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2022-09-06 Item 01 - Pacific View MEETING DATE: September 6, 2022 PREPARED BY: Jennifer Campbell, Assistant City Manager DEPT. DIRECTOR: Pamela Antil DEPARTMENT: City Manager CITY MANAGER: Pamela Antil SUBJECT: Approve the Plans and Specifications for the Pacific View Site Project and Authorize Construction Bids. RECOMMENDED ACTIONS: It is recommended that City Council take the following actions: 1. Approve the plans (Attachment 1) and specifications for the Pacific View Site project. 2. Authorize the advertisement of the Pacific View Site project for constructions bids. 3. Adopt Resolution No. 2022-97 titled, “A Resolution of the City Council of the City of Encinitas Approving the Design and Plans for Improvements to the Pacific View Site Project, Pursuant to Government Code Section 830.6” (Attachment 2). STRATEGIC PLAN: This project aligns with the Community Planning vision of the Strategic Plan by maintaining safe and livable communities through well-maintained infrastructure and facilities. FISCAL CONSIDERATIONS: There is no fiscal impact associated with recommended actions to approve the plans and authorize advertisement. Staff will return to City Council with bid results, and a recommendation to fund and award a construction contract in October. The estimated cost of the construction contract is $5,300,000. Funding is available in the adopted Fiscal Year 2022-23 budget in project number CF20D. The other project costs not included in the construction contract estimate is the construction contract contingency, furniture, fixtures and equipment, utility company fees, and construction management and inspection services. Staff is working on estimates for these additional costs. BACKGROUND: On August 10, 2015, a Rehabilitation & Re-Use study was completed by Westberg+White for the Pacific View Site. Because the report was almost six years old, the City hired Jeff Katz Architecture (JKA) in May 2021, to provide the City with an updated assessment report for the Pacific View Site. The report included an assessment of the existing conditions, proposed 2022-09-06 Special Meeting Item #01 Page 1 of 105 layouts for reconstruction, pros and cons for the proposed layouts, costs for the proposed layouts, and a summary of the work to be performed. In May of 2021, JKA and project engineers conducted a comprehensive building assessment of the facility. A spreadsheet of identified deficiencies, recommended repairs/improvements, and anticipated costs was created as a tool to facilitate decision making for the site. The report assessed the existing conditions of the buildings and parking lot. The report proposed four layout options for demolition and reconstruction of the existing buildings as well as an overview of the work to be performed. A list of pros and cons and costs was developed for each proposed layout option. The report concluded with a summary of the work to be performed. On December 8, 2021, the assessment report for the Pacific View Site was presented to City Council. City Council directed staff to explore further options for the site improvements based on Council discussion and comments. On February 16, 2022, City Council discussed the permitted land uses for the Pacific View Site. City Council directed staff to provide a proposal and timeline for a cultural arts center relying on the permitted uses and using the existing buildings. On April 27, 2022, City Council authorized the City Manager to execute Amendment No. 1 to the Agreement for Design Professional Services and any necessary task orders, time extensions, or use of the contingency funds with Jeff Katz Architecture in an amount not to exceed $476,500 plus a 10 percent contingency for a project total not to exceed amount of $524,150. ANALYSIS: Design is complete on the Pacific View Site project. The site and building improvements include: replacing existing roofing, electrical panels, wiring, restrooms, light fixtures, ceilings, glass, doors, frames, finishes, and new fire sprinkler service and structural upgrades to the building. California Government Code section 830.6 provides a statutory defense to public entities by providing design immunity against claims arising out of an alleged design defect. In order to take advantage of the design immunity defense, the plan or design requires discretionary approval prior to construction by the legislative body, or other employee exercising discretionary authority, to give such approval. Staff is presenting the design and plans for the Council’s approval prior to soliciting construction bids on the project. The City Engineer has the technical background to review and oversee public works projects, and approves the design and plans, as prepared. Staff recommends that City Council approve the plans and specifications, authorize the advertisement for construction bids, and adopt Resolution No. 2022-97 for the Pacific View Site project. If these recommended actions are approved, bids will be advertised in September and the estimated award of construction is October 2022. ENVIRONMENTAL CONSIDERATIONS: The action being considered by the City Council is exempt from environmental review pursuant to the California Environmental Quality Act (CEQA) Guidelines Section 15301(a) which exempts interior or exterior alterations of existing public structures involving such things as interior partitions, plumbing, and electrical conveyance with negligible or no expansion of existing or former use. None of the exceptions listed in Section 15300.2 exist for the proposed project. 2022-09-06 Special Meeting Item #01 Page 2 of 105 This project is related to the City’s Climate Action Plan. The project will meet California’s Standard Title 24 Building Code requirements and will comply with the following CAP Measures and local building codes: • Measure BE-3: Higher Energy Efficiency Standards for Non-Residential Buildings (EMC 23.12.110) • Measure BE-4: Decarbonization of Non-Residential Buildings through All-Electric Design (EMC 23.12.080) ATTACHMENTS: 1. Plans for the Pacific View Site Project 2. Resolution No. 2022-97 titled, “A Resolution of the City Council of the City of Encinitas Approving the Design and Plans for Improvements to the Pacific View Site Project, Pursuant to Government Code Section 830.6” 2022-09-06 Special Meeting Item #01 Page 3 of 105 ATTACHMENT 2 RESOLUTION 2022-97 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ENCINITAS APPROVING THE DESIGN AND PLANS FOR IMPROVEMENTS TO THE PACIFIC VIEW SITE PROJECT, PURSUANT TO GOVERNMENT CODE SECTION 830.6 NOW, THEREFORE, the City Council of the City of Encinitas does resolve as follows: SECTION 1: The City Council finds and declares as follows: The City retained Jeff Katz Architecture (“Consultant”) as the design firm to design and prepare the plans and specifications for improvements to the Pacific View Site (“Project”). Consultant informed the City Engineer that the design and plans are complete and that construction of the Project may begin. The City Engineer or designee reviewed the completed design and plans for the Project and agrees that the design and plans are complete and the Project may be constructed. The City Council wishes to obtain the immunities set forth in Government Code section 830.6 with regard to the design, plans, and construction of the Project. SECTION 2: Design Immunity; Authorization. The design and plans for the Project are determined to be consistent with the City’s standards and is approved. The design and plan approval set forth in this Resolution occurred before actual work on the Project construction commenced. The approval granted by this Resolution conforms with the City’s General Plan. The City Engineer, or designee, is authorized to act on the City's behalf in approving any alterations or modifications of the design and plans approved by this Resolution. The approval and authorization granted by this Resolution is intended to avail the City of Encinitas of the immunities set forth in Government Code section 830.6. SECTION 3: The City Clerk shall certify as to the adoption of this Resolution. 2022-09-06 Special Meeting Item #01 Page 4 of 105 ATTACHMENT 2 PASSED, APPROVED AND ADOPTED this 6th day of September, 2022 by the City Council of the City of Encinitas, State of California. ______________________________ Catherine S. Blakespear, Mayor ATTEST: ______________________________ Kathy Hollywood, City Clerk APPROVED AS TO FORM: _____________________________ Tarquin Preziosi, City Attorney CERTIFICATION: I, Kathy Hollywood, City Clerk of the City of Encinitas, California, do hereby certify under penalty of perjury that the foregoing Resolution was duly adopted at a regular meeting of the City Council on the 6th day of September 2022 by the following vote: AYES: NOES: ABSENT: ABSTAIN: ______________________________ Kathy Hollywood, City Clerk 2022-09-06 Special Meeting Item #01 Page 5 of 105 RENDERING: Option 1 ViewMTL-2: Storefront Finish (MTL: 067 Champagne Metallic)Encinitas Pacific ViewRenovation exterior finishes - Option 1MTL-1:Gutters & Downspouts(MTL: 009 Plymouth Rock)S-1: (Oyster)ExteriorStucco ColorPT-4: (SW9171)ExteriorTrim PaintPT-8A: (SW9611)Super GraphicAccent PaintPT-8B: (SW6627)Super GraphicAccent PaintPT-6: (SW7048)ExteriorWindow PaintPM-2: Perforated Metal Canopy Panel(PM: Pulsar - Buffstone)PM 2PftdMtlC PlMTL-5:Metal Framed Awnings Over Classroom Doors (MTL: RAL 7022)Attachment 12022-09-06Special Meeting Item #01Page 6 of 105 LVT-1 & RB-2:&ODVVURRP 2SHQ2IÀFH)ORRULQJ(LVT: Leaf - Spear & RB: Welsh Castle)PT-1: (SW7008)InteriorField PaintPT-2: (SW7757)InteriorCeiling PaintPT-3A: (SW0017)RestroomAccent PaintPT-3A: (SW0040)2SHQ2IÀFHAccent PaintPT-4: (SW9171)HM Doors & Frames Paint2&O 22IÀ )OLWD-1: Wood Door Finish(WD: Walnut - Plain Sliced - Honey)PTC-1: Restroom Partition(PTC: Bradley - Sereno)CT-1: Restroom Wainscot Tile(CT: Colorwheel - Arctic White 4”x12”)WD 1WdDFiihCNC-1 & RB-1:Polished & Sealed Concrete Flooring(CNC: Standard Gray & RB: Pebble)FF-1: Operable Partition Vinyl Fabric (FF: Lennon Grass - Pumila)Encinitas Pacific ViewRenovationInterior finishes - Option 1PL-1: Casework Plastic Laminate(PL: Wilsonart - Uptown Walnut)QTZ-1: Overall Countertops(QTZ: Silestone - Blanco Maple )LVT 1 & RB22022-09-06Special Meeting Item #01Page 7 of 105 RENDERING: Option 2 ViewMTL-2: Storefront Finish(MTL: 069 Silver Shadow)Encinitas Pacific View Renovationexterior finishes - Option 2MTL-1:Gutters, Drip Edge & Down Spouts (MTL: RAL 6033)S-1: (Ivory)Exterior Stucco ColorPT-4: (SW9163)ExteriorTrim PaintPT-6: (SW7068)ExteriorWindow PaintPM-2: Perforated Metal Canopy Panel(PM: Marlin - Buffstone)PM 2PftdMtlC PlMTL-5:Metal Framed Awnings over Classroom Doors(MTL: RAL 7037)PT-8B: (SW6627)Super GraphicAccent PaintS-2: (Lonestar)Exterior AccentStucco ColorMTL1Gtt DiEd&D2022-09-06Special Meeting Item #01Page 8 of 105 LVT-1 & RB-2:&ODVVURRP 2SHQ2IÀFH)ORRULQJ(LVT: Leaf - Peltate & RB: Moonrock)PT-1: (SW7008)InteriorField PaintPT-2: (SW7757)InteriorCeiling PaintPT-3A: (SW0017)RestroomAccent PaintPT-3A: (SW0040)2SHQ2IÀFHAccent PaintPT-4: (SW9171)HM Doors & Frames Paint2&O 22IÀ )OLWD-1: Wood Door Finish(WD: Walnut - Plain Sliced - Honey)PTC-1: Restroom Partition(PTC: Bradley - Sereno)CT-1: Restroom Wainscot Tile(CT: Colorwheel - Arctic White 4”x12”)WD 1WdDFiihCNC-1 & RB-1:Polished & Sealed Concrete Flooring(CNC: Standard Gray & RB: Pebble)FF-1: Operable Partition Vinyl Fabric (FF: Lennon Grass - Oats)Encinitas Pacific View Renovationexterior finishes - Option 2PL-1: Casework Plastic Laminate(PL: Wilsonart - Uptown Walnut)QTZ-1: Overall Countertops(QTZ: Silestone - Blanco Maple )LVT 1 & RB22022-09-06Special Meeting Item #01Page 9 of 105 PARCEL: 258-151-22-00LEGAL DESCRIPTION: BLK 30*LOTS 9 THRU 12*ST&ALLEY CLSD&608 3RD STREETENCINITAS, CA 92024PROJECT ADDRESS:ASSESSOR'S PARCEL NO.OWNER:GOVERNING AGENCY:258-151-22-00CITY OF ENCINITASCITY OF ENCINITASGENERAL PLAN DESIGNATION:(D-P/SP) PUBLIC/SEMI-PUBLICSITE AREA:NUMBER OF STORIES:ALLOWABLE BUILDING HEIGHT:PARKING:GROSS SITE AREA: 122,839 S.F. (2.82 ACRES)STEEP SLOPE AREA: 8,712 S.F. (0.2 ACRES)NET SITE AREA: 114,127 S.F. (2.62 ACRES)160' - 0"Parking Required:Parking Provided:Public Parking:Public: 1 SPACE FOR EACH 3 PERSONS BASED ON TOTAL OCCUPANCY PERMITTED BY THE CITY'S ADOPTED BUILDING CODE180 OCCUPANTS/3= Accessible Parking Spaces:Standard Parking Spaces:Total:60045660ACTUAL BUILDING HEIGHT:16' - 0"SINGLE OCCUPANCY CALC PER 506.2.1 SINGLE OCCUPANCY - ONE-STORY BUILDINGS PER 506.2.1EQUATION 5-3Aa = >At (NS x If)@ B: Aa = >36,000 (9,000 x .67)@ = 42030 SFFRONTAGE INCREASE CALC PER 506.3MINIMUM FRONTAGE DISTANCE PER 506.3.2EQUATION 5-4 W = (L1 ; W1 L2 ; W2 L3 ; W3 L4 ; W4) / FW = (224 x 29 139 x 30 241 x 30 96 x 30)/ 700 L1 W1 L2 W2 L3 W3 L4 W4 L1L2 L3 L4W = (6,496 4,170 7,230 2,800)/70020,696W = 29.57AMOUNT OF INCREASE PER 506.3.3EQUATION 5-5 If= >F/P - 0.25@ W/30If= >700/751 - 0.25@ 29.57/30If= >.68@ >.98@If= 0.67CONSTRUCTION TYPE:VB - SPRINKLEREDZONING OVERLAYS:COASTAL ZONESPECIAL STUDYSPECIFIC PLANCDP REQUIRED ADDITIONS OVER 10SCOPE OF WORK:GOVERNING CODES:2019 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.2019 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.2019 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.2019 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.2019 PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.2019 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.2019 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 12, TITLE 24 C.C.R.2019 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.SITE AND BUILDING IMPROVEMENTS. REMOVE AND REPLACE E;ISTING ROOF, ELECTRICAL PANELS, SITE RETAINING WALLS, RESTROOMS, LIGHT FI;TURES, DOORS, FINISHES. NEW VEHICULAR STRIPING AND ACCESSIBLE PARKING SPACES. A.C. AND CONCRETE OVERLAY OVER E;ISTING HARDSCAPE. NEW FIRE SPRINKLER SERVICE.OCCUPANCY GROUP:B - TRAINING AND SKILL DEVELOPMENT NOT IN A SCHOOL OR ACADEMIC PROGRAM - PER CBC 304.1E;ISTING USE:PUBLIC ELEMENTARY SCHOOL - UNOCCUPIED. NO CHANGE TO OVERALL SQ. FT. ALLOWABLE BLDG AREA:ACTUAL BLDG AREA:B - OCCUPANCY 42,030 S.F.**NORTH CLASSROOMS: 6,000 S.F.**S1 = BUILDINGS A MA;IMUM OF ONE STORY ABOVE GRADE PLANE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH CBC SECTION 903.3.1.1SOUTH CLASSROOMS: 2,950 S.F.TOTAL BUILDING AREA: 12,806 S.F.USABLE AREA UNDER E;ISTING BUILDING CANOPY SHOWN ON A0.2: 3,344 S.F.PROPOSED USE:PUBLIC ARTS AND CULTURE TRAININGSETBACKS:FRONT SETBACK:20'-0"SIDE STREET SETBACK:20'-0"REAR SETBACK:10'-0"FLOOR AREA RATIO/LOT COVERAGE:GROSS FLOOR AREA: 12,294 S.F.GROSS SITE AREA: 122,839 S.F.TOTAL F.A.R.: 10USABLE AREA UNDER NEW BUILDING CANOPY SHOWN ON A0.2: 512 S.F.ARCHITECTUREJEFF KATZ ARCHITECTURE6353 Del Cerro BlvdSan Diego, CA 92120(619) 698-9177Contact: Jeff Kat], AIAMeff#Meffkat]architecture.comMECHANICAL PLUMBINGMcPARLANE & ASSOCIATES4830 Viewridge AvenueSan Diego, CA 92123(619) 277-9721Contact: Doug Issaks, P.E.dissaks#mcparlane.comELECTRICALELEN CONSULTING, INC.9150 Chesepeake Dr., Suite 120San Diego, CA 92123(619) 550-1085Contact: Anton Nathansonanathanson#elenconsulting.comCIVILDELANE ENGINEERING4909 MURPHY CANYON ROAD, SUITE 330SAN DIEGO, CA 92123(619) 787-5566Contact: John PrinceMprince#delanegroup.comSTRUCTURALORIE 2 ENGINEERING, INC.9750 Miramar Road, Suite 310San Diego, CA 92126(619) 335-7843Contact: Don Oriedorie#orie2.comA REGISTERED CALIFORNIA ARCHITECT, CIVIL OR STRUCTURAL ENGINEER SHALL OBSERVE THE WORK OF CONSTRUCTION AND SUBMIT AFFIDAVITS ATTESTING TO THE COMPLIANCE OF THE CONSTRUCTION WITH THE APPROVED CONTRACT DOCUMENTS.NOTE:PACIFIC VIEW SCHOOLPACIFIC VIEW SCHOOLTHE FOLLOWING WORK SHALL BE APPROVED AS A DEFFERRED SUBMITTAL AND IS NOT UNDER THIS REVIEW:- AUTOMATIC FIRE SPRINKLER SYSTEM- FIRE ALARM SYSTEMNOTE:+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: ProMect Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 _ www.Meffkat]architecture.comSHEET NUMBER:TITLE SHEET220401T-1HVJKRWPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024LEGAL DESCRIPTIONPRO-ECT DATAPRO-ECT TEAMVICINITY MAPLOCATION MAPPACIFIC VIEW SCHOOL RENOVATIONPHASE 1608 3RD STREET, ENCINITAS, CA 92024APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-2022■Approved With ConditionsApproved As SubmittedSAN DIEGUITO WATER DISTRICTPLANS APPROVED SUBJECT TO THE FOLLOWING:Plans are accepted for construction subject to the Rulesand Regulations of the San Dieguito Water District.Approval of this plan does not constitute a representationas to the accuracy of, the location of, or the existence ornon-existence of, any underground utility, pipe, or structurewithin the limits of this project. Approval applies to theplans as submitted and for the construction indicatedthereon. Construction approval is subject to finalinspection and acceptance.08/29/2022 11:28:32 AMC OlsonFire Lateral pipe material updated onSheet C4.0 (CL 305, DR-14)APPROVEDPLANNING DIVISION,fcarr8/29/2022APPROVEDENGINEERING DIVISION,mstrizic8/29/2022CITY OF ENCINITAS FIRE DEPARTMENTPLANS APPROVED SUBJECT TO THE FOLLOWING:Plans are accepted for construction subject to t herequirements of the Fire Code and Building Laws, of theCity of Encinitas, California. The Stamping of these plansand specifications SHALL NOT be held to permit or approvethe violation of any City, County, State, Federal Laws orother restrictions. Approval applies to plans as submittedand for construction indicated thereon. Constructionapproval is subject to final inspection and acceptance.■08/29/2022 4:29:45 PMApproved With ConditionsApproved As Submitted8/29/2022 4 29 4 P2022-09-06Special Meeting Item #01Page 10 of 105 GRIDDETAILBUILDING SECTIONWALL TYPEWINDOW TYPEDOOR NUMBERROOM NUMBERDATUM POINTCORNER GUARDFIRE EXTINGUISHERCONTINUOUS, UNOBSTRUCTED AND UNDIMINISHED PATH OF TRAVELROOM NAMEROOM NUMBERINTERIOR ELEVATIONCGFE123BUNKAT LEAST ONE PORTABLE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2A10BC SHALL BE PROVIDED WITHIN 75' MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR (CFC 906, UFC STANDARD 10-1, TITLE 19, SECT. 3.29). SEE PLANS FOR LOCATIONS.AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 4A2OBC SHALL BE PROVIDED OUTSIDE OF EACH MECHANICAL, ELECTRICAL OR BOILER ROOM. (CFC 906, UFC STANDARD 10-1, TITLE 19, SECT. 3.29). SEE PLANS FOR LOCATIONS.COMPLETE PLANS AND SPECIFICATIONS FOR FIRE-EXTINGUISHING SYSTEMS, INCLUDING AUTOMATIC SPRINKLERS AND WET AND DRY STANDPIPES, HALON SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, BASEMENT PIPE INLETS, AND OTHER FIRE-PROTECTION SYSTEMS AND APPURTENANCES THERETO SHALL BE SUBMITTED BY THE CONTRACTOR TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. (CFC 901.2)FIRE-EXTINGUISHING SYSTEMS SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH CBC 903.INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH CFC 907.ANY TIME A BUILDING IS OCCUPIED THE MEANS OF EGRESS SHALL BE ILLUMINATED AT AN INTENSITY OF NOT LESS THEN 1 FOOT-CANDLE AT THE FLOOR LEVEL.EGRESS ILLUMINATION REQUIRES A SOURCE OF EMERGENCY POWER WHEN THE OCCUPANT LOAD IS 100 OR MORE.1.2.3.4.5.6.7.DIMENSIONS SHOWN ON THE FLOOR PLANS, SECTIONS AND DETAILS ARE TO FACE OF STUDS, COLUMN GRID LINES AND FACE OF CONCRETE AND BLOCK WALLS, UNLESS OTHERWISE NOTED OR SHOWN.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION.ALL ITEMS ARE BASE BID UNLESS OTHERWISE NOTED OR SPECIFIED.ALL DRAIN LINES WITHIN WALLS ARE TO BE WRAPPED IN SOUND INSULATION BATTS.EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE.CONTRACTOR SHALL PROVIDE ACCESS PANELS REQUIRED BY THE PLUMBING, AIR CONDITIONING AND OTHER INSTALLERS, AS REQUIRED BY CODE. ANY ACCESS PANEL IN A FIRE RATED WALL OR CEILING SHALL HAVE THE SAME FIRE RATING AS THE WALL OR CEILING IN WHICH THEY OCCUR.STRUCTURAL AND FIRE RESISTIVE INTEGRITY SHALL BE MAINTAINED AT PENETRATIONS FOR MECHANICAL, PLUMBING, ELECTRICAL, AND COMMUNICATIONS PIPE, DUCT AND CONDUIT AS INDICATED.PROVIDE FIRE BLOCKING AT FLOOR, CEILING AND MID HEIGHT OF WALLS OVER 10'-0".STUCCO, PLASTER AND GYPSUM BOARD SHALL TERMINATE WITH A "J" MOLDING WHERE THE EDGE IS EXPOSED UNLESS NOTED OR SPECIFIED OTHERWISE.A FLOOR OR LANDING NOT MORE THE 1/4" BELOW THE THRESHOLD IS REQUIRED AT EACH SIDE OF AN EXIT DOOR.BRAND OR TRADE NAME, SUBSTITUTIONS OF "EQUALS": REQUESTS FOR SUBSTITUTIONS OF AN ITEM AS AN "EQUAL" TO ANY ITEM INDICATED OR SPECIFIED MUST BE INCLUDED AS A PART OF THE CONTRACTOR'S BID PROPOSAL, AS SPECIFIED IN THE GENERAL CONDITIONS.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER GRAPHIC SCALE. DO NOT SCALE DRAWINGS.IT SHOULD BE NOTED THAT WHILE EXISTING UTILITY DRAWINGS ARE AVAILABLE, THERE IS NO ASSURANCE THAT ALL UTILITIES ARE SHOWN. THE CONTRACTOR SHALL PROCEED WITH CAUTION TO INSURE THAT ALL UTILITIES ENCOUNTERED, WHETHER OR NOT OF RECORD, SHALL BE PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ALSO TAKE PRECAUTIONS NECESSARY TO PROTECT HIMSELF AND ALL EMPLOYEES FROM INJURY WHICH MAY BE CAUSED BY CONTACT WITH UTILITY SERVICES.GYPSUM BOARD FOR FIRE RATED ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH CBC CHAPTER 7.DOOR HARDWARE SHALL BE LEVER TYPE.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS.FIRE DAMPER ASSEMBLIES, INCLUDING SLEEVES AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION.INTERIOR FINISHES SHALL COMPLY WITH THE PROVISIONS OF CBC CHAPTER 8.ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION.ALL REQUIRED PERMITS MUST BE OBTAINED FROM FIRE PLAN CHECK BEFORE BUILDING IS OCCUPIED.BUILDING NUMBERS SHALL BE EASILY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.THE CONSTRUCTION, REMODEL, OR DEMOLITION OF A BUILDING SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY OF ENCINITAS.THESE PLANS AND ALL WORK SHALL COMPLY WITH THE CALIFORNIA BUILDING STANDARDS CODE FOUND IN THE STATE OF CALIFORNIA TITLE 24 CCR, AS AMENDED AND ADOPTED BY THE CITY OF ENCINITAS.CONTRACTOR SHALL THOROUGHLY COORDINATE ALL TRADES AS REQUIRED TO COMPLETE ALL WORK INDICATED AND NECESSARY FOR THE PROJECT.CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES AND SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED DURING CONSTRUCTION.EXIT SIGNS MUST BE INTERNALLY ILLUMINATED (UFC SEC. 1212.4 & CBC SEC.1006).TWO SEPARATE POWER SUPPLIES SHALL BE PROVIDED FOR EXIT SIGNS PER(CBC SEC. 1006).THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATION.CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND / OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEY OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT.CONTRACTOR SHALL REPLACE IN KIND ANY TRAFFIC SENSORS DAMAGED DURING CONSTRUCTION.PENETRATION OF FIRE RESISTIVE WALLS, FLOOR - CEILING ASSEMBLIES AND ROOF -CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SECTION 712 AND 713.NO HAZARDOUS MATERIALS WILL BE USED OR STORED WITHIN THE BUILDING WHICH EXCEED THE QUANTITIES SHOWN ON CBC TABLE 5003.1.1.WHEN SERVING MORE THAN 100 SPRINKLER HEADS, AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED CENTRAL PROGRAM OR REMOTE STATION SERVICE OR SHALL BE PROVIDED WITH A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION.WORK NOT SPECIFICALLY INDICATED OR SPECIFIED BUT WHICH IS REQUIRED FOR THE COMPLETION OF THE WORK SHALL BE PROVIDED IN THE SAME MANNER AS SIMILAR WORK WHICH IS REQUIRED OR SPECIFIED WITHOUT ADDITIONAL CHARGE. 1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.35.ANDANGLEATCENTERLINEDIAMETER OR ROUNDPOUND OR NUMBERACOUSTICALAREA DRAINADJUSTABLEAGGREGATEALUMINUMAPPROXIMATEARCHITECTURALASPHALTBOARDBITUMINOUSBUILDINGBLOCKBLOCKINGBEAMBOTTOMCABINETCATCH BASINCEMENTCERAMICCAST-IRONCONTROL JOINTCEILINGCAULKINGCLOSETCLEARCOLUMNCONCRETECONNECTIONCONSTRUCTIONCONTINUOUSCORRIDORCOUNTERSUNKCERAMIC TILEDOUBLEDETAILDIAMETERDIMENSIONDISPENSERDOWNDRAWERDOWNSPOUTDRY STANDPIPEDRAWINGEASTEACHEXPANSION JOINTELEVATIONELECTRICALELEVATIONEMERGENCYENCLOSUREEQUALEQUIPMENTEXISTINGEXPOSEDEXPANSIONEXTERIORFIRE ALARMFLOOR DRAINFOUNDATIONFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFIRE HOSE CABINETFINISHFLOORFLASHINGFLUORESCENTFACE OF BLOCKFACE OF CONCRETEFACE OF FINISHFACE OF STUDSFULL SIZEFOOT OR FEETFOOTINGFURRINGFINISHED FLOOR ELEVATIONGAUGEGALVANIZEDGRAB BARGLASSGRADEGYPSUMHOSE BIBHOLLOW COREHARDWOODHARDWAREHOLLOW METALHORIZONTALHEIGHT&L@I#ACOUS.A.D.ADJ.AGGR.ALUM.APPROX.ARCH.ASPH.BD.BITUM.BLDG.BLK.BLKG.BM.BOT.CAB.C.B.CEM.CER.C.I.CJCLG.CLKG.CLO.CLR.COL.CONC.CONN.CONSTR.CONT.CORR.CTSK.C.T.DBL.DETDIA.DIM.DISP.DN.DWR.DS.D.S.P.DWG.E.EA.E.J.ELE.ELEC.ELEV.EMER.ENCL.EQ.EQPT.EXST.EXPO.EXP.EXTF.A.F.D.FDNF.E.F.E.C.F.H.C.FIN.FLFLASHFLUOR.F.O.B.F.O.C.F.O.F.F.O.S.F.S.FTFTG.FURR.F.F.E.GA.GALV.G.B.GLASSGRGYP.H.B.H.C.HDWD.HDW.H.M.HORIZ.HINSIDE DIAMETERINSULATIONINTERIORIRRIGATIONJOINTLAMINATEDLAVATORYMAXIMUMMEDICINE CABINETMECHANICALMETALMANUFACTURERMINIMUMMISCELLANEOUSMASONRY OPENINGMOUNTEDNORTHNOT IN CONTRACTNOT TO SCALEOVERALLON CENTEROUTSIDE DIAMETEROPENINGOPPOSITEPRE-CASTPLATEPLASTIC LAMINATEPLASTERPLYWOODPAIRPOINTPAPER TOWEL DISPENSERRECEPTACLERADIUSROOF DRAINREFERENCEREFRIGERATORREINFORCEDREQUIREDROOMROUGH OPENINGRE-SAWNREDWOODRAIN WATER LEADERSOUTHSOLID CORESEAT COVER DISPENSERSCHEDULESOAP DISPENSERSECTIONSHELF OR SHEETSHOWERSIMILARSPECIFICATIONSQUARESTAINLESS STEELSTATIONSTANDARDSTEELSTORAGESTRUCTURALSUSPENDEDSYMMETRICALSHEET METALTOP OF CURBTELEPHONETERRAZZOTEMPERED GLASSTONGUE AND GROOVETHICKTOP OF PAVEMENTTOILET PAPER DISPENSERTELEVISIONTYPICALTOP OFTOP OF FRAMINGTOP OF MASONRYTOP OF PARAPETTOP OF SHEATHINGUNLESS OTHERWISE NOTEDURINALVERTICALVESTIBULEVERIFY IN FIELDPLUMBING VENT THRU ROOFWESTWITHWATER CLOSETWOODWITHOUTWATERPROOFWEAKENED PLANE JOINTWAINSCOTWEIGHTI.D.INSUL.INT.IRRIG.JT.LAM.LAV.MAX.M.C.MECH.MET.MFR.MIN.MISCM.O.MTD.NO.N.I.C.N.T.S.O.A.O.C.O.D.OPNG.OPP.PC.PL.P.LAM.PLAS.PLYWDPR.PT.P.T.DISP.RECP.RAD.R.D.REF.REFR.REINF.REQ.RM.R.O.RS.RWD.R.W.L.SO.S.C.S.C.DISP.SCHD.S.DISP.SECT.SH.SHR.SIMSPEC.SQ.ST.STL.STA.STD.STL.STOR.STRUC.SUSP.SYM.S.M.T.C.TEL.TER.TGT&GTHK.T.P.T.P.DISP.T.V.TYP.T.O.T.O.F.T.O.M.T.O.P.T.O.S.U.O.N.URVERT.VEST.V.I.F.V.T.R.WW/W.C.WD.W/OWP.WPJWSCTWT./o&PACIFIC VIEW BUILDING AREA CALCULATION:B OCCUPANCY: 8,950 SQ. FT. / 200= 45 OCC. 23 MALE / 23 FEMALEPACIFIC VIEW BUILDING FIXTURE CALCULATION:TYPE OF OCCUP. 1: 1: 2: 1: 1: 1:1 1 2 1 1 11 1 3 1 2 2MALEW.C.URINALFEMALE W.C.MALE LAV.FEMALE LAV.DRINKING FTN. (1-50) (1-100) (16-30) (1-75) (1-50) (1 PER 150) TOTAL REQ:TOTAL PROV:B OCC.+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: ProMect Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 _ www.Meffkat]architecture.comSHEET NUMBER:TITLE SHEET220401T-2HVJKRWPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024No.DescriptionT-1 TITLE SHEETT-2 TITLE SHEETT-3 ACCESSIBILITY DETAILST-4 ACCESSIBILITY DETAILST-5 ACCESSIBILITY DETAILST-6 SIGNAGE ACCESSIBILITY DETAILST-7 SITE ACCESSIBILITY DETAILSAD1.1 DEMOLITION SITE PLANAD2.1 DEMOLITION FLOOR PLANAD2.2 DEMOLITION REFLECTED CEILING PLANAD2.4 DEMOLITION ROOF PLANAD3.1 DEMOLITION EXTERIOR ELEVATIONSAD3.2 DEMOLITION EXTERIOR ELEVATIONSMD1.1 MECHANICAL DEMOLITION PLANPD1.1 PLUMBING DEMOLITION FLOOR PLANED1.1 DEMOLITION FLOOR PLANC1.0 GENERAL CIVIL NOTESC2.0 DETAILS AND SECTIONSC3.0 EXISTING CONDITIONS PLANC3.1 SLOPE ANALYSISC4.0 IMPROVEMENT PLANC5.0 BMP PLANC6.0 EROSION CONTROL NOTES AND DETAILSC6.1 EROSION CONTROL PLANA0.1 EGRESS PLANA0.2 SITE PLAN - CODE ANALYSISA1.1 SITE PLANA1.2 ENLARGED SITE PLANSA1.3 SITE DETAILSA2.1 FLOOR PLANA2.2 REFLECTED CEILING PLANA2.3 ROOF PLANA2.4 DIMENSION PLANA3.1 EXTERIOR ELEVATIONSA3.2 EXTERIOR ELEVATIONSA4.1 BUILDING SECTIONSA4.2 WALL TYPESA5.1 ENLARGED PLANS & INTERIOR ELEVATIONSA5.2 ENLARGED PLANS & INTERIOR ELEVATIONSA5.3 ENLARGED PLANS & INTERIOR ELEVATIONSA6.1 FINISH & ROOM FINISH SCHEDULEA6.2 DOOR & STOREFRONT SCHEDULEA6.3 WINDOW SCHEDULEA7.1 DOOR & STOREFRONT DETAILSA7.2 DETAILSA7.3 DETAILSA7.4 DETAILSS1.0 STRUCTURAL NOTESS1.1 STRUCTURAL NOTESS1.2 TYPICAL STRUCTURAL DETAILSS1.3 TYPICAL STRUCTURAL DETAILSS1.4 TYPICAL STRUCTURAL DETAILSS2.1 FOUNDATION PLANS2.2 ROOF FRAMING PLANS3.1 STRUCTURAL SECTIONSS4.1 STRUCTURAL DETAILSS4.2 STRUCTURAL DETAILSS4.3 STRUCTURAL DETAILSM0.1 MECHANICAL NOTES, LEGEND AND SCHEDULESM0.2 MECHANICAL SCHEDULESM0.3 MECHANICAL SCHEDULESM0.4 MECHANICAL SITE PLANM2.1 MECHANICAL FLOOR PLANM2.2 MECHANICAL ROOF PLANM2.3 MECHANICAL ENLARGED PLANSM3.1 MECHANICAL DETAILSM4.1 PIPING DIAGRAMSM4.2 MECHANICAL LEGEND, BACS, AND RISER DIAGRAMM4.3 MECHANICAL SEQUENCE OF OPERATIONSM5.1 TITLE 24 DOCUMENTATIONM5.2 TITLE 24 DOCUMENTATIONP0.1 PLUMBING NOTES, LEGEND AND SCHEDULESP2.0 PLUMBING SITE PLANP2.1 PLUMBING FLOOR PLANP2.2 PLUMBING ROOF PLANP3.1 PLUMBING ENLARGED PLANSP3.2 PLUMBING ENLARGED PLANSP4.1 PLUMBING RISER DIAGRAMSP5.1 PLUMBING DETAILSP5.2 PLUMBING DETAILSE0.1 ELECTRICAL SYMBOLS AND ABBREVIATIONSE0.2 SINGLE LINE DIAGRAME0.3 ELECTRICAL SCHEDULESE0.4 ELECTRICAL SCHEDULESE0.5 ELECTRICAL SCHEDULESE1.0 ELECTRICAL SITE PLANE2.1 ELECTRICAL LIGHTING PLANE2.2 1ST LEVEL - RCP LIGHTING PHOTOMETRIC PLANE2.3 1ST LEVEL - RCP EM LIGHTING PHOTOMETRIC PLANE3.1 1ST FLOOR POWER PLANE4.1 1ST FLOOR HVAC POWER PLANE5.1 ELECTRICAL ENLARGED PLANSE6.1 TITLE 24E6.2 TITLE 24E6.3 TITLE 24E6.4 TITLE 24SYMBOLSFIRE NOTESGENERAL NOTESABBREVIATIONSSHEET INDEXPLUMBING FIXTURE CALCULATIONAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 11 of 105 36" MAX. (ACCESSIBLE) 38"-43" (STANDING PERSONS)27"17"MAX40" MAX40"44" MAX.19"40" MAXTO REFLECTIVE SURFACE IF OVER COUNTER OR LAVATORY (35" MAX. ELSEWHERE)SPOUT. SPOUT SHALL BE LOCATED 15" MIN. FROM VERTICAL SUPPORT AND 5" MAX FROM FRONT EDGE OF THE UNITTOILET TISSUEPAPER TOWEL DISPENSER WITH WASTE CONTAINERPRIVACY COVERSDRINKING FOUNTAINMIRROR27" MIN.36"40" MAX.TO HIGHEST OPERABLE PARTHAND DRYERFINISHED FLOOR4'-0" MAXTO HANDLEBABY CHANGING STATION34" MAX.MIN.MAX.MIN.MIN.13 1/2"ENTRANCES AND DOORSPROVIDE A 30" X 48" CLEAR SPACE AT TELEPHONE. THE CLEAR SPACE MAY INCLUDE KNEE SPACE UNDER THE TELEPHONE.THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE 48" MAX.TELEPHONES MOUNTED IN A CORNER THAT REQUIRE WHEELCHAIR USERS TO REACH DIAGONALLY SHALL HAVE THE HIGHEST OPERABLE PART NO HIGHER THAN 48" AFF.THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BE AT LEAST 29" LONG.ALL PUBLIC TELEPHONES SHALL HAVE VOLUME CONTROL AND BE IDENTIFIED WITH APPROPRIATE SIGNAGETELEPHONES SHALL HAVE PUSH-BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT IS AVAILABLE. ALL OPERABLE PARTS, INCLUDING BUT NOT LIMITED TO COIN RETURN, SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE TO ACTIVATE OPERABLE PARTS SHALL NOT EXCEED 5LBS MAX.THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17" AND A MAXIMUM OF 19" MEASURED TO THE TOP OF THE TOILET SEAT.PROVIDE 17" MINIMUM - 18" MAXIMUM FROM THE CENTERLINE OF THE WATER CLOSET TO THE ADJACENT WALL.TOILET AND URINAL FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE OPEN (WIDE) SIDE OF THE TOILET STALL. TOILET AND URINAL FLUSH CONTROLS SHALL BE NO MORE THAN 44" ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS.WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR SPACE 30" WIDE BY 48" LONG IN FRONT OF THE URINAL. AT LEAST ONE URINAL WITH 13 1/2" MIN. RIM PROJECTION FROM THE WALL AND A MAXIMUM OF 17" ABOVE THE FLOOR SHALL BE INSTALLED.AMBULATORY STALLS ARE REQUIRED WHERE 6 OR MORE STALLS ARE PROVIDED WITHIN A MULTIPLE ACCOMODATION TOILET ROOM OR WHERE THE COMBINATION OF URINALS AND WATER CLOSETS TOTALS SIX OR MORE FIXTURES. AMBULATORY ACCESSIBLE COMPARTMENTS SHALL BE 60" DEEP MIN. AND 35"MIN - 37" MAX WIDE. COMPARTMENT DOORS SHALL NOT SWING INTO THE MINIMUM REQUIRED COMPARTMENT AREA.A CLEAR FLOOR SPACE 30" WIDE BY 48" LONG SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW FORWARD APPROACH. SUCH CLEAR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH LAVATORY.LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 29" FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH 27" MINIMUM KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30" IN WIDTH WITH 8" MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE SAME WIDTH AND A MINIMUM OF 9 INCHES HIGH FROM THE FLOOR AND A MINIMUM OF 17"-19"MAXIMUM DEEP FROM THE FRONT OF THE LAVATORY.HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL HAVE BOTTOM OF REFLECTIVE SURFACE 40" MAX. ABOVE FINISHED FLOOR; MIRRORS MOUNTED ELSEWHERE SHALL HAVE BOTTOM EDGE OF REFLECTIVE SURFACE 35" MAX. ABOVE FINISHED FLOOR. TOP EDGE OF MIRRORS SHOULD BE 74" HIGH TO BE USEABLE BY AMBULATORY PEOPLE,LOCATE PAPER TOWEL DISPENSERS, SANITARY NAPKIN DISPENSERS, AND WASTE RECEPTACLES WITH ALL OPERABLE PARTS NOT MORE THAN 40" FROM THE FLOOR.LOCATE TOILET TISSUE DISPENSERS ON THE WALL 7-9" FROM THE FRONT OF THE WATER CLOSET TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 19" MIN. ABOVE FINISHED FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINIOUS PAPER FLOW.DOORS CANNOT SWING INTO THE REQUIRED CLEAR FLOOR SPACE AT ANY FIXTURE OTHER THAN THE DOOR TO THE ACESSIBLE WATER CLOSET COMPARTMENT, A DOOR, IN ANY POSITION, MAY ENCROACH INTO THE TURNING SPACE BY 12" MAXCLEARANCE AROUND WATER CLOSET SHALL BE 60" WIDE x 56" DEEP PROVIDED IN FRONT OF THE WATER CLOSET, NO OTHER FIXTURES CAN BE LOCATED WITHIN THIS AREA. A MIN. 60" WIDE AND 48" DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET.SANITARY NAPKIN DISPOSAL UNITS, IF PROVIDED, SHALL COMPLY WITH SECTION 11B-309.4 AND SHALL BE WALL MOUNTED AND LOCATED ON THE SIDE WALL BETWEEN THE REAR WALL OF THE TOILET AND THE TOILET PAPER DISPENSER, ADJACENT TO THE TOILET PAPER DISPENSER. THE DISPOSAL UNIT SHALL BE LOCATED BELOW THE GRAB BAR WITH THE OPENING OF THE DISPOSAL UNIT 19 INCHES MINIMUM ABOVE THE FINISH FLOOR.TOILET ROOM FIXTURES AND ACCESSORIESALL DOORWAYS LEADING TO SANITARY FACILITIES SHALL HAVE 32" CLEAR, UNOBSTRUCTED OPENINGS.ALL SINKS, FAUCET CONTROLS, AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. LEVER-OPERATED, PUSH TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.LAVATORIES SHALL BE MOUNTED WITH A MINIMUM DISTANCE OF 18" FROM A WALL OR PARTITION TO THE CENTER OF THE FIXTURE. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM AND/OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FLOOR.SANITARY FACILITIES (GENERAL)THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING) SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST. SURFACES ALONG THIS AREA MUST BE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER. CAVITITES CREATED BY KICK PLATES MUST BE CAPPED.THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR EXTERIOR DOORS AND 5 LBS. FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY NOT EXCEED 15 LBS.DOOR CLOSERS REQUIRE AT LEAST 5 SECONDS TO CLOSE FROM AN OPEN POSITION OF 90 DEGREES TO 12 DEGREES FROM THE LATCHEACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORD "EXIT". EACH EXIT DOOR THAT LEADS DIRECTLY TO GRADE-LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP IS IDENTIFIED BY A TACTILE SIGN THAT STATES "EXIT STAIR DOWN," "EXIT RAMP DOWN," "EXIT STAIR UP," OR "EXIT RAMP UP" AS APPROPRIATE. EACH EXIT DOOR THAT LEADS DIRECTLY TO GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR EXIT PASSAGEWAY IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE". EACH ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE". EACH DOOR THROUGH AN HORIZONTAL EXIT IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "TO EXIT".VISION LIGHTS MUST HAVE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43" MAX. ABOVE FLOOR FINISH.8.9.10.11.12.1.2.3.TELEPHONESGRAB BARS SHALL BE LOCATED ON ONE SIDE AND THE BACK OF THE PHYSICALLY DISABLED TOILET STALL OR COMPARTMENT AND SHALL BE SECURELY ATTACHED 33" MINIMUM-36" MAXIMUM, MEASURED TO THE TOP OF GRIPING SURFACE, ABOVE AND PARALLEL TO THE FLOOR.GRAB BARS AT THE SIDE SHALL BE AT LEAST 42" LONG WITH THE FRONT END POSITIONED 54"MINIMUM FROM THE BACK OF THE STALL AND WITH THE FRONT END POSITIONED 24" MINIMUM IN FRONT OF THE WATER CLOSET. THE SIDE GRAB BAR SHALL BE LOCATED 12" MAXIMUM FROM THE REAR WALL. GRAB BARS AT THE BACK SHALL NOT BE LESS THAN 36" LONG AND SHALL EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12" MINIMUM ON ONE SIDE AND 24"MINIMUM ON THE OTHER SIDE.THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4"MIN AND 2" MAXIMUM. GRAB BARS WITH NON CIRCULAR CROSS SECTIONS SHALL HAVE A CROSS SECTION DIMENSION OF 2" MAXIMUM AND A PERIMETER DIMENSION OF 4" MIN AND 4.8" MAXIMUM. IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-1/2".GRAB BARS, AND ANY WALL OR OTHER SURFACE ADJACENT TO IT, SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.GRAB BARS SHALL BE DESIGNED TO SUPPORT A 250 POUND FORCE.NO OBJECT TO BE MOUNTED WITHIN 1 1/2" BELOW OR 12" ABOVE ANY GRAB BAR.A CLEAR SPACE, MEASURED FROM THE FLOOR TO A HEIGHT OF 27" ABOVE THE FLOOR, WITHIN THE SANITARY FACILITY ROOM, OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE OF A DIAMETER NOT LESS THAN 60 INCHES, OR A T SHAPED SPACE IN ACCORDANCE WITH 11B-304.3.2 SHALL BE PROVIDED.CLEARANCE AROUND A WATER CLOSET SHALL BE 60“ MIN. MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56” MIN. MEASURED PERPENDICULAR FROM THE REAR WALL. A 48" LONG CLEAR SPACE IN FRONT OF WATER CLOSET SHALL BE PROVIDED IF THE COMPARTMENT HAS AN END OPENING DOOR (FACING THE WATER CLOSET). A 60" LONG CLEAR SPACE SHALL BE PROVIDED IN COMPARTMENT WHEN DOOR IS LOCATED AT THE SIDE. GRAB BARS SHALL NOT PROJECT MORE THAN 3" INTO CLEAR SPACE SPECIFIED ABOVE. WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32" WHEN LOCATED AT THE END, AND 34" WHEN LOCATED AT SIDE, WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION.EXCEPT FOR DOOR OPENINGS, A CLEAR UNOBSTRUCTED ACCESS NOT LESS THAN 44" SHALL BE PROVIDED TO ALL WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY THE DISABLED. THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL BE NOT LESS THAN 48" AS MEASURED AT RIGHT ANGLES TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION.THE WATER CLOSET AND DOOR MANEUVERING CLEARANCE CANNOT OVERLAP IN THE ACCESSIBLE STALL.STALL DOORS TO BE HINGED 4" MAXIMUM OPPOSITE THE WATER CLOSET FOR FRONT OR SIDE OPENING DOORS.STALL DOORS CANNOT SWING INTO THE REQUIRED CLEAR AREA AT THE WATER CLOSET.A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH.MULTIPLE ACCOMMODATION TOILET ROOMSHANDRAILS AT STAIRWAYS SHALL BE 34" TO 38" ABOVE THE NOSING OF THE TREADS.HANDRAILS AT THE TOP OF STAIRWAYS SHALL EXTEND A MINIMUM OF 12" OF LEVEL DISTANCE BEYOND THE TOP NOSING. HANDRAILS AT THE BOTTOM OF STAIRWAYS SHALL EXTEND A MINIMUM OF TREAD WIDTH PLUS 12" BEYOND THE BOTTOM NOSING BEFORE THEY ARE RETURNED. AT THE BOTTOM, THE HANDRAIL SHALL CONTINUE TO SLOPE FOR A DISTANCE OF THE WIDTH OF ONE TREAD FROM THE BOTTOM RISER. THE REMAINDER OF THE EXTENSION IS HORIZONTAL (LEVEL).WHERE THE EXTENSION OF THE HANDRAIL IN THE DIRECTION OF THE STAIR RUN WOULD CREATE A HAZARD, THE EXTENSION SHALL BE MADE AT RIGHT ANGLES, ON THE FACE OF A RETURNING WALL. WHERE THE STAIRS ARE CONTINUOUS THE HANDRAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING.HANDRAILS SHALL NOT REDUCE THE REQUIRED WIDTH OF STAIR. WHERE HANDRAIL EXTENSIONS PROTRUDE MORE THAN 4 1/2" INTO AN ADJACENT ROUTE OF TRAVEL, PROVIDE CANE-DETECTABLE RAIL AT 27" ABOVE LANDING.HANDRAILS SHALL BE CONTINIOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS.STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. EVERY STAIRWAY REQUIRED TO BE MORE THAN 88" IN WIDTH SHALL BE PROVIDED WITH NOT LESS THAN ONE INTERMEDIATE HANDRAIL FOR EACH 88" OF REQUIRED WIDTH. INTERMEDIATE HANDRAILS SHALL BE SPACED APPROXIMATELY EQUALLY WITHIN THE ENTIRE WIDTH OF THE STAIRWAY.THE UPPER APPROACH AND THE LOWER TREAD OF EACH INTERIOR STAIR SHALL BE MARKED BY A STRIPE OF CLEARLY CONTRASTING COLOR 2" WIDE MINIMUM & 4"WIDE MAXIMUM AND PLACED PARALLEL TO, AND NOT MORE THAN, 1" FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIPE IS TO EXTEND THE FULL WIDTH OF THE STEP. THE STRIPE SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE TREADS OF THE STAIR.WHERE STAIRS OCCUR OUTSIDE OF A BUILDING, THE UPPER APPROACH AND ALL TREADS SHALL BE MARKED BY A STRIPE OF CLEARLY CONTRASTING COLOR 2" WIDE MIN & 4" WIDE MAX. AND PLACED PARALLEL TO, AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OF LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIPE IS TO EXTEND THE FULL WIDTH OF THE STEP. THE STRIPE SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT AS THE TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.ALL STAIR TREAD SURFACES SHALL BE SLIP-RESISTANT.WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL WHICH EXCEED 1/4", AND SHALL BE A MINIMUM OF 48" IN WIDTH.SURFACE CROSS SLOPES SHALL NOT EXCEED 2%. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 5%.OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN 1/2" DIAMETER. ENLONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL, IT SHALL COMPLY WITH THE PROVISIONS OF RAMPS.WHEN ABRUPT CHANGES IN LEVEL NOT EXCEEDING 1/2" OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THE 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL (50%), EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL.ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING 1/2" SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS AND RAMPS.WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" x 60" AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48" x 44" DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK.WALKS SHALL EXTEND A MINIMUM OF 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK.WALK AND SIDEWALK SURFACES SHALL BE STABLE, FIRM, AND SLIP-RESISTANT.ABRUPT CHANGES IN LEVEL 4" OR MORE IN A VERTICAL DIMENSION BETWEEN WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT SURFACES OR FEATURES SHALL BE IDENTIFIED BY A 6" MIN. HIGH CURB ABOVE WALK SURFACE OR GUARDRAIL W/ 2"-4" CENTERED HIGH GUIDE RAILACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE TO AN ACCESSIBLE ENTRANCE.SURFACE SLOPES OF PARKING SPACES FOR THE PHYSICALLY DISABLED SHALL NOT EXCEED 1/4 INCH PER FOOT (2% GRADIENT) IN ANY DIRECTION.DISABLED PARKING SPACES SHALL BE LOCATED SO AS NOT TO REQUIRE USERS TO WHEEL OR WALK BEHIND ANY OTHER NON-DISABLED OR DISABLED PARKING SPACE, OTHER THAN TO PASS BEHIND THE PARKING SPACE IN WHICH THEY PARKED.IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF ADJACENT ACCESSIBLE ROUTES.PARKING SPACES RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT, IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70" IN AREA AND, WHEN IN THE PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. WHEN NOT IN THE PATH OF TRAVEL SIGNS MAY ALSO BE ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MIN. HEIGHT OF 60" FROM THE PARKING SPACE FINISHED GRADE, GROUND, OR SIDEWALK MEASURED TO THE BOTTOM OF THE SIGN.ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE ISA SHALL STATE "MINIMUM FINE $250"VAN ACCESSIBLE SPACES SHOULD BE IDENTIFIED WITH THE ADDITIONAL WORDS "VAN ACCESSIBLE" ON THE SPACE IDENTIFICATION SIGN. ONE IN EVERY SIX ACCESSIBLE SPACES, BUT NEVER LESS THAN ONE, MUST BE VAN ACCESSIBLE.OBJECTS WITH LEADING EDGES BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO CIRCULATION PATH.OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT.OBJECTS MOUNTED ON POSTS / PYLONS MAY OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE GROUND OR FINISHED FLOOR.PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE.ANY OBSTRUCTION OVERHANGING A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80" ABOVE THE WALKING SURFACE AS MEASURED TO THE BOTTOM OF THE OBSTRUCTION. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS THAN 80". SUCH GUARDRAILS SHALL BE LOCATED 27" MAX ABOVE FINISHED FLOOR.WALKS AND SIDEWALKSPARKINGRAMPSHANDRAILS ON STAIRSHAZARDS AND PROTRUDING OBJECTSMINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS 30" x 48". MINIMUM CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT. FLOOR OR GROUND SPACE FOR WHEEL CHAIRS MAY BE PART OF THE KNEE SPACE AND TOE CLEARANCE REQUIRED UNDER SOME OBJECTS. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR SPACE.ALCOVES ARE TO BE 60" WIDE WHEN GREATER THAN 15" DEEP.PROVIDE AN ADDITIONAL 6" WIDTH ON ONE SIDE FOR ALCOVES GREATER THAN 24" DEEP AND DESIGNED FOR FRONT APPROACH.CLEAR FLOOR SPACE FOR WHEELCHAIRS1.2.3.STAIRS AND STAIRWAYSGRAB BARSHIGHEST OPERABLE PART OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED NO LESS THAN 42" AND NOT MORE THAN 48" MEASURED VERTICALLY FROM ABOVE THE LEVEL OF THE ADJACENT FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK TO THE HIGHEST POINT OF THE ACTIVATING HANDLE OR LEVER OF THE BOTTOM.INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595C.ALL CONTROLS TO BE 15" MIN. TO 48" MAX., REGARDLESS OF APPROACH. WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE MAX. HIGH FORWARD REACH SHALL BE 48" MAX WHERE THE REACH DEPTH IS 20"MAX. WHERE THE REACH DEPTH EXCEEDS 20" THE HIGH FORWARD REACH SHALL BE 44" MAX. AND THE REACH DEPTH SHALL BE 25" MAX. WHERE A CLEAR FLOOR SPACE ALLOWS FOR A PARALLEL APPROACH AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION THE HEIGHT OF THE OBSTRUCTION SHALL BE 34" MAX AND THE DEPTH SHALL BE 24" MAX. THE HIGH SIDE REACH SHALL BE 48" MAX FOR A REACH DEPTH OF 10" MAX. WHERE THE REACH DEPTH EXCEEDS 10" THE HIGH SIDE REACH SHALL BE 46" MAX WITH A REACH DEPTH OF 24" MAX. ACCESSIBLE PORTIONS OF SERVICE COUNTERS TO BE 28"-34" HIGH, 36" MIN. WIDE AND MUST EXTEND THE SAME DEPTH AS THE ADJACENT COUNTERSPACE.WHERE LOCKERS ARE PROVIDED FOR THE PUBLIC, AT LEAST 5% BUT NO FEWER THAN 1 OF EACH TYPE SHALL BE ACCESSIBLE. ALL RAMPS USED AS EXITS AND ANY PATH OF TRAVEL HAVING A SLOPE GREATER THAN 1:20 SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION. RAMPS SHALL HAVE THE LEAST POSSIBLE SLOPE.PEDESTRIAN RAMPS SHALL HAVE A MINIMUM WIDTH OF 48". RAMPS SERVING AN OCCUPANCY LOAD GREATER THAN 300 SHALL HAVE A MINIMUM WIDTH OF 60".ALL RAMPS IN AREAS ACCESSIBLE TO PERSONS WITH DISABILITIES ON A PATH OF TRAVEL OR SERVING EXITS SHALL HAVE A 1:12 MAXIMUM SLOPE WITH CROSS SLOPES NO GREATER THAN 1:50. LANDINGS NOT TO EXCEED 1:50 IN ANY DIRECTION.INTERMEDIATE LANDINGS OCCURRING AT NO DIRECTION CHANGE TO BE 60" LONG, RAMPS W/ INTERMEDIATE LANDING < OR EQUAL TO 30 DEGREES SHALL BE OF 60" LENGTH AND 60" WIDTH. INTERMEDIATE LANDINGS OCCURRING AT > EQUAL TO 30 DEGREES SHALL BE OF 72" LENGTH AND 60" WIDTH.THE LEVEL LANDING WIDTH OF ANY RAMP SHALL EXTEND 24" PAST THE STRIKE EDGE OF ANY EXTERIOR DOOR OR GATE.DOORS STANDING IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP TO LESS THAN 42" OR THE REQUIRED WIDTH BY MORE THAN 3".HANDRAILS ARE REQUIRED ON RAMPS WHEN THE SLOPE EXCEEDS 1:20 (5%). HANDRAILS AT RAMPS SHALL RUN ALONG BOTH SIDES OF A RAMP, BE CONTINUOUS THE FULL LENGTH, AND EXTENSIONS AT THE TOP AND BOTTOM OF THE RAMP SHALL BE 12" MIN.THE HANDRAIL GRIP SURFACE AT RAMPS SHALL BE MOUNTED BETWEEN 34" AND 38" ABOVE THE RAMP SURFACE.ALL HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS.ALL HANDRAILS PROJECTED FROM A WALL SHALL BE MOUNTED WITH A MINIMUM 1-1/2 INCHES BETWEEN THE WALL AND THE HANDRAIL.THE HAND GRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS-SECTIONAL DIMENSION OR SHAPE AND SHALL PROVIDE AN EQUIVALENT SMOOTH GRIPPING SURFACE WITH NO SHARP CORNERS. HANDRAIL GRIPPING SURFACES WITH A NON-CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4"MIN. AND 6 1/4" MAX. AND A CROSS SECTION DIMENSION OF 2 1/4" MAX.HANDRAILS CANNOT PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP MORE THAN 3 1/2" FROM EACH SIDE OF THE RAMP AT THE HANDRAIL HEIGHT.ALL PRIMARY ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY DISABLED.ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH ONE STANDARD INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS IDENTIFYING THE LOCATION OF NEAREST ACCESSIBLE ENTRANCE, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS.EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 36 INCHES IN WIDTH, AND NOT LESS THAN 80" IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE MOUNTED SO THAT THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 32".LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP, PINCH OR TWIST THE OPENING HARDWARE AND MUST BE OPERABLE WITH ONE HAND.THE OPERABLE PARTS OF LEVER HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE MOUNTED BETWEEN 34" MINIMUM AND 44" MAXIMUM ABOVE THE FLOOR AND NOT REQUIRE MORE THAN 5 POUNDS OF FORCE TO OPERATE.THE FLOOR OR LANDING LENGTH ON EACH SIDE OF AN ENTRANCE OR A PASSAGE DOOR SHALL BE LEVEL AND CLEAR AT LEAST 60" IN THE DIRECTION OF THE DOOR SWING AND AT LEAST 48" OPPOSITE THE DIRECTION OF THE DOOR SWING AS MEASURED AT RIGHT ANGLES TO THE FACE OF THE DOOR IN THE CLOSED POSITION. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 24" PAST THE STRIKE EDGE OF THE DOOR FOR DOORS WITH LATCH SIDE APPROACH AND 36" FOR DOORS REQUIRING HINGE SIDE APPROACH. REFER TO DETAIL B3 ON THIS DRAWING FOR ADDITIONAL CLEARANCE REQUIREMENTS.THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2.1.2.3.4.5.1.2.3.4.5.6.7.1.2.3.4.5.6.7.8.9.10.1.2.3.4.5.6.7.1.2.3.4.1.2.3.4.5.1.2.3.4.5.6.7.8.9.10.11.12.1.2.3.4.5.6.7.8.9.10.11.12.13.14.1.2.3.4.5.6.7.8.1.2.3.4.5.6.7.1.2.3.4.5.6.3.4.5.6.7.BASELINE OF THE HIGHEST LINE OF RAISED CHARACTER TO BE 60" MAXIMUM AND BASELINE OF THE LOWEST BRAILLE CELLS TO BE 48" MINIMUM ABOVE FINISHED FLOOR.TACTILE ROOM IDENTIFICATION SIGNS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" MIN. x 18" MIN. CENTERED ON SIGN IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING.SIGNAGE1.2.ADDITIONAL REQUIREMENTSTHE TOP OF THE BOX OF THE OPERATING HANDLE OF SWITCHES INTENDED TO BE USED BY OCCUPANTS OF A ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL COMPLY WITH SECTION 11B-308 EXCEPT THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX.ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL COMPLY WITH SECTION 11B-308 EXCEPT THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX.1.2.*PROVIDE THIS ADDITIONALSPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER18" MIN. CLR INT. DOORS24" MIN. CLR EXT. DOORSMIN.MIN.48" 60"CLEAR, LEVEL FLOOR SPACE1.5% MAX SLOPE IN ANY DIRECTIONPUSH SIDEPULL SIDEMIN.FRONT APPROACH12"HINGE SIDE APPROACHMIN.54"MIN.36"LATCH SIDE APPROACHMIN. MIN.60"44"PUSH SIDEPULL SIDEMIN.MIN.60"44"MIN.24"PUSH SIDEPULL SIDE*48" MIN. WHEN DOOR HAS A LATCH & CLOSERMIN.24"48" MIN. WHEN DOOR HAS A CLOSER22" MIN.CLEAR, LEVEL FLOOR SPACE 1.5% MAX SLOPECLEAR, LEVEL FLOOR SPACE 1.5% MAX SLOPE17"-19"24" MIN.42" MIN. GRAB BAR54" MIN.7" - 9"12"MAX.MOUNT TOILET PAPER DISPENSER WITHIN 7-9" OF SEAT FRONT TO CENTERLINE AND 19" MIN AFF. ALLOW AT LEAST 1 1/2" CLEAR BELOW GRAB BAR.PROVIDE FLUSH CONTROLS ON WIDE SIDE OF TOILET.FLUSH CONTROLS SHALL NOT OBSTRUCT GRAB BARS WITHIN 1 1/2" BELOW OR 12" ABOVE.FLUSH CONTROLS SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTING TO OPERATE AND SHALL NOT REQUIRE GREATER THAN 5# OF FORCE.FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND.FAUCET CONTROLS SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTING TO OPERATE AND SHALL NOT REQUIRE GREATER THAN 5# OF FORCE.SELF CLOSING FAUCET VALVES SHALL REMAIN OPEN FOR A MIN OF 10 SECONDS.RESTROOM ACCESSORIES - HIGHEST OPERABLE PART SHALL BE 40" MAX. AFF.PROVIDE 5/8" U-SHAPED HANDLE ON INSIDE AND OUTSIDE OF TOILET COMPARTMENT DOOR NEAR THE LATCH.COMPARTMENTS SHALL BE ARRANGED FOR LEFT-HAND OR RIGHT-HAND APPROACH TO THE WATER CLOSET33" -36" TO TOP 19"MIN.TOILET PAPER HOLDER1.2.3.4.5.6.7.8.9.10.FINISHED FLOORNOTES:GRAB BAR42" MIN.60" MIN.32" MIN.42" MIN.CENTERLINE OF ROLL PAPER HOLDER WITHOUT STOPS7"-9"60" MIN.MANEUVERING SPACE42" MIN.54" MIN.6" MAX12"17" MINMAX.WALL, LAVATORY, ORTOILET PARTITION(WHERE OCCURS)CONTROLS FOR WATER CLOSETS SHALL BE ON THE OPEN SIDECLR. OPENING2'-10"24" MIN48" MIN.WHEN DOOR SWINGS IN18" MINFOR 60" DEEP36" MIN.12" MIN. 24" MIN.4" MAX. AT TOILET COMPARTMENT WITHIN A MULTI-ACCOMMODATION FACILITY18" MAXALTERNATE DOOR LOCATION, FOR SIDE OPENING DOOR,SEET-4C3MIN.1 1/2" .95" MIN. FOR FLOOR MOUNTED TOILETS, WHEN DOOR SWINGS IN 92" MIN. FOR WALL MOUNTED TOILETS, WHEN DOOR SWINGS IN 36 MIN.WHEN DOOR SWINGS INDOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: ProMect Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 _ www.Meffkat]architecture.comSHEET NUMBER:ACCESSIBILITYDETAILS220401T-3HVJKRWPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:3/4" = 1'-0"T-3A3MOUNTING HEIGHT REQUIREMENTSSCALE:1/8" = 1'-0"T-3D1DISABLED ACCESS REQUIREMENTSSCALE:1/2" = 1'-0"T-3B3REQUIRED CLEARANCESSCALE:1" = 1'-0"T-3D3RESTROOM CLEARANCESAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 12 of 105 A U-SHAPED HANDLENOTE:THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOORS TO ACCESSIBLE STALLS MUST BE EQUIPPED WITH A LOOP OR U-SHAPED HANDLE NEAR THE LATCH. THE LATCH MUST BE FLIP-OVER STYLE, SLIDING OR OTHER HARDWARE OPERABLE W/ONE HAND AND NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING TO OPERATEB LOOP HANDLE34" MIN44" MAXNOTES:1.2.3.4.5.6.DOORS TO THE ACCESSIBLE WATER, CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A SELF CLOSING DEVICE.IF STANDARD COMPARTMENTS ARE USED, PROVIDE SELF CLOSING DEVICES. IF NON-STANDARD COMPARTMENT DOORS ARE USED, PROVIDE CLEARANCE AT THE STRIKE EDGE.REQUIRED CLEAR OPENINGS FOR ACCESSIBLE STALL DOORS ARE AS FOLLOWS - SIDE ENTRY 34" CLEAR MIN - END ENTRY 32" CLEAR MIN.PROVIDE 18x60 DOOR MANEUVERING CLEARANCE ON OUTSWINGING STALL DOORS.U-SHAPED HARDWARE TO BE PROVIDED ON BOTH SIDES OF THE DOOR NEAR THE LATCH.STALL DOOR CANNOT SWING INTO THE REQUIRED CLEAR FLOOR SPACE AT THE WATER CLOSET.PILASTERDOORHEADRAILFIN. FLOOR9" MINCLRSEE PLAN FOR HINGE SIDE17"-18"33"-36" TO TOP12"MIN36" MIN12"MIN6"MAX19" MIN.24" MIN7"-9"36" MAX42" MIN12"MAX54" MIN.17" TO19"33"-36" TO TOPNOTES:1.THE CONTROLS FOR THE FLUSH VALVE SHALL BE:A. OPERABLE WITH ONE HAND.B. NOT REQUIRE TIGHT GRASPING, PINCHING OR TWIST OF THE WRIST.C. BE MOUNTED ON THE WIDE SIDE OF THE TOILET.D. BE MOUNTED AT 44" A.F.F. MAXIMUME. ACTIVATED WITH A FORCE OF LESS THAN OR EQUAL TO 5 LBS.F. ALLOW 1 1/2" CLEAR BELOW THE GRAB BAR TOPPING AND 12" CLEAR ABOVE GRAB BAR.FINISH SURFACE OFWALL OR PARTITIONTOILET PAPERHOLDER W/O STOPSB SIDE VIEWA FRONT VIEWMIRRORSOLID SURFACE BACKSPLASH& COUNTERTOPBLOCKINGCOUNTER MTD. LAVATORYINSULATE ALLEXPOSED PIPINGNO SHARP OR ABRASIVEELEMENTS UNDER LAVATORY (COVER ANGLE STOPS)ROLLED EDGE34" MAX. TO HIGHEST5" MAX.8"MIN17"MIN6"MAX9"MINNOTES:1.THE ACCESSIBLE LAVATORIES SHALL COMPLY WITH THE FOLLOWING:A. THE FAUCETS CONTROLS, AND OPERATING MECHANISM ARE:1. THE TYPE WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST & BE OPERABLE W/ONE HAND.2. HAS AN OPERATING FORCE OF LESS THAN OR EQUAL TO 5 LBS.B. IF SELF-CLOSING VALVES ARE USED, THEY SHALL REMAIN OPEN FOR GREATER THAN 10 SECONDS.C. CLEAR FLOOR SPACE NOT TO EXTEND MORE THAN 19" UNDER LAVATORY.EDGE OF COUNTER OR LAV RIM29" MIN.25" MAX.17" MIN.27" MIN.ADJACENT WALLCLEARFLOORSPACE30" MIN.48" MIN.19" MAX.17" MIN.18" MIN.60" MIN. CLR36" MIN17" MIN-18" MAX6"MAX12"MAX42" MIN.24" MIN. CLR32" MIN. CLR42" MIN. CLR36" MIN. CLRWHEN DOOR SWINGS IN34" MIN. CLR60" MIN.54" MIN.4"MAX59" CLR WITH FLOOR-MOUNTED TOILET56" CLR WITH WALL-HUNG TOILETWITH INSWING DOOR+ 18" MINFOR 60" DEEP42" MINC4-BT-4C4-AT-4B1T-424" MIN12" MIN6" MAX.TOE CLEARANCE8" MIN.17"MIN34" MAX29" MIN27" MINMIRRORWALLINSULATE ALLEXPOSED PIPINGNO SHARP OR ABRASIVE ELEMENTS UNDER LAVATORY (COVER ANGLE STOPS)NOTES:1.THE ACCESSIBLE LAVATORIES SHALL COMPLY WITH THE FOLLOWING:A. THE FAUCETS CONTROLS, AND OPERATING MECHANISM ARE:1. THE TYPE WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.2. HAS AN OPERATING FORCE OF LESS THAN OR EQUAL TO 5 LBS.3. BE OPERABLE WITH ONE HANDB. IF SELF-CLOSING VALVES ARE USED, THEY SHALL REMAIN OPEN FOR GREATER THAN 10 SECONDS9"MINADJACENT WALLCLEARFLOORSPACE30" MIN.48" MIN.19" MAX.17" MIN.18" MIN.60" MIN.CLEAR FLOOR SPACEFOLDING SEAT, SEECL1/2" MAX. THRESHOLD, WITH MAX. 1:2 SLOPESIDE / SEAT WALLBACK / CONTROL WALLFACE OF FINISH30" MIN.36" MIN.19" MIN.- 27" MAX.CENTERLINE OF CONTROLS OR HAND-HELD SPRAYER MOUNTING BRACKET60" MIN. FACE OF FINISHSIDE WALLFOR SHOWER ELEVATION, REFERENCET-4A41" - 1 1/2"1" - 1 1/2"1/4" MAX. GRATE OPENINGS, DRAINS TO BE FLUSH WITH FLOOR SURFACET-4A2BACK / CONTROL WALLSINGLE LEVER MIXING VALVE CONTROLL18"33"-36" TO TOPFOLDING SEATC39"-41"MOUNTING BRACKET48" MAX TO TOP OF27" MAX.MAX 1:50 (2%) SLOPE IN ANY DIRECTIONFLEXIBLE HAND-HELD SPRAYER UNIT WITH HOSE AT LEAST 59" LONG THAT CAN BE USED BOTH AS A FIXED SHOWER HEAD AND AS A HAND-HELD SHOWER19" MIN.27" MAX.OF CONTROLS48" MAX TO TOP2 1/2" MAX1" - 1 1/2"FOR SHOWER ELEVATIONS,REFERENCE24" MIN.36" MIN.FACE OF FINISH60" MIN.FACE OF FINISH36"19" MIN.FRONT / SEAT WALLFOLDING SEAT, SEECL27" MAX.SIDE / CONTROL WALLCENTERLINE OF HAND-HELD SPRAYER MOUNTING BRACKET1/2" MAX. THRESHOLD, WITH MAX. 1:2 SLOPESIDE WALLBACK WALLT-4B41/4" MAX. GRATE OPENINGS, DRAINS TO BE FLUSH WITH FLOOR SURFACET-4A218"18"MOUNTING BRACKET48" MAX TO TOP OF18"33"-36" TO TOPOPENING3'-0" CLRFOLDING SEATSIDE / CONTROL WALLCL39"-41"19" MIN.SINGLE LEVER MIXING VALVE CONTROLFRONT / SEAT WALLMAX 1:50 (2%) SLOPE IN ANY DIRECTIONFLEXIBLE HAND-HELD SPRAYER UNIT WITH HOSE AT LEAST 59" LONG THAT CAN BE USED BOTH AS A FIXED SHOWER HEAD AND AS A HAND-HELD SHOWER27" MAX.OF CONTROLS48" MAX TO TOP.34" MAX.MAXIMUM HEIGHT TO COUNTER OR RIM.27" MIN.MINIMUM HEIGHT OF KNEE CLEARANCE AT SINKMINIMUM 30" X 48" CLEAR SPACE FOR FRONT APPROACH.19" ABSOLUTE DEPTH OF KNEE / TOE CLEARANCE.6-1/2" MAX. DEPTH OF SINK.27" MIN.MINIMUM 30" X 48" CLEAR SPACE FOR FRONT APPROACH. CLEAR FLOOR SPACE ADJOINS AN ACCESSIBLE ROUTE..19" MIN..TABLE OR COUNTER HEIGHT:28" MIN. TO 34" MAX.30" MIN.NOTES: 1. WHERE FOOD OR DRINK IS SERVED AT COUNTERS EXCEEDING 34" IN HEIGHT FOR CONSUMPTION BY CUSTOMERS SEATED OR STANDING AT THE COUNTER, A PORTION OF THE MAIN COUNTER WHICH IS 60" MINIMUM IN LENGTH SHALL BE PROVIDED.2. WHEN A PARALLEL APPROACH IS PROVIDED KNEE CLEARANCE IS NOT REQUIRED.3. PARALLEL APPROACH IS ALLOWED AT SALES AND SERVICES COUNTERS, NOT DINING AND WORK SURFACES. SEET-4D3PROVIDE MINIMUM 27" HIGH, 30" WIDE, 19" DEEP KNEE CLEARANCE AT FORWARD APPROACH (NOT REQUIRED AT PARALLEL APPROACH)34" MAX. HEIGHTWHERE A SINGLE COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION, SUCH AS (BUT NOT LIMITED TO) A BANK COUNTER WITH MULTIPLE TELLER WINDOWS OR RETAIL SALES COUNTER WITH MULTIPLE CASH REGISTER STATIONS, AT LEAST 5 PERCENT (5%), BUT NEVER LESS THAN ONE, OF EACH TYPE OF STATION SHALL BE LOCATED AT A SECTION OF COUNTER THAT IS AT LEAST 36" LONG AND NO MORE THAN 28"-34" HIGH.36" MIN. WIDTH48" MIN.30" MIN.NOTES:1. THE ACCESSIBLE COUNTERS SHALL BE THE SAME DEPTH AS STANDARD COUNTERS.2. PARALLEL APPROACH IS NOT ALLOWED AT DINING AND WORK SURFACES.MINIMUM 48" X 3-" CLEAR SPACE FOR PARALLEL APPROACH. CLEAR FLOOR SPACE ADJOINS AN ACCESSIBLE ROUTE.MIN.60" TURNING SPACE60" MIN.24" MAX.20" MIN4'-0" MIN.78" TYP.84" TYP.DOOR TO SWING OUT.MANEUVERING CLEARANCES:* 12"X 48" AT PUSH SIDE, ** 18" X 60" AT PULL SIDE30" x 48" CLEAR FLOOR SPACEBENCH (17"-19" AFF)***COAT HOOK, 48" MAX HEIGHT AFF.MIRROR 18" WIDE MIN BY 54" HIGH MAX AND SHALL BE MOUNTED IN A POSITION AFFORDING A VIEW TO A PERSON ON THE BENCH AS WELL AS TO A PERSON IN A STANDING POSITION. MIRROR TO BE INSTALLED SO THAT BOTTOM OF REFLECTING SURFACE IS 20" MAX AFF.NOTE:DOOR CLOSERS, IF PRESENT, MUST BE SET SO THAT IT TAKES THE DOOR AT LEAST 5 SECONDS FROM 90 DEGREES TO 12 DEGREES FROM THE LATCHCLOSER NOTE:INTERIOR DOOR / EXTERIOR DOOR 5 LBS. MAX FIRE RATED DOOR 15 LBS. MAX FORCE TO OPERATE90 DEGREES5 SECONDS MIN.12 DEGREES34" - 44"FLOOROPERABLE PARTS OF HARDWARE 24" MIN.1 1/2" MAX2 1/2" MAX.15" MIN - 16" MAXSEAT WALL2 1/2" MAX1 1/2" MAX.23" MAX.22" MIN.15" MAX.14" MIN.FULL DEPTH OF STALL16" MAX.15" MIN.(A) FOLDING SEAT AT 30 x 60 ROLL-IN SHOWER(B) FOLDING SEAT AT 36 x 60 ROLL-IN SHOWERNOTES:1. WHEN FOLDED, THE SHOWER SEAT DOES NOT EXTEND MORE THAN 6" FROM THE MOUNTING WALL.2. SHOWER SEAT PROVIDES MINIMUM STRUCTURAL STRENGTH TO SUPPORT A 250 LB. POINT LOAD.3. GRAB BARS ARE LOCATED ON WALLS ADJACENT TO AND OPPOSITE THE SEAT.4. CONTINUOUS L-SHAPED GRAB BAR IS PROVIDED ALONG THE WALLS OPPOSITE FROM AND ADJACENT TO THE SEAT (BUT NOT TO EXTEND TO INCLUDED THAT PORTION OF WALL OVER THE SEAT.5. THE TOP OF THE SEAT SHALL BE 17" MIN. AND 19" MAX. ABOVE FINISH FLOOR.6. THE SEAT SHALL BE INSTALLED SO THAT IT EXTENDS TO A POINT WITHIN 3" OF THE COMPARTMENT ENTRY.SIDE / CONTROL WALLFRONT / SEAT WALLBACK / CONTROL WALL+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: ProMect Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 _ www.Meffkat]architecture.comSHEET NUMBER:ACCESSIBILITYDETAILS220401T-4HVJKRWPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/4" = 1'-0"T-4B2TOILET DOOR STALL HARDWARESCALE:1/4" = 1'-0"T-4B1TOILET STALL DOORSCALE:1/4" = 1'-0"T-4C4WATER CLOSET REQUIREMENTSSCALE:1/2" = 1'-0"T-4C1COUNTER MOUNTED LAVATORYSCALE:1/2" = 1'-0"T-4C3TOILET STALL - SIDE OPENINGSCALE:1/2" = 1'-0"T-4C2WALL MOUNTED LAVATORYSCALE:3/4" = 1'-0"T-4A3ACCESSIBLE 30 X 60 ROLL-IN SHOWERSCALE:1/2" = 1'-0"T-4A4ACCESSIBLE 30 X 60 ROLL-IN SHOWER - ELEVATIONSCALE:3/4" = 1'-0"T-4B3ACCESSIBLE 36 X 60 ROLL-IN SHOWERSCALE:1/2" = 1'-0"T-4B4ACCESSIBLE 36 X 60 ROLL-IN SHOWER - ELEVATIONSSCALE:N.T.S.T-4D1ACCESSIBLE SINKSCALE:N.T.S.T-4D2ACCESSIBLE TABLE OR COUNTER WITH FORWARD APPROACHSCALE:N.T.S.T-4D3ACCESSIBLE SALES COUNTER WITH PARALLEL APPROACHSCALE:3/8" = 1'-0"T-4D4DRESSING ROOM DETAILSCALE:1/4" = 1'-0"T-4A1ACCESSIBLE HARDWARE REQUIREMENTSSCALE:1" = 1'-0"T-4A2SHOWER SEATAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 13 of 105 2x STUD WALL PER PLANGYP. WALL BOARD1 1/2 ~ STAINLESS STEEL PIPEHANDRAILATTACH HAND RAIL THRU WALL W/MOUNTING SCREWS TO 2x WOODBLOCKING SECURELY FASTENEDBETWEEN STUDS AS REQUIRED34" - 38" MAX. ABOVESTAIR NOSING*MIN.1 1/2"* HANDRAIL GRIPPING SURFACES W/ A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4"MIN. AND 2" MAX. HANDRAIL GRIPPING SURFACES WITH A NON-CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4"MIN AND 6 1/4" MAX AND A CROSS SECTION DIMENSION OF 2 1/4" MAX.42" MIN.42" MIN.X48" MIN.36" MIN.48" MIN.36" MIN.60" MIN.NOTE: DIMENSIONS SHOWN APPLY WHEN X<48".TURNS AROUND AN OBSTRUCTION - 36" AISLES, 90 DEGREE TURN44" MIN.44" MIN.X48" MIN.44" MIN.48" MIN.44" MIN.60" MIN.NOTE: DIMENSIONS SHOWN APPLY WHEN X<48".TURNS AROUND AN OBSTRUCTION - 44" AISLES, 90 DEGREE TURNNOTE: INNER HANDRAILS AT LANDINGS THAT DOUBLE BACK OR IMMEDIATELY TURN SHALL BE CONTINUOUS AND SHALL BE CONTINUOUS AND SHALL NOT EXTEND INTO LANDING OR PATH OF TRAVELX: EXTENSION OF THE HANDRAIL SHALL BE EQUAL TO THE TREAD WIDTH PLUS 12 INCHES TO THE END OF THE LEVEL PORTION OF THE HANDRAILLANDINGLANDINGDOWN DOWNXXLANDINGDOWN XDOWNLANDINGX12"34"-38" MAX.27" MAX.12" MIN.XAAEXTENSION AT BOTTOM OF RUNA - TREAD DEPTH (11" MIN.)B - RISER HEIGHT (4" MIN., 7" MAX.)X - THE MINIMUM HANDRAIL EXTENSION OF 12 INCHES PLUS THE WIDTH OF TREAD REQUIRED AT EACH BOTTOM RISERY12" MIN.34"-38" MAX.27" MAX.EXTENSION AT TOP OF RUNA - TREAD DEPTH (11" MIN.)B - RISER HEIGHT (4" MIN., 7" MAX.)Y - THE MINIMUM HANDRAIL EXTENSION REQUIRED AT EACH TOP RISER34"-38" MAX.NOTE: INTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. EXTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND ALL TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE IS ACCEPTABLE. - (2016 CBC 11B-504.4.1)..1" MAX. FROM EDGE OF TREAD2" MIN. TO 4" MAX.STRIP WIDTH..