevation 23 - f 3/8" = 1'-0" 4 Elevation 23 - h 3/8" = 1'-0" 5 Elevation 23 - i 3/8" = 1'-0" 6 Elevation 24 - a 3/8" = 1'-0" 7 Elevation 24 - e 3/8" = 1'-0" 8 Elevation 24 - f 3/8" = 1'-0" 9 Elevation 24 - g 3/8" = 1'-0" 10 Elevation 24 - h 3/8" = 1'-0" B Enlarged Floor Plan - Restroom 63 3/8" = 1'-0" 11 Elevation 63 - a 3/8" = 1'-0" 12 Elevation 63 - b 3/8" = 1'-0" 13 Elevation 63 - c 3/8" = 1'-0" 14 Elevation 63 - d ENLARGED RESTROOM KEY NOTES Key Value Keynote Text E201 EXISTING ACCESSIBLE TOILET: KOHLER "HIGHCLIFF" #K-4368, HEIGHT TO RIM 17-1/2", WITH LUSTRA SEAT. PROVIDED WITH AUTOMATIC SLOAN OPTIMA PLUS FLUSHOMETER #8111. (CBC 11B-604). E202 EXISTING TOILET: KOHLER "WELCOMME" #K-4350 WITH LUSTRA SEAT. PROVIDED WITH AUTOMATIC SLOAN OPTIMA PLUS FLUSHOMETER #8111. E203 EXISTING URINAL: KOHLER DEXTER #K-5016-T TOP SPUD URINAL. PROVIDED WITH AUTOMATIC SLOAN OPTIMA PLUS FLUSHOMETER #8186. MOUNTED WITH RIM 17" MAXIMUM ABOVE THE FINSIH FLOOR. (CBC 11B-605). E204 EXISTING LAVATORY: KOHLER SELF RIMMING SINK "PENNINGTON" #K-2196 WITH SLOAN OPTIMA AUTOMATIC HAND WASHING FAUCET 8" CENTERS #EFT-600. E205 EXISTING GRAB BARS: BOBRICK SERIES B-6806, 36" LONG AT BACK, 42" LONG AT SIDE. E206 EXISTING SEAT COVER / TOILET PAPER DISPENSER: BOBRICK B-347. MOUNTS THROUGH RESTROOM PARTITIONS. E207 EXISTING SEAT COVER / TOILET PAPER DISPENSER / SANITARY NAPKIN DISPOSAL: BOBRICK B-357. MOUNTS THROUGH RESTROOM PARTITIONS. E208 EXISTING SEAT COVER / TOILET PAPER DISPENSER / SANITARY NAPKIN DISPOSAL: BOBRICK B-3579. SURFACE MOUNTED. E209 EXISTING SOAP DISPENSER: BOBRICK B-4112 CONTURA. SURFACE MOUNTED. E210 EXISTING SOAP DISPENSER: BOBRICK B-8221. COUNTER MOUNTED. E213 EXISTING PAPER TOWEL DISPENSER / TRASH COMBO: BOBRICK B-3944. RECESSED. E215 EXISTING MIRROR: BOBRICK CHANNEL FRAME 72" X 36" B-165-7236. E216 EXISTING TOILET PAPER DISPENSER: BOBRICK B-3888. RECESSED, DOUBLE ROLL. E217 EXISTING ROB HOOK STRIP: BOBRICK B-232 X 24. E219 EXISTING URINAL SCREEN TO REMAIN. E220 EXISTING TOILET PARTITIONS TO REMAIN. E221 EXISTING SHOWER CURTAIN AND ROD TO REMAIN. E222 EXISTING PREFABRICATED ACCESSIBLE SHOWER ENCLOSURE TO REMAIN. (CBC 11B-608). E225 EXISTING SEAT COVER DISPENSER: BOBRICK B-221. SURFACE MOUNTED. E227 EXISTING ACCESSIBLE TOILET. REFER TO PLUMBING DRAWINGS. E228 EXISTING ACCESSIBLE LAVATORY. REFER TO PLUMBING DRAWINGS AND DETAILS 9 AND 14 ON SHEET A2.04. E229 EXISTING GRAB BAR: BOBRICK SERIES B-6806, 36" LONG AT BACK, 42" LONG AT SIDE. MOUNT AT + 2' - 9" AFF TO CENTERLINE OF GRAB BAR. REFER TO DETAIL 13/A2.04. E230 EXISTING TOILET SEAT COVER DISPENSER: BOBRICK B-221. SURFACE MOUNTED. REFER TO DETAIL 15/A2.04. E231 EXISTING SOAP DISPENSER: BOBRICK B-4112 CONTURA. SURFACE MOUNTED. REFER TO DETAIL 15/A2.04. E232 EXISTING PAPER TOWEL DISPENSER: BOBRICK B-35903. RECESSED. REFER TO DETAIL 15/A2.04. E233 EXISTING MIRROR: BOBRICK CHANNEL FRAME 24" X 36" B-165-2436. REFER TO DETAIL 15/A2.04. E234 EXISTING TOILET PAPER DISPENSER: BOBRICK B-3888. RECESSED DOUBLE ROLL. REFER TO DETAIL 15/A2.04. E235 EXISTING SANITARY NAPKIN DISPOSAL: BOBRICK B-353. RECESSED. REFER TO DETAIL 15/A2.04. E236 EXISTING CERAMIC TILE WAINSCOT. REFER TO DETAILS 18 AND 19 ON SHEET A2.04. E238 EXISTING INSULATION BOOT AT LAVATORY WASTE AND HOT WATER SUPPLY LINES. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES OR SINKS. E239 EXISTING DOOR TO REMAIN. THIS SHEET PROVIDED FOR REFERENCE ONLY. ALL WORK SHOWN IS EXISTING Ma y 9 , 2 0 2 3 It e m # 6 P a g e 1 9 o f 5 0 -r r - - __ II - LJ 0 <l <l <l < l <l <l I I ' ' - ' < ~- V I I I I I I 1 7 7 7 7 7 ® C J u • -- - • < . ; ' I II I • L~ -- + - - - - - - ~ " - ') ) I r ~ ~ 0 f f • • If I , " ~ = 1 \k I I I - \\ - <. ; ' , , - = I,] • . ' ~ ' - '- 1 : ' . • - C-- _ ' 1. 7 ' -- - - - - - - - - i J: : L '- - ' 'f ' ' ' - o I m r . ~ I I K_ 1 ~ - ' ' . I I ; ' ' I 0 / 0 ') ) ') ) • , 7 ') ) • i ' • • • I . • ' _, , 1. 7 ' -- - - - - - ' - - - - - - , _ \ '- - • • • ' ' ' ' L L L 0 - - 0 ' - - I I g g 0 I, t , , I, r - - - - - - - - - -, 1 ~ L _ _ _ _ _ _ _ - _ J 0 0 0 0 0 1: X : I D IN 7 1 ( \ I _ _ _ _ _ _ J ~ - - - - - - - i ! - - - = - - j <. ; ' r - - - - - - - - - - , I I 7 0 I l _ _ _ _ _ _ _ _ _ _ _ J / / -- - - 0 Q f t J " l ok - - ' - . . - ¼ -- + - I J - L L l i .J c; J - • - - - - - :: : c ~/ - [l J l, f- + - - + - + + + + - + - 1 - J - ') ) • • • -' - - - - - - - - ' - - ' r O " I '- - - - - - - ' - _ j I I I I I I I I I I I I I I I I -- " c - - + - + ' - - - - - - - - - ' 7 ') ) • I ◊- I L _ - - - - - -l ,,,. __ .:: . ___ _ ' ( -_ I _ J / 0 0 > 1 1/2" CLR. METAL STUD FRAMING GYP. WALL BOARD 16 GA. BACKING TRACKPER DETAIL SHT. METAL SCREW 1-1/2" DIA. GRAB BAR SEEREST ROOM ENLARGEMENTAND ELEVATIONS CERAMIC TILE OVER CEMENTITIOUS BACKER UNIT 40 " M A X 34 " M A X 29 " M I N . 27 " M I N . MI N . 8" MIN. KNEE CLEARANCE 6" MAX. TOE CLEARANCE17" MIN. 18" MIN. 30" MIN. 48 " M I N . 9" HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE OBJECTS OR SURFACES UNDER LAVATORIES. BURNING CHARACTERISTICS OF INSULATION: FLAME SPREAD < 25 SMOKE DEVELOPED < 50 AREA NOT HATCHED BELOW LAVATORY SHALL BE ACCESSIBLE AND CLEAR. 3 D A2.04 19a A2.04 20a 19b 19c 19d 20b 20c 20d 1' - 6" E201E201 E205 E205 E212 E205 1' - 6" E204 E204 E210 E214 E214 E210 2' - 6" 4' - 0 " MIN. 5' - 0" 1' - 0 " (5 6 " M I N . ) 5' - 2 " MI N . 4' - 0 " Restroom 16 Restroom 17 E218 2' - 9 " ( E ) (E) 9" 1' - 7 " ( E ) 3' - 6" (E) (E) 1' - 0" MIN. 4' - 6" (E) E205 E218 E201 E216 (E) 1' - 6" 2' - 9 " ( E ) 2' - 1 0 " ( E ) 3' - 4 " ( E ) 2' - 0"1' - 0"6" 3' - 4 " E214 E210 E204 E212 E205 E211 E201 E218 (E) 1' - 6" 2' - 1 0 " ( E ) (2 9 " M I N . ) 2' - 8 1 / 2 " ( E ) 2' - 3 " 9" 8" E223 E218 E204 E224 3' - 4 " ( E ) 2' - 9 " ( E ) (E) 1' - 6" 2' - 1 0 " ( E ) (E) 1' - 6" E205 E201 E204 E210 E214 E212 E218 EXIST. TOILET SEAT COVER DISPENSER, RELOCATE TO LOCATION SHOWN ON ELEV. 20-b 2' - 9 " ( E ) (E) 9" 1' - 7 " ( E ) 1' - 0"3' - 6" (E) MIN. 4' - 6" (E) E205 E216 E218 3' - 4 " ( E ) D211 RELOCATE TO THIS LOCATION E218 9" 2' - 1 0 " ( E ) (2 9 " M I N . ) 2' - 8 1 / 2 " ( E ) 2' - 3 " 8"E224 E204 E218 E223 WOOD STUDS PER WALL LEGENDS WOOD STUDS PER WALL LEGENDS 4" x 18 GA. MTL. HORIZONTAL BACKING STRIP (LENGTH AS REQUIRED) (3) -#10 SHEET METAL SCREWS TO EACH STUD TYPICAL BACKING 1"=1'-0" IWL-105A 8 1' - 6" 2' - 3 " M I N . 2' - 5 " C L R . 2' - 8 " ( 3 4 " M A X . ) 2' - 6 " 3' - 4 " M A X . 2' - 6" CLR. MIRROR TO BOTTOM OF REFLECTIVE SURFACE 9" x 17" DEEP TOE CLEARANCE PER CBC SECTION 1115B PROTECT HOT WATER SUPPLY AND DRAIN PIPING WITH HEAT INSULATION BOOT LAVATORY SOAP DISPENSER ACCESSIBLE LAVATORY 1/2"=1'-0" IHC-102 9 14 " M I N . 36" MIN. IF PARTITION DEPTH EXCEEDS 24" 30" MIN.CLR. 24 " M A X . 44 " @ M E N S 17 " @ M E N S 14" MIN. FINISH FLOOR URINAL SCREEN (WHERE OCCURS) 4' - 0 " ACCESSIBLE URINAL 1/2"=1'-0" IHC-105 10 8 A2.04 GRAB BAR ATTACHMENT 3"=1'-0" IHC-112a 13 ACCESSIBLE LAV. CLEARANCES 1/4"=1'-0" IHC-114 14 (#B-37063) (#B-165) (#B-4112) (#B-33944)(#B-35903) 40 " A F F 24 " MIN. 19" TO OF LOWEST ROLL 40 " A F F 2' - 3 " A F F 36 " A F F MI N . TO B O T T O M O F RE F L E C T I N G S U R F A C E 40" A F F NAPKIN / TAMPON VENDOR MIRROR HAND DRYER SOAP DISPENSER PAPER TOWEL DISPENSER TOILET TISSUE & SEAT COVER DISPENSER WATER COOLER / DRINKING FOUNTAIN VERIFY MOUNTING HEIGHT W/ JOB CONDITIONS BUBBLER FINISH FLOOR FINISH FLOOR RECESSED PAPER TOWEL DISPENSER ACCESSORIES MOUNTING HGTS.1/4"=1'-0" IHC-108 15 NOTE : MODEL NUMBERS SHOWN ARE FOR "BOBRICK" WASHROOM ACCESSORIES. OTHER MANUFACTURER'S ACCESSORIES MAY BE USED IF EQUAL TO THE PRODUCT SHOWN. HIGHEST OPERABLE PART 19 " M I N . 19 A2.04 4' - 0" A . F . F . BULL NOSE TILE AT TOP OF WAINSCOT STANDARD WALL TILE (4" x 4") COLOR 1 ACCENT TILE (2" x 2") COLOR 2 STANDARD WALL TILE (4" x 4") COLOR 1 ACCENT TILE (2" x 2") COLOR 4 ACCENT TILE (2" x 2") COLOR 3 TILE ACCENT BAND 1-1/2"=1'-0" IWL-309m 18 WATER RESISTANT GYPSUM BOARD CERAMIC TILE MORTAR BOND COAT TILE BACKER BOARD BY DRYWALL CONTR. SAME THINKNESS AS GYP. BOARD ABOVE WATER PROOF PAPER BY TILE CONTRACTOR FRAMING TCA W244 CERAMIC TILE WAINSCOT 3"=1'-0" IWL-310n1 19 INTERIOR ELEVATION REFERENCE 11a A5.01 ELEVATION REFERENCE NUMBER ARCHITECTURAL SHEET NUMBER WHERE ELEVATION IS SHOWN (a) (b) (c) (d) TYPICAL ELEVATION ORIENTATION REFERENCE (FINISH SCHEDULE) 11b 11c 11d ENLARGED PLANS GENERAL NOTES 1. ALL DIMENSIONS ARE TO FACE OF FINISH, UNLESS OTHERWISE NOTED. 2. AREAS WITH FLOOR DRAINS SHALL HAVE 2% MAXIMUM SLOPE IN ALL DIRECTIONS. 3. REFER TO SHEET A2.04 FOR TYPICAL ACCESSORY MOUNTING LOCATIONS AND HEIGHTS, UNLESS OTHERWISE NOTED. 1 32 4 A 1 2 3 4 5 5 P.O. BOX 1120 VISTA, CA 92085-1120 (760) 941-4647 www.mjkarchitecture.com CONSULTANT: MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION PROJECT NAME: PROJECT ADDRESS: 6 6 B C D E AGENCY APPROVAL SHEET NO: SHEET TITLE: COPYRIGHT: PROJECT NO: CAD DWG FILE: DRAWN BY: CHK'D BY: DESCRIPTIONDATEMARK DATE: MJK ARCHITECTURE2022 REV NO: REVISIONS: ... ... ... ... ... ... TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 A2.04 ENLARGED RESTRM. PLAN(S) / ELEV. / DETAILS 2021-07.02 MJK MJK AUGUST 30, 2022 PLAN CHK. 3/8" = 1'-0" A Enlarged Floor Plan - Restrooms 19 & 20 3/8" = 1'-0" 19a Elevation 19 - a 3/8" = 1'-0" 19b Elevation 19 - b 3/8" = 1'-0" 19c Elevation 19 - c 3/8" = 1'-0" 19d Elevation 19 - d 3/8" = 1'-0" 20a Elevation 20 - a 3/8" = 1'-0" 20b Elevation 20 - b 3/8" = 1'-0" 20c Elevation 20 - c 3/8" = 1'-0" 20d Elevation 20 - d ENLARGED RESTROOM KEY NOTES Key Value Keynote Text E201 EXISTING ACCESSIBLE TOILET: KOHLER "HIGHCLIFF" #K-4368, HEIGHT TO RIM 17-1/2", WITH LUSTRA SEAT. PROVIDED WITH AUTOMATIC SLOAN OPTIMA PLUS FLUSHOMETER #8111. (CBC 11B-604). E204 EXISTING LAVATORY: KOHLER SELF RIMMING SINK "PENNINGTON" #K-2196 WITH SLOAN OPTIMA AUTOMATIC HAND WASHING FAUCET 8" CENTERS #EFT-600. E205 EXISTING GRAB BARS: BOBRICK SERIES B-6806, 36" LONG AT BACK, 42" LONG AT SIDE. E210 EXISTING SOAP DISPENSER: BOBRICK B-8221. COUNTER MOUNTED. E211 EXISTING SEAT COVER DISPENSER: BOBRICK B-3013. RECESSED. E212 EXISTING PAPER TOWEL DISPENSER: BOBRICK B-35903. RECESSED. E214 EXISTING MIRROR: BOBRICK CHANNEL FRAME 24" X 36" B-165-2436. E216 EXISTING TOILET PAPER DISPENSER: BOBRICK B-3888. RECESSED, DOUBLE ROLL. E218 EXISTING CERAMIC TILE WAINSCOT TO REMAIN. E223 EXISTING DOOR, FRAME AND HARDWARE TO REMAIN. E224 DASHED LINE INDICATES REQUIRED KNEE SPACE CLEARANCE BELOW COUNTERTOP. THIS SHEET PROVIDED FOR REFERENCE ONLY. ALL WORK SHOWN IS EXISTING Ma y 9 , 2 0 2 3 It e m # 6 P a g e 2 0 o f 5 0 IL , . . ·, I / r r , , C C ~~ lo r r )I r : : " Q_ I/ I m , -I' - , . ( . "" I / . it = ___ _ . . ' , • ~ DC , f- • ' ' ( • , I, ' ' ' i, ~ , + ' ' ·" " I, , T' , . "" ,_ , r - - - ' ' I, ' .k . -- - ; - 0 , . ' ,' ' ,t - , C '- ' , ·r, . _ C I ~ ~ ' f- -~ ' ~ ,, C [J -~ ' -- ,. I, - ~ , ' \ cui I C l / t I, . . ' "l ) ~ -< ~ 1 - - - - - - - - - - - J l . 1 " ' I •~ ! -- - , - - - - - - - - - i - - - - - . - + - --- - , l , . ' - - - - - - - - - - - l -- - - - ' s - ,, I ., . _ ~ -- - - - - - . i m:' ~ _'• _ -__ -' -- -- - - "" ', , , , - h I t. . ~c ~ ~ ' \ rn - o~ • ·I) I I ' o '11 I I I L - \ - - J -- - 0 - i: L. , J \ ~ <l <l <l < l <l <l • , ) ' , ~ , _ / / " . I , , X ' I ' \ h ~ . ' ' / '/ I ' ' ~ • ' . , . . , , , I, , " , I, I, , , I, , , , , ,' / 1 I [ ] CD I I 11\ · 1 ~ I I I . ., ~[t l = I 5i 7 ' 1- ij II( i · · - 11 ' < L: : J c:: : [> !, \ ~ 1,., - - : : : _ _ - P l re , - , _ ~ l / 4 ~ ' -.. . , . - □ IX .,. . f> , ~ B~ :, IX ', >:: I I . -I I I cµ I / > ,- . , r> < •·-•· • D I ) '. ' . 2 ' / X / X / X. I • I / / ~- ," . / . . ' X / X / X. / X 0 3-1/2"x 20 GA. MTL.STUD HORIZONTALBACKING (LENGTHAS REQUIRED) (3) - #10 SCREWSTO EACH STUD 20 GA. METAL STUDSLOCATED @ WALLHUNG ITEMS-SIZE AND SPACINGAS SCHEDULED ONWALL LEGEND. DOUBLE STUDS OR NOTCHFLANGES@ STUDS, TYP. LC LC PEDIMAT INSERT STYLES 19C018XXX CARPET EXTERIOR HEAVY-DUTY CARPET 19C010XXX M1EC M1HC VINYL 19V002XXX M1V SECTION X-X SECTION Y-Y TYPICAL PLAN VIEW EXTRUDED ALUMINUM CONNECTING RAIL (17A009XXX) SQUARE END VINYL 1" (25.4mm) WIDE (17V011XXX) 2" (50.8mm) WIDE (17V012XXX)RIGID VINYL / ACRYLIC CARRIER w/ COEXTRUDED SOFT DUROMETER PVC CUSHIONS (17N001108) 1" [25.4mm] 2" [50.8mm] DIM 'B' PEDIMAT LENGTH TRAFFIC DIRECTION DIM 'A' PEDIMAT WIDTH LATEX SCREED (BY OTHERS) MASONRY LAG FASTENER (90H066004) 24" (609.6mm) O.C ALUMINUM LEVEL BASE FRAME (17A003XXX) 3/4" [19.1mm] 1/2" [12.7mm] 1/4" [6.4mm] X Y DI M ' B ' PE D I M A T L E N G T H TR A F F I C D I R E C T I O N DIM 'A' PEDIMAT WIDTH X Y 1/4" [6.4mm] TYPICAL METAL STUD PARTITION 3"=1'-0" WFR-401 2 MI N . 6" PE R C E I L I N G P L A N / R O O M F I N I S H S C H E D U L E CONT. BEAD OF SEALANT METAL STUD RUNNER w/ POWDER DRIVEN "RAMSET" PINS @32" O.C. & 6" FROM ENDS - 2 PINS PER TRACK MIN. (ESR-1799) TOPSET RUBBER WALL BASE EACH SIDE PER ROOM FINISH SCHEDULE 5/8" TYPE "X" GYPSUM BOARD EACH SIDE 3-5/8" 20 GA. METAL STUDS @16" O.C. R-11 SOUND BATT INSULATION IN WALL CAVATY SUSPENDED ACOUSTICAL TILE CEILING PER REFLECTED CEILING PLAN AND ROOM FINISH SCHEDULE CEILING WALL ANGLE METAL STUD WALL BRACING @ 45 DEGREES TO WALL. ATTACH TO STRUCTURE ABOVE. CLIP FLANGES AND SCREW WEB TO STRUCT. MEMBER w/ (2) 1-1/4" TYPE 'S' DRWALL SCREWS 2-1/2" 25 GA. @ 4'-0" O.C. (ALTERNATE SIDES) EXTEND SOUND BATT INSULATION 3'-0" EA. SIDE OF PARTITION TYP. WALL TO FLR. CONNECTION 3"=1'-0" IFL-306 9 5/8" GYP. BOARD EA. SIDE (TYPE 'X' WHERE REQUIRED PER PLANS) ON METAL STUD FRAMING (SIZE AND GA. AS SHOWN ON PLANS) CONT. 20 GA. BOTTOM TRACK, SIZE TO MATCH METAL STUD FRAMING. ATTACH TO FLOOR WITH POWDER DRIVEN OR EXPANSION TYPE ANCHORS ("RAMSET" SHOT PINS AT 32" O.C. & 6" FROM ENDS - 2 PINS PER TRACK, MIN. (ESR-1799) SCREW ATTACHMENT AT EACH FLANGE (TYP.) PER PLANS WIDTH 1/ 4 " CONT. BEAD OF SEALANT CRIPPLE STUDS, SIZE AND GAGE TO MATCH WALL FRAMING JAMB, SIZE AND GAGE TO MATCH WALL FRAMINGJAMB, SIZE AND GAGE TO MATCH WALL FRAMING HEADER, REFER TO DETAILS SILL, SIZE AND GAGE TO MATCH WALL FRAMING TOP TRACK. SIZE AND GAGE TO MATCH WALL FRAMING BOTTOM TRACK, METAL STUD RUNNER w/ POWDER DRIVEN "RAMSET" PINS @32 " O.C. & 6" FROM ENDS, 2 PINS MIN. PER TRACK (ESR-1799) TYPICAL STUDS, 3-5/8" 20 GA. METAL STUDS AT 16" O.C. NON-BEARING WDW. OPENING 1/2"=1'-0" WFR-402 3 CRIPPLE STUDS, SIZE AND GAGE TO MATCH WALL FRAMING JAMB, SIZE AND GAGE TO MATCH WALL FRAMINGJAMB, SIZE AND GAGE TO MATCH WALL FRAMING HEADER, REFER TO DETAILS TOP TRACK. SIZE AND GAGE TO MATCH WALL FRAMING BOTTOM TRACK, METAL STUD RUNNER w/ POWDER DRIVEN "RAMSET" PINS @32 " O.C. & 6" FROM ENDS, 2 PINS MIN. PER TRACK (ESR-1799) TYPICAL STUDS, 3-5/8" 20 GA. METAL STUDS AT 16" O.C. NON-BEARING DOOR OPENING 1/2"=1'-0" WFR-403 4 METAL STUD CORNER FRAMING NONE WFR-404 5 SCREWS AS REQUIRED TYPICAL STUDS, 3-5/8" 20 GA. METAL STUDS AT 16" O.C. METAL STUD BOXED HEADER 1"=1'-0" WFR-405 6 BOXED HEADER, SIZE AND GAGE TO MATCH WALL FRAMING SCREWS AS REQUIRED SCREWS AS REQUIREDJAMB, 3-5/8" 20 GA. METAL STUD TRACK PIECE, SIZE AND GAGE TO MATCH WALL FRAMING, SCREWS TO JAMB & BOXED HEADER AS REQUIRED SUPPORT CLIP W/ SCREWS AS REQUIRED METAL STUD HEADER DETAIL 1"=1'-0" WFR-406 7 JAMB, 3-5/8" 20 GA METAL STUDS SUPPORT CLIP w/ SCREWS AS REQUIRED SUPPORT CLIP W/ SCREWS AS REQUIRED HEADER, SIZE AND GAGE TO MATCH WALL FRAMING JACK STUD, 3-5/8" 20 GA METAL STUD EXISTING CRIPPLE STUDS EXISTING JAMB EXISTING JAMB EXISTING HEADER NEW CRIPPLE STUDS, SIZE AND GAGE TO MATCH WALL FRAMING EXISTING TOP TRACK NEW BOTTOM TRACK, METAL STUD RUNNER w/ POWDER DRIVEN "RAMSET" PINS @32 " O.C. & 6" FROM ENDS, 2 PINS MIN. PER TRACK (ESR-1799) EXISTING WALL STUDS, 3-5/8" 20 GA. METAL STUDS AT 16" O.C. INFILL EXIST. DOOR OPENING 1/2"=1'-0" WFR-407 8 TYPICAL BACKING 1"=1'-0" IWL-106 10 ACOUS. PANELS AT STUD WALLS 3"=1'-0" IWL-115M 11 ACOUSTICAL WALL PANELS PER SPECIFICATIONS AND INTERIOR ELEVATIONS 3" PAINTED SHEET METAL SCREWS AT 16" O.C. MAX. EA. WAY TO STUDS OR BACKING, TYP. METAL STUD FRAMING AT 16" O.C., TYP. BEVEL EDGE GYPSUM BOARD PER FINISH SCHEDULE NEW INTERIOR WALL PER PLAN FINISH PER FINISH SCHEUDLE NEW GYPSUM BOARD BER PLAN CUT EXISTING WALL FINISH & GYP. BD. AS NECESSARY TO PREFORM NEW WORK - TRANSITION BETWEEN NEW & EXISTING SHALL BE UNNOTICABLE AFTER FINISH EXISTING METAL STALL WALL ADD STUDS FOR BACKING WHERE NECESSARY NEW TO EXIST. WALL CONNECTION 1"=1'-0" IWL-126m 12 MARKERBOARD / CHALKBOARD 6"=1'-0" IWL-202M 13 4' - 0 " , T Y P . 3' - 0 " , U . O . N . 2" MOUNTING ANGLE, 24" O.C. TOP AND BOTTOM ONLY MAP RAIL MARKERBOARD #12 SHT. METAL SCREWS AT 12" O.C. EXTRUDED ALUMINUM CHALK TRAY GYPSUM BOARD PER ROOM FINISH SCHEDULE METAL STUD BACKING AT EACH MOUNTING ANGLE 10 A2.05 PROJECTION 4" MAX. WALK-OFF ENTRANCE MAT 1/8" = 1'-0" IFL-110 15 EXIST. CONC. SLAB, GRIND AS REQUIRED FOR NEW WALK-OFF MAT. PROVIDE SELF LEVELING CONC. AROUND PERIMETER TO PROVIDE FLUSH TRANSITION. EXIST. CONC. SLAB, GRIND AS REQUIRED FOR NEW WALK-OFF MAT. PROVIDE SELF LEVELING CONC. AROUND PERIMETER TO PROVIDE FLUSH TRANSITION. NOTE:BASIS OF DESIGN IS "CONSTRUCTION SPECILATIES, INC." PEDIMAT M1 WITH ALIMINUM BASE FRAME F.E. ON WALL BRACKET 3/4"=1'-0" IWL-401a 14 MA X . T O O P E R A T I N G M E C H A N I S M 4' - 0 " AB O V E F I N I S H F L O O R 27 " M A X . FINISH FLOOR FIRE EXTINGUISHER WALL BRACKET, FASTENER INTO WALL STUD OR BACKING FIRE EXTINGUISHER PER SPECIFICATIONS PARTIAL HEIGHT WALL 1"=1'-0" IWL-413 16 3' - 6 " , U . N . O . 3" 1' - 6 " 3/16" WALL FINISH PER SCHEDULE 2x6 WOOD STUDS @ 16" O.C. 1/4" PL. 4" x 10" w/ 2-1/2" ⌀ MACHINE BOLTS (COUNTER SINK AT TOP) 3" x 3" STEEL COLUMN AT 6'-0" O.C., MAX. 6" HIGH CONCRETE CURB 1/4" PL., WELD TO COLUMN AS NOTED ABOVE NEW CONCRETE FOOTING, SAWCUT EXISTING SLAB AS REQUIRED 1 32 4 A 1 2 3 4 5 5 P.O. BOX 1120 VISTA, CA 92085-1120 (760) 941-4647 www.mjkarchitecture.com CONSULTANT: MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION PROJECT NAME: PROJECT ADDRESS: 6 6 B C D E AGENCY APPROVAL SHEET NO: SHEET TITLE: COPYRIGHT: PROJECT NO: CAD DWG FILE: DRAWN BY: CHK'D BY: DESCRIPTIONDATEMARK DATE: MJK ARCHITECTURE2022 REV NO: REVISIONS: ... ... ... ... ... ... TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 A2.05 FLOOR PLAN DETAILS 2021-07.02 MJK MJK AUGUST 30, 2022 PLAN CHK. Ma y 9 , 2 0 2 3 It e m # 6 P a g e 2 1 o f 5 0 ----- . /> - ; ~··· _ • _ .•• . • -- - - · • • - - - - j / <. . - I - - -- - - - - - . . _.., -, . -_ ' : ', .. ·, ,- ' , ,.. ., " - r" ' · ' - - · ... · ... · .. -..... ... ·· - - - · · ... · ... · ... . . . . . . . -) ... . . . -- - ... . . . . . ' ... · ... ·· ... . . . - .. . . . . . . ·-·, ... --... . . -_•· ..... . . . . . . . . --~ - : - " " . , . . " ' " " ' · :'. 1 ' •,, + • • l • . - - ' \ , / T - - - ' 7. ' ' I \ " - / \ ... . . -- - ; 'J " l / , ' , - l . l ' I l . - - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - . ·. = • ~ - - ~ - · · , ~ - ~ - - + - ~ - - - ~ , : "' - ' l ' ·= = = = ! = = = = = i ~ = ' ! ' = = = = . , , j .- ~ - . . . . ... -I ., ', ,1 , / f/ .. > ,. = > (I ) 1- - - ' - - 1 . ' <l <l <l < l <l <l .. . H= = = = I I .. . . . ·- .. • l I I ,_ -- ' ' ' ' ' < ." . - - - - - ' - " \ J i ( , , · - - - - - - ; ~ - - - , · \ • \ \ l ' \ \ \ • • . '\ - - ; ; ; ; ; ; ; ; ~ . ,, ; ; ; · . ;; ; ; ; ; ; ; ; ; ; ; ~ - ' - ( \ = = = = · \ \\ , , I ... I I - , , ' . - • 11 r • ' • 111 1 1 , • : U J l 1 : ., ' . ; n 1 r J r __J i l l J l l U , U i i l l l l l ' 1::j : : = 1 : " i " ' = = = " " = i ='= = ' = ' " ' ' = = 1 : " i " " " " " ' - r ~ Level 1 0" E F G 5' - 10 3/4"11 1/4"4' - 10"4' - 10"4' - 10"4' - 10"4' - 10"5' - 10"4' - 10"4' - 10"4' - 10"4' - 10" A5.01 3 TYP. 501 502 503 504 Level 1 0" EFG EQ EQ EQ EQ 2' - 8"2' - 8"3' - 5 3/8"3' - 5 3/8"3' - 5 3/8" FIELD VERIFY FIELD VERIFY EXISTING GLAZING TO BE RE-USED IN THE LOWER WINDOW SECTIONS. NEW OPERABLE WINDOW. USE PORTION OF EXIST. WINDOW GLAZING IF POSSIBLE. NEW HORIZONTAL MULLION505 505 501 506 507 GENERAL NOTES LEGEND KEY 1 A-5.01 ELEVATION REFERENCE NUMBER ARCHITECTURAL SHEET NUMBER WHERE ELEVATION IS SHOWN a b c d TYPICAL ELEVATION ORIENTATION REFERENCE 1. NOT ALL KEY NOTES MAY BE NECESSARILY USED OR REFERENCED. 2. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. MINOR DEVIATIONS MAY OCCUR WITHIN TYPICAL ROOMS AND SHALL BE TREATED AS A SIMILAR CONDITION. 3. REFERENCE SHEET D-9001 FOR TYPICAL CABINET DETAILS. 4. REFERENCE SHEET D-9001 FOR TYPICAL CABINET WALL BACKING DETAILS. WALL BACKING IS REQUIRED AT ALL CABINET LOCATIONS. 5. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING POWER, DATA AND PHONE OUTLETS IN EACH ROOM AND PROVIDE CHASES WITH THE CASEWORK AND GROMMETS AS REQUIRED TO ACCOMODATE THEIR EXACT LOCATIONS. 6. AT ACCESSIBLE SINK LOCATIONS, PROVIDE DISABLED ACCESS BEHIND CABINET DOORS; 27" MIN. HEIGHT CLEARANCE FROM FLOOR TO UNDERSIDE OF COUNTER, SINK OR OBSTRUCTION; 32" MIN. WIDTH CLEAR SPACE. INSULATE HOT WATER AND WASTE PIPES WHERE OCCURS. NO TOE KICK AT CASEWORK FOR WHEELCHAIR ACCESS. HEIGHT TO TOP OF CONTERTOP IS 34" TYPICAL. REFER TO DETAIL 9 ON SHEET D-9001. 7. ACCESSIBLE WORK STATIONS -27" MIN. HEIGHT CLEARANCE FROM FLOOR TO UNDERSIDE OF COUNTERTOP/KEYBOARD TRAY WITH 30" MIN. WIDTH CLEAR SPACE, AND 19" DEEP PER CBC SECTION 1122B.3. 8. (N.I.C.) INDICATES NOT IN CONTRACT AND IS EITHER BEING PROVIDED BY THE OWNER OR IS PART OF THE MAIN CAMPUS MODRNIZATION PROJECT (A#04-110217) 4' - 10" 1' - 0 1 / 2 " 5' - 3 1 / 2 " 1' - 1 0 1 / 8 " 7' - 1 5 / 8 " 8' - 2 1 / 8 " 120V ELEC. OUTLET AT +18" ARGON GAS OUTLET MIXED GAS OUTLET METAL WELDING TABLE BY OWNER (REDUCED IN WIDTH TO 55") WELDING BOOTH BACK PANEL (12 GA. DOUBLE PANEL) WELDING BOOTH FRONT TOP RAIL CROSS HATCHING INDICATES AREA FOR WALL MOUNTED FUME EXTRACTOR 120V ELEC. OUTLET AT + 7'-6" 120V ELEC. OUTLET AT +7'-6" CROSS HATCHING INDICATES BOOTH MOUNTED WORK LIGHT 1.5 KVA ENCAPSULATED BUCK BOOST TRANSFORMER 60 AMP / 2P DISCONNECT 40 AMP ELEC. OUTLET AT +18" 5' - 9 " Level 1 0" BC 2' - 10 3/8" 4' - 0"4' - 0"4' - 0"4' - 0" 2' - 6 " 1' - 8 " 2' - 1 0 " 4' - 0"4' - 0"4' - 0"4' - 0"2' - 10 3/8" +/- 48 102 3324 L 48 102 3324 L 48 102 3324 L 48 155 3324 48 302 3013 L 48 302 3013 L 48 302 3013 L 48 302 3013 L 501 524527 528 1 32 4 A 1 2 3 4 5 5 P.O. BOX 1120 VISTA, CA 92085-1120 (760) 941-4647 www.mjkarchitecture.com CONSULTANT: MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION PROJECT NAME: PROJECT ADDRESS: 6 6 B C D E AGENCY APPROVAL SHEET NO: SHEET TITLE: COPYRIGHT: PROJECT NO: CAD DWG FILE: DRAWN BY: CHK'D BY: DESCRIPTIONDATEMARK DATE: MJK ARCHITECTURE2022 REV NO: REVISIONS: ... ... ... ... ... ... TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 A5.01 INTERIOR ELEVATIONS 2021-07.02 MJK MJK AUGUST 30, 2022 PLAN CHK. 3/8" = 1'-0" 1 Elevation 53 - b 3/8" = 1'-0" 2 Elevation 53 - d 1/2" = 1'-0" 3 Elevation - Welding Booth INTERIOR ELEVATIONS KEY NOTES Key Value Keynote Text 501 EXISTING WALL FINISH TO REMAIN. REFER TO ROOM FINISH SCHEDULE. 502 EXISTING DOOR, FRAME AND HARDWARE TO BE RELOCATED AND RE-INSTALLED AT THIS LOCATION. REFER TO KEY NOTES ON SHEET A2.00 - DEMOLITION FLOOR PLAN AND NEW WORK FLOOR PLAN ON SHEET A2.01. 503 EXISTING FIRE EXTINGUISHER ON METAL WALL BRACKET TO BE RELOCATED TO THIS LOCATION. CONTRACTOR TO VERIFY EXTINGUISHER IS CHARGED AND OPERATIONAL. FIRE EXTINGUISHER BRACKETS TO COMPLY WITH CBC SECTION 906.7. REFER TO DETAIL 14/A2.05. 504 NEW FURRED WALL WITH NEW FINISH PER ROOM FINISH SCHEDULE. REFER TO WALL SCHEDULE ON SHEET A2.01 - NEW WORK FLOOR PLAN. 505 EXISTING FIXED GLASS WINDOW TO MODIFIED. REMOVE EXISTING GLAZING (TO BE RE-USED) AND INSTALL NEW HORIZONTAL MULLION TO MATCH EXISTING. INSTALL NEW OPERABLE WINDOW SECTION IN THE TOP SECTION AS SHOWN. 506 NEW ELECTRICAL OUTLETS, REFER TO ELECTRICAL DRAWINGS, TYPICAL. 507 NEW SURFACE MOUNTED CONDUIT AT EXISTING TILT-UP CONCRETE WALL. PAINT TO MATCH WALL COLOR, TYPICAL. 524 NEW CASEWORK AND COUNTERTOP, REFER TO CASEWORK SCHEDULE ON SHEET A5.02. 527 NEW COUNTERTOP SINK. REFER TO PLUMBING DRAWINGS. 528 AT ACCESSIBLE SINK LOCATIONS, PROVIDE DISABLED ACCESS BEHIND CABINET DOORS; 27" MIN. HEIGHT CLEARANCE FROM FLOOR TO UNDERSIDE OF COUNTER, SINK OR OBSTRUCTION; 32" MIN. WIDTH CLEAR SPACE. INSULATE HOT WATER AND WASTE PIPES WHERE OCCURS. NO TOE KICK AT CASEWORK FOR WHEELCHAIR ACCESS. HEIGHT TO TOP OF CONTERTOP IS 34" TYPICAL. REFER TO GENERAL NOTE #6 0N SHEET A5.01. 3/8" = 1'-0" 4 Elevation 7 - d Ma y 9 , 2 0 2 3 It e m # 6 P a g e 2 2 o f 5 0 i - - - - - - - - ' I I I I I ,L p - = - - - - - - - I I I I I I .L ii ] - - - - - - - I I I I p I I L - - - - - - - - I 0 - -- - ~ - + - - - - - I - - I p I I I L - - - - - - - - ~ I _ _ _ - - = : ~ f - -!= +- - -1-, ;c 'e ; b : - = - -- - - l : ! = = = l = = = = = = = = ; ; ~ ~ - - - - - - 1 - - 1 - 1 - - 1 - - I I p I I I .I - - - 1 I I 1 P I I l - - - 1 I I 1 P I I l - - - 1 I I 1 P I I r -- - - - - - - - - - ~ ~ - - ~ 0 - - - - ' ' ~ - - - I I • I I I CD _ • I p I I I • I L I I I I! ] I I i ! I • I • I • I • I I - - ~ - - - L• - • - • - • - • - • - • - • - • - _J - □ / 0 - - -6 --- - - - " ' ,I ) , .. r 7 C ~ I r - - f 0 .. 0 c, J c, J c, J ,_ - C7 -- -_ c, J ' -- ~ '- - .... . . . : 1 , . . : . _ ' ' I' - -~ ~ c, J ~ '- - -- f - '- , - ' - - -- LJJ 0 ' • ' -- -- c, J - ·c , - - ,- . 0 - - - - - ~ - .- - c, J 0 ' • 1 ~ / 0 <l <l <l < l <l <l \ I }' }' / t ' ' ' -~ .. •, . -- " -- - -_ -- - ---• ~ D -- - - - - -- '_ · _ ·_ .. - -- - -- - - - - ' - /1 \ / \ ~- ~ " r ' ' -- / / \ I / ' / \ _- ,, / V - - ' " ~- - / ~ \ I . - - ' ~ I - - - ' o \ \ \ / -- ' / - - ' - I / ' / \ / -- ' - - ' / l L/ / ' / 1 \ , I ' -- ;' / \\ / \ / ', ' ' I -- ' -- i I ~- - ~ - ~ I - - I _/ ~ -- -- ' ,_ ' / \\ -- - ' - - I / ' \ ' / ,_ \ / !_ I / ', i - ' / : /1 / L/ / 1 1 1 \ , ' - - \ ' • \ - -' - -- ' - I ~- - ,- // - I - \ - ' ' • I \\ -- ' - I / \ - ' - - \ / - ', i ' / /1 / L/ / ' \1 \ \ ,, ' -_ \ ' - --- • \ -' - -- - I ~- - - - - ' I - \ I / - ' \ ' \\ - ' - - ' - \ I / \ // \\ / / \ . ._ ' / " ' " c, J Level 1 0" 2 6' - 4" 7' - 2 " 9 C 508 509 510 511 512 513 525 523 524 526 Level 1 0" C D E 514 515 516 517 518 518 519 Level 1 0" 2 7' - 0 " 48 400 8424 48 400 8424 4' - 0"4' - 0"1' - 0" 9B 15' - 8 1/2" 520 502 521 522 Level 1 0" CD 42 155 332448 176 3324 L 3' - 6"4' - 0" 2' - 1 0 " 2' - 1 0 " 3' - 6 " 523 524 525 GENERAL NOTES LEGEND KEY 1 A-5.01 ELEVATION REFERENCE NUMBER ARCHITECTURAL SHEET NUMBER WHERE ELEVATION IS SHOWN a b c d TYPICAL ELEVATION ORIENTATION REFERENCE 1. NOT ALL KEY NOTES MAY BE NECESSARILY USED OR REFERENCED. 2. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. MINOR DEVIATIONS MAY OCCUR WITHIN TYPICAL ROOMS AND SHALL BE TREATED AS A SIMILAR CONDITION. 3. REFERENCE SHEET D-9001 FOR TYPICAL CABINET DETAILS. 4. REFERENCE SHEET D-9001 FOR TYPICAL CABINET WALL BACKING DETAILS. WALL BACKING IS REQUIRED AT ALL CABINET LOCATIONS. 5. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING POWER, DATA AND PHONE OUTLETS IN EACH ROOM AND PROVIDE CHASES WITH THE CASEWORK AND GROMMETS AS REQUIRED TO ACCOMODATE THEIR EXACT LOCATIONS. 6. AT ACCESSIBLE SINK LOCATIONS, PROVIDE DISABLED ACCESS BEHIND CABINET DOORS; 27" MIN. HEIGHT CLEARANCE FROM FLOOR TO UNDERSIDE OF COUNTER, SINK OR OBSTRUCTION; 32" MIN. WIDTH CLEAR SPACE. INSULATE HOT WATER AND WASTE PIPES WHERE OCCURS. NO TOE KICK AT CASEWORK FOR WHEELCHAIR ACCESS. HEIGHT TO TOP OF CONTERTOP IS 34" TYPICAL. REFER TO DETAIL 9 ON SHEET D-9001. 7. ACCESSIBLE WORK STATIONS -27" MIN. HEIGHT CLEARANCE FROM FLOOR TO UNDERSIDE OF COUNTERTOP/KEYBOARD TRAY WITH 30" MIN. WIDTH CLEAR SPACE, AND 19" DEEP PER CBC SECTION 1122B.3. 