***NOTES: HANDRAILS TO BE PROVIDED AT EACH SIDE OF STAIRWAY FLIGHT. HANDRAILS SHALL RETURN SMOOTHLY TO FLOOR, WALL OR POST.ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTHS. ALL TREAD SURFACES AND STRIPING MATERIAL SHALL BE SLIP-RESISTANT. OPEN RISERS ARE NOT PERMITTED.BAB**5/8" TYPE "X" GYP. BD. BOTH SIDESSTUDS W/ INSULATIONRECESSED FIRE EXTINGUISHER CABINET2ND LAYER 5/8" TYPE "X" GYP. BD. LINING (EXCEPT AT FIRE RATED WALLS)NOTES:1. CONFORM TO ALL REQUIREMENTS OF #10 NFPA. TITLE 19 CCR & LOCAL FIRE MARSHALL REQUIREMENTS2. OPERABLE PARTS SHALL BE OPERABLE W/ ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5LBS MAX.48" MAX. A.F.F. TO TOP OF HANDLE (OR HIGHEST OPERABLE PART)4" MAXRADIUS 1/2" MAX.30 MAX.30 MAX.1 1/4" MAX.(A)RADIUS OF TREAD EDGE (TYPICAL FOR ALL PROFILES)(B)ANGLED RISER(C)CURVED NOSING(D)BEVELED NOSING1 1/4" MAX.1 1/4" MAX.68" MIN.80" MIN.51" MIN.54" MIN.**36" MIN.ALTERNATE LOCATION OF CAR-CONTROL PANEL WITH SIDE-OPENING DOOR*42" MIN.51" MIN.54" MIN.**ALTERNATE LOCATION OF CAR-CONTROL PANEL WITH CENTER-OPENING DOOR*(A) SIDE OPENING DOOR(B) CENTER OPENING DOORNOTES:1. PASSENGER ELEVATORS SHALL BE ON AN ACCESSIBLE ROUTE, LOCATED NEAR A MAJOR PATH OF TRAVEL, AND PROVISIONS SHALL BE MADE TO ENSURE THAT THEY REMAIN ACCESSIBLE AND USABLE AT ALL TIMES THE BUILDING IS OCCUPIED.2. DOORS ARE SIDE-BY-SIDE TYPE (POWER-OPERATED HORIZONTALLY SLIDING CAR AND HOISTWAY DOORS).3. OPERATION OF DOORS (OPENING AND CLOSING) IS AUTOMATIC.4. THE CLEARANCE BETWEEN THE CAR PLATFORM SILL AND THE EDGE OF ANY HOISTWAY LANDING SHALL BE 1 1/4 INCH MAXIMUM.5. EACH CAR SHALL BE EQUIPPED WITH A SELF-LEVELING FEATURE THAT WILL AUTOMATICALLY BRING AND MAINTAIN THE CAR AT FLOOR LANDINGS WITHIN A TOLERANCE OF 1/2 INCH UNDER RATED LOADING TO ZERO LOADING CONDITIONS. 6. THE LEVEL OF ILLUMINATION AT THE CAR CONTROLS, PLATFORM, CAR THRESHOLD AND CAR LANDING SILL SHALL BE 5 FOOT CANDLES MINIMUM.7. A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE ELEVATOR LANDING ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE.531S642BOPENCLOSEALARM STOP5/8" MIN. - 2" MAX CHARACTERS AND SYMBOLS HEIGHT. CHARACTERS AND SYMBOLS TO BE PLACED TO LEFT OF BUTTONS..BUTTON 3/4" MIN. IN SMALLEST DIMENSION WITH SQUARE SHOULDERS. BUTTONS TO BE RAISED 1/8" ABOVE THE SURROUNDING SURFACE.3/8" MIN. SEPARATIONDOOR CLOSE SYMBOL TO BE RAISEDEMERGENCY STOP (OCTAGONAL SYMBOL SHALL BE RAISED BUT THE 'X' IS NOT)PLACE STAR ON LEFT SIDE OF MAIN ENTRY/EXIT FLOOR NUMBERDOOR OPEN SYMBOL TO BE RAISEDEMERGENCY ALARM SYMBOL TO BE RAISEDAFF35" MIN.NOTES: 1. CAR CONTROL BUTTONS SHALL BE ILLUMINATED2. CONTROL BUTTON FOR PHONE IS TO BE PROVIDED WITH RAISED LETTERS AND BRAILLEBUTTONS SHALL BE ARRANGED W/ NUMBERS IN ASCENDING ORDER. WHEN TWO OR MORE COLUMNS OF BUTTONS ARE PROVIDED THEY SHALL READ FROM LEFT TO RIGHT. BUTTONS SHALL BE WHITE AGAINST BLACK BACKGROUNDPROVIDE BRAILLE @ ALL CONTROL BUTTONS35" MIN.31"-33" TO TOP1 1/2" MIN.48" MAX. FOR FRONT APPROACHCONTROL PANEL, SEE T-5A2MAXIMUM INSTALLATION HEIGHTS ABOVE CAB FLOORHANDRAILNOTES:- PROVIDE ELEVATOR HANDRAIL ON ONE WALL OF THE ELEVATOR CAR (REAR WALL PREFERRED). HANDRAIL TO BE SMOOTH & FREE OF SHARP EDGES. TOP OF SUPPORT RAIL SHALL BE 31" MIN TO 33" MAX ABOVE THE FLOOR OF THE CAR. ENDS OF HANDRAIL TO BE 6"MAX FROM ADJ. WALLS. MUST SUPPORT A POINT LOAD OF 25OLBS.- ELEVATOR HAS VISUAL AND AUDIBLE SIGNALS INDICATING THE POSITION OF THE CAR ON OR BETWEEN FLOORS. THE INDICATION IS POSITIONED ABOVE THE CAR CONTROL PANEL OR OVER THE DOOR.- AS THE CAR PASSES OR STOPS AT A FLOOR SERVED BY THE ELEVATOR, THE CORRESPONDING NUMERALS ILLUMINATE AND AN AUDIBLE SOUND SIGNALS. VISUAL INDICATORS TO BE 1/2" HIGH MINIMUM.- THE EMERGENCY TELEPHONE HANDSET SHALL BE POSITIONED NO HIGHER THAN 48" AFF, AND THE HANDSET CORD SHALL BE A MIN. OF 29" IN LENGTH. IF THE TELEPHONE SYSTEM IS LOCATED IN A CLOSED COMPARTMENT, THE COMPARTMENT DOOR HARDWARE SHALL BE A LEVER TYPE THAT DOES NOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST, OR MORE THAN 5LBS FORCE TO OPERATE. TELEPHONE SHALL BE IDENTIFIED WITH RAISED LETTERS AND BRAILLE. EMERGENCY INTERCOMMUNICATION SHALL NOT REQUIRE VOICE COMMUNICATION.- EMERGENCY TWO-WAY COMMUNICATION SYSTEMS BETWEEN THE ELEVATOR AND A POINT OUTSIDE THE HOISTWAY SHALL COMPLY WITH ASME A17.1CENTERLINE OF EMERGENCY BUTTONSCENTERLINE OF HIGHEST BUTTONSEMERGENCY TELEPHONENOTE:THE FLOOR SURFACE WITHIN THE ELEVATOR CAR MUST BE STABLE, FIRM AND SLIP RESISTANT. CHANGES IN LEVEL WITHIN THE ELEVATOR CAR MUST NOT EXCEED 1/4".1CLHIGHEST OPERABLE PART48"MAX. TO OFCL72" MIN.BAMIN.2".LETTERING RAISED 1/32"CORRESPONDING GRADE II BRAILLEHALL LANTERN, DIRECTIONAL ELEMENTS SHALL BE 2 1/2" HIGH MIN. BY 2 1/2" WIDE MIN.FLOOR LANDING NUMBERS ON BOTH SIDES OF DOOR JAMBHALL CALL BUTTONS(OBJECTS ADJACENT TO AND BELOW HALL CALL BUTTONS MUST NOT PROJECT MORE THAN 4"). HALL CALL BUTTONS TO HAVE SQUARE SHOULDERS WITH 3/4"MIN. IN SMALLEST DIMENSION AND BE RAISED 1/8" MIN FROM SURROUNDING SURFACE29".5".NOTE: - HALL CALL BUTTONS PROVIDE VISUAL INDICATION THAT SHOWS EACH CALL REGISTERED AND EXTINGUISHES WHEN ANSWERED.- HALL CALL BUTTONS ARE INTERNALLY ILLUMINATED WITH A WHITE LIGHT OVER THE ENTIRE SURFACE OF THE BUTTON.- THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSES THROUGH EITHER LINE A OR LINE B, LINE A AND LINE B REPRESENT THE VERTICAL LOCATION OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT. DOOR REOPENING DEVICE SHALL REMAIN EFFECTIVE FOR 20 SECONDS MIN.2" O.D. OF STAR, ALL POINTS OF EQUAL LENGTH ALL SYMBOLS TO BE RAISED AND SHALL BE WHITE ON A BLACK BACKGROUND30"x48" CLEAR FLOOR SPACE60" MAX. TO BASELINE ABOVE F.F.48" MAX. TO BASELINE ABOVE F.F.ACCEPTABLEUNACCEPTABLET - TIME IN SECONDS1312111098765432105 6 8 10 12 14 16 18D - DISTANCE IN FEET*GRAPH OF TIMING EQUATION FOR HALL CALLSNOTE ON DOOR DELAY FOR HALL CALLS:THE MINIMUM ACCEPTABLE TIME FROM NOTIFICATION THAT A CAR IS ANSWERING A CALL (LANTERN AND AUDIBLE SIGNAL) UNTIL THE DOORS OF THE CAR START TO CLOSE SHALL BE CALCULATED BY THE FOLLOWING EQUATION BUT SHALL BE NO LESS THAN 5 SECONDS: T = D / (1.5 ft/s) (AS REPRESENTED BY THE "GRAPH OF TIMING EQUATION FOR HALL CALLS")NOTE ON DOOR DELAY FOR CAR CALLS:THE MINIMUM ACCEPTABLE TIME FOR THE DOOR TO REMAIN FULLY OPEN AFTER RECEIVING A CALL SHALL NOT BE LESS THAN 5 SECONDS.* DISTANCE IN FEET IS MEASURED FROM THE POINT IN THE LOBBY OR CORRIDOR 60" DIRECTLY IN FRONT OF THE FARTHEST CALL BUTTON CONTROLLING THAT CAR, TO THE CENTERLINE OF THE CAR'S HOISTWAY DOOR.CLEARANCE8" MIN. - KNEE6" MAX. TOE CLEARANCEDEPTH17" MIN.18" TO 19"9" MIN.27" MIN.36" MAX. **** EQUIPMENT PERMITTED IN SHADED AREASPOUT HEIGHT AND .NEE CLEARANCE AT DRIN.ING FOUNTAINS48" MIN.32" MIN. CLR18" MIN. **CLEAR FLOOR SPACE AT DRIN.ING FOUNTAIN ALCOVES** AT ALL ALCOVES DEEPER THAN 24" ADDITIONAL 6" MANEUVERING CLEARANCE IS REQUIRED, SEE CBC 11B-305.75"MAX15" MIN.11"MIN9"MINNOTE: THE FLOW OF WATER SHALL BE ACTIVATED BY A MANUALLY OPERATED SYSTEM THAT IS FRONT OR SIDE MOUNTED AND LOCATED WITHIN 6" OF THE FRONT EDGE OF THE FOUNTAIN. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4" HIGH MIN. AND SHALL BE LOCATED 5"MAX FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY FROM THE FRONT. WHERE SPOUTS ARE LESS THAN 3" FROM THE FRONT THE ANGLE OF WATER SHALL BE 30 DEGREES MAX. WHERE SPOUTS ARE BETWEEN 3"-5" FROM FRONT THE ANGLE OF WATER SHALL BE 15 DEGREES MAX.*** SPOUT HEIGHT FOR STANDING PERSONS SHALL BE 38"HIGH MIN. AND 43"HIGH MAX.MAX.2'-3"8'-0"IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80 INCHES (NOMINAL DIMENSION), A BARRIER TO WARN BLIND OR VISUALLY-IMPAIRED PERSONS SHALL BE PROVIDED.CANE DETECTION AREAPROTECT THIS AREA FROM CROSS TRAFFICGUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES, INCLUDING MEZZANINES, EQUIPMENT PLATFORMS, STAIRS, RAMPS, AND LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW.30" OR MOREVERTICAL DROP36" MAX.42" MIN..AA GUARD ELEVATIONGUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER +)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: ProMect Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 _ www.Meffkat]architecture.comSHEET NUMBER:ACCESSIBILITYDETAILS220401T-5HVJKRWPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:3" = 1'-0"T-5B1STAIR HANDRAILSCALE:NTST-5A1TURNS AROUND AN OBSTRUCTIONSCALE:NTST-5D1STAIRWAY TREADS, RISERS AND HANDRAIL EXTENSIONSSCALE:1" = 1'-0"T-5D4FIRE EXTINGUISHER CABINETSCALE:NTST-5D2STAIR NOSINGSSCALE:1/2" = 1'-0"T-5B3ELEVATOR CAR - DIMENSIONS, DOORS, OPERATION AND LEVELINGSCALE:NTST-5A2ELEVATOR CONTROL PANELSCALE:NTST-5B2ELEVATOR - CONTROL PANEL AND HANDRAIL INSTALLATION HEIGHTSSCALE:NTST-5A3ELEVATOR ENTRANCESSCALE:3" = 1'-0"T-5A4ELEVATOR DOOR DELAYSCALE:1/2" = 1'-0"T-5D3DRINKING FOUNTAINSCALE:1/4" = 1'-0"T-5C2CANE DETECTION AT OVERHEAD HAZARDSCALE:3/4" = 1'-0"T-5C3GUARD DETAILAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 14 of 105 1/4" THICK SOLID PLASTIC SIGN - ATTACH W/ADHESIVE, COLOR TO MATCH12" BRAILLE: GRADE 2TEXT: 5/8" HIGH MINIMUM -2" MAXIMUM, UPPERCASE SANSERIF 1/32" RAISED LETTERS POSITIONED DIRECTLY BELOW PICTOGRAM BUT NOT IN PICTOGRAM FIELD1/4" - WIDE RAISED 1/32" (EQTRIANGLE OR CIRCLE AS OCCURS)INSTALLATION: SIGNS TO BE INSTALLED SO THAT TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48" MINIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAXIMUM ABOVE FINISH FLOOR MEASURED FROM THE HIGHEST LINE OF RAISED CHARACTERS.TEXTINSTALLATION: 58-60" CENTERED ABOVEFINISH FLOOR, CENTER OF DOORCOLOR OF PICTOGRAM:PICTOGRAMS & THEIR FIELD SHALL HAVE A NON-GLARE FINISH. PICTOGRAMS SHALL CONTRAST W/ THEIR FIELD W/ EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD.1/4" THICK SOLID PLASTIC SIGN -ATTACH W/ADHESIVE, COLOR TOMATCH PT-1 AT UNISEX, AT WOMEN'SRESTROOMS58-60"AFFGRADE 2 BRAILLENOTES:1. PICTOGRAM AND TEXT SHOWN IS FOR UNISEX RESTROOM. AT MEN'S AND WOMEN'S RESTROOM ADJUST PICTOGRAM AND TEXT TO MATCH, SEE A3/T-6.2. EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS OF SIGNS SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH.CIRCLE TO CONTRAST WITH DOOR. TRIANGLE TO CONTRAST WITH CIRCLE6"6"60" MAX.AFF48" MIN.AFF.VERTICES OF TRIANGLE SHALL BE LOCATED 1/4" MAX FROM THE EDGE OF THE CIRCLE ON UNISEX SIGNAGEMENWOMEN12 "58-60" A.F.F. TO CENTERLINE1/4" THICK 12" EQUILATERALTRIANGLE COLOR TOCONTRAST W/ DOORLETTERS 1/32" RAISED.CONTRASTING W/ BACKGROUNDCOLOR TO CONTRAST W/ DOOR COLORLETTERS 1/32" RAISED.CONTRASTING W/ BACKGROUND. 1/4" THICK 12" DIA. COLOR TO CONTRAST W/ DOOR12"1"1"6"6"58-60" A.F.F. TO CENTERLINENOTES:1.ALL SIGNAGE SHALL CONFORM TO CBC & ADAAGSEE DOOR SCHEDULE FOR LOCATIONS AND TEXTWHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAF, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" MINIMUM BY 18" MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL BE LOCATED AT THE ENTRANCE TO, AND OUTSIDE OF THE ROOM OR SPACE. WHERE PROVIDED, SIGNS IDENTIFYING EXITS SHALL BE LOCATED AT THE EXIT DOOR WHEN APPROACHED IN THE DIRECTION OF EGRESS TRAVEL.2.3.TOILET ROOM SIGNAGEB DOOR MOUNTED SIGNSA WALL MOUNTED SIGNSACTIVELEAFACTIVELEAFACTIVELEAF58"-60" TO CENTERLINE.REQUIRED AT SIGN18" WIDE x 18" DEEPCLEAR FLOOR SPACESIGN.SIGNREQUIRED AT SIGN18" WIDE x 18" DEEPCLEAR FLOOR SPACE.B.O. BRAILLE48" MIN TOTOP LINE OF TEXT60" MAX TO B.O.52201$0(52201$0(52201$0(B.O. BRAILLE48" MIN TOTOP LINE OF TEXT60" MAX TO B.O.(A) SYMBOL PROPORTIONS(B) DISPLAY CONDITIONS6".6".NOTE: PROVIDE ACCESSIBILITY SIGN AT ALL ACCESSIBLE ENTRANCE DOORSTHE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE COLOR NO.15090 IN FEDERAL STANDARD 595C.WEST STAIR 2NO ROOF ACCESSNOTES:1. TACTILE FLOOR IDENTIFICATION SIGNS SHALL BE LOCATED AT THE LANDING OF EACH FLOOR LEVEL, PLACED ADJACENT TO THE DOOR ON THE LATCH SIDE, IN ALL ENCLOSED STAIRWAYS IN BUILDINGS TWO OR MORE STORIES IN HEIGHT TO IDENTIFY THE FLOOR LEVEL.2. AT THE EXIT DISCHARGE LEVEL, THE SIGN SHALL INCLUDE A RAISED FIVE POINTED STAR LOCATED TO THE LEFT OF THE IDENTIFYING FLOOR LEVEL. THE OUTSIDE DIAMETER OF THE STAR SHALL BE THE SAME AS THE HEIGHT OF THE RAISED CHARACTERS3. FOR OTHER SIGNAGE REQUIREMENTS REFERENCE 2016 CBC SEC. 11B-70312" MIN.18" MIN.MIN.1 1/2"5" MIN.NUMBER DESIGNATING THE FLOOR LEVEL SHALL BE LOCATED IN THE CENTER OF THE SIGN. THE MEZZANINE LEVELS SHALL HAVE THE LETTER "M" PRECEDING THE FLOOR LEVEL. BASEMENT LEVELS SHALL HAVE THE LETTER "B" PRECEDING THE FLOOR NUMBERLETTERS DESIGNATING THE IDENTIFICATION OF THE STAIR ENCLOSURE SHALL BE PLACED AT THE TOP OF THE SIGN1"THE STAIRWAY'S UPPER TERMINUS SHALL BE PLACED UNDER THE STAIRWAY IDENTIFICATIONFOR BRAILLE AND OTHER IDENTIFICATION SIGNAGE REQUIREMENTS, SEET-6C1B1 THROUGH 41"LOWER AND UPPER TERMINUS OF THE STAIRWAYWHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND FUNCTIONAL SPACES OF A BUILDING OR SITE, THEY SHALL COMPLY WITH THE FOLLOWING:1. FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.2. PROPORTIONS.CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60 PERCENT MINIMUM TO 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I".3. CHARACTER HEIGHT.MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE 11B-703.5.5. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER "I". SEET-6C4HEIGHT TO FINISH FLOOR OR GROUND FROM BASELINE OF CHARACTERHORIZONTAL VIEWING DISTANCEMINIMUM CHARACTER HEIGHT40 INCHES TO LESS THAN OR EQUAL TO 70 INCHESGREATER THAN 70 INCHES TO LESS THAN OR EQUAL TO 120 INCHESGREATER THAN120 INCHESLESS THAN 72 INCHESLESS THAN 180 INCHESLESS THAN 21 FEET72 INCHES AND GREATER180 INCHES AND GREATER21 FEETAND GREATER5/8 INCH5/8 INCH PLUS 1/8 INCH PER FOOT OF VIEWING DISTANCE ABOVE 72 INCHES2 INCHES2 INCHES PLUS 1/8 INCH PER FOOT OF VIEWING DISTANCE ABOVE 180 INCHES3 INCHES3 INCHES PLUS 1/8 INCH PER FOOT OF VIEWING DISTANCE ABOVE 21 FEETNOTE:THE MINIMUM HEIGHT IS MEASURED USING AN UPPERCASE LETTER "I". LOWER CASE CHARACTERS ARE PERMITTED. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN.WHEN SIGNS IDENTIFY PERMANENT ROOMS AND SPACES OF A BUILDING, THEY SHALL COMPLY WITH THE FOLLOWING:1. FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.2. PROPORTIONS.CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I".3. RAISED CHARACTERS AND PICTOGRAM SYMBOL SIGNS. WHEN RAISED CHARACTERS ARE REQUIRED OR WHEN PICTORIAL SYMBOLS (PICTOGRAMS) ARE USED ON SUCH SIGNS, THEY SHALL CONFORM TO THE FOLLOWING:A. CHARACTER STYLE. CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS.B. CHARACTER HEIGHT. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8” MIN. AND 2” MAX. BASED ON THE HEIGHT OF THE UPPERCASE LETTER “I”.C. PICTORIAL SYMBOLS.PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6" MIN. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. D. CHARACTER PLACEMENT. BRAILLE SHALL BE POSITIONED BELOW CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW ENTIRE TEXT, AND SEPARATED 3/8" MIN. AND 1/2" MAX. FROM ANY OTHER TACTILE CHARACTERS AND 3/8" MIN. FROM RAISED BORDERS AND DECORATIVE ELEMENTS.4. BRAILLE. CONTRACTED GRADE 2 BRAILLE SHALL BE PLACED A MIN. OF 3/8" AND A MAX. OF 1/2" DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. WHEN TACTILE TEXT IS MULTILINED, ALL BRAILLE IS PLACED BELOW ALL LINES OF TACTILE TEXT. DOTS SHALL BE 1/10" ON CENTER IN EACH CELL WITH 3/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED 0.025" MIN.- 0.037"MAX. ABOVE THE BACKGROUND. BRAILLE DOTS SHALL BE DOMED OR ROUNDED. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS.5. MOUNTING LOCATION AND HEIGHT. SIGNS TO BE MOUNTED ON WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING HEIGHT TO BE 48" MINIMUM FROM THE BASELINE OF THE LOWEST BRAILLE CELLS TO 60" MAXIMUM AFF TO THE HIGHEST LINE OF RAISED CHARACTERS. SIGNS TO BE MOUNTED SO AS TO AVOID THE SWING OF A DOOR OR PROTRUDING OBJECT. SEE T-6B-3WHEN SIGNS IDENTIFY, DIRECT TO, OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS AND FEATURES OF A BUILDING OR SITE, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITY AND SHALL COMPLY WITH THE FOLLOWING:1.FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.2.SYMBOLS OF ACCESSIBILITY. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS. (2016 CBC SEC. 11B-703.7.2.1). SEE SYMBOL ONT-6B2TACTILE LETTERSTACTILE LETTERSBRAILLEBRAILLEEXIT ROUTEBACK PAINT1/4" THICK CLEAR ACRYLIC, BACKPAINTED3"6"3"1" TYP6"PT1PT3PT1LEFT JUSTIFY SIGN TEXT AND BRAILLEFOR ADDITIONAL IDENTIFICATION SIGNAGE REQUIREMENTS, REFERENCE T-6C1TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS:1. EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD, "EXIT".2. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE:A. "EXIT STAIR DOWN"B. "EXIT RAMP DOWN"C. "EXIT STAIR UP"D. "EXIT RAMP UP"3. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE".4. EACH EXIT ACCESS DOOR FROM AND INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE".5. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS, "TO EXIT".6. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM AND 1/2 INCH (12.7 MM) MAXIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS.EXIT1" TYP.100NOTES:1. REFER TO DOOR SCHEDULE FOR SIGN LOCATION AND VERBIAGE. VERIFY ALL TEXT WITH ARCHITECT PRIOR TO FABRICATION.2. REFER TO SIGNAGE DETAIL ON ARCHITECTURAL SHEETS FOR SPECIFIC SIGN DESIGN, COLORS AND FINISHES.AS REQUIREDHEIGHTLENGTH AS REQUIRED.CORRESPONDING GRADE II BRAILLELETTERS AND NUMERALS SHALL BE RAISED 1/32" MINIMUM, UPPER CASE, SAN SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE II BRAILLE.RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2"FOR OTHER IDENTIFICATION SIGNAGE REQUIREMENTS, SEE T-6C1+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: ProMect Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 _ www.Meffkat]architecture.comSHEET NUMBER:SIGNAGEACCESSIBILITYDETAILS220401T-6HVJKRWPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1 1/2" = 1'-0"T-6A1RESTROOM SIGNAGESCALE:1 1/2" = 1'-0"T-6A3DOOR MOUNTED TOILET ROOM SIGNAGESCALE:1/4" = 1'-0"T-6B3SIGNAGE DETAILSCALE:NTST-6B2INTERNATIONAL SYMBOL OF ACCESSIBILTY SIGNAGESCALE:1 1/2" = 1'-0"T-6B1FLOOR IDENTIFICATION SIGNAGESCALE:NTST-6C2DIRECTIONAL AND INFORMATIONAL SIGNSSCALE:NTST-6C4VISUAL CHARACTER HEIGHT TABLESCALE:NTST-6C1IDENTIFICATION SIGNSSCALE:NTST-6C3ACCESSIBILITY SIGNSSCALE:3" = 1'-0"T-6D3TACTILE EXIT SIGNSSCALE:1 1/2" = 1'-0"T-6D4ROOM IDENTIFICATION SIGNAGEAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 15 of 105 72" MIN.SEE NOTE 260" MIN.SEE NOTE 2SEE NOTE 160" MIN.60" MIN. 60" MIN.TOP LANDINGINTERMEDIATE LEVEL LANDINGBOTTOM LEVEL LANDINGNOTE 2: MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP AND RUN VARYNOTE 3: RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12NOTE 4: CROSS SLOPE OF RAMPS SHALL NOT BE STEEPER THAN 1:48NOTE 5: LANDINGS SHALL COMPLY W/ SECTION 11B-405.7 &11B-302. CHANGES IN LEVEL ARE NOT PERMITTED.STRAIGHT RAMP RUN72" MIN.NOTE 2SEE60" MIN.NOTE 2SEESEE NOTE 160" MIN.60" MIN.60" MIN.TOP LANDING.48" MIN.INTERMEDIATE LEVEL LANDINGINTERMEDIATE TURNING SPACE/LANDINGRAMP WITH TURNING PLATFORM(WHEN DIRECTION OF RAMP CHANGES 30 DEGREES OR MORE)NOTE 7: RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING 72" MINIMUM BY 72" MINIMUM.72" MIN.60" MIN.SEE NOTE 160" MIN.SEE NOTE 272" MIN.72" MIN.RAMP WITH INTERMEDIATE SWITCH-BACK PLATFORMCLR.48" MINCLR.48" MINCLR48" MINNOTE 6: A CURB, 2" HIGH MINIMUM, OR A BARRIER SHALL BE PROVIDED THAT PREVENTS PASSAGE OF A 4" DIAMETER SPHERE, WHERE ANY PORTION OF THE SPHERE IS WITHIN 4" OF THE FINISH FLOOR OR GROUND SURFACE. TO PREVENT WHEEL ENTRAPMENT, THE CURB OR BARRIER SHALL PROVIDE A CONTINUOUS AND UNINTERRUPTED BARRIER ALONG THE LENGTH OF THE RAMP.NOTE 1: WHERE DOORS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. DOORS WHEN FULLY OPEN SHALL NOT REDUCE THE REQUIRED RAMP LANDING WIDTH BY MORE THAN 3". DOORS IN ANY POSITION, SHALL NOT REDUCE THE MIN. DIMENSION OF THE RAMP LANDING TO LESS THAN 42"SEE B4/T-7 FOR RAMP HANDRAIL 60" MIN36"36"WHITE SYMBOL OF ACCESSIBILITYBLUE BACKGROUNDTHE CENTERLINE OF INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) SHALL BE A MAX. OF 6" FROM THE CENTERLINE OF THE PARKING SPACE, IT'S SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACE & THE LOWERSIDE SHALL BE ALIGNED WITH THE END OF THE PARKING SPACE LENGTH.12341235418"80"MINAFGVAN ACCESSIBLE80"MINAFGBLUE BACKGROUND1234REFLECTORIZED SIGN CONSTRUCTED OR PORCELAIN STEELWHITE SYMBOL2" DIAMETER GALVANIZED PIPEBLUE BACKGROUND1234REFLECTORIZED SIGN CONSTRUCTED OR PORCELAIN STEELWHITE SYMBOL2" DIAMETER GALVANIZED PIPE5INDICATES STALL IS VAN ACCESSIBLEMINIMUMFINE $250MINIMUMFINE $25012"18"18"12"12480"MINAFGBLUE BACKGROUND1234REFLECTORIZED SIGN CONSTRUCTED OR PORCELAIN STEELWHITE LETTERING AND SYMBOL2" DIAMETER GALVANIZED PIPE17"22"UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT ____OR BY TELEPHONING _____ 35TOW AWAY INFORMATION TO BE FILLED IN PERMANENTLY AS PART OF SIGN PRIOR TO INSTALLATIONAN ADDITIONAL SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH ACCESSIBLE STALL OR SPACE. THE SIGN SHALL NOT BE LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN ONE INCH IN HEIGHT, AND SHALL CLEARLY AND CONSPICUOUSLY STATE THE FOLLOWING:"UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT _______OR BY TELEPHONING _____ ."BLANK SPACES ARE TO BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN. SEETYPICAL ACCESSIBLE PARKING SIGNAGESIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA, AND SHALL BE MOUNTED ON A POST SET IN CONCRETE, 80 INCHES FROM THE BOTTOM OF THE SIGN TO FINISHED GRADE. SIGN SHALL BE REFLECTORIZED WITH A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON A DARK BLUE BACKGROUND. ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL STATE "Minimum Fine $250" SEETYPICAL VAN ACCESSIBLE PARKING SIGNAGESIGN SHALL BE SAME AS ABOVE, WITH ADDITIONAL SIGN "VAN ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. SEEPARKING LOT ACCESSIBILITY SIGNAGET-7D3T-7D3T-7D3NOTE: A PARKING SPACE IDENTIFICATION SIGN SHALL BE VISIBLE FROM EACH PARKING SPACE. SIGNS SHALL BE PERMANENTLY POSTED EITHER IMMEDIATELY AD-ACENT TO THE PARKING SPACE OR WITHIN THE PRO-ECTED PARKING SPACE WIDTH AT THE HEAD END OF THE PARKING SPACE. SIGNS MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR END OF THE PARKING SPACE.MINIMUMFINE $250VAN ACCESSIBLE81$87+25,=('9(+,&/(63$5.(',1'(6,*1$7('$&&(66,%/(63$&(6127',63/$<,1*',67,1*8,6+,1*3/$&$5'62563(&,$//,&(16(3/$7(6,668(')253(56216:,7+',6$%,/,7,(6:,//%(72:('$:$<$77+(2:1(5 6(;3(16(72:('9(+,&/(60$<%(5(&/$,0('$7BBBBBBBBBBBBBBBBBB25%<7(/(3+21,1*BBBBBBBBBBBBBMINIMUMFINE $250NOTE 1: DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A BASE DIAMETER OF 0.9" MIN-0.92" MAX, TAPERING TO 0.45" MIN-0.47" MAX AT THE TOP, A HEIGHT OF 0.2" AND A CENTER TO CENTER SPACING OF 2.3" MIN-2.4" MAX AND A BASE TO BASE SPACING OF 0.65" MIN MEASURED BETWEEN THE MOST ADJACENT DOMES ON A SQUARE GRID. CENTER TO CENTER SPACING OF 1.6" MIN AND 2.4" MAX ACCEPTABLE FOR DOMES IN RADIAL PATTERN. NOTE 2: THE DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, WHETHER LIGHT ON DARK OR DARK ON LIGHT AND 70% MINIMUM WITH ADJACENT WALKING SURFACES. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. CONTRAST SHALL BE DETERMINED BY: CONTRAST=>(B1-B2)/B1@ X 100 PERCENT WHERE B1= LIGHT REFLECTANCE VALUE OF THE LIGHTER AREA, AND B2 = LIGHT REFLECTANCE VALUE OF THE DARKER AREA..65" MINAPART2.3" - 2.4"APART2.3" - 2.4"AT BASE0.9"-0.92"AT TOP.45"-.47"AATYPICAL PLANTYPICAL PLAN SECTION A-A.0.2" HT.TAPERED EDGES WHERE EXPOSEDNOTE 3: IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36" WIDE.NOTE 4: DETECTABLE WARNING SURFACES SHALL BE YELLOW CONFORMING TO FS33538 OF FEDERAL STANDARD 595C.NOTE 5: DETECTABLE WARNINGS AT CURB RAMPS SHALL EXTEND 36 INCHES (914 MM) IN THE DIRECTION OF TRAVEL. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE RAMP RUN LESS 2 INCHES (51 MM) MAXIMUM ON EACH SIDE, EXCLUDING ANY FLARED SIDES. DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST THE CURB IS 6 INCHES (152 MM) MINIMUM AND 8 INCHES (203 MM) MAXIMUM FROM THE LINE AT THE FACE OF THE CURB MARKING THE TRANSITION BETWEEN THE CURB AND THE GUTTER, STREET OR HIGHWAY..ACCESSIBLE ROUTEFEDERAL BLUEFEDERAL WHITESIGN TO BE REFLECTIVECONFIRM DIRECTION WITH ARCHITECT6"REFERENCE FOR ADDITIONAL IDENTIFICATION SIGNAGE REQUIREMENTS.T-6C3ISA PARKING STALL EMBLEM, SEE 18'-0" MIN.9'-0"8'-0" VAN9'-0"CONCRETE WHEEL STOP, SEEACCESSIBLE PARKING SIGN AT EACH ACCESSIBLE SPACE, SEE T-7D24" WIDE STRIPES @ 36" O.C. TYP. (BLUE)4" PARKING STALL STRIPING TYP. (FEDERAL BLUE)NO PARKING12" HIGH LETTERS (WITHIN ACCESS AISLE). COLOR = WHITE1.5%MAX1.5%MAXDIMENSION TO CENTERLINE OF STRIPE, TYP.T-7C3T-7D33'-0"3'-0"ACCESSIBLE AISLEACCESSIBLE ROUTE, MAX SLOPE 1:20, MAX CROSS SLOPE 1:484'-0" MIN.1.5%MAX1.5%MAXT-7B336" O.C.TRUNCATED DOMES, SEE B1-T/77 1/2"5"2"4'-0"7 1/2"2"PRECAST CONCRETE BUMPER5/8" DIAM. x 24" DOWELS34"-38" MAX.27" MAX.12" MIN.EXTENSION AT BOTTOM OF RUN34"-38" MAX.27" MAX.EXTENSION AT TOP OF RUNNOTES: HANDRAILS TO BE PROVIDED AT EACH RAMP RUN. HANDRAILS SHALL RETURN SMOOTHLY TO GUARD, WALL OR LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN. ALL SURFACES SHALL BE SLIP-RESISTANT. 34"-38" MAX34"-38" MAX12"MIN.+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: ProMect Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 _ www.Meffkat]architecture.comSHEET NUMBER:SITEACCESSIBILITYDETAILS220401T-7HVJKRWPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:N.T.S.T-7A1RAMP DETAILSSCALE:1 1/2" = 1'-0"T-7C3INTERNATIONAL SYMBOL OF ACCESSIBILTY PARKING STALL EMBLEMSCALE:1" = 1'-0"T-7D3ACCESSIBLE PARKING SIGNSCALE:3" = 1'-0"T-7D2PARKING SIGNAGESCALE:NONET-7B1DETECTABLE WARNING DETAILSCALE:3" = 1'-0"T-7D4ACCESSIBLE ROUTE SIGNSCALE:1/8" = 1'-0"T-7C1ACCESSIBLE PARKING SPACE - DOUBLESCALE:1" = 1'-0"T-7B3WHEEL STOPSCALE:NTST-7B4RAMP HANDRAILS AND HANDRAIL EXTENSIONSAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 16 of 105 WEST E STREETWEST F STREET3RD STREET4TH STREETENCINITAS HISTORICAL SOCIETY -+/-1,150 SQ. FT.D40TYP.D11D13D12D10D01BUILDING 1BUILDING 2D14D29D29D29D10D43D43D44D15D10D16D17D17D43D18D55D01D0157'-0"D64D65D66D66D66D67D44D44D71D10TYP.D73D40D12D43D43D71D71D89+/- 5%+/-110 SQ. FT.ENCINITAS HISTORICAL SOCIETY -+/-2,450 SQ. FT.6,000 SQ. FT.2,950 SQ. FT.D431. PERFORM ALL DEMOLITION SO THAT THE EXISTING CONSTRUCTION THAT WILL REMAIN IN UNDAMAGED.2. EXTENT OF REMOVAL AS INDICATED IS APPROXIMATE. CONTRACTOR SHALL VERIFY THE EXTENT OF REMOVAL WORK TO PROPERLY ACCOMMODATE THE CONSTRUCTION METHOD. ADDITIONAL REMOVAL AND PATCHING REQUIRED TO ACCOMMODATE NEW CONSTRUCTION SHALL BE CONSIDERED INCIDENT TO NEW WORK.3. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR.4. SEE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR ADDITIONAL DEMOLITION REQUIREMENTS.5. EXTENT OF SAWCUTTING OF THE CONCRETE SLAB ON GRADE AND EXCAVATION IS NOT DEPICTED. THE CONTRACTOR SHALL DETERMINE THE ACTUAL EXTENT OF SAWCUTTING AND EXCAVATION REQUIRED TO ACCOMMODATE THE NEW WORK.6. CONTRACTOR SHALL TONE ALL AREAS OF THE SITE THAT WILL BE AFFECTED BY THE WORK PRIOR TO SAWCUTTING, TRENCHING, EXCAVATION, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO ANY EXISTING INFRASTRUCTURE.7. AREA IS KNOWN TO HAVE ASBESTOS.PROPERTY LINELIMIT OF WORKSETBACK LINEREMOVE EXISTINGEXISTING CONCRETE PAVINGEXISTING LANDSCAPINGEXISTING ASPHALT+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: ProMect Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 _ www.Meffkat]architecture.comSHEET NUMBER:DEMOLITIONSITE PLAN220401AD1.1HVJKRWPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1" = 20'-0"AD1.1D1DEMO SITE PLANCONSTRUCTION NOTESD01 DEMO EXISTING STRUCTURED10 REMOVE PORTION OF AC PAVING, SEE CIVILD11 REMOVE PARKING STRIPINGD12 EXISTING +8'-0" FENCE TO REMAIN, PROTECT IN PLACED13 EXISTING CMU SITE WALL TO REMAIN, PROTECT IN PLACED14 ROOF OUTLINED15 EXISTING TRASH ENCLOSURE, NOT IN SCOPED16 EXISTING ROLLING CHIANLINK GATE TO REMAIN, PROTECT IN PLACED17 EXISTING LANDSCAPING TO BE MAINTAINEDD18 EXISTING CHAINLINK GATE - PROTECT AND MAINTAIND29 REMOVE BLEACHERSD40 EXISTING LOOSE GRAVEL INFILL TO REMAIN, SEE CIVILD43 REMOVE EXISTING HANDRAILD44 REMOVE CONCRETE RAMP, SEE CIVILD55 EXISTING GATE TO REMAIN, REPAIR AS NECESSARY AND PREP FOR PAINTD64 REMOVE EXISTING SHED STRUCTURE AND CONCRETE PADD65 EXISTING CONCRETE CURB AND TROUGH TO REMAIN, PROTECT IN PLACED66 REMOVE PORTION OF EXISTING CONCRETE CURB AND GUTTER ASNECESSARY AT NEW FOUNDATION LOCATIONSD67 REMOVE RAISED CONCRETE PLINTHD71 DEMO PORTION OF EXISTING CONCRETE BLOCK RETAINING WALL, SEECIVILD73 REMOVE POLETOP FIXTURE AND FOUNDATION - SEE ELECTRICALD89 EXISTING CONCRETE DRIVEWAY TO REMAIN, PROTECT IN PLACEDEMOLITION NOTESLEGENDAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 17 of 105 TYP.D31TYP.D32TYP.D33TYP.D30D35TYP.D36D33TYP.D32TYP.D31TYP.D35D35D35TYP.D38D37TYP.D38TYP.D38TYP.D38D50D37D37D37D37D37D37BCADEF12345D46D45D45D45D45D45D45D45D45D45D45D45D45TYP.D39TYP.D39TYP.D48D45D45TYP.D39TYP.D39D49D49D28D47D47D47D47D47D47D46D46D33D35D50D52D53D53D53D53D53D53D53D37D35D35D84TYP.D52D37D33D33D37D37D51TYP.D50TYP.D50TYP.D50TYP.D50TYP.D50TYP.D50D34D56D53D52D52D50TYP.D50D53TYP.D68D72D36TYP.D85D35D86D86D87D56D51D86D86D86D86D86D861. PERFORM ALL DEMOLITION SO THAT THE EXISTING CONSTRUCTION THAT WILL REMAIN IN UNDAMAGED.2. EXTENT OF REMOVAL AS INDICATED IS APPROXIMATE. CONTRACTOR SHALL VERIFY THE EXTENT OF REMOVAL WORK TO PROPERLY ACCOMMODATE THE CONSTRUCTION METHOD. ADDITIONAL REMOVAL AND PATCHING REQUIRED TO ACCOMMODATE NEW CONSTRUCTION SHALL BE CONSIDERED INCIDENT TO NEW WORK.3. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR.4. SEE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR ADDITIONAL DEMOLITION REQUIREMENTS.5. EXTENT OF SAWCUTTING OF THE CONCRETE SLAB ON GRADE AND EXCAVATION IS NOT DEPICTED. THE CONTRACTOR SHALL DETERMINE THE ACTUAL EXTENT OF SAWCUTTING AND EXCAVATION REQUIRED TO ACCOMMODATE THE NEW WORK.6. CONTRACTOR SHALL TONE ALL AREAS OF THE SITE THAT WILL BE AFFECTED BY THE WORK PRIOR TO SAWCUTTING, TRENCHING, EXCAVATION, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO ANY EXISTING INFRASTRUCTURE.7. AREA IS KNOWN TO HAVE ASBESTOS AND LEAD.REMOVE EXISTINGEXISTING TO REMAIN+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: ProMect Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 _ www.Meffkat]architecture.comSHEET NUMBER:DEMOLITIONFLOOR PLAN220401AD2.1HVJKRWPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/8" = 1'-0"AD2.1C1DEMOLITION FLOOR PLANCONSTRUCTION NOTESD53 REMOVE GLAZING FRAME THIS PORTION ABOVE. REPAIR ADJOINGGLAZING FRAME AND PREP OPENING TO RECEIVE NEW SHEAR WALLD56 REMOVE WINDOW GLAZING AND FRAMED68 REMOVE EXTERIOR DOOR AND FRAME. PREP OPENING TO RECEIVE NEWGLAZED DOORD72 REMOVE RAISED CONCRETE FLOOR, KNEE WALL & FOUNDATION FORNEW CHAIR LIFTD84 REMOVE LAVATORYD85 REMOVE ALL ABANDONED PIPES, CONDUITS, FIXTURES, VENTS, ECT. ONEXTERNAL AND INTERIOR WALLS, TYP.D86 DEMO SLAB TO REINFORCE FOOTINGD87 EXISTING STAIR TREADS TO REMAIN, REPAIR AS NECESSARY AND PREPFOR FLOORINGCONSTRUCTION NOTESD28 REMOVE EYEWASH STATIOND30 REMOVE DOOR LEAF & FRAMED31 REMOVE URINAL, SEE PLUMBINGD32 REMOVE TOILET PARTITIOND33 REMOVE TOILET, SEE PLUMBINGD34 EXISTING GATE TO REMAIN, PROTECT IN PLACED35 REMOVE COUNTERTOP AND CABINETRYD36 REMOVE DRINKING FOUNTAIND37 REMOVE GYP. BD. PANELS/SUBSTRATE BOTH SIDES OF INTERIOR WALL,PREP TO RECEIVE NEW PLYWOOD - SEE STRUCTURAL.D38 REMOVE WINDOW GLAZING ON FIXED PANEL AND OPERABLE WINDOWS- STRIP ALL LEAD BASED PAINT AND PREP FOR NEW PAINTD39 EXISTING OPERABLE WINDOW FRAME TO REMAIN, REPAIR ASNECESSARY, REMOVE EXISTING LEAD-BASED PAINT AND PREP FOR NEWPAINTD45 REMOVE BROADLOOM CARPETING THROUGHOUTD46 REMOVE SHEET VINYL FLOORING THROUGHOUTD47 REMOVE TERRAZO FLOORING AND WAINSCOT THROUGHOUTD48 REMOVE EXTERIOR STOREFRONTD49 REMOVE GUARDRAIL/HANDRAIL AT STAIR AND LANDINGD50 REMOVE INTERIOR GYPSUM BOARD SUBSTRATE AND ANY INSULATIOND51 REMOVE BOARDING AND FRAMING. PREP OPENING TO RECEIVE NEWGLAZINGD52 REMOVE STUCCO, SUBSTRATE, STUDS AND PREP AREA TO RECEIVE NEWSTUDS AND SHEATHING PER STRUCTURALDEMOLITION NOTESLEGENDAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 18 of 105 BCADEF12345TYP.D59D60TYP.D61TYP.D62D88D92D88D88D88TYP.D93TYP.D94D571. PERFORM ALL DEMOLITION SO THAT THE EXISTING CONSTRUCTION THAT WILL REMAIN IN UNDAMAGED.2. EXTENT OF REMOVAL AS INDICATED IS APPROXIMATE. CONTRACTOR SHALL VERIFY THE EXTENT OF REMOVAL WORK TO PROPERLY ACCOMMODATE THE CONSTRUCTION METHOD. ADDITIONAL REMOVAL AND PATCHING REQUIRED TO ACCOMMODATE NEW CONSTRUCTION SHALL BE CONSIDERED INCIDENT TO NEW WORK.3. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR.4. SEE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR ADDITIONAL DEMOLITION REQUIREMENTS.5. EXTENT OF SAWCUTTING OF THE CONCRETE SLAB ON GRADE AND EXCAVATION IS NOT DEPICTED. THE CONTRACTOR SHALL DETERMINE THE ACTUAL EXTENT OF SAWCUTTING AND EXCAVATION REQUIRED TO ACCOMMODATE THE NEW WORK.6. CONTRACTOR SHALL TONE ALL AREAS OF THE SITE THAT WILL BE AFFECTED BY THE WORK PRIOR TO SAWCUTTING, TRENCHING, EXCAVATION, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO ANY EXISTING INFRASTRUCTURE.7. AREA IS KNOWN TO HAVE ASBESTOS AND LEAD.REMOVE SURFACE MOUNTED CEILING TILEREMOVE GYPSUM BOARD CEILINGREMOVE EXISTINGEXISTING TO REMAIN+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: ProMect Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 _ www.Meffkat]architecture.comSHEET NUMBER:DEMOLITIONREFLECTEDCEILING PLAN220401AD2.2HVJKGGPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/8" = 1'-0"AD2.2D1DEMOLITION REFLECTED CEILING PLANCONSTRUCTION NOTESD57 OPENING AT REMOVED SKYLIGHT TO BE FRAMED IN FOR NEW CEILINGFINISHD59 REMOVE SURFACE MOUNTED ACOUSTIC TILE AND BLOCKING TOUNDERSIDE OF STRUCTURED60 REMOVE STUCCO CEILINGD61 REMOVE GYP. BD. CEILING AND BLOCKING TO UNDERSIDE OF STRUCTURED62 EXISTING EXTERIOR STUCCO SOFFIT TO REMAIN - REPAIR AS NECESSARYAND PREP FOR PAINTD88 EXISTING STEEL POSTS, REPAIR AS NECESSARY AND PREP FOR PAINTD92 REMOVE STEEL POSTD93 REMOVE EXISTING EXTERIOR RECESSED CAN LIGHT, SEE ELECTRICALD94 EXISTING STUCCO SOFFIT TO REMAIN, REPAIR AND PREP FOR PAINTDEMOLITION NOTESDEMO RCP LEGENDAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 19 of 105 D69D690:121:12TYP.D70D901. PERFORM ALL DEMOLITION SO THAT THE EXISTING CONSTRUCTION THAT WILL REMAIN IN UNDAMAGED.2. EXTENT OF REMOVAL AS INDICATED IS APPROXIMATE. CONTRACTOR SHALL VERIFY THE EXTENT OF REMOVAL WORK TO PROPERLY ACCOMMODATE THE CONSTRUCTION METHOD. ADDITIONAL REMOVAL AND PATCHING REQUIRED TO ACCOMMODATE NEW CONSTRUCTION SHALL BE CONSIDERED INCIDENT TO NEW WORK.3. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR.4. SEE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR ADDITIONAL DEMOLITION REQUIREMENTS.5. EXTENT OF SAWCUTTING OF THE CONCRETE SLAB ON GRADE AND EXCAVATION IS NOT DEPICTED. THE CONTRACTOR SHALL DETERMINE THE ACTUAL EXTENT OF SAWCUTTING AND EXCAVATION REQUIRED TO ACCOMMODATE THE NEW WORK.6. CONTRACTOR SHALL TONE ALL AREAS OF THE SITE THAT WILL BE AFFECTED BY THE WORK PRIOR TO SAWCUTTING, TRENCHING, EXCAVATION, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO ANY EXISTING INFRASTRUCTURE.7. AREA IS KNOWN TO HAVE ASBESTOS.REMOVE EXISTINGEXISTING TO REMAIN+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: ProMect Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 _ www.Meffkat]architecture.comSHEET NUMBER:DEMOLITIONROOF PLAN220401AD2.4HVJKGGPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/8" = 1'-0"AD2.4D1DEMOLITION ROOF PLANCONSTRUCTION NOTESD69 REMOVE BUILT-UP ROOFING, COPINGS, FLASHINGS, ETC AND EXPOSEROOF SUBSTRATE - PREP TO RECEIVE NEW SUBSTRATE ON TOP OF EXISTING,SEE STRUCTURALD70 REMOVE SKYLIGHT, REPAIR AND CLOSE OPENING - SEE STRUCTURALD90 REMOVE RAKE EDGE FLASHINGS AND REPAIR STUCCO IF DAMAGEDDEMOLITION NOTESLEGENDAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 20 of 105 D77D79D74OPEND28D79D81D77D76D74TYP.D68D53D52D75D52TYP.D39D52D53D53TYP.D91D77D79D81TYP.D91D74D76D75D77TYP.D78D79D80D75D751 2 3 4TYP.D911. PERFORM ALL DEMOLITION SO THAT THE EXISTING CONSTRUCTION THAT WILL REMAIN IN UNDAMAGED.2. EXTENT OF REMOVAL AS INDICATED IS APPROXIMATE. CONTRACTOR SHALL VERIFY THE EXTENT OF REMOVAL WORK TO PROPERLY ACCOMMODATE THE CONSTRUCTION METHOD. ADDITIONAL REMOVAL AND PATCHING REQUIRED TO ACCOMMODATE NEW CONSTRUCTION SHALL BE CONSIDERED INCIDENT TO NEW WORK.3. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR.4. SEE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR ADDITIONAL DEMOLITION REQUIREMENTS.5. EXTENT OF SAWCUTTING OF THE CONCRETE SLAB ON GRADE AND EXCAVATION IS NOT DEPICTED. THE CONTRACTOR SHALL DETERMINE THE ACTUAL EXTENT OF SAWCUTTING AND EXCAVATION REQUIRED TO ACCOMMODATE THE NEW WORK.6. CONTRACTOR SHALL TONE ALL AREAS OF THE SITE THAT WILL BE AFFECTED BY THE WORK PRIOR TO SAWCUTTING, TRENCHING, EXCAVATION, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO ANY EXISTING INFRASTRUCTURE.7. AREA IS KNOWN TO HAVE ASBESTOS AND LEAD.REMOVE EXISTINGEXISTING TO REMAIN+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: ProMect Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 _ www.Meffkat]architecture.comSHEET NUMBER:DEMOLITIONEXTERIORELEVATIONS220401AD3.1HVJKRWPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024CONSTRUCTION NOTESD28 REMOVE EYEWASH STATIOND39 EXISTING OPERABLE WINDOW FRAME TO REMAIN, REPAIR AS NECESSARY,REMOVE EXISTING LEAD-BASED PAINT AND PREP FOR NEW PAINTD52 REMOVE STUCCO, SUBSTRATE, STUDS AND PREP AREA TO RECEIVE NEWSTUDS AND SHEATHING PER STRUCTURALD53 REMOVE GLAZING FRAME THIS PORTION ABOVE. REPAIR ADJOINGGLAZING FRAME AND PREP OPENING TO RECEIVE NEW SHEAR WALLD68 REMOVE EXTERIOR DOOR AND FRAME. PREP OPENING TO RECEIVE NEWGLAZED DOORD74 REMOVE STOREFRONTD75 REMOVE THIS PORTION OF GLAZINGD76 REMOVE STUCCO AND SUBSTRATED77 REMOVE METAL ROOF EDGINGD78 SAW CUT PORTION OF CONCRETE TROUGHD79 CHECK EAVES BOARD FOR ANY DAMAGE. REPLACE AS REQUIREDD80 EXCAVATE PER STRUCTURAL TO REINFORCE FOUNDATIOND81 REMOVE WOOD STRUCTURE WITH STEEL POSTS. GRIND DOWN CUT STEELPOST TO FLOOR LEVEL TO ENSURE SAFETYD91 EXISTING STUCCO, REPAIR AS NECESSARY AND PREP FOR PAINT - SEE FINISHSCHEDULE AND C4/A7.2SCALE:1/8" = 1'-0"AD3.1C1DEMO BUILDING 1 - EAST ELEVATIONSCALE:1/8" = 1'-0"AD3.1B1DEMO BUILDING 1 - SOUTH ELEVATIONSCALE:1/8" = 1'-0"AD3.1C3DEMO BUILDING 1 - WEST ELEVATIONSCALE:1/8" = 1'-0"AD3.1A1DEMO BUILDING 1 - NORTH ELEVATIONDEMOLITION NOTESLEGENDAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 21 of 105 D82D75D75TYP.D39TYP.D36D77D79D531 2 3 4 5 6 7 8 9 101 2 3 4 5 6 7 8TYP.D38TYP.D39TYP.D91D83D77D79TYP.D36D56TYP.D91D53TYP.D38TYP.D39TYP.D91D77D79D56D51TYP.D30TYP.D36D77TYP.D911. PERFORM ALL DEMOLITION SO THAT THE EXISTING CONSTRUCTION THAT WILL REMAIN IN UNDAMAGED.2. EXTENT OF REMOVAL AS INDICATED IS APPROXIMATE. CONTRACTOR SHALL VERIFY THE EXTENT OF REMOVAL WORK TO PROPERLY ACCOMMODATE THE CONSTRUCTION METHOD. ADDITIONAL REMOVAL AND PATCHING REQUIRED TO ACCOMMODATE NEW CONSTRUCTION SHALL BE CONSIDERED INCIDENT TO NEW WORK.3. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR.4. SEE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR ADDITIONAL DEMOLITION REQUIREMENTS.5. EXTENT OF SAWCUTTING OF THE CONCRETE SLAB ON GRADE AND EXCAVATION IS NOT DEPICTED. THE CONTRACTOR SHALL DETERMINE THE ACTUAL EXTENT OF SAWCUTTING AND EXCAVATION REQUIRED TO ACCOMMODATE THE NEW WORK.6. CONTRACTOR SHALL TONE ALL AREAS OF THE SITE THAT WILL BE AFFECTED BY THE WORK PRIOR TO SAWCUTTING, TRENCHING, EXCAVATION, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO ANY EXISTING INFRASTRUCTURE.7. AREA IS KNOWN TO HAVE ASBESTOS AND LEAD.REMOVE EXISTINGEXISTING TO REMAIN+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: ProMect Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 _ www.Meffkat]architecture.comSHEET NUMBER:DEMOLITIONEXTERIORELEVATIONS220401AD3.2HVJKRWPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024CONSTRUCTION NOTESD30 REMOVE DOOR LEAF & FRAMED36 REMOVE DRINKING FOUNTAIND38 REMOVE WINDOW GLAZING ON FIXED PANEL AND OPERABLE WINDOWS -STRIP ALL LEAD BASED PAINT AND PREP FOR NEW PAINTD39 EXISTING OPERABLE WINDOW FRAME TO REMAIN, REPAIR AS NECESSARY,REMOVE EXISTING LEAD-BASED PAINT AND PREP FOR NEW PAINTD51 REMOVE BOARDING AND FRAMING. PREP OPENING TO RECEIVE NEWGLAZINGD53 REMOVE GLAZING FRAME THIS PORTION ABOVE. REPAIR ADJOINGGLAZING FRAME AND PREP OPENING TO RECEIVE NEW SHEAR WALLD56 REMOVE WINDOW GLAZING AND FRAMED75 REMOVE THIS PORTION OF GLAZINGD77 REMOVE METAL ROOF EDGINGD79 CHECK EAVES BOARD FOR ANY DAMAGE. REPLACE AS REQUIREDD82 REMOVE STUCCO. REPLACE SUBSTRATE IF DAMAGEDD83 REMOVE RAILINGD91 EXISTING STUCCO, REPAIR AS NECESSARY AND PREP FOR PAINT - SEE FINISHSCHEDULE AND C4/A7.2SCALE:1/8" = 1'-0"AD3.2A1DEMO BUILDING 2 - EAST ELEVATIONSCALE:1/8" = 1'-0"AD3.2C1DEMO BUILDING 2 - NORTH ELEVATIONSCALE:1/8" = 1'-0"AD3.2C3DEMO BUILDING 2 - SOUTH ELEVATIONSCALE:1/8" = 1'-0"AD3.2B1DEMO BUILDING 2 - WEST ELEVATIONDEMOLITION NOTESLEGENDAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 22 of 105 SEE GENERAL NOTE FOR DEMOLITION SCOPE OF WORKSEE GENERAL NOTE FOR DEMOLITION SCOPE OF WORK0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:CITY SUBMITTAL 08/11/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 _ www.jeffkat]architecture.comBID SET 08/30/22MECHANICALDEMOLITIONFIRST FLOORPLAN210406MD1.1JPDILPPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/8" = 1'-0"MD1.11MECHANICAL DEMO FIRST FLOOR PLANKEYNOTESGENERAL NOTES1. All MECHANICAL WORK INCLUDING DUCTWORK, EQUIPMENT, SUPPORT SYSTEMS, CONTROLS, AND ALL ASSOCIATED COMPONENTS IN THE DASHED AREAS SHALL BE DEMOLISHED.APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 23 of 105 DEMOLISH ALL ABOVE GRADE WATER, VENT, AND GAS PIPING SYSTEMS, FIXTURES AND EQUIPMENT IN THIS AREA. DEMOLISH ALL ABOVE GRADE WATER, VENT, AND GAS PIPING SYSTEMS, FIXTURES AND EQUIPMENT IN THIS AREA.4"W EXISTING TO REMAIN. HYDROJET AND INSPECT ALL WASTE PIPING TO BE REUSED AND REPAIR AS REQUIRED. 4"W EXISTING TO REMAIN. HYDROJET AND INSPECT ALL WASTE PIPING TO BE REUSED AND REPAIR AS REQUIRED. %%&&$$'(())0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:ISSUED FOR CONSTRUCTIONCITY SUBMITTAL 08/11/22BID SET08/30/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 _ www.jeffkat]architecture.comPLUMBINGDEMOLITIONFIRST FLOORPLAN210406PD1.1CIDILPPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/8" = 1'-0"PD1.11PLUMBING DEMO FIRST FLOOR PLANGENERAL NOTES1. ALL ABOVE GRADE PIPING SHALL BE DEMOLISHED AND REMOVED FROM SITE.2. ALL PLUMBING FIXTURES AND PIIPNG IN HATCHED AREA TO BE REMOVED FROM SITE.SHEET NOTESAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 24 of 105 86 86868686868686868686868686 868686%&$'();';';';';';';';';';';';'ϵϭϱϬ,^W<Z͕^dϮϮϬ^E/'K͕ϵϮϭϮϯǁǁǁ͘>EĐŽŶƐƵůƚŝŶŐ͘ĐŽŵ'ZR0Q'#06100#6*#05 1 0 .#64+%'%.'4''4')+56'4'&241('55+10#.'0 )+0 56#6'1(%#.+(140+#Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILDINGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:DEMOLITIONFLOOR PLAN005-138E1.1RMANNRPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1" = 10'-0"E1.11ELECTRICAL DEMO PLAN*(1(5$/127(6'(02 '(02/,6+$///,*+7,1*),;785(6/,*+7,1*'(9,&(632:(5'(9,&(6$1'(/(&75,&$/(48,30(17$1'%5$1&+&,5&8,76%$&.726285&(6+((7.(<127(6'(02/,6+(;,67,1*(/(&75,&$/6(59,&(&225',1$7(287$*(:,7+6'* (35,2572'(02/,7,21'(02/,6+(;,67,1*/,*+7),;785(635(6(9(%5$1&+&,5&8,7)255($86(7<3,&$/6'* (72'(02/,6+(;,67,1*6'* (75$16)250(5ED1.1APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 25 of 105 PROPOSED GRADING QUANTITIESCUT: 40-cyMAX CUT HEIGHT: 3.7-ftFILL: 0MAX FILL HEIGHT: 0NET: 40-cy EXPORT WATER AGENCY STANDARDS (SDWAS.ORG) WATER AGENCY STANDARDS (SDWAS.ORG)IRRIRRIRRGRADE BREAK, TOP OR TOE OF SLOPEIRRIGATION SLEEVEFSFIRE SERVICE LINEGRADES PER PLANSEGMENTAL BLOCK RETAINING WALL1ST BUILDING 08/12/22DEPARTMENTSUBMITTALBID SET 08/30/22APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 26 of 105 CONCRETE JOINTSC2.0AEXISTINGBLDG3:1 MAXEXISTINGGRADEC2.0BEXISTINGBLDGN.T.S.N.T.S.EXISTING STORMDRAIN INLETNEW LANDSCAPINGREDWOODHEADERAC SAWCUT/PATCHEXISTING GRADE47.5'1" GRIND AND OVERLAY EX ACMNEW LANDSCAPINGEX SWK4.0'5.5'12.0'1.0'LSEX CONC3.0'RAMP GRADEVARIES 93.3 TO 95.5RAMP WITHHANDRAILSPER ARCHGRADE VARIES95.0 TO 97.0SEGMENTAL BLOCK WALLPER PLAN (MAX RET HT = 3.7')ROW12.9'CONCRETE JOINTS2INSTALL RAILING BEHINDWALL PER ARCH WHEREDROP EXCEEDS 2.5'.UTILITY TRENCH4CONCRETE JOINTSFIRE RISER5NOTE: REFERENCESTRUCTURAL PLANS FORDETAIL ON EX FOOTINAND CUTTING THROUGHEXISTING SLAB2' BENCH1ST BUILDING 08/12/22DEPARTMENTSUBMITTALBID SET 08/30/22APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 27 of 105 EXISTINGCONDITIONSPLANC3.0EXISITNGDRIVEWAYCONCRETE30'-1/4"EXISITNGDRIVEWAYCONCRETE320.53'260.40'60.00'20.00'6.7%0.1%5.5%EXGRAVELEXGRAVELEXGRAVELEX ACEX ACEX AC28'46'18'18'2310'PROJECT BENCHMARK2 1/2" BRASS DISC ELEV= 93.49'1ST BUILDING 08/12/22DEPARTMENTSUBMITTALBID SET 08/30/22APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 28 of 105 SLOPEANALYSISC3.10.5% 1.0% 1.4%EXISTING DRIVEWAY(CONCRETE)SLOPE CATEGORIESLESS THAN 25% SLOPE (2.6 ACRES)25 TO 40% SLOPE (0.02 ACRES)GREATER THAN 40% SLOPE (0.2 ACRES)AVERAGE LOT SLOPE: 1.0%20'-0"20'-0"20'-0"STREETSIDESETBACKFRONTYARDSETBACKSTREETSIDESETBACK10'-0"REARYARDSETBACK1ST BUILDING 08/12/22DEPARTMENTSUBMITTALBID SET 08/30/22APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 29 of 105 IMPROVEMENTPLANC4.0W W W W W W W WWWWWWWSD INLETWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W GAS G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A SGAS GASWCOMMVAULTSDSDSDSDSDSDSDSDSD WWWWWW EEEEE EX WATERVALVEE STREETEX GRATEDINLETSEG BLOCK WALL PER A/C2.0 AND SPECS AT RIGHT. INSTALLRAILING BEHIND WALL PER ARCH WHERE DROP EXCEEDS 2.5'.P96.0(P ~97.4)(P~93.0)EX GATEEX STACKBLOCK WALL(97.0)(P~93.3)40'-0"93.43:1REBUILD SEG BLOCK WALL (RET HT 3-FT TO 0)19'-0"SAWCUT/MATCHEX JOIN ATNEAREST JOINT(P ~97.2)(P ~94.5)19'-0"RAMP WITHHANDRAILSLSLSLSAC SAWCUT/PATCHLSLSLSLSCONCCONCCONCCONCCONCCONCCONCCOCOCONCNDRA1" GRIND ANDOVERLAY EX ACCONCSAWCUT/JOIN ATNEAREST JOINTLS8.0%1.5%8.0%4.8%EEE LIMIT OF WORKLIMIT OF WORKC2.0BREDWOODHEADERASPHALTIC CONCRETE PAVING: TYPE III CLASS C2 PER SSPWC SECTION 400-4, ASPHALT TYPE AR-4000 PERSSPWC SECTION 203-1. MATCH EX PAVEMENT SECTIONS.ASPHALT GRIND AND OVERLAY: 1" MIN GRIND, APPLY TACK TO SURFACE PER SSPWC SECTION 302-5.4, OVERLAY WATER SERVICE (DOMESTIC): 1.5" SCH-80 PVC. TRENCH/RESURFACING PER DET 2/C2.0.FIRE SERVICE: 4" C-900 PVC CL 250 PER WAS WF-05. TRENCH/RESURFACING PER DET 2/C2.0 AND SDRSD G-25ATYPE A. THRUST BLOCKS AT ALL BENDS PER WAS WT-01.IRRIGATION SLEEVES: 3" SCH-40 PVC, INSTALLED 18" DEEP, EXTENDING 12" BEYOND EDGES OF PAVEMENT FORFUTURE USE/ACCESS.SEGMENTAL BLOCK WALL: MATCH EXISTING STYLE, COLOR, AND MANUFACTURER (OR EQUIVALENT) OFEXISTING WALLS. INSTALL PER MANUFACTURER SPECIFICATIONS.REDWOOD HEADER: 2"x6" WOOD HEADER PER SSPWC SECTION 204-2 (OR PRESERVATIVE TREATED DOUGLASFIR) HELD WITH 18" STREEL STAKES @ 4' O.C. ATTACHED WITH (2) NO. 18 GALVANIZED NAILS12'-0"48'-6"4'-5 3/4"LSLSINSTALL 1.5" RPDABFP PER WAS WR-01EX WATER SERVICE/METER (1.5"),PROTECT IN PLACE18'-6"18'-6"3'-0"3'-0"1'-0" 1'-0" 1'-0"1'-0"1'-0"12'-6"22'-0"5'-6"LS5'-0"1'-0"3'-0"1'-0"5'-0"1'-0"3'-0"LS83'-5"52'-0"49'-7 3/4"48'-6"SAWCUT AC/REDWOOD HEADERSAWCUT AC/REDWOODHEADERSAWCUT AC/REDWOODHEADERW W WWWWWWWWWWWWWWWWWWWWWWWWWABANDON EXWATER LINESABANDON EXWATER LINESCONNECTTO EX 1.5"WATER LINE PERSPECS AT RIGHTWATER POC PERPLUMBING PLANWATER POC PERPLUMBING PLANELEC/COMM PERELEC PLANCC C C C1. FOR AREAS OF NEW OR REPLACED CONCRETE PAVING, CONTRACTOR TO ENSURE AS-BUILT SLOPE NOGREATER THAN 2% IN ANY DIRECTION. ADVISE ENGINEER WHERE ISSUES OR CONCERNS WITHACHIEVING.2. LOCATION OF SITE SEWER LINES ARE UNKNOWN. CONTRACTOR TO LOCATE, CONFIRM SIZE, PIPEMATERIAL, AND SLOPE, AND HYDROJET AND INSPECT EX SEWER LINES SERVING BUILDINGS TODETERMINE IF EXISTING SEWER LINES CAN BE UTILIZED TO SATISFACTION OF THE CITY. PROPOSEDBUILDING SEWER PIPING SHALL BE CONNECTED TO EX ONSITE PIPING AT 2% MIN SLOPE. IF EXISTINGSEWER LINES CANNOT BE PROTECTED AND UTILIZED, CONTRACTOR SHALL NOTIFY THE ENGINEER TOPROVIDE NEWER SEWER LINE DESIGN. REFERENCE THE PLUMBING PLANS FOR ADDITIONALDIRECTION/INFORMATION AND LOCATION OF PROPOSED BUILDING POC'S.3. REFERENCE EROSION CONTROL PLANS C6.0 AND C6.1 FOR TREATMENT OF DISTURBED SOILS. ALLDISTURBED SOILS SHALL RECIEVE MULCH. COBBLE DISSIPATION SHALL BE INSTALLED AT EACHDOWNSPOUT DISCHARGE POINT (REFERENCE ARCH PLANS FOR DETAILS)4. REFERENCE ARCHITECTURAL PLANS FOR BUILDING IMPROVEMENTS (NOT SHOWN HERE). ALSOREFERENCE ARCHITECTURAL PLANS FOR SIGNING AND STRIPING, TRUNCATED DOMES, CONCRETESURFACE MATERIALS, FENCING, ETC.1.0%21'-0"P 96.91.0%4.5%5'-6"28'-0"16'-0"NOTE TO CONTRACTOR________________________SPECIFICATIONS____________________________SD S D S D S D S D S D S D SD SD SD SD SD SD SDIRR IRR IRR4" RPDA BFP w/FDC PER WAS WR-02WWWWWWWWWWWWWWWWWWWWWWWWWWW6" AC WATER MAIN95.5 LANDINGPED CONC PAVINGPER ARCHSTUB TO FIRE RISERPER DET 5/C2.0PROTECT EX TREECONNECT TO EX 6" AC WITH 6"x4" TEE AND 4"GV PER WAS WF-05. LATERAL AND TRENCHRESURFACING PER SPECS AT RIGHT.TRANSFTRANSF. PAD (58"Dx77"W) PER SDGESTDS (ELEV 6" ABOVE ADJ SW)1.0%1.0%1.0%REPLACE S/WJOINT TO JOINTFSFSFS C2.0AIRR SLEEVE PERSPECS AT RIGHTIRR IRR IRRIRR SLEEVE PERSPECS AT RIGHTIRR IRR IRRIRR SLEEVE PERSPECS AT RIGHTIRRIRRIRRIRR SLEEVE PERSPECS AT RIGHTIRRIRRIRR IRR SLEEVE PERSPECS AT RIGHT28'46'18'18'2310'PROJECT BENCHMARK 2 1/2"BRASS DISC ELEV = 93.49'FS F S F S F S F S FSRAMP WITHHANDRAILS1ST BUILDING 08/12/22DEPARTMENTSUBMITTALBID SET 08/30/22APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-2022CL 305, DR-142022-09-06Special Meeting Item #01Page 30 of 105 City of Encinitas Stormwater Intake Form for All Developments and Standard / Basic Project SWQMP Project Identification Project/Applicant Name: Permit/Application Number: Date: Site Address: APN: Scope of work/project description: Determination of Project Status and Requirements This form will identify permanent, post construction BMP requirements. Refer to City of Encinitas Stormwater BMP Design Manual for guidance. Step 1: Is the project a "development project"? Development projects are defined as "construction, rehabilitation, redevelopment, or reconstruction of any public or private projects". See Section 1.3 and Table 1-2 of the manual for guidance. For example, interior remodels, roof replacements, and electrical and plumbing work are not development projects. ŌYesGo to Step 2. ŌNo Stop.Permanent BMP requirements do not apply. No SWQMP will be required. Provide discussion below. If “No”, provide discussion / justification explaining why the project is not a "development project": Step 2: Complete questions below for Project Type Determination. The project is (select one): Ō New Development Ō Redevelopment The total proposed, newly created and/or replaced impervious area is: _________________ ft2Is the project in any of the following categories, (a) through (f) below? YesŌNo Ō(a) New development projects or redevelopment projects that create and/or replaced 10,000 square feet or more of impervious surfaces (collectively over the entire project site). This includes commercial, industrial, residential, mixed-use, and public development projects. YesŌNo Ō(b) Redevelopment projects that create and/or replace 5,000 square feet or more of impervious surface (collectively over the entire project site on an existing site of 10,000 square feet or more of impervious surfaces). This includes commercial, industrial, residential, mixed-use, and public development projects. YesŌNo Ō(c) New and redevelopment projects that create and/or replace 5,000 square feet or more of impervious surface (collectively over the entire project site), and support one or more of the following uses: (i) Restaurants. This category is defined as a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (SIC code 5812). 424CITY OF ENCINTAS - PACIFIC VIEW SCHOOL7/5/22390 W F St - 92024258-151-22MINOR REMODEL OF EXISTING SCHOOLSEG BLOCK WALL PER A/C2.0 AND SPECS AT RIGHT. INSTALLRAILING BEHIND WALL PER ARCH WHERE DROP EXCEEDS 2.5'.P 96.0RAMP WITHHANDRAILS93.43:1REBUILD SEG BLOCK WALL (RET HT 3-FT TO 0)SAWCUT/MATCHEX JOIN ATNEAREST JOINTRAMP WITHHANDRAILSLSLSLSAC SAWCUT/PATCHLSLSLSLSCONC1" GRIND ANDOVERLAY EX ACSAWCUT/JOIN ATNEAREST JOINTLS8.0%1.5%8.0%4.8%LIMIT OF WORKLIMIT OF WORKREDWOODHEADERLSLSLSLSSAWCUT AC/REDWOOD HEADERSAWCUT AC/REDWOODHEADERSAWCUT AC/REDWOODHEADER1.0%P 96.91.0%4.5%95.5 LANDINGPED CONC PAVINGPER ARCHPROTECT EX TREETRANSF. PAD (58"Dx77"W) PER SDGESTDS (ELEV 6" ABOVE ADJ SW)1.0%1.0%1.0%REPLACE S/WJOINT TO JOINTIRR SLEEVE PERSPECS AT RIGHTIRR SLEEVE PERSPECS AT RIGHTIRR SLEEVE PERSPECS AT RIGHTIRR SLEEVE PERSPECS AT RIGHTIRR SLEEVE PERSPECS AT RIGHTBMP PLANC5.08.0%4.8%1.0%1.0%1.0%502.28 sf8.0%1.5%.0%1.0%4.5%411.71 sf270.8 sf46.13 sf21 sf20.76 sf21 sf1121.01 sf 19.01 sf CONCCONCONCSPECCONCONCCCONCCONCNCCONCCCCOONNCCCCONCOCLSSAWCUT AC/REDWOODHEADERSC-2SD-6LSff20200LSsf2LSSLSffffff91919919999 LSSLS212121212121 sfsfffsffsf LSsfssfs LSSD-5SD-555555555555555555555555555555555524.48 sfLSLSRsfsfffStormwater Intake Form for All Developments Page 2 of 5 and Standard / Basic Project SWQMP (ii) Hillside development projects. This category includes development on any natural slope that is twenty-five percent or greater. (iii) Parking lots. This category is defined as a land area or facility for the temporary parking or storage of motor vehicles used personally, for business, or for commerce. (iv) Streets, roads, highways, freeways, and driveways. This category is defined as any paved impervious surface used for the transportation of automobiles, trucks, motorcycles, and other vehicles. YesŌNo Ō(d) New or redevelopment projects that create and/or replace 2,500 square feet or more of impervious surface (collectively over the entire project site), and discharge directly to an Environmentally Sensitive Area (ESA). “Discharge directly to” includes flow that is conveyed overland a distance of 200 feet or less from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the project to the ESA (i.e. not commingled with flows from adjacent lands). Note: ESAs are areas that include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Board and SDRWQCB; State Water Quality Protected Areas; water bodies designated with the RARE beneficial use by the State Water Board and SDRWQCB; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. See manual Section 1.4.2 for additional guidance. YesŌNo Ō(e) New development projects, or redevelopment projects that create and/or replace 5,000 square feet or more of impervious surface, that support one or more of the following uses: (i) Automotive repair shops. This category is defined as a facility that is categorized in any one of the following SIC codes: 5013, 5014, 5541, 7532-7534, or 7536-7539. (ii) Retail gasoline outlets. This category includes retail gasoline outlets that meet the following criteria: (a) 5,000 square feet or more or (b) a projected Average Daily Traffic of 100 or more vehicles per day. YesŌNo Ō(f) New or redevelopment projects that result in the disturbance of one or more acres of land and are expected to generate pollutants post construction. Note: See BMP manual for exclusions specific to this category.Does the project meet the definition of one or more of the PDP categories (a) through (f) listed above? Ō Yes – The project is a Priority Development Project, the applicant shall provide PDP Post Construction BMPs and provide a PDP SWQMP. Stop here and complete PDP SWQMP.