8. (N.I.C.) INDICATES NOT IN CONTRACT AND IS EITHER BEING PROVIDED BY THE OWNER OR IS PART OF THE MAIN CAMPUS MODRNIZATION PROJECT (A#04-110217) TYPICAL CABINET DESIGNATION L L L 7' - 0 " WI 402 4' - 0"WIDTH DIMENSION WOODWORK INSTITUTE REFERENCE NUMBER "L" INDICATES LOCK LOCATIONS ACTUAL HEIGHT DIMENSION A-5.04 A-5.04 A5.04 8 56 LEGEND KEY 102 L 3633 24 CASEWORK REFERENCE TAG WOODWORK INSTITURE REFERENCE NUMBER (CABINET DESIGN SERIES) "L" INDICATES TO PROVIDES LOCKS FOR CABINET(S) CABINET WIDTH DIMENSION CABINET HEIGHT DIMENSION CABINET DEPTH DIMENSION 1 A-5.01 ROOM FINISH SCHEDULE ELEVATION REFERENCE NUMBER ARCHITECTURAL SHEET NUMBER WHERE ELEVATION IS SHOWN a 2 b 3 c d 4 TYPICAL INTERIOR ELEVATION ORIENTATION REFERENCE 1.5 2.53.5 4.5 Level 1 0" 2 48 155 3324 48 176 3324 L 4' - 0"2' - 0" 2' - 1 0 " 524 1 32 4 A 1 2 3 4 5 5 P.O. BOX 1120 VISTA, CA 92085-1120 (760) 941-4647 www.mjkarchitecture.com CONSULTANT: MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION PROJECT NAME: PROJECT ADDRESS: 6 6 B C D E AGENCY APPROVAL SHEET NO: SHEET TITLE: COPYRIGHT: PROJECT NO: CAD DWG FILE: DRAWN BY: CHK'D BY: DESCRIPTIONDATEMARK DATE: MJK ARCHITECTURE2022 REV NO: REVISIONS: ... ... ... ... ... ... TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 A5.02 INTERIOR ELEVATIONS 2021-07.02 MJK MJK AUGUST 30, 2022 PLAN CHK. 3/8" = 1'-0" 1 Elevation 9 - a 3/8" = 1'-0" 2 Elevation 9 - b 3/8" = 1'-0" 3 Elevation 9 - c 3/8" = 1'-0" 4 Elevation 9 - d INTERIOR ELEVATIONS KEY NOTES Key Value Keynote Text 502 EXISTING DOOR, FRAME AND HARDWARE TO BE RELOCATED AND RE-INSTALLED AT THIS LOCATION. REFER TO KEY NOTES ON SHEET A2.00 - DEMOLITION FLOOR PLAN AND NEW WORK FLOOR PLAN ON SHEET A2.01. 508 MODIFICATIONS TO EXISTING STOREFRONT GLAZING TO PROVIDE NEW PAIR OF SWINGING STOREFRONT DOORS (CONTINUOUS HINGES) WITH PANIC HARDWARE. PROVIDE NEW VERICAL MULLION AS SHOWN TO MATCH EXISTING. 509 EXISTING VERTICAL MULLION TO BE REMOVED. 510 PORTION OF EXISTING SILL MULLION TO BE REMOVED. 511 NEW WALK-IN COOLER TO BE PROVIDED AND INSTALLED UNDER A SEPARATE CONTRACT. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ROUGH-IN REQUIRED UNDER THJIS CONTRACT. 512 NEW CARBON WATER FILTER. 513 NEW GAS TANKLESS WATER HEATER. 514 NEW 2-COMPARTMENT UTILITY SINK. 515 SHELVING UNIT PROVIDED BY THE OWNER. 516 NEW KEG WASHING CART PROVIDED BY THE OWNER. 517 NEW "ACORN" MODEL NO. 8186-SSLF RECESSED COLD WATER HOSE BIBB BOX. 518 NEW "ACORN" MODEL NO. 8186-SSLF RECESSED HOT & COLD WATER HOSE BIBB BOX. 519 48"x48" PEG BOARD PROVIDED BY THE OWNER. 520 NEW TALL OPEN SHELVING CASEWORK, REFER TO CASEWORK SCHEDULE ON SHEET A5.02. 521 NEW 12'-0" X 4'-0" MARKERBOARD PER SPECIFICATIONS. 522 NEW PROJECTION SCREEN PER SPECIFICATIONS. 523 NEW 3-COMPARTMENT SINK. 524 NEW CASEWORK AND COUNTERTOP, REFER TO CASEWORK SCHEDULE ON SHEET A5.02. 525 NEW PARTIAL HEIGHT WALL. REFER TO WALL SCHEDULE ON SHEET A2.01 AND DETAIL 16 ON SHEET A2.05. 526 BEER TAPS PROVIDED BY THE OWNER. 3/8" = 1'-0" 5 Elevation 9 - b1 CASEWORK SCHEDULE Room: Number Room: Name WI Reference Number Assembly Description Count Description Depth Height Width 7 7 Flex Lab 102 Fixed Casework 1 Base Cabinet w/o Drawers 2' - 0" 2' - 9 1/4" 4' - 0" 7 Flex Lab 102 Fixed Casework 1 Base Cabinet w/o Drawers 2' - 0" 2' - 9 1/4" 4' - 0" 7 Flex Lab 102 Fixed Casework 1 Base Cabinet w/o Drawers 2' - 0" 2' - 9 1/4" 4' - 0" 7 Flex Lab 155 Fixed Casework 1 Base Cabinet w/o Drawers 2' - 0" 2' - 9 1/4" 4' - 0" 7 Flex Lab 302 Fixed Casework 1 Wall Hung Cabinet 1' - 0 1/2" 2' - 6" 4' - 0" 7 Flex Lab 302 Fixed Casework 1 Wall Hung Cabinet 1' - 0 1/2" 2' - 6" 4' - 0" 7 Flex Lab 302 Fixed Casework 1 Wall Hung Cabinet 1' - 0 1/2" 2' - 6" 4' - 0" 7 Flex Lab 302 Fixed Casework 1 Wall Hung Cabinet 1' - 0 1/2" 2' - 6" 4' - 0" 7 Flex Lab Counter Top w Sink Fabricated Cabinets & Counters 1 2' - 1" 2' - 10" 9 9 Brew Tech Lab 155 - No Doors - Solid Top Fixed Casework 1 Base Cabinet w/o Drawers 2' - 0" 2' - 8 1/2" 4' - 0" 9 Brew Tech Lab 155 - No Doors - Solid Top Fixed Casework 1 Base Cabinet w/o Drawers 2' - 0" 2' - 8 1/2" 3' - 6" 9 Brew Tech Lab 176 Fixed Casework 1 Base Cabinet w/o Drawers 2' - 0" 2' - 8 1/2" 4' - 0" 9 Brew Tech Lab 400 Fixed Casework 1 Tall Storage Cabinet 2' - 0" 7' - 0" 4' - 0" 9 Brew Tech Lab 400 Fixed Casework 1 Tall Storage Cabinet 2' - 0" 7' - 0" 4' - 0" 9 Brew Tech Lab Counter Top-Island Fabricated Cabinets & Counters 1 2' - 6" 2' - 10" 9 Brew Tech Lab Counter Top-Island Fabricated Cabinets & Counters 1 2' - 6 3/4" 2' - 10" Grand total: 16 16 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 2 3 o f 5 0 0 L.: . J LJ 0 - - LJ n 0 I! ! ) I! ! ) / ' '. ,- - - - , ~ ' - , H f - + ~ .. . .. .. •, • . .-· . , . .. , .. ' . . ,. [l , J [l , J [l , J 0 - - n n - - - - - - - - , , , , □ , , , , , , , . <l <l <l < l <l <l \ I ' i 1 I [l , J - - , ' , ' ' ' 0 ' ' ' ' ' A ' ' ' ' I' I' r r r r ~ r ~ ' e r r ' ' ~ r - - [l , J 'e I • I I 1 1 2 2 3 3 4 4 5 5 6 6 7 7 A A B B C C D D E E F F G G H H J J DASHED LINE INDICATES BOUNDARIES OF THE AREA OF DEMOLITION WORK DEMOLITION CEILING PLAN LEGEND EXIST. ACOUSTICAL TILE CEILING IN SUSPENDED T-BAR GRID TO BE REMOVED 5/8" GYPSUM BOARD CEILING OR INTERIOR PLASTER CEILING TO BE REMOVED 7/8" EXTERIOR CEMENT PLASTER TO REMAIN EXISTING EXTERIOR CEMENT PLASTER TO BE REMOVED SUSPENDED FLUORESCENT LIGHT FIXTURE TO BE REMOVED SURFACE OR RECESS MOUNTED LIGHT FIXTURE TO BE REMOVED FLUORESCENT STRIP LIGHT FIXTURE TO BE REMOVED RECESSED DOWNLIGHT TO BE REMOVED SUPPLY AIR DIFFUSER TO BE REMOVED RETURN OR EXHAUST AIR GRILLE TO BE REMOVED SUPPLY AIR DIFFUSER TO BE REMOVED RELIEF GRILLE TO REMAIN EXIST. ACOUSTICAL TILE CEILING IN SUSPENDED T-BAR GRID TO BE REMAIN. SHEET OF SHEET TITLE COPYRIGHT: PROJECT NO: CAD DWG FILE: DRAWN BY: CHK'D BY: DESCRIPTIONDATEMARK CONSULTANTS 1 A B C 32 4 D E 1 2 3 4 5 6 5 6 DSA APPROVAL STAMP: IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES AC DATE 04 - 113845 FLS SS FILE NO: 37-C2 DATE: MJK ARCHITECTURE2014 1 Barnard Drive Oceanside, CA 92056 - - - - - - DSA PLAN CHECK CORRECTIONS10/21/141 ASI 04 REVISIONS01/14/154 ... ... ... ... ARCHITECTURE P.O. BOX 1120 VISTA, CA 92085-1120 (760) 941-4647www.mjkarchitecture.com C:\Users\mike\OneDrive - MJK Architecture\MJK Current Projects\CAD\2021-07 - MCC Arch Services FY 2021-2022\2021-07-02 - Landes Center to TCI\ConstrDocs\2021-07.02 - Landes Center to TCI - 2023.rvt A7.00 DEMOLITION REFLECTED CEILING PLAN 2021-07.02 MJK MJK TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS AUGUST 30, 2022 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 N o r t h 3 6 .2 1 ° PL A N N O R T H 1/8" = 1'-0" A DEMOLITION REFLECTED CEILING PLAN Ma y 9 , 2 0 2 3 It e m # 6 P a g e 2 4 o f 5 0 . , 0 - - 0 - - 0 - - 0 - - 0 - - 0 - - 0 - - \i \ _;\ + - + - ' - + _L _ ' i - - - - - - - j 1 \ : \\ _ f- -- + -- - - , - -- + ~ c-- - - c i -- - - - 1 f- - f-_.~~ - + _,~- - - j r- 1 - - - r _T - + __ +- - - j ~-+ - + __ -+ -,I - __ -- - i 1- -- + ,-_ ; ~ i ,-_ ; ~. --- - 1 - - - 1 1 1 - - - + - + - --J j f-t - -t - _+- + + __ + + + _-l - ---1 1 [\ . \/ •1 - --- - 1 ' -- " - • _ - J - _ L, __ _ : i - _j 1.,/ - --. . ·.,- • •.,_ , .. . '. , - / '. , - / ·,_ , ·.,_ , ·,_ , - T I I I I ------ - D I --- I._ \ \ \ \. 1\ /-/ · H -- - - + - - + - - - , /_ , 1------t---4 - ~:.✓ -- - - 1 - - - - j 'I I\\ \\ \ ,_ ,-- , I ,\\ _ \ \ \1\-f- - - - - ___ _ _ L _ _ --- • • : : ' = < "-- - - 1 __ , _ ~ -·- = c 'c L .] _ _ Lr: : ' ~ • LI _ _ I\ \\ I\\ _\_\ ) --: : : i ~ J - -J - ----- -J - 1\\ : \ - 1\i \ \ < □ I- I I ' y - -t - - - + - '• , , , f ,. \ / / ' ' ' v / .• , I /• , , , \j/ t - \/\ / . l- - + + - + - 4 - - - - - 1 - - - - - - - - 1 - - - 4 - - - - l - l l ' ; I ~M ~ l - ~ 1 ~ - - - - ~ - , - - 7 - ~ - - ~ ~ ~ - - - I I Hr i , ~ ~ \\ - r, . 1 , _ _ I - I :\\ I J - ... . . ... . . - ' - I t- ... . . >-< ' @] @]- . _, ) - - ,7 - - 1 @] @]- >.C : >-( - > I ... . . D ... . . ' - -- I I ' I I - i ,I ' ; i - I _- -- • . - - _, • < < I ... . . - - 1: - - : - ... . . I - ,_ ' - f --f --f -- f - r:- ; - 1 ' - --- -- -- -- W--c - - ' - ~\ / -- ' - ,f \ ·; . ) ~ ~ ~ ~ ~ : { ( \ } 1- - - - - - - - - - - - 1 - - - - - - - - _J 0 u 0 u --- - - -- \- - --- ---- --- - - - ' - - ,: _ ,_ ' - < I , - 1 ' ' ' ' L _ J rn -- - 0 -- - 0 -- - 0 -- - 0 -- - 0 -- - 0 -- - 0 OS OS WAP NOTE: REFER TO THE FLOOR PLANS (WALL LEGEND) FOR INDICATION OF WALL CONSTRUCTION. CEILING PLAN LEGEND NEW ACOUSTIC TILE CEILING IN 24"x48" SUSPENDED T-BAR GRID NEW ACOUSTIC TILE CEILING IN 24"x24" SUSPENDED T-BAR GRID 5/8" GYPSUM BOARD CEILING (PROVIDE TYPE 'X' AT 1 HOUR RATED SPACES) NEW 7/8" CEMENT PLASTER SOFFIT SUSPENDED FLUORESCENT LIGHT FIXTURE (REFER TO ELECTRICAL DRAWINGS) SURFACE OR RECESS MOUNTED LIGHT FIXTURE (REFER TO ELECTRICAL DRAWINGS) FLUORESCENT STRIP LIGHT FIXTURE (REFER TO ELECTRICAL DRAWINGS) RECESSED DOWNLIGHT (REFER TO ELECTRICAL DRAWINGS) SUPPLY AIR DIFFUSER (REFER TO MECHANICAL DRAWINGS) RETURN OR EXHAUST AIR GRILLE (REFER TO MECHANICAL DRAWINGS) DRIP SCREED AT PLASTER SOFFIT EDGE -REFER TO DETAIL 3/A6.03 VENT SCREED -REFER TO DETAIL 1/A6.03 EXHAUST FAN / RELIEF AIR DIFFUSER (REFER TO MECHANICAL DRAWINGS) FINISH CEILING HEIGHT -WHERE NOT NOTED CEILING HEIGHT SHALL BE PER FINISH SCHEDULE, SHEET A9.0110'-0" EXISTING ACOUSTIC TILE CEILING IN 24"x48" SUSPENDED T-BAR GRID TO REMAIN EXISTING ACOUSTIC TILE CEILING IN 24"x24" SUSPENDED T-BAR GRID TO REMAIN GENERAL NOTES 1. NOT ALL KEY NOTES MAY BE NECESSARILY USED OR REFERENCED. 2. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. MINOR DEVIATIONS MAY OCCUR WITHIN TYPICAL ROOMS AND SHALL BE TREATED AS A SIMILAR CONDITION. 3. REFER TO SHEET A7.02 FOR TYPICAL "SUSPENDED ACOUSTICAL CEILING NOTES". 4. REFER TO THE CEILING SCHEDULE AND THE SPECIFICATIONS FOR LOCATIONS AND DESCRIPTION OF VARIOUS ACOUSTICAL CEILING TYPES. 5. REFERENCE DETAIL 11/A7.02 FOR TYPICAL SUSPENDED CEILING LAYOUT. 6. REFER TO DETAILS 3 & 4/A7.02 FOR PERIMETER ANGLE ATTACHMENT. 7. REFERENCE DETAIL 10/A7.02 FOR LIGHT FIXTURE ATTACHMENT. 8. REFERENCE DETAILS ON SHEET A7.02 FOR HANGER WIRE ATTACHMENTS. 9. PROVIDE ACCESS PANEL WITHIN GYPSUM DRYWALL CEILING WHERE REQUIRED TO ACCESS MECH. / PLUMB. EQUIPMENT LOCATED ABOVE THE CEILING. 10. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 11. SUSPENDED CEILINGS ARE ILLUSTRATED WITHOUT FULL HEIGHT OR UPPER CABINETS INDICATED. CASEWORK OCCURS BELOW CEILINGS. 12. REFERENCE ELECTRICAL DRAWINGS FOR LOCATIONS OF HEAT DETECTORS, SPEAKERS, EXIT LIGHTS, OCCUPANCY SENSORS, ETC. 1 1 2 2 3 3 4 4 5 5 6 6 7 7 A A B B C C D D E E F F G G H H J J DASHED LINE INDICATES BOUNDARIES OF THE AREA OF NEW WORK 15' - 8 1/2" SHEET OF SHEET TITLE COPYRIGHT: PROJECT NO: CAD DWG FILE: DRAWN BY: CHK'D BY: DESCRIPTIONDATEMARK CONSULTANTS 1 A B C 32 4 D E 1 2 3 4 5 6 5 6 DSA APPROVAL STAMP: IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES AC DATE 04 - 113845 FLS SS FILE NO: 37-C2 DATE: MJK ARCHITECTURE2014 1 Barnard Drive Oceanside, CA 92056 - - - - - - DSA PLAN CHECK CORRECTIONS10/21/141 ASI 04 REVISIONS01/14/154 ... ... ... ... ARCHITECTURE P.O. BOX 1120 VISTA, CA 92085-1120 (760) 941-4647www.mjkarchitecture.com C:\Users\mike\OneDrive - MJK Architecture\MJK Current Projects\CAD\2021-07 - MCC Arch Services FY 2021-2022\2021-07-02 - Landes Center to TCI\ConstrDocs\2021-07.02 - Landes Center to TCI - 2023.rvt A7.01 NEW WORK REFLECTED CEILING PLAN 2021-07.02 MJK MJK TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS AUGUST 30, 2022 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 N o r t h 3 6 .2 1 ° PL A N N O R T H 1/8" = 1'-0" A NEW WORK REFLECTED CEILING PLAN Ma y 9 , 2 0 2 3 It e m # 6 P a g e 2 5 o f 5 0 0 0 0 0 0 0 0-- 0 0 0 .0-- I t / > > -•~~· -•~~ .. ••· 1-;1:•~(::'.:f ,;'._(_; 0 [ J 0 ,•:_:.:,:-:t-··"' c:J] ---·--c:J] ---·--J ): J ): 0 I ,. .--··'·· I o ).J~+~'::., .. >JI fDll I f: , 1;,',; ' '.~:-; ·-;:. ~ I~,,-, / / / 0/ ,i ; 111 I I 11 I I : 0 :,c; 0 (~t >J 'C.. h 1i---' 1~0 //~''-c'l?2~ ~ /•• c e---+~-,~-+-l1_;-_u~.-o I :I• --,---,,?,:',(;\[l j I lit 'f J · ~ .J • 1 ;: --<Z I xz ! > 1 I] --~ • < '--;-"-1;, ;-,-·I ,I I ,I I . 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I l:'(/:/{il ~, I l i i i i l i l i l i i er .. {fl · , 1•. ,,,,:. :,;----<-", -',-;'] I _ I I I I I I I I "I ', ·1 , , , , " .!.:: .. /i,;__ 1),;JI I I),;[ I 11 .;11 111 llrrl II I I 11-l l12'.11X L r I • nr~ u ~ I C C 77 ~J.11 • ::<;:;:: -• = _ • ; 1 1 1 1 I --:"~5 ;,; -", ' J · ... ( /:/:??i'.: I .(\ I I O :;;~:; O • ;c_ u I I I -' >, ' '·'@[--·• ----" I I "" --;.-·):-. .:_;:, : ',. :j ·/ ·;~.'-.:}.::~,~:"::.o/:'.:· :.\'~ ~} :\::.~·; ·. -<_Ci_••o s ~ • -·,-.-;;'..) -'· ,' .-,) r .I X l r·, . _ _,, • ...._f,,. -,.-, \\}\ I ~:;f.;!; ;.C:\{{jl _I II', ·,." / ,),, _\ J l r·, . _ _,, . ...._.,_, __ . , , J D == /_,,, ··1·•" -'\ A .. --/ 0 0 0 0 0 0 ---0 0 0 ++ m ++ m I I 1::·/ .::1 ':>,:•:_<'. -\_-~.--:::~ ~ ~ f-o--1 0 IXI [2J [2J L7 MJ M!RACOSTA COLLEGE © METAL SUSPENDED CEILING NOTES 12"=1'-0" ICL-100 24 3" M I N . WOOD JOIST OR BLK'G, SEE STRUCTURAL. 2-#12 SCREWS AT WOOD OR 3/16" DIA. ANCHOR AT CONCRETE / STEEL COMPRESSION STRUT; 3-5/8" METAL STUD, 20 GA., MAX. HGT. 10'-0" EQUAL TO USG3625J20 lx=0.541 in4; Sx=0.293in3; rx=1.429in; ly=0.085in4; Sy=0.082in3; ry=0.62in. STELL YIELD STRESS=4OKSI INSTALL STRUT VERTICAL COMPRESSION STRUT; 3-5/8" METAL STUD, 20 GA., MAX. HGT. 10'-0" EQUAL TO USG3625J20 lx=0.541 in4; Sx=0.293in3; rx=1.429in; ly=0.085in4; Sy=0.082in3; ry=0.62in. STELL YIELD STRESS=4OKSI INSTALL STRUT VERTICAL BRACING WIRE 2" (MAX.) TO CROSS RUNNER 2-#12 SELF-DRILLING SELF-TAPPING SCREWS MAIN RUNNER NOTCH COMPRESSION STRUT AS REQUIRED TO ALLOW INSTALLATION OVER CROSS RUNNERS CROSS RUNNER COMPRESSION STRUT 3"=1'-0" ICL-101 1 12 GAUGE WIRE. TYP. HANGER WIRE: 3 TIGHT TURNS BRACING WIRE: 4 TIGHT TURNS AT BOTH ENDS OF WIRE. TYP.1-1/ 2 " M A X . TYPICAL WIRE TWIST 3"=1'-0" ICL-102 2 3x WOOD OR METAL STUD BLOCKING AT 24" O.C. 12 GA. HANGER WIRE MIN. 3 TIGHT TURNS IN 1-1/2" ACOUSTIC CEILING PANEL MAIN OR CROSS RUNNER POP RIVET-SEE SPECS. WALL ANGLE. WALL CONN.-ANCHOR TO STRUCTURAL ELEMENT REFER TO DETAIL 8" MAX. OR-1/4 OF THE LENGTH OF THE END RUNNER WHICHEVER IS LEAST 6 A7.02 1" ANCHORED EDGE OF CEILING 6"=1'-0" ICL-103 3 3/4" FOR TYP. NOTES, REFER TO DETAIL SPACERS MAY BE SLOTTED ANGLES OR CHANNELS WITH "DIAMOND POINTS" OF SPRING STEEL WHICH SNAP TIGHT TO PREVENT MOVEMENT OF STRUT. SPACERS MAY BE SLOTTED ANGLES OR CHANNELS WITH "DIAMOND POINTS" OF SPRING STEEL WHICH SNAP TIGHT TO PREVENT MOVEMENT OF STRUT. CHANNELCHANNEL 2x WOOD OR METAL STUD BLOCKING SLOTTED ANGLE SPACER w/HORIZ. 6d RINGSHANK NAIL (NAIL AT ENDS OF HORIZ. STRUTS ARE TO BE PLACED W/ NAIL HEAD TOWARDS AND SPAN OF STRUT.) ALTERNATE LOCATION W/O NAIL, NOTCHING PERMITTED ONLY AT RUNNER 12 A7.02 ANGLE WALL NON-ANCHORED EDGE OF CLG.6"=1'-0" ICL-104 4 "ARMSTRONG" BERC 2 CLIP PER DETAIL 9 A7.02 ATTACHMENT @ C.M.U. ATTACHMENT @ METAL STUDS 1" 2" #6 SHEET METAL SCREW INTO 3x WOOD OR METAL STUD BLOCKING AT 24" O.C. CLG. PANEL #6 SHEET METAL SCREW INTO LEAD SHIELD AT 24" O.C. NEOPRENE WASHER TYPICAL WALL ATTACHMENT 6"=1'-0" ICL-105 5 (3)-1-1/2"X9 GA. STAPLES OR 3 STRONGHOLD "J" NAILS AT EACH WIRE LOOP (TYP.) HANGER WIRE BRACING WIRE WOOD JOIST OR RAFTER-2X BLK'G. WITH (2) 16d COMMON NAILS EA. END BRACING WIREBRACING WIRE HANGER WIRE WOOD JOIST OR RAFTER WOOD JOIST OR BLOCK 1" MIN. TYP. WIRE CONNECTIONS 6"=1'-0" ICL-107 6 2" M I N . 1-1/ 2 " MA X DIMENSION GREATER THAN 1/2" (CONDITION SHOWN AT WD. JOIST/RAFTER) HANGER WIRE: 3 TIGHT TURNS BRACING WIRE: 4 TIGHT TURNS 12 GA. WIRE TYPICAL SADDLE TIE 6"=1'-0" ICL-111 7 12 GA. HANGER WIRE, SEE MIN. 3 TIGHT TURNS IN 1-1/2" CROSS RUNNER ACOUSTIC CEILING PANEL MAIN RUNNER 2 A7.02 HANGER WIRE CONN. TO GRID 6"=1'-0" ICL-119 8 "ARMSTRONG" BERC 2 CLIP 3"=1'-0" ICL-110 9 1-1/2" 1-5/8"2" PRELUDE GRID SYSTEM BERC 2 BERC 2 SILHOUETTE GRID SYSTEM BERC 2 SUPRAFINE GRID SYSTEM BERC 2 INTERLUDE GRID SYSTEM NOTE: CONSULT CODE FOR SEISMIC APPLICATION & CODE OFFICIAL FOR APPROVAL BERC2 - BEAM END RETAINING CLIP 2 WITH PRELUDE GRID BERC2 - BEAM END RETAINING CLIP 2 WITH INTERLUDE GRID BERC2 - BEAM END RETAINING CLIP 2 WITH SILHOUETTE GRID BERC2 - BEAM END RETAINING CLIP 2 WITH SUPRA FINE GRID "ARMSTONG" BERC 2 CLIP PER ICC-ES EVALUATION REPORT ESR-1308 (2)-12 GA. SLACK WIRES TO FIXTURE HOUSING. LOCATE AT OPPOSITE DIAG. CORNERS FIXTURE HOUSING LIGHTING FIXTURE TO BE POSITIVELY ATTACHED TO GRID WITH APPROVED CLIPS LIGHT FIXTURE SUPPORT 3"=1'-0" ICL-112 10 MAIN RUNNERS AT 4'-0" O.C. "V"-STRUT, SEE INTERMEDIATE TEES CROSS TEES AT 2'-0" O.C.CROSS TEES AT 2'-0" O.C. 4-#12 GA. SUSP.WIRES: ONE AT EA. GRID CORNER, TYP. EA. LT. FIXTURE 2X4 LT. FIXTURE #12 GA. SUSP. WIRE AT 8" AWAY FROM WALL ON ALL RUNNERS AND TEES, SEE #12 GA. SUSP. WIRE AT 8" AWAY FROM WALL ON ALL RUNNERS AND TEES, SEE #12 GA. SUSP. WIRES AT 4'-0" O.C. LOCATION TO BE FEILD DETERMINED #12 GA. SUSP. WIRES AT 4'-0" O.C. LOCATION TO BE FIELD DETERMINED MIN. 2 EA. FIXTURE, #12 GA. HANGER WIRE. WIRES TO BE SLACK AT HEAVY DUTY GRID. SEE 4 EA. #12 GA. SPLAY WIRE AT 12'-0" O.C. MAX.6'-0" FROM WALL; REFER TO DETAIL NOTE: FOR ATTACHMENT TO STRUCTURE SEE 1 A7.02 3 A7.02 12 A7.02 6 A7.02 10 A7.02 SUSP. ACOUT. CLG. LAYOUT 3"=1'-0" ICL-113 11 COMPRESSION STRUTS: STEEL SECTION WITH L/R RATIO OF 200 S.F. MAXIMUM. ATTACH TO MAIN RUNNERS WITHIN 2" OF CROSS RUNNER WITH 2-#12 SELF-DRILLING SELF-TAPPING SCREWS AND TO STRUCTURE WITH 2-#12 X 2" SCREWS AT WOOD OR 3/16 DIA. ANCHOR AT CONC./STEEL. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. SEE NOTE: SEE DETAILS THIS SHEET FOR CONNECTIONS OF BRACING & HANGER WIRES TO THE STRUCTURE ABOVE TYPICAL: 12 GA. VERTICAL WIRE @ 4'-0" EA. WAY W/MIN. 3 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE 12. GA. BRACING WIRE W/MIN. 4 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE TYPICAL 12. GA. BRACING WIRE W/MIN. 4 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE TYPICAL 12. GA. BRACING WIRE W/MIN. 4 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE TYPICAL 12. GA. BRACING WIRE W/MIN. 4 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE TYPICAL 2" (MAX.) FROM BRACING WIRES TO CROSS RUNNERS MAIN RUNNER CROSS RUNNER 1 A7.02 ATTACHMENT FOR CLG. GRID 6"=1'-0" ICL-114 12 SHEET OF SHEET TITLE COPYRIGHT: PROJECT NO: CAD DWG FILE: DRAWN BY: CHK'D BY: DESCRIPTIONDATEMARK CONSULTANTS 1 A B C 32 4 D E 1 2 3 4 5 6 5 6 DSA APPROVAL STAMP: IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES AC DATE 04 - 113845 FLS SS FILE NO: 37-C2 DATE: MJK ARCHITECTURE2014 1 Barnard Drive Oceanside, CA 92056 - - - - - - DSA PLAN CHECK CORRECTIONS10/21/141 ASI 04 REVISIONS01/14/154 ... ... ... ... ARCHITECTURE P.O. BOX 1120 VISTA, CA 92085-1120 (760) 941-4647www.mjkarchitecture.com C:\Users\mike\OneDrive - MJK Architecture\MJK Current Projects\CAD\2021-07 - MCC Arch Services FY 2021-2022\2021-07-02 - Landes Center to TCI\ConstrDocs\2021-07.02 - Landes Center to TCI - 2023.rvt A7.02 CEILING DETAILS 2021-07.02 MJK MJK TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS AUGUST 30, 2022 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 2 6 o f 5 0 1. GENERAL REQU I REMENTS: CBC Section 1616A.1.20 (1616.10.16*) requires the design and installation to be in compli;;mce with ASTM C635, C636, and E580, Section 5, as amended by 2013 CBC Section 1616A.1.2 0 (1616.10.16*). Note: Amendments in CBC Section 1616A .1.20 (16161.10.16*) replace ASCE 7, Section 13.5.6. The requirements in this IR apply to flat c1nd leve l ceiling systems whose total weight, including ceiling mounted air terminals, services and light fixtures, does not exceed four (4) psf. Heav ier systems, systems that are not flat and level, and those supporting lateral loads from partitions are beyond the scope of this IR and wil l require special design and details. 2. SUSPENSION SYSTEM COMPONENTS: Shall comply with ASTM C635 c1nd Section 5.1 of ASTM E580. 2.1 2.2 2.3 The ceiling grid system must be rated heavy duty as defined by ASTM C635 . Cei ling wi re shall be Cla ss 1 zinc coated {galvanized) carbon steel conforming to ASTM A64L Wire shall be #12 gage (0 ,106" diameter) with soft temper and minimum tensile strength ""' 70 ksi. Main runners, cross n.mners, splices, expansion devices, and intersection connectors shall be designed to carry a mean ultimate test load of not less than 180 lbs. in comp ression and tension per ASTM E580 Section 5.1.2. 7. CEILING FIXTURES, TERMINALS, AND DEVICES: All fixtures, terminals, and other devices shall be mounted in a manner that will not compromise ceiling performance in acco rdance with Section 13.5.6.2.2(5) of ASCE 7-10 as amended by 2013 CBC Section 1616A.1.20 (1616.10.16*) and ASTM E580 Sections 5.3 and 5.4. 7.1 Ceil in g panels shall not support any light fixtures, air terminals or devices. 7.2 Light Fixtures: 7.2 .1 All light fixtures sh;;ill be positively attached to the ceiling suspension systems by mechanical means to resist a horizontal force equal to the weight of the fixtu re. Screws or approved fasteners are required. A minimum of two attachments are required at each light fixture, per ASTM E580, Section 5.3.1. 7.2.2 Light fixtures weighing less than or equal to 10 lb. she ll have ci minimum of one (1 ) #12 gage slack safety wire connected from the fixture housing to the structure above. 7.2.3 Light fixtures weighing great er than 10 lb. but less than or equal t o 56 lbs. may be supported directly on the ceili ng runners, but they shall have a minimum of two (2) #12 gage slack safety wires connected from the fixture housing at diagonal corners and anchored to the structure above. - ' ' ' l " I t:t>~ --- 1 I I I + tl~ r -I H:- ~ .. " I I I A ~ A • ' / ~ - I. -1·; • ... '< / "+ ··=tt 1 /v! f l c ' I +~ I I 11 I - I u ~ ,7" ..,,,.,,,,.,, c I I I :1 I ~- ~I MJ . ·-s's\CO AR~~ c,'« :><S, ' 0 /~FHAELJ.KAN1 ~ *'lff,;J,,,,1 a,,-,* No. c~~44 ,0l,,,_ EXP. 06/15 :#2 (1 ~.$' ------: o<?-J!/ ""-.D£ .Q.A~\°!.,.. 3. SUSPENSION SYSTEM INSTALLATION: I 7.2.4 Shall comply with ASTM C636 and Light fixtures weighing greater than 56 lb. shall De independently supported by not less than four (4} taut #12 gage wires attached to the housing and to the structure above. The four (4) taut #12 gage wires, including their attachment to the structure above, must be capable of supporting four (4} times the weight of the unit. I I ! ·-1---;±-ir~ ~ 11') I (1 ---J: 1) \ I LI' Section 5.2 of ASTM E580. 3.1 3 .2 3.3 3.4 3.5 4. 4,1 4.2 4.3 5. 5.1 5.2 #12 gage hanger wires may be used for up to and including a 4 foot by 4 foot grid spacing and shall be attached to main runners. Provide #12 gage hanger wires at the ends of all main and cross runners within eight (8) inches of the support or within one-fourth (1/4) of the length of tile end tee, whi chever is least, for the perimeter of the ceiling area (see Figu re 2). Perimeter wires are not required when the length of the end tee is ei ght (8) inches or less. Ceiling grid members shall be attached to two (2) adjacent walls per ASTM E580, Section 5.2.3. Ceiling grid members sha ll be at least 3/4 inch clear of otner walls. If wa lls run diagonally to cei li ng grid system runners, one end of main and cross runners should be free, and a minimum of 3/4 inch clear of wall. The width of the perimeter supporting closure angle shall be not less than two inches. Grid systems with specialty or proprietary angles and support clips may be acceptable in accordance with Section 11 below, At the perimeter of the ceiling area, where main or cross runners are not connected to t he adjacent wall, provide interconnection between the runners at the free end to prevent lateral spreading. A metal spreader strut or a #16 gage wire with a positive mechanical connection ta the runner may be used and placed within eight (8) inches of the wall. Where the perpendicular distance from the wall to the first para llel runner is eight (8) inches or less, this interlock is not requ ired. EXPANSION JOINTS, SEISMIC SEPARATION JOINTS, AND PENETRATIONS: Expansion joints sha ll be provided in the ceiling at intersections of corridors and at junctions of corridors and lobbies or other simila r areas (see Figure 7, Detail A). For ceiling areas exceeding 2,500 square feet, a seismic separation joint shall be provided in accordance with Figure 7, Detail A, to divide the ceiling into areas not exceeding 2,500 square feet, Al ternatively, comply with ASTM ESS0, Section 5,2.9, Penetrations through the ceiling for sprinkler heads and other simi lar devices that are not integrall y tied to the ceiling syst-em in the lateral direction shall have a two (2) lnch oversized ring, sl eeve or adapter through the ceiling t ile to allow free movement of one (1) inch in all horizontal directions. Alternatively, per ASTM ES80, Section 5.2.8.5, a flexible sprinkler hose fitting that can accommodate one (1) inch of ce iling movement shall be permitted to be used in lieu of the O'-'ersized ring, sleeve, or adapter. LATERAL FORCE BRACING: Lat eral force bracing is required per this section for all ceiling areas. The spacing of the bracing assemblies m ust be shown on the construction documents. Exception: Lateral force bracing may be omitted for suspended acoustical ceiling systems with a ceiling area of 144 square feet or less, when perimeter support, in accordance with Section 3.3 of this IR or with ASTM E580 Sections 5.2.2 and 5.2.3, are provided and perimeter walls are designed to carry the cei ling lateral forces. Provide lateral force bracing assemblies consisting of a compression strut and four (4) #12 gage splayed bracing wires oriented 90 deg rees from each other (see Figure 1). Lateral force bracing assemblies shall be spaced component importance factor (Ip) of t he ceiling. TABLE 1 per Table 1 for all values of the 1 LATERAL FORCE BRACE ASSEMBLY SPACING Design Spectral Acceleration Pa rameter Sos Brace Assembly Spacing 5.3 5.4 6, 6 ,1 6.2 6.3 6.4 6.5 6.6 6 .7 6.8 Less than or equa l to 1.15 Greater than 1.15 and les,; than or equal to 1. 73 Greater than 1.73 12'x12' Full bu ilding Height 8'x12' for z/h greater than 0.5 12'x12' for z/h less than or equal to O.~ 8'x8' for z/h greater than 0.5 8'x12' for 2/h less than or eq ual to 0 .5 Where, as defined in ASCE 7-10, Section 13.3.1: z -height in structure of point of attachment of ceil ing with respect to the ba se. h = average roof height of the structure with respect to the base. Where different brace spacing Is specified at various stories, the respective celling plan shall clearly in dicate the brace spacing. There shall be a brace assembly a distance of not more than one half of the above spa ci ng from each surrounding wall, expansion j oint and at the edges of an y ceiling vertical offset. For ex;;imple, where the brace spacing is 8':d2', the distance shall be 4 feet in the direction of the 8 foot spacing and 6 feet in the direction of the 12 foot spacing, The slope of bracing wires sha ll not exceed 45 degrees from the plane of the cei ling and wires shall be taut. Splices in wires are not pem1itted without DSA approval. Compression struts shall be adequate to resist the vertical component induced by t he bracing wires, and shall not be more than one (horizontal) in six (vertical} out of plumb. ATTACHMENT OF HANGER AND BRACING WIRES: Fasten hanger wires with not less than three (3) tight turns in t hree (3 ) inches. Hanger wire loops shall be t ightly wrapped and sharply bent to prevent any vertical movement or rotation of the member within the loops (see ASTM ESB0, Section 5.2.7.2). Fasten braci ng wi res with four (4} tight turns. Make all tight turns within a distance of one and one-half (l-1/2) inches. Hanger or bracing wire anchored to the structure should be installed in such a manner that t he direction of the an chor alfgns as closely as possible with the direction of the wire. Separate all celling hanger and bracing wires at least six (6) inches from all unbraced ducts, pipes, conduit, etc. Hanger wires shall not attach to or bend around interfering material or equipment. Provide trapeze or other supplementary support members at obstructions to typica l hanger spacing (see Figure 3A, Detail F). Provide additional han gers, struts or braces as required at all ceiling breaks, soffits, or discontinuous ,;1reas . Hanger wires that are more t han one (horizontal) in six (vertical) out of plumb shall have counter-slopi ng wires. Perimeter hanger wires at main runners that are pos itively attached to the perimeter closure angle, counter-sloping Is optional. Note: See ASTM C636, Figure 1, for counter-slopi ng methods . When connection details differ from those in the attached figures, attachment of bracing wires to the structure above and to the main runners shall be adequate for the loa d imposed. The weight (Wp) shall be taken as not less than fo ur (4) psf for calculating seismic forces (Fp)- When drilled-in concrete ,;1nchors or power actua ted fasteners are used in reinforced concrete for hanger wires, 1 out of 10 wire/anchor assemblies must be fi eld tes ted for 200 lbs. in tension. When drilled-in concrete anchors are used for bracing wires, 1 out of 2 wire/anchor assemblies must be fi eld tested for 440 lbs. in tension in the direction of the wire. Power actuated fasteners in concret e are not pe,m ltted for bracing wires. Note: Drilled-in anchors or power actuated fasteners require DSA approval prior to use in prestressed concrete. 