Ō No – Does the project propose 500 SF or more of new and/or replaced impervious surface area? Ō Yes – The project is a Standard Project, the applicant shall implement Structural Post Construction BMPs, site design, and source control BMPs. Complete Step 3, 4, & 5. Ō No – The project is a Basic Project, the applicant shall implement site design and source control measures. Complete Step 3 & 4. Stormwater Intake Form for All Developments Page 3 of 5 and Standard / Basic Project SWQMP Step 3: Source Control BMP Checklist – All “Development Projects” Must Complete All development projects must implement source control BMPs SC-1 through SC-6 where applicable and feasible. See Chapter 4 and Appendix E of the manual for information to implement source control BMPs shown in this checklist. Answer each category below pursuant to the following. x "Yes" means the project will implement the source control BMP as described in Chapter 4 and/or Appendix E of the manual. Discussion / justification is not required. x "No" means the BMP is applicable to the project but it is not feasible to implement. Discussion / justification must be provided. x "N/A" means the BMP is not applicable at the project site because the project does not include the feature that is addressed by the BMP (e.g., the project has no outdoor materials storage areas). Discussion / justification may be provided. Source Control Requirement Applied? SC-1 Prevention of Illicit Discharges into the storm drain ŌYesŌNo ŌN/ASC-2 Storm Drain Stenciling or Signage ŌYesŌNo ŌN/ASC-3 Protect Outdoor Materials Storage Areas from Rainfall, Run-On, Runoff, and Wind Dispersal ŌYesŌNo ŌN/ASC-4 Protect Materials Stored in Outdoor Work Areas from Rainfall, Run-On, Runoff, and Wind Dispersal ŌYesŌNo ŌN/ASC-5 Protect Trash Storage Areas from Rainfall, Run-On, Runoff, and Wind Dispersal ŌYesŌNo ŌN/ASC-6 Additional BMPs Based on Potential Sources of Runoff Pollutants (must answer for each source listed below) ŌOnsite storm drain inlets ŌInterior floor drains and elevator shaft sump pumps drain to sewer ŌInterior parking garages drain to sewer ŌNeed for future indoor & structural pest control ŌLandscape/outdoor pesticide use ŌPools, spas, ponds, decorative fountains, and other water features ŌFood service ŌRefuse/Trash areas must be covered ŌIndustrial processes ŌOutdoor storage of equipment or materials must be covered ŌVehicle and equipment cleaning ŌVehicle/equipment repair and maintenance ŌFuel dispensing areas ŌLoading docks ŌFire sprinkler test water ŌMiscellaneous drain or wash water ŌPlazas, sidewalks, and parking lots ŌYesŌYesŌYesŌYesŌYesŌYesŌYesŌYesŌYesŌYesŌYesŌYesŌYesŌYesŌYesŌYesŌYesŌNo ŌNo ŌNo ŌNo ŌNo ŌNo ŌNo ŌNo ŌNo ŌNo ŌNo ŌNo ŌNo ŌNo ŌNo ŌNo ŌNo ŌN/AŌN/AŌN/AŌN/AŌN/AŌN/AŌN/AŌN/AŌN/AŌN/AŌN/AŌN/AŌN/AŌN/AŌN/AŌN/AŌN/ADiscussion / justification if SC-1 through SC-6 not implemented. Justification must be provided for ALL "No" answers shown above. Stormwater Intake Form for All Developments Page 4 of 5 and Standard / Basic Project SWQMP Step 4: Site Design BMP Checklist – All “Development Projects” Must Complete All development projects must implement site design BMPs SD-1 through SD-8 where applicable and feasible. See Chapter 4 and Appendix E of the manual for information to implement site design BMPs shown in this checklist. Answer each category below pursuant to the following. x "Yes" means the project will implement the site design BMP as described in Chapter 4 and/or Appendix E of the manual. Discussion / justification is not required. x "No" means the BMP is applicable to the project but it is not feasible to implement. Discussion / justification must be provided. x "N/A" means the BMP is not applicable at the project site because the project does not include the feature that is addressed by the BMP (e.g., the project site has no existing natural areas to conserve). Discussion / justification may be provided. Source Control Requirement Applied? SD-1 Maintain Natural Drainage Pathways and Hydrologic Features ŌYesŌNo ŌN/ASD-2 Conserve Natural Areas, Soils, and Vegetation ŌYesŌNo ŌN/ASD-3 Minimize Impervious Area ŌYesŌNo ŌN/ASD-4 Minimize Soil Compaction ŌYesŌNo ŌN/ASD-5 Impervious Area Dispersion - Directly Connected Impervious Areas (e.g. roof downspouts connected to street) are not allowed ŌYesŌNo ŌN/ASD-6 Runoff CollectionŌYesŌNo ŌN/ASD-7 Landscaping with Native or Drought Tolerant SpeciesŌYesŌNo ŌN/ASD-8 Harvesting and Using PrecipitationŌYesŌNo ŌN/ADiscussion / justification if SD-1 through SD-8 not implemented. Justification must be provided for ALL "No" answers shown above. Step 5: Standard Project BMP Sizing for 500sf New/Replaced Impervious Surface Areas Projects that create and/or remove and replace 500sf or greater of impervious surface collectively over the entire project site shall provide natural biofiltration and/or bioretention BMPs. The applicant may use the Design Capture Volume method (attach calculations hereon; see Appendix B of BMP Design Manual), or may utilize the following calculation: ____________________________ ________________________________________________MINIMUM EFFECTIVE BMP AREA = 0.04 x Total new and/or removed and replaced impervious surfacesDescribe the selected Structural BMP Design including type, location, size, etc. below: NANAStormwater Intake Form for All Developments Page 5 of 5 and Standard / Basic Project SWQMP Project Owner’s Certification: I hereby acknowledge that my project is subject to the stormwater quality regulations of the City of Encinitas and certify that my project will provide satisfactory stormwater quality measures both during the construction process and afterwards. If my project is designated as a Priority or a Standard Project, I further acknowledge my understanding that the permanent stormwater treatment features must remain in place, be inspected at least once annually, and be maintained in good working order. Removal or modification of these features without prior City authorization is prohibited. I certify that I have reviewed the information contained in this form and verified that it is both complete and correct. Signature of Owner Date Print Name Company Name Agent’s Certification: I hereby certify that this project will be designed in conformance with the stormwater quality regulations of the City of Encinitas. I certify that I have reviewed the information contained in this form and verified that it is both complete and correct. Signature of Agent Date Print Name Company Name Working Capacity of Agent (architect, engineer) Place Professional Seal Above JOHN PRINCEENGINEER7/5/22DELANE ENGINEERING, INC.EXEMPT IMPERVIOUS (ADA CODE UPGRADE RELATED)NEW/REPLACED IMPERVIOUS AREA (424-SF)NEW PERVIOUS AREA (PREVIOUSLY IMPERVIOUS)IMPERVIOUS AREA ANALYSISSC-5SD-4SD-7SD-4SD-7SD-4SD-7SD-4, SD-7SD-5SD-5SD-5SD-5SD-5SD-5SD-5DMA-134,200-sfRUNOFF FACTOR 0.801ST BUILDING 08/12/22DEPARTMENTSUBMITTALBID SET 08/30/22APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 31 of 105 1ST BUILDING 08/12/22DEPARTMENTSUBMITTALBID SET 08/30/22APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 32 of 105 WWWW WW WWWW WWWWWWWW WWWWWWWWWWW WWW WW WWWWWWWWWWWWWWWWWWWWTRANSFSD INLETWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW GASS GASGAASGAGAGAA GASSS GASASAS GAS GASAASSGGGG GASAASSAAAAA GASGGAAAA GAS GASSAA GAS GASGGG GAS GAS GAS GAS GASGAS GAS GASGGAGGSSSSSSSSSS GASSSSGGAA GASGGAAAASAS GAS GAS GAS GAS GAS GASASAASSS GAS GASGASAGASAASSSGWWWWWCOMMVAULT SDSDSDSDSDSDSDSDDDDDDDDDDDDDDDSDDDD WWWWWWWWWWWWWWWWWW EEEEEEEEEEEEEE EX WATERVALVEE STREETEX GRATEDINLET95.5LANDINGEXTEND EXSEG BLOCKP96.0(P ~97.4)(P~93.0)EX GATEEX STACKBLOCKWALL(97.0)(P~93.3)RAMP WITHHANDRAILS93.33:1333:REBUILD SEG BLOCK WALL(RET HT 3-FT TO 0)SAWCUT/MATCHEX JOIN ATNEAREST JOINT(P ~97.2)(P ~94.5)RAMP WITHHANDRAILSLSLSLSLSAC SAWCUT/PATCHLSLSLSLSCONCCONCCONCCONCCONCCONCCONCCOCOCONCANDRANDRA1" GRIND ANDOVERLAY EX ACCONCSAWCUT/JOIN ATNEAREST JOINTLS8.0%1.5%8.0%4.8%PED CONC PAVINGPER ARCHLIMIT OF WORKLIMIT OF WORKASSUMEDFENCE/GATEREDWOODHEADERLSLSEX WATER SERVICE/METER (1.5")LSLSSAWCUT AC/REDWOOD HEADERSAWCUT AC/REDWOODHEADERSAWCUT AC/REDWOODHEADER1.0%P 96.91.0%4.5%SD SD SD SD SD SDDDDDDDDDDSD SD SDSSSS SDSDSDDDDSSSSDDSDSDSDEROSIONCONTROLPLANC6.1NEAREST CATCHBASIN (APX 100' WEST)SE-10SE-7SE-7SE-7SSSSSS SSSFFSE-2CONSTRUCTIONTRAILER / STAGINGAREAWM-1WM-4WM-5WM-6WM-7WM-8WM-3WM-2WM-9WM-10COBBLE SPLASH PAD DISSIPATOR AT EACHDOWNSPOUTARCH PLANSCOBBLE SPLASHDISIPATOR AT ALLDOWNSPOUTS PERARCH PLANS (TYP)SE-7SE-7SE-7S S S S S S SSSSSSSSSSS FFFFFFF FFFFFFFFFFFF FFFFFF FFFFFFFSSSSSNEAREST CATCH BASINSE-101ST BUILDING 08/12/22DEPARTMENTSUBMITTALBID SET 08/30/22APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 33 of 105 UP':878 SF1015018BCLASSROOM897 SF1025018BCLASSROOM1808 SF1035037BCLASSROOM896 SF1045018BCLASSROOM904 SF1055019BCLASSROOM814 SF1065017BCLASSROOM393 SF1191503BOPEN OFFICE414 SF1181528BBREAKMEN117RR116ELEC.11366 SF1091501BIDF/STOR.171 SF1101502BOPEN OFFICE893 SF1075018BCLASSROOMWOMEN112OCCUPANCY LEGENDB39 SF1111501BSTOR.RR115CHASE114OCCUPANCY LOAD:EXIT TRAVEL DISTANCE:REQUIRED WIDTH:PROVIDED WIDTH:1848'5"36"OCCUPANCY LOAD:EXIT TRAVEL DISTANCE:REQUIRED WIDTH:PROVIDED WIDTH:1848'5"36"OCCUPANCY LOAD:EXIT TRAVEL DISTANCE:REQUIRED WIDTH:PROVIDED WIDTH:3748'12"36"OCCUPANCY LOAD:EXIT TRAVEL DISTANCE:REQUIRED WIDTH:PROVIDED WIDTH:1848'5"36"OCCUPANCY LOAD:EXIT TRAVEL DISTANCE:REQUIRED WIDTH:PROVIDED WIDTH:1948'6"36"OCCUPANCY LOAD:EXIT TRAVEL DISTANCE:REQUIRED WIDTH:PROVIDED WIDTH:1755'5"72"OCCUPANCY LOAD:EXIT TRAVEL DISTANCE:REQUIRED WIDTH:PROVIDED WIDTH:2816'9"36"OCCUPANCY LOAD:EXIT TRAVEL DISTANCE:REQUIRED WIDTH:PROVIDED WIDTH:331'1"36"OCCUPANCY LOAD:EXIT TRAVEL DISTANCE:REQUIRED WIDTH:PROVIDED WIDTH:1856'5"36"BCADEF12345USE: SILK SCREENING, PRINT MAKING, PHOTOGRAPHYUSE: PAINTING, PAPER MAKING, FIBER/TEXTILE ARTS, SEWING, FLORAL ARTUSE: IMPROV, DANCE,CULTURAL PERFORMING ARTSACOUSTIC OPERABLE WALL PARTITIONUSE: DRAWING, FIBER ARTS, SEWING, LITERARY ARTSUSE: MUSIC CLASSES, PRIVATE LESSONS/PRACTICE ROOMS, COMMUNITY CHOIRF-1 OCCUPANCY ACCESSORY TO B OCCUPANCY. LESS THAN 10% OVERALL FLOOR AREA OF BUILDING PER CBC 508.2HALL108USE: LIGHT WOODWORKING, 3D PRINTING, CNC MACHINE, LASER CUTTERNO DUST COLLECTION OR WELDINGOCCUPANT LOAD LESS THAN 50 PERSONS - CLASSIFIED AS B OCCUPANCY PER CBC 303.1.2 EXCEPTION 1OUTDOOR SCREENED MECH. ENCLOSUREOUTDOOR SCREENED MECH. ENCLOSUREEEEEEEEEFECFECUSE: MUSIC CLASSES, PRIVATE LESSONS/PRACTICE ROOMS, RECORDINGFECFECPHFR1201. ROOMS LISTED WITH NO OCCUPANT LOADS ARE CONSIDERED ACCESSORY USES.2. GRADE LEVEL AREAS DESIGNATED AS EXIT DISCHARGE COMPONENTS FOR BUILDING SHALL BE PERMANENTLY MAINTAINED, SUCH AREAS SHALL NOT BE DEVELOPED OR OTHERWISE ALTERED IN THEIR CAPACITY TO PROVIDE CONTINUOUS, UNOBSTRUCTED AND UNDIMINISHED MEANS OF EGRESS FOR THE BUILDING OCCUPANT. IF SUCH AREAS ARE SOLD INDEPENDENT OF THE BUILDING THEY SERVE, AN EXIT DISCHARGE COMPLYING WITH THE REQUIREMENTS OF SECTION 1006 SHALL BE PROVIDED FOR THE BUILDING. 3. EGRESS DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 4. MAXIMUM EXIT ACCESS DISTANCE SHALL BE NO FURTHER THAN 75 FT PER TABLE 1006.2.1. 5. ACCESSIBLE ROUTES REQUIRED SHALL COMPLY WITH EACH OF THE FOLLOWING:- COINCIDE WITH OR BE LOCATED IN THE SAME AREA AS GENERAL CIRCULATION PATHS.- LOCATED WITHIN BUILDING INTERIOR WHERE GENERAL CIRCULATION PATHS ARE INTERIOR.- NOT PASS THROUGH KITCHENS, STORAGE ROOMS, RESTROOMS, CLOSETS, OR SIMILAR SPACES UNLESS SERVING THOSE SPACES.6. OCCUPANT LOAD CALCULATED FROM TABLE 1004.5. CLASSROOMS CALCULATED AS EDUCATIONAL "SHOPS AND OTHER VOCATIONAL ROOM AREAS" OFFICES CALCULATED AS BUSINESS AREAS.EXIT SIGN, SEE ELECTRICAL DRAWINGS AND TACTILE EXIT SIGNPATH OF TRAVELPANIC HARDWARE, SEE DOOR SCHEDULEPHEXTENT OF STRUCTURE OVERHEADFECFIRE EXTINGUISHEREEGRESS DECAL ON DOOR, SEE DOOR SCHEDULESEE T-2 FOR PLUMBING FIXTURE CALCULATIONS NOTE:NOTE:BREAK ROOM ASSEMBLY SPACE CLASSIFIED AS B OCCUPANCY PER 303.1.2. PER CBC 508.2.3, IT IS LESS THAN 10% OF THE FLOOR AREA OF THE STORY IN WHICH IT IS LOCATED.+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:EGRESS PLAN220401A0.1RWJKGGPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/8" = 1'-0"A0.1C1FIRST FLOOR EGRESS PLANROOMNUMBERDESCRIPTION SQ. FT.LOADFACTORCLASSOCCUP101CLASSROOM 878 SF 5018 B102CLASSROOM 897 SF 5018 B103CLASSROOM 1808 SF 5037 B104CLASSROOM 896 SF 5018 B105CLASSROOM 904 SF 5019 B106CLASSROOM 814 SF 5017 B107CLASSROOM 893 SF 5018 B108HALL173 SFB109IDF/STOR.66 SF 1501 B110OPEN OFFICE 171 SF 1502 B111STOR.39 SF 1501 B112WOMEN143 SFB113ELEC.77 SF 1501 B114CHASE22 SFB115RR45 SFB116RR45 SFB117MEN150 SFB118BREAK414 SF 1528 B119OPEN OFFICE 393 SF 1503 B120FR28 SFBTOTAL: 8,856 N.S.F. 12,806 G.S.F. 180 OCCUP.EGRESS NOTESEGRESS LEGENDOCCUPANCY LEGENDAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 34 of 105 BUILDING 1BUILDING 2WEST E STREETWEST F STREET3RD STREET4TH STREET231422ENCINITAS HISTORICAL SOCIETY FRONT SETBACK20'-0"STREET SIDE SETBACK20'-0"REAR SETBACK10'-0"STREET SIDE SETBACK20'-0"FRONTAGE w129'-0"FRONTAGE w244'-5"FRONTAGE w374'-5"FRONTAGE w4225'-4"FRONTAGE L1189'-8"FRONTAGE L242'-9"FRONTAGE L296'-3"L330'-4"FRONTAGE L496'-3"FRONTAGE L3211'-1"FRONTAGE L130'-4"004002PROPERTY LINELIMIT OF WORKSETBACK LINEOVERHEAD STRUCTUREEXISTING CONCRETE PAVINGCONCRETE PAVING, SEE CIVILTRUNCATED DOMESEXISTING LANDSCAPINGACCESSIBLE PATH OF TRAVELEXISTING ASPHALTASPHALT OVERLAYUSABLE AREA UNDER EXISTING BUILDING CANOPYBIO-RETENTION BASINUSABLE AREA UNDER NEW BUILDING CANOPY+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:SITE PLAN -CODEANALYSIS220401A0.2HVJKRWPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1" = 20'-0"A0.2D1SITE PLAN - CODE ANALYSISLEGENDCONSTRUCTION NOTES002 USABLE AREA UNDER NEW BUILDING CANOPY, CALCULATED AS PART OFGROSS FLOOR AREA PER CBC 202 ON T-1004 USABLE AREA UNDER EXISTING BUILDING CANOPY, CALCULATED AS PARTOF GROSS FLOOR AREA PER CBC 202 ON T-1APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 35 of 105 BUILDING 1BUILDING 2WEST E STREETWEST F STREET3RD STREET4TH STREET088068TYP.118136TYP.058TYP.216136102130122231423027ENCINITAS HISTORICAL SOCIETY111111029032032036TYP.035A1.2B1313138114FRONT SETBACK20'-0"STREET SIDE SETBACK20'-0"REAR SETBACK10'-0"STREET SIDE SETBACK20'-0"057057213213213317317317317317317A1.2B4A1.2B3TYP.221TYP.221TYP.221TYP.304TYP.111122122122TYP.039059TYP.9'-0"TYP.18'-0"T-7C1DRIVE AISLE51'-1"DRIVE AISLE30'-8"DRIVE AISLE27'-3"EXISTING DRIVEWAY30'-0"DRIVE AISLE51'-4"LOADING ZONE8'-8"8'-8"8'-8"7'-0"12'-10"8'-8"5'-0"18'-0"04238'-2"317088088088122122122122077A1.2C1T-7C1057057NOTES:VERIFY THAT ALL CONCRETE AT DOORWAYS SLOPE AWAY FROM THE BUILDING TO PROVIDE POSITIVE DRAINAGE.REFER TO CIVIL DRAWINGS FOR SIDEWALK SLAB DETAILS.ACCESSIBLE ROUTE FROM PARKING + PUBLIC R.O.W. SHALL NOT EXCEED 1.5% CROSS SLOPE AND SHALL HAVE MAX SLOPE IN THE DIRECTION OF TRAVEL OF LESS THAN 4.5%.SEE CIVIL DRAWINGS FOR SPOT ELEVATIONS ON WALKS AND SIDEWALKS.CONTRACTOR SHALL PROVIDE ALL REQUIRED TRENCHING AND CONNECTIONS TO EXISTING UTILITIES U.O.N. SEE CIVIL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS.ALL PROPERTY LINES, EASEMENTS, AND BUILDINGS NOT EXISTING AND PROPOSED ARE SHOWN ON THIS SITE PLAN. CONTRACTOR SHALL REPAIR OR REPLACE ANYTHING OUTSIDE THE LIMIT OF WORK WHICH IS DAMAGED OR DISTURBED DURING THE COURSE OF CONSTRUCTION.PATCH AND REPAIR EXISTING STREET AS REQUIRED AFTER INSTALLATION OF NEW UTILITIES.1.2.3.4.5.6.7.PROPERTY LINELIMIT OF WORKSETBACK LINEOVERHEAD STRUCTUREEXISTING CONCRETE PAVINGCONCRETE PAVING, SEE CIVILTRUNCATED DOMESEXISTING LANDSCAPINGACCESSIBLE PATH OF TRAVELEXISTING ASPHALTASPHALT OVERLAYBIO-RETENTION BASIN+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:SITE PLAN220401A1.1RWJKGGPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1" = 20'-0"A1.1D1SITE PLANCONSTRUCTION NOTES027 ROOF OUTLINE ABOVE029 EXISTING SIDE WALK032 EXISTING LANDSCAPING035 PARKING LOT PAVEMENT ARROW036 TRASH ENCLOSURE039 NEW PARKING LOT STRIPING, SEE T-7042 24'-0" MIN. VEHICULAR BACKING CLEARANCE057 ACCESSIBLE PARKING SIGN, SEE058 ACCESSIBLE PUBLIC PARKING SPACE, SEE T-7059 ACCESSIBLE PATH OF TRAVEL FROM PUBLIC SIDEWALK068 BIO-RETENTION BASIN, SEE CIVIL077 PROVIDE RECESSED FIRE DEPARTMENT KNOX BOX @ +60" AFF088 36" DEEP TRUNCATED DOME DETECTABLE WARNING SURFACE - SEE B1/T-7102 SDG&E TRANSFORMER AND COMM111 LANDSCAPED AREA114 BIKE RACK118 WHEEL STOP122 HANDRAILS AT BOTH SIDES OF EXISTING STAIRS, SEE D1/T-5130 RAMP136 AC OVERLAY AT EXISTING AC PAVING138 EXISTING GATE, PAINT - SEE FINISH SCHEDULE213 CONCRETE CURB AND GUTTER AT NEW FOUNDATION LOCATATION -MATCH ADJACENT216 CONCRETE PAVING, SEE CIVIL221 SELF LEVELING CONCRETE OVERLAY AT EXISTING SLAB/WALKWAY, SEEFINISH SCHEDULE304 EXISTING METAL POST, PAINT - SEE FINISH SCHEDULE313 METAL POST TO MATCH EXISTING AT EXISTING LOCATION, SEESTRUCTURAL317 SHEET METAL DOWNSPOUT, SEE FINISH SCHEDULESITE PLAN NOTESLEGENDAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 36 of 105 3'-8"5'-0"5'-0"1'-0"28'-0"1'-0"4'-0"1:12 MAX.SLOPE DN.1:48 MAX.SLOPE1732043101440271731441282'-0"2159583'-0"3'-0"6'-0"334TYP.3471022011'-0"25'-0"1'-0"1:12 MAX.SLOPE DN.3102041731731:48 MAX.SLOPE94422122111'-0"2'-0"6'-0"3'-0"0'-2"0'-2"5'-0"2'-0"3'-0"0'-2"3'-0"8'-0"TYP.334TYP.347A1.3A3TYP.A1.3B4TYP.A1.3A3TYP.A1.3B3TYP.3349442212212152'-0"3'-0"3'-0"2'-0"3362'-0"3'-0"3'-0"6'-0"3'-0"0'-2"TYP.34717'-0"2'-0"3'-0"3'-0"3'-0"3'-0"A1.3B3A1.3B4A1.3B3A1.3A3TYP.TYP.TYP.TYP.PROPERTY LINELIMIT OF WORKSETBACK LINEOVERHEAD STRUCTUREEXISTING CONCRETE PAVINGCONCRETE PAVING, SEE CIVILTRUNCATED DOMESEXISTING LANDSCAPINGACCESSIBLE PATH OF TRAVELEXISTING ASPHALTASPHALT OVERLAYUSABLE AREA UNDER EXISTING BUILDING CANOPYBIO-RETENTION BASIN13'-0"22'-3"7'-10"8'-0"7'-8"15'-8"21621616'-0"24'-0"24'-0"8'-0"16'-0"A1.2C3A1.3B2A1.3A2A1.3A2A1.3A2A1.3A2A1.3A2A1.3B1A1.3A1A1.3A1A1.3B17'-6"7'-6"7'-0"2"2"728A1.3A1A1.3A2323306305+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:ENLARGED SITEPLANS220401A1.2HVJKGGPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024CONSTRUCTION NOTES027 ROOF OUTLINE ABOVE102 SDG&E TRANSFORMER AND COMM128 +/- 42" CMU RETAINING WALL TO MATCH EXISTING ADJACENT, SEE CIVIL144 SLOPED CONCRETE WALKWAY, SEE CIVIL173 LEVEL CONCRETE LANDING, SEE CIVIL201 HOUSEKEEPING PAD - SEE CIVIL204 ACCESSIBLE CONCRETE RAMP, SEE CIVIL AND A1/T-7215 CONCRETE SLAB, HEIGHT AND FINISH TO MATCH ADJACENT - SEE CIVIL216 CONCRETE PAVING, SEE CIVIL221 SELF LEVELING CONCRETE OVERLAY AT EXISTING SLAB/WALKWAY, SEEFINISH SCHEDULE305 HSS 8X4X3/16 BEAM, TYP.306 HSS 4X4X1/4 COLUMN, TYP. OF (6)310 34" HIGH PIPE HANDRAIL, SEE FINISH SCHEDULE AND D1/T-5323 PERFORATED METAL PANEL334 PERFORATED PANEL MECHANICAL SCREEN, SEE FINISH SCHEDULE336 PERFORATED METAL GATE, SEE FINISH SCHEDULE347 TUBE STEEL POST AND FOOTING, PAINT - SEE STRUCTURAL AND FINISHSCHEDULE728 LED STRIP LIGHT HOUSED IN ALUMINUM CHANNEL WITH LENS944 HVAC EQUIPMENT, SEE MECHANICAL958 MAIN SWITCHBOARD, SEE ELECTRICALSCALE:1/4" = 1'-0"A1.2B1ENLARGED SITE PLAN - NORTH RAMPSCALE:1/4" = 1'-0"A1.2B3ENLARGED SITE PLAN - MECHANICAL ENCLOSURE 1SCALE:1/4" = 1'-0"A1.2B4ENLARGED SITE PLAN - MECHANICAL ENCLOSURE 2LEGENDSCALE:1/4" = 1'-0"A1.2C1ENLARGED SITE PLAN - ENTRY CANOPY FLOOR PLANSCALE:1/4" = 1'-0"A1.2C2ENLARGED SITE PLAN - ENTRY CANOPY ROOF PLANSCALE:1/4" = 1'-0"A1.2C3ENTRY CANOPY SECTIONAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 37 of 105 2"2"2"TUBE STEEL POST, PAINT -SEE STRUCTURAL ANDFINISH SCHEDULESTEEL ANGLE PER STRUCTURALZ CHANNEL BYPERFORATED METALMANUFACTURERALIGNELECTRICAL CABLE6"X6" ALUMINUM PLATE @APPROXIMATELY 12" OC BYPERFORATED METAL PANELMANUFACTURERLED TRANSFORMER UNITPERFORATED METAL PANELLED STRIP LIGHT HOUSEDIN ALUMINUM CHANNELWITH LENS3/4" DIA. ACCESS HOLE - TOACCESS HOLE TO ANCHER TOSTRUCTURE, TYP.2"2"TUBE STEEL POST, PAINT - SEESTRUCTURAL AND FINISH SCHEDULEZ CHANNEL BYPERFORATED METALMANUFACTURERPERFORATED METAL PANELALIGN3/4" DIA. ACCESS HOLE - TOACCESS HOLE TO ANCHER TOSTRUCTURE, TYP.2"TUBE STEEL POST, PAINT - SEESTRUCTURAL AND FINISH SCHEDULEZ CHANNEL BYPERFORATED METALMANUFACTURERPERFORATED METAL PANEL4 1/2"STEEL COLUMN PER STRUCTURAL3/4" DIA. ACCESS HOLE - TOACCESS HOLE TO ANCHER TOSTRUCTURE, TYP.TUBE STEEL POST, PAINT - SEESTRUCTURAL AND FINISH SCHEDULEZ CHANNEL BYPERFORATED METALMANUFACTURERPERFORATED METAL PANEL4 1/4"STEEL COLUMN PER STRUCTURAL3/4" DIA. ACCESS HOLE - TOACCESS HOLE TO ANCHER TOSTRUCTURE, TYP.TUBE STEEL POST, PAINT -SEE STRUCTURAL ANDFINISH SCHEDULEPERFORATED METAL PANELNEOPRENE SPACER PERMANUFACTURER3/4" DIA. ACCESS HOLE - TOACCESS HOLE TO ANCHER TOSTRUCTURE, TYP.2"STAINLESS STEEL HEX WASHER HEADSELF DRILL SCREWPT7SEE ENLARGED PLANS AND EXTERIOR ELEVATIONS2"TUBE STEEL POST, PAINT -SEE STRUCTURAL ANDFINISH SCHEDULEPERFORATED METAL PANELNEOPRENE SPACER PERMANUFACTURER3/4" DIA. ACCESS HOLE - TOACCESS HOLE TO ANCHER TOSTRUCTURE, TYP.2"STAINLESS STEEL HEXWASHER HEAD SELF DRILLSCREWPT7TUBE STEEL POST INCONCRETE FOOTING -SEE STRUCTURAL (4'X4"HSS)PERFORATED METAL PANELNEOPRENE SPACER PERMANUFACTURER3/4" DIA. ACCESS HOLE - TOACCESS HOLE TO ANCHER TOSTRUCTURE, TYP.2"STAINLESS STEEL HEXWASHER HEAD SELF DRILLSCREWPT71 1/2" SQ. TUBE STEELFRAME - SEE STRUCTURALSEE ENLARGED PLANS AND EXTERIOR ELEVATIONSHEAVY DUTY SPRINGHINGES WELDED TOFRAMETUBE STEEL POST, PAINT -SEE STRUCTURAL ANDFINISH SCHEDULEPERFORATED METALPANELNEOPRENE SPACER PERMANUFACTURER3/4" DIA. ACCESS HOLE -TO ACCESS HOLE TOANCHER TO STRUCTURE,TYP.STAINLESS STEEL HEXWASHER HEAD SELF DRILLSCREWPT72"2"2'-0".2'-0".SEE ENLARGED PLANS AND EXTERIOR ELEVATIONSSEE ENLARGED PLANS AND EXTERIOR ELEVATIONS1/4"+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:SITE DETAILS220401A1.3RWJKGGPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:3" = 1'-0"A1.3A1ALUMINUM SCREEN DETAILSCALE:3" = 1'-0"A1.3A2ALUMINUM SCREEN DETAILSCALE:3" = 1'-0"A1.3B1ALUMINUM SCREEN DETAILSCALE:3" = 1'-0"A1.3B2ALUMINUM SCREEN DETAILSCALE:3" = 1'-0"A1.3B4END WALL SCREEN DETAILSCALE:3" = 1'-0"A1.3B3VERTICAL JOINT SCREEN DETAILSCALE:3" = 1'-0"A1.3A3END WALL SCREEN DETAILSCALE:3" = 1'-0"A1.3A4OUTSIDE CORNER SCREEN DETAILAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 38 of 105 ':A3.1B1A3.2B1A3.1A1A3.2C3A3.1C1CLASSROOM102CLASSROOM104CLASSROOM105OPEN OFFICE119BREAK118MEN117RR116ELEC.113WOMEN112CLASSROOM107STOR.111RR115OPEN OFFICE110IDF/STOR.109CLASSROOM106DNA3.1C3A3.2C1CLASSROOM101101A102A103A103B104A105A119B119A117A116A113A112A118B108A109A118A110A111A115A107A118C114ACHASE114A4.1A1A4.1A2A4.1B1BCADEF12345919919A5.2B1A5.3A1A5.2C1A5.3B1A5.3C1TYP.788TYP.788CLASSROOM103HALL108AACCDDEEFF105B108BA5.1D1A5.2C1505502A4.1B2376376103CTYP.080TYP.680TYP.680339339376376376FR120120A106ABB931A1A1A1A1A1A1A2A2A2A2A2A2A3A4A5A6ABOVEEXISTING WALL WITH NEW GYP. BD.2X6 WOOD STUD WALL2X4 WOOD STUD WALLSEE A2.4 FOR DIMENSION PLANSEE ENLARGED PLANS FOR ADDITIONAL INFORMATIONSEE A2.2 FOR REFLECTED CEILING PLANSEE A4.2 FOR WALL TYPESSEE A6.1 FOR ROOM FINISH SCHEDULESEE A6.2 FOR DOOR & WINDOW SCHEDULEALL EXISTING AND NEW WALLS TO RECEIVE NEW BATT INSULATION. EXTERIOR WALLS FOR THERMAL AND INTERIOR WALLS FOR ACOUSTICS.ALL SINGLE USE RESTROOMS ARE DESIGNATED UNISEX PER AB1732 SEC. 1, ART. 5: 1186001.2.3.4.5.6.7.8.+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:FLOOR PLAN220401A2.1HVJKRWPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/8" = 1'-0"A2.1D1FLOOR PLANCONSTRUCTION NOTES080 SEMI-RECESSED FIRE EXTINGUISHER AND CABINET - SEE D4/T-5339 STAIR HANDRAIL, SEE B1/T-5376 ACOUSTIC WALL ASSEMBLY AT EXISTING INTERIOR WALL FRAMING - SEENOTE 2 ON WALL TYPES502 ACCESSIBLE CHAIR LIFT, SEE ELECTRICAL AND STRUCTURAL505 MANUAL OPERABLE WALL PARTITION, SEE DOOR SCHEDULE680 TEMPERED DUAL GLAZING AT ALL EXISTING TO REMAIN OPERABLEWINDOWS788 STAINLESS STEEL DRINKING FOUNTAIN GRAB BAR919 DRINKING FOUNTAIN, SEE D3/T-5 - SEE PLUMBING AND ELECTRICAL931 FIRE SPRINKLER RISER LOCATION - SEE PLUMBINGLEGENDNOTESAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 39 of 105 00000000000'6'6'6'6'6'6'6'6'6'6'6'6'6'600'6CLASSROOM101CLASSROOM102CLASSROOM103CLASSROOM104CLASSROOM105OPEN OFFICE119BREAK118MEN117RR116ELEC.113WOMEN112STOR.111RR115OPENOFFICE110IDF/STOR.109CLASSROOM106CHASECLASSROOM107A4.1A1A4.1A2A4.1B1BCADEF123459' - 7"9' - 7"9' - 7"9' - 7"9' - 7"7' - 8 1/4"6' - 6"9' - 7"HALL108373A4.1B29'-0"9'-0"9'-0"9'-0"8' - 0"2'-0"8' - 0"671FR120PT5PT5TYP.9181'-6"7'-4"7'-8"7'-8"TYP.329+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:REFLECTEDCEILING PLAN220401A2.2HVJKRWPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/8" = 1'-0"A2.2C1REFLECTED CEILING PLANCONSTRUCTION NOTES329 METAL AWNING, PAINT - SEE FINISH SCHEDULE AND STRUCTURAL373 WOOD HEADER AT OPERABLE PARTITION, WRAP WITH GYP. BD. ALL (4)SIDES - SEE STRUCTURAL671 STUCCO CHASE, PAINT TO MATCH ADJACENT918 EXTERIOR RECESSED CAN LIGHT AT EXISTING LOCATION, SEE ELECTRICALAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 40 of 105 A4.1A1A4.1A2A4.1B1314314315315315315314315315315TYP.950TYP.951944317317317317317317A4.1B21:121:121:121:121:121:121:123174'-4"3'-9"3'-6"4'-4"TYP.05411'-7"13'-1"12'-6"1'-8"11'-8"11'-6"+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:ROOF PLAN220401A2.3RWJKGGPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/8" = 1'-0"A2.3C1ROOF PLANCONSTRUCTION NOTES054 LINE OF EXTERIOR WALL BELOW314 SHEET METAL BOX GUTTER, SEE FINISH SCHEDULE315 PRE-MANUFACTURED FASCIA DRIP EDGE, SEE FINISH SCHEDULE317 SHEET METAL DOWNSPOUT, SEE FINISH SCHEDULE950 FLUE VENT THROUGH ROOF, SEE D2/A7.3 AND MECHANICAL951 ROOF VENT, SEE A4/A7.3 AND PLUMBINGAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 41 of 105 ':107'-6"11'-2 3/4"31'-5"6'-3 1/2"11'-0"7'-0 1/2"40'-6"30'-3 1/2"7'-2"17'-2"6'-0"CLASSROOM101CLASSROOM102CLASSROOM103CLASSROOM104CLASSROOM105OPEN OFFICE119BREAK118CLASSROOM106ELEC.113WOMEN112CLASSROOM107STOR.111RR115OPEN OFFICE110IDF/STOR.109CHASE114MEN117BCADEF12345HALL108210'-11"42'-10"7'-5"31'-11"31'-6"63'-0"31'-6"31'-9"21'-3"28'-6"5'-6"6'-2"9'-2 1/2"27'-5 1/2"8'-10"11'-1"6'-7"3'-9"1'-8"30'-3"2'-0"1'-2"1'-0"1'-11"3'-8"FR12015'-1"6'-2"NOTES:1. VERIFY ALL ROUGH OPENING SIZES PRIOR TO FRAMING2. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION3. VERIFY IN FIELD ALL DIMENSIONS TO EXISTING ELEMENTSEXISTING WALL WITH NEW GYP. BD.2X6 WOOD STUD WALL2X4 WOOD STUD WALL+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:DIMENSIONPLAN220401A2.4RWJKGGPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/8" = 1'-0"A2.4D1DIMENSION PLANCONSTRUCTION NOTESNOTESLEGENDAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 42 of 105 317317317314MTL1MTL1TPO1S1PT6GL1TYP.618TYP.625650650650TYP.615TYP.401317EXISTING/FINISHED GRADE12'-2 1/4"7'-6"334334TYP.329315PT6S1MTL5PT8A919788PT6PT5TYP.625TYP.618MTL1TYP.626650650650650TYP.615TYP.401PT8BPT8APT8BPT8APT8BPT8A31713'-10 1/4"9556'-6"2'-6"MTL5EXISTING/FINISHED GRADE314626MTL1PT8A3179'-9 3/4"S1EXISTING/FINISHED GRADE618315MTL112'-2"13'-10"6'-6"S1334EXISTING/FINISHED GRADE+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:EXTERIORELEVATIONS220401A3.1HVJKRWPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/8" = 1'-0"A3.1A1BUILDING 1 - NORTH ELEVATIONSCALE:1/8" = 1'-0"A3.1B1BUILDING 1 - SOUTH ELEVATIONSCALE:1/8" = 1'-0"A3.1C1BUILDING 1 - EAST ELEVATIONSCALE:1/8" = 1'-0"A3.1C3BUILDING 1 - WEST ELEVATIONCONSTRUCTION NOTES314 SHEET METAL BOX GUTTER, SEE FINISH SCHEDULE315 PRE-MANUFACTURED FASCIA DRIP EDGE, SEE FINISH SCHEDULE317 SHEET METAL DOWNSPOUT, SEE FINISH SCHEDULE329 METAL AWNING, PAINT - SEE FINISH SCHEDULE AND STRUCTURAL334 PERFORATED PANEL MECHANICAL SCREEN, SEE FINISH SCHEDULE401 LAMINATED GLAZING IN EXISTING FRAME, SEE FINISH SCHEDULE615 EXISTING WINDOW FRAME, PAINT - SEE FINISH SCHEDULE618 EXISTING STUCCO, PAINT - SEE FINISH SCHEDULE625 CONTROL JOINT626 PAINTED ROOM NUMBERS, SEE FINISH SCHEDULE650 STUCCO OVER METAL LATH, SEE FINISH SCHEDULE788 STAINLESS STEEL DRINKING FOUNTAIN GRAB BAR919 DRINKING FOUNTAIN, SEE D3/T-5 - SEE PLUMBING AND ELECTRICAL955 HVAC EQUIPMENT BEYONDAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 43 of 105 TYP.618422315MTL1471TYP.304313PT491978830442210'-2"PT5310EXISTING/FINISHED GRADE310204317PT8AMTL1PT6MTL1317317650TPO1TYP.626422334336S1314TYP.401TYP.615TYP.618PT8B9'-10 1/4"6'-0"122EXISTING/FINISHED GRADE334??PT8A626401615??PT6317MTL1315304PT46186509'-10"6'-0"EXISTING/FINISHED GRADE471TYP.618TYP.304PT4S1315MTL1422EXISTING GRADE9'-10"11'-1"122EXISTING/FINISHED GRADE+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:EXTERIORELEVATIONS220401A3.2HVJKRWPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/8" = 1'-0"A3.2B1BUILDING 2 - WEST ELEVATIONSCALE:1/8" = 1'-0"A3.2A1BUILDING 2 - EAST ELEVATIONSCALE:1/8" = 1'-0"A3.2C3BUILDING 2 - SOUTH ELEVATIONSCALE:1/8" = 1'-0"A3.2C1BUILDING 2 - NORTH ELEVATIONCONSTRUCTION NOTES122 HANDRAILS AT BOTH SIDES OF EXISTING STAIRS, SEE D1/T-5204 ACCESSIBLE CONCRETE RAMP, SEE CIVIL AND A1/T-7304 EXISTING METAL POST, PAINT - SEE FINISH SCHEDULE310 34" HIGH PIPE HANDRAIL, SEE FINISH SCHEDULE AND D1/T-5313 METAL POST TO MATCH EXISTING AT EXISTING LOCATION, SEE STRUCTURAL314 SHEET METAL BOX GUTTER, SEE FINISH SCHEDULE315 PRE-MANUFACTURED FASCIA DRIP EDGE, SEE FINISH SCHEDULE317 SHEET METAL DOWNSPOUT, SEE FINISH SCHEDULE334 PERFORATED PANEL MECHANICAL SCREEN, SEE FINISH SCHEDULE336 PERFORATED METAL GATE, SEE FINISH SCHEDULE401 LAMINATED GLAZING IN EXISTING FRAME, SEE FINISH SCHEDULE422 DOOR AS SCHEDULED471 WINDOW, SEE WINDOW SCHEDULE615 EXISTING WINDOW FRAME, PAINT - SEE FINISH SCHEDULE618 EXISTING STUCCO, PAINT - SEE FINISH SCHEDULE626 PAINTED ROOM NUMBERS, SEE FINISH SCHEDULE650 STUCCO OVER METAL LATH, SEE FINISH SCHEDULE788 STAINLESS STEEL DRINKING FOUNTAIN GRAB BAR919 DRINKING FOUNTAIN, SEE D3/T-5 - SEE PLUMBING AND ELECTRICALAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 44 of 105 CLASSROOM103A7.3C4A7.3D4329720373317372505TYP.210160CLASSROOM106A7.3C4720372210CLASSROOM107A7.3C4A7.3D4372210160OPEN OFFICE119BREAK1180'-3"225A7.3C4A7.3D4160210720+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:BUILDINGSECTIONS220401A4.1HWJKRWPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024CONSTRUCTION NOTES160 ROLLER SHADE, SEE FINISH SCHEDULE210 CONCRETE FOOTING - SEE STRUCTURAL225 3" RECESSED SLAB AT PLATFORM LIFT, SEE STRUCTURAL317 SHEET METAL DOWNSPOUT, SEE FINISH SCHEDULE329 METAL AWNING, PAINT - SEE FINISH SCHEDULE AND STRUCTURAL372 SOFFIT FRAMING, SEE STRUCTURAL373 WOOD HEADER AT OPERABLE PARTITION, WRAP WITH GYP. BD. ALL (4)SIDES - SEE STRUCTURAL505 MANUAL OPERABLE WALL PARTITION, SEE DOOR SCHEDULE720 LIGHT FIXTURE WHERE OCCURS, SEE ELECTRICALSCALE:1/4" = 1'-0"A4.1A1BUILDING SECTIONSCALE:1/4" = 1'-0"A4.1A2BUILDING SECTIONSCALE:1/4" = 1'-0"A4.1B1BUILDING SECTIONSCALE:1/4" = 1'-0"A4.1B2BUILDING SECTION 4APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 45 of 105 INTERIORINTERIOR1GYPSUM BOARD - SEEFINISH SCHEDULE FORTYPEBATT INSULATION, SEEWALL TYPES2X4 STUD PER PLANGYPSUM BOARD - SEEFINISH SCHEDULE FORTYPEEXTERIORINTERIOR2GYPSUM BOARD - SEEFINISH SCHEDULE FORTYPER-19 BATT INSULATION2X6 STUD PER PLANSTUCCO OVER METALLATH OVER BUILDINGPAPERPLYWOOD SHEATHING,SEE STRUCTURALINTERIORINTERIOR1GYPSUM BOARD - SEEFINISH SCHEDULE FORTYPEGYPSUM BOARD - SEEFINISH SCHEDULE FORTYPEBATT INSULATION, SEEWALL TYPES2X4 STUD PER PLANTILE WAINSCOT, SEEFINISH SCHEDULEINTERIORINTERIOR4GYPSUM BOARD - SEEFINISH SCHEDULE FORTYPEGYPSUM BOARD - SEEFINISH SCHEDULE FORTYPE2X6 STUD PER PLANBATT INSULATION, SEEWALL TYPESTILE WAINSCOT, SEEFINISH SCHEDULETILE WAINSCOT, SEEFINISH SCHEDULEWHEN A WALL SURFACE IS SCHEDULED FOR WAINSCOT OR FULL HEIGHT PANEL, REPLACE GYPSUM BOARD WITH 5/8" CEMENT BACKER BOARD TO THE EXTENTS OF WAINSCOT OR FULL HIGHT PANEL. FINISH REMAINDER OF WALL PLANE WITH 5/8" MOISTURE-RESISTANT GYPSUM BOARD.ACOUSTIC WALL ASSEMBLY:• 1" TYPE S DRYWALL SCREWS 8" O.C. AT EDGES AND 12" O.C. IN THE FIELD.• ONE LAYER 5/8" QUIETROCK ES EZ-SNAP GYPSUM PANEL APPLIED VERTICALLY FULL HEIGHT.• WOOD STUDS, 16" O.C., STUD THICKNESS PER WALL TYPE.• 3-1/2" GLASS FIBER INSULATION IN STUD SPACE.• ONE LAYER 5/8" QUIETROCK ES EZ-SNAP GYPSUM PANEL APPLIED VERTICALLY FULL HEIGHT.• 1" TYPE 2 DRYWALL SCREWS 8" O.C. AT EDGES AND 12" O.C. IN THE FIELD.1.2.+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:WALL TYPES220401A4.2HVJKRWPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024WALL TYPE NOTESAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 46 of 105 BC1CLASSROOM102CLASSROOM101919D1A5.11D1A5.12TYP.708TYP.787(9 EQ.)14'-3"1"1"TYP.702TYP.708TYP.787A7.4B4A7.4C4(3 EQ.)4'-9"1"1"A7.4C4A7.4B4+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:ENLARGEDPLANS &INTERIORELEVATIONS220401A5.1HVJKGGPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024CONSTRUCTION NOTES702 BUILT-IN CASEWORK, SEE FINISH SCHEDULE708 COUNTERTOP, SEE FINISH SCHEDULE787 SINK, SEE PLUMBING & T-4919 DRINKING FOUNTAIN, SEE D3/T-5 - SEE PLUMBING AND ELECTRICALSCALE:1/4" = 1'-0"A5.1D1ENLARGED PLAN - CLASSROOM 101, DARK ROOM 102 & CLASSROOM 10312APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 47 of 105 CLASSROOM104B1A5.21702787(3 EQ.)4'-9"1"1"702787708A7.4B4A7.4C4WOMEN112CHASE114C1A5.223C1A5.3TYP.783787753785TYP.760TYP.759TYP.78153878247915760759781784787TYP.4'-0"TYP.620TYP.6637857267607597813'-4"791TYP.538726760759781+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:ENLARGEDPLANS &INTERIORELEVATIONS220401A5.2RWJKGGPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024CONSTRUCTION NOTES538 TOILET PARTITIONS620 GYPSUM BOARD - SEE FINISH SCHEDULE FOR TYPE663 TILE WAINSCOT, SEE FINISH SCHEDULE702 BUILT-IN CASEWORK, SEE FINISH SCHEDULE708 COUNTERTOP, SEE FINISH SCHEDULE726 TILE SURROUND753 MIRRORS ON WALL, SEE759 TOILET PAPER DISPENSER760 TOILET SEAT COVER DISPENSER781 SANITARY NAPKIN DISPOSAL782 GRAB BAR783 TOILET, SEE PLUMBING784 MIRROR785 SOAP DISPENSER787 SINK, SEE PLUMBING & T-4791 SURFACE MOUNTED AUTOMATIC HAND DRYERSCALE:1/4" = 1'-0"A5.2B1ENLARGED PLAN - CLASSROOM 1051SCALE:1/4" = 1'-0"A5.2C1ENLARGED PLAN - WOMEN 1172345APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 48 of 105 MEN117RR116A1A5.35A1A5.332147837827607597877845387877847867917917856785760759TYP.4'-0"781TYP.663783784785787791726726760759784787538786782726B1A5.37787708724702(3 EQ.)4'-6"1"1"2'-0"2'-10"3'-0"12"(2 EQ)3'-0"2'-0"(5 EQ.)8'-3"702TYP.724723708787(7 EQ.)10'-3"(2 EQ.)3'-0"1'-6"1 3/8"A7.4B4A7.4C4A7.4A4STOR.111RR115C1A5.311910C1A5.31278378779078978213783TYP.782TYP.4'-0"787791726790760759781785726TYP.789TYP.725TYP.4'-0"TYP.2'-6"HALL108B1A5.38708787(3 EQ.)5'-0"1"1"702787708785+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:ENLARGEDPLANS &INTERIORELEVATIONS220401A5.3RWJKGGPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024CONSTRUCTION NOTES538 TOILET PARTITIONS663 TILE WAINSCOT, SEE FINISH SCHEDULE702 BUILT-IN CASEWORK, SEE FINISH SCHEDULE708 COUNTERTOP, SEE FINISH SCHEDULE723 DISHWASHER724 REFRIGERATOR725 FIBER REINFORCED PLASTIC PANEL726 TILE SURROUND759 TOILET PAPER DISPENSER760 TOILET SEAT COVER DISPENSER781 SANITARY NAPKIN DISPOSAL782 GRAB BAR783 TOILET, SEE PLUMBING784 MIRROR785 SOAP DISPENSER786 URINAL, SEE PLUMBING787 SINK, SEE PLUMBING & T-4789 MOP SINK790 RECESSED PAPER TOWEL DISPENSER AND WASTE RECEPTICLE791 SURFACE MOUNTED AUTOMATIC HAND DRYERSCALE:1/4" = 1'-0"A5.3A1ENLARGED PLAN - RESTROOM 121 & MEN 2212345SCALE:1/4" = 1'-0"A5.3B1ENLARGED PLAN - BREAK 1187SCALE:1/4" = 1'-0"A5.3C1ENLARGED PLAN - STOR 116 & RR 1209101112SCALE:1/4" = 1'-0"A5.3B3ENLARGED PLAN - HALL 1138136APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 49 of 105 ABBRDESCRIPTIONACSUSPENDED ACOUSTIC CEILING PANELSCONCRETE (POLISHED & SEALED)CNCCARPETCPTCONCRETE MASONRY UNITCMUCERAMIC TILECTEXPOSED STRUCTUREEXPELASTOMETRIC DECK COATINGELGYPSUM WALL BOARD 5/8" UONGB-1GB-9GB-1XGB-4PLASTIC LAMINATEPLPAINTPT1/2" PLYWOOD, PAINTEDPLYWDRUBBER BASERBRUBBER MATRMSHEET METALSMSTAINLESS STEELSSSTUCCO - PORTLAND CEMENT PLASTERSVINYL COMPOSITION TILEVCTWOODWDGYPSUM WALL BOARD, SOUND ABSORBENTGYPSUM WALL BOARD, FIRE RESISTANT (5/8") TYPE-XGYPSUM WALL BOARD, WATER RESISTANT (5/8")RUBBER STRINGERRSGYPSUM BOARD, SAG RESISTANT FOR CEILINGSGB-5GYPSUM BACKER BOARD, FOR TILE INSTALLATIONGB-71PAINT FINISH: EGG SHELL2PAINT FINISH: SEMI-GLOSS3PROVIDE CONCRETE HIGH-DENSITY CONRETE FINISHOVER EXISTING FOUNDATION4PROVIDE 12" HIGH RUBBER MAT BASE5REFER TO INTERIOR ELEVATIONS FOR ADDITIONALINFORMATION6PROVIDE PLYWOOD BACKBOARD, SEE ELECTRICAL7PROVIDE WINDOW SHADES+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:FINISH & ROOMFINISHSCHEDULE220401A6.1RWJKGGPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024ROOM FINISH SCHEDULEROOMSFLOORBASEWAINSCOTWALLSCEILINGCASEWORKREMARKSNUMBER DESCRIPTION MATERIAL COLOR MATERIAL COLOR MATERIAL COLORNORTHEASTSOUTHWESTMATERIAL COLOR COUNTERTOP COLOR CABINET COLORMATERIAL COLOR MATERIAL COLOR MATERIAL COLOR MATERIAL COLOR101 CLASSROOMCNCCNC-1 RBRB-1--GB-1 PT-1 GB-1 PT-1 GB-1 PT-1 GB-1 PT-1GB-5 PT-2QTZQTZ-1 PL PL-1102 CLASSROOMCNCCNC-1 RBRB-1--GB-1 PT-1 GB-1 PT-1 GB-1 PT-1 GB-1 PT-1GB-5 PT-2QTZQTZ-1 PL PL-1103 CLASSROOMLVTLVT-1 RBRB-2--GB-1 PT-1 GB-9 PT-1 GB-1 PT-1 GB-9 PT-1GB-5 PT-2104 CLASSROOMCNCCNC-1 RBRB-1--GB-1 PT-1 GB-1 PT-1 GB-1 PT-1 GB-1 PT-1GB-5 PT-2QTZQTZ-1 PL PL-1105 CLASSROOMCNCCNC-1 RBRB-1--GB-1 PT-1 GB-9 PT-1 GB-1 PT-1 GB-9 PT-1GB-5 PT-2106 CLASSROOMCNCCNC-1 RBRB-1--GB-1 PT-1 GB-1 PT-1 GB-1 PT-1 GB-9 PT-1GB-5 PT-2107 CLASSROOMCNCCNC-1 RBRB-1--GB-1 PT-1 GB-1 PT-1 GB-1 PT-1 GB-1 PT-1GB-5 PT-2108 HALLCNCCNC-1 RBRB-1--GB-1 PT-3B GB-1 PT-1 GB-1 PT-1 GB-1 PT-1GB-5 PT-2QTZQTZ-1 PL PL-1109 IDF/STOR.CNCCNC-1 RBRB-1--GB-1 PT-1 GB-1 PT-1 GB-1 PT-1 GB-1 PT-1GB-5 PT-2110 OPEN OFFICELVTLVT-1 RBRB-2--GB-1 PT-3B GB-1 PT-1 GB-1 PT-1 GB-1 PT-1GB-5 PT-2111 STOR.CNCCNC-1 RBRB-1--GB-1 PT-1 GB-1 PT-1 GB-1 PT-1 GB-1 PT-1GB-5 PT-2112 WOMENCNCCNC-1 MTLMTL-4 CT CT-1 GB-4/GB-7 PT-3A GB-4/GB-7 PT-3A GB-4/GB-7 PT-3A GB-4/GB-7 PT-3A GB-5 PT-2113 ELEC.CNCCNC-1 RBRB-1--GB-1 PT-1 GB-1 PT-1 GB-1 PT-1 GB-1 PT-1GB-5 PT-2114 CHASECNCCNC-1 --------GB-5 PT-2115 RRCNCCNC-1 MTLMTL-4 CT CT-1 GB-4/GB-7 PT-3A GB-4/GB-7 PT-3A GB-4/GB-7 PT-3A GB-4/GB-7 PT-3A GB-5 PT-2116 RRCNCCNC-1 MTLMTL-4 CT CT-1 GB-4/GB-7 PT-3A GB-4/GB-7 PT-3A GB-4/GB-7 PT-3A GB-4/GB-7 PT-3A GB-5 PT-2117 MENCNCCNC-1 MTLMTL-4 CT CT-1 GB-4/GB-7 PT-3A GB-4/GB-7 PT-3A GB-4/GB-7 PT-3A GB-4/GB-7 PT-3A GB-5 PT-2118 BREAKLVTLVT-1 RBRB-2--GB-1 PT-3B GB-1 PT-1 GB-1 PT-3B GB-1 PT-1GB-5 PT-2QTZQTZ-1 PL PL-1119 OPEN OFFICELVTLVT-1 RBRB-2--GB-1 PT-3B GB-1 PT-1 GB-1 PT-3B GB-1 PT-1GB-5 PT-2120 FRCNCCNC-1 RBRB-1--GB-1 PT-1 GB-1 PT-1 GB-1 PT-1 GB-1 PT-1GB-5 PT-2MATERIAL LEGENDFINISH NOTESFINISH SCHEDULEMATERIAL TYPEDESCRIPTIONLOCATIONNAME MANUFACTURER STYLE COLORCNC1CONCRETE (POLISHED & SEALED)-SMOOTH FINISH - INTERIORSTANDARD GRAYSEE ROOM FINISH SCHEDULECT1CERAMIC TILEDALTILECOLOR WHEEL - LINEAR - GLOSS - 4"X12"ARCTIC WHITE - 0190SEE ROOM FINISH SCHEDULEFF1FABRIC - FACTORY FINISHMODERNFOLDLENNONGRASS OATS 518S558HOPERABLE PARTITION FINISHFF2ROLLER SHADE FABRICDRAPERPW4400ALABASTER (LINEN)ROLLER SHADE FABRICGL1GLAZINGVITROSOLARBAN 90 (2) - 1/8" GLASS + 1/4" AIR GAP + 1/8" GLASS = 1/2" THICK PANELACUITYEXISTING STEEL FRAMED WINDOW GLAZINGGL2GLAZINGVITROSOLARBAN 90 (2) - 1/4" GLASS + 1/2" AIR GAP + 1/4" GLASS = 7/8" THICK PANELACUITYSTOREFRONT, WINDOWS & ALUMINUM DOORSGTR1GROUTCUSTOM BUILDING PRODUCTSPRISM381 BRIGHT WHITERESTROOM TILE GROUTMTL1METAL ROOFING ACCESSORIESPPG / METAL ERAPPG DURANAR SOLID COLORS009 PLYMOUTH ROCKMETAL GUTTERS AND DOWNSPOUTSMTL2METAL - FACTORY FINISHARCADIAPPG DURANAR XL067 CHAMPAGNE METALLIC UC70178XL STOREFRONT FINISHMTL3METALSCHLUTER SYSTEMSDILEX-AHKATSG - PEWTERSEE ROOM FINISH SCHEDULEMTL4METALSCHLUTER SYSTEMSJOLLYBW - BRIGHT WHITESEE ROOM FINISH SCHEDULEMTL5POWDER COATEDPPG / STEEL FABRICATORPPG DURANAR POWDER COATINGSTO MATCH RAL 7022METAL FRAMED AWNINGS OVER CLASSROOM DOORSPL1PLASTIC LAMINATEWILSONARTSOFTGRAIN FINISH WITH AEONUPTOWN WALNUT (7971K-12) TYPICAL CASEWORKPM1PERFORATED METAL SCREENPARASOLEILMARLIN (55% OPEN)BUFF STONEPERFORATED METAL SCREENPM2PERFORATED METAL SCREENPARASOLEILPULSAR (50% OPEN)BUFF STONEENTRANCE PORTAL CANOPYPT1PAINTSHERWIN WILLIAMSEGGSHELLSW7008 - ALABASTERINTERIOR FIELD PAINTPT2PAINTSHERWIN WILLIAMSEGGSHELLSW7757 - HIGH REFLECTIVE WHITE INTERIOR CEILING PAINTPT3APAINTSHERWIN WILLIAMSEGGSHELLSW0017 - CALICOINTERIOR ACCENT PAINTPT3BPAINTSHERWIN WILLIAMSEGGSHELLSW0040 - ROYCROFT ADOBEINTERIOR ACCENT PAINTPT4PAINTSHERWIN WILLIAMSSEMI-GLOSSSW9171 - FELTED WOOLSHEET METAL COPING CAP, INTERIOR & EXTERIOR HM DOOR & FRAME PAINTPT5PAINTSHERWIN WILLIAMSEGGSHELLSW7043 WORLDLY GRAYEXTERIOR FIELD PAINTPT6PAINTSHERWIN WILLIAMSSEMI-GLOSSSW7048 - URBANE BRONZEWINDOW PAINTPT7 HI PERFORMANCE EXTERIOR ENAMELSHERWIN WILLIAMSPRO INDUSTRIAL SEMI-GLOSSMATCH PT-4TUBE STEEL AT MONUMENT SIGN AND PERGOLASPT8APAINTSHERWIN WILLIAMSSEMI-GLOSSSW6911 - CONFIDENT YELLOW SUPERGRAPHIC ACCENT PAINTPT8BPAINTSHERWIN WILLIAMSSEMI-GLOSSSW6627 - EMBERGLOWSUPERGRAPHIC ACCENT PAINTPTC1PHENOLIC TOILET COMPARTMENTSBRADLEY CORPSOLID PHENOLIC CORE PARTITIONSSERENO (0320)RESTROOM PARTITIONSQTZ1QUARTZSILESTONE1" THICKBLANCO MAPLE 14COUNTERTOPSRB1RESILIENT WALL BASETARKETTMILLWORK - MONUMENT 4"32 - PEBBLEWALL BASERB2RESILIENT WALL BASETARKETTMILLWORK - MONUMENT 4"TA8 - WELSH CASTLEWALL BASES1STUCCOPAREX USACOLOR COLLECTIONOYSTER T010L (57)EXTERIOR STUCCO COLORTPO1THERMOPLASTIC MEMBRANE ROOFJOHNS MANVILLEJM TPO - 60 MILWHITEROOFVCT1SOLID VINYL FLOOR TILEPORCELANOSALINKFLOOR - LEAFSPEARCLASSROOM 103, BREAKROOM & OPEN OFFICE 110 & 119 FLOORINGWD1WOODMASONITE ARCHITECTURALASPIRO SERIES - PLAIN SLICED WALNUTHONEYWOOD DOORSAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 50 of 105 2PROVIDE ISA SYMBOL ON DOOR360 MINUTE RATED DOOR AND FRAME4PROVIDE SMOKE SEALS5PROVIDE TINTED 1/2" DUAL GLAZING1TOILET ROOM ISA SIGNAGE AND TEXT ON WALLADJACENT TO DOOR, SEE T-66PROVIDE ROOM IDENTIFICATION SIGNAGE, VERIFY TEXTWITH OWNER, SEE B3/T-67PROVIDE ACOUSTIC RATED DOOR8PROVIDE EGRESS DETAL, SEE C3/A7.41PROVIDE ROLLER SHADES2PROVIDE TEMPERED GLASS3NEW GLAZING AT EXISTING FIXED AND OPERABLEWINDOWSAWHBHWCWDHHWETTTNOTE:T: TEMPERED GLASSTTTTHW8'-8 1/2"EQEQEQEQEQEQTG27'-4"2'-7"2'-10"2'-7"8 1/2"TGTGTGTGTGSEE DOOR SCHEDULETGTGTGTG9'-7"1'-7"2'-7"2'-10"2'-7"TGTGTGTG11'-1"2'-7 3/4"6'-0"2'-5 1/4"9'-0"TG9'-7"5"11"2'-7"2'-10"2'-7"1'-7"TG1'-9"2 1/2"9'-9"1'-9"2'-7"2'-10"2'-7"TG9'-7"2'-11"5"3'-6 1/2"3'-0"4'-2"5'-0"5'-6"3'-8"5'-0"EEFFAABBCCDD+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:DOOR &STOREFRONTSCHEDULE220401A6.2RWJKGGPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024DOOR SCHEDULEDOORFRAME DETAILHARDWAREGROUPREMARKSMARK TYPE WIDTH HEIGHT ELEV DEPTH MATERIALGLAZINGTYPEFINISHCOLORINT/EXTLOUVERSIZEHOUR MATERIAL FINISHCOLORINT/EXTHEAD JAMB JAMB THRESHOLD101A SINGLE 3' - 0"7' - 0"B0' - 1 3/4" AL/GLASS GL-2MTLMTL-2-ALMTLMTL-212, 6, 8102A SINGLE 3' - 0"7' - 0"B0' - 1 3/4" AL/GLASS GL-2MTLMTL-2-ALMTLMTL-212, 6, 8103A SINGLE 3' - 0"7' - 0"B0' - 1 3/4" AL/GLASS GL-2MTLMTL-2-ALMTLMTL-212, 6, 8103B SINGLE 3' - 0"7' - 0"B0' - 1 3/4" AL/GLASS GL-2MTLMTL-2-ALMTLMTL-212, 6, 8103C OPERABLE 3' - 7 1/2" 8' - 0"E0' - 4"FF-FFFF-1----A2/A7.4 D1/A7.4 D1/A7.4 B2/S7.452, 6, 8104A SINGLE 3' - 0"7' - 0"B0' - 1 3/4" AL/GLASS GL-2MTLMTL-2-ALMTLMTL-212, 6, 8105A SINGLE 3' - 0"7' - 0"B0' - 1 3/4" AL/GLASS GL-2MTLMTL-2-ALMTLMTL-212, 6, 8105B SINGLE 3' - 0"7' - 0"A0' - 1 3/4" WD-STNWD-1-HMPTPT-43106APAIR6' - 0" 7' - 10 3/4" D0' - 1 3/4" AL/GLASS GL-2MTLMTL-2-ALMTLMTL-25107A SINGLE 3' - 0"7' - 0"B0' - 1 3/4" AL/GLASS GL-2MTLMTL-2-ALMTLMTL-212, 6, 8108A SINGLE 3' - 0"7' - 0"C0' - 1 3/4" HMGL-2PTPT-4-HMPTPT-41108B SINGLE 3' - 0"7' - 0"C0' - 1 3/4" WDGL-2STNWD-1-HMPTPT-43109A SINGLE 3' - 0"7' - 0"A0' - 1 3/4" WD-STNWD-1-HMPTPT-44110A SINGLE 3' - 0"7' - 0"A0' - 1 3/4" WD-STNWD-1-HMPTPT-49111A SINGLE 3' - 0"7' - 0"A0' - 1 3/4" WD-STNWD-1-HMPTPT-44112A SINGLE 3' - 0"7' - 0"A0' - 1 3/4" HM-PTPT-4-HMPTPT-4101113A SINGLE 3' - 0"7' - 0"A0' - 1 3/4" HM-PTPT-4-HMPTPT-47114A SINGLE 2' - 0"7' - 0"A0' - 1 3/4" HM-PTPT-4-HMPTPT-411115A SINGLE 3' - 0"7' - 0"A0' - 1 3/4" WD-STNWD-1-HMPTPT-441116A SINGLE 3' - 0"7' - 0"A0' - 1 3/4" HM-PTPT-4-HMPTPT-481117A SINGLE 3' - 0"7' - 0"A0' - 1 3/4" HM-PTPT-4-HMPTPT-4101118A SINGLE 3' - 0"7' - 0"A0' - 1 3/4" WD-STNWD-1-HMPTPT-49118B SINGLE 3' - 0"7' - 0"C0' - 1 3/4" HMGL-2PTPT-4-HMPTPT-41118C SINGLE 3' - 0"7' - 0"C0' - 1 3/4" HMGL-2PTPT-4-HMPTPT-41119A SINGLE 3' - 0"7' - 0"B0' - 1 3/4" AL/GLASS GL-2MTLMTL-2-ALMTLMTL-21119B SINGLE 3' - 0"7' - 0"B0' - 1 3/4" AL/GLASS GL-2MTLMTL-2-ALMTLMTL-21120A SINGLE 3' - 0"7' - 0"A0' - 1 3/4" HM-PTPT-4-HMPTPT-41DOOR NOTESWINDOW NOTESSTOREFRONT SCHEDULEMARK WIDTH HEIGHT TYPEFRAME GLAZING DETAILSREMARKSMATERIAL FINISH COLOR TYPE MIN. SHGCMIN.U-VALUEHEAD JAMB JAMB 2 SILLAA 33' - 6" 8' - 8 1/2" FIXED GLAZING ALUM MTL MTL-2 GL-2 0.40 0.57 A4/A7.1 B4/A7.1 D4/A7.1 C4/A7.1 2,3BB 11' - 1" 9' - 7" FIXED GLAZING ALUM MTL MTL-2 GL-2 0.40 0.57 A4/A7.1 B4/A7.1 B4/A7.1 C4/A7.1 2,3CC 1' - 9" 9' - 7" FIXED GLAZING ALUM MTL MTL-2 GL-2 0.40 0.57 A4/A7.1 B4/A7.1 B4/A7.1 C4/A7.1 2,3DD 3' - 6 1/2" 9' - 7" FIXED GLAZING ALUM MTL MTL-2 GL-2 0.40 0.57 A4/A7.1 B4/A7.1 B4/A7.1 C4/A7.1 2,3EE 5' - 0" 4' - 2" FIXED GLAZING ALUM MTL MTL-2 GL-2 0.40 0.57 A4/A7.1 B4/A7.1 B4/A7.1 C4/A7.1 2,3FF 5' - 0" 3' - 8" FIXED GLAZING ALUM MTL MTL-2 GL-2 0.40 0.57 A4/A7.1 B4/A7.1 B4/A7.1 C4/A7.1 2,3APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 51 of 105 1PROVIDE ROLLER SHADES2PROVIDE TEMPERED GLASS3NEW GLAZING AT EXISTING FIXED AND OPERABLEWINDOWS4'-10"5'-3"9'-10"5'-3"5'-2"4'-6"5'-4"5'-6"A1A2A3A46'-2"2'-6"4'-6"3'-6"7'-0"5'-3"2"A57'-2"A65'-0"5'-0"3'-4"2'-4"1'-9"TGTG+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:WINDOWSCHEDULE220401A6.3RWJKGGPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024WINDOW SCHEDULEWINDOWFRAMEDETAILSGLAZINGREMARKSMARK WIDTH HEIGHT TYPE GLAZING MATERIAL FINISH COLOR HEAD JAMB JAMB SILL MIN SHGCMINU-VALUEA15' - 3" 4' - 10" FIXED/OPERABLE GL-1-PTPT-40.400.571,3A25' - 3" 9' - 10" FIXED/OPERABLE GL-1-PTPT-40.400.571,3A35' - 2"4' - 6" FIXED/OPERABLE GL-1-PTPT-40.400.571,3A45' - 4"5' - 6" FIXED/OPERABLE GL-1-PTPT-40.400.571,3A55' - 3"7' - 0" FIXED/OPERABLE GL-1-PTPT-40.400.571,2,3A6FIXEDGL-1-PTPT-40.400.571,3WINDOW NOTESVARIES VARIESAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 52 of 105 DOOR AS SCHEDULED1/8" THICK ALUMINUM DOOR FRAME1" LONG STAINLESSSTEEL COUNTERSUNKSCREWS, TYPR1/4"1"1"10"1"INTERIOREXTERIORSEALANT, TYP.UNDERLAYMENTSHEET METAL DRIPDOOR AS SCHEDULEDDOOR FRAME AS SCHEDULEDDOOR FRAME BEYONDGYPSUM BOARD - SEE FINISHSCHEDULE FOR TYPEBATT INSULATION, SEE WALL TYPESROHEADER, SEE STRUCTURALSTUCCO OVER METAL LATH OVERBUILDING PAPERSUBSTRATEJ" REGLET, TYPSEE WALL TYPESVARIESROBATT INSULATION, SEE WALL TYPESGYPSUM BOARD - SEE FINISHSCHEDULE FOR TYPEGYPSUM BOARD - SEE FINISHSCHEDULE FOR TYPEHEADER, SEE STRUCTURALSEALANT (BOTH SIDES)DOOR FRAME AS SCHEDULEDDOOR AS SCHEDULEDDOOR FRAME BEYONDROEXTERIORINTERIORSUBSTRATEUNDERLAYMENTGYPSUM BOARD - SEE FINISHSCHEDULE FOR TYPEBATT INSULATION, SEEWALL TYPESDOOR AS SCHEDULEDDOOR FRAME AS SCHEDULEDSTUCCO OVER METAL LATH OVERBUILDING PAPERJ" REGLET, TYPSEALANT, TYP.WOOD FRAMING, SEE STRUCTURALSEE WALL TYPESVARIESROBATT INSULATION, SEEWALL TYPESGYPSUM BOARD - SEE FINISHSCHEDULE FOR TYPEWOOD FRAMING, SEESTRUCTURALGYPSUM BOARD - SEE FINISHSCHEDULE FOR TYPESEALANT (BOTH SIDES)DOOR FRAME AS SCHEDULEDDOOR AS SCHEDULEDWAINSCOT, WHEREOCCURS, SEE FINISHSCHEDULEINTERIOREXTERIOR1/2"DOOR AS SCHEDULEDALUMINUM THRESHOLD SET INMASTIC OVER SELF-ADHESIVEMEMBRANECONCRETE SLAB/FILL, SEESTRUCTURALSEALANT AND BACKER RODDOOR FRAME BEYONDRO1/2" MAX.1/4"FINISH FLOOR AS SCHEDULEDCONCRETE SLAB ONGRADE, SEE CIVILEXPANSION JOINT FIBER BOARDDOOR AS SCHEDULEDDOOR FRAME BEYONDROFINISH FLOOR AS SCHEDULEDCONCRETE SLAB/FILL, SEESTRUCTURALINSULATED GLAZING PANELMETAL VISION LITE FRAME, PAINT TO MATCH DOOR FRAMEDOOR AS SCHEDULEDGLAZINGMETAL VISION LITE FRAME PAINT TO MATCH DOOR FRAMEDOOR AS SCHEDULEDEXTERIOR GLAZINGINTERIOR GLAZINGEXTERIORINTERIOR1/2"1/4"CONCRETE SLAB ONGRADE, SEE STRUCTURAL.FINISH AS SCHEDULEDCONCRETE SLAB ONGRADE, SEE CIVILALUMINUM THRESHOLDSET IN MASTIC OVERSELF-ADHESIVEMEMBRANESEALANT AND BACKERRODPEMKO DOOR SWEEPDOOR AS SCHEDULEDSTOREFRONT SYSTEMBEYOND, TYP.GLAZING, TYPFINISH FLOOR, SEE ROOMFINISH SCHEDULEEXTERIORINTERIORGLAZING, TYPSTOREFRONT SYSTEM AS SCHEDULEDDOOR AS SCHEDULEDSTOREFRONT SYSTEMBEYOND, TYP.EXTERIORINTERIOR4 1/2"STUCCO OVER METAL LATH OVERBUILDING PAPERPLYWOOD SHEATHING, SEESTRUCTURALSHIM AS REQUIREDSHEET METAL DRIPSTOREFRONT SYSTEM AS SCHEDULEDGYPSUM BOARD - SEEFINISH SCHEDULE FORTYPESTOREFRONT SYSTEM BEYOND, TYP.HEADER, SEE STRUCTURALGLAZING, TYPSEALANT AND BACKER RODBATT INSULATION, SEEWALL TYPESJ" REGLET, TYPBUILDING PAPERMEMBRANE FLASHINGINTERIOREXTERIOR4 1/2"STUCCO OVER METAL LATH OVERBUILDING PAPERPLYWOOD SHEATHING, SEESTRUCTURALGYPSUM BOARD - SEE FINISHSCHEDULE FOR TYPEHEADER, SEE STRUCTURALJ" REGLET, TYPSEALANT AND BACKER RODGLAZING, TYPSTOREFRONT SYSTEMBEYOND, TYP.STOREFRONT SYSTEM ASSCHEDULEDBATT INSULATION, SEEWALL TYPESSEALANT AND BACKER RODSHIM AS REQUIREDBUILDING PAPERMEMBRANE FLASHINGEXTERIORINTERIOR4 1/2"GLAZING, TYPSTOREFRONT SYSTEM AS SCHEDULEDSTOREFRONT SYSTEM BEYOND, TYP.MAX.1/4"4 1/2"INTERIOREXTERIORGLAZING, TYPSTOREFRONT SYSTEM ASSCHEDULEDSTOREFRONT SYSTEM BEYOND, TYP.SEALANT (BOTH SIDES)EXPANSION JOINTMATERIALCONCRETE SLAB ONGRADE, SEE CIVILCONCRETE SLAB ONGRADE, SEE STRUCTURAL.FINISH AS SCHEDULEDMAX1/2"WOOD FRAMING, SEESTRUCTURALGYPSUM BOARD - SEE FINISHSCHEDULE FOR TYPEBATT INSULATION, SEEWALL TYPESSEALANT, TYP.SEALANT AND BACKERRODSTUCCO OVER METAL LATH OVERBUILDING PAPERSUBSTRATEAIR AND WATER BARRIERJ" REGLET, TYP3"1/8" ALUMINUM COVER ADHEREDTO DOOR FRAME. FINISH TO MATCHALUMINUM STOREFRONTGLAZING, TYPDOOR AS SCHEDULEDSTOREFRONT SYSTEM AS SCHEDULEDSHIM AS REQUIREDMEMBRANE FLASHINGEXTERIORINTERIORSTUCCO OVER METAL LATH OVERBUILDING PAPERPLYWOOD SHEATHING, SEESTRUCTURALSHIM AS REQUIREDSHEET METAL DRIPSTOREFRONT SYSTEM AS SCHEDULEDGYPSUM BOARD - SEEFINISH SCHEDULE FORTYPESTOREFRONT SYSTEMBEYOND, TYP.HEADER, SEE STRUCTURALGLAZING, TYPSEALANT, TYP.BATT INSULATION, SEEWALL TYPESJ" REGLET, TYP4 1/2"DOOR AS SCHEDULEDMEMBRANE FLASHINGBUILDING PAPER+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:DOOR &STOREFRONTDETAILS220401A7.1HVJKRW/GGPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1 1/2" = 1'-0"A7.1D1DOOR - KICK PLATESCALE:3" = 1'-0"A7.1A1EXTERIOR DOOR - HEADSCALE:3" = 1'-0"A7.1A2INTERIOR DOOR - HEAD/JAMBSCALE:3" = 1'-0"A7.1B1EXTERIOR DOOR - JAMBSCALE:3" = 1'-0"A7.1B2INTERIOR DOOR - JAMBSCALE:3" = 1'-0"A7.1C1EXTERIOR DOOR - THRESHOLDSCALE:3" = 1'-0"A7.1C2INTERIOR DOOR - THRESHOLDSCALE:3" = 1'-0"A7.1D2DOOR - GLAZINGSCALE:3" = 1'-0"A7.1C3STOREFRONT DOOR - THRESHOLDSCALE:3" = 1'-0"A7.1D3STORFRONT DOOR - HEADSCALE:3" = 1'-0"A7.1A4EXTERIOR STOREFRONT - HEADSCALE:3" = 1'-0"A7.1B4EXTERIOR STOREFRONT - JAMB AT STUCCOSCALE:3" = 1'-0"A7.1D4STOREFRONT MULLIONSCALE:3" = 1'-0"A7.1C4EXTERIOR STOREFRONT - SILLSCALE:3" = 1'-0"A7.1B3STOREFRONT DOOR - JAMBSCALE:3" = 1'-0"A7.1A3STOREFRONT DOOR - HEADAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 53 of 105 CT1VERIFY LAYOUT WITH ARCHITECT PRIOR TO STARTING TILE WORK.STACKED BOND LAYOUT.NOTES:1.2.MTL4MTL34"4"4"TILE TRIM AT ALL MIRRORS AND PAPER TOWEL DISPENSERS THAT INTERSECT TILE WAINSCOT, U.O.NCT1MTL4MTL3CT14'-0"METAL TRIMWALL PER PLANWATER RESISTANT GYPSUM BOARDTILE WAINSCOT OVER MORTAR, SEEFINISH SCHEDULEWALL PER PLANGYPSUM BOARD, SEE FINISH SCHEDULE FOR TYPEGROUT, TYP.TILE WAINSCOT OVER MORTAR, SEE FINISH SCHEDULECONCRETE SLAB ON GRADEMETAL COVEALL SIDES18" MIN.CUT BACK EXISTINGPLASTER BROWN COATNEW BUILDING PAPEROVER EXISTING, LAP 4" MINALL 4 SIDESCUT BACK EXISTINGPLASTER SCRATCH COATEXISTING METAL LATH TOREMAINCUT BACK EXISTINGPLASTER FINISH COATEXISTING STUCCODAMAGENOTE: REPLACE PLASTER IN LAYERS SAME AS EXISTING NEW FINISH COAT TEXTURE TO MATCH EXISTING1.2.+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:DETAILS220401A7.2RWJKAuthorPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/2" = 1'-0"A7.2A1WAINSCOT TILE LAYOUTSCALE:1/2" = 1'-0"A7.2A2TILE TRIMSCALE:3" = 1'-0"A7.2A4TILE WAINSCOT DETAILSCALE:3" = 1'-0"A7.2B4TILE WAINSCOT COVESCALE:1" = 1'-0"A7.2C4STUCCO REPAIR DETAILAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 54 of 105 WATERPROOF SEALER AT OPENING AND 4" BEYOND OPENING4CORNER REINFORCEMENT AT ALLCORNERS TYPICAL AT DOORS ANDWINDOWS"REFERENCE DOOR AND WINDOW SCHEDULEMEMBRANE ROOFING1/2" COVER BOARD3 1/2" POLYISO RIGIDINSULATIONVAPOR BARRIERLAYER MATERIAL R-VALUE01AIR FILM0.1701SINGLE PLY ROOFING MEMBRANE0.1502ROOF COVER BOARD 2.503POLYISO INSULATION 17.404PLYWOOD SHEATHING0.606EXISTING 1X8 ROOF SUBSTRATE 1.2507AIR FILM INTERIOR0.61ROOF TYPE OVERALL OVERALL OVERALL <0.041 ROOF DIMENSION R-VALUE U-VALUE U-VALUEERA-01 5 3/8" 22.71 .044 XEXISTING 1X8 ROOFSUBSTRATEEXISTING ROOF FRAMINGPLYWOOD SHEATHING,SEE STRUCTURALNOTE:VAPOR BARRIER SHALL BE SEALED AT EDGES.8" MINROOF COVER BOARDMEMBRANE ROOFINGMETAL FASTENER PERMANUFACTURERFLASHING MEMBRANEMEMBRANE CAPPIPE PENETRATION12 GA. WIRE TYPCOMPRESSION STRUT TABLE1 - 3 5/8" x 25 GA. MTL. STUD2 - 1 5/8" x 25 GA. MTL STUDS W/ SHEET MTL. SCREWS @ 12" O.C.2 - 2 1/2" x 25 GA. MTL. STUDS W/ SHEET MTL. SCREWS @ 12" O.C.2 - 3 5/8" x 25 GA. MTL STUDS W/ SHEET MTL. SCREWS @ 12" O.C.DESCRIPTIONPROVIDE VERTICAL WIRE HANGERS @ 4'-0" O.C. EA. WAY (TYP.)VERTICAL METAL STUD COMPRESSION STRUT @ 12'-0" EA. WAY MAX. SECURE TO CEILING SYSTEM W/SHEET METAL SCREWS. SEE BRACING DETAIL & TABLE BELOW.ALENGTH OF STRUT0" TO 8'-0"8'-1" TO 10'-0"10'-1" TO 15'-0" 15'-1" TO 20'-0"TYPEABBBMETAL STUDSHEET MTL. SCREWSCHEDULED CEILING SYSTEMBWALLSECURE TO STRUCTURE W/POWER DRIVEN FASTENERS1. SUSPENDED CEILINGS SHALL COMPLY WITH ASCE 7 13.5.6.2.22. PERIMETER SUPPORT ON MINIMUM 2" CLOSURE ANGLES, 2 ADJACENT ENDS OF CEILING GRID SHALL BE ATTACHED TO CLOSURE ANGLES WHILE OTHER ENDS SHALL HAVE 3/4" CLEARANCE FROM WALLS AND REST UPON AND BE FREE TO SLIDE ON CLOSURE ANGLES.0'-8"4'-0" MAX. STRUT W/DIAGONAL WIRE BRACING12'-0"O.C. EA. DIRECTION MAX. FOR13' MAX.VARIES AFF7<3NOTES:8" MAX.UNATTACHED WALL"ATTACHED WALLBASIS-OF-DESIGN: PRODUCT/SYSTEM IS COMPLIANT WITH ICC-ESR-1308 FOR SEISMIC DESIGN CATEGORY "D."HEAVY-DUTY RUNNERS, TYP.PERIMETER WALL MOLDING, TYPMANUFACTURER'S PROPRIETARYATTACHMENT "BERC-2" CLIP, TYP.MANUFACTURER'S PROPRIETARY ATTACHMENT "BERC-2" CLIP, TYP.8" MAX.SUSPENSION SYSTEM0'-1 3/4"HEAVY-DUTY TEGULAR RUNNERS, TYP. 0'-0 9/16"EDGE DETAILMECHANICAL AND LIGHT FIXTURES SHALL BE CONNECTED TO (1) VERTICAL 12 GA. WIRE ATTACHED TO OPPOSING CORNERS ALONG FIXTURES DIAGONAL. 12 GA. SPLAYED BRACING WIRES AT 12 FEET O.C. MAX WITHIN 6 FEET FROM EACH WALL AND SHALL BE 6' MIN. FROM PIPES AND DUCTWORK18 GA WIRE TIECROSS-FURRING7/8" GALV. HAT SECTIONFURRING CHANNEL AT16" O.C. MAX. 25 GA. AT INTERIOR, 20 GA. AT EXTERIOR APPLICATIONSCOMPRESSION STRUT 25 GA.METAL STUD WITH 7/8" FLANGE12'-0" O.C. EACH WALLMAIN RUNNER:1-1/2" DEEP, 7/16" FLANGE X A75 LB./FT. MIN. COLD ROLLED CHANNEL AT 48" O.C. MAX. WITH 8 GA. VERT. HANGER WIRE AT 48" O.C. WITH 3 TURNS IN 1'1/2"NOTE: PERIMETER WIRESTO BE 8" FROM WALL2" MAX.2 " MAX.C90 MIN45MAX.45 MAX.L45 MAX.90 MIN.LATERAL FORCE BRACING MEMBERS SHALL BE A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCESFOR STRUTS 4' TO 8' IN LENGTH, A MINIMUM 25 GA. METAL STUD WITH 1-5/8" FLANGE AND 1/2" LIP MAY BE USED. PROVIDE CALS FOR STRUTS GREATER THAN 8' IN LENGTHCROSS RUNNERS, TYP.HANGER WIRE, AS INDICATED BELOW WITH MIN. 3 TIGHT TURNS WITHIN THE FIRST 1-1/2" AT BOTH ENDS OF WIRE, TYPICAL. ANCHOR TO STRUCTURE PER DETAIL B2/A7.5SEE FINISH SCHEDULE & SPECS FOR TYPE OF CEILING TILE, TYPICALRIGID BRACING & COMPRESSION STRUT. SEE DETAILMAIN RUNNERS, TYP.CROSS RUNNERMAIN RUNNERITEMGALV. HANGER WIRES (EA. WAY)ACOUSTICAL PANEL CLG."HEAVY DUTY" PER ASTM C635#12 GA. @ 4'-0" O.C.RIGID BRACING & COMP. STRUTPER @ 12'-0" O.C. EA. WAY"HEAVY DUTY" PER ASTM C635*SECTION PROPERTIES FOR COLD ROLLED CHANNELS (CRC) AND HAT CHANNELS SHALL BE IN COMPLIANCE WITH SSMA (ICC ER-4943P)MIN8"BONDING ADHESIVEMEMBRANE ROOFINGMETAL FASTENER PERMANUFACTUREREXISTING STUCCO OVER METALLATHEXISTING SHEATHINGMETAL FASTENER PERMANUFACTURERJ" REGLET, TYPMETAL CONTERFLASHING, 3" MINEXISTING BUILDING PAPER2" MAX45MAX45MAX10'-6" MAX *7'-41/2" MAX*HEAVY DUTY MAIN RUNNERHEAVY DUTY CROSS TEEPROVIDE MINIMUM 250T200-33 DIAGONAL BRACES IN 2 DIRECTIONS, ORIENTED AT 90-DEGREES FROM EACH OTHER. SPACING SHALL BE AT PER TABLE IN DETAIL EACH WAY. COMPRESSION STRUT SHALL ALSO BE MINIMUM 250T200-33. ANCHOR TO STRUCTURAL PER A1/A7.11. CONNECT STRUT TO RUNNER AND BRACES TO STRUT WITH (2) #8 SMS*MAX LENGTH OF COMPRESSION STRUT & BRACES: CHECK KL/R<200 FOR 250T200-33:K=1.0, L=10'-6"= 126", R=0.658 (PER SSMA)(1.0)(126) / (0.658) = 191 < 200 O.K.HEM ALL EDGESWALL PER PLANDOWNSPOUT4"2'-6"2"8"DOWNSPOUT1'-6"20 GA. SHEET METAL SPLASHEQEQ1/2" CORRIGATIONS1"3"~, 20 GA DOWNSPOUT W/ 16 GA ANCHOR STRAPS @ 48'' O.C., ALSO SEE SECTIONWALL PER PLANCONCRETE WALK OR LANDSCAPING, AS OCCURS3" 20 GA. SHEET METAL DOWNSPOUTWALL PER PLANHEM EDGE OF STRAP16 GA STRAP 1" WIDE1/4" - 14 x 7/8" STICH TEK FASTENERS7 1/2".1'-0"PLYWOOD SHEATHING, SEESTRUCTURAL3 1/2" RIGID INSULATION BOARD1/2" COVER BOARDSINGLE PLY ROOF MEMBRANE(E) 1" DIAGONAL ROOFSHEATHING(E) ROOF JOIST(E) SOFFIT STUCCO AND BOARDALUMINUM BREAK METALCONTINUOUS CLOSURETRIM5/8" MARINE GRADEPLYWOOD BASEALUMINUM DRIP EDGECOVERTREATED WOOD NAILERSEXTRUDED ALUMINUM DRIP EDGEMEMBRANE FLASHINGSHEET METAL GUTTERWITH LEAF GUARDNON-CURING SEALANTSINGLE PLY ROOFMEMBRANE#10 X 2" STAINLESS STEELFASTENERSALUMINUM DRIP EDGECOVER1" MIN.8" MIN.SEALANT, TYP.STAINLESS STEEL HOSECLAMPPVC BOOT FLASHINGMEMBRANE PERMANUFACTURERMETAL FASTENER PERMANUFACTURERFLASHING STRIP, HOT AIRWELDEDMEMBRANE ROOFINGROOF COVER BOARDPLYWOOD SHEATHING,SEE STRUCTURAL7 1/2".1'-0"PLYWOOD SHEATHING, SEESTRUCTURAL3 1/2" RIGID INSULATION BOARD1/2" COVER BOARDSINGLE PLY ROOF MEMBRANE(E) 1" DIAGONAL ROOFSHEATHING(E) ROOF JOIST(E) SOFFIT STUCCO AND BOARDALUMINUM BREAK METALCONTINUOUS CLOSURETRIM5/8" MARINE GRADEPLYWOOD BASEALUMINUM DRIP EDGECOVERTREATED WOOD NAILERSEXTRUDED ALUMINUM DRIP EDGEMEMBRANE FLASHINGNON-CURING SEALANTSINGLE PLY ROOFMEMBRANE#10 X 2" STAINLESS STEELFASTENERSALUMINUM DRIP EDGECOVER+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:DETAILS220401A7.3HVJKRW/GGPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:3" = 1'-0"A7.3D1WATER PROOFINGSCALE:1 1/2" = 1'-0"A7.3D3TYPICAL ROOF ASSEMBLYSCALE:3" = 1'-0"A7.3A4VENT STACK FLASHINGSCALE:1/2" = 1'-0"A7.3B1SUSPENDED CEILING DETAILSCALE:3" = 1'-0"A7.3A3CEILING SUSPENSION SYTEM & EDGESCALE:3" = 1'-0"A7.3C2SUSPENDED CEILING DETAILSCALE:12" = 1'-0"A7.3C1SUSPENDED CEILING DETAILSCALE:3" = 1'-0"A7.3C3BASE TIE-IN AND TERMINATION AT STUCCO WALLSCALE:12" = 1'-0"A7.3B2RIDGID SUSPENDED GRID BRACINGSCALE:1 1/2" = 1'-0"A7.3B3SPLASH BLOCKSCALE:3" = 1'-0"A7.3B4DOWNSPOUTSCALE:1" = 1'-0"A7.3C4ROOF EDGE DETAIL - LOW SIDESCALE:3" = 1'-0"A7.3D2FLUE VENT FLASHINGSCALE:1" = 1'-0"A7.3D4ROOF EDGE DETAIL - HIGH SIDEAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 55 of 105 VARIES, SEE INTERIOR ELEVATIONS1'-3"3"2"ADJUSTABLE SHELF CLIPS ANDSTANDARDSADJUSTABLE SHELF, TYP.PULLS, ALL PULLS SHALL ALIGN, TYP.PLASTIC LAMINATE LIGHT VALANCELIGHT FIXTURE WHERE OCCURS, SEEELECTRICALPLASTIC LAMINATE, SEE FINISHSCHEDULE2'-10"4"3"2'-1"1"1 1/2"PLASTIC LAMINATE BASE, SEE FINISHSCHEDULECHAMFERED EDGEADJUSTABLE SHELF CLIPS ANDSTANDARDSADJUSTABLE SHELF, TYP.PLASTIC LAMINATE, SEE FINISHSCHEDULEDRAWERS WITH FULL EXTENSIONSLIDESCOUNTERTOP, SEE FINISH SCHEDULEBACKSPLASH WHERE OCCURS, SEEFINISH SCHEDULE AND INTERIORELEVATIONS5"PULLS, ALL PULLS SHALL ALIGN, TYP.FINISH FLOOR AS SCHEDULED4"2'-10"4"3"5"2'-1"6" MAX.9" MIN.17" MIN.8" MIN.27" MIN.1 1/2"1"PLASTIC LAMINATE BASE, SEE FINISHSCHEDULESINK, SEE PLUMBING & T-4BACKSPLASH WHERE OCCURS, SEEFINISH SCHEDULE AND INTERIORELEVATIONSCOUNTERTOP, SEE FINISH SCHEDULECHAMFERED EDGEPLASTIC LAMINATE TIP DRAWER, SEEFINISH SCHEDULEPULLS, ALL PULLS SHALL ALIGN, TYP.PLASTIC LAMINATE, SEE FINISHSCHEDULEFINISH FLOOR AS SCHEDULED20 GA. x 6" WIDE FLAT STOCK AND (2) #S12 S.M.S. TOP AND BOTTOM EACH END. FLAT STOCK TO EXTEND ACROSS MINIMUM 3 STUDSSTUDS PER WALL TYPE DESIGNATIONNOTE:1. APPLY BACKING AT CASEWORK, T.V., GUARD RAILS, GRAB BARS, MIRRORS, WHITE BOARDS, DOOR STOPS, AND OTHER TYPICAL LOCATIONS OF WALL MOUNTED EQUIPMENT.1 1/2"WALL PER PLANWATER RESISTANT GYPSUM BOARDGRAB BAR, SEE C4/T-4WAINSCOT, WHEREOCCURS, SEE FINISHSCHEDULEWOOD BLOCKINGATTACH GRAB BAR THRU WALL WITHMOUNTING SCREWS TO BACKINGPLATE SECURELY FASTENED BETWEENSTUDS AS REQUIREDGYPSUM BOARD - SEE FINISHSCHEDULE FOR TYPEWOOD FRAMING, SEE STRUCTURAL2X WOOD FRAMING, SEESTRUCTURALROOF JOIST, SEE STRUCTURALPLYWOOD SHEATHING, SEESTRUCTURALPVC ROOFINGBATT INSULATION, SEE WALL TYPESBLOCKING, SEE STRUCTURALGYPSUM BOARD - SEE FINISHSCHEDULE FOR TYPE2X WOOD FRAMING, SEESTRUCTURALPLYWOOD SHEATHING, SEESTRUCTURALPVC ROOFINGBATT INSULATION, SEE WALL TYPESROOF JOIST, SEE STRUCTURALBLOCKING, SEE STRUCTURALFLOORING AS OCCURSPARTITION PANELBOTTOM SWEEPAUTOMATIC BOTTOM SEALOPERABLE PARTITIONCAULKING BETWEEN WALL AND JAMBDOUDLE STUD FRAMING, TYP. BOTH END OF OPERABLE PARTITIONGYPSUM BOARD, SEE FINISH SCHEDULE FOR TYPE AND FINISH, TYP.OF TRACKCL1"NOTES:1. EXTEND GYPSUM BOARD TIGHT TO ROOF DECK. APPLY SEALANT AT JOINTS & PENETRATIONS TO INSURE COMPLETE SEAL.2. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL BRACING AND CONNECTION TO ROOF FRAMINGGYPSUM BOARD - SEE FINISHSCHEDULE FOR TYPESEALANT, TYP.+8'-0"OPENING HEIGHTOPERABLE PARTITION & TRACK2 LAYERS GYPSUM BOARD, SEE FINISH SCHEDULE FOR TYPE6 3/4"1'-6"GLUELAM BEAM, SEE STRUCTURALTHIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED0'-1"LETTERS SHALL BE UPPER CASE, SAN SERIF TYPE, 1" HIGH+)1+,8'/8+4°,+':9 :2,)'5/2,+0)5'/48':@:94+)?*+)'8:./Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILIDNGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:DETAILS220401A7.4HVJKGGPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1" = 1'-0"A7.4A4UPPER CASEWORKSCALE:1" = 1'-0"A7.4B4BASE CASEWORKSCALE:1" = 1'-0"A7.4C4BASE CASEWORKSCALE:3" = 1'-0"A7.4D3TYPICAL WALL BACKING PLATESCALE:3" = 1'-0"A7.4D4GRAB BAR MOUNTING DETAILSCALE:3" = 1'-0"A7.4A3WALL PERPENDICULAR TO JOISTSCALE:3" = 1'-0"A7.4B3WALL PERALLEL TO JOISTSCALE:3" = 1'-0"A7.4B2OPERABLE PARTITION PANEL THRESHOLDSCALE:3" = 1'-0"A7.4C1OPERABLE PARTITION JAMBSSCALE:1 1/2" = 1'-0"A7.4D1OPERABLE PARTITION POCKET DOORSCALE:1 1/2" = 1'-0"A7.4A2OPERABLE PARTITION PANEL HEADERSCALE:1 1/2" = 1'-0"A7.4C3EGRESS DECALAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 56 of 105 ρSTRUCTURALNOTESS1.0Description: Date:Project Number:Drawn By:Checked By:Sheet Title:Approved By:NOT FORCONSTRUCTIONPROJECT:6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:220401JLODRORCHPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024Orie Engineering2Structural and Bridge EngineersORIE2STRUCTURALBRIDGE9750 Miramar Road, Suite 310San Diego, CA 92126Fax: (858) 586-09111ST BUILDINGDEPARTMENTSUBMITTAL08/12/22DDONLAEIORR.BID SET 08/30/22APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 57 of 105 TABLE 1705.3REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTIONTYPE1. Inspect reinforcement, including prestressingtendons, and verify placement.2. Reinforcing bar welding:a.Verify weldability of reinforcing bars otherthan ASTM A706;b.Inspect single-pass fillet welds, maximum 516"andc.Inspect all other welds.3. Inspect anchors cast in concrete.4. Inspect anchors post-installed in hardenedconcrete members.aa.Adhesive anchors installed in horizontally orupwardly inclined orientations to resistsustained tension loads.b.Mechanical anchors and adhesive anchors notdefined in 4.a.5. Verify use of required design mix.—6. Prior to concrete placement, fabricate specimens forstrength tests, perform slump and air content tests,and determine the temperature of the concrete.7. Inspect concrete and shotcrete placement for properapplication techniques.8. Verify maintenance of specified curing temperatureand techniques.9. Inspect prestressed concrete for:a.Application of prestressing forces; andb.Grouting of bonded prestressing tendons.10.Inspect erection of precast concrete members.11.Verify in-situ concrete strength, prior to stressing oftendons in post-tensioned concrete and prior toremoval of shores and forms from beams andstructural slabs.12.Inspect formwork for shape, location anddimensions of the concrete member being formed.XX—XX———X—XCONTINUOUSSPECIALINSPECTION——PERIODIC SPECIALINSPECTIONXXXXXX——X——XXXTABLE 1705.6REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILSTYPECONTINUOUS SPECIALINSPECTION———X—PERIODIC SPECIALINSPECTIONXXX—XTABLE 1705A.2.1VERIFICATION AND INSPECTIONREQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTIONCONTINUOUS PERIODIC1. Material verification of high-strength bolts, nuts and washers:b. Manufacturer's certificate of compliance required.2. Inspection of high-strength bolting:3. Material verification of structural steel and cold-formed steel deck:4. Material verification of weld filler materials:—5. Inspection of welding:a. Structural steel and cold-formed steel deck:1. Complete and partial joint penetration groove welds2. Multipass fillet welds.3. Single-pass fillet welds > 516"4.Plug and slot welds.5. Single-pass fillet welds ≤ 516"6. Floor and roof deck welds.——b. Reinforcing steel:1. Verification of weldability of reinforcing steel other thanASTM A706.2. Reinforcing steel resisting flexural and axial forces inintermediate and special moment frames, and boundaryelements of special structural walls of concrete and shearreinforcement.3. Shear reinforcement.4. Other reinforcing steel.6. Inspection of steel frame joint details for compliance:a. Details such as bracing and stiffening.b. Member locations.c. Application of joint details at each connection.