7.2.5 All four foot x four foot light fixtures must have slack safety wires at each r::orner unless supported per Section 7.2,4, 7.2.6 Surface-mount ed fixtures shall be attached to the main runner with at least two pos itive clamping devices made of material with a minimum #14 gage. Rotational spring catches do not comply. A #12 gcige suspension wire shell be attar::hed to each clamping device to the structure above, Provide additional supports when light fixtures are eight (8) feet or longer. Maximum spacing between supports sha ll not exceed eight (8) feet . 7.2,7 Support pendant-mounted light fixtures directly from the structure above with hanger wires or cables passing through each pendant hanger and capable of supporting two (2) times the weight of the fixture. See JR 16-9 for addition,;11 C ,1 I I ['. f--+--+ --+--+-1- A A ~ A ~ ~ .;.../ /---- /:.. -r· / '•, ,. . -r ··•.,~ '·. ··•.<>· '·, • I .-~-I I u ~ I I I>---~-,, l:'.j + -·· r5 I requil'ements for pendent mounted fixtures . t-------------------------------------➔,---------------------------_.-.,...-----''---t----------------------------.._ _____ ...._ __ ➔---------------------------....1------'---t If t he pendant mounted light fixture is directly and independently braced below the ceiling , i.e., aircra~ cables to walls, then a brace assembly is not required above the ceiling . If the pendan t mounted light fixture is not directly and indepen dently braced below the cei ling, the n a bracing assembly, per Figure 1, is required where the pendant hanger penetrates the ceiling. Specia l details are required to attach the pend;;int hanger to the bracing assembly to transmit the horizontal force. Exception: Where the weight of the fixture is less than 20 pounds, the compression post shown in Figure 1 is not required. 7.2.8 Rigi d conduit shall not be used for attachment of the fixtures. 7.3 Services within the Ceiling: 7.3 .1 All Aexible sprinkler hose fittings, ceilingwmounted air terminals or other services shall be positively attached t o the ceiling suspension systems by mechanical means to resist a horizontal fo rce equal to the weight of the component.. Scr ews or approved fasteners are required. A minimum of two attachments are required at each component. 7_3.2 Flexible ,;prinkler hose fittings, ceiling-mounted air terminals or other services weighing less t han or eq ual to 20 lb. shall have one (l) #12 gage slack sa fety wire attached to the termina l or service to the structure above. 7.3 .3 Flexible sprinkler hose fittings, ceiling-mounted air terminals or other services weighing more than 20 lb. but less than or equal to 56 lb. shall have two (2) #12 gage slack safety wires attached to the terminal or service to the structure above. A ~ I I ~. ' ' ' ' \ .7 /· 1 ...... ----/··•'//,/ ~~ .---- ),. ~ -+---~ --A l , ~ ""'' ~ 7.3 .4 Fle~ible sprinkler hose fittings, ceiling-mounted air terminals or other services _,,,,,,, ......_ ...___..,,. / /? weighing more than 56 lb. shall be supported directly from the structure above by ~"'"' ~,.;::,,t;,,,''C,,.....,.. ,.. .___ not less than four (4} taut #12 gage wires attached to the terminal or service and to · the structure above. The four (4) taut #12 gage wi res, including their attachment to th~ structure above, must be capable of supporting four (4) times the weight of t he ~.__,:::, /\ A r. 7.4 .1 7.4 ~~~~r Devices within the Ceiling: 1---------------------------,,------,--➔-------------------------..... ------r--+--------------------------r------r----l,~ Ji/ RA L,QSTA All lightweight miscellaneous devjces, such as strobe lights, occupancy sensors, ._ _____ ~ COL.LEGE speakers, exit signs, etc., shall be attached to the ceiling grid per Section 7,3,1 of r this IR. In addition, devices weighing more than 10 lbs. shal l have a #12 gage slack safet y wire anchored to the structure above per Section 7.2.2 of this IR. Devices l-------------------------------------➔---------------------------~-----"""~--t----------------------------~-----~--➔---------------------------~-----"""~--t weighing more than 20 lbs. shall be supported from the structure above per Section I t ~ 7.3.4 of t his IR. 8. 8,1 8.2 8.3 8.4 9. 9.1 9.2 9 ,3 9.4 ADDITIONAL REQUIREMENTS: Fire Rated Ceilings : Provide a detail and design number for ra ted ceiling assemblies from an authorized testing agency. Th e components and insta lla tion details must conform in every respect with the listed detail and number. Details shal l clearly depict all components, including insulation materials, framing and attachment of the design so that the assembly can be constructed and inspected accord ingly. Pop rivets, screws, or other attachments are not acceptable unless specifically detailed on the drawings an d approved by U.L. and State Fire Marshal (SFM) recognized lciboratories. Metal and Other Panels: Meta l panels and panels weighing more tha n one-half {1/2) psf, other than mineral fiber acoustical tife, are to be positively attached to the ceiling suspension runners. Essential Services Buildings: Exit ways shall be installed in accordance with Section 13.5.6.2.2(1) of ASCE 7-10 as amended by 2013 CBC Section 1616A.1.20 (1616.10.16*), A mciin or cross runner sh all be installed on all sides of each piece of tile, board or panel and each light fi xture or gril l (see Figure 7, Detail B). Splices or intersection of such runners sha ll be attached with t hrough connectors such as pop rivets, sc rews, pins, plates wi t h end tabs or other approved connectors. Suspended Acoustical Ceilings Below Gypsum Board Ceilings: Where gypsum board or other ceiling finishes are attached to the framlng1 spec details will be required for the vertical hanger wire and lateral bracing wi re supp connections to the framing, REwUSE OF EXISTING CEIUNG HANGER WIRES AND BRACING WIRES: The gage and spacing of the wires must comply with the current applicable codes. All existing ceiling hanger wire/anchor assemblies must be tested to 200 lbs. All ex isting bracing wire/anchor assemblies must be field tested to 440 lbs. If a new w ire is to be spliced to an existing wire, the following is required: • The architect or structural engineer i n general responsible charge must submit to the DSA for approval a detai l and specification describing how the splice is to be made, • All new wires, after being spliced to the existing wires, must be field tested per Sections 9.2 and 9.3 above. • All field t ests must be performed in the presence of the project inspector. 10, MODERNIZATION ANO ALTERATION: The ent ire ceil ing shall be upgraded to meet the current requirements of the CBC and this rR if any portion of the grid system Is cut or altered. Exception; The replacement of existing ceiling panels with panels of the same materials and light fixtures of the same size, locations, and weights does not require an upgrade to the ceiling grid and suspension system. 11. DSA ACCEPTANCE OF EVALUATION REPORTS: Ceiling grid systems or components, with valid evaluation reports issued by qualifi ed evaluation agencies, in accordance with DSA IR A·5 are accepted by the OSA, provided the system or component meets the requirements of CBC Section 1616A.1 20 (1616.10.16*), ASTM C635, C636 and E580 . Where a qualified eva luation report is utilized, the installation shal l comply with all the requirements specified in the evaluation report, i.e. connections, member sizes, perfmeter details, special clips to wal l angles, etc. In accordance with DSA IR A-5, DSA will accept OSHPD Preapproved Details (OPD} "2013 CBC Standard Suspended Ceiling Details for Acoustical Tile or Laywin Pa nel Ceilings." 12. CONSTR.UCTI ON DOCUMENTS: Drawings and specifications shall clea rl y identify all systems and shall define or show all supporting details, lighting fixture attachment, later..il fo rce bracing, partition bracing, seismic separations, etc. Where accepted proprietary devices, clips, wa ll angles, etc. are utilized, the details on the approved construction documents shal l clearly indicated the installation details as necessary to show comoliance with al l evaluation reoort reauirements. I 8 -------"'----';□---------I t I IIJI I IHllll I I IHI IHI I IIIJI 1111111 ~ ' , I / / I 1 .' I i ' . i / ' -- ' ' ' ' ' 1/' r . ~· f:~ . ~ ~-- 7 ' ~11d[i ... I I I >l ~~ L "'' :o· ~ " ~ // ~ ' .,</··/ ~lrJ ., I I 1.·· I 1.·. I• I h , I j i .. .I! 1:1 \ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ~ A .,____.. r-· I I I i ···· .... ,,, . .....__ I I I ~----~~n I , I I ' I I I I J v~ / '--il ' ' ' ' ' I ' . • □'f H 111111111111 111111111111111 11I I II 111111 11p , , ;, 11 !1 ! A" .,____.. --" 8 ~ ----'-,, , .r,I ---rl-,'.,--rr- c✓ I ' 5 ' I ,~-- ----'-/ . r,1 I ( ·,:....:.u..._ I\",'.; ..10 II ,---------- lh u 1 L ··\,_ L.·-.- © ... \ DOOR SCHEDULE REMARKS 1. RELOCATED DOOR, FRAME AND HARDWARE. REFER TO DEMOLITION FLOOR PLAN FOR LOCATION OF EXISTING DOORS TO BE REUSED. 2. PROVIDE NEW DOOR SIGNAGE PER DOOR SCHEDULE. REFER TO DETAIL 5/A8.02. 3. CONTRACTOR TO VERIFY AND SET CLOSER AS REQUIRED TO MAINTAIN A MAXIMIM 5 LBS. FORCE FOR OPERATING PRESSURE TO OPEN. 4. REFER TO "DOOR SCHEDULE GENERAL NOTES" FOR OTHER REQUIREMENTS RELATED TO DOORS, FRAMES AND HARDWARE. 5. PROVIDE NEW DOOR, FRAME AND HARDWARE. DOOR SCHEDULE GENERAL NOTES 1. NOT ALL "REMARKS" MAY BE NECESSARILY USED OR REFERENCED. 2. BLANK NOTATIONS IN SCHEDULE INDICATE NO CHANGE TO EXISTING ELEMENTS FOR THAT PARTICULAR LINE ITEM. 3. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. ALL HARDWARE FOR ACCESSIBLE DOORS SHALL MEET THE REQUIREMENTS OF CBC SECTIONS 11B-309.4, 11B-404.2.7 AND 1008.1.9. 5. HARDWARE SHALL BE A LEVER TYPE WITH A RETURN TO WITHIN 1/2" OF THE DOOR. 6. HAND ACTIVATED DOOR OPENING HARDWARE, HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. HARDWARE SHALL BE CENTERED BETWEEN 34" AND 44" ABOVE THE FLOOR. CBC SECTION 11B-404.2.7. 7. PRESSURE TO OPERATE DOORS SHALL BE AS FOLLOWS: 5 LBS. (22.2 N) MAX. FOR EXTERIOR DOORS; 5 LBS. (22.2 N) FOR INTERIOR DOORS; 15 LBS. (66.72 N) FOR FIRE RATED DOORS. 8. THRESHOLDS SHALL NOT EXCEED 1/2" IN HEIGHT OF WHICH 1/4" SHALL BE VERTICAL MAXIMUM RISE. THRESHOLDS SHALL COMPLY WITH CBC SECTIONS 1008.1.7 AND 11B-404.2.5. 9. DOOR CLOSERS AND STOPS SHALL NOT REDUCE HEADROOM TO LESS THAN 80". DOOR CLOSERS, WHEN PROVIDED, SHALL HAVE SWEEP PERIOD ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH, MEASURED TO THRE LEADING EDGE OF THE DOOR. CBC SECTIONS 1003.3.1 EXCEPTION AND 11B-404.2.8.1. 10. FLOOR STOPS SHALL NOT BE LOCATED IN THE PATH OF TRAVEL AND 4" MAXIMUM FROM WALLS. DSA POLICY 99-08. 11. HARDWARE (INCLUDING PANIC HARDWARE) SHALL NOT BE PROVIDED WITH "NIGHT LATCH" (NL) FUNCTION FOR ANY ACCESSIBLE DOORS OR GATES UNLESS THE FOLLOWING CONDITIONS ARE MET PER DSA INTERPRETATION 10-08 DSA/AC (EXTERNAL), REVISED 4/28/09. SUCH CONDITIONS MUST BE CLEARLY DEMONSTRATED AND INDICATED IN THE SPECIFICATIONS: a. SUCH HARDWARE HAS A 'DOGGING' FEATURE; b. IT IS DOGGED DURING THE TIME THE FACILITY IS OPEN; c. SUCH 'DOGGING' OPERATION IS PERFORMED ONLY BY EMPLOYESS AS THEIR JOB FUNCTION (NON-PUBLIC USE). 12. PANIC HARDWARE SHALL COMPLY WITH CBC SECTION 1008.1.10. 13. PANIC HARDWARE SHALL BE SO MOUNTED (CENTERED BETWEEN 36" AND 44" ABOVE FINISHED FLOOR AS RECOMMENDED) THAT THE CLEAR WIDTH OF THE EXITWAY IS NOT LESS THAN 32" MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP. CBC SECTION 11B-404.2.3 AND FIGURE 11B-404.2.3. 14. THE UNLATCHING FORCE OF PANIC HARDWARE SHALL NOT EXCEED 5 LBS. (22.2 N), APPLIED IN THE DIRECTION OF TRAVEL. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING REQUIRED DOOR AND FRAME DIMENSIONS AND HARDWARE MOUNTING HEIGHTS IN THE FIELD PRIOR TO ORDERING AND INSTALLING NEW MATERIALS. 16. ALL HARDWARE INDICATED IN THE SCHEDULE SHALL BE PROVIDED FOR DOORS, TYPICAL FOR ALL DOORS (UNLESS NOTED OTHERWISE). 17. EXISTING WOOD DOOR JAMBS AND HEADS TO RECEIVE NEW HOLLOW METAL FRAMES SHALL HAVE STOPS REMOVED AND MAY NEED A PORTION OF THE FRAME REMOVED TO ALLOW FRAME CLEARANCE, SHIMS, OR OTHER TOLERANCES REQUIRED TO ALLOW FOR DOOR SIZE AS INDICATED WITHIN THE SCHEDULE. 18. DOOR JAMB AND HEAD CONDITIONS ARE DETAILED FOR THE MOST TYPICAL CONDITION. A VARIETY OF SIMILAR CONDITIONS MAY OCCUR AND SHALL BE TREATED SIMILARLY. 19. DEAD BOLTS ARE NOT PERMITTED UNLESS OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE. 20. ALL INTERIOR DOORS SHALL BE UNDER CUT TO PROVIDE A MINIMUM OF 1/2" CLEARANCE TO THE FLOOR FINISH. 21. MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE FOR ALL FIRE RATED ASSEMBLIES. 22. ALL 20-MINUTE RATED ASSEMBLIES (WHERE INDICATED ON THE SCHEDULE) SHALL BE PROVIDED WITH AN APPROVED GASKETING MATERIAL SO INSTALLED TO PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON BOTH SIDES AND ACROSS THE TOP (C.B.C. STANDARD 7-2). 23. ALL RATED DOORS TO BE POSITIVE LATCHING. DOOR SCHEDULE LEGEND DOOR MATERIAL FRAME MATERIAL HM HOLLOW METAL SC SOLID CORE WOOD HC HOLLOW CORE WOOD AL ALUMIMUM SS STAINLESS STEEL RI ROLL-UP / INSULATED RC ROLL-UP / COUNTER RG ROLL-UP / STEEL GRATE HM HOLLOW METAL AL ALUMINUM KD PREFINISHED, KNOCK DOWN MTL. FRAME SS STAINLESS STEEL ST STEEL WD WOOD LOUVER LABEL N NONE L1 12" x 24" DOOR LOUVER AT BOTTOM L2 12" x 24" DOOR LOUVER AT TOP AND BOTTOM L3 24" x 24" DOOR LOUVER AT BOTTOM L4 18" x 18" DOOR LOUVER AT TOP AND BOTTOM w/ FILTER N NONE 20 20 MINUTE 45 45 MINUTE 60 60 MINUTE 90 90 MINUTE FINISHES P PAINT, EGGSHELL FINISH, UNLESS OTHERWISE NOTED. FF FACTORY FINISH. FRP FIBER REINFORCED PLASTIC FACE SHEETS. STN STAIN WITH EGGSHELL SHEAN URETHANE FINISH OVER NATURAL WOOD. PL PLASTIC LAMINATE (FACES AND EDGES). TYP. DOOR FRAME ANCHORAGE 1/2"=1'-0" DST-100A 8 DOOR SCHEDULE WIDTH PER HE I G H T P E R D O O R S C H E D U L E 1' - 0"1' - 0" JAMB FRAME ANCHORS, TYP. SILL ANCHORS, TYP. HOLLOW METAL FRAME PROFILE 6"=1'-0" DST-100F 9 RABBET 2" SOFFIT VARIES RABBET 2" ST O P 1/ 2 " FA C E 2" 1/2" THROAT OPENING WALL DIMENSION BACKBEND 1/2" CLEARANCE REQ'MTS AT DOORS 1/4"=1'-0" IHC-601 10 1'-0" 4' - 0 " 5' - 0 " 2'-0" MIN. CLEAR AT EXTERIOR DOORS 1'-6" MIN. CLEAR AT INTERIOR DOORS PULL SIDE PUSH SIDE PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER MAXIMUM 2% CROSS SLOPE IN ANY DIRECTION ALUMINUM DOOR SILL 3"=1'-0" DAL-301 20 ALUMINUM STOREFRONT FRAME ALUMINUM STOREFRONT DOOR 10 " ALUMINUM THRESHOLD CONC. SLAB #10 x LENGTH REQ'D CTSK. SHT. METAL SCREW w/ EXPANSION SHIELD ( 3 PER THRESHOLD) EXTERIOR CONC. FLATWORK (1:48 MAX. SLOPE) CONT. CAULK 1/2" FIBER EXPANSION JOINT REFERENCE DETAIL HOLLOW METAL FRAME PER DOOR OR WINDOW SCHEDULE & SPECIFICATIONS. JAMB ANCHOR -3 PER JAMB, PROVIDE "CECO" MXZ1 METAL STUD ANCHORS, WELDED TO FRAME. FRAME ANCHORS # 36" o.c. (2 MIN.) HOLLOW METAL WINDOW STOP (SCREW APPLIED, VANDAL RESISTANT.) J-MOLD PLASTER STOP/DRYWALL TRIM. SEALANT PER FRAME INSTALLER. ALUMINUM PROJECTED WINDOWS. PORTLAND CEMENT PLASTER. INTERIOR FINISH PER FINISH SCHEDULE. CEILING WHERE OCCURS. WALL WHERE OCCURS. GLAZING PER WINDOW NOTES & SPECIFICATIONS. DOOR/WINDOW PER SCHEDULE. 22 GAUGE METAL FLASHING WITH CONTINUOUS CLEAT. FRAMING PER STRUCTURAL. CONCRETE SLAB PER STRUCTURAL. SHEAR PLYWOOD PER STRUCTURAL. EXPANSION JOINT. THRESHOLD PER SPECIFICATION. THICKSET CERAMIC TILE. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. THINSET CERAMIC TILE. BULLNOSE TILE EDGE. VINYL TACKSURFACE WHERE OCCURS. METAL GUIDES FOR OVERHEAD COUNTER DOOR. STAINLESS STEEL COUNTER BELOW. PROVIDE CLOSURE AT ENDS TYPICAL. SERVING WINDOW. F.R.P. PANELING WITH EDGE TRIM OVER GYPSUM BOARD. STAINLESS STEEL OVER TWO LAYERS EXTERIOR GRADE 1" THICK PLYWOOD. 1/2" DIAMETER x 4" LAG BOLT INTO EXPANSION SHIELD AT 8" O.C. (STAGGERED). #8 R.H.S.M. SCREW IN LEAD SHIELD AT 18" O.C. 3/8" EXTERIOR PLASTER OVER C.M.U. C.M.U. WALL PER PLAN AND STRUCTURAL. SOLID GROUT HOLLOW METAL FRAME. TACKBOARD OVER GYPSUM BOARD. CORNER BEAD. GYPSUM BOARD PER PLAN. 1/2" TYPE 'X' GYPSUM SHEATHING. DETAIL KEY NOTES N/A DST-100M 13 HEAD @ INTERIOR DOOR 3"=1'-0" DST-106m 14 009 015 003 001 013 1/2" MIN. LAP ON ALL FIRE RATED OPENINGS (NFPA #80, TYP.) 009 001 015 002 JAMB @ INTERIOR DOOR 3"=1'-0" DST-212m 15 013 HEAD AT ALUMINUM DOOR 3'=1'-0" DAL-105 18 CONCRETE TILT-UP PANEL (EXISTING) CAULKING ALUMINUM DOOR HEAD ALUMINUM DOOR STOP TOP RAIL OF DOOR DOOR GLAZING TO MATCH EXISTING STOREFRONT 2" 4 5 / 8 " DO O R O P E N I N G JAMB AT ALUM. DOOR / WDW.6"=1'-0" DAL-202 19 MA T C H E X I S T I N G ALUMINUM DOOR JAMB ALUMINUM DOOR STILE 1 3/4" DOOR OPENING DOOR STOP 1 32 4 A 1 2 3 4 5 5 P.O. BOX 1120 VISTA, CA 92085-1120 (760) 941-4647 www.mjkarchitecture.com CONSULTANT: MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION PROJECT NAME: PROJECT ADDRESS: 6 6 B C D E AGENCY APPROVAL SHEET NO: SHEET TITLE: COPYRIGHT: PROJECT NO: CAD DWG FILE: DRAWN BY: CHK'D BY: DESCRIPTIONDATEMARK DATE: MJK ARCHITECTURE2022 REV NO: REVISIONS: ... ... ... ... ... ... TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 A8.01 DOOR/WINDOWS SCHEDULES & DETAILS 2021-07.02 MJK MJK AUGUST 30, 2022 PLAN CHK. DOOR SCHEDULE - BREW TECH Door Number Door Frame Details Sill Detail Signage Details RemarksWidth Height Thickness Material Finish Material Finish Head Left Jamb Right Jamb Pull Side Push Side 9B 3' - 0" 7' - 0"1 3/4"WD FF HM FF 14/A8.01 15/A8.01 15/A8.01 - - - -1, 2, 3, 4 DOOR SCHEDULE - WELDING LAB Door Number Door Frame Details Sill Detail Signage Details RemarksWidth Height Thickness Material Finish Material Finish Head Left Jamb Right Jamb Pull Side Push Side 52 3' - 0" 7' - 0"1 3/4"WD FF HM FF 14/A8.01 15/A8.01 15/A8.01 - - - -1, 2, 3, 4 53A 3' - 0" 7' - 0"1 3/4"WD FF HM FF 14/A8.01 15/A8.01 15/A8.01 - - - -1, 2, 3, 4 53B 3' - 0" 7' - 0"1 3/4"WD FF HM FF 14/A8.01 15/A8.01 15/A8.01 - - - -1, 2, 3, 4 9C 3' - 0" 7' - 0"1 3/4"AL FF AL 18/A8.01 19/A8.01 20/A8.01FF19/A8.01 2, 3, 4, 5 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 2 7 o f 5 0 / / -" ~ t t - - - - - c , J I ' ,, D , f r; : : : = = : : : ; - i l J - - Jl n 1 - ~ I \ I " , <l <l <l < l <l <l I I 1 ~ ~ > I ' I ' I I / I !+ i t . I L _ _ _ _ - - - - - - - - - v V ✓ ·' ' ,', ' I ' 1 - - - 1 - - - - - - - - - - - - - n , c. ' - ' THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKROUND. THE BLUE SHALL BE EQUAL TO COLOR # 15090 IN FEDERAL STANDARD 595B. LOCATE PICTORIAL SYMBOL AT STRIKE SIDE OF DOOR 60" A.F.F. TO CENTERLINE OF SIGN. AT PAIR OF DOORS PROVIDE SIGNAGE AT RIGHT SIDE. MOUNTING LOCATION SHALL ALLOW A PERSON TO BE WITHIN 3" OF SIGN AND NOT BE WITHIN TRAVEL OF DOOR SWING. NOTE: GRID IS SHOWN FOR PROPORTIONAL PURPOSES ONLY AND IMAGE IS IN REVERSE CONTRAST.SIGN TYPE 1 INT. SYMBOL OF ACCESSIBILITY 6"=1'-0" IHC-301 1 PROVIDE NON-GLARE BACKGROUND PER C.B.C. 11B-703.7.2.1 6" SQ. 1/4" THINK, 12" DIAMETER CIRCLE SUB-SURFACE IMAGE-SEE DETAIL 1/4" THICK, EQUILATERAL TRIANGLE WITH 12" SIDES WOMEN/GIRLS MEN/BOYS SIGN TYPE 4A SIGN TYPE 4B 12 " 6" T Y P . 12" TYP. SUB-SURFACE IMAGE-SEE DETAIL SYMBOLS ARE TO BE DISTINCTLY DIFFERENT FROM THE DOOR IN COLOR AND 70% MIN. CONTRAST (WHITE ISA w/ BLUE BACKGROUND). COLOR TO BLUE -FED STANDARD 595 B. CENTERED ON DOOR AND MOUNTED 5'-0" FROM FINISH FLOOR TO CENTER OF SIGN RESTRM. DR. SIGN -TYPE 4A/4B 1-1/2"=1'-0" IHC-304A 4 9 A8.02 CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH NOTE: WHERE ADJACENT WALL OR WINDOW CONFIGURATIONS PREVENT MOUNTING OF SIGNAGE AS INDICATED OR AT DOUBLE DOORS, LOCATE SIGNS PER CBC SECTION 11B-703.4.2.TYPICAL EXTERIOR ROOM SIGNAGE TYPICAL INTERIOR ROOM SIGNAGE TYPICAL RESTROOM SIGNAGE TYPICAL INTERIOR 'EXIT' SIGNAGE SIGNAGE AT DOUBLE DOORS INTERNATIONAL SYMBOL OF ACCESSIBILITY, SIGN TYPE 1 PER DETAIL SIGN TYPE '3A' OR '3B' PER DETAIL GEOMETRIC RESTROOM SIGNAGE TYPE '4A OR 4B' PER DETAIL RESTROOM WALL SIGNAGE TYPE '5A' OR '5B' PER DETAIL 'EXIT' OR 'EXIT ROUTE' SIGNAGE (TYPE '2A' OR '2B') AS REQUIRED BY SCHEDULE, REFER TO DETAIL ALTERNATE LOCATION FOR 'EXIT' OR 'EXIT ROUTE' SIGNAGE IF CONFLICT W/ ROOM SIGNAGE OCCURS. PROVIDE 90 DEGREE INHIBITOR ON ACTIVE LEAF OF DOOR WHEN OPERATION OF DOOR ENCROACHES ON CLEAR SPACE REQUIRED IN FRONT OF SIGNAGE SIGN TYPE '3A' OR '3B' PER DETAIL A B C D E 2 A8.02 4 A8.02 7 A8.023 A8.023 A8.02 1 A8.02 PE R D E T A I L 3 / A 8 . 0 2 PE R D E T A I L 4 / A 8 . 0 2 PE R D E T A I L 3 / A 8 . 0 2 PE R D E T A I L 7 / A 8 . 0 2 DOOR SIGNAGE MOUNTING LOCATIONS 1/4"=1'-0" IHC-317 5 PE R D E T A I L 2 / A 8 . 0 2 ON S H E E T A 2 . 0 2 PE R D E T A I L S 3 & 5 SIGNAGE SIMILAR TO A OR B 9"CENTERED ON TACTILE CHARACTERS, TYP. 9"9"9"9" WOMEN GIRLS BOYS RESTROOM 6" 1" 6" T Y P . 3/ 8 " T Y P . 1/ 2 " , M I N . TY P . 5/ 8 " T Y P . 1/ 2 " T Y P . 1/2" MIN. RADIUS TYP. ALL CORNERS 9 3 / 8 " + / - 9 3/8" 9 3 / 8 " + / - CONTRAST BETWEEN CHARACTERS, SYMBOLS AND THEIR BACKGROUND MUST BE 70% MINIMUM AND HAVE A NON-GLARE FINISH FIGURES ARE TO BE DISTINCTLY DIFFERENT COLOR AND CONTRAST FROM THE MAIN SIGN COLOR. 1/32" RAISED CHARACTERS, TYP. CALIFORNIS CONTRACTED GRADE 2 BRAILE TO MATCH COPY. TYP. REFER TO SPECS AND DTL. FOR FURTHER INFORMATION. NOTES : SIGN TYPE 5A SIGN TYPE 5B SIGN TYPE 5C SIGN TYPE 5D SIGN TYPE 5E MEN RESTRM. WALL SIGNAGE -TYPE 5 3"=1'-0" IHC-312 7 60 " A . F . F . M A X . T O B A S E L I N E O F T H E HI G H E S T L I N E O F R A I S E D C H A R A C T E R S 48 " M I N . A . F . F . T O BO T T O M O F B R A I L L E UNISEX RESTRM. DOOR SIGNAGE 1-1/2"=1'-0" IHC-305A 8 1/4" THICK, EQUILATERAL TRIANGLE MOUNTED ON A 1/4" THICK, 12" DIAMETER CIRCLE w/ COMBINATION MEN'S AND WOMEN'S INSIGNIA - TRIANGLE SHALL EXTEND TO EDGE OF CIRCLE SUB-SURFACE IMAGE- SEE DETAIL UNISEX RESTROOM SIGNAGE COLOR OF TRIANGLE SHALL CONTRAST WITH THE COLOR OF THE CIRCLE, WHICH SHALL CONTRAST 70% WITH THE COLOR OF THE DOOR. SYMBOLS ARE TO BE DISTINCTLY DIFFERENT FROM THE DOOR IN COLOR AND CONTRAST, CENTERED ON DOOR AND MOUNTED 5'-0" FROM BOTTOM OF DOOR TO CENTER OF SIGN 1' - 0 " 9 A8.02 SIGN TYPE 6 1/8"1/8"ATTACH SIGN USING (3) FLAT-HEAD WOOD SCREW COUNTER-SUNK WITH ADHESIVE OPAQUE WHITE ACRYLIC PLASTIC BLACK PAINT SYMBOL, SIGN, ETC., ON INTERIOR FACE OF CLEAR PLASTIC CLEAR ACRYLIC PLASTIC PERMANENTLY ADHERE SHEETS TOGETHER ROUNDED CORNER SIGN SHALL BE CENTERED ON DOOR AND MOUNTED AT +5'-0" FROM FINISH FLOOR TO CENTER OF SIGN SUBSURFACE IMAGE 6"=1'-0" IHC-306 9 CHARACTER TYPE:CHARACTERS ON SIGNS SHALL BE RAISED 1/32" INCH (O.794 MM) MINIMUM AND SHALL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY CONTRACTED GRADE 2 BRAILLE (SEE NOTE 5 BELOW). CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8 INCH HIGH. FINISH AND CONTRAST: CONTRAST BETWEEN CHARACTERS, SYMBOLS, AND THEIR BACKGROUND MUST BE 70% MINIMUM AND HAVE A NON-GLARE FINISH. 11B-703.5.1. PROPORTIONS: CHARACTERS ON SIGNS SHALL HAVE A WIDTH- TO-HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO OF BETWEEN 1:5 AND 1:10. 11B-703.2.4. 1. 2. 3. 4. TEMPLATE FOR CHECKING CHARACTER AND STROKE WIDTH-TO- HEIGHT PROPORTIONS: 1:1 100% 3:5 60% 1:5 20% 1:10 10% CHARACTER WIDTH STROKE WIDTH BRAILLE: CONTRCTED CALIFORNIA GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL BE 1/10 INCH (2.54 MM) ON CENTERS IN EACH CELL WITH 2/10 INCH (5.08 MM) SPACE BETWEEN CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CEALL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. DOTS SHALL BE RAISED A MINIMUM OF 1/40 INCH (0.635 MM) ABOVE THE BACKGROUND. 11B-703.3. 5. BRAILLE CELL BRAILLE DOT INTER-CELL SPACING = .20" INTER-CELL SPACING WITHIN A CELL = .10" (VERTICAL OR HORIZONTAL) .025" 1/40" ROUNDED DOT (ACCEPTABLE) NO SQUARE DOT (NOT ACCEPTABLE) REQUIRED ROUNDED OR DOMED CALIFORNIA BRAILLE DOTS. EACH DISTINCT AND SEPARATE. DOTS WITH STRAIGHT SIDES AND FLAT TOPS ARE NOT READABLE FOR MANY BRAILLE USERS. SIGNAGE INFORMATION 12"=1'-0" IHC-313 12 VISUAL CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER “O”IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER “I”. STROKE THICKNESS OF THE UPPERCASE LETTER “I”SHALL BE 10 PERCENT MINIMUM AND 20 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. NOT AN ACCESSIBLE EXIT NON-ACCESSIBLE SIGNAGE 3"=1'-0" EHC-305 13 SIGN TYPE 7 8" 8" RAISED COPY ACRYLIC PANEL SIGN w/ BORDER FRAME. LETTER TYPE STYLE SHALL BE HELVETICA MEDIUM. MOUNT SIGN (LOCATIONS PER PLANS) w/ CONCEALED FASTENERS GRADE 2 BRAILLE TO MATCH COPY 48 " M I N . A . F . F . T O BO T T O M O F BR A I L L E DIRECTIONAL SIGNAGE 6"=1'-0" IHC-319 14 9 1/4" 5 1 / 2 " TO ACCESSIBLE EXIT RAISED COPY ACRYLIC PANEL SIGN w/ BORDER FRAME. LETTER TYPE STYLE SHALL BE HELVETICA MEDIUM. MOUNT SIGN (LOCATIONS PER PLANS) w/ CONCEALED FASTENERS THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR #15090 IN FEDERAL STANDARD 595a GRADE 2 BRAILLE TO MATCH COPY SIGN TYPE 8 48 " M I N . A . F . F . T O BO T T O M O F B R A I L L E ASSISTIVE LISTENING SYSTEM AVAILABLE MAIN LOBBY PRIOR ARRANGEMENTS MUST BE MADE FOR EVENTS AFTER NORMAL BUSINESS HOURS 12". 6" . RAISED COPY ACRYLIC PANEL SIGN w/ BORDER FRAME. LETTER TYPE STYLE SHALL BE CENTERED AT +60 " A.F.F. (LOCATIONS PER PLANS) w/ CONCEALED FASTENERS THE INTERNATIONAL SYMBOL OF ACCESSIBILITY FOR HEARING IMPAIRED SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR #15090 IN FEDERAL STANDARD 595B. A.L.S. SIGNAGE 1/2"=1'-0" IHC-309A 16 4" TY P . AS REQUIRED TYP. 3/8" MIN. 1/2" MAX. (TYP.)EXIT ROUTE EXIT 1/32" RAISED CHARACTERS (TYP.). 1/2" RADIUS (TYP.) 1/4" MIN. BORDER (TYP.)CA CONTRACTED GRADE 2 BRAILLE TO MATCH COPY (TYP.). 1" HIGH LETTERS/ NUMBERS (TYP.). 60 " A . F . F . M A X . T O B A S E L I N E O F T H E HI G H E S T L I N E O F R A I S E D C H A R A C T E R S NOTES: 1. LETTER TYPE STYLE SHALL BE SANS SERIF. 2. PROVIDE DIE-RAISED ALUMINUM PANEL SIGNS W/ RAISED BORDERS AT EXTERIOR LOCATIONS. 3. PROVIDE RAISED COPY ACRYLIC SIGNS W/ BORDER FRAMES AT INTERIOR LOCATIONS. 4. ALL FASTENERS SHALL BE CONCEALED. 5. COLOR TO BE SELECTED BY ARCHITECT. 6. CONTRACTED GRADE 2 BRAILLE. SIGN TYPE 2A SIGN TYPE 2B EXIT SIGNAGE -TYPE 2A / 2B 3"=1'-0" IHC-315A 2 1/ 2 " M I N . 48 " M I N . A . F . F . T O B O T T O M O F B R A I L L E PER CBC SECTION 1117B.5.7 LIBRARY ROOM 100 TYPE 3A TYPE 3B CALIF. GRADE 2 BRAILLE TO MATCH COPY -TYP. 1/32" RAISED CHARACTERS -TYP. 1/2" RADIUS TYP. 1" H I G H LE T T E R S / NU M B E R S TY P . NOTES: 1. COORDINATE AND SCHEDULE SIGN VERBAGE WITH ARCHITECT AND DISTRICT 2. ALLOW UP TO 16 CHARACTERS FOR TYPE 3A SIGN AND UP TO 8 CHARACTERS FOR TYPE 3B SIGN. 3. LETTER TYPE STYLE TO BE HELVETICA MEDIUM. 4. PROVIDE DIE-RAISED ALUMINUM PANEL SIGNS W/ RAISED BORDERS AT EXTERIOR LOCATIONS. 5. PROVIDE RAISED COPY ACRYLIC PANEL SIGNS W/ BORDER FRAMES AT INTERIOR LOCATIONS. 6. ALL FASTENERS SHALL BE CONCEALED. 7. COLORS TO BE SELECTED BY ARCHITECT. CALIF. GRADE 2 BRAILLE TO MATCH COPY -TYP. SIGNAGE DETAIL -TYPE 3A / 3B 3"=1'-0" IHC-303 3 LENGTH AS REQUIRED 4" 1/ 4 " , M I N . 1/ 2 " , M I N . 1/ 2 " M A X . 3/ 8 " M I N . 60 " A . F . F . M A X . 6" 6" 1/ 4 " M I N . 1/ 2 " M A X . 3/ 8 " M I N . 1/ 2 " M I N . 60 " A . F . F . M A X . T O B A S E L I N E O F T H E HI G H E S T L I N E O F R A I S E D C H A R A C T E R S 48 " M I N . A . F . F . T O BO T T O M O F B R A I L L E 48 " M I N . A. F . F . 1 32 4 A 1 2 3 4 5 5 P.O. BOX 1120 VISTA, CA 92085-1120 (760) 941-4647 www.mjkarchitecture.com CONSULTANT: MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION PROJECT NAME: PROJECT ADDRESS: 6 6 B C D E AGENCY APPROVAL SHEET NO: SHEET TITLE: COPYRIGHT: PROJECT NO: CAD DWG FILE: DRAWN BY: CHK'D BY: DESCRIPTIONDATEMARK DATE: MJK ARCHITECTURE2022 REV NO: REVISIONS: ... ... ... ... ... ... TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 A8.02 DOOR & ROOM SIGNAGE 2021-07.02 MJK MJK AUGUST 30, 2022 PLAN CHK. Ma y 9 , 2 0 2 3 It e m # 6 P a g e 2 8 o f 5 0 - ... . . . . . . - -: : : : : i 0 . L ~ ~ ' j l - ' -: : : : : i 0 -C ~ " . ' ' • 4,J , ' \ P'; " k ~ zi· "( J -.i: - -< ( ~ C " ) ~ 0 ~ s,- ~ N _ . J Q:" - ~ R'.< J J ,: ( -:( ::3 "'-~ ~ 0 0 w~ .~ ~ '" ::f , ~~ ,. o 0 - ,,_ _ . . . , , ~ s"" t - 1 • / ( .. I • 1 I I I , - - - - - - - - - - - - , - 01 : , -: .. > 01 : , : ~ I I CJ - ,- ~ r0 /~ f ( I - - - - - - - · v - - - - - [/ 1 - -- - - - - - __ _ ~ _ _ /j ' d - , , -v ( / / V I ' - .. _j \ ~ ~ ~ 01 : , I ' I I ' 1 2, , , -- " C , I I P- ; - , 0 ~ . , - - : J f J ' ~ I • I i, . __ '. ' ' ' I ' : ' ' .. '· ·1 - - -... . " - _ y . . - ' ' r. , ' I , r ~· --, CD / I ' \ ·· · · - - ... . . . . ~ 0 v .. : I I ' j --- - - - ~ I ;; I/ ( - ;; V I / ~-15 V { i;; / / ' I I ' \ \ ' 4- ' ' -' - L • , I ' ~ I , ' I ' I ' I / ' I C ' ~ ,. ~ - ,- > <l <l <l < l <l <l (I ) I <l <l I • ~= - · = _ = r , = = = = = i . . . .. . . 1~ r r = = 1 = = = " ' _ = 9 (I ) . ([ ) (I ) ) ' , I ~ ~ - .. / / (I ) (I ) <] <] <] <] <] 1. MULTIPLE FINISHES AT WALL, FLOOR AND/OR CEILING. REFERENCE PLAN OR ELEVATIONS FOR LOCATIONS. 2. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS OF NEW ACOUSTICAL WALL PANELS. 3. REFER TO FLOOR PLAN FOR LOCATION OF NEW WALK-OFF MATS. GRIND EXISTING SLAB AS REQUIRED FOR FLUSH INSTALLATION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 4. PATCH WALL AND MATCH EXISTING WALL FINISH, TEXTURE, ETC. WHERE EXISTING WALL WAS REMOVED. ROOM FINISH SCHEDULE REMARKS 1. NOT ALL "REMARKS" MAY NECESSARILY BE USED OR REFERENCED. 2. IF A COLOR IS NOT SELECTED IN THE ROOM FINISH SCHEDULE, SELECTIONS SHALL BE MADE AFTER THE BID FROM THE MANUFACTURER'S FULL RANGE OF AVAILABLE COLORS. 3. INTERIOR FINISHES SHALL COMPLY WITH CHAPTER 8 OF THE 2010 C.B.C. (TABLE 803-9), AND SHALL HAVE A MINIMUM A MINIMUM FLAME SPREAD AS FOLLOWS: CLASS "A": FLAME SPREAD 0-25; SMOKE DEVELOPED 0-450. CLASS "B": FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450. CLASS "C": FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450. ROOM FINISH GENERAL NOTESROOM FINISH SCHEDULE LEGEND FLOOR WAINSCOT F0 EXISTING FLOOR FINISH TO REMAIN F1 NEW CONCRETE F2 UNGLAZED CERAMIC MOSAIC TILE F3 PORCELAIN PAVER TILE F4 RESILIENT FLOORING -SHEET VINYL F5 VINYL COMPOSITION TILE F6 LINLOEUM TILE F7 CARPET F8 TWO LAYERS OF 3/4" PLYWOOD F9 RESILIENT SPORTS FLOOR WT0 EXISTING WAINSCOT FINISH TO REMAIN WT1 GLAZED CERAMIC TILE WT2 3/4" THICK AC PLYWOOD OVER GYP. BRD. REFER TO ELEC. BASE WALLS B0 NONE B1 EXISTING BASE TO REMAIN B2 UNGLAZED CERAMIC MOSAIC TILE B3 PORCELAIN PAVER TILE B4 TOPSET COVED RUBBER WALL BASE B5 INTEGRAL COVED SHEET VINYL BASE (4") B6 COVED GLAZED CERAMIC TILE TO MATCH WALL TILE W0 EXISTING WALL SUBSTRATE TO REMAIN W1 5/8" GYPSUM WALLBOARD W2 5/8" TYPE 'X' GYPSUM WALLBOARD W3 5/8" MOISTURE RESISTANT GYPSUM WALLBOARD W4 2-LAYERS OF 1/2" TYPE 'X' GYPSUM BOARD W5 5/8" HIGH IMPACT GYPSUM BOARD. W6 EXPOSED CONCRETE MASONRY CEILINGS FINISHES C0 EXISTING TO REMAIN C1 5/8" GYPSUM WALLBOARD C2 5/8" TYPE 'X' GYPSUM WALLBOARD C3 TYPE 1 ACOUSTICAL TILE CEILING (2x2) C4 TYPE 2 ACOUSTICAL TILE CEILING (2X4) C5 TYPE 3 ACOUTICAL CEILING TILE (2X4) C6 EXPOSED ROOF STRUCTURE A NONE B FACTORY FINISH C SLIP RESISTANT D PAINTED -FLAT E PAINTED -EGGSHELL ENAMEL F PAINTED -SEMIGLOSS ENAMEL G PAINTED -EPOXY H ANTI-GRAFFITI COATING I VARNISH J VINYL WALLCOVERING K VINYL COVERED TACKSURFACE L FABRIC COVERED TACKSURFACE M FIBERGLASS REINFORCED PLASTIC PANELS (FRP) N CONCRETE SEALER O ACOUSTICAL PANELS P ACOUSTICAL FABRIC WALLCOVERING Q VENETIAN PLASTER R GLUE-ON 12"x12" ACOUSTICAL CEILING TILE S STAINED & POLISHED CONCRETE 1 32 4 A 1 2 3 4 5 5 P.O. BOX 1120 VISTA, CA 92085-1120 (760) 941-4647 www.mjkarchitecture.com CONSULTANT: MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION PROJECT NAME: PROJECT ADDRESS: 6 6 B C D E AGENCY APPROVAL SHEET NO: SHEET TITLE: COPYRIGHT: PROJECT NO: CAD DWG FILE: DRAWN BY: CHK'D BY: DESCRIPTIONDATEMARK DATE: MJK ARCHITECTURE2022 REV NO: REVISIONS: ... ... ... ... ... ... TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 A9.01 ROOM FINISH SCHEDULE 2021-07.02 MJK MJK AUGUST 30, 2022 PLAN CHK. ROOM FINISH SCHEDULE - BREW TECH LAB Room Number Area Room Name FLOOR BASE WAINSCOT WALLS CEILING RemarksMAT. FIN. MAT. FIN. MAT. FIN. HGT . ELEV. 1 / 1.5 ELEV. 2 / 2.5 ELEV. 3 / 3.5 ELEV. 4 / 4.5 MAT. FIN. HGT .MAT. FIN. MAT. FIN. MAT. FIN. MAT .FIN. 9 1771 SF Brew Tech Lab Grand total: 1 1771 SF ROOM FINISH SCHEDULE - WELDING LAB Room Number Area Room Name FLOOR BASE WAINSCOT WALLS CEILING RemarksMAT. FIN. MAT. FIN. MAT. FIN. HGT . ELEV. 1 / 1.5 ELEV. 2 / 2.5 ELEV. 3 / 3.5 ELEV. 4 / 4.5 MAT. FIN. HGT .MAT. FIN. MAT. FIN. MAT. FIN. MAT .FIN. 53 1152 SF Welding Lab F5 B / C B4 B N/A N/A N/A W0 E W0 E W0 E W0 E C5 FF 9' - 0" 4 Grand total: 1 1152 SF Ma y 9 , 2 0 2 3 It e m # 6 P a g e 2 9 o f 5 0 ,&i_i.O ARcf.t/r· lL "0 . ....., MICHAEL J. KAN __... *11/Wur}'jrJ/i,. * No. C:179§'d44 _(5)4'-EXP~ 66/23 ,.,_~-,?r~ ,,_o,:. ~ "Op CA\.Y' . 6 6 6 6 6 6 © Ma y 9 , 2 0 2 3 It e m # 6 P a g e 3 0 o f 5 0 1 A I I B I I C I I D E 1 2 3 MECHANICAL LEGEND (SYMBOLS) AND ABBREVIATIONS VALVES AND FlTllNGS PIPING SYMBOLS ---161--BALL VALVf. -RL- ---N-CHECK VALVf. -RS- ~ BACKFLOW PREl/f.NTOR -RG- ---1><1--GATE VALE -HWS- ~ PRESSURE REDUCING VALVE -HWR- -----0<J--CONTROL VALVf. -CHWS--- ----M--CALIBRATED BALANCING VALVf. -CWSR---- ----r-.t--BUffiRFlLY VALVf. -cws- -----1"3--PLUG VAL Vf. -CWR- --IX!--GLOBE VALVE -STM- --IO I--AUTOMATIC FlLOW CONTROL VALVE ---CN- ----r¾--TRIPLE DUTY VALVE -FW- ____re.__ SOLENOID VALVE --SW- ---IIJ--STEAM TRAP -D- llilll SMOKE DUCT DETECTOR -CSTM- --ii--BLIND FlLANGE -CCA- t-TRICLAMP -VAC- E--PIPE CAP (THREADED) I--PIPE CAP (WELDED) ---ti>--UNION - ----i)--REDUCER -----iy-STRAINER ~ THERMOMETER ~ PRESSURE GAUGE f RELIEF VALVE ~ AUTOMATIC AIR Vf.NT --iV\1---FLEXIBLE PIPE CONNECTION A/C AIR CONDITIONING FA ABS ABSOLUTE FC AFF ABOVf. FINISHED FLOOR FlLA AFG ABOVf. FINISHED GRADE FlLX ALUM. ALUMINUM FlPM AMPS AMPERES FlPS AP ACCESS PANEL GAL ATM. ATMOSPHERE GALV AUTO. AUTOMATIC GE BAS BUILDING AUTOMATION SYSTEM GPH BHP BRAKE HORSE POWER GPM B/G BELOW GRADE HP BTU BRITISH THERMAL UNIT HVAC CFlM CUBIC FEET PER MINUTE HZ DB DRY BULB IN DOC DIRECT DIGITAL CONTROL IN WG DIA DIAMETER K.W. ON D01\N LAT DTR D01\N THROUGH ROOF LOB E OR (E) EXISTING LWB EA EXHAUST AIR LWT EAT ENTERING AIR TEMPERATURE MA EDB ENTERING DRY BULB TEMPERATURE NC ETR EXISTING TO REMAIN NO ESP EXTERNAL STATIC PRESSURE N.I.C. EWB ENTERING WET BULB TEMPERATURE NTS EWT ENTERING WATER TEMPERATURE SPIRAL ROUND BRANCH DUCT \ (SIZE AS INDICTED ON FlLOOR PLANS) REFRIGERANT LIQUID IAI B I REFRIGERANT SUCTION REFRIGERANT GAS HEATING HOT WATER SUPPLY ~ HEATING HOT WATER RETURN CHILLED WATER SUPPLY CHILLED WATER RETURN ~ CONDENSER WATER SUPPLY CONDENSER WATER RETURN PLANT STEAM CONDENSATE RETURN ffi FlEEDWATER (STEAM) SOFTWATER DRAIN CLEAN STEAM CLEAN COMPRESSED AIR VACUUM 0 PIPE DOWN PIPE UP 0 PIPE DOWN EB ~ B [::.iii ~ ~,$$$$' i Ill R Ill t illl-Llllt { * s " --<I 0 (XX-X) ABBREVIATIONS FREE AREA IN SQUARE FEET OSA FAIL CLOSED; FLEXIBLE CONNECTION OBD FlULL LOAD AMPS OED FlLEXIBLE CONNECTION PH FlEET PER MINUTE PLBG FlEET PER SECOND PSIG GALLON QTY GALVANIZED RA GENERAL EXHAUST S.S. GALLON PER HOUR SA GALLON PER MINUTE SEC HORSE POWER SFD HEATING Vf.NTILATING AND AIR-CONDITIONING SP HERTZ INCHES INCHES OF WATER GAUGE KILOWATTS LEAVING AIR TEMPERATURE LEAVING DRY BULB TEMPERATURE LEAVING WET BULB TEMPERATURE LEAVING WATER TEMPERATURE MAKEUP AIR NORMALLY CLOSED NORMALLY OPEN NOT IN CONTRACT NOT TO SCALE PROVIDE PLASTIC ZIP CORD FAS TENER (TYP /2). SEE GENERAL NOTE 2 FOR OPTION. SQ.FT. SID TBR TEMP. TIF TSP TYP U.N.O. UTR W/ W/0 WB WMS VFD NSULATED FLEXIBLE DUCT 5'-0" MAXIMUM LENGTH 45 DEG ' SQUARE DIFFUSER / REGISTER A = DESIGNATION B = AIRFlLOW GRILLE A = DESIGNATION B = AIRFlLOW C= SIZE LINEAR DIFFlUSER A = DESIGNATION B = AIRFlLOW C= LENGTH (FEET) D = NUMBER Of SLOTS E -SLOT SIZE (INCHES) EQUIPMENT TAG A = TYPE B = EQUIPMENT NUMBER / UNIQUE IDENTIFlER SUPPLY DIFFlUSER THROW DIRECTION AS INDICTED ON PLANS (4-WAY IF NONE INDICATED) RETURN GRILLE EXHAUST GRILLE DETAIL/SHEET REFlERENCE (DETAIL "A" ON DRAWING "B") SECTION OR ELEVATION REFlERENCE (SECTION "A" ON DRA\\1NG "B") SUPPLY DUCT SECTION RETURN DUCT SECTION EXHAUST DUCT SECTION REMOVE EXIST. EQUIP. OR PIPES SHOWN HATCHED DUCT RISE (IN DIRECTION OF ARROW) DUCT DROP (IN DIRECTION Of ARROW) DUCT 111TH SOUND INSULATION/LNING CONNECT TO EXISTING EQUIPMENT, DUCTWORK, PIPING LIMITS OF DUCTWORK, PIPING DISCONNECTION SMOKE FIRE DAMPER (SFD) ROOM SENSOR (ASSOCIATED MECHANICAL UNIT) OUTSIDE AIR OPPOSED BLADE DAMPER OPEN END DUCT PHASE PLUMBING POUNDS PER SQUARE INCH GAUGE QUANTITY RETURN AIR STAINLESS STEEL SUPPLY AIR SECOND SMOKE FIRE DAMPER STATIC PRESSURE SQUARE FlEET OR SQUAR FOOT STANDARD TO BE REMOVf.D TEMPERATURE TRANSFlER TOTAL STATIC PRESSURE TYPICAL UNLESS NOTED OTHER\\1SE UP THROUGH ROOF 111TH WITHOUT WET BULB WIRE MESH SCREEN VARIABLE FREQUENCY DRIVf. J I A ATTACH HANGER WIRE TO STRUCTURE 2 VOLUME □AMER 111TH LOCKING DAMPER __/ REGULATOR. LOCATE AT CONECTINO TO FlLEXIBLE DUCT OR BRANCH CONNECTION TO MAIN DUCT. 1 SEE SUPPORT NOTE 2. ===& T A-----2" \\1DE SHEETMETAL STRAP AT MID-LENGTH OF FlLEXIBLE DUCT LAY-IN TYPE DIFFUSER ( SEE SUPPORT NOTE I. o o oJ f / T-BAR CEILING \ ' .JJ;----~- \_ ATTACH DUCT TO CEILING DIFFUSER WITH STAINLESS STEEL BAND 111TH HEX SCREW TO TIGHTEN BANK 111TH A WORM-GEAR ACTION. GENERAL NOTES: SUPPORT NOTES; >----------------------' 1. ROUND NECK CEILING DIFFUSER SHOWN. PROVIDE SQUARE TO ROUND I. PROVIDE CEILING GRID CUP AT TWO OPPOSITE SIDES OF GRILLE ATTACHED TRANSITION (8" MIN. HEIGHT) FOR SQUARE NECK DIFFlUSERS. TO GRILLE v.1TH SHEETMETAL SCREWS. 2. WHERE FACTORY INSTALLED SHEET METAL FlTTING ENDS ARE PROVIDED, ATTACH TO BRANCH DUCT 111TH SHEET METAL SCREWS AND DUCT SEALER. CEILING DIFFUSER (BRANCH DUCT TAKE-OFFJCALE: NONEG) 3 4 4 5 MECHANICAL PLAN CHECK NOTES I. CALIFORNIA MECHANICAL CODE (CMC) 2019, CALIFORNIA PLUMBING CODE (CPC) 2D19 AND 2D19 TITUE 24 ENERGY STANDARDS ARE THE CODES/STANDARDS THAT ARE APPLICABLE TO THIS PROJECT. 2. ALL INSULATION MATERIAL SHALL COMPLY 111TH THE CMC SECTION 602.2. FlLAME SPREAD-RATING OR 25 OR LESS AND A SMOKE DEVf.LOPED RA TING OF 50 OR LESS. 3. HVAC DUCTWORK SYSTEMS SHALL BE INSULATED \IHH MATERIALS CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 110.8, 120.3, AND 120.4 OF THE CALIFORNIA ENERGY EFFICIENCY STANDARDS, AND 2019 CALIFORNIA MECHANICAL CODE (CMC) CHAPTER 6, TABLE 6-D. FlLAME SPREAD-RATING OR 25 OR LESS AND A SMOKE DEVf.LOPED RATING OF 50 OR LESS. 4. HVAC SYSTEMS AUTOMATIC CONTROLS SHALL COMPLY 111TH THE CONTROL REQUIREMENTS PER SECTIONS 110.2 AND 120.2 OF THE CALIFORNIA ENERGY EFFICIENCY STANDARDS. 5. ALL MATERIALS EXPOSED \\1THIN DUCTS OR PLENUMS, FLEXIBLE DUCTS AND DUCT INSULATION SHALL COMPLY 111TH CMC SECTION 602.2 AND SHALL HAVE A FlLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVf.LOPED RATING OF NOT MORE THAN 50. 6. PROVIDE SMOKE DETECTORS ON AIR MOVING SYSTEMS EXCEEDING 2000 CFM AT SUPPLY AIR DUCTS. (2019 CMC 608.1) 7. FACTORY-MADE FLEXIBLE AIR DUCTS AND CONNECTORS SHALL NOT BE MORE THAN 5 FEET IN LENGTH PER SECTION 603.4.1 CMC. B. PENETRATIONS IN FlRE-RESISTIVE WALLS, PARTITIONS AND FlLOORS WHERE PROTECTED OPENINGS ARE REQUIRED SHALL BE FIRE STOPPED USING APPROVf.D MATERIALS, SECURELY INSTALLED AND CAPABLE OF MAINTAINING THEIR INTEGRITY AND PREVENTING THE MOVEMENT OF HOT FlLAMES OR GASES THROUGH THE VOID SPACES BETWEEN PENETRATING MATERIALS AND WALLS, PARTITIONS AND FLOORS WHEN TESTED IN ACCORDANCE l'ITH ASTM STANDARD E-B14 OR UL STANDARD 1479. PROVIDE DESIGN DETAILS ON ORA\\1NGS DEPICTING APPROVED (LISTED) METHODS AND MATERIALS USED TO PROTECT PENETRATIONS IN WALLS, PARTITIONS AND FlLOORS. MECHANICAL CAL GREEN NOTES I. AT TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL STARTUP OF HEATING, COOLING AND Vf.NTILATING EQUIPMENT, All DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED 111TH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM. (CAL GREEN SEC: 5.504.3) 2. PROVIDE THE BUILDING OWNER OR REPRESENTATIVf. 111TH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF GUARANTIES/WARRANTIES FOR EACH SYSTEM. O&M INSTRUCTIONS SHALL BE CONSISTENT v.1TH OSHA REQUIREMENTS IN CCR, TITUE 8, SECTION 5142 AND OTHER RELATED REGULATIONS. 3. PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE 111TH INDUSTRY BEST PRACTICES AND APPLICABLE NATIONAL STANDARDS ON EACH SYSTEM. (CG 5.410.3) BEFORE A NEW SPACE-CONDITIONING SYSTEM SERVING A BUILDING OR SPACE IS OPERATED FOR NORMAL USE, THE SYSTEM SHALL BE BALANCED IN ACCORDANCE 111TH THE PROCEDURES DEFINED BY THE TESTING, ADJUSTING AND BALANCING BUREAU NATIONAL STANDARDS; THE NATIONAL ENVIRONMENTAL BALANCING BUREAU PROCEDURAL STANDARDS; OR ASSOCIATED AIR BALANCE COUNCIL NATIONAL STANDARDS. (CG 5.410.4.3.1) AFTER COMPLETION OF TESTING, ADJUSTING AND BALANCING (TAB), PROVIDE A FINAL REPORT OF TESTING SIGNED BY THE INDl\'lDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. (CG 5.410.4.4) ABMIENT AIR CLEANER SUPPLY FAN FlLTERS 6 HVAC GENERAL NOTES I. CONTRACTOR SHALL VERIFY ALL EQUIPMENT MODEL NUMBERS, CAPACITIES, SIZES, VOLTAGES, AND ALL OTHER SCHEDULED INFORMATION 111TH ALL OTHER APPLICABLE TIRADES AND WITH THE MANUFACTURER PRIOR TO INSTALLATION. 2. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, POCs, AND AVAILABILITY OF ALL EXISTING ITEMS PRIOR TO INSTALLATION OF ANY MATERIAL OR EQUIPMENT. 3. THESE DRAv.1NGS ARE ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL NECESSARY OFFSETS OF DUCTWORK AND PIPING. THE CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVf. HEADROOM, AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE CONSISTENT WITH NORMALLY ACCEPTABLE INDUSTRY STANDARDS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS THAT WOULD AFFECT THE SYSTEM PERFORMANCE OR WHICH WOULD INCUR ADDITIONAL COSTS. THIS NOTIFlCATION SHALL BE MADE PRIOR TO THE INSTALLATION OF THE ITEMS CONCERNED. 4. NEW AND/OR EXISTING EQUIPMENT INDICATED ON THIS DRA\\1NG IS SHOWN IN APPROXIMATE POSITION(S). CONTRACTOR SHALL FIELD Vf.RIFY ALL EXISTING CONDITIONS INCLUDING EQUIPMENT LOCATIONS, POCs AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN All CASES, ADEQUATE ACCESS (PER MANUFACTURER'S RECOMMENDATIONS AND CODE COMPLIANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PROVIDED. 5. ALL WORK SHALL BE DONE IN ACCORDANCE 111TH ALL APPLICABLE CODES. NOTHING SHOWN IN THE PLANS OR STATED IN THE SPECIFlCATIONS IS INTENDED TO INDICATE THAT THE INSTALLATION OF CONNECTIONS OF ANY ITEM DR DE\'lCE SHOULD BE DONE CONTRARY TO THE MANUFACTURER'S INSTRUCTIONS AND ALL APPLICABLE CODES AND REGULATIONS. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE INSTALLATION AND CONNECTIONS OF ALL ITEMS AND DEVICES CONFORM TO MANUFACTURER'S INSTRUCTIONS AND TO ALL APPLICABLE CODES AND REGULATIONS. 6. ALL HVAC EQUIPMENT, MATERIAL, AND ALL CONNECTION THERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURER'S INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM. 7. DUCT SIZES INDICATED ON DRA\\1NGS ARE IN~DE NET CLEARANCE DIMENSIONS. B. CONTRACTOR MAY, AT HIS OPTION, REVISE DUCTWORK SIZING AND ROUTING TO ALLOW FOR INSTALLATION IN THE AVAILABLE SPACE. DUCTWORK THAT IS RESIZED MUST MAINTAIN THE SAME CROSS-SECTIONAL AREA. FlLEX DUCT IS LIMITED TO A MAXIMUM OF 5' AT EACH REGISTER. 9. ALL SUPPLY, RETURN, AND EXHAUST REGISTER CONNECTIONS TO DUCTWORK SHALL BE PRO\'lDED v.1TH ACCESSIBLE MANUAL VOLUME DAMPERS. ALTERNATIVf.LY, ACCES~BLE MANUAL VOLUME DAMPERS MAY BE PROVIDED IN DUCT WORK FlEEDER LINES SERVING INDl\'lDUAL REGISTERS. 10. IF THE CONTRACTOR'S USE OF SUBSTITUTE MATERIALS, EQUIPMENT, OR METHODS OF INSTALLATION REQUIRES ANY CHANGES IN OTHER TRADES' WORK FROM THAT SHOWN ON THE DRAv.1NGS, THE EXTRA COST OF THE OTHER TRADES WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INITIATING THE SUBSTITUTION. 11. SUBMITTALS: APPROVAL OF SUBMITTALS DOES NOT RELEASE THE CONTRACTOR FROM OBLIGATIONS TO COMPLY 111TH All REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS OR APPLICABLE CODE REGULATIONS. LIMITATION ON FLEXIBLE DUCT PER CMC 603.4.1 & 603.5 THE USE OF FACTORY MADE FLEXIBLE AIR DUCTS SHALL BE LIMIITED AS FOLLOWS: (1) CANNOT BE GREATER THAN 5' IN LENGTH, (2) CANNOT BE USED AS A REPLACEMENT OF RIGID ELBOWS (I.E. ONLY AN ELBOW CONNECT TO A TERMINAL DEVICE/REGISTER IS ACCEPTABLE), (3) SAG BETWEEN SUPPORTS HANGERS SHALL NOT EXCEED 1/2" PER FOOT OF SUPPORT SPACING, AND (4) THE ELBOW CONNECTION TO THE TERMINAL DEVICE/REGISTER IS REQUIRED TO HAVf. A BEND RADIUS NOT LESS THAN ONE DUCT DIAMETER. DUCT LEAKAGE TEST DUCT LEAKAGE TESTING SHALL BE CONDUCTED IN COMPLIANCE 111TH CMC 603.10.1. PLAN I MANUFACTURER & I AIRFlLOW ESP MOTOR DATA I I OPER. WT. MARK MODEL NO. (IN WG) HP I PRE FINAL (LIBS.) (CFM) QTY (EA) V/PH/HZ ~ MICRO AIR 2,500 0.75 1 3 I 20B/3/60 I MERV 8 I MERV 15 I 270 I~ MX3510 REMARKS: CD PRO\'lDE SMOKE DUCT DETECTOR IN SUPPLY AIR STREAM AND INTERLOCK Y,1TH FIRE ALARM SYSTEM AND UNIT FOR SHUTDOWN PER 60B OF THE CALIFORNIA MECHANICAL CODE. 0 PRO\'lDE BACK RETURN, FRONT DISCHARGE, ~DE FILTER ACCESS AND FlLANGES CONNECTION FOR DUCTED SUPPLY AND RETURN. AIR DISTRIBUTION DEVICE SCHEDULE PLAN MARK 1s11 -I IR11 -I MANUFACTURER & MODEL NO. PRICE SMCD PRICE POOR SERVICE SUPPLY EXHAUST / RETURN NECK SIZE 6,6 8x8 10,10 12,12 14,14 18,18 6" B" 10· 12· 14• 18x1B 22,22 AIRFlLOW (CFlM) FACE SIZE BORDER TYPE 0 -100 110 -220 230 -390 400 -600 24x24 LAY-IN 610 -800 810 -1350 0 -10D 110 -22D 230 -39D 400 -60D 24,24 LAY-IN 610 -BOO B1D -130D 1310 -1B00 5 DESCRIPTION MODULAR CORE SUPPLY DIFFUSER 111TH FOUR REMOVABLE AIRFlLOW MODULES PER FORA TED FACE RETURN GRILLE FINISH OFF WHITE OFF WHITE REMARKS PROVIDE SQUARE-TO-ROUND ADAPTER. INSTALL 111TH 4-WAY THROW UNLESS NOTED OTHER\\1SE ON PLANS. SIZE NECK SIZE TO EQUAL THE LARGER OF THE DUCT SIZE INDICTED ON THE PLANS OR THE NECK SIZE SCHEDULE ACCORDING TO AIRFlLOW. IN CASES OF TRANSFlER DUCTS, SIZE NECK PER DUCT SIZE INDICATED ON PLANS. SUBSTITUTE SQUARE NECK FOR LOW CLEARANCE APPLICATION. 6 AGENCY APPROVAL MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION &-,,DA. rcC i* I "2""z f .I. \ -No. df 7, u"~ EXP . P.O. BOX 1120 VISTA, CA 92085-1120 I (760) 941-4647 www.mjkarchitecture.com CONSULTANT: .J&R Engineering & Consulting, Inc. 16769 Bernardo Center Drive, Suite 1 #768 San Diego, CA 92128 PROJECT NAME: TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS PROJECT ADDRESS: 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 REVISIONS: MARK I DATE I □ESC~PTION t:,_ . t:,_,. -6.1. t:,_,. t:,_,. t:,_,. DATE: REV NO: CON. DOC. 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RECONNECT LOW VOLTAGE \\IRING AND REMOTIE SENSOR AS REQUIRED. 0 INSTALL IN ACCESSIBLE LOCATION ABOVE CEILING TO ALLOW FOR ROUTINE MAJNTIENANCE AND FIL TIER REPLACEMENT. 0 REBLANCE EXISTING DIFFUSER / GRILLE TO VALUE INDICATIED. TYPICAL. 6 AGENCY APPROVAL MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION fl"0 ARc,,,,. P.O. BOX 1120 <c, I t:: KAN > VISTA, CA 11*( ~""f ~ * 92085-1120 ~ 6i7ii0~.f" (760) 941-4647 Is'.!:-p, cAL'' www.m1karch1tecture.com CONSULTANT: .J&R Engineering & Consulting, Inc. 16769 Bernardo Center Drive, Suite 1 #768 San Diego, CA 92128 PROJECT NAME: TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS PROJECT ADDRESS: 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 REVISIONS: MARK I DATE I □ESC~PTION L',.,. L',.,. ,6, •. L',.,. L',.,. L',.,. DATE, REV NO: CON. DOC. PROJECT NO: 2021-07.02 CAD DWG FILE• DRAWN BY: CH~DBY• COPYRIGHT: @ 2022 MJKARCHITECTURE SHEET TITLE: MECHANICAL FLOOR PLAN -NEW WORK SHEET NO: M200 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 3 3 o f 5 0 1 A I I B C I I D E 1 2 3 PLUMBING LEGEND (SYMBOLS) AND ABBREVIATIONS VALVES AND FlTllNGS PIPING SYMBOLS --w--SEWER OR WASTE BELOW FlLOOR OR GRADE ~ FLOOR SINK --161--BALL VALVE W--SEWER OR WASTE ABOVE FLOOR OR GRADE @) FLOOR DRAIN --N--CHECK VALVE --GW--GREASE WASTE BELOW FlLOOR OR GRADE @ ROOF DRAIN / OVERFLOW DRAIN ----1'--N-BACKFLOW PREVENTOR --LW--LAB WASTE BELOW FlLOOR OR GRADE ID AREA DRAIN / DECK DRAIN ------1><1--GATE VALE --LW--LAB WASTE OR WASTE ABOVE FLOOR OR GRADE 0 SEWER CONNECTION ~ PRESSURE REDUCING VALVE PIPE 111TH HEAT TRACE -----0<J--CONTROL VALVE ® WATER CONNECTION --RD--ROOF DRAIN ---ll<I--CALIBRATED BALANCING VALVE --ORD--OVERFLOW ROOF DRAIN @) STORM DRAIN CONNECTION ----t-.1--BUffiRFLY VALVE --CD --CONDENSATE DRAIN EQUIPMENT TAG -PLUG VALVE --v--SANITARY VENT ffi A = TYPE --IO I--AUTOMATIC FlLOW CONTROL VALVE B = EQUIPMENT NUMBER / UNIQUE IDENTIFIER V--LAB VENT ----r¾----TRIPLE DUTY VALVE -----DOMESTIC COLD WAITR (CW) (A-B) PWMBING FIXTURE TAG ----!--SOLENOID VALVE A = FIXTURE TYPE --- ---DOMESTIC HOT WATER (HW) B = FIXTURE IDENTIFIER ---it--BLIND FlLANGE - - - - -DOMESTIC HOT WATER RETURN (HWR) EB DETAIL/SHEET REFERENCE --+--TRI-CLAMP -----INDUSTRIAL COLD WATER (ICW) (DETAIL "A" DN DRAl\1NG "B") --- ---INDUSTRIAL HOT WATER (IHW) ~ SECTION REFERENCE E--PIPE CAPE - - - - -INDUSTRIAL HOT WATER RETURN (IHWR) (SECTION "A" ON DRAWING "B") -1-UNION CONNECT TO EXISTING EQUIPMENT, DUCTWORK, PIPING --CCA--CLEAN COMPRESED AIR --0--REDUCER --VAC--VACUUM ~,~~~~,. REMOVE EXIST. EQUIP. OR PIPES SHOWN HATCHED ------\,I--STRAINER s CONNECTION TO EXISTING PIPE --SW SOFTWATER ~ THERMOMETER --0--DRAIN "1 LIMITS OF PIPING DISCONNECTION ~ PRESSURE GAUGE e PIPE DOWN -----ilJ,--TRAP PRIMER 0 PIPE UP Ill WATER HAMMER ARRESTOR (P.D.I. SIZE) ~ RELIEF VALVE : PIPE DOWN Elli CLEAN-OUT TO GRADE (COTG) ell FLOOR CLEAN OUT (co) I WALL CLEAN-OUT OR CLEAN-OUT BELOW FlLOOR ABBREv1A TIONS A/C ABOVE CEILING FPM FEET PER MINUTE PH PHASE AD AREA DRAIN FPS FEET PER SECOND PLBG PLUMBING AFF ABOVE FlNISHED FlLOOR GAL GALLON PSIG POUNDS PER SQUARE INCH GAUGE AFG ABOVE FlNISHED GRADE GPH GALLON PER HOUR QTY QUANTITY AP ACCESS PANEL GPM GALLON PER MINUTE s SINK ARCH ARCHITECT OR ARCHITECTURAL HDR HEADER S.S. STAINLESS STEEL B/G BELOW GRADE HP HORSE POWER SEC SECOND B/F BELOW FLOOR HPG HIGH PRESSURE GAS SH SHOWER BEL BELOW HVAC HEATING VENTILATING ANO AIR-CONDITIONING SHT SHEET CLG CEILING HZ HERTZ sov SHUT-OFF VALVE CONC CONCRETE I.E. INVERT ELEVATION SPEC SPECIFICATION CONT CONTINUATION IN INCHES SO.FT. SQUARE FEET OR SQUARE FOOT CONTR CONTRACTOR IN WG INCHES OF WATER GAUGE STID STANDARD DEG F DEGREES FAHRENHEIT INV INVERT STRUCT STRUCTURAL DIA DIAMETER K.W. KILOWATTS lBR TO BE REMOVED ON DOWN LAV LAVATORY TEMP. TEMPERATURE DWGS DRAWINGS LPG LOW PRESSURE GAS TYP TYPICAL DTR DOWN THROUGH ROOF MAX MAXIMUM UR URINAL E EXISTING MECH MECHANICAL U.N.O. UNLESS NOTED OTHERl\1SE ELECT ELECTRICAL MFlR. MANUFACTURER UTR UP THROUGH ROOF ELEV ELEVATION MIN MINIMUM VTR VENT THRCXJGH ROOF ETR EXISTING TO REMAIN MPG MEDIUM PRESSURE GAS WC WATER CLOSET EWC ELECTRIC WATER COOLER MS MOP SINK W/ WITH FFE FINISH FlLOOR ELEVATION MTID MCXJNTED W/0 111THOUT FIN FINISH OR FlNISHED NIC NOT IN CONTRACT VFD VARIABLE FlREQUENCY DRIVE FLR FLOOR NO NUMBER FT FEET OR FOOT NP NON-POTABLE FLX FlLEXIBLE CONNECTION NTS NOT TO SCALE OPER OPERATING 4 5 PLUMBING PLAN CHECK NOTES 1. WIHERE PLUMBING PENETRATES THE FlRE RESISTIVE WALLS (AREA SEPARATION AND OCCUPANCY SEPARATION), THE SECTION PASSING THROUGH THE WALL SURFACE, AND THE FIXTURE CONNECTIONS ATTACHED THERETO, SHALL MEET CBC, FlRE AND TEMPERATURE RATING. 2. ALL WATER HEATERS SHALL BE LISTED IN THE CEC LIST OF APPROVED WATER HEATERS. 3. ALL SER\o1CE HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH CEC T-24, LATEST VERSION 4. ALL HOSE BIBBS SHALL HAVE PERMANENTLY MOUNTED VACUUM BREAKERS. 5. CROSS CONNECTION PROTECTION SHALL BE PROVIDED AT All POTABLE WATER SUPPLIED APPLIANCES AND EQUIPMENT. 6. BACK FLOW PREVENTION ASSEMBLIES SHALL BE TESTED BY A CERTIFIED BACK FLOW ASSEMBLY TESTER PRIOR TO USE OR OCCUPANCY. 7. LAVATORY FAUCETS IN TRANSIENT PUBLIC REST ROOMS SHALL BE THE SELF-CLOSING TYPE, PER 407.4 CPC. 8. ALL CONDENSATE DRAIN PIPING FROM MECHANICAL UNITS SIZED ACCORDING TO 2019 CALIFORNIA MECHANICAL CODE TABLE 11-E. SLOPE ALL CD AT 1% TYPICAL. 9. A WATER HEATER PRESSURE AND TEMPERATURE RELIEF VALVE THAT TERMINATES OUTSIDE THE BUILDING SHALL COMPLY 111TH SECTION 608.5 CPC 10. WATER HEATERS SHALL BE BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION PER SECTION 50B.2 CPC 11. VALVES, FlXTURES AND ALL OTHER APPURTENANCES SHALL CONFORM TO THE REQUIREMENTS OF CALIFORNIA ASSEMBLY BILL AB1953, LOW LEAD CONTENT AS APPLICABLE. 12. PLUMBING FlXTURES (WATER CLOSETS AND URINALS) AND FlTTINGS (FAUCETS AND SHOWERHEADS) SHALL MEET THE STANDARDS REFERENCED IN TABLE 5.503.6 OF Dlv1SION 5.3 OF THE 2019 CALIFORNIA GREEN CODE. 13. ALL SANITARY SYSTEM MAITRIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. 14. EACH VENT SHALL RISE VERTICALLY TO A PClNT NOT LESS THAN SIX (6) INCHES ABOVE THE FlLOOD LEVEL RIM OF THE FIXTURE SERVED BEFORE OFFSETTING HORIZONTALLY OR BEFORE BEING CONNECTED TO ANY OTIHER VENT. PIPE MATERIAL SCHEDULE DOMESTIC WATER PIPING ABOVE & BELOW GRADE, INSIDE BUILDING: 1. TYPE "L" COPPER TUBING, HARD DRAWN CONFORMING TO ASTM B 88, WITH WIROUGHT COPPER SOLDER SWEAT FITllNGS CONFORMING TO ASTM B 16.22. 2. ANY WATER PIPING LOCATED BELOW GRADE SHALL BE HARD DRAWN TYPE "K" COPPER TUBING WITH BRAZED JClNTS WRAPPED IN PE FlLM. SEWER WASTE & VENT PIPING ABOVE AND BELOW GRADE: 1. SOLID-WALL PVC PIPE, ASTM D 2665, DRAIN, WASTE AND VENT PIPING. PVC SOCKET FlTTINGS CONFORMING TO ASTM D 2665, SOCKET TYPE, MADE TO ASTM D 3311 DRAIN, WASTE, AND VENT PAffiRNS. INSTALL BELOW SLAB/GRADE PVC PIPING PER ASTM D 2321. COMPRESSED AIR AND NITROGEN PIPING (CONCEALED): 1. TYPE "L" COPPER TUBING, CLEANED FOR OXYGEN SERFlCE, 111TH BRAZED JOINTS. CAL GREEN FIXTURE WATER USE FIXTURE REFERENCED USE LIMIT STANDARD ~ ~" EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 1.28 GPF. , 0, EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 0.125 GPF. SINGLE SHOWERHEAD 5.303.3.3.1 MAXIMUM FLOWRATE OF NOT MORE TIHAN 1.B GPM AT 80 PSIG. MULTIPLE SHOWERHEADS 5.303.3.3.2 COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER SER\1NG ONE SHOWER CXJTLETS CONTROLLED BY A SIGNLE VALVE SHALL NOT EXCEED 1.B GPM AT 8D PSIG. NON-RESIDENTIAL 5.303.3.4.1 MAXIMUM FLOW RATE OF NOT MORE THAN 0.5 GPM AT 60 PSIG. LAVATORY FAUCETS KITCHEN FAUCETS 5.303.3.4.2 MAXIMUM FLOW RATE OF NOT MORE THAN 1.B GPM AT 60 PSIG. METERING FAUCETS 5.303.3.4.4 FlLOW RATE SHALL NOT DELIVER MORE THAN 0.2 GALLONS PER CYCLE. STANDARDS FOR 5.303.3.6 PLUMBING FlXTURES AND FlTllNG SHALL BE INSTALLED IN PLUMBING FIXTURES ACCORDANCE 11111H THE CALIFORNIA PLUMBING CODE, AND SHALL METET THE APPLICABLE STANDARDS REFERENCED IN TALBE 1701.1 OF TIHE CPC AND IN CHAPTER 6 Of CALIFORNIA GREEN BUILDING STANDARDS CODE. 6 PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL CAREFULLY RE\o1EW THESE PLANS AND SPECIFlCATIONS PRIOR TO BID. CONTRACTOR SHALL ALSO REl!EW PLANS AND SPECIFlCATIONS OF OTHER RELATED TRADES (INCLUDING Clv1l., STRUCTURAL., AND ELECTRICAL) PRIOR TO BID TO INSURE AN ACCURATE UNDERSTANDING OF EXACT SCOPE OF WORK. ANY ITEMS REQUIRING CLARIFICATION SHALL BE BROUGHT TO THE AffiNTION OF THE ARCHITECT IN SUFFICIENT TIME TO BE INCORPORATED INTO THE BID. 2. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, POCs, INVERT ELEVATIONS, AND AVAILABILITY OF ALL EXISTING UTILITIES PRIOR TO INSTALLATION OF ANY MATERIAL OR EQUIPMENT. 