—XX————XXXX—————X———XXXX—XXXXXXXXX————XXX—a. Specific requirements for special inspection shall be included in the research report for the anchor issued by an approved source in accordancewith 17.8.2 in ACI 318, or other qualification procedures. Where specific requirements are not provided, special inspection requirements shall bespecified by the registered design professional and shall be approved by the building official prior to the commencement of the work.1. Verify materials below shallow foundations are adequate to achieve the designbearing capacity.2. Verify excavations are extended to proper depth and have reached proper material.3. Perform classification and testing of compacted fill materials.4. Verify use of proper materials, densities and lift thicknesses during placement andcompac-tion of compacted fill.5. Prior to placement of compacted fill, inspect subgrade and verify that site has beenprepared properly.a. Identification markings to conform to ASTM standardsspecified in the approved construction documents.a. Snug-tight joints.b. Pretensioned and slip-critical joints using turn-of-nutwith matchmarking, twist-off bolt or direct tensionindicator methods of installation.c. Pretensioned and slip-critical joints using turn-of-nutwithout matchmarking or calibrated wrench methods ofinstallation.a. For structural steel, identification markings to conform toAISC 360.b. For other steel, identification markings to conform toASTM standards specified in the approved constructiondocuments.c. Manufacturer's certified test reports.a. Identification markings to conform to AWS specificationin the approved construction documents.b. Manufacturer's certificate of compliance required.SPECIAL INSPECTIONSTEEL SPECIAL INSPECTION KEYNOTES:NOTES:NOTES1. ALL SPECIAL INSPECTIONS AND TESTING SHALL BE IN CONFORMANCE WITH CHAPTER 17 OF THE CODE. THEOWNER IS RESPONSIBLE FOR RETAINING AN APPROVED AGENCY TO PERFORM SPECIAL INSPECTIONS FORTHIS PROJECT.2. THE SPECIAL INSPECTION TABLES LISTED BELOW ARE PARTIAL EXCERPTS OF THE TABLES LISTED IN THECODE AND ADDITIONAL SPECIAL INSPECTION REQUIREMENTS OF THIS PROJECT. IT IS THE RESPONSIBILITYOF THE SPECIAL INSPECTOR TO CONFORM WITH ALL ASPECTS OF OF THE CODE AND STANDARDSREFERENCED BY CHAPTER 17.3. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE GOVERNING JURISDICTION IN THE CATEGORY OFWORK REQUIRED TO HAVE SPECIAL INSPECTION. EXCEPTIONS:A. SOILS INSPECTIONS BY THE SOILS ENGINEER OF RECORDB. WHEN WAIVED BY THE GOVERNING JURISDICTION4. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE GOVERNINGJURISDICTION FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND EQUIPMENTS.5. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSEINSPECTIONS REQUIRED TO BE PERFORMED BY THE GOVERNING JURISDICTION. SPECIALLY INSPECTEDWORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF AN INSPECTOR FROM THEGOVERNING JURISDICTION IS SUBJECT TO REMOVAL OR EXPOSURE..6. FOR CONTINUOUS INSPECTION, WHEN WORK IN MORE THAN ONE CATEGORY OF WORK REQUIRING SPECIALINSPECTION IS TO BE PERFORMED SIMULTANEOUSLY, OR THE GEOGRAPHIC LOCATION OF THE WORK ISSUCH THAT IT CANNOT BE CONTINUOUSLY OBSERVED IN ACCORDANCE WITH THE PROVISIONS OF THECODE, IT IS THE AGENT'S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF INSPECTORS TO ASSURETHAT ALL WORK IS INSPECTED IN ACCORDANCE WITH THOSE PROVISIONS.7. PERIODIC INSPECTION SHALL OCCUR FREQUENTLY ENOUGH TO INSPECT ALL OF THE INSTALLED ITEMSAND TO PERIODICALLY WITNESS THE INSTALLATION OF THE ITEMS.8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR OR INSPECTIONAGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIALINSPECTION. ALL WORK PERFORMED WITHOUT REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL..9. THE SPECIAL INSPECTOR SHALL PROVIDE WEEKLY REPORTS AND A FINAL REPORT TO THE STRUCTURALENGINEER.10. THE SPECIAL INSPECTOR SHALL ENSURE THAT ALL DEFICIENCIES RELATED TO THE SPECIAL INSPECTIONTABLES NOTED BY THE STRUCTURAL ENGINEER IN STRUCTURAL OBSERVATION REPORTS ARECORRECTED. SUCH COMPLIANCE SHALL BE REFERENCED IN SPECIAL INSPECTOR REPORT. THEFOLLOWING ELEMENTS OF CONSTRUCTION SHALL REQUIRE SPECIAL INSPECTION PER CHAPTER 17 OF THECODE. U.N.O.1. THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDERWHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THELOW-STRESS TYPE.2. WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEENPERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 IN. (75MM) OF THE WELD.3. THE SPECIAL INSPECTIONS NOTED IN ITEMS 2, 3, AND 4 ARE NOT REQUIRED WHERE THE WORK ISDONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE GOVERNINGJURISDICTION. THE SPECIAL4. INSPECTIONS NOTED IN ITEMS 5 AND 6 ARE NOT REQUIRED FOR SNUG-TIGHT JOINTS.5. PROVIDE SPECIAL INSPECTION FOR CONNECTIONS BOLTED WITH A325 AND A490 BOLTS.INSPECTIONS SHALL BE DONE PER APPROVED NATIONALLY RECOGNIZED STANDARDS AND THEREQUIREMENTS OF THE CODE AND THE GOVERNING JURISDICTION. WHILE THE WORK IS INPROGRESS, THE SPECIAL INSPECTOR SHALL DETERMINE THE BOLTS, NUTS, WASHERS AND PAINT;BOLTED PARTS; AND INSTALLATION AND TIGHTENING MEET THE STANDARDS REQUIREMENTS.6. THE SPECIAL INSPECTOR FOR HIGH STRENGTH BOLTED CONNECTIONS SHALL:A. OBSERVE THE CALIBRATION PROCEDURES WHEN SUCH PROCEDURES ARE REQUIRED BY THE PLANS OR SPECIFICATIONS.B. MONITOR THE INSTALLATION OF BOLTS TO DETERMINE THAT ALL PLIES OF CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER.C. MONITOR THAT THE SELECTED PROCEDURE IS PROPERLY USED TO TIGHTEN ALL BOLTS.CONCRETE SPECIAL INSPECTION KEYNOTES:1. THE SPECIAL INSPECTOR FOR ADHESIVE ANCHORS SHALL VERIFY THE DRILLING OF ANY HOLES, THE CLEANLINESS OF THE HOLE,THE MOISTURE IN THE HOLE, MIXING THE ADHESIVE, THE BRAND OF ADHESIVE, AND THE PROPER MATERIAL FOR ASSEMBLY.REQUIRED SPECIAL INSPECTIONS FOR STRUCTURAL WOOD (CBC 1705.11.1)TYPECONTINUOUS SPECIALINSPECTION—PERIODIC SPECIALINSPECTION1. Wood shearwalls, shear panels and diaphragms, drag struts, bracing and holdownsincluding nailing, bolting, anchoring and other fastening to other elements wherefastener spacing at panel edges is less than 4 inches on center.—2. Wood shearwalls, shear panels and diaphragms, drag struts, bracing and holdownsincluding nailing, bolting, anchoring and other fastening to other elements wherefastener spacing at panel edges is greater than 4 inches on center.X—STRUCTURALNOTESS1.1Description: Date:Project Number:Drawn By:Checked By:Sheet Title:Approved By:NOT FORCONSTRUCTIONPROJECT:6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:220401JLODRORCHPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024Orie Engineering2Structural and Bridge EngineersORIE2STRUCTURALBRIDGE9750 Miramar Road, Suite 310San Diego, CA 92126Fax: (858) 586-09111ST BUILDINGDEPARTMENTSUBMITTAL08/12/22DDONLAEIORR.BID SET 08/30/22APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 58 of 105 Table 25.3.1—Standard hook geometry for development of deformed bars intensionType ofstandardhook Bar sizeNo. 3 throughNo. 890-degreehookNo. 9 throughNo. 11No. 14 andNo. 18No. 3 throughNo. 8180-degreehookNo. 9 throughNo. 11No. 14 andNo. 18Minimum insidebend diameter, in.6db8db12db10db6db8db10dbGreater of4db and 2.5 in.Straightextension[1]Lext, in.Type of standard hookTable 25.3.2—Minimum inside bend diameters and standard hook geometryfor stirrups, ties, and hoopsType of stan-dard hook Bar size90-degreehookNo. 3throughNo. 5No. 6throughNo. 8135-degreehookNo. 3throughNo. 5No. 6throughNo. 8180-degreehookNo. 3throughNo. 5No. 6throughNo. 8Minimum insidebend diameter, in.4db6db4dbGreater of 6db and3 in.6db4db6dbStraight extension[1]Lext, in.Greater of 6db and3 in.12dbType of standard hookGreater of4db and2.5 in.TYPICALSTRUCTURALDETAILSS1.2Description: Date:Project Number:Drawn By:Checked By:Sheet Title:Approved By:NOT FORCONSTRUCTIONPROJECT:6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:220401JLODRORCHPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024Orie Engineering2Structural and Bridge EngineersORIE2STRUCTURALBRIDGE9750 Miramar Road, Suite 310San Diego, CA 92126Fax: (858) 586-09111ST BUILDINGDEPARTMENTSUBMITTAL08/12/22DDONLAEIORR.BID SET 08/30/22APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 59 of 105 TYPICALSTRUCTURALDETAILSS1.3Description: Date:Project Number:Drawn By:Checked By:Sheet Title:Approved By:NOT FORCONSTRUCTIONPROJECT:6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:220401JLODRORCHPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024Orie Engineering2Structural and Bridge EngineersORIE2STRUCTURALBRIDGE9750 Miramar Road, Suite 310San Diego, CA 92126Fax: (858) 586-09111ST BUILDINGDEPARTMENTSUBMITTAL08/12/22DDONLAEIORR.BID SET 08/30/22APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 60 of 105 ’™’TYPICALSTRUCTURALDETAILSS1.4Description: Date:Project Number:Drawn By:Checked By:Sheet Title:Approved By:NOT FORCONSTRUCTIONPROJECT:6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:220401JLODRORCHPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024Orie Engineering2Structural and Bridge EngineersORIE2STRUCTURALBRIDGE9750 Miramar Road, Suite 310San Diego, CA 92126Fax: (858) 586-09111ST BUILDINGDEPARTMENTSUBMITTAL08/12/22DDONLAEIORR.BID SET 08/30/22APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 61 of 105 $%&'()A29'-0"B29'-0"B29'-0"A29'-0"B10'-9"B10'-9"B10'-9"B12'-8"B12'-2"B12'-2"A21'-4"A9'-6"A6'-0"B6'-0"B18'-10"A21'-0"A21'-0"C10'-0"C5'-0"A15'-0"A1'-3"A1'-3"B25'-3"A47'-8"4444444444442222222222224444(&21&6/$%21*5$'($6([32677<3([32677<3%6&6+66;;7<35(029($1'5(3/$&('$0$*('3,3(&2/801'6)')'(&21&6/$%21*5$'((6667<3#6+($5:$//Z1(:)7*7<3$6A5'-10"6[[622222222+66[[7<366,066,0+66[[7<3+66[[7<36(/(&75,&$/(48,30(17&21&5(7(3$'127(6/(*(1')25',0(16,2161276+2:16(($5&+'5$:,1*6),1,6+)/2255()(5(1&('$780 8216((*(1(5$/127(6$1'7<3,&$/'(7$,/6216666$1'6)255(,1)$7&251(562))227,1*66(()25121%($5,1*:$//&211(&7,21$7%$6(6(()253,3(67+528*+)227,1*66((63(&,$/,163(&7,21,65(48,5('6((6,1',&$7(6(;,67,1*678':$//,1',&$7(61(:678':$//678',1),//,1',&$7(6(;,67,1*)7*,1',&$7(61(:)7*,1',&$7(61(:&';3/<:22'6+($5,1),//727232)522)Z[#2&72&5($7()8//+(,*+7:$//,1',&$7(61(:+2/'2:1,1',&$7(687,/,7<75(1&+6((&,9,/666$//(;,67,1*[326766833257,1*522)$7(;7(5,252)%8,/',1*725(0$,1,13/$&(''21/$(,2550 )%':2«§§'6#1(654'65 74401+#%.(467#.#+4'''(&'4+56'4215#501+')+0.0Q«52ULH(QJLQHHULQJ25,(6758&785$/%5,'*(0LUDPDU5RDG6XLWH6DQ'LHJR&$ZZZ2ULHFRP6WUXFWXUDODQG%ULGJH(QJLQHHUVDescription: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILDINGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:FOUNDATIONPLAN220401S2.1JLODRORCHPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 920246&$/( 6)281'$7,213/$1APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 62 of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«§§'6#1(654'65 74401+#%.(467#.#+4'''(&'4+56'4215#501+')+0.0Q«52ULH(QJLQHHULQJ25,(6758&785$/%5,'*(0LUDPDU5RDG6XLWH6DQ'LHJR&$ZZZ2ULHFRP6WUXFWXUDODQG%ULGJH(QJLQHHUVDescription: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILDINGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:ROOFFRAMING PLAN220401S2.2JLODRORCHPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 920246&$/( 6522))5$0,1*3/$1APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 63 of 105 STRUCTURALSECTIONSS3.1Description: Date:Project Number:Drawn By:Checked By:Sheet Title:Approved By:NOT FORCONSTRUCTIONPROJECT:6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:220401JLODRORCHPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024Orie Engineering2Structural and Bridge EngineersORIE2STRUCTURALBRIDGE9750 Miramar Road, Suite 310San Diego, CA 92126Fax: (858) 586-09111ST BUILDINGDEPARTMENTSUBMITTAL08/12/22DDONLAEIORR.BID SET 08/30/22APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 64 of 105 STRUCTURALDETAILSS4.1Description: Date:Project Number:Drawn By:Checked By:Sheet Title:Approved By:NOT FORCONSTRUCTIONPROJECT:6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:220401JLODRORCHPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024Orie Engineering2Structural and Bridge EngineersORIE2STRUCTURALBRIDGE9750 Miramar Road, Suite 310San Diego, CA 92126Fax: (858) 586-09111ST BUILDINGDEPARTMENTSUBMITTAL08/12/22DDONLAEIORR.BID SET 08/30/22APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 65 of 105 STRUCTURALDETAILSS4.2Description: Date:Project Number:Drawn By:Checked By:Sheet Title:Approved By:NOT FORCONSTRUCTIONPROJECT:6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:220401JLODRORCHPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024Orie Engineering2Structural and Bridge EngineersORIE2STRUCTURALBRIDGE9750 Miramar Road, Suite 310San Diego, CA 92126Fax: (858) 586-09111ST BUILDINGDEPARTMENTSUBMITTAL08/12/22DDONLAEIORR.BID SET 08/30/22APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 66 of 105 STRUCTURALDETAILSS4.3Description: Date:Project Number:Drawn By:Checked By:Sheet Title:Approved By:NOT FORCONSTRUCTIONPROJECT:6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:220401JLODRORCHPACIFIC VIEW SCHOOLRENOVATIONCITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024Orie Engineering2Structural and Bridge EngineersORIE2STRUCTURALBRIDGE9750 Miramar Road, Suite 310San Diego, CA 92126Fax: (858) 586-09111ST BUILDINGDEPARTMENTSUBMITTAL08/12/22DDONLAEIORR.BID SET 08/30/22APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 67 of 105 MANUFACTURERMARKSIZEFACE24" x 10"26" x 12"600ALUMINUM, AEROBLADE GRILLS, WITH 3/4" BLADES AT 45°, DEFLECTION AND PARALLEL TO THE SHORT SIDE.SUPPLY DIFFUSERSIDEWALLNECKMODELCFM RANGEREMARKSAIR DISTRIBUTION SCHEDULEA--766'MECHANICAL LEGENDSYMBOLABBREVIATION DESCRIPTIONFD/SFDVD18"x12"18"øD/LU/CSRFCTGFD/SFDVDAD/APD/LU/CMECHANICAL LEGEND (CONTINUED)SYMBOL ABBREVIATION DESCRIPTIONH2OHPKWLBSMAXMBHMINOAOBDOVPDRPMSQ. FT.TONSTSPVELWBWATERHORSE POWERKILOWATTSPOUNDS (WEIGHT)MAXIMUMCAPACITY EXPRESSED IN THOUSANDS OF BTU/HRMINIMUMOUTSIDE AIROPPOSED BLADE DAMPEROUTLET VELOCITYPRESSURE DROP (FEET OF WATER)REVOLUTIONS PER MINUTESQUARE FEETCAPACITY IN TONS OF REFRIGERATIONTOTAL STATIC PRESSURE (INCHES OF WATER)VELOCITYWET BULBPOCEXISTING DUCTWORKEXISTING TO BE DEMOLISHEDDUCTWORKLINED DUCTWORKFLEXIBLE DUCTWORKSUPPLY DIFFUSERRETURN AIR REGISTEREXHAUST AIR GRILLESUPPLY DUCT SECTIONRETURN DUCT SECTIONEXHAUST DUCT SECTIONROUND DUCT SECTIONSIDEWALL REGISTERLINEAR SLOT SUPPLY DIFFUSERLINEAR SLOT RETURN AIR (DUCTED AND NON-DUCTED)FLEXIBLE CONNECTIONTRANSFER AIR GRILLE BOOT ASSEMBLYFIRE DAMPER OR SMOKE / FIRE DAMPER [DIAGRAMMATIC]VOLUME DAMPERRECTANGULAR DUCTWORK (DOUBLE LINE)FIRST NUMBER INDICATES SIDE SHOWNROUND DUCTWORK (DOUBLE LINE)SMOOTH RADIUS DUCT ELBOW WITHOUT TURNING VANESRECTANGULAR 90° ELBOW WITH AIRFOIL TURNING VANESACESS DOOR / ACCESS PANELDOOR LOUVER (INDICATED FREE AREA)UNDERCUT DOOR (INDICATED AFF CLEARANCE)SMOKE DETECTORTHERMOSTATSENSORPIPE UPPIPE DOWNPIPE DROP / PIPE RISETOP CONNECTION BRANCH LINEBOTTOM CONNECTION BRANCH LINETEE UPTEE DOWNGENERAL NOTES1. ALL CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY TO EACH OTHER IN THAT ALL APPARATUS, MATERIALS, EQUIPMENT, AND METHOD OF INSTALLATION OUTLINED IN THE DRAWINGS AND / OR SPECIFIED HEREIN SHALL BE CONSIDERED ESSENTIAL TO THE CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS PRIOR TO ANY CONSTRUCTION.2. NEW AND / OR EXISTING EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, INCLUDING EQUIPMENT LOCATIONS, POINTS OF CONNECTION, AND STRUCTURAL MEMBERS, PRIOR TO INSTALLATION. NOTIFY THE CONSTRUCTION COORDINATOR OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO COMMENCING ANY WORK. DO NOT PROCEED WITHOUT CONSTRUCTION COORDINATOR APPROVAL FOR ANY CHANGES REQUIRED.3. CONTRACTOR SHALL COORDINATE ALL DUCT, PIPE, AND EQUIPMENT LOCATIONS WITH ELECTRICAL, STRUCTURAL, PLUMBING, AND ALL OTHER TRADES.4. ALL WORK SHALL BE IN ACCORDANCE WITH CITY CODES, STATE OF CALIFORNIA ENERGY CONSERVATION STANDARDS, AND ALL OTHER APPLICABLE CODES.5. ROOM THERMOSTATS SHALL BE CAPABLE OF BEING SET TO MAINTAIN SPACE TEMPERATURE SET POINTS FROM 55°F TO 85°F, AND BE CAPABLE OF OPERATING THE HEATING AND COOLING IN SEQUENCE. THERMOSTATS SHALL BE ADJUSTABLE TO PROVIDE A TEMPERATURE RANGE OF UP TO 10°F BETWEEN FULL HEATING AND FULL COOLING BEING SUPPLIED. CONTROLS SHALL HAVE THE CAPABILITY OF TERMINATING ALL HEATING AT A TEMPERATURE NOT MORE THAT 70°F. THERMOSTATS SHALL BE HANDICAP ACCESSIBLE, LOCATED AT 48 INCHES ABOVE FLOOR.6. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED, AND TESTED IN ACCORDANCE WITH THE MOST RESTRICTIVE OF LOCAL REGULATIONS AND PROCEDURES DETAILED IN THE A.S.H.R.A.E. HANDBOOK OF FUNDAMENTALS, OR THE APPLICABLE STANDARDS ADOPTED BY S.M.A.C.N.A.. PROVIDE RECTANGULAR DUCT OF GALVANIZED STEEL AND PREFABRICATED SPIRAL LOCK-SEAM DUCTS AND FITTINGS. ALL DUCT SIZES SHOWN ARE NET INSIDE CLEAR DIMENSIONS (I.E. AFTER INSULATION HAS BEEN INSTALLED, REVIEW PLANS CLOSELY FOR LINED DUCTWORK.)7. ALL FLEXIBLE DUCT SHALL BE CONSTRUCTED WITH EXTERIOR REINFORCED LAMINATED VAPOR BARRIER, 1-1/2" THICK FIBERGLASS INSULATION (K-25 AT 75°F), ENCAPSULATED SPRING STEEL WIRE HELIX, AND IMPERVIOUS SMOOTH NON PERFORATED INTERIOR VINYL LINER. INDIVIDUAL LENGTHS OF FLEXIBLE DUCT SHALL BE SUPPORTED AT OR NEAR MID-LENGTH WITH A 2" WIDE 28-GAUGE STEEL HANGER COLLAR. ATTACHED TO THE STRUCTURE WITH AN APPROVED DUCT HANGER. IN COMPLETE CONFORMANCE WITH 2019 C.M.C. APPENDIX. MAXIMUM LENGTH CONNECTION TO TERMINAL OUTLET SHALL BE 5 FEET.8. ALL CEILING DIFFUSERS SAHLL BE 4-WAY THROW, UNLESS SHOWN OTHERWISE.9. ALL H.V.A.C. SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS PER SECTIONS 111 AND 122 E.E.S.10. ALL H.V.A.C. EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS PER SECTIONS 111-113, 115 AND 120-129 E.E.S.11. DO NOT SCALE DRAWINGS - ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE JOB SITE TO BID SUBMITTAL, START OF CONSTRUCT AND / OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION.12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND REPAIR OF ADJACENT EXISTING SURFACES, EQUIPMENT, AREAS, AND PROPERTY THAT MAY BE DAMAGED AS A RESULT OF ANY DEMOLITION AND / OR NEW WORK.13. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF THE CEILING DIFFUSERS AND GRILLES.14. SEE ARCHITECTURAL DRAWINGS FOR ROOF ACCESS AND ADDITIONAL ENERGY CONSERVATION NOTES.15. SEE PLUMBING DRAWINGS FOR GAS PIPING, PRIMARY CONDENSATE PIPING, AND FINAL CONNECTIONS16. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING DUCTS ARE PERMITTED IN AREA SEPARATION WALL.17. PROVIDE SEISMIC RESTRAINTS FOR ALL MECHANICAL SYSTEMS PER CODE.18. ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 118, 123, 123, TITLE 24 ENERGY STANDARDS, AND TABLE 6-6A AND 6-6B OR C.M.C.19. INSULATION, ADHESIVES, VAPOR-BARRIER MATERIALS, AND OTHER ACCESSORIES SHALL BE NON-COMBUSTIBLE. THE MATERIALS SHALL HAVE U.L. FLAMESPREAD RATING NOT MORE THAN 25 AND A SMOKE DENSITY NOT MORE THAT 50.20. ALL SUPPLY, RETURN, OUTSIDE, AND RELIEF BRANCH DUCTS SHALL BE PROVIDED WITH ACCESSIBLE MANUAL VOLUME DAMPERS WITH LOCKS.21. PROVIDE FLEXIBLE CONNECTIONS AT THE INLET AND OUTLET OF ALL FANS.22. EACH SYSTEM SUPPLYING AIR IN EXCESS OF 2000 CFM SHALL BE EQUIPPED WITH AN AUTOMATIC SHUTOFF. AUTOMATIC SHUTOFF SHALL SHUT DOWN IN THE AIR-MOVING EQUIPMENT WHEN THE SMOKE IS DETECTED IN THE SUPPLY AIR. DETECTOR SHALL BE INSTALLED IN THE MAIN SUPPLY, AHEAD OF ANY SUPPLY BRANCHES. SPACES SERVED BY MULTIPLE AIR MOVING SYSTEMS SHALL HAVE INTERLOCKED SMOKE DETECTORS, CONNECTED TOGETHER THROUGH A RELAY PANEL TO SHUTOFF ALL EQUIPMENT SERVING THE SPACE WHEN SMOKE IS DETECTED BY ANY SINGLE SMOKE DETECTOR.23. FIRE-STOPPING SHALL BE PROVIDED WHERE PENETRATING ITEMS PASS ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OR BEARING WALLS REQUIRED TO HAVE A FIRE RESISTIVE RATING, AND WALL REQUIRING PROTECTED OPENINGS. FIRE-STOPPING SHALL ALSO BE PROVIDED AT PENETRATIONS OF FIRE RESISTIVE FLOORS AND FLOORS WHICH ARE PART OF A CEILING-FLOOR ASSEMBLY. FIRE-STOPPING SHALL HAVE AN "F" OR "T" RATING AS DETERMINES BY TEST CONDUCTED IN ACCORDANCE WITH C.B.C., 2019 EDITION.24. AIR FILTERS SHALL BE STATE FIRS MARSHALL APPROVED AND LISTED. PRE-FORMED FILTERS HAVING COMBUSTIBLE FRAMING SHALL BE TESTED AS A COMPLETE ASSEMBLY. AIR FILTERS IN ALL OCCUPANCIES SHALL BE CLASS 2 OR BETTER (AS SHOWN IN THE STATE FIR MARSHALL LISTING). AIR FILTERS SHALL BE ACCESSIBLE FOR CLEANING AND / OR REPLACEMENT.25. ALL SPLIT-SYSTEM AIR CONDITIONING SYSTEMS SHALL HAVE REFRIGERANT LINES SIZED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR EACH SYSTEM APPLICATION. THIS CONTRACT SHALL INCLUDE ALL ACCESSORIES, HARDWARE, ETC. THAT MAY BE RECOMMENDED.26. ALL EVAPORATOR AND CONDENSING COILS (INDOOR AND OUTDOOR COILS) SHALL BE TREATED WITH SPRAY-ON PHENOLIC COATING FOR SALT AND CHEMICAL PROTECTION BY AN INDEPENDENT CONTRACTOR SPECIALIZING IN THE PROCESS (OR BY THE EQUIPMENT MANUFACTURER). PROVIDE CONTRACTOR'S EXPERIENCE AND PROPOSED PROCESS DURING THE SUBMITTAL PERIOD.27. OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE INSTALLED WITH DAMPERS THAT AUTOMATICALLY CLOSE DURING PERIODS OF NON-USE OF THE AREAS SERVED BY THE EQUIPMENT.28. PRE-OCCUPANCY VENTILATION SHALL BE: (a) THE MINIMUM RATE OF OUTDOOR AIR REQUIRED BY CALIFORNIA ENERGY EFFICIENCY STANDARDS SECTION 121 (b), OR (b) THREE COMPLETE AIR CHANGES, WHICHEVER IS LESS, AND SHALL BE SUPPLIED TO THE ENTIRE BUILDING DURING THE ONE-HOUR PERIOD IMMEDIATELY BEFORE THE BUILDING IS NORMALLY OCCUPIED.29. ALL DAMPERS SHALL BE READILY ACCESSIBLE FOR TESTING AND MAINTENANCE, LEFT OPEN, CHECKED FOR RANGE OF ADJUSTMENT, AND NOT INSULATED OVER UNTIL TEST AND BALANCE IS COMPLETED.30. ALL RELATED ACCEPTANCE DOCUMENTS SHALL BE SUBMITTED TO THE FIELD INSPECTOR DURING CONSTRUCTION. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THESE FORMS ARE REVIEWED AND APPROVED.31. COMPONENTS THAT ARE INSTALLED IN-LINE WITH THE DUCT SYSTEM AND HAVE AN OPERATING WEIGHT GREATER THEN 75 LBS. SUCH AS FANS, HEAT EXCHANGERS, AND HUMIDIFIERS, SHALL BE SUPPORTED AND LATERALLY BRACED INDEPENDENT OF THE DUCT SYSTEM. (ASCE 7 SEC. 13.6.7)32. EXHAUST DUCTS SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS PER SECTION 504.1.1 CMC.TITUSPAR-AA450 TO 650300 TO 60012" x 10"12" x 12"24" x 24"14" x 12"RETURN / EXHAUST REGISTER24" x 24"LAY-INHARD LIDSIDEWALLNOTES:ALL SUPPLY DIFFUSERS SHALL BE SELECTED AT A MAX. 30 NC.DIFFUSER BRANCH DUCTWORK SHALL BE THE SAME SIZE AS THE DIFFUSER NECK.REFER TO ARCHITECTURAL PLANS FOR CEILING TYPES.BALANCING DAMPERS SHALL BE PROVIDED AT EACH DIFFUSER UNLESS HVAC SYSTEM SERVES A SINGLE DIFFUSER. FOR DIFFUSERS LOCATED ON HARD LID CEILINGS ACCESSIBLE WITH A LADDER, PROVIDE RAPID MOUNT FRAMES AT EACH DIFFUSER WHICH CAN BE USED TO ACCESS BALANCING DAMPERS. FOR DIFFUSERS LOCATED ON HARD LID CEILINGS THAT ARE NOT ACCESSIBLE WITH A LADDER, PROVIDE MECHANICAL YOUNG REGULATORS. LOCATE WALL MOUNTED CABLE CONTROLLER IN READILY ACCESSIBLE CONCEALED AREAS OR SECURED/NON PUBLIC ROOMS.GRILLE FINISH SHALL MATCH ADJACENT FINISH.ALUMINUM PERFORATED RETURN DIFFUSER, LAY-IN BORDER TYPE 1, HARD LID BORDER FLUSH FACEAA --BB --ENERGY CONSERVATION NOTES1. INSULATION MATERIAL SHALL MEET THE CALIFORNIA QUALITY STANDARD PER SECTION 118 E.E.S.2. DOORS AND WINDOWS SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS PER SECTION 116 E.E.S.3. ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 118, 123, AND 124 E.E.S., TABLE 6-D, AND SECTION 120 U.M.C.4. ALL HVAC SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS PER SECTIONS 112 AND 122 E.E.S.5. ALL HVAC EQUIPMENT AND APPLIANCES SHALL BE THE REQUIREMENTS PER SECTIONS 111-113, 115, AND 120-129 E.E.S.95)6<67(0127(6)25&2175$&725 ),(/',167$//('5()5,*(5$17%$//9$/9(672%(3529,'('$7)$1&2,/6$1'$7,1/(72)+($75(&29(5<%2;(6)25(48,30(176(59,&,1* $//5()5,*(5$17/,1(672%(,1',9,'8$//<,168/$7('$65(48,5('%<&2'( &2175$&725723529,'($&&85$7($6%8,/73,3,1*/(1*7+6727+(95)0$18)$&785(5)253523(55()5,*(5$17&+$5*(''(7(50,1$7,21 $'',7,21$/5()5,*(5$17)257+(6<67(0672%(3529,'('%<7+(&2175$&725 &20081,&$7,21:,5,1*6+$//%(581,1$3523(5'$,6<&+$,1$1'%(*$675$1'('6+,(/'(':,5( 728&+6&5((1&(175$/&21752/3$1(/:,//%('$,6<&+$,1(',1727+(:,5(&20081,&$7,21%86$1'+$9(%$6(7(7+(51(7)255(027(,17(51(7$&&(669$&32:(5:,7+9$75$16)250(55(48,5('7232:(53$1(/6 &(175$/&21752/3$1(/72+$9(%$&1(7,17(5)$&(&$3$%,/,7<72%8,/',1*$8720$7,21&21752/6<67(0%$66<67(06+$//%((48,33(' :,7+1(&(66$5<&20321(17672&20081,&$7(:,7+&,7<0$,17(1$1&(3(56211(/7+528*+7+('$7$6<67(0&(175$/&21752/3$1(/72%(/2&$7(',16,'(7+(,')5220 ,167$//,1*&2175$&7,1*),500867%($33529('$1'&(57,),('%<7+(95)0$18)$&785(5,1',9,'8$/&(57,),(')25,167$//$7,212) 7+(/*95)6<67(00867%(35(6(17216,7(,167$//,1*25683(59,6,1*,167$//$7,212)7+(95)6<67(0 7+(&2175$&725,65(48,5('72%,'726+,%$$67+(%$6,62)'(6,*1)257+(352-(&7&2175$&72560$<68%67,787($0$18)$&785(5$77+(,52:15,6.+2:(9(5(48,30(1768%67,787,216:,//5(48,5()8//5('(6,*1%<7+(0(&+$1,&$/&2175$&725$77+(,52:1&267)8//(48,30(17&225',1$7,21$1'5('(6,*10$<,1&/8'(%87127/,0,7('72$5&+,7(&785$/0(&+$1,&$/6758&785$/(/(&75,&$/5()5,*(5$173,3,1*&21752//(565()5,*(5$1792/80($&&2002'$7,216$1'$5($768%&2175$&725 62:15,6.$1':,7+2871(*$7,9(,03$&7727+(&216758&7,216&+('8/( 0$,17$,10$18)$&785(55(&200(1'('6(59,&(&/($5$1&(621&21'(16(56)$1&2,/6$1'%5$1&+&21752//(56 0$18)$&785(50867+$9(6,0,/$5,167$//$7,216,16,=($1'0$*1,78'(:,7+,11257+(51&$/,)251,$086768%0,7352-(&75()(5(1&(6,7(6'85,1*68%0,77$/352&(66 0$18)$&785(508673529,'(&$/&8/$7,216'85,1*%,'$1''85,1*7+(68%0,77$/352&(666+2:,1*7+(,56<67(0&203/,(6:,7+7+(5()5,*(5$17'(16,7<5(48,5(0(1766(7)257+3(5&0&$1'$6+5$(67$1'$5'1.2.3.4.5.2019 CAL GREEN NOTES1. 5.201.1 SCOPE. THE CALIFORNIA ENERGY COMMISION WILL CONTINUE TO ADOPT MANDATORY BUILDING STANDARDS.2. 5.410.2 COMMISSIONNING FOR NEW BUILDINGS 10,000 SQUARE FEET AND OVER, BUILDING COMMISSIONNING SYSTEMS BY TITLE 24 DOCUMENTATION, PART 6, PROCESS SYSTEMS AND RENEWABLE ENERGY SHALL BEINCLUDED IN THE DESIGN AND CONSTRUCTION PROCESSES OF THE BUILDING PROJECT. COMMISSIONNING REQUIREMENTS SHALL INCLUDE ITEMS LISTED IN SECTION 5.410.2.3. COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION OR DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL, OR OTHER METHODS ACCEPTABLE TO ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST OR DEBRIS WHICH WAY COLLECT IN THE SYSTEM.4. 5.504.5.3. FILTERS. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR PRIOR TO OCCUPANCY THAT PROVIDES AT LEAST A MERV OF 13.5. 5506.1 OUTSIDE AIR DELIVERY. FOR MECHANICALLY OR NATURALLY VENTILATED SPACES IN BUILDINGS, MEET THE MINIMUM REQUIREMENTS OF SECTION 120.1 OF THE CALIFORNIA ENERGY CODE, CCR, TITLE 24, PART 6, AND CHAPTER 4 OR CCR, TITLE 8 OR THE APPLICABLE LOCAL CODE, WHICHEVER IS MORE STRINGENT.6. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. FOR BUILDINGS EQUIPPED WITH DEMAND CONTROL VENTILATION, CO2 SENSORS AND VENTILATION CONTROLS SHALL BE SPECIFIED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE CALIFORNIA ENERGY CODE, C.C.R., TITLE 24, PART 6, SECTION 120.1 (c)(4).7. 5.508.1 OZONE DEPLETION GREEN HOUSE GAS AND REDUCTIONS. INSTALLATION OF HVAC, REFRIGERATION AND FIRE SUPPRESSION OF EQUIPMENT SHALL COMPLY WITH SECTION 5.508.1.1 AND 5.508.1.2 CFCS. INSTALL HVAC EQUIPMENT COMPLYING WITH EITHER OF THE FOLLOWING. 5.508.1.1 INSTALL HVAC, REFRIGERATION, AND FIRE SUPPRESSION EQUIPMENT THAT DOES NOT CONTAIN CHLOROFLOUROCARBONS (CFCS).5.508.1.2 INSTALL HVAC AND REFRIGERANT EQUIPMENT THAT DO NOT CONTAIN HALONS.3FTITUSDIFFUSER / GRILLE CALLOUTCFMAFFAMBCFMDBDIA(E)EFESP°FFLAFPMGALGPMABOVE FINISHED FLOORAMBIENTCUBIC FEET PER MINUTEDRY BULBDIAMETEREXISTINGEXHAUST FANEXTERNAL STATIC PRESSURE (INCHES OF WATER)DEGREES FAHRENHEITFULL LOAD AMPERESFEET PER MINUTEGALLONGALLONS PER MINUTE24" x 12"26" x 14"700ALUMINUM, AEROBLADE GRILLS, WITH 3/4" BLADES AT 45°, DEFLECTION AND PARALLEL TO THE SHORT SIDE.SIDEWALLB--3F24" x 14" 26" x 16" 800ALUMINUM, AEROBLADE GRILLS, WITH 3/4" BLADES AT 45°, DEFLECTION AND PARALLEL TO THE SHORT SIDE.SIDEWALLC--3F350FSALUMINUM RETURN GRILLE, 3/4" BLADE SPACING, 35 DEGREE DEFLECTION, BLADES PARALLEL TO SHORT DIMENSIONCALCULATION BASED ON OCCUPANCY :CLASSROOM 101:CLASSROOM 102:CLASSROOM 103:CLASSROOM 104:CLASSROOM 105:CLASSROOM 106:CLASSROOM 107:270 CFM18 PERSON x 15 CMF/PERSON =AREA BASED CALCULATION:CLASSROOM 101: 878 SQ. FT. X 0.38 CFM PER SQ. FT. = 334 CFMCLASSROOM 102: 897 SQ. FT. X0.38 CFM PER SQ. FT. = 342 CFMCLASSROOM 103: 1808 SQ. FT. X 0.38 CFM PER SQ. FT. =688 CFMCLASSROOM 104: 896 SQ. FT. X 0.38 CFM PER SQ. FT. = 340 CFMCLASSROOM 105:904 SQ. FT. X 0.38 CFM PER SQ. FT. =344 CFMCLASSROOM 106:841 SQ. FT. X 0.38 CFM PER SQ. FT. =321 CFMTOTAL CFM = 2711 CFM%8,/',1*2876,'($,5&$/&8/$7,21618 PERSON x 15 CMF/PERSON =37 PERSON x 15 CMF/PERSON =18 PERSON x 15 CMF/PERSON =270 CFM555 CFM18 PERSON x 15 CMF/PERSON =14 PERSON x 15 CMF/PERSON =18 PERSON x 15 CMF/PERSON =270 CFM270 CFM210 CFM270 CFMTOTAL CFM = 2115 CFMCLASSROOM 106:893 SQ. FT. X 0.38 CFM PER SQ. FT. =342 CFM0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:CITY SUBMITTAL08/11/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comBID SET 08/30/22MECHANICALNOTES, LEGENDANDSCHEDULES210406M0.1JPDILPPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 68 of 105 9$5,$%/(5()5,*(5$176<67(0,1'225 )$1&2,/81,76&+('8/(81,77<3( $5($66(59('(/(&75,&$/+($7,1*&22/,1*23(5$7,1*6<67(002'(/&21'(16,1*0,1 )$1)$10$;&$3(17'% &$3 &$3 (17'% (17:% ',0(16,216:(,*+77$* 0$18)$&785(5 180%(5/2&$7,2181,77216 &)0 2$ :(63,1:*92/7 3+$6( &<&/( 0&$ )86( 0%+287387 ) 0%+ 6(16 ) ) :[+[' /%6 5(0$5.6)&726+,%$ 00'$3%+38/ &/$6652200(',8067$7,&35(6685('8&7('&/$665220 00<$36)738/ [ [ )&726+,%$ 00'$3%+38/ &/$6652200(',8067$7,&35(6685('8&7('&/$665220 00<$36)738/ [ [ )&726+,%$ 00'$3%+38/ &/$6652200(',8067$7,&35(6685('8&7('&/$665220 00<$36)738/ [ [ )&726+,%$ 00'$3%+38/ &/$6652200(',8067$7,&35(6685('8&7('&/$665220 00<$36)738/ [ [ )&726+,%$ 00'$3%+38/ &/$6652200(',8067$7,&35(6685('8&7('&/$665220 00<$36)738/ [ [ )&726+,%$ 00'$3%+38/ &/$6652200(',8067$7,&35(6685('8&7('&/$665220 00<$36)738/ [ [ )&726+,%$ 00'$3%+38/ &/$6652200(',8067$7,&35(6685('8&7('&/$665220 00<$36)738/ [ [ )&726+,%$ 00'$3%+38/ &/$6652200(',8067$7,&35(6685('8&7('&/$665220 00<$36)738/ [ [ )&726+,%$ 00'$3%+38/ &/$6652200(',8067$7,&35(6685('8&7('&/$665220 00<$36)738/ [ [ )&726+,%$ 00'$3%+38/ &/$6652200(',8067$7,&35(6685('8&7('&/$665220 00<$36)738/ [ [ )&726+,%$ 00'$3%+38/ &/$6652200(',8067$7,&35(6685('8&7('&/$665220 00<$36)738/ [ [ )&726+,%$ 00'$3%+38/ &/$6652200(',8067$7,&35(6685('8&7('&/$665220 00<$36)738/ [ [ )&726+,%$ 00'$3%+38/ &/$6652200(',8067$7,&35(6685('8&7('&/$665220 00<$36)738/ [ [ )&726+,%$ 00'$3%+38/ &/$6652200(',8067$7,&35(6685('8&7('&/$665220 00<$36)738/ [ [ )&726+,%$ 00'$3%+38/ &/$6652200(',8067$7,&35(6685('8&7('&/$665220 00<$36)738/ [ [ )&726+,%$ 00'$3%+38/ &/$6652200(',8067$7,&35(6685('8&7('&/$665220 00<0$3)738/ [ [ )&726+,%$ 00'$3%+38/ &/$6652200(',8067$7,&35(6685('8&7('&/$665220 00<0$3)738/ [ [ )&726+,%$ 00'$3%+38/ &/$6652200(',8067$7,&35(6685('8&7('&/$665220 00<0$3)738/ [ [ )&726+,%$ 00.$3+38/ 2)),&( +,*+:$//7<3( 2)),&( 00<0$3)738/ [ [ )&726+,%$ 00.