3. THESE DRAl\1NGS ARE ESSENTIALLY DIAGRAM MA TIC ANO ARE NOT INTENDED TO INDICATE All DETAILS ANO NECESSARY OFFSETS OF PIPING. THE CONffiACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, ANO KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE CONSISTENT WITH NORMALLY ACCEPTABLE INDUSTRY STANDARDS. 4. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN \\lllTING OF ANY DISCREPANCIES OR CONFlLICTS THAT WOULD EFlFECT TIHE SYSTEM PERFORMANCE OR INCUR ADDITIONAL COSTS. THIS NOTIFICATION SHALL BE SUBMlffiD PRIOR TO INSTALLATION OF THE ITEMS CONCERNED. 5. NEW AND/OR EXISTING EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING EQUIPMENT LOCATIONS. POC'S AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN All CASES, ADEQUATE ACCESS (PER MANUFACTURERS RECOMMENDATIONS AND CODE COMPLIANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PRO\o1DED. 6. ALL WORK SHALL BE DONE IN ACCORDANCE 111TH All APPLICABLE CODES. NOTHING SHOWN ON THE PLANS OR STATED IN THE SPEaFICATIONS IS INTENDED TO INDICATE THAT TIHE INSTALLATIONS OR CONNECTIONS OF ANY ITEM OR DEv1CE SHOULD BE DONE CONTRARY TO MANUFACTURERS INSTRUCTIONS AND ALL APPLICABLE CODES AND REGULATIONS. 7. THE CONTRACTOR IS RESPONSIBLE TO INSURE TIHAT THE INSTALLATIONS AND CONNECTIONS OF ALL ITEMS AND DE\o1CES CONFORMS TO MANUFACTURERS INSTRUCTIONS AND TO ALL APPLICABLE CODES AND REGULATIONS. 8. IF THE CONTRACTORS' USE OF SUBSTITUTE MATERIALS, EQUIPMENT OR METHODS OF INSTALLATION REQUIRES ANY CHANGES IN OTHER TRADES WORK FROM THAT SHOWN ON THE DRAl\1NGS, TIHE EXTRA COST OF THE OTIHER TRADES' WORK SHALL BE TIHE RESPONSIBILITY Of THE CONTRACTOR INITIATING TIHE SUBSTITUTION. 9. SUBMITTALS: APPROVAL, "TAKING NO EXCEPTION TO", OR RE\1EW OF THE SUBMITTALS DOES NOT RELEASE THE CONTRACTOR FlROM OBLIGATIONS TO FULLY COMPLY 111TH All REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS OR APPLICABLE CODE REGULATIONS. 10. ALL PLUMBING EQUIPMENT, MATERIAL, AND ALL CONNECTIONS TIHERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURERS INSTRUCTIONS TO PRO\o1DE A COMPLETE AND FULLY OPERATIONAL SYSTEM. 11. PLUMBING EQUIPMENT SHALL BE CERTIFIED BY AND COMPLY 111TH THE STATE OF CALIFORNIA ENERGY CONSERVATION STANDARDS (E.E.S.) SECTION 113. COMPLIANCE CERTIFlCATES SHALL BE PRO\o1DED WITH EQUIPMENT SUBMITTALS. 12. WIHERE NON-METALLIC PIPING PENETRATES AREA SEPARATION, 1 HOUR, OR 2 HOUR WALLS, TIHE PIPE SECTION PASSING THRCXJGH THE WALLS AND EXTENDING A DISTANCE OF 5 FEET ON EITHER SIDE THERE-OF SHALL BE OF METAL ONLY. 13. ALL INSULATING MAITRIALS INSTALLED MUST BE CERTIFIED BY CALIFORNIA ENERGY COMMISSION TO MEET C.E.C. ENERGY EFFICIENCY STANDARDS (E.E.S.) SECTION 118, 123 AND 124. 14. WATER HEATERS FOR DOMESTIC HOT WATER SHALL COMPLY WITH THE STATE OF CALIFORNIA ENERGY EFFICIENCY STANDARDS (E.E.S.) SECTION 113, AND 114. 15. SOIL, SEWER AND WASTE PIPING, UNLESS NOTED OTHERWISE, SHALL SLOPE AT 1/4" PER FOOT MINIMUM. 16. ALL PLUMBING SOLDER SHALL BE LEAD FREE. 17. ALL COMPONENTS OF POTABLE WATER SYSTEM, INCLUDING SHUT OFF VALVES, ANGLE STOPS, AND PLUMBING FIXTURE SHALL COMPLY 111TH CALIFORNIA LAW AB 1953 AND SECTION 116875 OF TIHE CALIFORNIA HEALTH AND SAFETY COOE. HOT WATER PIPING INSULATION INSULATION OF DOMESTIC HOT WATER PIPING SHALL BE IN ACCORDANCE WITH SECTION 609.11.1 AND SECTION 609.11.2 CPC • 609.11.1 -DOMESTIC HOT WATER PIPING SHALL BE INSULATED • 609.11.2 -HOT WATER PIPE INSULATION SHALL HAVE A MINIMUM WALL TIHICKNESS OF NOT LESS THAN THE DIAMETER OF TIHE PIPE UP TO 2 INCHES IN DIAMETER. INSULATION WALL THICKNESS SHALL BE NOT LESS THAN 2 INCHES FOR A PIPE OF 2 INCHES OR MORE IN DIAMETER. EXCEPTIONS: 1. PIPING THAT PENETRATES FlRAMING MEMBERS SHALL NOT BE REQUIRED TO HAVE PIPE INSULATION FOR THE DISTANCE OF THE FRAMING PENETRATION. 2. HOT WATER PIPING BETWEEN THE FlXTURE CONTROL VALVE OR SUPPLY STOP AND TIHE FIXTURE OR APPLIANCE SHALL NOT BE REQUIRED TO BE INSULATED. COLD WATER PIPE SIZE PLUMBING FIXTURE SUMMARY PLUMBING FIXTURE SCHEDULE PIPE SIZE GPM VELOaTY PRESSURE DROP (MAX) (FT./SEC) (PSIG/100') 1/2" 5 6.9 17.6 3/4" 12 7.95 14.6 1' 20 7.8 10 1-1/4" 30 7.65 7.6 1-1/2" 40 7.21 5.S 2· 70 7.3 4 2-1/2 110 7.7 3.2 COLD WAITR VELOCITY LIMITED TO 8 FEET PER SECOND. LISTED VECOLITIES BASED ON CHART A 105.1 (3), 2019 CPC FIXTURE UNITS FLUSH TANK FWSH VALVE 6 - 16 - 30 5 52 14 85 28 225 110 430 300 HOT WATER PIPE SIZE GPM VELOCITY PIPE SIZE (MAX) FT./SEC 1/2" 2 2.5 3/4" 5 3.5 1. 12 4.5 1-1/4" 19 5 1-1/2" 27 5 2" 45 4.6 HOT WATER VELOCITY LIMITED TO 5 FEET PER SECOND. LISTED VECOLITIES BASED ON CHART A 105.1 (3), 2019 CPC 2 FlXTURE UNITS FLUSH TANK FLUSH VALVE 2 - 6 - 16 - 28 - 46 - 105 - WATER FlXTURE TYPE QTY. WFU WATER CLOSET (FLUSHVALVE) -EXISTING PUBLIC 10 5 URINAL FLUSHVALVE -EXISTING PUBLIC 1 4 DISHWASHER -EXISTING PUBLIC 1 1.5 LAVATORY -EXISTING PUBLIC 7 1 MOP SINK -EXISTING PUBLIC 1 3 KITCHEN SINK -EXISTING PUBLIC 2 1.5 SHOWER -EXISTING PUBLIC 2 2 DRINKING FOUNTAIN -EXISTING PUBLIC 1 0.5 3-COMPARTMENT SINK -NEW PUBLIC 1 3 2-COMPARTMENT SINK -NEW PUBLIC 1 3 HAND SINK -NEW PUBLIC 1 2 HOSE BIBB (FlRSD -EXISTING PUBLIC 1 2.5 HOSE BIBB (ADDITIONAL) -NEW + EXISTING PUBLIC 5 1 FlLOOR DRAIN (EMERGENCY) PUBLIC 0 - FlLOOR SINK (RECEPTOR) -EXISTING PUBLIC 1 - TRENCH DRAIN -NEW PUBLIC 1 - BUILDING FU TOTAL GPM CONVERSION 41 GPM 3 SEWER TOTAL DFU TOTAL 50 4 40 4 2 2 1.5 2 2 7 1 7 3 3 3 3 2 4 4 2 4 0.5 0.5 0.5 3 3 3 3 3 3 2 2 2 2.5 -X 5 -X -0 X -2 2 -4 4 BB.5 76.5 4 MARK DESCRIPTION MINIMUM PIPE CONNECTION INCHES) MANUFACTURER / MODEL NUMBER cw HW WASTE VENT (E) HAND 1/2 1/2 2 1-1/2 ELKAY WCL19230SDSACM STAINLLES STEEL, WALL HUNG SINK KIT WITH BATTERY OPERATED SENSOR FAUCET. SINK CH) 2-COMPARTIMENT 1/2 1/2 INDIRECT TO SEE ARCHITECTURAL PLANS FOR MAKE AND MODEL SINK FLOOR SINK CH> 3-COMPARTIMENT 1/2 1/2 INDIRECT TO SEE ARCHITECTURAL PLANS FOR MAKE AND MODEL SINK FLOOR SINK ( TID-1) TRENCH DRAIN 4 2 ZURN 25890 7" WIDE, 8" DEEP, 16' LONG TRENCH DRAIN WITH HEEL PROOF TYPE 304 STAINLESS STEEL GRATE. (HB-1) 'ECESSED HOSE BIBB 3/4 3/4 ACORN 8186-SSLF RECESSED HOSE BOX WIITH VACUUM BREAKER (FS-1) FlLOOR SINK - -3 1-1/2 ZURN Z1900-HD FLOOR SINK 111TH 1/2" SLomo OPENING, DOME STRAINER AND HEAVY DUTY, HALF GRATE INSTANTANEOUS WATER HEATER SCHEDULE UNIT CAPACITY NATURAL GAS ELECTRICAL DATA OPER. PLAN MANUFACTURER & WT. MARK MODEL NO. RECOVERY TEMP RISE INPUT UEF PRESSURE RANGE V/PH/HZ (LBS) (GPM) (DEG F) (MBH) (%) (IN WG) AMPS FUSE ~ RINNAI 5.5 70 199 96 3.5-10.5 115/1/30 4 10 64 CU-199 REMARKS: 0 PRO\o1DE 111TH CONDENSATE NEUTRAILIZER AND 111Fl CONTROLLER. 0 WATER HEATERS SHALL HAVE ISOLATION VALVES ON BOTH THE COLD AND HOT WATER PIPING LEA\o1NG THE WATER HEATER COMPLETE WITH HOSE BIBS OR OTERH FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN THE VALVES ARE CLOSED (ES 110.3). 5 REMARKS 0i) 6 REMARKS AGENCY APPROVAL MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION &-,,DA. rcC i* I "2""z f .I. \ -No. df 7, u"~ EXP . P.O. BOX 1120 VISTA, CA 92085-1120 I (760) 941-4647 www.mjkarchitecture.com CONSULTANT: .J&R Engineering & Consulting, Inc. 16769 Bernardo Center Drive, Suite 1 #768 San Diego, CA 92128 PROJECT NAME: TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS PROJECT ADDRESS: 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 REVISIONS: MARK I DATE I □ESC~PTION t:,_ . l::,,, . -6.1. t:,_,. t:,_,. t:,_,. DATE: REV NO: CON. DOC. PROJECT NO: 2021-07.02 CAD DWG FILE: DRAWN BY: CH~DBY: COPYRIGHT: @ 2022 MJKARCHITECTURE SHEET TITLE: PLUMBING SCHEDULE, LEGEND AND NOTES SHEET NO: P001 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 3 4 o f 5 0 A B C D E 1 0--- ®--- ©--- ®--- ©--- ®--- ®--- ®--- 0--- 2 2 COORDINATE INSTALLATOIN OF GAS AND WASTE PIPING 111TH EXISTING SLOPE AND CONCRETE WALKWAYS 4 3 ~ ~ I i .,, ·-.-• =-------a-! 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"-·lh==,=e':"=e:==::ea>:;==,~:=~ ·. ·.: · -"' -·~. - -., · · · -· ·· · · · · '-~~,,1;, ·:::-... ···:· .. · ... :-;"•::· q::_··::·. _,-:··.:-.,. -:~··; ·': .. ·::;_.:.•.,..:._._~:_~· 1 •• -·~·_._·: /:.1::··: _._:_:·.:. :·~:~_:':··,:_.·.I ..... , .. ·•••• 1--·•······· ··. •.·.. ••••.• •. <' • • • I • ••• • •• • • • • - • -•• ' •' • • ,. • • ' • • • • •• • \ • • • • ' -I ~~----··:-.i_::_-._.;.·.:.·.-~:_,_·,:, .. ~-;.,.· __ ·-~-----~i:. ,•• .. : ,,; • ~-· ·'-,_. -' , • -,• - -, .. ,, , I ·.• ''·•I .. ··· ... •: .• .-. . .. : .. : · ·'.· • . . .. 2 4 6 PLUMBING FLOOR PLAN rm NEW WORK SCALE: 1/B" -r-o"CD 1 2 3 4 5 6 KEY NOTES CD PRO'i1DE NEW ZERO LOSS, 12DV AUTOMATIC TANK DRAIN -ATILAS COPCO EWD 50 OR EQUAL CONNECT DRAIN LINE FROM COMPRESSOR TO AUTOMATIC DRAIN AND OUTLET FROM DRAIN TO OIL WATER SEPARATOR (ATLAS COPCO OSC-12 OR EQUAL) AND TERMINATE SEPARATOR DRAIN TO EXISTING FLOOR SINK. 0 CONNECT NEW 3/4" COMPRESSED AIR TO EXISTING 1" COMPRESSED AIR. lRANSITION FROM EXISTING STEEL PIPING TO NEW 111TH DIALECTIC FlTTING. 0 1 /2" CA DOWN THROUGH CEILING ON WALL FOR PLASMA cumR. TERMINATE 111TH BALL VALVE AND WATER SEPARATOR. COORDINATE EXACT LOCATION AND HEIGHT IN FIELO \\1LL OWNER. FINISH CEILING PENElRATION 111TH ESCUTCHEON. 0 EXISTING GRADE CLEANOUT 111TH APPROXIMATE INVERT ELEVATION LISTED. 0 CONNECT 2" LPG TO EXISTING. ROUTE ON WALL AND DO~ BELOW GRADE UNDER EXISTING SIDEWALK AND INSTALL IN JOINT lRENCH WITH NEW WASTE PIPING. © 2" LPG UP FROM BELOW FLOOR. MAKE CONNECTION TO INSTANTANEOUS WATER HEATER PER 3/P3DI. lRANSITION TO 1" LPG AFTER BRANCH TO WATER HEATER • (j) 3/4" CW & 3/4" HW DOWN IN WALL. ROUGH-IN AND CONNECT TO HAND SINK AND CONTINUE BELOW GRADE TO 3-COMPAR™ENT SINK. © I" LPG & 1/2" CA DO~ IN WALL. TERMINATE THROUGH WALL \/!TH BALL VALVE 48" AFF. COORDINATE EXACT TERMINATION HEIGHT 111TH O~ER IN FlELD PRIOR TO ROUGH-IN. 0 3/4" CW & 3/4 HW DO~ IN WALL. ROUGH-IN AND CONNECT TO FlXTIJRE PER FlXTIJRE SCHEDULE. ® CONNECT I" CW TO EXISTING 2" CW. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING. ® I" CW DOWN IN WALL TO WATER FIL lRA TION SYSTEM AND TO WATER HEATER AND 1" FlL TERED CW & 1" Fll TERED HW UP FROM WATER HEATER / FlLlRATION SYSTEM 1/P302. 6 AGENCY APPROVAL MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION a·,,o A. rcC i* I "2""z f ·'· \ -No. d;y. u"~ EXP. P.O. BOX 1120 VISTA, CA 92085-1120 I (760) 941-4647 www.mjkarchitecture.com CONSULTANT: ..J&R Engineering & Consulting, Inc. 16769 Bernardo Center Drive, Suite 1 #768 San Diego, CA 92128 PROJECT NAME: TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS PROJECT ADDRESS: 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 REVISIONS: MARK I DATE I □ESC~PTION t:,_ . t:,_,. ,6, •. t:,_,. t:,_,. t:,_,. DATE: REV NO: CON. DOC. PROJECT NO: 2021-07.02 CAD DWG FILE: DRAWN BY: CH~DBY: COPYRIGHT: @ 2022 MJKARCHITECTURE SHEET TITLE: PLUMBING FLOOR PLAN -NEW WORK SHEET NO: P200 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 3 5 o f 5 0 A B C D E 1 /'-.. ,, ' / ' 2 ,, ', / ' ,, ' / ', ,, ' ,, ' (,, ~--- J,_ 2"V (5) I ', 1 ', I I ', I 4-w TO Sil£ CONNECTION I ', I ~ 2•v (3) ',, 1 nF 2 "V ' 2 ) 4"W (12) :k '', J,__ 2·v (12) I (S-1) / -1 I I (2) ~r.l 2•v (B) J'', I I , I .. ~ 2·w (2) 4"W (4) I I 2"V (3) ® 3"W (3) 3"W (5) +--2''V (4) I (3) ,, ,, / / / + ) 3 WASTE AND VENT RISER DIAGRAM SCALE: NONE ® GAS PIPE SIZING SCHEDULE (LPG -ABOVE GRADE) GAS PIPE SIZING SCHEDULE (LPG -BELOW GRADE) PIPE SIZE 1/2" 3/4" 1' 1-1/4" 1-1/2" 2· 2-1/2' PIPE SIZE 1/2" 3/4" 1· 1-1/4' 1-1/2" 2· LENGTH (FT) CAPACITY (CFH) LINGTH (FT) CAPACITY (CFH) 150 40 83 157 322 4B2 92B 1,480 150 46 93 168 294 439 789 200 34 71 134 275 412 784 1,270 200 40 80 144 249 379 675 GAS PIPE SIZING BASED ON A PRESSURE DROP OF 0.5" WG AND TABLI 1215.2(1) OF THE 2019 CPC GAS PIPE SIZING BASED ON A PRESSURE DROP OF 0.5 PSIG" WG AND TABLE 1215.2(20) OF THE 2019 CPC (E) SDGE MElER (DRESSER I 5C 175) DELIVERY PRESSURE = 7"WG CAPACITY = 1,500 CFH I I 1---J (E) 3" LPG I I n ____ _ 1" (90 CFH) ~ (199 MBH) oL-SJct-1-1/4" (199 CFH) "' 2' (289 CFH) LJ L ___________ _J -------150 FT TDL--------- (E) BOILIR ABANDONED (0 CFH) 1 OWNER PRO~DED BREWSTAND ul (90 MBH) (E) BOILER ABANDONED (0 CFH) 3" 2,180 2,010 NATURAL GAS RISER DIAGRAM SCALE: NONE 0 1 2 3 4 0-- ©-- ®-- ®-- 4 (;) 5 9), . . . 6 KEY NOTES (D 2·w DOWN TO BELOW FLOOR, 2"VENT UP. 0 2" VENT UP FROM BELOW FLOOR. CONNECT TO SINK VENT +6" ABOVE SINK FLOOD RIM LIVEL. 0 3"W DOWN, 2" VENT UP FROM BELOW FLOOR. 0 2" VENT UP FROM BELOW FLOOR AND UP THOUGH ROOF. , ' ., ., ,. ·i· . ' ,-- -, -,. -' .-. - -' ' -., --· , - -: -.. --,.. '_,,_ ______ -~ , -~ -, . ,- • • ' '. • I • , I , I ' .. , • • , , • • , .. "--'-, " • , , ... , , 1 , , 1 , SEE P200 · , '· ' " -+-'-'___ ___ --'___ ___ 1 -•0 ' FOR C0N1lN.~ATI0N - -+---, -- -- -- -I - --I -~ --' ' • I I • ' ,. --• , , I I I , _, ' . - -,, I I I _,_,_ . -.. -..... -·~ ' : 1~1 l __________ J ,;-', •• , -. ~, ' 0 I • , ,, .~ -,_ ' -'; 2 • 1 ' • • .-, ===m ; --·--·-·----·-0 ---rl I-- --, ~~:-] ~ D@ I 0 2,V (B/Fr, : 2"w • 4"W e l ----------~s ~ 1 c.;::1~i:: f-=-i . -¾--ll -0 ----1-_ IH/-"'--_P.<?f''-. 1, •II 3"W 3•wJ 0 l;~3 0 I ----~------'0 : l 011 I 0 1 0-H---t-----r----, 4"W j 0 L -----1-----------------~-+-,,---'---------00p 1 1 Brew Tedh Lab I 1 I Lg I f<!-2";(B/F~ -¼ I m=ij , -, ~~ I \ I.I I I ' I ' , -- 1 ,,-~-~\ l ~ .... C.l}.r _, I / --,,.-..., I " I \ I / lll'===il I I I IInr \ 1\ 1 1 ( I 1'-.. -'1 I L " fi..J,l._=~µ ~/--_JL1c:_-~-J,l,1c:_-~-l,Ll,l..=:::::µ1-~_JL-,-L-t==:::::::::f--,,--, I 0 0 D I Qj ~ r ___ 1 ___ 1 r ~ 7 --+-~r--== =~7~-------r-,--.•--1-~··r-,·--r, r, ~---1--t )' 1 7 ELARGED WASTE AND VENT PLAN SCALE: 1/4" -l'-o•G) 5 6 AGENCY APPROVAL MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION ~~~ P.O. BOX 1120 f_,~~ ~~ , t:: KAN ,, .1 VISTA, CA I,*(~""[~ *j 92085-1120 \~ 6i1iij~ (760) 941-4647 ~~~ www.mjkarchitecture.com CONSULTANT: ..J&R Engineering & Consulting, Inc. 16769 Bernardo Center Drive, Suite 1 #768 San Diego, CA 92128 PROJECT NAME: TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS PROJECT ADDRESS: 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 REVISIONS· . MARI RK DATE DESCRIPTION t:,_ . t:,_ . t:,_ t:,_ . t:,_ t:,_ . DATE: REV NO: CON. DOC. PROJECT NO: 2021-07.02 CAD DWG FILE: DRAWN BY: CH~DBY: COPYRIGHT: @ 2022 MJKARCHITECTURE SHEET TITLE: PLUMBING ENLARGED PLANS AND DIAGRAMS SHEET NO: P301 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 3 6 o f 5 0 1 2 3 4 A B C D E 1 2 3 4 5 COLD WAlER (UNFlLlERED) FlLlERED CW & FlLlEREn HW TO FIXTURES T T WAlER FIL1RATION SYTEM 3M DP390 OR EQUAL LjJ_~_tU LPG 0, I 7 I I r~ I I ~:i : -01 L_.:i:} D L--l-' XlEND PRV TO ADJACENT FLOOR SINK. MANUFACTURER PRO'v1DED VALVE KIT (TYP) TO CONDENSA lE NEU1RALIZER AND TO ADJACENT FLOOR SINK. 6 INSTANTANEOUS WATER HEATER PIPINS~LE• NONEG) PLUG VALVE UL LJSlED Fl.EXIBLE~ CONNECTION II 11111111/Q///lll\\lll@d DIELEC1RIC UNION GAS CONNECTION TO EQUIPMENT SLOPE CONCRffi SLAI 11 111 I i' 11 1 Ii' 11 1 111 ... 111 P-1RAP GAS FlRED EQUIPMENT SCALE• NONE® ANCHOR AND ADJUST SLOPE PER MANUFACTURES INS1RUCTIONS " 4 ·-:1 TRENCH DRAIN SCALE• NONE G) 5 6 VENT AGENCY APPROVAL MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION ~~~ P.O. BOX 1120 f_,~~ ~~ , t:": KAN ,, .1 VISTA, CA I,*(~""[~ *j 92085-1120 \~ 6i1iij~ (760) 941-4647 ~~~ www.mjkarchitecture.com CONSULTANT: ..J&R Engineering & Consulting, Inc. 16769 Bernardo Center Drive, Suite 1 #768 San Diego, CA 92128 PROJECT NAME: TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENTS PROJECT ADDRESS: 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 REVISIONS· . MARI RK DATE DESCRIPTION t:,_ . t:,_ . t:,_ t:,_ . t:,_ t:,_ . DATE: PROJECT NO• CAD DWG FILE• DRAWN BY• CH~DBY• REV NO: CON. DOC. 2021-07.02 COPYRIGHT• @ 2022 MJKARCHITECTURE SHEET TITLE: PLUMBING DETAILS SHEET NO: P302 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 3 7 o f 5 0 1 A B C D E 1 ABBREVIATIONS A AC AF AIC AM AS AT AJIIIG BC BL.PG C, CB co CT cu CFOI CFC.I DFDT DF5T DJIIIG EX FLA FVR FVNR GFI GRD/GND HID HOA HF HPS HZ ~ LCL LRA LTG MCC MCM (l<C,MJ MECH NC NF NO OFCI OFOI F PH FOC FR5 FT PVC FZ 5V'IBD 5Z TYf' UG UON V YA YM YL JIii JIIIF JIIIT XF AMPERE (AMPS) ALTERNATING CURRENT AMPS-FRAME (RATING) AMF INTERRUPTING CURRENT AMMETER AMF 5JIIIITCH (FUSED 5JIIIITCH RA TING J AMPS-TRIP (RATING) AMERICAN J'IIIRE GAUGE BARE COFFER BUILDING CONDUIT CIRCUIT BREAKER CONDUIT ONLY CURRENT TRANSFORMER COFFER 2 CONTRK,TOR FURNISHED OJl'lNER INSTALLED CONTRK,TOR FURNISHED CONTRK,TOR INSTALLED DOUBLE POLE DOUBLE THROl's DOUBLE POLE SINGLE THROJIII DRAl'slNG EXISTING FULL LOAD AMPS FULL VOLTAGE REVERSING FULL VOLTAGE NON-REVERSING GROUND FAULT INTERRUPTER GROUND 3 ELECTRICAL SYMBOL LEGEND LIGHTING 0 LIGHTING FIXTURE DESIGNATION 0 01 D i::::.iiiil ~ ~~~ jt9 t9 5a + LIGHTING FIXTURE, CEILING OR l'sALL MOUNTED A5 5HOJIIIN. LED LIGHT FIXTURE LIGHTING FIXTURE ON EMERGENCY CIRCUIT (LIFE SAFETY BRANCH OR BATTERY FACKJ. EXIT SIGN J'IIITH DIRECTION ARROl's5 A5 INDICATED. SHADED GIIJADRANT INDICATES FACE. LED STRIP LIGHT SINGLE POLE 5JIIIITCH, SUBSCRIPT ffiEN 5HOl'sN INDICATES FIXTURES CONTROLLED +4B" A.F.F. (U.O.N.J HEIGHT FER DETAILS •11E1~ CEILING MOUNTED OCCUPANCY SENSOR LIGHTING CONTROL~ HIGH INTENSITY DISCHARGE HAND-OFF-AUTOMATIC HORSEFOl'sER ~ DIGITAL LIGHTING CONTROL TYf'ICAL ROOM REQUIREMENTS. -@ HIGH PRE55URE SODIUM HERTZ KILO~TT LONG CONTINUOUS LOAD LOCKED ROTOR AMPS LIGHTING MOTOR CONTROL CENTER THOUSAND CIRCULAR MILS MECHANICAL NORMALLY CLOSED NON-FUSED NORMALLY OPEN/NUMBER OJl'lNER FURNISHED CONTRK,TOR INSTALLED OJl'lNER FURNISHED OV'lNER INSTALLED POLE PHASE POINT OF CONNECTION PVC COATED RIGID STEEL (CONDUIT) POTENTIAL TRANSFORMER FOL YYINYL CHLORIDE DUCT PRIMARY DAYLIGHT ZONE 5JIIIITCHBOARD SECONDARY DAYLIGHT ZONE TYf'ICAL UNDERGROUND UNLESS OTHERl'slSE NOTED VOLT VOLTAMPERES VOLTMETER VERIFY LOCATION JIIIIREMA TT5 l'sEA THERFROOF (NEMA TYPE 3RJ ~TERTIGHT EXPLOSION PROOF (RATED FOR AREA HAZARD) -+15" DISTRIBUTION EQUIPMENT ---<< )>--ORAi', OUT TYPE EQUIPMENT <~) VACUUM CIRCUIT BREAKER, RATING AS NOTED. < f "----0--7) AIR INTERRUPTER 5JIIIITCH AND FUSE --0- u.lv "'T"' <f-"➔> [SJ 0 0 _n_ 200AF 200AT SF 10,000AIC --D--"- 200AS 200AF SF @ AIR INTERRUPTER FUSE FOl'sER TRANSFORMER, RATING A5 NOTED FOl'sER CIRCUIT BREAKER DRAl'sGUT AUTOMATIC TRANSFER 5JIIIITCH. SEE SCHEDULE AMMETER VOLTMETER CIRCUIT BREAKER 200AMF FRAME 200AMFTRIF 3 POLE 10,000 AMPS INTERRUPTING CURRENT FUSED SV'llTCH 200AMF 5JIIIITCH 200AMF FIJ5E 3 POLE UTILITY COMPANY METER BOTTOM OF CONTROL/ OUTLET/ SV'llTCH BOX o1-18"MIN. i ~ TOP OF CONTROL/ OUTLET/ SV'llTCH BOX FINISHED FLOOR ~ i ~ TOP OF CONTROL/ OUTLET/ 5JIIIITCH BOX FINISHED FLOOR PERPENDICULAR APPROACH SIDE APPROACH NOTE: MAINTAIN MINIMUM 30"X4B" CLEAR FLOOR SPACE AT EACH APPROACH. MOUNTING HEIGHT OVER OBSTRUCTION N05CALE 2 1 E1.0 3 4 5 POWER CONTINUED §: §c §c HORZ. ®= #~ ff?J • q:)) LCD -e -ec e= • §cGFI & ~F ~F/L 1G q:)) 1G. TF(3c ©-7 ~ A~ FF§c [i] DUPLEX RECEPTACLE, FLOOR MOUNTED DUPLEX RECEPTACLE, ~ MOUNTED, +15" A.F.F. (U.O.N.) RECEPTACLE,~ MOUNTED HORIZONTALLY, +15" A.F.F. (U.O.N.) FOURFLEX RECEPTACLE, l'sALL MOUNTED, +1B" A.F.F. (U.O.N.) RECEPTACLE MOUNTED +6" ABOVE COUNTER BACK5FLA5H SEE ARCHITI5CTURAL FLANS FOR REGIIJIRED MOUNTING HEIGHT PRIOR TO ROUGH-IN. PROVIDE (2) DUPLEX RECEPTACLE CEILING MOUNTED LOCATE ADJACENT TO PROJECTOR. FIELD VERIFY EXACT LOCATION PRIOR TO ROUGH-IN. SINGLE RECEPTACLE, l'sALL MOUNTED +15" A.F.F. (U.O.N.) SINGLE RECEPTACLE (CLOCK HANGER TYf'EJ l'sALL MOUNTED +1'-0" A.F.F. (U.O.N.) CONTROLLED DUPLEX RECEPTACLE +15" U.O.N. CONTROLLED FOURFLEX RECEPTACLE, l'sALL MOUNTED, +15" A.F.F. (U.O.N.) (1) DUPLEX, (1) CONTROLLED DUPLEX DUPLEX GROUND FAULT INTERRUPTING RECEPTACLE +15" A.F.F. (U.O.N.) DUPLEX RECEPTACLE ON EMERGENCY CIRCUIT +1B" A.F.F. (U.O.N.) DUPLEX RECEPTACLE IN l'sEATHERFROOF ENCLOSURE +1B" A.F.F. (U.O.N.) DUPLEX RECEPTACLE IN l'sEATHERFROOF "LOCKING" ENCLOSURE +15" A.F.F. (U.O.N.) (SEE TYf'ICAL DETAILS ES SERIES 5HEET5 AND 5FECIFICATION5 FOR REQUIRED TYf'EJ. DUPLEX RECEPTACLE /ORANGE) ISOLATED GROUND ~LL MOUNTED +15" A.F.F. ru.o.N.J PROVIDE DEDICATED GROUNDING CONDUCTOR FOR EACH CIRCUIT FOURFLEX RECEPTACLE (ORANGE) ISOLATED GROUND l'sALL MOUNTED +1B" A.F.F. (U.O.N.) PROVIDE DEDICATED GROUNDING CONDUCTOR FOR EACH CIRCUIT DUPLEX RECEPTACLE SAFETY TYf'E / TAMPER PROOF. ~ MOUNTED +1B" A.F.F. (U.O.N.) DUPLEX COMPUTER RECEPTACLE (GREY), l'sALL MOUNTED +15" A.F.F. (U.O.N.) DUPLEX COMPUTER RECEPTACLE (BLUE) ISOLATED GROUND, SURGE 5UFPRE5510N, l'sALL MOUNTED +15" A.F.F. (U.O.N.) SINGLE RECEPTACLE 30 AMF, 250V, 4JIII, GROUNDING, l'sALL MOUNTED +15" A.F.F. (U.O.N.). FIELD VERIFY EXACT OUTLET CONFIGURATION JIIIITH EGIIJIFMENT PRIOR TO ROUGH-IN. DUPLEX RECEPTACLE, ~LL MOUNTED ADJACENT TO FLAT PANEL OUTLET, SEE SIGNAL FLAN FOR EXACT LOCATION. JUNCTION BOX, FLOOR MOUNTED Q) Q}, JUNCTION BOX, CEILING OR ~ MOUNTED HDQ)-, HAND DRYER CONNECTION, SEE ARCHITECTURAL FOR MOUTNING HEIGHT. Di 5M ~ ("f) ,,---------.... ,,---------.... SL ,,.------ttl---~ ~ -- IT] W/41 4 FUSED DISCONNECT SV'llTCH, JIIIHERE 5HOl'sN NF= NON-FUSED. MANUAL MOTOR STARTER +45" A.F.F. OR ON EGIIJIFMENT (U.O.N.J MOTOR CONNECTION, NUMERAL INDICATES HORSEFOl'sER. MECHANICAL EQUIPMENT TAG (SEE MECHANICAL DRAJIIIING5 FOR DESCRIPTION) CONDUIT AND JIIIIRE, CONCEALED IN CEILING OR ~ CONDUIT AND JIIIIRE, CONCEALED IN OR UNDER FINISHED FLOOR OR UNDER FINISHED GRADE. FLEXIBLE CONDUIT CONNECTION BRANCH CIRCUIT HOMERUN TO PANEL. SLASHES INDICATE NUMBER OF CONDUCTORS. EGIIJIFMENT GROUND JIIIIRE NOT INDICATED U.O.N. •12 CONDUCTORS ARE MINIMUM, NO HASH MARKS= MIN (2) •12 3/4" CONDUIT STUBBED FROM DEVICE TO ABOVE ACCESSIBLE CEILING BRANCH CIRCUIT HOMERUN, NUMBER INDICATES INCREASED CONDUCTOR SIZE, CONDUCTORS SHALL REMAIN AS INDICATED FOR SIZE THROUGHOUT THE ENTIRE CIRCUIT. FANELBOARD, SURFACE MOUNTED. FANELBOARD, RECESSED 5TEF-DOJl'lN TRANSFORMER DISTRIBUTION 5JIIIITCHBOARD 5 6 GENERAL PROJECT NOTES: 1. UNLESS JIIIHERE OTHERl'slSE NOTED, ALL JIIIORK INDICATED ON THESE DRAl'slNG5 SHALL BE CONSIDERED NEl'l l"IORK. 2. UNLESS JIIIHERE OTHERl'slSE NOTED, ALL DIMENSIONS ARE TO BE CENTERLINE OF THE DEVICE. 3. "GENERAL NOTES" SHOJIIIN ON AN INDIVIDUAL DRAJIIIING APPLY TO ALL JIIIORK SHOJIIIN ON THAT SHEET. "KEY NOTES" ONLY APPLY TO SPECIFIC ITEMS JIIIHERE ANNOTATED AT SPECIFIC LOCATIONS. SOME KEY NOTES MAY NOT APPLY TO ANY SPECIFIC ITEMS. 4. FOR TV-IO STORY BUIL.PING CONSTRUCTION, NO CONDUITS SHALL BE ROUTED HORIZONTALLY JIIIITHIN THE FLOOR SLAB OF THE SECOND FLOOR. 5. UNLESS SPECIFIC.ALLY 5HOJIIIN ON THESE FLANS, NO STRUCTURAL MEMBER SHALL BE CUT, NEITHER DRILLED NOR NOTCHED JIIIITHOUT PRIOR JIIIRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER AND THE DIVISION OF THE STATE ARCHITI5CT. GENERAL DEMOLITION NOTES: 1. ALL ELECTRICAL EGIIJIFMENT, EXPOSED RAC~Y AND CONDUIT, OUTLET BOXES AND RINGS, AND DEVICES ARE TO BE REMOVED, EXCEPT JIIIHERE 5HOJIIIN TO REMAIN. EXISTING JIIIIRING, ffiETHER EXPOSED, IN CONDUIT OR RAC~Y 15 TO BE REMOVED TO THE GREATEST EXTENT POSSIBLE. 2. THE ELECTRICAL CONTRK,TOR 15 TO DIRECT THE REMOVAL OF THE ABOVE LISTED JIIIORK AGENCY APPROVAL MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION X:'-'""_Q_-~~ P.O. BOX 1120 ~-t:AELJ ~--'1 VISTA, CA *1 WI~ l*I 92085-1120 C17 I 1 u>), ~~e6i1iw4 # (760) 941-4647 ::!I'~ o<f. . . !c p, c~'' www.m11<arch1tecture.com CONSULTANT: PROJECT NAME: TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENT! PROJECT ADDRESS: 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 REVISIONS: MARK I DATE I DESCRIPTION 6 t:,,,. t:,,,. t:,,,. t:,,,. 6,. DATE: MARCH 21, 2022 REV NO: CON. DOC. PROJECT NO: 2021-07.02 CAD DWG FILE: DRAWN BY: CHK'D BY: Author Checker I fl~fESS/o • • • COPYRIGHT: 'fl ~ ~~~-ULTING ENGINEERS, INC. SHEET TITLE: g[ No. E 147B1 l!l 1 ~ Exp. 6-30-2023 :, '2212)42 1 ~£CTR\C~ ~OF'Cl,.I 9/1/2<!>22 Power I Lighting I Multimedia Communications I Data Networking 12875 Brookprinter Place, Suite 300 Poway, CA 92064 P 858.679.4030 I F 858.513.0559 www.jce-inc.com 6 ELECTRICAL LEGEND AND NOTES SHEET NO: E1.0 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 3 8 o f 5 0 1 A 0--- ®--- ©--- ®--- B ©--- ®--- C ©--- D G)------ 0--- E 1 1 --t- 2 3 4 3 5 7 --------I .,-::;:;::::;c:.---: , : -~ - • -• !'-I ------• , .-- -••• ,'·,' .t:,•-' , ' -, '.· ;, , • ' ,','• . .',.-;.-<••<'.:'• ~,::,.i.-•/:••,::},:':'.,,.-,"C' -c,.-,",-.•,·"-, _____ _ ----t----1W ,1, - Wendy's Office I a I Suders~n;s \ Offi '-...__ 71 SBDC Conference! Room 2 ~--.. -·. ~, ·-. ,_.: :.l. ·~·-: .-.• ·;:.•. :--. _\_. -•~,·,;,•,,~ ••,•I ' '. ' ,, ." . --' ,. ; . _,. ' ' ' 5 ---------0 l '. '.:-', ,: .. ..,. ··;-·•, .. :·:./ '·t::::</·.::,<::._ ;·/ :,:: . .'.. ·, .. ._:'·-1 \ --- ---0 ----2!.;;a;;A »~ :': .. .-:._·: :,,_ .. 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'• ·•'• , ... ·.-:--." .·,•,.• ,. •., , ... ·,' :,.; ...• _ ,·, ...... ,· .... ,., .••.•.• ·. · , •.. , -.... ·-·· , ..• ,. I . ·-1·-· ,.. ,.,., .,. -..... , ........... ' ....... ,. ••' ··'.. . . • • . . .. . . .. ,. . .-. " •. . .. . . . • . •. . ,. ... .•. ' . . . , I ,_f_,-~· ,-. _;. ._. ·.-• :, 1--•· '_·,• .· , • .-. ·.,:" .. · .• ·,_. •.• • .. _ ... _ •.. _., ., .. · .. -.. I __ ... ,-... • _., ..... -. ., .. , --:•-... __ .. · ...... , •· -·-_· _,. ... • ' • ,.' . •.,• ', . . ,... . ' '. ", ., 0.. . ·: . , ... ," ... ·1· _. •• .-. '-', •..• · • . .. ,.. •,.,·" ',: ' , ... , ·, ·•', ' :·•.·' ... , ... , .. • ,.: '. ,• -, ... , .:. ·.· •·', .' ' ·• "' ,•. ,•· .. II . . . -. ' -. . -. -. . -~~-~-.,-• ,.·' "~, . -. . . _. 2 3 4 - ----® - -----0 5 6 DEMOLITION 6ENERAL NOTES, 1. ALL ITEMS SHOl"IN ON THIS DRAll'IIN6 ARE EXISTING> TO BE REMOVED UNLESS OTHERl/'IISE NOTED. SEE REQUIREMENTS BELOY'I FOR SC.OPE OF Y'IORK. ALL OTHER ELECTRIC.AL ITEMS IN THIS BUILDING> ARE EXISTING> TO REMAIN, MAINTAIN POY'IER CIRCUIT CONTINUllY UNTIL NEY'! SOURCE 15 ENERG>IZED AND READY FOR TRANSFER, REFER TO POY'IER AND Ll6HTIN6 PLANS. ::2. ALL ELECTRIC.AL DEMOLITION Y'IORK SHALL BE DIRECTED BY THE ELECTRIC.AL CONTRACTOR. 6ENERAL DEMOLITION REQUIREMENTS, 1. Ll6HTIN6 FIXTURES Y'IHERE EXl5TIN6 Ll6HTIN6 FIXTURES ARE TO BE REMOVED, AND ARE NOT RELOCATED, CONTRACTOR SHALL DISPOSE OF ALL FIXTURES INCLUDING> LAMPS AND BALLAST. ::2. Y'IIRIN6 DEVICES Y'IHERE EXISTING> SY'IITC.HES OR REC.EFT AC.LES ARE TO BE REMOVED, THE CONTRACTOR SHALL DISPOSE OF ALL DEVICES A5 REGUIRED. 9. COMMUNICATION DEVICES Y'IHERE EXISTING> TELEPHONE/INTERCOM AND CLOCK HEAD END EQUIPMENT, PHONES, SPEAKERS AND OTHER A550CIATED EQUIPMENT ARE TO BE REMOVED, THE CONTRACTOR SHALL DISPOSED OF ALL DEVICES AND EGUIPMENT AS REQUIRED. 4. FIRE ALARM Y'IHERE EXl5TIN6 FIRE ALARM PANELS AND A5SOC.~TED 5MOKE, HEAT, DUCT DETECTORS, PULL STATIONS AND STROBE OR HORN UNITS ARE TO BE REMOVED, THE CONTRACTOR SHALL DISPOSED OF ALL DEVICES AND EQUIPMENT A5 REQUIRED. 5. INTRU51ON ALARM EXISTING> INTRUSION ALARM SENSORS AND EQUIPMENT SHALL BE REMOVED Y'IHERE INDIC.A TED. RETURN ALL DEVIGES TO THE SC.HOOL DISTRICT MAINTENANCE FACILITIES. 6. POY'IER EGUIPMENT Y'IHERE EXISTING> SY'IITC.HBOARD5, PANEWOARD5, LOAD CENTERS, TRANSFORMERS, DISCONNECT SY'IITCHES OR OTHER DISTRIBUTION EQUIPMENT ARE TO BE REMOVED, THE' CONTRACTOR SHALL DISPOSED OF ALL DEVICES AND EQUIPMENT A5 REGUIRED. 1. ALL BOXES, EXPOSED CONDUIT, Y'IIRE, AND OTHER ITEMS ASSOCIATED Y'IITH ELECTRIC.AL EQUIPMENT TO BE REMOVED, SHALL BE DISCONNECTED, REMOVED AND DISPOSED OF BY THE CONTRACTOR A5 REGUIRED, UNLESS SPECIFIC.ALLY NOTED OTHERY'ISE. CUT AND C.AP CONCEALED CONDUITS. PATCH, SEAL AND REPAIR SURFACE TO MATCH ADJACENT AREA Y'IHERE BOXE5 ARE REMOVED. KEYNOTES, CD 0 ® 0 EXISTING> EXTERIOR Y'IALL MOUNTED FIXTURE TO BE' DISCONNECTED, REMOVED AND RETURNED TO THE DISTRICT. EXISTING> PUNCH~ BLOCK AND PHONE SY'IITC.H TO BE DISCONNECTED AND REMOVED. DISCONNECT AND REMOVE ALL EXISTING> FEEDERS, BRANGH C.IRGUIT5, BREAKERS AND BUSSING> AT THE PANEL. REMOVE THE HING-ED DOOR AND PROVIDE BLANK PLATE TO COVER OPENING> A5 REQUIRED. EXISTING> DISTRIBUTION PANEL TO REMAIN. AGENCY APPROVAL MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION ~A~P.O. BOX 1120 f %,CHAEL J. KANi:~ VISTA, CA I*\ ib1M/(}/jJ )*! 92085-1120 "'~611%i'" (760) 941-4647 ~ S" _o~ C~\.\~o www.mjkarchitecture.com CONSULTANT: PROJECT NAME: TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENT! PROJECT ADDRESS: 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 REVISIONS: MARK I DATE I DESCRIPTION 6.' 6,,. 6,,. 6.,, 6,,. 6.,, DATE: MARCH 21, 2022 REV NO, CON. DOC. PROJECT NO: 2021-07.02 CAD DWG FILE: DRAWN BY: CHK'DBY: Author Checker I ~W)FESS/o - - -COPYRIGHT: 'fe ~ ~1~. NG ENGINEERS, INC. SHEET TITLE: fil No. E 14781 l!l' "!r Exp. 8-30-2023 :, "22,Z,42 ~ .... •~Oi'CAIJ 8/2/2,Z,22 Power I Lighting I Multimedia Communications I Data Networking 12875 Brookprinter Place, Suite 300 Poway, CA 92064 P 858.679.4030 I F 858.513.0559 www.jce-inc.com 6 FLOOR PLAN - DEMO SHEET NO: E1 .1 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 3 9 o f 5 0 1 2 STATE OFCA.IFORIIJIA Indoor Lighting CALIFOR.NII' !ENERGY COMMISSION m rmcc-LTI-E (cre<neo Ol/ZO) CERTIFICATE OF COMPLIANCE NRCC-LTI-E This document i.J u5ed to demonstrate wmplir.mce with requirements in §110.9, §110.12(G/, §130.0, §130.1, §140.6, and §141.0(1:i/2 f()r indvar iightirrg xope-5 ming the prescripti,•e path. Project Name: Innovation Empire Space A Report Page: Page lof 7 Project Address: 16771 Valley BLDG. Unit. A, Fontana, CA 92335 Date Prepared: 4/B/20 A , GENERAL INFORMATION Jl 01 Project Location (city) Fon ta na 04 fot~I Ceinditior,u~d Fli,llr Arf!c::i (ftl) 5,464 oz Climate Zone 10 OS rrotal unconditioned Floor Area ~ft2) 03 Occupancy Types Within Pr-oj,ect (se lect a Ii t hat a1pply): 06 of Stories (Habitable Above Grade} 1 D Office (Z] Re-tail D Warehouse D Hotel/Motel 0 School 0 Support Areas D Pa rk..in g G~ rage D High-Rise !Residential D Reloc~tab le D Hei!lthc~re 0 Other (write in~: B,, PROJECT SCOPE II Tobie lnstruc~ions: lnr:lucle any lighting systems that are within the scc,pe of the permit application and are demonstrating compliance us;ng the prescriptive path out/i,ied in liJ40. 6 or §l4J .O(b}2 for alterations. WARNmG: Changing the Calc1Jlotiorr Method in this table wm result iri tfle deletion of data previousfy input. lf yai.· m=:ed to ,hange the lcalcutation method, pfea5e open a new farm or use "Save As". Scope ofWg,rk Ctmdltiuned Spar.:e:i Uncanditiuned Spa-i:e::i 01 02 03 04 05 My Project Consists. of (check all that apply): Calculation Method Area jft2) Calculation Method Are:a (ft 2) 0 New LightinE System Area Category D Alter~d Lighting Svstem Total Area of w ork (ft2.) I C. COMPLIAl'ICE RESULTS 6 roble Ins tructions: If any cell on this table says "D0f5 J'JOT COMPLY" Qr "COMPLIES with Exceptional Conditions" refer to Table D. for guidance. Allowed Lighting Power per §140.6(bl (Watts) Adjusted Lighting Power pe r §140.6Ja) (Watts) Compliance Re-sult:s lightinq in 01 oz 03 04 05 06 07 08 09 conditfoned .and unccnditioned Area Category Ad justments spaces mus t not Complet e Area Categoi'y Additional Tailored > Total PAF control Total Adjusted Building §14Q.6(cl3 = n,tal Allowe-d Designed credits = [Watts) OS M us.t b.:i ~(18 be combine(! f()r §140,6(cl2 §140,6fcl2G comp/Jonce per §14Q.§(c)l l•I l•I 1w,ns1 (Watts) §t4Qa6M2 *!ncl1,1cl,es-lliM §140.6fbj1. (-) AdJ1ustments B {See Table I) (See Ta,ble I) [5ee Table JI (See Table K) {5ee Tab le F} (See Ti:ible-P) Conditioned: 4,285.45 e 4,285.45 > 3-,066 = 3,066 COMPLIES Unconditioned; e > = Tabl@ Continued CA Buildjing Energy Efficiency St.indards ~ 2019 Nonresidential Comp I iance: http:l{www .energy:.ca.gov/title24/2019st.and:arcls January2020 ~TA TE OF CAlJFORNII\ I ndoor Lighting CALl~O~NIA ENrnoGV COMMISSION m r,.,iJK'C•LTl•I: (Crc;itcd 01/20) CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: lnnov3tion Empire Sp3ce A Report Page: Page 3-of 7 Project Add ress: 16771 val ley BLOG. Unit. A, Fo,ntana, CA '92335 Date Prepared: 4/13/2( 01 o, 03 04 OS 06 07 08 09 10 Name or Modular Sma ll Aperture Watts per How Wattc1se is To t al number Exempt per Field I ns;p,e;~tor 1Compl@t@ luminaire O@scription O@siign Watts Item Tag (Track) fo:ture & Color Change' lumiriaire1 determined luminaires §140.6fa)3 P~~s Fail R8 8' LEO LINEAR RECESSED D D 88 Mfr. Spec:z 1 D 88 D D Total Designed Watts CONDITIONED SPACES: 3,066 ~ FOOTNOTE.-Design Watts/or smo/1 ape-rwre ond color changing fumlnalres which quaflfy per §14G.6(a/48 is adju:sted to be 75% of their roted wattage. Tobie F automaticallv makes thi'> adjustment, the permit applicant should enter full rate-d wattage in column 05. :; ALJthority Having Jurisdiction may mkfor L!imir.oire-cut sheets ta confirm wotrage used far complion(.e per §130.0(c) Wa ttage used must be the maximum roted for the luminaire, not the lamp. G. MODULAR LIGHTING SYSTEMS ii Th is Section Does. Not Apply H. INDOOR LIGHTING CONTROLS (Not lnduding PAFs:) ~ C Table Instructions: Please include [ightlng confro~sfor conditi'oned and uncondhioTPed spaces in this toble. When an option having o * is selected, fhe notes section of thi:S. table must be completf;!d. The lighting cQntrals st;>c.tion of the Compliance 5ummory Tobie on the fir.st page wifl show "DOES NOT COMPLY" if the notes are le-ft b/.onk. Building Level Controls 01 02 03 Ma11datory Demand Response Shut-Off Cont ro ls Field Inspector §110.12fc) §130.l(c) Pass Fail Not Require-cl :s: 10,000,sF See Ar-ea/Space L-evel Controls D D Area l evel Controls 04 OS 06 07 08 09 10 11 lZ Multi-Level Shut-Off Primary/Skylit Secondary Interlocked Complete ~uilding or Area Category Aire.a Controls Field lnsped,or Area Description Primary Function Area §130.l(aj Controls: Controls. Daylighting Daylighting Systems §130,llbl §13Q,1(cl §130,1/dl §140 61d) §140,6lall Pass !=ail WORKSHOPS General Commerci:al and Industrial MamJal ON/ Dimmer 0cc. Sensor NA NA D D D Work • Precision OFF RETA.IL Retail M@rchandi~e $ale~, Manual ON/ Dimmer 0cc. Sensor Included Included D D D Wholesale Showroom OFF CA Building Ener:gy Efficiem:y ~tand:ards -2019 Nonresidenti<i I Compliance: http://www.energy.ca, gov/title24/2019standards Jar;iuc1ry 2020 STATE OF CALIIFORNll"i. Indoor Lighting CALIFORNIA ENER«oY CO MM ISSION m NRCC-LTI-E (Created 0 1/2.0) CERTIFICATE OF COM PLIANCE NRCC-LTI-E Proje.c:t Name: lnnova:tion Empire Sp.:ice-A Report Page: Page 6 of 7 Project Addres.s: 16771 Valley BLDG. Unit. A, Fontana, CA 92335 Date Prep.:1red: 4/13/20 S. DAYLIGHT DESIGN POWER ADJUSTMENT FACTOR (PAF) u D T/Jis Section Ooes Not Apply • DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION u Table-Instructions: Selections have been mode based an informariorr provided in previQus tables of thi.s document. If any sel er;ti,on needs to be c;hanged1 please e1<plain why Jn TtJb!~ E. AddirioMI R,i;1morh Thi?.r!?' dacument~ ,~w~r b,i;1 pu:wided M tli,: building inspe.ctor dming ccins.tru~t/011 nnd crm bi? found oniir1,i;1 t1r htnw/JwwL.enerovco.qov/ Jt/o2412010~tandar~~/2n10 mn/jnn n · ~N.,.,r,r i n'"ial D umon:tslNR.rJI YES NO Form/Title Field Inspector Pass Fail ~ (' NflCI-LTl-01-f -IM LI!::t b~ ~ubm itt@od f~r ~II bull ding~ □ □ (' ~ NRCI-LTl-02-E -M ust be submitted for a lighting control system, or for an Energy Management Control Sy:,;tem {EMCS), to be □ □ recognized for com pliance. (' ~ NRCl-lTl-04-E -1M ust be submitted for two in-t~rlocked systems serving an auditori1,H11, a convention center, .:1 conferer,ce □ □ room. a multipmpos.e room, or :a thie~ter to be recognized for cornplf:;ince. (' ~ NRCl-lTl-05-E -M ust be s:ubmitted for a PowEr Adjus.tmeM Factor (P'Af) to be recognized for compli.rinc,e. □ □ NFtCI-LTl-06-E -1M ust be submitted for ad'ditional wattage installed in a video conferencing studio to be recogniz:ed for (' <i compliaiic,e. □ □ U. DECLARATION OF REQUIRED CERTIFl,ATE5 OF ACCEPTAN,E u Tl]b/e-lnstr~crion.s: serecrions have been mlld,e based on informariort provided in pre-vicw.s rabies of this document. If ony selecrion needs to be changed~ please explain why in Tob/1!" f . Additional Remarks. Thesf!" documents must be provided to the building inspr!ctor di1ring r::ons:truction and any wit'1 "·A" In the form name must be completed through on IAaeptonc~ Te,;t Technjdon Certification Prollider (ATTCP). for more informati.an visit: http:/Jwww.enerqy.co.gov/tltle24/ottcp/providers.lrtml YE5 NO Form/Title Field Inspector Pas::i Fail (' • NRCA-LTl-02-A -MI.Ust be $1.!bmitted f or occupancy sensors and automatic:: time switch controls. □ □ (' ~ NRCA-LTl-03-A -Ml.Wst be s1.Jbmitted Tor a·utomatic dayl ight control:s. □ D (' ~ NRCA-LTl-04~A -Mwst be s1.Jbmitted for demand responsive l ighting controls. □ □ (' ~ NRCA-LTl-05-A -Mi.ust be submitted for instit1.1tional t uning power adjustment factor (PAF). □ □ E (' ~ NflCA-ENV-03:-~ -Must be submitted for daylighting de~ign power adjustment facto rs (PAI=). □ □ CA Building Energy Efficiency Standards -2019 Non res ident ial Compliance: hOP :flwww eners:11.ca P:oV/title24/2019standards J;muarv2020 1 2 3 4 STAH OF CALIFORNIA Indoor Lighting CALIFORNIA ENE~G\' COMMISSIO~ w NRCC-LTH iCre~ted 01/20) CERTI F"ICATE QJ; COMPLIANCE NRCC-LTI-E Proje,:t Name: lnnov.1tion Empire Si>ace A Report Page: Pijge 2 of 7 Project Address: 16?71 Valley BLDG. Unit. A, Fontana, CA 92335 Date Prepared: 4/13/20 Controls Compliance (See Table H for Det ails~ COMPLIES with Exceptional Conditions R3ted Power Reduction Compliance (See Table Q for Details:) Not Applicable D. EXCEPT IONAL CONDITIONS Ii T"1i~ tllble i!: ~uto-fil/ed with untufitt:1ble comm.e-ntS" bectiu.ri:-of !:electian.r m.,de or data entered in Mble.r th-rau9h-out the form. able H Indoor Lightiing Controls Permit Applicant tJotes: RESTROOMS: LESS THAN 100 SF ELECTRICAL ROOM: ND AUTOMATIC LIGHTING CONTORL IN ELECTRICAL ROOMS PER CEC elect ions made in Table U have lbeen changed by the permit ap.plican1t. See Table E. Additional Remark$ for permit appl icant '!; explan;it ion E. ADDITIONAL REMAR~~ Iii This UJble inciudes remarks made by th.e permie applicant to t1'e Authc,rity Hoving Jurisdiction. F-INDOOR ~IGHTING FIXTURE SCHEDULE u Table Instructions: include a1' permanent designed lighting and □II portable fighting in offices. tle!.igned Wattage: Conditio11ed Sp"'ces 01 D2 03 04 05 06 07 OB 09 10 Name or Cotraplete LUi'r'lit'iair('! Descrii,tioi"l Modular Small Aperture Watts per How Wattage is Total number Exempt per Desigri w atts Field Inspector Item Ti3g (Track) Fix:tu r@ & Color Ch.ange1 lumin.aire~ determined luminaires; §140.6{al3 PQS5 Fail 06 6" LED RECESSED OOWNLIGHT D D 22 Mfr. Spec' 6 D 132 D D E6 6' LED LINEAR PENDANT D D 60 Mfr. 5pec1 13 D 7&0 D D F4 4' LED LINEAR RECESSED D D 29 Mfr. Speci 4 D 116 D D FB 8' LED LINEAR RECESSED D D 58 Mfr. Spec2 1 D 58 D D Fl8 18' LED LINEAR; RECESSED D D 128 Mfr. Sp,ecl 2 D 256 □ D K 2X2 LHl TROFFER D D 46 M fr. Sp,ecl 8 D S5$ D D P6 6' LEO LINEAR PENDANT D D 66 Mfr. !>pl:!c' 14 D 924 D D PB 8' LEO LINEAR PENDANT D D 88 Mfr. Spec2 1 D 88 D D W4 4' LED WALL MTD LINEAR D D 32 Mfr. Spec'· 8 D 256 D D CA Bu ilding Energy Efficiency Stcmdards • 201"9 NonresidPntial Compliann,: http://www.enen.y.ca.gov/title24/2019stand.ards January 2020 5TATE OF CALIFORNIA Indoor Lighting CAL.IFORNIA ENE"-G\"COMMIS:SION 5l NIICC·LTl·E (C:n::at,;:d 01/2.0) CERTIFICATE OF COMPL IANCE NRCC-LTI-E Proj ect Name: I nnovation Empire Space A Report Page: Page 4 of 7 Project Address: 16771 Valley BLDG. Unit. A, Fontana, CA 92335 Date Prepared: 4/13/20 MamJal ON/ RESTROOMS Res.troom OFF Exempt'" 0cc. Sensor NA NA D D D Manua l ON/ STORAGE Commereial .and lndu!:trial Storage Dimmer Oc:e. Sensor NA NA D D D OFF Electrical, Mechanical, Telep hone Manua l ON/ ELECTRICAL ROOM OFF E)(empt* Exempt* NA NA D D D Room~ VESTIBULE All Other Spa,ce Types Manua l ON/ Dimmer 0 cc. Sen!.or NA NA D D D OFF BREAK ROOM Loung:e Manu::i l ON/ Dimmer 0cc. Sensor NA NA D D D OFF 'NOTES: Controls with a"' requi re a note in the space below explaining how compliance is ach ieved. 13 EX: Conference 1.-Prfmo.ry/Skylight Doylighting: Exempt becm.1ge less. thon 120 wotts of ge.ne-ral fighting; Pia n Sheet Showini;;: Daylit Zones: EXCEPTfON J to §130.lfd/2 E2.1 RESTROOMS l ,SS Tl!AN 100 SF ELECTRICAL ROOM NO AUTOMATIC LIGHTING CONTORL IN H£CTRICAL fWOMS PER CfC I. LIGHTING POWER ALLOWANCE: COMPLETE BUILDING OR AREA CATEGORY METHODS ~ Tobie Instructions: Comp/ere the toble for each orea complying using the complete Build'ing or Area Category Methods per §140.6(bJ. !rid/core if oddirionol lightJng power t;1!/owan ces per §1-40.$/c;) or adjustments per §14Q.§(q) ore beir.g used. Co11ditioned Spaces 01 02 03 o• 05 06 Allowed Area Allowed Additional Al lowances/ Complete Building o r Area Category Dens ity Adjustment Are9 DE;>s-cription Primary Fun,ction A~ea [ft') W,;itt9,ll;e' (W/ft2J (Watts] Area Category IPAF WORKSHOP General Com mercial and Industrial Work -Precision O.BS 2,260 1,921 D D RETAI L Retail Merchand ise Sales, Wliolesale Showroom 1 lr928 1,918 D D RESTROOMS Restroom 0.65 110 71.5 D D BREAK ROOM Lou11ge 0.55 139 90.35 D D VESTIBULE Al l Other Spg,;e Ty~e::i 0.4 157 62.8 D D !;;!.!;:CTfU(:A!,. ROOM l;!ec;:trii;i!I, Me~h,;ini,c;?al, Te!epfhr;,n~ RQQr,,~ Q.4 ;, 22-13 D D STORAGE Commercial i!nd Industrial Storage 0,6 315 189 D D $T ATE OF CA1.IF'0RN l'A Indoor Lighting CA.LIFOR,:O,IA ENER-G\" COMMISSION ...w NRCC·LTI-E (Crealed 01/ZOJ CERT IFICATE OF COMPLIANCE NRCC-LTI-E Project Name: Innovation Empire s;pace A Report Page: Page 7 of 7 ProJec:tAddre::i~: 16771 V.all ey6LOG. Unit. A, Fontana, CA92.335 Clate Prepared: 4/13/20 DOCUMENTATION AUTHOR"S DECLARATION STATEMENT u I certify that t his Certificate of Compliance documentation1 is accurate and complete . oo.:ument.it io,n Author Name: Moni~ Hansen ooeume,m tion Author Sign;;iture: ,..,(>ft~ f A " Company: Johnson Consulting Engineers Signature Date: 4/H/20 Address: 12875 Brookprinte-r Pl, Suiite-300 CEA/ HERS Certification Identification (if applkable): City/State/Zip: Poway, CA 92064 Phone: 85-8-679-4030 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty cf perjuq,-, under the laws of the St.ale of California: 1. The information provided on this C::e-rtificaite o f Compliance is true .and corretCt. z. I am eligible under Division 3 of the Busines:s and Professions Code to accept responsibility for the building design or system design identified on this cenificate of Compliance jresp,ons ible designer) 3. The et1ergy features arid pier:fo rmanee s~ecifica1ion.s, n;,aterial:S, components, -..nd manufactured device$ for the building desi_gn or svsteM design identined on this Certificate of Compliance conf-orm1 to the requirements of Title 24, Part 1 and Part 6 of tile Califormia Code of Regulations. 4!. Th.e buildin:g de.sign features. o.-sy.stem desi1n features idenlified on this Certificate of Compliance are consi.stent with the informatior1 provided on other applicable compliance d'ocuments, wor,ksheets, calculations, p!am and specifications submitted to the enforcement u;genc-; for ap;proval with this buil,ding permit application. S. I will en.sure t hat a completed signed copv of this. Certificate of Compliance shall be made .availa'ble witlil the building permit(s) issued for the buildin_g, and made a>Jailable to the enforcement 3gencv for 311 applicable inspections. I undl:!!rs:tand t h3t a compl'eted signed copy of this; Cert ificate of Compliance is: requirl:!!d to be incluCe.d with thl:! documentation tht:? builder pn;>vid!!:!S to the lbuildini:; qwner at occupancy. Responsible D-es:igner Name: Monica Hansen, Responsillle Designer Signature: #) ~w.u._ f) , IA Comp1my. Johnson Consult ing Engineers Da1t@ Signedl: 4/13/20 Ad(jr,ess: 12875 Brookprinter Pl. Suite 300 Ucens-e: E 14781 City/State/Zip: Poway, C.A 92064 Phone: s;S-679-4030 I CA Building Em1,rgv Effici,,mcv Stand;ir<ls -2019 NonrE!sid1mtial Compli.:mce: http:ljwww.1mE!rgy.c111.gov/tit1e24/2019!iti1ndards Jsnus ry 2020 3 4 5 6 STATE OF CALIFORNIA. Indoor Lighting CA~.IFOR.NIA ~N E~G'I" O::QMMISSION fiJ Nfl:0:::£;-LTH I Cn:r.wd 0-1/20) CERTI FICATE OF COMPLIANCE NRCC-L TI-E Project Name: Innovation Empire Space A Report IPc1ge: Page5of7 Project Address: 16771 valley BLDG. Ulnit. A, Fontana, CA 92335 D:ate Pr-epared : 4/13/20 01 02 03 04 Os 06 Additional Allowances/ Allowed Allowed Area Description Complete Build ing or Area Category Dens.ity Are.:i W3ttage Adjustment Primary Function Area [ft') (W(ft') (Waitts) Area Category I PAF TQTA.L= 4,91:i(i .,q.8,~.4~ $el:" TablesJ c;ir P ror d!;',,;i il J. ADDITIONAL LIGHTING ALLOWANCE: AREA CATEGORY METHOD QUALIFYING LIGHTING SYSTEM ~ Thi,; Section Does Not Apply K. TAILORED METHOD GENERAL LIGHTING POWER ALLOWANCE ii Thi,; Section Does Not Apply L. ADDITIONAL LIGHTING ALLOWANCE: TAILORED WALL DISPLAY 6 This Section Does Not Apply M. ADDITIONAL LIGHTING ALLOWANCE: TAILORED FLOOR AND TASK LIGHTING iii This Seer/on Does Not Appl'JI N . ADDITIONAL LIGHTING ALLOWANCE: TAILORED ORNAMENTAL/SPECIAL EFFECTS ~ This Seer/on Do.es Not Apply O. ADDITIONAL LIGHTING M LOWANCE: TAILORED VERY VALUABLE MERCHANDISE ~ This Section Do.es Not App/11 p_ POWER ADJUSTMENT: LIGHTING CONTROL CREDIT (POWER ADJUSTMENT FACTOR (PAF)) ~ Th/$ Sectiijf'I DDe~ folot Apply Q . RATED POWER REDUCTION COMPLIANCE FOR ALTERATIONS Iii This Section Doe5 Not Apply R, 80% LIGHTING POWER FOR ALTERATIONS -CONTROLS EXCEPTIONS u This Section Does Not Apply CA BLiild ing Energy Efficlericy Standards • 201 "9 Nonres id entlal Compliance: http://www.energv.ca.gov/tltle24/2019standarcl~ January 2020 ---JDHNBDN ~ 'l~fE:SS/o~ ••••• ----· -•• CONSUL TING ENGINEERS, INC. ~,@'GOES~~\ jiff' ~ lie Power I Lighting I Multimedia No. E 147B1 Ya Communications I Data Networking * Exp. 6-30-2023 * ~ <Z£Cral~'"° 12875 Brookprinter Place, Suite 300 ,f~OF'CI/. Poway, CA 92064 P 858.679.4030 I F 858.513.0559 '2212)42 8/2/212)22 www.joe-ino.oom 5 6 ENCY APPROVAL - M JK ARC• MICH APR '?f_l) _f. " --o" ' ~M ICHAEL, *~ ,s, No.~ ~ EXP. 0 TECTURE L J. KANTARCHITECT ESSIONAL CORPORATION ,P.O. BOX 1120 ,ANl"1 VISTA, CA f/JI l*I 92085-1120 I I Mv <160) 941-4641 ~"' -OF C~-:f'!f/' www.rnjkarchitecture.com CONSULT 'ANT: PROJEI NAME: TE~ CA INS TEI IMF HNICAL REER TITUTE - ANT ROVEMENT! PROJEC" 2075 DRl\j CAR 9201 ADDRESS: LAS PALMAS E LSBAD, CA, 1 REVISIONS S: MARK DATE DE ESCRIPTION 6 6 6 6 6 6 DATE: MARCH , 21, 2022 REV NO: CON. DOC. PROJECT NO: 2021-07.02 CAD DWG FILE: DRAWN BY: Author CHK"D BY: Checker COPYRIGHT:© 2 2022 MJK ARCHITECTURE SHEETT LE: TITL E24 E2.0 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 4 0 o f 5 0 1 2 STATE OF CALIF.ORNIA Outdoor Lighting CALIFORNIA ENERGY COMMl:SSION m NRC:C-LTO-E ,jc,reat,ed 11J1~1 CERT lf lCATE OF COMPLIANCE NRCC-LTO-E This document is u.>ed ta demon5tmte compliance with requirement!> in §110.9, §130.0, §130.l, §140. 7, and §141 .0(a)2l for outdoor lighting scopes using the pre5aiptive path. Project Name: Innovation Empire Space A Report Page : Pag e 1 of 6 Proj ect Address: 16771 Valley BLDG. Unit. A, Fontar;ia, CA 92335 D.ite Prepared. 4/13/20 1/1. GENERAL IN FORMATION ~ Ol Project Locat ion (city) Fontana 04 !Total Illuminated Hard sc.3 pe Area (ft2) I 1,204 A 02 Climat e Zone 10 03 Out door Lighting Zone per Title 24, Part 1 §10-114 or as designated by Authority Having Jurisd iction (AH.J): 0 LZ-0: Very Low -Lin-developed P-.irkla nd 0 LZ-2: Moderate -Rural An:o:. 0 LZ-4; High -Must be reviewed by CA Energy Commission for Approval D LZ:-1: Low-Developed Parkland [Z] LZ-3 : Moderately High -Urban Areas B. PROIE CT SCOPE IU Table lnstmctions: Inell/de any cwtdoor lighting systems that are within th e Kope of the: permit application and are demomtratin-g complianc-e using the prescriptive path outlined in §.J,:1Q.l or §_14,1.,0(b}l_l for alterations, My projectwnsists of: 01 02 @ N,ew Li ghting Syst em Must Comply with Allowances from §:1.4.D~.Z. D Alter~d Lighting System ls your a lt eration lncr~asing the connected lighting load (Watts]? ("Yes. (" No 'FOOTNOTES:% of Existing Lum/noi'res Being Altere d :e!:' ($um raw! of LJ;mln,afres Bei'ng Added or Aire red/ EJdsting Lumi'n-olfes wlthfn the Scope of t he Permlt Appl/Cotiot'I) :< 1(J6 C. COMPLIANCE RESULTS ~ Tobie Instructions: tf any cell on this table says "OOES NOT COMPLY" or "COMPU£S with Except/01101 Conditions" refer to Table D.for guidance. Calculati on of To,ta l Allowed Lighting· Power (Watts) §14Q:.7 or §14l.Q(b)2L Compliance Re:sult:s 01 02 03 04 05 06 07 08 09 General Hardsca~e Pee S.aies Ornamental Per Specific Existing + Appl ic.atiori + Frontage + + Are::i OR Power a To-tal Allowed > Total Adual Allowance §t40.7ldl2 §140.71dl2 §140.7(d)2 !,!40.71dl2 el410lbl2L (Watts) (Watts) 07Mustb e~08 §140,7!dJ1 (See Table I) (See Tc1ble J) (See Tab le K) (See Tab l-e L) (See Table M ) (See Table N) (See Table FJ 525.32 + + + + OR a 525.3 2 > 273 COM PLIES C1Jt e>ff Compliance !See Table G f or Det aiils) Not Ap plicable Controls Compliance {See Table H f or Det ails) COMPLIES B CA Building Energy Effii,;;ien~y St.indards -2019 Nonresiderdial Comp li.ince; http ;//www,energy.ca,go-v/tiHe24/201!Mandards Novemb"2r 2019 STAT~ OFCAllf'QRNIA Outdoor Lighting NIICC·LTO-E-(Created 1.1/19) CAUFOftNJA ENERGY COMMl5Sll9 CERTIFIICATE OF COMPLIANCE NR{C-LTO-E Proj ect Name: Innovation Empire Space A Repon Page: Page 3 of 6 Proj ect Address: 16771 Vallev BLDG. Unit. A, Fontana, CA 92335 Do3te Prepared: 4/13/20 G. CUTOFF REQUIREMENTS (BUG) ~ This Sec!ion Does Not Apply fl. OUTDOOR LIGflTING CONTROLS f,j Table ln5tnrctions: Complete thi:s Wbte demomtrating compl[anr;e with controls re-rJuirrments for at/ new or afterect lumfnoires imtalfed as part of the permif c;rp-plication. for alteration projects, fumlnal'res whic'1 are existing to remain (le un touched) and Jumincrlres which are removed and' reinstalied (w!n'ng onfy) do not need to be i"c!uded In thJs table even if ttiey are within the space..s covered by the permit .appffr:ation. When an option having a * is 5,efected, the notes section of this table must be completed. The lighting controls section of the Compl iance Summary Table on the f irst page will show "DOES NOT COMPl Y'1 if the notes are ieft blank. For each requirement in columns 02 throu9h D4, do not leave the fieiri blank, instead select NA or E.xempt°" from the d,apdown list to indirnte not crpplicobfe or on exemptio~. Mandatory Controls 01 02 03 04 05 Area Description Shut-Off Auto-Schedule Motion Sensor ~ield Inspector §130.2(c)1 §130.2(c)2 §130.2(c).3 Pa;~ Fail WALKWAY Astronomic<0I Timer Ves NA , Wall~ 24ft □ □ C *NOTES: Controls with a* require a not e in th~ space below expl.aining how compliance i5 :achlevedl, EX: Not permitted by health & :safety to be turned off; EXCEPTION 1 t.a §n0.2{c). I. LIGflTING POWER ALLOWANCE (per §140.7) 16 Tobie /nstwctions: Please-c.amplete this table for oreas using the 01 a-lowan,e calculations per illJLl. General Hardscope Allowance "Use it or, lo5-e: it " Allowan~e-s (5-elect all that apply) is per Table 140.7-A while "Use it or lost it" Allowances crre per General Table 140.7-B. Indicate which afrowances are being used to 0 Hardscap-e D P-er Application D Sale:s Frontage □ Ornamental □ Per Speci"fic Area expand section;;for user input. Luminoires that qualify for one of Allowance the ~usl:' it or lose it" alrowances 5ha/( not qualify for Dnother "Use it or ,ose it" oflowan,ce. Tab le I (below ) Table J Table K Ta bl e L Table M Calculated General Hard5cape Light ing Power Allowance per Table 140.7-A (LZ 2 & 3) 02 03 04 05 06 07 08 09 10 Area Wattage Allowance {AWA) Linea r Wattage Allowance (LWA), Tot al General Are a Description Surface Type lllluminated Al lowed Density Area Allowance P-erimeter Allowed Density Linear Allowance AWA t LWA Area (ft'2) (W/ft'I (Watts) Length (If) {W/lf) (Watts) !Watts) WALKWAY Concrete 1.204 0.03 36.12 348 0.4 139.2 175.32 Tobie Continued CA Building Enertiv Efficiency Standards -2019 Nonresidential Complian-ce· http://www.energy.c.i.gov/tit1e24/2019s;tandan1s. Nove-mber 2019 STATE OF CALIFORNIA Outdoor Lighting CALIFORNIA ENERGY COMMISSION m NIKC-LTO-E ~Created 11/19) CERTIRICATE OF COMPLIANCE NRCC-LTO-E Proj ect Name : lnrmvati:on Empire Speice A !Report Page: Page 6 of 6 Proj ect Address: 16771 Volley BLDG. Unit . A, Fontana, CA 92335 !Dote Prepared: 4/13/20 D ... DOCUMENT/\TION AUTHOR'S DECLARATION STATEMENT I certify '1:hat t his Certificate of Compli,ance documentation i:s :accurate and complete: Documenta ti cin Au ttior N.ame: Monie.a Hansen Documentation Auttior Signature: lJ •. · f l fl Company: Johnson Consulting Efi1gineers Signature Date: 4/13/20 Address: 12875 Bmokprinter Pl, ~uite 3()0 CEA./ H ERS. Ce.rtification ldent ifrcaliori (if ap pl icablej · Citv/State/Zip: Poway, CA 92064 Phon@: 85 8~679-4030 RESPONSIBLE PERSON'S DECLARATIOl'I STATEMrn T I certify the following under penalty ,of perju ry, under the laws of the State of California: L The information provided on this Certificate of Compliance is. true and correct . 2:. I am eligi ble unde r Divisi"n 3 cf ,he Business and Profes.sicns Code to accept res1n1n:sibi.ity for t he building design or sys.tern d esign id'entified on this Certificat e cf Compliance (responsible design er) 3. The e11errv IE!atur es and pe,rfarman,ce SiJecifo:ations, materials, components, .ar,d m anufattured devices for the building d~si1r1 o r sys tl:!m di:!slgn identified on 'this- Certificate of Compliance con form to the requirements of Title 24, Pan 1 and Part 6 of the Cillifornia Code of R@gul.ations. 4. The building de5ign feat1Jre5 or sy5tem de5ign feature5 identi fied on thi5 Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, pla r:-is and specifications submitted to the e nforcement agency for approva'I with this building permit application. 5,_ I will ensure that a complet ed signed copy of th is Certificate of Complian-ce sh.all be made avail able w ith the building permi1(s) issued for the building, and m.ade ava ila'ble to the enforcement 3gency for all applicable-inspections. 11 understand that a completed signed copy of this C.e-rtificate of Complian c-e is required to be included w ith t he d0r:umentatl0n the builder provi des t o the buildi ng o wne-r at occupam:y. Responsib le Designer Name: Monica Hanse n Respons.ible Designer Signature: l .,,, · u I!. Company : Johnson Consulting Engineers Dc1te Signed: 4/13/20 Add ress: 12&75 Brookprintrer Pl, Suite 300 LicE!nse: E 14781 Cit y/State/Zip: Poway, CA 92064 Pho ne: 85 8-679-4030 E CA Building Energy EfficiencySt.indards • 2019 Nonresidential Compliance: httR:lfwww.energy.c.i.gov[tit1e24/2019standard5 Novembier 2019 1 2 3 4 STATE OF CALIFORNIA Outdoor Ligihting CALIFORNIA ENERGYCOM MIS:Sll9 m NfKC:-lTO-E (Created 1.J/19) CERTlflCATE OF COM PLIANCE NRCC-LTO-E Project Na me: lnm>Vi:ition Empire Space A Report Page: Par;e 2 of 6 Project Address:: 16771 Va lley BLDG. Unit. A. Fontci nci, CA 92335 Date Prepc11red: 4/13/20 D. El<CEPTIONALCONDITIONS ~ This table is auto-{J//ed with uneditable comments bern115e of '5election:, made r,r data entered in t.able'5 thro11ghout thf? [{}rm. No exceptional conditions. apf)ly to t his proje-ct . Selections rno1de in Table O have been changed by the permit appl ic;mt. S-ee T;lble E. Addit ion.ii Remarks for permit ,;1pplicant's e)(planation. Selections maide in Table P have been chan11ed bt the perm it applicant. See Table E. Addition:al Remarks for permit :applicant's: explanation. E. ADDITIONAL REMARKS ~ Thi:s table incfude5 remarks mar:11? by ttJe permit apµlicarrt to the Authority Having Jurisdiction. f. OUTDOOR UGflTING flKTURE SCllEDULE w Tobie lmtrnctions: For new or alterr?d tightfng 5ystems demo11strnting compliance with §140.7 (ie Table I hrJ"S expanded for input), ;ndude all lum/naires being instaJJed and any exist;ng luminaires rernoin;ng or being moved wjthin the ;paces covered by the permit appJication in the Tabfe below. For1;1ftered lighting systems using t he Exi.st irtg Power method pe-r §141.0(b}ll (ie Table N hos expandect [.or input), include only new /um{r,oires befng in.stalled and replocemem luminaire.s. being i11stolled as port of the project scop e (ie, do not include exi.sting lumincrires remaining or ,existing /1.1minaires being moved/. Designed wan ·age: 01 02 03 04 05 06 07 08 0~ 10 Cutoff Req . ~ Name or Watt5 per How Wattage is Tot~I Ex duded 6,200 initol lumen Held Inspector C"mplete ,Lumim1fre Desr;riptfon number Luminaire Stat1:.1:.l per Design W'1tt5 Item Tag lumir.aife1·1 cletermin,ed luminaires2 §140.7(a] out p,ut §B0.2/bl4 Pas5 F.iil S5 WALL PACK LED I D Linear 21 Mfr. Spec' B New □ 273 NA: <6,2001umens D □ Total Designed Watts: Z73 * NOTES: Selections with o * require a note in ttie spoce be low explaining how complPonce is achieved. EX: Lvrnir'laire is lighting a stot1.Je; EXCEPTION 2 to-§130.2(b). 1 FOOTJJOTE5: Authori'ty Ha11tng Jurisdiction mayoskfor tuminaire cut sheets to confirm wattage LJ5ed for wmpfiance per §139-D(cJ 1 For fineor luminaires, wattoge should be indiceneci os w/lf in stead of w:atts(Juminoire. Totar linear Jee r for t he luminr1ire should be indicated in column 05 in.steed of n-umber CJ} /11minoires. J Select "New" jr;,r nl;?w Je;minaires ir'I o new out(/QQr lighting projer:e er for odded luminaires in an clremtic;,n. Select "Altered" Jor rep!act;:mem luminr;iire$ in an alterarfr;,n. Se1er;t "£.xjsting to Remain" f or existing 1umiooires within the project scope that are not beinq aftered and are rema(ning. Select "Existing Reinstalled" fo r e.xisti,"lg luminoires which are being removed and ,einstolfed as part of tile project scope 4 Complilmce with mondotory cvtoff rec,LJirements rs required for lt.minai"res with initio l rumen output;;: 6,100 unless exempted by §130.l(b}. CA Building Energy Efficiency St.and ards -2019 Nonre.stden tlal Compliar1ee: h1tp://www.energy.c:a.gov/title24/2019standarcls November 2019 STAT~ QfQ\~JFQfl.t.l!A Outdoor Lighting CALIFORNIA ENERGY COMMISSl19 m NllCC-LTO-E (c,reated 11/19] CERTIFICATE OF COMPLIANCE NRCC·LTO·E Project Name: Innovati on Empire S.pace A R.eport IPage: Page 4 of6 Project Address: 16771 Valley BLDG. Unit. A, Fontana, CA 92335 Date Prepared: 4/13/20 I I I I I I I Q lnitit1I Watt:age Allowarice for Entire Site (W.itts): 350 Tat.ii G@li'l@ral Hardsc.ap@ Allowance (Watts); 525.32 J. LIGHTIN(; ALLOWANCE; PER APPLICATION 111 This Section Does Not AppJy K. LIGHTINli ALLOWANCE: SALES FRONTAGE tJ Tfij5 Section Doe.s; Not AppJy L. LIGHTING ALLOWANCE: ORNAMENTAL 16 This Section Do.es Not Apply M . LIGHTING A l LOWANCE: PER SPECIFIC AREA 6 This Section Doe.s; Not Apply N. EXISTING CONDITIONS POWER ALLOWANCE (alter ations only) 6 Thi5 Secrion Ooes Not Apply 0. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION 6 Tobie Jnsrruc.tions.· Selections hove been mnde base.don lnforma•tion provided in previrw!: tob/es-of this dowment If any ~election needs t<i be changed, please expfoin why in roble f , A-ddirionc,J Remarks,. These documenrs must be-provided ta the bµi/ding i(lspector dt,uing con5rrucrio,r, ond co,, be f;;iu,;(f 011/ine ot tirtpsjlwww .enerqv.c.a.gov/ titfe24/2019standardsl2019 comn!iance dowments/Nonri!sidentiol Docu=ents/NRCII Fil:!ld lnspei:tor YES NO For rn/nt le Pa,;s Fai l r (j NRC::1-LT0-01-E -Must be submitted for :all buildings. D D NRCl•LT0·02·E • Must be submitted for a lighting control system; or for an Energy Manag@m@nt Control Syst@m (EMCS ). to b@ r Ci D D recogn ized for complic1nce. CA B1.,1ilding Energy Efficiem:;y St.ind ar-ds -2019 Nonre.side nt i.il Compliance: http:f/www.eflergy.ca.gov/title2:4/2019standards November 2:019 3 4 5 6 STAT~ OF CAllfQRNIA Outdoor Lighting CALIFOJtNIA Ei.'IERGY COMMISSl19 ~. 'C NIKC·LTO-E\Crealed 11/19) CERTI FIICATE OF COMPLIANCE NR{C-LTO-E Project Name: lnnovati:on Empire Space A I Report Page: Page s of 6 Project Address: 16771 Val ley BLDG. Uni1. A, Fontana, CA 92335 IDate Prepared : 4/13/20 P. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE ... Tobie /,nstructlom: ~eiecti.on.s have beE'n made based on infarmmion provided in previous table-s of thi.s document. if any selection needs robe changed, p/e.a:.e e)(.plain whjt in Tobie E. Additio11aJ Remar'ks. These-docvment> must be 1'tovided to tfle buildinQ inspectc,. durin(I co,mru,=-tlot1 end must be comt,leted rhrour1h on Acce,,to::mce Test Technician Certification Provider (ATTCP}. For more information visit: h!tp:ftwww.enerqy.ca.ga11/titfe24/attc-p/provider.s.html YES NO Form/Title Field lnsp@ctor Pass Fail r 1W NRCA-LT0-02-A -M ust b@ s.ubmitted for .all -out,door lighting conttols ex"c@pt for alt~rations whe-te controls .are.a added to ~ 20 D D I umin.ai re-s. CA Building Energy Effici-ency Standards -201~ Nonresidential Comp'liance: http://www.enersy.ca.gov/tit1e24/2019standards November 2019 ---JDHNBDN ~ 'l~fE:SS/o~ ••••• ----· -•• CONSUL TING ENGINEERS, INC. ~,@'GOES~~\ jiff' ~ lie Power I Lighting I Multimedia No. E 147B1 Ya Communications I Data Networking * Exp. 6-30-2023 * ~ <Z£Cral~"° 12875 Brookprinter Place, Suite 300 ,f~OF"CI/. Poway, CA 92064 P 858.679.4030 I F 858.513.0559 '2212)42 8/2/212)22 www.joe-ino.oom 5 6 ENCY APPROVAL - M JK ARC• MICH APR '?f_l) _f. " -. o" ' ~MICHAEL, *~ ,s, No.~ ~ EXP. 0 TECTURE L J. KANTARCHITECT ESSIONAL CORPORATION ,P.O. BOX 1120 ,ANl"1 VISTA, CA f/JI l*I 92085-1120 I I M v<160) 941-4641 ~.,. - OF C~-i!f/' www.rnjkarchitecture.com CONSULT 'ANT: PROJEI NAME: TE~ CA INS TEI IMF HNICAL REER TITUTE - ANT ROVEMENT! PROJEC" 2075 DRl\j CAR 9201 ADDRESS: LAS PALMAS E LSBAD, CA, 1 REVISIONS S: MARK DATE DE ESCRIPTION 6 6 6 6 6 6 DATE; MARCH , 21, 2022 REV NO: CON. DOC. PROJECT NO: 2021-07.02 CAD DWG FILE: DRAWN BY: Author CHK'D BY: Checker COPYRIGHT:© 2 2022 MJK ARCHITECTURE SHEETT LE: TITL E24 E2.0.1 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 4 1 o f 5 0 A B C D E 1 1 A B C 2 2 3 4 3 4 5 6 7 ., . ' ~-.: :·•J'' ... ~ .. ::.,, -~ 1. ~ :-'•. ,._., •,,,, ,·,·"···••,., ~ ..... : ,·,.,'11 ·.-, • ·,• ,,· ~ · • ·, ·•, ,' .. " . •' ,• • · • ' l • · ' t t · ~,I , ,_ ._. .. ... , •• .. : •• ' --· • • • :. 'I, • { ,. ,. .. -: . -~.. •, ,, -: ,. ••' -,, ,. --' '-• © Ir. 4 71 it ,• .. _·: ·1 ·· .... ' ,.. :. -'., .. ' . -' .. . '. • , • • ~ j • ~ , • •' ., ' • • ' .-, , _, • , • 111 :·J ,\· ,: ,. ,--•'• .~ ,:.•:, ··:: ,-' _, •'•• ,-r'"'•,,.,•• .. I•,,,_. ,- ·'" ., . ~ .. : . , ~ I t ~ ._._, .a- ,,-•. . ,. ·: .. ·. " I• i• -.,---, . , ·A\~ ··'t;.,a.:•:•.'·.·. \\ . .• ·,.: ::·-.,,_:;.:.:.·.-~·.:. l\l ,.;,.-:-'{:fo.~.!;•;r? , ~-. • •.. : .. , :.-·.-·.-;._.·:>··.;-: ,-.-~.,,-•.:-;-·:, ·.;-1 I ~ ,,J •• "· •·· -·+ • ~ I • • , • • _ l , • ~ • • .....-:-. ...... ~. .. -· . . 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REFERENGE Af<C,HITECflJf<.AL l<EFLEGTED GEILING PLANS FOR EXAC,T LOCATION OF ALL LIGHTING FIXTUF1-E5. 2. REFERENGE E2 SERIES SHEETS FOF'-ALL FIXTUl<E 1YPE5 AND FOF'-TYPIGAL DETAILS. 9. LETTEf<.S IN OR ADJAGENT TO EAGH FIXTURE OR FIXTUF1-E f<.Ol"I INDIGATES 51"11Tai AND OR OC.C.UPANC!" SEN50R l"IHIGH WNTF'-OLS THE LIGHTING FIXTURE. 4. Glf<.GUIT HOMERUNS ARE INDIGATED TO SH= THE LOCATION AND NUMBEI< OF Glf<.GUIT5 TO BE Gl<OUPED T06ETHEF1-. 5. PROVIDE MINIMUM 9/4" WNDUIT AND •12 Glf<.GUIT CONDUGTOF'-S A5 RlaQUIRED TO GONNEGT EAGH LIGHTING FIXTURES TO THEIR INDIGATED CONTROL DEVIGE5. (U.O.N.) KEY NOTES: CD 0 0 0 ® ® 0 SEE Al'<C,HITEGTUF1-AL PLANS FOF'-MOUNTIN6 HEl6HT. 2 •12 (HOT). 1 •10 (NEUTl<Al.), 1 •12 (6ND). 9/4"G. 9 012 (HOT). 1 #10 (NEUTl<AL). 1 #12 (6ND). 9/4"G. 4 •12 (HOT). 2 •10 (NEUTI<AL). 1 •12 (6ND). 9/4"G. EXTEND WNSTANT HOT TO NEl"I EXIT Sl6N BATTEf<.Y PAGK AND TYPE •AE• FIXTURE BA TTEf<.Y PAGKS A5 F1-EGUIF1-ED. EXTEND EXISTIN6 EL.EC,Tf<.IGAL ROOM Ll6HTIN6 GIF'-C,UIT TO ALL TYPE •D' FIXTUF1-E5 AS REQUIRED. TYPE 'D' FIXTURES SHALL NOT BE WNTROLLED VIA EL.EC,Tf<.IGAL ROOM Ll6HT 51"11Tai. FIELD VERIFY EXAC.T LOGATION OF POINT OF INTEf<.GEPTION. EXTEND WNSTANT HOT TO NEl"I EXIT Sl6N BATTEf<.Y PAGK AND TYPE 'BE' FIXTUF1-E BATTERY PAGK5 AS REQUIRED. AGENCY APPROVAL MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION Af._--"--~"0~ P.O. BOX 1120 f'.-kEL J-:l--'~ VISTA, CA \*\ ~,~ )*1 92085-1120 ~6l1tt0~+" (760) 94_1-4647 ~f" o,: c~,<:. www.m1karch1tecture.com CONSULTANT: PROJECT NAME: TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENT! PROJECT ADDRESS: 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 REVISIONS: MARK I DATE I DESCRIPTION !::. . !::., . !::., . !::., . !::., . !::., . DATE: MARCH 21, 2022 PROJECT NO: CAD DWG FILE: DRAWN BY: REV NO: CON. DOC. 2021·07.02 Author I --,,,,_ ••• -c"'""' ·11 ~ ~~~· ULTING ENGINEERS, INC. SHEET TITLE: ijl No. E 14781 f!! 1 "!' Exp, 6--30-2023 : "22iZ>42 , ~ECTR~C~ ~OF'C!,,I ' ~/21Z>22 Power I Lighting I Multimedia Communications I Data Networking 12875 Brookprinter Place, Suite 300 Poway, CA 92064 P 858.679.4030 I F 858.513.0559 www.jce-inc.com 6 NEW WORK FLOOR PLAN LIGHTING SHEET NO: E2.1 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 4 2 o f 5 0 1 2 3 A B C D E 1 2 3 Ma<k Ap p """"' Manufacturer's (See Key Note Na.1) Catalog Series Type (See Key Note No. 2) 4 LIGHTING FIXTURE SCHEDULE ~ w 5 □ Driver FIXTIJRE § ■ Fixture Watts MOUNTING ,§ tD - C . ·-(j 'ai -u ~ - Ii ~ ii "'I= fl.~ ~ : -~ !I ~ ii ~ ~ ii ! -~ "" I " al r □1□1□1□1□1■1□ Description o I------+------~ ■ 1201277v ■ 0-10vDlm 28w □ □ COOPER APXSERIES □ ■ □Provide Emergency Ballast Type 'EM' □1□1□1□1□1□1□ D Provide Custom Color Finish, lo be selected at time submittal D See Detail o,- 0 i--------f-------_j ■ 1201277v D 0-1Dv Dim 1 SURFACE MOUNT WHITE THERMOPLASTIC LED EXIT SIGN. GREEN LETTERING X □ r----+--------i □ □Provide Emergency Ballast Type 'EM' D Provide Custom Color Finish, to be selected at time submittal D See Detail Ll<SHTIN<S FIX71JRE 5CHEDULE l<EY NOTES: 1. 2. ALTI:RNATI: MANVFAGTURE:RS TO THOSE SPl=GIFIW MAY BE SUBMITTI:D FOR APPROVAL. ALTl=RNATI: MANUFAGTURER'S MUST MEET THE MINIMUM GRITI:RIA INDIGATW IN THE DE5CRIPTION AND OPTIONS WLUMNS OF THIS 5CHWULE. AND MUST BE EQUAL TO THE SPEGIFIW FIX71JRE AS DETI=RMINED BY THE SPl=GIFYIN<S ENGINEl=R. (ALTI:RNATI: FIXTIJRES MUST BE APPROVW PRIOR TO BID, ALLOV'l 12 HOLRS FOR EN<SINEl=R REVIEV'I AND APPROVWJ. l"IHERE 'NO KNOV'IN EQUAL' 15 INDIGATI:D THE FIX71JRE DOES NOT HAVE AN EQUAL TO MEET THE PROJEGT RE:G!.JIRE:MENTS, AND AL TI:RNA TI: 5ELE:GTION5 V'IILL NOT BE AGGEPTW. WMPLETI: GATALO<S NUMBERS HAVE NOT BEEN PROVIDW. REFERENGE THE DESGRIPTION AND OPTIONS WLUMNS Of THIS 5CHWULE FOR WMPLETI: FIX71JRE REG!.JIREMENT5. 4 5 6 AGENCY APPROVAL LIGHTING FIXTURE SCHEDULE FIXTURE MOUNTING Marl< Approved Manufacturer's (See Key Note No. 1) Catalog Series Type (See Key Note No. 2) "' w I ,, >-w 0 ~ LITHONIA 2VTL4 □ ■ o,- 0 i------+-------_J ■ 1201277v ■ 0-10vDlm A □ 1-----+--------i □ LITHONIA 2VTL4 □ ■ Driver @ 1 -----t-------_j ■ 1201277v ■ 0-10vDlm Mc □ l-----+-------1 □ LITHONIA 2VTL4 □ ■ Driver 0 i------+------_j ■ 1201277v ■ 0-10vDim □ □ B LITHONIA 2VTL4 □ I ■ o,- @1------+-------___j ■ 1201277v ■ 0-10vDim BE □ l-----+-------1 □ LITHONIA 2VTLA □ ■ Driver 0 r--------1--------J ■ 1201277v ■ 0-10vDim C □ r----+--------i □ LITHONIA CSVT □ ■ Driver 0 i------+------_J ■ 1201277v ■ 0-10vDim □ □ D □ ■ o,- O r------+----------j ■ 1201277v ■ 0-10vDlm □ r----+--------i □ □ ■ Driver o >-------+--------< ■ 1201277v ■ 0-10vDim □ 1-----+--------i □ NULITE RXT-P LED □ ■ Driver o e---------i-----------1 ■ 120/277v ■ 0-10vDim □ □ FOtura Watts 39w 39w 24w 24w 24w 42w ~ ~ ~ :ii ,. I I Description ~ --;,: 1 -~ -I ! i ~ =~-g~_!!! al <11 GI ;;;:, 0 :S:c::o.u.io. ■ □ □ □ □ □ □ LAY IN 2 X 4, 5326 LUMENS, 4000K, 80 CRI, 0-10V DIMMING. □Provide Emergency Ballast Type 'EM' ■1□1□1□1□1□1□ D Provide Custom Color Finish, to be selected at time submittal 0 See Detail LAY IN 2 X 4, 5326 LUMENS, 4000K, BO CRI, 0-10V DIMMING. PROVIDE WITH FACTORY 1400 LUMEN EMERGENCY BATTERY PACK. □Provide Emergency Ballast Type 'EM' ■1□1□1□1□1□1□ D Provide Custom Color Finish, to be selected at time submittal □ S&e Detail 4B"L X 4"W RECESSED T-BAR. MINIMUM 3300 LUMEN AT 5000K, BO CRI 0-10V DIMMING. □Provide Emergency Ballast Type 'EM' ■1□1□1□1□1□1□ D Provide Custom Color Finish, to be selected at time submittal 0 See Detail 48"L X 4"W RECESSED T-BAR. MINIMUM 3300 LUMEN AT 50001<, 80 CRI 0-10V DIMMING. PROVIDE WITH FACTORY 1400 LUMEN EMERGENCY BATTERY PACK. □Provide Emergency Ballast Type 'EM' ■1□1□1□1□1□1□ D Provide Custom Color Finish, to be selected at time submittal 0 See Detail 4'-0"L X 2"W RECESSED FLANGED. MINIMUM 3335 LUMEN AT 4000K. □Provide Emergency Ballast Type 'EM' ■1□1□1□1□1□1□ D Provide Custom Color Finish, to be selected at time submittal □ See Detail SURFACE MOUNT VAPOR TIGHT. MINIMUM 3000 LUMEN AT 4000K. WET LOCATED LISTED. □Provide Emergency Ballast Type 'EM' □1□1□1□1■1□1□ □Provide Emergency Ballast Type 'EM' □1□1□1□1■1□1□ □Provide Emergency Ballast Type 'EM' □1□1□1□1■1□1□1 . □Provide Emergency Ballast Type 'EM' D Provide Custom Color Finish, to be selected at time submittal D Provide Custom Color Finish, to be selected at time submittal I D Provide Custom Color Finish, to be selected at time submittal I D Provide Custom Color Finish, to be selected at time submittal 0 See Detail 0 See Detail I D See Detail I D See Detall I I I ' ' MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION X:'-'""_Q_-~~ P.O. BOX 1120 ~-t:A ELJ ~-'1 VISTA, CA *1 WI~ l*I 92085-1120 C1? I I ·"'-"" ~~e6i1iw4 # (760) 941-4647 ::!I'~ o<f. . . !c p, c~'' www.rn11<arch1tecture.com CONSULTANT: PROJECT NAME: TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENT! PROJECT ADDRESS: 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 REVISIONS: MARK I DATE I DESCRIPTION 6 t:,,,. t:,,,. t:,,,. t:,,,. 6,. DATE: MARCH 21, 2022 REV NO: CON. DOC. PROJECT NO: 2021-07.02 CAD DWG FILE: DRAWN BY: Author CHK'D BY: Checker fl~fESS/o • • • COPYRIGHT: .~~ :•::• J 0 H NB a N © '"" "" AAC"'"'"' , <I " =-•~ ~~-~ '""" "'"' ""' No. E 147B1 Ya p F * Exp. s- 3 0-2023 * Cornrnun~:aet~ I Lighting I Multimedia IXTLJ RE ~ ~ • ions I Data N ~{"""ft_,,. .,., • ., SCHEDULE Of'CA~~ 12875 Brookprinter Place, Suite 300 Poway, CA 92064 P 858.679.4030 I F 858.513.0559 SHEET NO '2212)42 9/1/2<!>22 www.joe-ino.oom E2.2 5 6 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 4 3 o f 5 0 1 2 A B C D E 1 2 El 3 ROOM CONTROLLEI LIGHTING f\ CIRCUIT---0 o----------.J I NEUTRAL t "a" DIMMABLE LOAD • B 0 • ~a TYPICAL ROOM TYPE -CONFERENCE RO~ ~ NO SCALE §] ROOM GONTROLLE' 0-10V DIMMING "a" DIMMABLE LOAD "b" ! ) I JJIMMABLE LOAD f-------1 LIGHTING n CIRCUIT---0 O>--' NEU "c." I HO I I I DIMMABLE LOAD f---_. TYPICAL ROOM TYPE -LAB NO SCALE • 0 0 ' ~ at,c, ~ 4 I + El J a@~ + I + +§]J @]- at,c, §I + + 5 •12 GA. HANGER l"llRE TIED TO LIGHTING FIXTURE Y'IIRE 5\JPPORT HOLES. FASTEN TO BLDG STRUCTURE Y'IITH 1/4" x 2 1/2" LONG 5C,REl"I EYE OR EQUAL. PROVIDE MINIMUM (4) Y'IIRES PER FIXTURE. LIGHTING FlmRE NOTE: 1. Y'IHERE FIXTURES ARE INSTALLED IN HEAVY-DUTY TYPE LAY-IN CEILINGS AND THE TOTAL Y'IEIGHT Of THE FIXTURE 15 LESS THAN 56 LEIS. REDUCE THE QUANTITY OF HANGER Y'IIRES TO (2) SLAC,K l"llRE5 AT DIA60NAL CORNERS. 2. REFERENCE ARCHITECTURAL PLANS A552 FOR ADDITIONAL CEILING ANCHORAGE REQUIREMENTS. LIGHT FIXTURE Y'IIRE 5\JPPORT HOLE (TYPIC,ALJ EXPOSED T-BAR CEILING SYSTEM (SIMILAR FOR "HARD" TYPE C,EILINGJ CEILING SYSTEM 'l-1AIN" RUNNER PROVIDE (4) C.EILING TO FIXTURE HOLD DOY'IN C,LIPS PER FIXTURE. CEILING SYSTEM "MAIN" RUNNER LED FIXTURE SEISMIC RESTRAINT DETAIL NO SCALE u SYMBOL LENGEND f{§] Y'IALL MOUNTED MANUAL ON AND OFF 5Y'IITGH •4B" U.O.N. f{§] DT Y'IALL MOUNTED DUAL TECH OC,C,UPANC,Y SENSOR l"llTH MANUAL ON AND OFF 4B" U.O.N. + CEILING MOUNTED OCCUPANCY 5E:N50R /DUAL TECHNOLOGY Y'IITH EXTENDED RANGE:) [fil Y'IALL MOUNTED OCCUPANCY SENSOR /DUAL TEGHJ •B4" U.O.N. E] SINGLE CIRCUIT ROOM CONTROLLER FOR ROOMS Y'IITH ONE DIMMING ZONE. 0 SINGLE CIRCUIT ROOM CONTROLLER FOR ROOMS Y'IITH TYIIO DIMMING ZONES. §j SINGLE C,IRCUIT ROOM CONTROLLER FOR ROOMS Y'IITH THREE DIMMING ZONES. §j DAYLIGHT 5EN50R f{§J K MANUAL ON AND OFF KEY 5Y'IITCH f{§] a MAIN ENTRY MANUAL ON AND OFF Y'IITH DIMMER FOR ZONE: 'a' f{§Jeb MAIN ENTRY MANUAL ON AND OFF Y'IITH DIMMER FOR ZONE 'a'f"b" f{§] ax MAIN ENTRY MANUAL ON AND OFF Y'IITH DIMMER FOR ZONE 'a'4'b'4'c.' f-@axd MAIN ENTRY MANUAL ON AND OFF Y'IITH DIMMER FOR ZONE: 'a'4'b'4'c.'4'd' GENERAL NOTES 1. 2. :3 . 4. REFERENC.E 5PEC.IFIC.ATION 5EC.TION 260q2:3 DIGITAL LIGHTING CONTROL SYSTEM FOR ADDITIONAL SGOFE: OF Y'IORK. ITEMS §',11 1""01 l""•I TO BE Y'IALL MOUNTED ABOVE THE ROOM ENTRY DOOR. ABOVE THE CEILING IN ALL ROOMS l"llTH T-BAR CEILINGS. ITEMS 1""111""011""•1 TO BE LOCATED Y'IITHIN A .24" X .24" RECESSED ENCLOSURE Y'IITH HINGED LOC,KING COYER LOCATED ABOVE THE ROOM ENTRY DOOR IN ALL ROOMS Y'IITH INAGGE55IBLE CEILINGS. 5. ALL 0-10V VIURING AND CAT 5E: Y'IIRING MAY BE: INSTALLED AS OPEN Y'IIRE Y'IHE:RE ABOVE ACCESSIBLE CEILINGS. Y'IHE:RE ABOVE INAGCE55IBLE OR EXPOSED CEILINGS IT SHALL BE INSTALLED IN CONDUIT. + Y'IHERE CEILING HEIGHT EXCEED 11'-0" OR ROOM HAS EXPOSED CEILING PROVIDE [fil TYPE SENSOR MOUNTED ON Y'IALL IN PLAGE OF CEILING SENSOR. 6 1 E2.:l AGENCY APPROVAL MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION X:'-'""_Q_-~~ P.O. BOX 1120 ~-t:AELJ ~"1 VISTA, CA *1 WI~ l*I 92085-1120 C1? I I u>).._ ~~e6i1iw4 # (760) 941-4647 ::!I'~ o<f. . . !c p, c~'' www.m11<arch1tecture.com CONSULTANT: PROJECT NAME: TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENT! PROJECT ADDRESS: 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 ~~~~AL ROOM LIGHTING CONTROL DIAGRAMS u @ I 3 4 5 REVISIONS: MARK I DATE I DESCRIPTION 6 t:,,,. t:,,,. t:,,,. t:,,,. 6,. DATE: MARCH 21, 2022 REV NO: CON. DOC. PROJECT NO: 2021-07.02 CAD DWG FILE: DRAWN BY: CHK'D BY: Author Checker fl~fESS/o • • • COPYRIGHT: .fl ~ ~~~· LILTING ENGINEERS, INC. SHEET TITLE: g[ No. E 147B1 l!l 1 ~ Exp. 6-30-2023 : '2212)42 1 ~£CTR\C~ ~OF'Cl,.I ' 9/1/2<!>22 Power I Lighting I Multimedia Communications I Data Networking 12875 Brookprinter Place, Suite 300 Poway, CA 92064 P 858.679.4030 I F 858.513.0559 www.jce-inc.com 6 LIGHTING DETAILS SHEET NO: E2.3 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 4 4 o f 5 0 1 A B C D E 1 2 2 Corridor 3 ' ·,.. • •, ,I • I"" , ·•~,.,-• ;·,• ,,· •,•, '., ,.:• .: :,~,"'_',: •,",' ,. ',: l '., " 11 , • r. a :-" '_, : •• ·' ,., '•.:,, _. • '. •:•• ,. -.. -, •:.:':·,_-•'·, ;-'• • ' ,.'., I • , • • ,--• • ,, . . .-. : I I ,' •• '; ' ~ ,., -. , , . '" ' ' -_, : : '.: ' ' ' . : ' . ,. ·: .. , ' ' ·-.... ",' :-,"; ' .. •, I ' J ,: •• ,. '; ' ·, ', ' ' • , •, " . ,. ·: '\ ,. -, . }, . . -,. . ·-. l- 4 ,. ~--·, . . ~ .- . . . . -; I • _. • , _. ,_ S ___.:;,-:·, -; \. } : '• , -, ~ ._-.. ·-: ,-• ~' •' .. ·-.,- © '~·:11 ' ' . :··--, , .. -·_,••-•;, :·, \_. ·-· . -·. ·:' . : -·, • ! ' ,_ •: ' • • • ~ • ,_ • ,. , . -, -~ . -. -, , , Suders an's \j SBDCConference ·' ... -._, __ ~)."\:::.• ;·,· : .. ·· .. '.,',_--•; ., ... :-. ' . . . . , ... , -· . ' . . ' 1_ Wendy's Office Offi e Room , ·.>::~ -·., , .. :.: , : : ·.: -',-,. ~ ., ' ' . . . • • ' • > • ' • ,. ·- ·: . ... ·-.-... ~ . .. . .. ~ ... I a I 7 I 2 I .... , .. :';(.. -·· •;. __ ~n· .. -.. . \ .. . , ,-·-~, ,-,•·· .-.• _ ..... _ ·••' :.·· .. -· •. • ,•-: ·,!• 1-", -, _,. ;:l,.. ~-. _-,,, ,-t- • ,[ '•• • .•" ••,' :•;. : ' {, /-._•' ,•,••• ,.•, ,r ~-••: ;, • ., "• ,:, •;7~ •••, •, "'<• -,, , .-• ' •,, • J ' ' !' • ,. .' l • '• • ' ••., < • ' ,. ' ' .'• '•., ,, , I •' • , •• -'·' ' -... ' •• • •-· ~ - ' _•, ,• • : • , • \ , ! ,_, .. •;, , . -,, -.. . - , -· . ,, --G .,, J:. ---,• •• .,, ,. ,. ---, ~ • orn or ', "•-.. , -. -: . ... . ----+---' !• ••• _, • -.1'' ·• ·· · A CS Reception ,_.... , :", ,_ , . : · :, . -.-•. • . ---,+--~ ------~ /• . .. . . , . ' ~ · --. I 1 I .. . : -: .. .. -. i ---- GFI -----+---J ◊◊ Br~w Te1h ~ab -~, ¢pLCD I I I 9 i ' ' ' ' ' Fl :,"~1~F1 ,, 11::-7-:-i I"-" ' ' ' ' :,,~··F"FI I , - ' '-----J c---T---i'n, I I lr:GFI (~) l ' I "' ':1'~~ ,.,_ ....... I ,_. ~•- r-::---,'i:', :c;--,_____J r ~) ... --,,,. Joe's! Office SBDC Clients --, ~,~, 1 22 l~) Men --... ,. ' 1 21(0,i \ I ... --,,,. SBDC Rile. 23 Corridor Ill D c,;:-,---------1 '/ ' I CSWorkir~m 27 lt I ' " • I \ \,_1---------1 u I Corridor IE ' r, , ;, I • ' • , ·-,•.,,. ·.-i -,, :•--. -, ·-. .. .-.--. -· ._·, -,~ .• ' • ' ' ,-'->'· ~ . , , ' •. ;.;,liii!lli":'' ., .. '., . ' .. •·, ' :.-. \· . ' ._:-; ' -. ' -. , . ; ' . ' . ' -· -'< •;' ' ', • . : . ·. -,_ .. • , .... •; , . ~ . - -. -,-.... --: -, .... • }', . ' . . . , .. ' ' . ·-{ ,, --. . . . ,--, ._. ·. .,. ' .... ; ~ -. .. ·,. ' ·-. - ' -• • ·; ' -. -:. ••• -• t .",)c:;:,: __ :;,'.i':_ .'-:·•_ c:.: .;: m· ,· ... . -t·. ·._ , .•. :. ,.,. ,-._ .. -. -,-~-.. ,, ';, ,• '• . , . ,. -_, fl • , • : I •• • '•' • ';•• \ \ •• , I ' • • • • • • ·-.~ .. •·'•';.·,_ -~-; . .,, ___ ._ .~ .-_, ., •;. -• .. -' ·-.. ,-.- , '. I • • • •' • ' ' ! ,•, • -, • ' \'l\•' II • L------- ~ ~nda's Office I 28 .. ' . ' ' ' , . . -. . ' -~ ·-. ' '; ... '.: . , .. ' ' -. ·,• ' -. . . . .. . ' ., • •-• ' •• • 'r ; '_, . ,, ., : _. ..... -.. . ., ' .. -... •, .~ .. ·.-.. •, .-. • ·-! • : ' • .-.: • ••• 1 • • IJ I, ',-• .-' :_ · .... -·: -: -_. .. -~ , ... ·-· , ... _ • • < ' ' ' . ' . , -~ -~ .. . _: -: . ~ .. ' . . -,, .. ', --·, ., ' ' .. . ' ·-,. ~ . ~m Corridor 111Kristen's ~~ 1<o'ri's Offic1 6 V IF 24 I I 25 I ,. . .. _. : -... -,. '. •:.·; ~-·. ~ .. -: . ·.· ::~--~ 5 ~ ~ • -~ ! ., _...-::;;.---' . · .. ·. : ', -.~' ::;.,---: -... _ ,! ,- " ' . ·,• . . . . . ' :; ,, •; ' . ..-. ' -. _., ' ' . ., :. . ,, '\ Corridor ,•:• • •I,,, ,~•,•• •• ,, .~ •: •,., ., -' '; ~ .-.. --_, ,' . ·.-. ' -~ ,_ ~ -.. , ..,. ,:"':_ ', _;. ,. / :,-:. :-• ·:. " :. • . i .} • . .-'.:·-·· • -·, ... : ;:_::. -,• ,:' :. ::. : _,, ·, :· >~·-. ·:: -~ ... :;: .: G ID ~ •, _., ,_ ,.,,. -, .•:. '-· .: . --' -... :·,•., . •-,_ •;,•,.•·'•:..-,,,: •l•r·•,•~•, C c:== J:912 l .. . . ' ' " " '. -__,,.-------,• .. • ·, :·' •': -:· :.":•.·.:•:., .. \·,.::..------ Weldin 53 "• :, -. .. = .... ·-,_:_. '. :: , -·--· ~ ..: ,• . '. . ' ,-, ... ,'. _•, , ·~ ~ • -~. ., • -"I Additional Lab 102 Computer Lab ~ Machinist Room 1 104 Elrctronics Room 107 ·, • ~ !' : -l • • ., )-'' -\ ..... , .. ,-~-· ., • \-•• ,-_ ' -, • ~ ,-, ', i Christine's Office 29 [ ~'Fl'f 11 ( n lGuest Office ,~f!:lilJJf,i -II M I 30 ~~ . . Mac;hinist Sig.' ~ ~ -rtl M h1mstff9J 44 I , I '"ti ~~ I _ .. ,,1 .. ~~.i .. ., / I a:, l) Machinist Room 2 2 Corridor _ _ j 1 ,. 1 106 1 , 11 GuRsl Lab CJ 4' (2) 3"C. Lowvontage -,~ 5, t (EX) 1 iectrical [ '---4!t -r---- Storage Large Electronics Lab Pj°'NS-'l"l1' 100 'i: I 12~ s"c PLa 'V'l:2' ,-------' C4KStorage ---1---zis--1 l I I 101 C Calandra's Office r-------.. ' ' 45 , k ',I -~' ... --,, Storage 47 ' ' ' , .. __________ ,. Corridor K Kitchen & Staff Lounge 42 ,--------, ' . ' . : . ,--------, ' . ' . : . ' ' ' , ..: '. ·~-'. ' .... , , .. -. ·u·· .-' '. u· -, t-. . ; . , ' -. ,--. ... -• . ' ~ - , -. 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I • • - - , .. .. •. -~ ,. • . • • -•. -L.' • • ,_ • - ' -.. • ' .,. • • • ' " ' -', • • • .. -',. • ' ' o;--·-::'J.·,-~·.11 ,.•·1 •• >-1-•,',-· .. -··-,,., •:~·--. ..,. ... ,#· ,-, •• :•·,_.-'• ,._,. ~---,~-.L-• < '• ., i\~'. • • ., • ! ,-, • > .-~ '• ,' •• • ; l ' -,. • -. • : ' < _-,' ., i , . • .• ,~ • • ' ' ' .-'' .-. ' . ' --· .-' '.. . ' . . --.. ' ' .. _.' . ,, . . ,. ' ., '•/' ' " ~ " -• -' ' • ;: -., ,. I • • • • ,, :• • ' • • '~ ~ • • -• • -• .! :.~. -:",'_, ....... ·.-.; (EXJ" .. Al!J."· •-,.~.·-•• -:,,,, ' ·--A·', •; .-,_ .-'• ,.,• • .. .::,::. ·,• '; , , , •, . :, I• '," \·' -,-,r-< I~, ... ~•;,cC::,__.,_,_c'._:•c•:'.'~:,-c..~a•C'_':C"C':•_:·,:_,,_.,_.,c_-'-f'----" ' . ',-.. ~-::.:~ ,.! _,. ~.· ·,. -·~-_.-.. , . .-, , ; : • ~:r.cr.1ao~r-. . , - -. , . .. -,, ~\. .-,-, -•, ,• . ,-, .... , ... 'M5B' ., . , ' 2 3 eJ File Room 40 105 Guest Office 39 tudant Canter 41 :tudy Room #: 38 4 .udyRoom#1 37 H -31 Kris's Office 32 Mike's Office 33 IDF Room 35 Student Lounge 36 Security Room 34 5 A B H I 6 <5>ENERAL NOTES, 1. Rl:Fl:Rl:NCI: ARCHIT!:C,TIJRAL INTI:RIOR 1:Ll:VATION5 FOR EXACT LOCATION OF ALL V'lALL MOUNTE'D POV<IER DEVICES l"IHERE INDICA TE'D AT MOUNTING HEIGHTS OTHER THAN + 18". 2. NUMBERS ADJACENT TO EACH POV'll:R DEVICE INDICATES THE CIRCUIT NUMBER TO l"lHICH THE DEVICE 15 TO BE CONNECTE'D. 9. CIRCUIT HOMERlJN5 ARE INDICATE'D TO 5HOV'l THE LOCATION AND NUMBER OF CIRCUITS TO BE GROJPED TOGETHER. 4. PROVIDE MINIMUM 5/4" CONDUIT AND •12 CIRCUIT CONDUCTORS AS REQUIRED TO CONNECT EACH POV<IER DEVICI: TO THl:IR INDICATE'D CIRCUIT (U.O.N.). 5. FIELD VERIFY EXACT ROJTIN<5> LOCATION FOR CONCl:ALED CONDUITS AND RECEPTACLES PRIOR TO ROUGH-IN. 6. Rl:Fl:R TO 5Hl:1:T l:~.1 ONE LINE DIAGRAM FOR ADDmONAL CONDUIT AND CONDUCTOR Rl:QUIREMl:NT5. KEYNOTES, CD Fll:LD VERIFY !:><ACT LOCATION PRIOR TO ROJGH-IN. 0 2 •12 (HOT), 1 •10 (NEUTRAL), 1 •12 (<5,ND), 5/4"C. ® 5 •12 (HOT). 1 #10 (Nl:UTRALJ. 1 •12 (GNDJ. 5/4"C. 0 4 •12 (HOT), 2 •10 (NEIJTRALJ. 1 •12 (GND). 9/4"C. AGENCY APPROVAL MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION X:'-'"".Q.-~~ P.O. BOX 1120 ~-t:AELJ ~"1 VISTA, CA *1 WI~ l*I 92085-1120 C17 I 1 u>).._ ~~e6i1iw4 # (760) 941-4647 ::!J<~ o<f-• • !c p, c~'' www.m;1<arch1tecture.com CONSULTANT: PROJECT NAME: TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENT! PROJECT ADDRESS: 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 REVISIONS: MARK I DATE I DESCRIPTION 6 t:,,,. t:,,,' t:,,,' t:,,,' !:,,, ' DATE, MARCH 21 2022 • PROJECT NO: CAD DWG FILE, DRAWN BY: CHK'D BY: REV NO: CON. DOC. 2021-07.02 Author Checker fl~fESS/o • • • COPYRIGHT: .fl ~ ~~~· ULTING ENGINEERS, INC. SHEET TITLE: g[ No. E 147B1 l!l 1 ~ Exp. 6-30-2023 : '2212)42 I ~£C1R\C~ ~OF'CA.1 ' 9/1/2<!>22 Power I Lighting I Multimedia Communications I Data Networking 12875 Brookprinter Place, Suite 300 Poway, CA 92064 P 858.679.4030 I F 858.513.0559 www.jce-inc.com 6 NEW WORK FLOOR PLAN - POWER SHEET NO: E3.1 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 4 5 o f 5 0 1 2 A B C D E 1 2 3 4 120V, 20A ~CEPTAC.LE @ +1'-6" ,----------[ill --n I II ~I • • I 11 11 I I • • I : I 1.5 !<.VA 20e-2so VOLT 1PH I / ~~~ BUC.I<. BOOST TRANSFORMER 120V, 20A RECEPTACLE @ +1'-6" S/ 4" PL YV'IOOD I Fl~RATED I I I I I I I I I L _______ _ ~ ,,----t---bO AMP / 2-POLE FUSED I I I I I DISCONNECT ~ITCH --------_J "1ELDING ~C.EPTACLE 1.1 1.1 120V, 20A RBCEPTACLE FINISHED FLOOR WELDING BOOTH DEVICE AND EQUIPMENT INSTALLATION DETAIL NO SCALE " 3 4 r 1 ....., '<S.2 ./ STANDARD GLIAD GANG LEFT SIDE I 5 \ •• •• •• •• / / - r--STANDARD SINGLE GANG OPENING RIGHT SIDE STANDARD DUAL GANG OPENING INTERIOR VIEl"I FROM ABOVE EDGING ------.,_ TOP OF FLOOR BOX COVER MUST BE FLUSH i"IITH SUBFLOOR 12-1/2" LEFT 9" 6 NOTES, 1. PROVIDE FSR INC.. MODEL FL-SOOP FLOOR BOX 4" DEEP. SEE FLOOR PLAN FOR FLOOR BOX PLACEMENT. 2. FIELD VERIFY EDGING THICl<NESS PRIOR TO INSTALLATION. 10-1/2" I I ...--;-ACCESS COVER DOOR FLOOR BOX COVER PLATE r,t-----l_lCABLE EXIT OPENING AGENCY APPROVAL MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION X:'-'""_Q_-~~ P.O. BOX 1120 ~-t:AELJ ~--'1 VISTA, CA *1 WI~ l*I 92085-1120 C17 I 1 ·"'"" ~~p 6i1iw4 # (760) 941-4647 ::!I'~ o<f. . . !c p, c~'' www.m11<arch1tecture.com CONSULTANT: SIDE I I• I ~· ,-112·1' --+-RIGHT SIDE 4-1/B" 0 SIDE VIEW TYPICAL FLOOR BOX NO SCALE I 5 PLAN VIEW " 1-1/4"C.. SEE FLOOR PLAN FOR EXACT GLIANTITY. @ PROJECT NAME: TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENT! PROJECT ADDRESS: 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 REVISIONS: MARK I DATE I DESCRIPTION 6 t:,,,. t:,,,. t:,,,. t:,,,. 6,' DATE: MARCH 21, 2022 REV NO: CON. DOC. PROJECT NO: 2021-07.02 CAD DWG FILE: DRAWN BY: CHK'D BY: Author Checker fl~fESS/o • • • COPYRIGHT: 'fl ~ ~~~· ULTING ENGINEERS, INC. SHEET TITLE: g[ No. E 147B1 l!l 1 ~ Exp. 6-30-2023 : '2212)42 1 ~£CTR\C~ ~OF"Cl,.I • 9/1/212)22 Power I Lighting I Multimedia Communications I Data Networking 12875 Brookprinter Place, Suite 300 Poway, CA 92064 P 858.679.4030 I F 858.513.0559 www.jce-inc.com 6 POWER DETAILS SHEET NO: E3.2 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 4 6 o f 5 0 1 2 3 4 5 BACKBOX AND RING LEGEND TECHNOLOGY SYMBOL LEGEND BACKBOX TYPE DESCRIPTION SYMBOL DESCRIPTION FACE PLATE CONDUIT/ & RING RACEWAY 'B1' 4 11/16" square 2 1/B" deep box with single gang ring, 4 11/16" square 2 1/B" deep box with dual gang ring. Single port data outlet, +1B" A.F.F. Type 'Bl' Type 'Af1.' Type '1-5' 'B2' ~ (U.O.N.) '89' 4" square 1 1/2" deep box with single gang ring. A Single gang box, 2 1/B" deep. Single port data outlet for classroom Type 'Bl' Type 'Af1.' Type '1-5' 'B4' ~~ style wall phone, +42>" A.F.F. (U.O.N.) '85' 4-11/16" Square 5" deep box with dual gang ring. Dual port data outlet, +1B" A.F.F. (U.O.N.) Type 'Bl' Type 'Af1.' Type '1-5' '86' SUf1.FACE MOI/NT QUICK POf1.T BOX ~2P Triple port data outlet, +1B" A,F,F. Type 'Bl' Type 'Af1.' Type '1-5' ~3P (U.O.N.) 'C,1' Provided by 2110 oo contractor. 'CS' Provided l:>y 21 20 oo wntrac;tor. Quad port data outlet, +1B" A.F.F. Type 'Bl' Type 'Af1.' Type '1-5' ~4P (U.O.N.) 'C4' Provided l:>y 21 51 16 contractor. Provided l:>y 28 lS oo contractor. stand Alone 'Local Origination' Input Type 'B5' Type 'CS' Type '1 114-5' 'GS' 'P ~II Plate Location @ +18" AFF (U.O.N.) 'C-6' Provided l:>y 28 25 oo wntrac;tor. Local origination with dual port data Type 'Bl' (ON) Type 'Af1.' (ON) Type '1-5' (ON) 'P~ (0) and Type 'B5' (LO) Type 'CS' (LO) Type '11/ 4-5' (LO) single port voice (V) outlet, +18" A.F@ side ~ FACEPLATE LEGEND /U.O.N.I t,,i side. 5ame device as required on legend, same as required same as required same as required ~ mounted +6" above l:>acksplash (U.O.N.) for device for device for device TYPE DESCRIPTION Indicated on Indicated on Indicated on leaend. leaend. leaend. A& required to accommodate the numl:>er of ports designated. Dual port data outlet, mounted in Type 'Bl' Type 'Af1.' Type '1-5' 'Af1.' Q2P ceiling at projector location. Provide Box with Not required in Blank faceplate. Ceiling 5rid ac;cessible 'BP' LCD Hanaar. celllna. B Ceiling Mounted Projector Location. Type 'Bl' Type'CS'@ Type '1-5' ILCDI Provide Box with Not required in Ceiling 5rid ac;cessible 'G,1' Provided l:>y 2110 oo contractor. Hanaar. celllna. Provided l:>y 21 20 oo wntrac;tor. Ceiling Mounted Audio-Visual Type 'CS' Type 'CS' Type '5/ 4-5' 'C.9' @AV System Speaker. Not required in ac;cessible 'C4' Provided l:>y 21 51 16 contractor. cellina. Single port data outlet at wireless see ~ Type 'Cl' Not required in 'CS' Provided l:>y 28 lS 00 contractor. @0 ac.c.es-5 point location mounted in detail ac;cessible accessible ceiling !U.O.N.! ceiling. Provided l:>y xx xx xx contractor. 'C1' 0 Audio-Visual control Panel with single See Detail@ Type 'CS' Type '1-5' port data outlet @+48" AFF (U.O.N.!. No ~llplate ~ f1.efer to Drawing Details. 0 for Data 0 CONDUIT/ RACEWAY LEGEND TYPE DESCRIPTION COMMUNICATION/ SECURITY SYMBOL LEGEND 5/4" conduit stubbed from l:>ox Into ac;cesslble ceiling space, unless detailed othenwlse on drawings. 'S/4-5' BACKBOX CONDUIT/ 1" conduit stubbed from box into accessible ceiling space, unless detailed othenwise on drawings. SYMBOL DESCRIPTION & RING FACE PLATE RACEWAY '1-5' 1 1/4" wnduit stubbed from box into accessible ceiling spac;e, unless detailed otherwise on drawings. Direct Phone Trunk outlet, +18" A.F.F. Type 'BS' Type 'Cl' Type '5/ 4-5' '11/4-5' TFM (U.O.N.) Clock wall mounted at, +B'-<7 A.F.F Not required. Not required. Not required. ~~ (U.O.NJ. (~ indicates wireguard) security keypad wall mounted at +48" Type 'B2' Type 'C5' Type '5/ 4-5' C ~ A.F.F (U.O.N.) Height per detail 1/El.O sec;urity motion sensor ceiling mounted. Type 'BS' Type 'CS' Type '5/4-5' Ill Not Required in Accessible Uilina. security motion sensor wall mounted at Type 'BS' Type 'C5' Type '5/ 4-5' ~ 6" l:>elow ceiling, or +10'-0" A.F.F. /U.O.NJ whichever is lower. conduit sleeve through wall, al:>ove Not @ Not required. (1) S"C. for E J access il:>le required. ~-open ceiling. low voltage wirina. conduit sleeve through wall, above Not @ Not required. (1) Conduit for 2"C, accessible ceiling. required ~-open low voltage E . J wirinia, size as indicated. conduit sleeve through wall, al:>ove Not @ Not required. Multiple conduits E (2) 2"C.J accessible ceiling. required. ~-for open low voltage wiring, size and quantity as Ind lcated. 1 conduit stul:>l:>ed al:>ove accessil:>le Not required. Not required. 1" conduit for ceiling. open low voltage wiring. ,,79 conduit stul:>l:>ed above accessible Not required. Not required. (1) wnduit for ceiling. open low voltage wiring. size as indicated. D (2)~ conduit stul:>l:>ed al:>ove accessil:>le Not required. Not required. conduit for open ceiling. low voltage wiring. size and quantity as indicated. E 1 2 3 4 5 6 5ENERAL NOTES: 1. ALL CONDUITS ~Hlc.H ARE f1.EG!.Jlf1.ED AS A PAf1.T OF SYSTEMS SPECIFIED F0f1. COMMUNICATIONS, TELEPHONE, INTEf1.COM, CLOCI< FIRE ALAf1.M, 5ECUf1.ITY, 50IJND 5YSTEM5, DATA N~KIN5, Of1. AUDIO-VISUAL 5YSTEM5 5HALL BE FUf1.Nl5HED AND INSTALLED BY THE ELECTf1.ICAL CONTf1.ACTOf1.. 1.1 THE ELECTf1.ICAL CONTf1.ACTOf1. 5HALL COOf1.DINATE ALL CONDUIT f1.EQUlf1.EMENT5 ~ITH EAc.H SYSTEM SUPPLIER Pf1.I0f1. TO BID TO DETERMINE SPECIAL CONDUIT SYSTEM f1.EQUIf1.EMENT5. 1.2 THE ELECTf1.ICAL CONTf1.ACTOf1. SHALL Pf1.0VIDE CONDUIT 5LEEVE5 F0f1. ALL OPEN CABLE INSTALLATIONS THf1.0U5H RATED ~LL5, BLOCK ~LL5 AND ffiERE SHO~ ON THE ~IN55. Pf1.0VIDE CONDUIT Ff1.0M EAc.H BUILDING> MAIN TERMINATION CABINET Of1. BACKBOAf1.D TO THE NEAREST ACCESSIBLE CEILING> FOf1. ACCESS INTO ALL ELECTf1.ICAL Of1. COMMUNICATIONS f1.00M5, 1.5 ALL CONDUIT, BOXES, AND f1.IN55 SHALL BE FURNISHED AND INSTALLED BY ELEC Tf1.ICAL CONTf<AC TOf1.. 1.4 ALL BLANK PLA TE5 SHALL BE FUf1.Nl5HED AND INSTALLED BY ELECTRICAL CONTf1.ACTOf1.. (UNLESS OTHEF<l'il5E NOTED) 1.5 ALL CONDUITS 5HALL BE FURNISHED ~rTH PULL 5Tf1.IN55 BY ELECTf1.ICAL CONTf1.ACTOf1., COMMUNICATION CONTf1.ACTOf1. TO Pf1.0VIDE POLYAf1.IMIO PULL TAPE l"IITH NE~ CABLING> INTO ALL CONDUITS BEmEEN BUILDIN55. SEE SPECIFICATIONS FOf1. REQIJlf1.EMENTS. 1.6 CONTf1.ACTOf1. TO f1.EVIEJl'I Af1.CHITECTUf1.AL CEILING> PLANS TO DETERMINE LOCATIONS OF ACCESSIBLE CEILIN55 Pf1.I0f1. TO BID. 1.1 (211000) NUMBEf1.5 INDICATE MATCHING> SPECIFICATION SECTION RESPONSIBLE FOf1. THIS ~K. 2. IN ADDITTON TO THE ABOVE f1.EQUlf1.EMENT5, THE FOLLOY'llN5 f1.EQ1Jlf1.EMENT5 SHALL APPLY TO ALL DATA.VOICE, PA5IN5, AUDIO-VISUAL, SECURITY AND CLOCK CONDUITS: 2.1 FLEXIBLE METAL CONDUIT MAY BE USEiDNLY~HERE f1.EQ1Jlf1.ED AT BUILDING> SEISMIC AND/Of< EXPANSION JOINTS. 2.2ALL UNDEf1.5f1.0UND CONDUITS SHALL BE Pf1.0VIDED ~ITH MINIMUM 24" RADIUS ELBOl"6. 2.SNO LEN5TH OF CONDUIT SHALL BE INSTALLED TO EXCEED 150 FEET BET~ PULL BOXES, Of1. POINTS OF CONNECTION, UNLESS ffiERE SPECIFICALLY DETAILED ON THE Df1.AY'llN55. 2.4NO LEN5TH OF CONDUIT SHALL BE INSTALLED TO EXCEED mo qo DE5f1.EE BENDS BETY'IEEN PULL BOXES, Of1. POINTS OF CONNECTION, UNLESS ffiERE SPECIFICALLY DETAILED ON THE ~IN55. KEYNOTES: 0 JUNCTION BOXES FOf1. VOICE/DATA AND AUDIO-VISUAL CONNECTIONS MUST BE 5EPAf1.A TE. AUDIO-VISUAL JUNCTION BOX Of1. BOXES SHALL BE FURNISHED AS SHO~N IN THE D~IN5 DETAILS. Pf1.0VIDE (1) Of1. (2) TYPE 'B2' FEf1. DETAILS. 0 DATA CABLING> AND FACEPLATE FOf1. SYMBOL FURNISHED AND INSTALLED BY 211000 CONTf1.ACTOf1.. ® FLAT PANEL DETAIL f1.EFEf1.ENCED FOf1. J-BOX HEI5HT5 AND LOCATIONS ONLY. DO NOT Pf1.0VIDE FLAT PANEL MOUNT. 0 IP ADDf1.E55ABLE 5PEAKEf1. BACKBOX AND DEVICE TO BE FURNISHED AND INSTALLED BY 211000 CONTf1.ACTOf1.. ® IP ADDf1.E55ABLE 5PEAKEf1. Of1. HOf1.N BACKBOX AND DEVICE TO BE FURNISHED BY 211000 CONTf1.ACTOf1.. BACKBOX TO BE INSTALLED BY THE DIVISION 26 CONTf1.ACTOf1.. ---JDHNBDN ~ 'l~fE:SS/o~ ••••• ••••• -•• CONSUL TING ENGINEERS, INC. ~,@'GOES~~\ jiff' ~ lie Power I Lighting I Multimedia No. E 147B1 Ya Communications I Data Networking * Exp. 6-30-2023 * ~ <Z£Cral~"° 12875 Brookprinter Place, Suite 300 ,f~OF'CI/. Poway, CA 92064 P 858.679.4030 I F 858.513.0559 '22,:!142 8/2/2<2>22 www.jce-inc.com 6 ENCY APPROVAL - M JK ARC• MICH APR '?f_l) _f. " -. o" ' ~MICHAEL, *~ ,s, No.~ ~ EXP. 0 TECTURE L J. KANTARCHITECT ESSIONAL CORPORATION ,P.O. BOX 1120 ,ANl--'1 VISTA, CA f/JI l*I 92085-1120 I I Mv <160) 941-4641 ~.,. - OF C~-:f'!f/' www.rnjkarchitecture.com CONSULT 'ANT: PROJEI NAME: TE~ CA INS TEI IMF HNICAL REER TITUTE - ANT ROVEMENT! PROJEC' 2075 DRl\j CAR 9201 ADDRESS: LAS PALMAS E LSBAD, CA, 1 REVISIONS S: MARK DATE DE ESCRIPTION 6 6 6 6 6 6 DATE: MARCH , 21, 2022 REV NO: CON. DOC. 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RE:FE:RE:NCE: ARCHITE:CTUl<.AL INTE:RIOR E:LE:VATION5 FOR EXACT LOCATION OF ALL V'IALL MOUNTW DE:VICE:5. 2. RE:FE:RE:NC.E: E:4 AND E:B 5E:Rll:5 5HE:E:T5 FOR TYPICAL CONDUIT AND BACl<BOX INSTALLATION DE:TAIL5. 9. RE:FE:RE:NCE: E:4 51::RIE:5 5HE:E:T5 FOR TYPICAL COMMUNICATION 5Y5TE:M5 RI5E:R DIAGRAM. 4. RE:FE:RE:NC.E: RI5E:R DIAGRAMS FOR TYPIC.AL CONDUIT 512!:5 AND ROUTINGS. KEY NOTES, (D 9/4"C, TO BUILDING COMMUNICATIONS CABINE:T. @ 1"C.. TO BUILDING COMMUNIC.ATION5 C.ABINE:T. @ 1 1/4"C. TO BUILDING COMMUNICATIONS CABINET. G) 9/4"C. TO BUILDING 'IDF' LOCATION. ® 1"C. TO BUILDING 'IDF' LOCATION. @ 1 1/4"C.. TO BUILDING 'IDF' LOC.ATION. AGENCY APPROVAL MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION f'.-Z::L J KAN"''"' VISTA, CA a"""-"--Rc~,~ P.O. BOX 1120 l~ 1,,1,!PI• 92085-1120 .. ~ .. ~~op 6i7i~4 #" (760) 941-4647 ~~ 01-'. .. !: op C.1~~/i-www.m1karch1tecture.com CONSULTANT: PROJECT NAME: TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENT! PROJECT ADDRESS: 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 REVISIONS: MARK I DATE I DESCRIPTION t:,,_ t:,,_ t:,,_ t:,,_ t:,,_ t:,,_ DATE: MARCH 21, 2022 REV NO, CON. DOC . PROJECT NO, 2021-07.02 CAD DWG FILE: DRAWN BY, Author CHK'D BY: Checker COPYRIGHT,© r----:~~§~;::~---:::.::;--=-;;:;;:;;~;;;;;~~ C 2022 MJK ARCHITECTURE • •• JDHN ~FESS/o ••••• BDN V GOES :•:;• CONSULTING ENGINEERS, INC. SHEET TITLE: R. "'~"'"' i;;;;~ -------NEW WORK I ~ No. E 14781 ~ \ Power I Ligh1ing I Mul1imedia * Exp. s-30-2023 * Communications I Data Networking FLOOR PLAN ~II'~ %:ra1c~" 12875 Brookprinter Place, Suite 300 COM MLJ NI CATIONS ~'tQ:-c/1 Poway, CA 92064 SHEET NO: p 858.679.4030 I F 858~13.0559 E4 1 www.Jce-1nc.com ■ "22,Z,42 ~/2€>22 6 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 4 8 o f 5 0 A B C D E 1 iwoM, CEX> IDE ______ 7 'IDF-3& ____ -----,----..... ...aa ...... 1234!5671i1911DII! 11110001i100111111111119 I t ···-· FIBER PATCH GORD (TYF.) -~fl ~ == r:tl CATEGORY-& PATCH GABLE (TYP.) L ____ _ 0ifl • ----------------~ -- UTP GABLES TO OUTLETS AS REQUIRED SEE TYPICAL OUTLET CONNECTIONS. Om 0 2 GENERAL NOTES: 1. UNLESS OTHERV'IISE NOTED ALL ITEMS ARE TO BE FURNISHED AND INSTALLED BY 211000 CONTRACTOR. 2 · ALL CONDUITS, POV'IER OUTLETS AND GROUNDING CONNECTIONS, BACKBOARDS TO BE PROVIDED BY ELECTRICAL CONTRACTOR. :l. 4. REFERENCE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, AND FLOOR PLANS FOR ADDITIONAL OOUIPMENT ITEMS REQUIRED, AND THE:IR LOCATIONS. V'IHERE OPEN CONDUCTORS ARE INSTALLE:D ABOVE ACCESSIBLE CEILINGS, ALL CONDUCTORS SHALL BE NEATLY BUNDLED TOGETHER AND SUPPORTED FROM ROOF STRUCTURE. V'IHERE BUNDLED V'IITH OTHER COMMUNICATION SYSTEMS, IDENTIFYING TAGS SHALL BE PROVIDED TO IDENTIFY THESE C.ONDUC.TORS FROM S. OTHER SYSTEMS. CONTRACTOR TO COORDINATE GIIJANTITY, SIZE: AND LOCATION OF CONDUIT SLEEVES THRU RATED V'IALLS Y'llTH ELECTRIC.AL CONTRACTOR PRIOR TO BID. ELECTRIC.AL CONTRACTOR SHALL PROVIDE CONDUIT SLEEVES AND FIRE PENETRATION SEAL AFTER GABLES ARE INSTALLED. KEY NOTES: 0 DISTRICT FURNISHED AND INSTALLED. 212000 CONTRACTOR TO FIRE STOP SLEEVES AFTER GABLE HAS BEEN INSTALLED. LOV'I VOLTAGE GABLES CONDUIT CONNECTOR V'IITH BUSHINGS ELECTRICAL CONDUIT 3 .,..-.i:;,::, "· .. r.1 >:> ''/\i i/}}•}:1 ~:t, ··(:~n-1 tr{;/:/ :-):_: :s:': .,_-:\t'./:A ;'.;~J:;:I\'i ·-:::?/ ;~::_,\ 1;·.t:;;_: ;;-j:,; •: ,,,. \:? _}:·/ [;-'., ..... _.._.:_,_:1 .-··~{'":,·.j ~i~t; !·::·,:_\{?: ,·,·~ '.-. 'J . i ~· .• },;\f ·;:::~{: NOTE: 4 GYPBOARD 1 HOUR OR 2 HOUR FIRE RATED PARTITION ELECTRIC.AL CONTRACTOR TO FIRESTOP PENETRATION AFTER INSTALLATION OF SLEEVE. "FLAMESAFE" FS"OO SERIES FIRESTOP COMPOUND MINIMUM 1" DEEP TO C.OMPL Y Y'llTH (U.L. STANDARD 141"1) (ASTM E:814) (U.L. SYSTEM NO. :2:lb) ALL CONDUIT PENETRATIONS THRU FIRE RATED PARTITIONS SHALL COMPLY V'IITH THIS DETAIL SEE ARCHITECTURAL PLANS FOR LOCATION OF ALL FIRE RATED PARTITIONS. ALL SLEEVES SHALL HAVE CONNECTORS AND BUSHINGS ON BOTH ENDS. CERAMIC. FIBER DAMING MATERIAL, NELSON OR HILTI FIRE STOPPING MATERIALS. NOTE: 1. EACH IDF SHALL BE NUMBERED TO MATCH THE BUILDING NAME (IDF-A or IDF-100, FOR BUILDINGS V'IITH MULTIPLE IDF'S (IDF-A1, A.2 or IDF-100A, 1009) 5 2. NUMBER TO MATCH MANUFACTURER'S PREPRINTED NUMBERS 1-4B ON FATGH PANEL 9. BOTH ROOM NUMBER AND PATCH PANEL PORT ASSIGNMENT MUST BE SHOl"IN ON PATCH PANEL. 6 GENERAL NOTES: 1. ALL IDENTIFICATIONS SHALL BE MACHINE MADE, NO HAND V'IRITTEN LABELS, SEE SPECIFICATIONS. VERIFY IN V'IRITING ALL ROOM IDENTIFICATIONS V'IITH ARCHITECT PRIOR TO MAKING ANY LABELS. 2· ALL LABELING FORMATS ARE SUBJECT TO APPROVAL BY THE DISTRICT IT DEPARTMENT. CONTRACTOR MUST CONFIRM ALL LABELING FORMATS PRIOR TO INSTALLATION OF ANY LABELS AND MUST HAVE V'IRITTEN AFROVAL. PERMANENT LABEL INSTALLED UNDER PLASTIC IDENTIFICATION V'IINDOV'I. TYPICAL V'IALLPLA TE FATC.H PANEL I.D. TO MATCH WU'liflltwl ·•-m•-w IP IDF• -PATCH PANEL PORT# -PORT (see Note •1J (see Note •2J GABLE I.D. AT EACH END TO MATC.H V'IALLPLATE I.D. El gg El El g -"" ROOM NUMBER. ----------~ PATC.H PANEL PORT I.D. NUMBER MUST BE SILKSC.REENED ON FACE OF PANEL BY MANUFACTURER V'IHEN ALL PORTS ARE FROM SAME ROOM, I.D. C.AN BE AS INDICATED. PROVIDE PATCH PANEL I.D. MINIMUM 1/2' HIGH LETTERING 0 &[i"'j][? ------11 A 1 0 QQQQQQ QQQQQQ QQQ PORT le.ON (NOT REQUIRED) PORT INSERT (COLOR TO MATC.H FACEPLATE) NOTE: VIDEO SURVEILLANCE AND IP PAGING C.ATEGORY-6 GABLES MUST BE TERMINATED ON SEPARATE PATCH PANELS. LABEL PATCH PANELS ACGORDINGL Y. 4FQ ~4P VOICE/DAT A SLEEVE TYPICAL PATCH PANEL NO SCALE @ PENETRATION THRU FIRE RATED PARTITIONS ( 2 ) TYPICAL DATA NETWORKING LABELING REQUIREMENT NO SCALE E42 NO SCALE IF ACCESSIBLE CEILING IS GREATER THAN 4'-0", CATEGORY S SUPPORT RINGS SHALL BE HUNG FROM SUPPORT V'IIRES PROVIDED BY THE 211000 CONTRACTOR. 3 E42 -PROVIDE VELCRO TIE -PROVIDE REAR GABLE 48" MAX PROVIDE DUAL SIDED FRONT /BACK VERTICAL GABLE MINDERS ON EAC.H SIDE PROVIDE V'IHITE MIC.ARTA NAMEPLATE V'IITH MINIMUM 1/2 BLAC.K LETTERING TO IDENTI EACH RACK SECTION. PROVIDE VERTICAL GABLE MINDERS ON EACH SIDE PROVIDE 1U HIGH HORIZONTAL GABLE MINDER ABOVE AND BELOV'I EACH PATC.H PANEL ... ...L, • - -0 0 . - ~ ;/ =" 0 .,,..,. ' D "" 0 ~~ =-• . \\ . I . 0 0 ,~ '" •~ "' .. , m [@@QQF : I 0 0 ' . \__ PATCH PANEL TOP VIEV'I ELEVATION IDF-A I 0 . I. ~ . I. : II : 0 0 0 0 .,. ,. ,. '" '" . ., Q@QQF ~ ---.. --~ .. -.. .. @i@illp , '~=;~:r -~ ... ,, ,~ '" ,~ l~I . I. ~ . I. 0 I : 0 0 0 0 0 TYPICAL IDF /MDF LABELING AND CABLE SUPPORT DETAIL NO SCALE 'LING FORMATS ALL LAB MUST BE THE DIS DEPARM INSTALLA. ~EDBY <.IGTIT :NT PRIOR TO TION OF LABELS. COLORED IN FACEPLATE PROVIDI OUTLETS REFER T, DETAIL ,.) @ FORGO (TYP.) I _QR DEFINITION I PERMANENT LABEL INSTALLED V'IALL~ I IDF -1:300 A1 A.2 FACEPLA □ □ / □ l AS A4 I IDF -1:300 ,.L • - - 0 . - "= ·O ·o ~ = _, V'IHE:RE TV'IO IDF SECTIONS ARE MOUNTED SIDE BY SIDE, PROVIDE DOUBLE V'IIDE VERTICAL GABLE MINDER OR INDIVIDUAL SECTION FOR EACH IDF RACK. /" 4 ...... -.f-42~ _.,.,..,,.,.---CONDUIT _,,-BRING GABLE JACKET / TO REAR OF MODULAR /I JACK ---- PERMANENT LABEL ADHERED TO GABLE V'IITHIN 1" OF TERMINATION DO NOT EXCEED BEND RADIUS IN CONDUIT OR SURFACE BOX. NO MORE THAN !:>" OF GABLE IN BOX. ROOF STRUCTURE "\., • 12" MAX ACCESSIBLE CEILING ~ ___ _ ------ PROVIDE PLASTIC. BUSHING ON CONDUIT END. STUB CONDUIT TO NEAREST ACCESSIBLE CEILING AREA. 4e,"MAX PROVIDE CATEGORY b GABLE SUPPORT RINGS FASTENED TO ROOF STRUCTURE SPACED @ 4B" (MAX.). PROVIDE 10'-0" SERVICE LOOP FOR ALL DATA NETV'IORKING GABLES. SEE DETAIL o1t1--11---------c.ONDUIT C.ONC.EALED IN V'IALL. DATA/AV SYSTEM BACKBOX SEE FLOOR PLANS FOR TYPE, SIZE AND LOCATION. NOTES: •1 REFERENCE CONTRACT DOCUMENTS FOR V'IHICH SYSTEMS, AND IN V'IHAT AREAS OPEN V'IIRE INSTALLATIONS ARE PERMITTED. •2 SECURITY SYSTEMS CONTRACT MUST INSTALL THEIR OV'IN SUPPORT SYSTEM, SEPARATE FROM THE VOICE/DATA GABLING SUPPORT SYSTEM. SEE FLOOR PLANS FOR SIZE:. COMMUNICATIONS SYSTEM OPEN WIRE/CONDUIT STUB TYPICAL DETAIL & NO SCALE J-HOOK SUPPORTS VELG~ TIE V'IRAP GABLE SADDLE (SEE NOTE •:2) le>" MIN-24" MAX. 1-4 GABLES DET-P33 E42 :24" MIN-:lb" MAX. S OR MORE GABLES "\., • J-HOOKOR GABLE SADDLES ATTACH TO V'IIRES (TYF.) @ PATC.H CORDS SEE SPEGIFIC.ATIONS FOR (BLUE) '\. QUANTITIES (TYF.) (GREEN) (V'IHITE) --tl==l===t:, ' I (I /YELLOJl'IJ PATC.H PANEL COLORED INSERTS (TYP.) __J (BLAC.K) -="'<e==='P ~~~f ;; 1~12pl4pl 1 I 2~ cS 1 I I l 1· • • • yJ AV "J AF y---\._ e)p ~p ~F ;,_;~ ALL VOIC.E PORT ALL DATA AND AUDIO VISUAL INSERTS COLOR PORT INSERTS COLOR !BLUE) (V'IHITE) ALL V'IAP PORT ALL IP INSERTS C.OLOR PAGE/C.I.OGK (GREEN) INSERTS COLOR /BLAGI<) ALL VOIC.E /DATA/ IF PAGE/ V'IIRELESS / CAMERA DROPS BY 211000 CONTRACTOR. TYPICAL CABLE/INSERT COLOR SCHEME DETAIL NO SCALE C yJ ALL IP C.AME:RA INSE:RTS COLOR (YELLOV'I) e E42 AGENCY APPROVAL MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION X:'-'""_Q_-~~ P.O. BOX 1120 ~-t:AELJ ~--'1 VISTA, CA *1 WI~ l*I 92085-1120 C1? I I u>).._ ~~e6i1iw4 # (760) 941-4647 ::!J--~ o<f. . . !c p, c~'' www.rn;1<arch1tecture.com CONSULTANT: PROJECT NAME: TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENT! PROJECT ADDRESS: 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 REVISIONS: MARK I DATE I DESCRIPTION 6 t:,,,. t:,,,. t:,,,. t:,,,. 6,. DATE: MARCH 21, 2022 REV NO: CON. DOC. PROJECT NO: CAD DWG FILE: DRAWN BY: CHK'D BY: 2021-07.02 Author Checker FRONT VIEV'I ~--------PROVIDE C.AT-6 AND CAT-bA INSERTS TO MATCH THE TYPE OF GABLE INSTALLED. SIDE VIEV'I NOTE: 1. ALL SERVICE LOOPS SHALL BE FORMED IN FIGURE e, GONFIGURA TION I fl~fESS/o • • • COPYRIGHT: .fl ~ ~~~-ULTING ENGINEERS, INC. SHEET TITLE: TYPICAL FACEPLATE LABELING DETAIL 6 NO SCALE E42 1 2 3 2. SADDLE SHALL BE SIZE:D TO HOLD QUANTITY OF GABLES ROOUIRED PER MANUFACTURE REG. TYPICAL SERVICE LOOP NO SCALE 4 G;0 5 g[ No. E 147B1 l!l 1 ~ Exp. 6-30-2023 : '2212)42 1 ~£CTR\C~ ~OF'Cl,.I ' 9/1/2<!>22 Power I Lighting I Multimedia Communications I Data Networking 12875 Brookprinter Place, Suite 300 Poway, CA 92064 P 858.679.4030 I F 858.513.0559 www.jce-inc.com 6 COMMUNICATION DETAILS SHEET NO: E4.2 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 4 9 o f 5 0 A B C D E 1 2 -0 -0) (!) 3 4 0 -0 ~ -••• '•·,'·"•' ,· •• ~......... .. •• }'-. .,•11 ': :. /Ai ,'" i ~ ·, .,, '·,• '• ., •·• ·• .,_._.,.. ~•,., ; •. • t , , I· Q • •• ~,. ,-, ~-. , , u .' _,, , • ,. t , • 1 "::--· .. :--·::.-· , ..... .,,.,,--• ~ -·.: ••; .. •;'' ,: •' '-,• ,._, .. :-• . , . . -. -. '\ -(:) 5 FIRE ALARM SYSTEM: DEFERREI:> APPROVAL FIRE ALARM CONTRACTOR 5HALL BE RE5PON5IBLE FOR INSTALLING A COMPLETE AND OPERABLE FIRE ALARM 5Y5TEM. FIRE ALARM 5Y5TEM 5HALL BE A5 PER APPLICABLE CODES. FIRE ALARM CONTRACTOR 5HALL SUBMIT FOR REVIEY'I A COMPLETE FIRE ALARM 5Y5TEM DESIGN, INCLUDING DEVIGE5, LAYOUT, BATTERY GALGULATION5, Y'IIRING AND CONDUIT, VOLTAGE DROP GALGULATION5 AND OEITAIN APPROVAL FROM THE LOCAL AUTHORITY HAVING JURl5DIGTION, PRIOR TO INSTALLATION. 6 GENERAL NOTES, 1. REFERENCE ARGHITEGTUR.AL INTERIOR ELEVATIONS FOR EXACT LOCATION OF ALL r.ALL MOUNTED DEVIGE5. 2. UNLE55 OTHER!"lI5E NOTED SOLID LINE5 BETY'IEEN DEVIGE5 5HALL BE 1" E.M.T. ROUTED CONGEALED AllOVE GE:ILING5 OR IN r.ALL5. DASHED LINE5 INDICATE 1" P.V.G. UNDERGROUND CONDUIT. ALL Y'IIRING TO BE PROVIDED PER MANUFACTURER 5HOP Df<A!'IING5. KEYNOTES, CD 1t•• ·-_ ~ ·-,,-, ___ ,_.:···; • .. :, ·'. , .! I ' ~ l ,. • ' . •• •I • :• ' • • •, -., , _ , I'.,' .! 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' ,;-,.~~ .. · ''•1-•,_·, TY'IO ANALOG TELEPHONE LINE TO PHONE 5ERVIGE BACKBOARD. 51 q FIRE ALARM 5YMBOL5 LEGEND, MANUAL PULL 5TATION MOUNTED B~EE:N 4::!" TO 4B" A.F.F. TO HIGHEST POINT OF OPERATING HANDLE OR LEVER OF DEVICE. r.ALL MOUNTED FLASHING LIGHT 5TR06E MOUNTED +00"-~b" A.F.F. OR b" BELOY'I CEILING TO BOTTOM OF DEVICE Y'IHIGHEVER 15 LOY'IER. ENTIRE LEN5 MU5T 6E Y'IITHIN THE +B0"-~b" DIMENSION. (15 • 5TR06E CANDELA RATING) (51 • SIGNAL GIRGUIT IDENTIFICATION) • ,. • ·• ; ';. II '•,• • -, • •.- ,:) ,!: ,-,•:,,. -,~ CS ""FFF i,.,,+,,,"F"Filrif'. 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J: un?f1ce "1-::©r I \ V: FIRE ALARM MONITORING NOTE: 1. AUTOMATIC FIRE ALARM 5Y5TEM5 5HALL TRANSMIT THE ALARM, SUPERVISORY AND TROUBLE 5IGNAL5 TO AN APPROVED 5UPERVl5ING STATION A5 REGliJIRED BY NFPA 12 A5 AMENDED BY GFG 5EGTION '101. THE 5UPERVl5ING STATION 5HALL BE LISTED A5 EITHER UUFX OR UUJ5 BY UNDERY'IRITER5 LA60RATORY OR 5HALL MEET THE REGIUIREMENT5 OF FACTORY MUTUAL RESEARCH APPROVAL STANDARD 5011. 5UPERVl5I0N OF 5Y5TEM AND LEASED TELEPHONE LINE5 5HALL BE: ARRANGED BY OY'INER. FIRE ALARM GENERAL REQUIREMENTS: ( G) 16 l's •I . A j's •11 IL]< 1& I lt«I l=«I l=«I I [ II ~M,_t~~=1g. • • I lY I~ /-' /-' i:: >-< >-< ,.. Mf c~in~t5i0 f f 1111 l M I ~;etr~Ro1m >-< " / ruVst~ao ~ I 1. THE COMPLETE j~TION 5HALL BE REVIEY'IED AND APPROVED BY THE AE!OVE LOCAL f:IAN0FA(:;TOREF<§, ~NTATIVE. 5EE 5PEGIFIGATION5 (:21; 50 00), FOR ADDITIONAL CONTRACTOR GVAblFIGATION5 AND REGliJIREMENT5. ~ " "-!.~ (H) / J_ ~ ~-----F=fi!I ~ IE -&.- -·· 1¥<1 tx1=«1 1=«1 lf1~ • @ • I I ,vr [QI • M M / j-... 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UNLE:55 OTHER!"lI5E NOTED SOLID LINE5 13ETY'IEEN DEVIGE5 5HALL BE 3/ 4" E.M .T. ROUTED CONGEALED AEIOVE GEILING5 OR IN l'IALL5. DASHED LINE5 INDICATE 3/4" P.V.G. UNDERGROUND CONDUIT. ALL Y'IIRING TYPES AND GliJANITITES 5HOY'IN ARE FOR INFORMATION ONLY. THE CONTRACTOR 5HALL PROVIDE ALL V'IIRING A5 REGll.llRED TO MAKE A FULLY OPERATIONAL 5Y5TEM. 5HOP Df<A!'IING5 AND OR A5-£UILT DOGUMENT5 5HALL INDIGA TE ALL Y'IIRING PROVIDED. 3. THE AUDIBILITY OF FIRE ALARM Y'IAl<NING DEVIGE5 5HALL BE AUDIBLE THROUGH THE OGGUPANGY V'IITH A MINIMAL SOUND LEVEL 15 dl:>'5 OVER THE AMBIENT NOISE LEVEL. ADD ADDITIONAL DEVIGE5 A5 REGIUIRED. 4. UPON COMPLETION OF THE IN5TAUATION OF THE FIRE ALARM 5Y5TEM, A REAGGEPTANGE TE5T OF THE ENTIRE 5Y5TEM 5HALL BE PERFORMED IN THE PRESENCE OF THE ENFORCING AGENCY AND IN AGGORDANGE Y'IITH 5PEGIFIGATION5 (2B 50 00). THE Security RoomCONTRACTOR 5HALL FURNISH db METERS AND ALL OTHER EQUIPMENT TO PERFORM ~ I 34 I THESE TE5T5. 5. ALL CONDUIT PENETRATIONS THROUGH FIRE RATED PARTITIONS 5HALL PREVENT THE PASSAGE OF HEAT, 5MOKE AND FIRE GA5E5. ALL PENETRATIONS 5HALL COMPLY ll'IITH U.L. ASSEMBLY V'IL-1001. REFER TO THROUGH-PENETRATION FIRESTOP DETAIL ON THE DETAIL 5HEET. ":_!..~;:' •• ".•;:,-,}; .. • ... '·' •• :.,;,·~~·-•. !;!-';.~ ;.·-~·•r . ..:~: .. ~.:,_·J-r' •-~--• .,,, ••. , .? 1."' • '!'', A ~/-1.'.;· " I 1 1 ·••:_!, ,-',~•~": •{ ._, • ._, ~• • o';. I I I I I I .,· .• ,•~ ... •.-•,.•· , ..... II I I I T ""II --r I~ T" !~·t~~.::~h>~: .. (:;':J,~~<t· 1 rr 1 41 v1,.:u.1. 1 35 1 JX. ,i: -b. ALL OPERA TING HAADl'IAl<E AT INITIATING DEVIGE5 5HALL NOT REGIUIRE TIGHT GRASPING, PINCHING OR Tll'II~ OF THE Y'IRl5T, AND THE FORGE REGIUIRED TO OPERATE 5HALL BE LE55 THAN 5 POJJ ff) -~ .,.. .... •~~,.•,,,~·•,;,.,, I 47 I ·• .,.,, i:r. ( H) II I I Low Voltage 50 I I D_ I .. :,1,-_;-, .;:.~ .,... ... )>.• ','.•· ~ ·• •<cv:.--. •• ... ~-...;< ~,~,;·,= '(:, ;:: -0 0 •;:.,,'.,,.:: .. ll l~I I I I I l~I I I I 1; ... 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'•• •,~••' J',: ,1 _') I •, · -.~-:.::.:_:_., __ !.l• · -..• _ ·· .. _., . ~ --'·-· .. }-.. ---:-=-----=-· ~ : ·' .,-~-;-=7 ·.-.-·-':': ·: • " ~--t---il--II 11 I I I 111--+--+---.II _ ¥, • .. •: .. ., ,. .. • .1 , • • , •• • ·• , ,, • · • • ·: • • • ·~ • ..: ·• •• · .••• II • • " J, • :-'~ .. t ... -,' - • .-, , • • ·, •• • -,! ,. ', ·• .~ .• -•,;,,·· ~~~·_.-,,,I! ·~ -.. , .,. ··-~ .l...J:.. 1-\: d"]....J....J. I -,, ,. 'y.'1.8' '" ~ ,,, ~-I n..,., I -.. - J I .l. l ' - ~ 11 0 AGENCY APPROVAL MJK ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION X:'-'""_Q_-~~ P.O. BOX 1120 ~-t:AELJ ~"1 VISTA, CA *1 WI~ l*I 92085-1120 C1? I I u>).._ ~~e6i1iw4 # (760) 941-4647 ::!I'-~ o<f. . . !c p, c~'' www.m11<archrtecture.com CONSULTANT: PROJECT NAME: TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENT! PROJECT ADDRESS: 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 REVISIONS: MARK I DATE I DESCRIPTION 6 t:,,,. t:,,,. t:,,,. t:,,,. 6, . DATE, MARCH 21 2022 ' PROJECT NO: CAD DWG FILE, DRAWN BY: CHK'D BY: REV NO: CON. DOC. 2021-07.02 Author Checker © 0 © I fl~fESS/o • • • COPYRIGHT: 'fl ~ ~~~, ULTING ENGINEERS, INC. SHEET TITLE: ( 1 ( 3 ( 5 ( 7 e:: :al 1 2 3 4 5 g[ No. E 147B1 l!l 1 ~ Exp. 6-30-2023 : '2212)42 1 ~£CTR\C~ ~OF'Cl,.I ' 9/1/2<!>22 Power I Lighting I Multimedia Communications I Data Networking 12875 Brookprinter Place, Suite 300 Poway, CA 92064 P 858.679.4030 I F 858.513.0559 www.jce-inc.com 6 NEW WORK FLOOR PLAN - FIRE ALARM SHEET NO: E5.1 Ma y 9 , 2 0 2 3 It e m # 6 P a g e 5 0 o f 5 0 A B C D E 1 GENERAL NOTES, 1. 2. 5. A FAULT C.URRENT AND TIME C.URRENT STUDY MUST BE PROVIDED A5 DESc.RIBED IN THE SPEc.lFIC.ATIONS PRIOR TO FINAL APPROVAL OF THE POV'IER EQUIPMENT. UNLESS N-tERE OTHERJ'IIISE NOTED. ALL J/'IORK INDIC.ATED ON THESE D~INGS SftALL BE C.ONSIDERED NEY'! J/'IORK. ALL ELECTRIC.AL GEAR AND EQUIPMENT SHOl'lN ON ONE-LINE DIAGRAM SHALL BE NEMA 5R UNLESS OTHERJ'IIISE NOTED. 600V FEEDER SCHEDULE GENERAL NOTES, 1. ALL c.ONDUC.TOR SHALL BE PROVIDED Y'IITH 'TYPE THY'IN-2 INSULATION. REFERENC.E SPEC.IFIC.ATION SEc.TION 2f> 05 1q (1f>1.20) FOR ADDITIONAL REQUIREMENTS. 2. PROVIDE f>O DEGREE c.OFPER/AL.LIMINUM RATED TERMINATION FOR ALL FEEDERS SIZED Y'IITH •.2 OR SMALLER C.ONDUC.TORS. PROVIDE 15 DEGREE C.OPPER/ALUMINUM RATED TERMINATIONS FOR ALL FEEDERS 51ZED Y'IITH •1 OR LARGER c.ONDUC.TOR5. 5. c.ONTRAc.TOR SHALL BE RESPONSIBLE FOR ORDERING LUG c.ONFIGURATION AN ALL EQUIPMENT, BREAKER OF DISC.ONNEC.T5 TO MATC.H FEEDER c.ONFIGURATIONS INDIC.ATED. 4. Y'IHERE MULTIPLE C.ONDUIT QUANTITIES ARE INDIC.ATED, C.ONDUC.TOR QUANTITIES AND SIZES SHOY'IN IN 5C.HEDULE SHALL BE PROVIDED IN EAc.H c.ONDUIT. ELEC.TRIC.AL ONE-LINE DIAGRAM NO SC.ALE 1 2 EXISTING 4000AMP 1.20/20!l VOLT, 5PH, 4Y'I MAIN SY'IITC.HBOARD 'MSB' 3 ,------7--------------7--------------------7 I I fGii'I I I I PULL SEC.TION I -A I I i ------r---:~>---~~d/5P __ : ____ l___________ i I I =1= I ) bOO I I I : I 'SF I I ct-----!J I I _ __1._ ______ _1 ___ --:T::--_____ _]_ ___________________ _]_~ L --------------T---------------(EX) (.2) 4"C.. --------J I PROVIDE NEY'! c.ONDUC.TORS IN _:_ EAc.H C.ONDUIT, 4 "550, 1 •1 GND. <f, (.2) SETS OF, 5"C.. 4 •550, 1 •1 GND. PANEL '~1' /f>OOAMP 4 (2) SETS OF: 3"C.. 4 "550, 1 #1 GND. PANEL 'Y'l2' /f>OOAMP PROVIDE (1) f>OOA/3P BREAKER IN EXISTING SPACE. @ RESERVED FOR PANEL 5GHEDULE5 2 3 4 5 4 5 6 AGENCY APPROVAL MJK -------- ARCHITECTURE MICHAEL J. KANTARCHITECT A PROFESSIONAL CORPORATION ~_Q_-~~ P.O. BOX 1120 ,}'MICHAEL J. KANi--' 1 VISTA, CA *I W I,~!*! 92085-1120 ·"'-"" ~~e6i1iw4 # (760) 941-4647 ::!I'~ o<f. . . !c p, c~'' www.m11<arch1tecture.com CONSULTANT: PROJECT NAME: TECHNICAL CAREER INSTITUTE - TENANT IMPROVEMENT! PROJECT ADDRESS: 2075 LAS PALMAS DRIVE CARLSBAD, CA, 92011 REVISIONS: MARK I DATE I DESCRIPTION 6 t:,,,. t:,,,. t:,,,. t:,,,. 6,. DATE: MARCH 21, 2022 REV NO: CON. DOC. PROJECT NO: 2021-07.02 CAD DWG FILE: DRAWN BY: Author CHK'D BY: Checker COPYRIGHT:© ,--~~~~;;::::-----:::.:~:-:;;;:;:;;:;;;;;;:;i C 2022 MJK ARCHITECTURE 'l~fESS/o :i ::i JDHNBDN SHEETTITLE: 0 ~'<>-GO'<J;~ ■ ■■ CONSULTINGENGINEERS,INC. QNE LINE DIAGRAM ~ ~ \ Power I Lighting I Multimedia * ~o.~3~~23 * Communications I Data Networking & PAN EL ~<I>~ <Z£Cra1c~" 12875 Brookprinter Place, Suite 300 SCHEDULES ~~OF'C#/. Poway, CA 92064 SHEET NO p 858.679.4030 I F ~58~13.0559 E 9 1 www.Jce-1nc.com ■ '2212)42 9/1/2<!>22 6