$3+38/ 2)),&( +,*+:$//7<3( 2)),&( 00<0$3)738/ [ [ )&726+,%$ 008$30+8/ %5($.5220&203$&7:$<&$66(77(7<3(%5($.5220 00<0$3)738/ [ [ )&726+,%$ 008$30+8/ %5($.5220&203$&7:$<&$66(77(7<3(%5($.5220 00<0$3)738/ [ [ )&726+,%$ 008$30+8/ %5($.5220&203$&7:$<&$66(77(7<3(%5($.5220 00<0$3)738/ [ [ )&726+,%$ 008$30+8/ 2)),&(&203$&7:$<&$66(77(7<3(2)),&( 00<0$3)738/ [ [ 127(6ϭ͘WZKs/>>K/>^t/d,&dKZzKd/E'&KZK^d>Es/ZKEDEd͘ϱ͘WZKs/t/d,ϮΗDZsͲϭϯ&/>dZ^t/d,&/>dZKy͘Ϯ͘WZKs/t/d,^WZ/E'/^K>dKZ^t/d,ϭΗ&>d/KE͘ϲ͘EdZdK/Ed'Zd/EdKD^^z^dDt/d,WZK'ZDD>d,ZDK^dd͘ϯ͘WZKs/t/d,/EdKddKϮϱϬϬ,KhZ^^>d^WZz͘ϳ͘KhdKKZhE/d&KZh/>/E'ϭKE^/^dK&ϮYh>^/hE/d,,s/E'W/dzK&ϭϰdKE^ϰ͘WZKs/t/d,KsZ&>Kt^t/d,Θ/Ed'Z>KEE^dWhDW͘9$5,$%/(5()5,*(5$176<67(0287'225&21'(16,1*81,76&+('8/((/(&75,&$/+($7,1*&22/,1*23(5$7,1*6<67(002'(/)$10$;&$3&$3 &$3 (17'% (17:% $0%6((5 ',0(16,21 :(,*+77$*0$18)$&785(5 180%(5/2&$7,21 81,77<3( $5($66(59(' 7216 2)02'8/(6 .: 92/7 3+$6( &<&/( 0&$ )86( 0%+ &23 0%+ 6(16 ) ) )((5 : [+ [' /%6 5(0$5.6+58 726+,%$ 00<$36)738/0(&+$1,&$/<$5'+($75(&29(5< %8,/',1* [ [ [ [ +58726+,%$ 00<0$3)738/0(&+$1,&$/<$5'+($75(&29(5< %8,/',1* [ [ 0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:CITY SUBMITTAL 08/11/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comBID SET 08/30/22MECHANICALSCHEDULES210406M0.2CheckerApproverAuthorPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 69 of 105 63/,76<67(081,76&+('8/((/(&75,&$/&22/,1*23(5$7,1*02'(/$5($0,1 (;763 )$10$; &$3 (17'% (17:% $0%',0(16,216:(,*+70$5. 0$18)$&785(5 180%(5/2&$7,216(59(' &)0 7216 2$ ,1+2 : 92/7 3+$6( &<&/( 5/$ )86( 0%+ ) ) ) 6((5 : [+ ;G /%6 5(0$5.66&8726+,%$ 0$5%4$$<$5',')5220 [ [ 6)&726+,%$ 0$+%4;$ ,')5220 ,')5220 [ [ 5(0$5.63529,'(:,7+$0(59),/7(563529,'(:,7+$352*5$00$%/(7+(50267$73529,'(:,7+$%$&1(7&$5'72,17(*5$7(,172%066<67(07+()$1&2,/81,76+$//%(32:(5(')5207+(&21'(162581,7%5$1&+&21752//(56&+('8/((/(&75,&$/23(5$7,1*6<67(002'(/12',0(16,21:(,*+77$* 0$18)$&785(5 180%(5 /2&$7,21 32576 92/7 3+$6( &<&/( 0&$ 023 + [: [' /%65(0$5.6%&726+,%$ 5%0<)38/ &/$665220 [ [ %&726+,%$ 5%0<)38/ &/$665220 [ [ %&726+,%$ 5%0<)38/ &/$665220 [ [ %&726+,%$ 5%0<)8/ &/$665220 [ [ %&726+,%$ 5%0<)8/ &/$665220 [ [ %&726+,%$ 5%0<)38/ 6725$*( [ [ (;+$867)$16&+('8/((/(&75,&$/'$7$G%$621(623(5$7,1*02'(/ $5($ (63',0(16,216 :(,*+70$5. 0$18)$&785(5 180%(5 /2&$7,216(59('7<3( &)0 + +3 : 92/7 3+$6( &<&/(: [' [+ /%6 5(0$5.6()/25(1&22.'%0(1:20(15(67522060(1:20(15(6752206,1/,1( [ [ ()/25(1&22. *&52205220&(,/,1*)$1 [ [ ()/25(1&22. *& ,')5220 ,')5220&(,/,1*)$1 [ [ ()/25(1&22. *& 6725$*(5220 6725$*(5220&(,/,1*)$1 [ [ ()/25(1&22. *& 5(675220 5(675220&(,/,1*)$1 [ [ 127(61- FAN EQUIPPED WITH PREMIUM EFFICIENCY MOTOR2- PROVIDE NEMA 1 DISCONNECT SWITCH3- PROVIDE FAN WITH GRAVITY DAMPER4- PROVIDE INSULATED HOUSING5- PROVIDE HOUSED CEILING SPRING ISOLATORS 1" DEFLECTION6- PROVIDE WITH FAN SPEED CONTROLLER7- PROVIDE INTEGRAL BACK DRAFT DAMPER8- EF-01 SERVING THE RESTROOM SHALL BE CONTROLLED BY BMS. REFER TO DETAIL 3 ON SHEET M 4.3 9- EF-02 THROUGH EF-05 SHALL BE INTERLOCKED WITH THE LIGHT SWITCH6833/<)$16&+('8/(+3:$776(/(&75,&$/'$7$ 23(5$7,1*02'(/$5($(63)$16,=( )$1',0(16,216 :(,*+76<0%2/ 0$18)$&785(5 180%(5/2&$7,216(59('7<3(&)0,1+ƾ,1 530 92/7 3+ &<&/( : ;' ;+ /%6 5(0$5.66)6 3 7' %5($.5220 )& ,1/,1( [ [ 6)6 3 7' %5($.5220 )& ,1/,1( [ [ 6)6 3 7' %5($.5220 )& ,1/,1( [ [ 6)6 3 7' 2)),&( )& ,1/,1( [ [ 6)6 3 7' 2)),&( )& ,1/,1( [ [ 127(6%,5'6&5((10(59),/7(5%2;83675($02))$13529,'(:,7+)$163(('&21752//(50Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:CITY SUBMITTAL 08/11/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comBID SET 08/30/22MECHANICALSCHEDULES210406M0.3JPDILPPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 70 of 105 BUILDING 1BUILDING 2WEST E STREETWEST F STREET3RD STREET4TH STREET088068TYP.118136TYP.058TYP.216136102130122231423027ENCINITAS HISTORICAL SOCIETY111111029032032036TYP.035313138114FRONT SETBACK20'-0"STREET SIDE SETBACK20'-0"REAR SETBACK10'-0"STREET SIDE SETBACK20'-0"057057213213213317317317317317317TYP.221TYP.221TYP.221TYP.304TYP.111122122122TYP.039059TYP.9'-0"TYP.18'-0"DRIVE AISLE51'-1"DRIVE AISLE30'-8"DRIVE AISLE27'-3"EXISTING DRIVEWAY30'-0"DRIVE AISLE51'-4"LOADING ZONE8'-8"8'-8"8'-8"7'-0"12'-10"8'-8"5'-0"18'-0"04238'-2"317088088088122122122122077057057MECHANICAL SCOPE INCLUDES:- REMOVAL OF EXISTING HVAC EQUIPMENT AND DUCT SYSTEM.- NEW VRF HEAT RECOVERY SYSTEM TO INCLUDE FAN COIL UNITS, BRANCH CIRCUIT CONTROLLERS, PIPING, OUTSIDE AIR PROVISIONS AND CONTROLS. - NEW EXHAUST SYSTEMS TO SERVE RESTROOMS AND EQUIPMENT ROOM.- NEW AIR DISTRIBUTION SYSTEMS TO INCLUDE DUCTWORK, DIFFUSERS, DAMPERS AND AIR TERMINAL DEVICES.- NEW CONTROLS SYSTEM.01SCU3HRU1-2HRU0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:CITY SUBMITTAL 08/11/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comBID SET 08/30/22MECHANICALSITE PLAN210406M0.4CheckerApproverAuthorPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1" = 20'-0"M0.41MECHANICAL SITE PLANKEYNOTESGENERAL NOTES1....APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 71 of 105 00':CLASSROOM101878 SFCLASSROOM102897 SFCLASSROOM1031808 SFCLASSROOM104896 SFCLASSROOM105904 SFOPEN OFFICE119393 SFBREAK118414 SFMEN117150 SFRR11645 SFELEC.11377 SFWOMEN112143 SFIDF/STOR.10966 SFCLASSROOM107893 SFSTOR.11139 SFRR11545 SFOPEN OFFICE110171 SFCLASSROOM106814 SFCHASE11422 SF9-3FC9-4FC9-5FC9-6FC2EF3EF5EF1EF3HRU1-2HRU01SF02SF03SF04SF1-2FC2-1FC2-2FC3-1FC3-2FC3-3FC3-4FC4-1FC4-2FC5-1FC7-2FC01SFC01SCU4EF6-2FC6-3FC1BC02BC3BC4BC5BC7-1FC7-3FC6BC0$$5-2FCB 7009-2FC9-1FC6-1FC$$ 1-1FC& $$ $$ $$ A 600A 600A 600$$ $$ $$ $$ $$ $$ $$ $$ $$ $$ $$ $$ B 700$$ B 7007777777%% %% 777777777777777& & & & & & & & & & & 05SF¡¡4"Ø UTR W/CAP5"Ø UTR W/CAP4"Ø UTR W/CAP5"Ø UTR W/CAP12"x24" TRANSFER AIR GRILLE HIGH ON WALL12"x24" TRANSFER AIR GRILLE HIGH ON WALL0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:CITY SUBMITTAL 08/11/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comBID SET 08/30/22MECHANICALFIRST FLOORPLAN210406M2.1JPDILPPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/8" = 1'-0"M2.11MECHANICAL FIRST FLOOR PLANKEYNOTES1 7/8", 1 1/8", AND 3/4" REFRIGERANT PIPING.2 7/8", 1 3/8", AND 1 1/8" REFRIGERANT PIPING.3 PIPES UP TO HIGH LEVEL INSIDE THE WALL.4 14"x8" RA DUCT CONNECTION. (TYP).5 8" OSA DUCT THRU ROOF WITH VENT CAP (TYP).6 24"x24" ACCESS PANEL (TYP).7 1/2", 5/8", AND 3/8" REFRIGERANT PIPING.8 12"x8" RA DUCT CONNECTION. (TYPx3).9 1/2", AND 1/4" REFRIGERANT PIPING.10 5/8", AND 3/8" REFRIGERANT PIPING.11 3/8", AND 1/4" REFRIGERANT PIPING.12 3/4", 1 1/8", AND 1/2" REFRIGERANT PIPING.13 3/4", 7/8", AND 1/2" REFRIGERANT PIPING.14 1/2", AND 1/4" REFRIGERANT PIPING.15 CONTRACTOR SHALL SUBMIT INSTALLATION DETAIL FOR THEREFRIGERANT PIPES INSIDE/OUTSIDE THE BUILDING PRIOR TOINSTALLATION.16 HR1&2 SHALL HAVE A TOTAL CAPACITY OF 28 TONS AND SHOULDCOME IN TWO EQUAL SIZE MODULES EACH HAVING A 14 TONSCAPACITY.GENERAL NOTES1. VOLUME DAMPERS ARE REQUIRED FOR BALANCING PURPOSE ON ALL THE INDOOR FAN COIL UNITS RETURN AND OUTDOOR FRESH AIR CONNECTIONS. (TYP.18).2. 2'' FILTER BOX WITH MERV-13 FILTER AND FLEXIBLE CONNECTION ON SUPPLY AND RETURN DUCT ARE REQUIRED FOR INDOOR FAN COIL UNITS. (TYP.18).3. FOR THERMOSTAT MOUNTING DETAIL REFER TO DETAIL 1/M3.1.4. FOR BRANCH SELECTOR MOUNTING DETAIL REFER TO 2/M3.1.5. FOR CABINET EXHAUST FAN DETAIL REFER TO 3/M3.1.6. FOR RETURN DIFFUSER DETAIL REFER TO 5/M3.1.7. FOR DUCT SUPPORT DETAIL REFER TO 6/M3.1.8. FOR DUCTLESS FAN COIL UNIT MOUNTING DETAIL REFER TO 7/M3.1.9. FOR VRF HRU CONDENSER MOUNTING DETAIL REFER TO 8/M3.1.10. FOR FAN COIL UNIT MOUNTING DETAIL REFER TO 9/M3.1.11. A THERMOSTAT IS REQUIRED FOR EVERY FAN COIL UNIT, WALL TYPE AND CASSETTE TYPE UNIT. LOCATION SHALL BE COORDINATED WITH THE ARCHITECT.APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 72 of 105 ROOF VENT CAP (TYP)ROOF VENT CAP (TYP)ROOF VENT CAP (TYP)ROOF VENT CAP (TYP)ROOF VENT CAP (TYP)ROOF VENT CAP (TYP) ¡($¡($¡($¡($¡($¡2$¡2$¡2$¡2$¡2$¡2$¡2$¡2$¡2$¡2$¡2$¡2$¡2$¡2$¡2$¡2$¡2$¡2$¡2$¡2$¡2$¡2$ ¡2$0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:CITY SUBMITTAL 08/11/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comBID SET 08/30/22MECHANICALROOF PLAN210406M2.2JPDILPPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/8" = 1'-0"M2.21MECHANICAL ROOF PLANGENERAL NOTES1. FOR ROOF VENT CAP REFER TO DETAIL 4/M3.1.KEYNOTESAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 73 of 105 0CLASSROOM101878 SFCLASSROOM102897 SF1-2FC2-1FC2-2FC1BC1-1FC& $$ $$ $$ $$ ¡2$83[5$[5$¡2$83¡2$83[5$[5$¡2$831-2HRU3HRU01SCU3/4" -1 1/8" -1/2"PIPES UP TO HIGH LEVEL INSIDE THE WALL0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:CITY SUBMITTAL 08/11/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comBID SET 08/30/22MECHANICALENLARGEDPLANS210406M2.3JPDILPPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:3/8" = 1'-0"M2.31MECHANICAL ENLARGED PLAN - TYPICAL CLASSROOMS / MECH YARD 2SCALE:3/8" = 1'-0"M2.32MECHANICAL ENLARGED PLAN - MECH YARD 1GENERAL NOTES1. VOLUME DAMPERS ARE REQUIRED FOR BALANCING PURPOSE ON ALL THE INDOOR FAN COIL UNITS RETURN AND OUTDOOR FRESH AIR CONNECTIONS. (TYP.18)2. 2'' FILTER BOX WITH MERV-13 FILTER ARE REQUIRED FOR INDOOR FAN COIL UNITS. (TYP.18)KEYNOTES1 7/8", 1 1/8", AND 3/4" REFRIGERANT PIPING.2 7/8", 1 3/8", AND 1 1/8" REFRIGERANT PIPING.3 PIPES UP TO HIGH LEVEL INSIDE THE WALL.4 14"x8" RA DUCT CONNECTION. (TYP).5 8" OSA DUCT THRU ROOF WITH VENT CAP (TYP).APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 74 of 105 TOP OF THERMOSTATFINISHEDFLOOR46"MAX34"MAX24" MAXTOVER OBSTRUCTIONMOUNTING HEIGHTTCENTERLINE OFTHERMOSTATFINISHEDFLOOR48"MAXACCESS NOTE: THERMOSTATS ARE TO BE LOCATED NO MORE THAN 48" ABOVE FINISHED FLOOR (46" MAXIMUM HEIGHT IF LOCATED OVER A COUNTER) (24" MAXIMUM REACH DEPTH AT COUNTER) COORDINATE WITH ARCHITECTURAL DRAWINGTHREADED ROD TO STRUCTURE ABOVEREFER TO STRUCTURAL DRAWINGS FORCONNECTION REQUIREMENTSHEAT RECOVERY UNIT(HRU)MOUNTING BRACKETSFOUR CORNERSSEISMIC BRACINGSEE STRUCTURAL DRAWINGSCLEARANCE ABOVE UNIT4" MINIMUM12" RECOMMENDEDSERVICE ACCESSAREA18" MINIMUM12" OF ACCESS ON ALL SIDESRECOMMENDED FOR INSTALLATIONBI-DIRECTIONAL REFRIGERANT FLOWSEE DRAWINGS FOR BOX ORIENTATIONREFRIGERANT ISOLATION VALVE FOR INDIVIDUAL FAN COIL UNITS (TYP.)BI-DIRECTIONAL REFRIGERANT FLOWSEE DRAWINGS FOR BOX ORIENTATIONGENERAL GUIDELINE:CONSULT MANUFACTURER'SLITERATURE FOR SPECIFICCLEARANCE GUIDELINESFLEX CONNECTIONINLET DUCT (SIZE PER PLAN)ATTACH TO STRUCTURE PER ARCH DRAWINGSTHREADED ENDS STEEL HANGER RODS (TYP)INTEGRAL BACKDRAFT DAMPERDISCHARGE DUCT (SIZE PER PLAN)FLEX CONNECTIONEXTEND DUCT COLLAR FOR ADDITIONAL 2"NEOPRENE ISOLATORS (TYPICAL)MOUNTING FRAMECEILINGNOTE:PROVIDE HINGED ACCESS DOOR FOR INSTALLATION ABOVE HARD CEILING SEE ARCH DRAWINGSFAN2"SEISMIC ISOLATORS12GA WIRE ATTACHED TO OPPOSING CORNERS, CONNECT TO STRUCTURAL CEILING (TYP), WIRES MAY BE SLACKFLEXIBLE DUCT NOT TO EXCEED 5'-0" WHEN FULLY EXTENDEDATTACH RIGID DUCT TO FLEX DUCT WITH MINIMUM 2" WIDE STRAP (TYP)DIFFUSERROUND DUCTMANUAL AIR VOLUME DAMPER (TYP)ROD CONTINUOUS ON ALL DAMPERS OVER 12" DIAMETERCONNECT TO STRUCTURAL (TYP)CONNECT RIGID DUCT TO FLEX DUCT WITH MINIMUM 1" WIDE STRAP (TYP)DAMPER ARM WITH QUADRANT LOCKACOUSTIC CEILING TILE SHOWN. SEE DIFFUSER MANUFACTUER INFORMATION FOR GYP. BOARD CEILING INFORMATIONT-RUNNER (TYP)SECURE WITH (4) #10 SCREWSFLEX DUXT BEND RADIUS SHALL BE 2 TIMES THE DUCT RADIUSWOODEN MEMBER (TYP)16 GA. STRAP (TYP)1"MIN.NOTE:DUCT SHALL BE INSTALLED IN STRICT ACCORDANCE TO THE SMACNA HVAC DUCT CONSTRUCTION STANDARDSINSTALL DUCT AS HIGH AS POSSIBLEROOF DECKEXPANSION ANCHOR (TYP)3/8" THREADED RODS (TYP)BAND ONE HALF-ROUND MAY BE USED IF DUCT SHAPE IS MAINTAINEDFOR CONTINUATION OF REFRIGERANT PIPING SEE MECHANICAL PLANSOUTDOOR WIRE TO OUTDOOR UNITFOR CONTINUATION OF CONDENSATE PIPING SEE PLUMBING PLANSREFRIGERANT PIPING TO OUTDOOR UNITPUMPED CONDENSATE TO AN APPROVED RECEPTORWALLFINISHED CEILINGFINISHED FLOOR4" FROM CEILING MINIMUMDUCTLESS FAN COIL UNITCONDENSATE PUMPSHEET NOTES1. FAN COIL REQUIRES 4" SERVICE CLEARANCE FROM TOP AND LEFT SIDE, 8" SERVICE CLEARANCE ON RIGHT SIDE2. UNIT SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURE'S INSTRUCTIONS, START-UP AND SERVICE INSTRUCTIONSOUTSIDE AIR DUCT WITH DAMPERFAN COIL UNITSUPPORT RODS (TYPx4)VIBRATION ISOLATORSSUPPLY AIR DUCTREFRIGERANT SUPPLY AND RETURN LINESDISPOSABLE FILTER ACCESSCONDENSATE DRAINLINED RETURN PLENUMGREENHECK MODEL RJPICHED ROOF CAPROOF (SEE ARCH)ROUND DUCTFOR FLASHING TOROOF SEE ARCH.)52179,(:(1'9,(:7239,(:5()5,*(5$173,3,1*7<3[(48,30(173$'6((6758&785$/'5$:,1*66+((70(7$/:$7(57,*+7(48,30(173$'&29(56(&85(&21'(16,1*81,772(48,30(173$'6((6758&785$/'5$:,1*6,1&+1(235(1(:$))/(3$'9,%5$7,21,62/$7,21:,7+7<3$7($&+/(*.:,.+,/7,+86(=0,1(0%('0(175()5,*(5$173,3,1*726+,%$08/7,9$,5&22/('&21'(16,1*81,7(/(&75,&$/6(59,&($1'$&&(663$1(/127(65()5,*(5$173,3,1*6+$//%(,168/$7('$1'3527(&7(':,7+$/80,1806+,(/',1*:,7+66%$1'6 3529,'(6+((70(7$/:$7(57,*+7'5$,13$181'(5&21'(16,1*81,76,)5(48,5('3529,'('5$,1/,1(72$1$33529('5(&(37250,1,0806(59,&(&/($5$1&(72)52172)81,79,%5$7,21,62/$7,213$'72581(17,5(/(1*7+2)(48,30(17%$6(5$,/0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:CITY SUBMITTAL 08/11/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comBID SET 08/30/22MECHANICALDETAILS210406M3.1JPDILPPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024126&$/(07+(50267$702817,1*'(7$,/126&$/(0%5$1&+6(/(&72502817,1*'(7$,/126&$/(0&$%,1(7(;+$867)$1'(7$,/126&$/(05(7851',))86(5'(7$,/126&$/(0'8&76833257'(7$,/ :22'(16758&785(126&$/(0'8&7/(66)$1&2,/81,702817,1*'(7$,/126&$/(0)$1&2,/81,702817,1*'(7$,/126&$/(0522)9(17&$3'(7$,/126&$/(095)+58&21'(16(502817,1*'(7$,/APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 75 of 105 0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:CITY SUBMITTAL 08/11/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comBID SET 08/30/22PIPINGDIAGRAMS210406M4.1CheckerApproverAuthorPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024126&$/(0%8,/',1*3,3,1*',$*5$0126&$/(0%8,/',1*3,3,1*',$*5$0APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 76 of 105 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Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:CITY SUBMITTAL 08/11/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comBID SET 08/30/22MECHANICALSEQUENCE OFOPERATIONS210406M4.3CheckerApproverAuthorPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 78 of 105 0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:CITY SUBMITTAL 08/11/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comBID SET 08/30/22TITLE 24DOCUMENTATION210406M5.1JPDILPPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 79 of 105 0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:CITY SUBMITTAL 08/11/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comBID SET 08/30/22TITLE 24DOCUMENTATION210406M5.2CheckerApproverAuthorPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 80 of 105 SYMBOLABBREVIATIONDESCRIPTIONPLUMBING LEGENDPOCSSCDVCWHWHWRTPRPBPSOVCVPRVCOGFCOWCOCL# %DNUPWHBHBUWHAFSFDABOVE CEILINGAMERICANS WITH DISABILITIES ACTABOVE FINISHED FLOORBELOW GRADEBELOW FLOORBELOW FINISHED FLOORBUILDINGBRITISH THERMAL UNITS PER HOURCALIFORNIA BUILDING CODECUBIC FEET PER HOURCUBIC FEET PER MINUTECLEANOUTSCALIFORNIA PLUMBING CODEDRAINAGE FIXTURE UNITSDRAWINGSEXISTINGENERGY EFFICIENCY STANDARDSFLOOR CLEANOUTFEETFEET/SECONDFIXTURE UNITGAUGEGALLONS PER CYCLEGALLONS PER DAYGALLONS PER FLUSHGALLONS PER HOURGALLONS PER MINUTEHORSE POWERHEATING, VENTILATING, & AIR CONDITIONINGINVERT ELEVATIONINCH/INCHESPOUNDSMAXIMUMMECHANICALMANUFACTURER'SMINIMUMPRESSURIZED DISCHARGE (PUMPED) PLUMBINGQUANTITYSQUARE FEETSTATIC PRESSURETONNAGE OF AIR CONDITIONINGTOTAL DRAINAGE FIXTURE UNITSTOTAL DEVELOPED LENGTHTOTAL FIXTURE UNITSTYPICALUNIFORM PLUMBING CODEVARIABLE FREQUENCY DRIVEVERIFY IN FIELDVENT THRU ROOFVOLTS/PHASE/HERTZWALL CLEAN-OUTUNDERWRITERS LABORATORYWATER SUPPLY FIXTURE UNITSA/CADAAFFB/GB/FBFFBLDGBTUHCBCCFHCFMCOCPCDFUDWGS(E)E.E.S.FCOFTFPSFUGAGPCGPDGPFGPHGPMHPHVACIEINLBSMAXMECHMFR'SMINPDPLBGQTYSFSPTTDFUTDLTFUTYPUPCVFDVIFVTRV/PH/HZWCOULWSFUCOMPLIANCE WITH CALIFORNIA PLUMBING CODE ACCESSIBILITY REQUIREMENTS, INCLUDING SECTION 403.0 THROUGH 403.3, SHALL BE PROVIDED. IN ADDITION, BUILDINGS OR FACILITIES WHERE ACCESSIBILITY IS REQUIRED FOR APPLICATIONS LISTED IN CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 2 (CALIFORNIA BUILDING CODE), CHAPTER 1. SECTION 1.9.1 REGULATED BY THE DIVISION OF THE STATE ARCHITECT-ACCESS COMPLIANCE SHALL COMPLY WITH TITLE 24, SECTION 4450 AND IN REFERENCE CITED BY CA GOVERNMENT CODE.COMPLIANCE WITH UNITED STATED ACCESS BOARD ADA STANDARDS, INCLUDING THE FOLLOWING SECTIONS:309.4 OPERATION. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM.604.9.5 FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC, AND SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS COMPLYING WITH CPC 604.8.2.PROVIDE FLUSH VALVE OFFSET FITTING ON SUPPLY LINE WHERE NEEDED TO ACCOMMODATE GRAB BAR HEIGHTS IN COMPLIANCE WITH ADA REQUIREMENTS.ADA NOTESPOINT OF CONNECTIONSEWER PIPING UNDERGROUND / BELOW FLOORSEWER PIPING ABOVE GROUNDCONDENSATE DRAIN PIPINGSANITARY VENT PIPINGCOLD WATER PIPINGHOT WATER PIPING (120°)HOT WATER RETURN PIPINGTRAP PRIMER LINEBACKFLOW PREVENTERSHUT OFF VALVE (BALL VALVE)CHECK VALVEPRESSURE REDUCING VALVECLEAN-OUT TO GRADEFLOOR CLEAN-OUTWALL CLEAN-OUTCAPPED LINEPERCENTAGE SLOPE OF PIPE WITH DIRECTIONAL ARROWDOWN OR DROPRISE OR RISERWALL HOSE BIBBHOSE BIBBUNION (DIELECTRIC)WATER HAMMER ARRESTOR (P.D.I. SIZE)FLOOR SINKFLOOR DRAINKEYED NOTETYPE/MARKEQUIPMENT NUMBEREQUIPMENT TAG#2%1%PLUMBING GENERAL NOTES1. CONTRACTOR SHALL CAREFULLY REVIEW THESE PLANS AND SPECIFICATIONS PRIOR TO BID. CONTRACTOR SHALL ALSO REVIEW PLANS AND SPECIFICATIONS OF OTHER RELATED TRADES (INCLUDING ARCHITECTURAL, MECHANICAL, STRUCTURAL, CIVIL AND ELECTRICAL) PRIOR TO BID TO INSURE AN ACCURATE UNDERSTANDING OF EXACT SCOPE OF WORK.2. EQUIPMENT INDICATED ON THESE DRAWINGS IS SHOWN IN APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING EQUIPMENT LOCATIONS, STRUCTURAL MEMBERS, POC'S, INVERT ELEVATIONS AND AVAILABILITY OF ALL EXISTING UTILITIES PRIOR TO INSTALLATION. NOTIFY THE CONSTRUCTION COORDINATOR OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO COMMENCING ANY WORK. DO NOT PROCEED WITHOUT CONSTRUCTION COORDINATOR APPROVAL FOR ANY CHANGES IF REQUIRED.3. PLUMBING EQUIPMENT, MATERIAL AND CONNECTIONS SHALL BE INSTALLED COMPLETE PER MANUFACTURER'S INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM.4. WORK SHALL CONFORM TO CODE. IN CASE OF CONFLICTS WITH CODE, DRAWINGS, OR SPECIFICATIONS, THE MORE STRINGENT SHALL PREVAIL.5. PLUMBING SHALL BE INSTALLED TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. COORDINATE WITH ALL OTHER TRADES, STRUCTURAL CONDITIONS AND BUILDING CONSTRUCTION, PRIOR TO START OF INSTALLATION.6. EXACT LOCATION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS.7. COORDINATE LOCATION OF CONDENSATE DRAIN CONNECTIONS TO MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLATION.8. PLUMBING WORK SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO AS GREAT EXTENT AS POSSIBLE.9. PIPING SYSTEMS SHALL BE SEISMICALLY BRACED PER CALIFORNIA BUILDING CODE.10. SOIL, SEWER, WASTE AND STORM DRAIN PIPING SHALL SLOPE AT 1/4" PER FOOT MINIMUM UNLESS INDICATED OTHERWISE.11. VALVES SHALL BE READILY ACCESSIBLE. WHERE VALVES ARE INSTALLED WITHIN OR BEHIND WALLS, AN ACCESS PANEL SHALL BE INSTALLED.12. OUTLETS FOR FUTURE CONNECTIONS SHALL BE INSTALLED TO PERMIT EASY CONNECTION. COORDINATE WITH DUCTWORK, STRUCTURAL CONDITIONS AND ARCHITECTURAL LAYOUT. 13. BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH SECTIONS 701.0 AND 903.0 OF THE CALIFORNIA PLUMBING CODE.14. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. 15. ALL INTERIOR CONDENSATE DRAIN PIPING SHALL BE INSULATED. AND SLOPED AT 1/8" PER FOOT MINIMUM.16. PROVIDE VACUUM BREAKERS AT ALL HOSE BIBBS.17. FAUCETS SHALL HAVE A FLOW RESTRICTION DEVICE NOT TO EXCEED 0.5 GPM. LAVATORIES IN PUBLIC AREAS SHALL HAVE SELF-CLOSING FAUCETS, PER CPC SECTION 407.4.18. WATER CLOSETS SHALL BE ULTRA LOW FLUSH TOILETS, 1.28 GPF MAXIMUM, PER CPC SECTION 411.2.19. WALL MOUNTED URINALS SHALL BE ULTRA LOW FLUSH URINALS, 0.125 GPF MAXIMUM, PER SECTION 412.1. WATER SUPPLY TO A URINAL SHALL BE PROTECTED BY AN APPROVED BACKFLOW PREVENTION DEVICE. PROVIDE A CLEAN-OUT ABOVE URINAL IN COMPLIANCE WITH CPC SECTION 707.4.20. WATER HEATER/BOILER WILL COMPLY WITH CPC SECTION 608.3 FOR THERMAL EXPANSION REQUIREMENTS.21. WATER HEATERS SHALL BE LISTED IN THE CALIFORNIA ENERGY COMMISSION LIST OF APPROVED WATER HEATERS.22. INSULATING MATERIALS INSTALLED SHALL BE CERTIFIED BY CALIFORNIA ENERGY COMMISSION TO MEET C.E.C. ENERGY EFFICIENCY STANDARDS (E.E.S) SECTION 110.3.23. PLUMBING EQUIPMENT SHALL BE CERTIFIED BY AND COMPLY WITH THE STATE OF CALIFORNIA ENERGY CONSERVATION STANDARDS (E.E.S.) SECTION 110.3. COMPLIANCE CERTIFICATES SHALL BE PROVIDED WITH EQUIPMENT SUBMITTALS.24. WATER HEATERS FOR DOMESTIC HOT WATER SHALL COMPLY WITH THE STATE OF CALIFORNIA ENERGY EFFICIENCY STANDARDS (E.E.S.) SECTION 110.4. 25. DO NOT ROUTE PIPING OVER ELECTRICAL ROOMS, MDF ROOMS, IDF ROOMS, COMPUTER ROOMS, ELEVATOR EQUIPMENT ROOMS, OR STAIRWELLS. EXCEPTION: PIPES REQUIRED TO SERVE THE ROOM.26. FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM AND SUBJECT TO INFREQUENT USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR WATER SEALS.27. WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION, PER CPC SECTION 507.2.28. CROSS CONNECTION PROTECTION SHALL BE PROVIDED AT ALL POTABLE WATER SUPPLIED APPLIANCES AND EQUIPMENT. STANDARDS FOR PLUMBINGFIXTURES AND FIXTURE FITTINGSREQUIRED STANDARDSWATER CLOSETS (TOILETS)-FLUSHOMETER VALVE TYPE SINGLE FLUSH, MAXIMUM FLUSH VOLUMEURINALS, MAXIMUM FLUSH VOLUMEPUBLIC LAVATORY FAUCETSASME A 112.19.2/NCSA B45.1, - 0.5 GAL.ASME A 112.18.1/CSA B125.1, 0.5 GPM MAXIMUM FLOW RATE.ASME A 112.19.2/NCSA B45.1, - 1.28 GAL.WATER CALCULATIONSMETER LOCATIONS: EXISTING FLUSHOMETER (X) TANK TYPE ( ) FIXTURES PREDOMINANTLY USED.NUMBER OF BUILDING STORIES: 1NORMAL MINIMUM PRESSURE AT MAIN63 PSIDEVELOPED PRESSURE LOSS THROUGH METER7 PSIDEVELOPED PRESSURE LOSS THROUGH BACKFLOW PREVENTER12 PSIANTICIPATED METER (REGULATOR) TO HIGH OUTLET 15 FT. x 0.43 =6 PSIRESIDUAL PRESSURE REQUIRED25 PSIPRESSURE AVAILABLE FOR DROP (DESIGN PRESSURE)13 PSIMAXIMUM DEVELOPED LENGTH OF WATER SYSTEM 300 FT.ALLOWABLE MAXIMUM FRICTION LOSS PER 100 FT. OF PIPE4 PSICW PIPE SIZING SCHEDULESIZEGPMFT/SECFIXTURE UNITSFLUSH TANKFLUSH VALVE1/2"3/4"1"1 1/4"1 1/2"2"2.1 2 05.6 5 011 12 020 23 032 46 1068 153 622.83.74.55.367.4(IN BTUH PERSQ.FT PER °F)NOMINAL PIPE DIAMETER (INCHES)INSULATION MEAN RATING TEMP. (°F)1 AND LARGER<1INSULATION THICKNESS REQUIRED (INCHES)HOT WATER SYSTEMS AND SERVICE WATER HEATING SYSTEMS (RECIRCULATING SECTIONS, ALL PIPING IN ELECTRIC TRACE TAPE SYSTEMS, AND THE FIRST 8 FEET OF PIPING FROM THE STORAGE TANK FOR NON - RECIRCULATING SYSTEMS105-1400.22-0.28 1001.51.0PIPE INSULATION THICKNESS PER (2019 TITLE-24) EXCEPTION 5 TO SECTION 120.3: PIPING THAT PENETRATES FRAMING MEMBERS SHALL NOT BE REQUIRED TO HAVE PIPE INSULATION FOR THE DISTANCE OF THE FRAMING PENETRATION. METAL PIPING THAT PENETRATES METAL FRAMING SHALL USE GROMMETS, PLUGS, WRAPPING OR OTHER INSULATING MATERIAL TO ASSURE THAT NO CONTACT IS MADE WITH THE METAL FRAMING.2019 CAL GREEN CODE NON-RESIDENTIAL MANDATORY MEASURES PER SECTION 5.303.3 PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEAD) SHALL COMPLY WITH THE FOLLOWING:5.303.3.1 WATER CLOSETS: EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 1.28 GPF.5.303.3.2.1 WALL-MOUNTED URINALS: EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 0.125 GPF.5.303.3.4.1 NON-RESIDENTIAL LAVATORY FAUCETS:MAXIMUM FLOW RATE OF NOT MORE THAN 0.5 GPM AT 60 PSI.5.303.3.6 STANDARDS FOR PLUMBING FIXTURES:PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THECALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA PLUMBING CODE AND IN CHAPTER 6 OF CALIFORNIA GREEN BUILDING STANDARDS CODE.HOT WATER PIPE SIZING SCHEDULESIZEGPMFIXTURE UNITS1/2"3/4"1"1 1/4"1 1/2"2"2.1 25.6 511 1219 2327 4642 93HOT WATER (5 FPS MAX.)VEL. (FPS)2.83.74.5555FLUSH TANKFIXTURE UNIT SUMMARYFIXTUREQUANTITYCOLD WATERFUTFUDFUTDFUSANITARY55424720 4 1636N/ATOTAL SUMMARY =TOTAL GPM = FLUID TEMP.RANGE (°F)SYMBOL DESCRIPTIONPIPE SIZES (INCHES)CW HWWVTRAPREMARKSWC-1WC-2U-1L-1FD-1URINAL (ADA)LAVATORY (ADA)FLOOR DRAIN1 1/41 1/41 1/43/41/21/222222244--------INTINTINTFIXTURE CONNECTION SCHEDULEMANUFACTURER AND MODEL NUMBERBOWL: ZURN Z5645-BWL;FLUSH VALVE - Z6000AV-ONE;SEAT: Z5955SS-EL 1.28 GPF MAX. ADA COMPLIANT INSTALLATION. PROVIDED WITH ENLOGATED OPEN - FRONT SEAT COVER, MAX RING AND SUPPORT CARRIER. FLOOR MOUNTED, FLUSH VALVE, MANUAL OPERATED.2221/2ADA COMPLIANT INSTALLATION. PROVIDE W/0.5 GPM MAX FAUCET, STRAINER DRAIN, CHROME PLATED P-TRAP W/ESCUTCHEON, STOPS AND SUPPLIES (HW SUPPLY & P-TRAP SHALL BE WRAPPED FOR HANDICAP PROTECTION.)PROVIDE WITH TRAP PRIMER CONNECTION.--------1/2TP-1TRAP PRIMERPRESSURE ACTIVATED. PROVIDE WITH DISTRIBUTION UNIT AND ACCESS PANEL.SEE REMARK--------WHAWATER HAMMER ARRESTORLEAD-FREE, PRECHARGED AND FACTORY SEALED. PROVIDE WITH ACCESS PANEL. PER PDI (WH-201) SIZING STANDARD: 'A' (1-11 FU) = 1/2" 'B' (12-32 FU) = 3/4" 'C' (33-60 FU) = 1" 'D' (61-113 FU) = 1"1/2--DF-1DRINKING FOUNTAIN2 1 1/2ADA, NSF/ANSI STANDARD, FEDERAL SAFE DRINKING ACT AND AB1953 COMPLIANT, WALL MOUNTED, BARRIER FREE. PROVIDE WITH IN-LINE FILTER. HIGH / LOW WITH BOTTLE FILLER. 115V - 1 PHMANUFACTURERSYMBOLGALLON STORAGEELECTRIC WATER HEATER SCHEDULEREMARKSELECTRIC DATACYCLECHRONOMITEGPM RECOVERY 60°F ΔTPHASE KW AMPS00.52081604.16 3010WH1VOLTOPER WEIGHT (LBS.)MODEL NO.SR20L / 208OVERALL DIMENSIONS (LxWxH)10"x2.75"x6.25"PROVIDE WITH TEMPERATURE CONTROL DEVICERESIDENTIAL MANDATORY MEASURES:SECTION 4.303.1.1 WATER CLOSETS: THE EFFECTIVE FLUSH SHALL NOT EXCEED 1.28 GPF. (NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH).4.303.1.2 URINALS: THE EFFECTIVE FLUSH VOLUME OF URINALS SHALL NOTE EXCEED 0.125 GPF.4.303.1.4.2 LAVATORY FAUCETS IN COMMON AND PUBLIC AREAS(OUTSIDE IF DWELLING/SLEEPING UNITS): THE MAXIMUM FLOW RATE SHALL NOT EXCEED 0.5 GPM AT 60 PSI.2019 CAL GREEN RESIDENTIAL MANDATORY MEASURESFITTINGS FOR CHANGES IN DIRECTIONWYEWYE WITH 1/8 BENDCOMB. 1/8 BENDSANIT. TEESANIT. TAPPED TEELONG SWEEPSHORT SWEEP1/8 BEND 1/6 BENDTYPE OF FITTINGCHANGES IN DIRECTION OF FLOWHORIZONTAL TO VERTICALVERTICAL TO HORIZONTAL HORIZONTAL TO HORIZONTAL*BASED ON 2018 UNIFORM PLUMBING CODE ILLUSTRATED TRAINING MANUAL, FIGURE 706.1PIPE, PIPE FITTINGS, VALVES AND FIXTURES INTENDED TO CONVEY OR DISPENSE WATER FOR HUMAN CONSUMPTION THROUGH DRINKING OR COOKING, SHALL BE CERTIFIED TO BE "LEAD FREE" AS DEFINED BY STATUTE AB 1953. NOTHING CONTAINED IN THESE DRAWINGS OR SPECIFICATIONS IS INTENDED TO VIOLATE THIS STATUTE.AB 1953 COMPLIANCEPIPE MATERIAL SCHEDULESOIL, WASTE, AND VENT PIPING ABOVE AND BELOW GRADE TO 5'-0'' OUTSIDE BUILDING:SCHEDULE 40 PVC DWV (SOLID CORE) WITH PVC FITTINGS.INDIRECT WASTE PIPING: COPPER TYPE "DWV", HARD DRAWN, WITH DWV FITTINGS.WATER PIPING ABOVE GRADE:COPPER TYPE "L", HARD DRAWN, WITH LEAD-FREE SOLDER. DOMESTIC HOT WATER TO BE INSULATED.WATER PIPING BELOW GRADE:COPPER TYPE "K", HARD DRAWN, WITH LEAD-FREE SOLDER. ALL PIPING TO BE LABELED PER ANSI/ASME A13.1 STANDARD COLOR AND LETTER REQUIREMENTS.ALL PIPING SHALL HAVE HANGERS AND SUPPORTS SPACED IN ACCORDANCE WITH CPC TABLE 313.3 AND HANGERS RODS IN ACCORDANCE WITH CPC 313.6.ENERGY CONSERVATION NOTES1. EQUIPMENT SHALL MEET THE APPLICABLE REQUIREMENTS OF THE APPLIANCE EFFICIENCY REGULATIONS PER SECTION 110.1.2. ALL PIPE INSULATION MATERIAL SHALL MEET THE REQUIREMENTS PER SECTION 120.3 E.E.S.3. SERVICE WATER-HEATING SYSTEMS AND EQUIPMENT SHALL MEET THE REQUIREMENTS PER SECTION 110.3 E.E.S.BOWL: ZURN Z5635-BWL;FLUSH VALVE - Z6000AV-ONE;SEAT: Z5955SS-EL WATER CLOSET (ADA) (FLOOR MOUNTED)WATER CLOSET (FLOOR MOUNTED)1.28 GPF MAX. PROVIDED WITH ENLOGATED OPEN - FRONT SEAT COVER, MAX RING AND SUPPORT CARRIER. FLOOR MOUNTED, FLUSH VALVE, MANUAL OPERATED.BOWL: ZURN Z5755-U WITH TOP SPUD;FLUSH VALVE - Z6003AV-ULF;CARRIER: Z12220.125 GPF MAX. WALL MOUNTED, FLUSH VALVE, MANUAL OPERATED. ADA COMPLIANT INSTALLATION.BOWL: ZURN Z5344 LAVATORY WITH 4” CTR FAUCET HOLES; FAUCET: Z86500-XLTRIM:ADA GRID STRAINER & TRIMZURN Z415 - B WITH ROUND ADJUSTABLE TOP & TRAP PRIMER CONNECTION.INTEGRAL TO FLUSH VALVE (WHERE APPLICABLE) OR PRECION PLUMBING PRODUCTS PPP SERIESJ.R.SMITH 5000 SERIES. FURNISH WITH ACCESS PANELELKAY MODEL LZWS-LRPBM28KEZH2O BOTTLE FILLING STATION WITH BI-LEVEL INTEGRAL SWIRLFLO FOUNTAIN FILTERED REFRIGERATED STAINLESS A.O. SMITH40 WH2DEL-401/2S -1CLASSROOM SINK1 1/21/2S -2BREAKROOM SINK1 1/21/21/2221 1/21 1/21 1/2WATER CLOSETSURINALS LAVATORIES DRINKING FOUNTAINSSINKS1425410.5244110210.5224110MOP SINKS1333335208 3 60 54250023"x23"x32"SYMBOLMANUFACTURERGALLONCAPACITYEMERGENCY POWERELECTRICAL DATAVOLTPHASE CYCLE HPOPER. WEIGHT(LBS.)REMARKSMV1LEONARD--N115160--60EQUIPMENT SCHEDULEAMTROL2----------30ET1MODEL NO.MANUFACTURERMARK MODEL NO.PUMP SCHEDULEREMARKSOPER.WEIGHT(LBS.)PUMP MOTORGPMHEAD(FT. H O)SYSTEMSERVEDGRUNDFOSPROVIDE WITH SUBMERSIBLE/ADJUSTABLE AQUASTAT. INSTALL PER MANUFACTURER'S INSTRUCTIONS.LOCATION TYPE2RPMHPVOLTPH.CYCLEALPHA2 15-55F - HOT WATER IN-LINE2153000-45 1 60 8MAX.CP1S-PNV-100-LF-MST-5C DDBOWL: EELKAY ELUHAD191655FAUCET: CHICAGO FAUCETS 786-GN2FC245ABCPBOWL: ELKAY ELUHAD191655FAUCET: SYMMONS S-3510-PD-1.53/4MS -1MOP SINK23/433BASIN: FIAT MSB-2424FAUCET: CHICAGO FAUCETS 897-CCPADA, DROP-IN, 3-HOLE 8" CTR. ADA, DROP-IN, SINGLE HOLE. PROVIDE WITH VACUUM BREAKER.1/2OB -1OUTLET BOX--- -SIOUX CHIEF#696-G1010MFOUTLET BOX WITH MINIRESTER, LEAD-FREE, INTALL 48" AFF.1/2HD -1HUB DRAIN2-4 4--PROVIDE WITH TRAP PRIMER CONNECTION. REFER TO DETAIL 9/5.1.INSINKERATOR--N1201601/215GD1BADGER 5BADGER 5 INSINKERATOR, PROVIDE WITH WALL SWITCH. 1/2 HP. INSTALL PER MANUFACTURER INSTRUCTIONS.0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:ISSUED FOR CONSTRUCTIONCITY SUBMITTAL08/11/22BID SET08/30/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comPLUMBINGNOTES, LEGENDANDSCHEDULES210406P0.1CIDILPPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 81 of 105 AREA OF WORK:PLUMBING SCOPE INCLUDES:- REMOVAL OF EXISTING PLUMBING FIXTURES AND WATER HEATING SYSTEMS.- REPLACEMENT OF NEW FIXTURES AND EQUIPMENT IN MODIFIED LOCATIONS.- REMOVAL AND REPLACEMENT OF MAJORITY OF PIPING SYSTEMS (WATER, SEWER, VENT AND GAS).POC 1 1/2"CW, SEE CIVIL FOR CONTINUATIONPOC 4"W TO EXISTING 4" SITE SEWER, SEE CIVIL FOR CONTINUATIONPOC 2"CW, SEE CIVIL FOR CONTINUATIONBUILDING 1BUILDING 2POC 4"W TO EXISTING SITE MAIN. SEE CIVIL FOR CONTINUATION. %$'()POC 4"W TO EXISTING SITE MAIN. SEE CIVIL FOR CONTINUATION. 0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:ISSUED FOR CONSTRUCTIONCITY SUBMITTAL 08/11/22BID SET08/30/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comPLUMBING SITEPLAN210406P2.0CIApproverAuthorPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1" = 20'-0"P2.01PLUMBING SITE PLANAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 82 of 105 CLASSROOM101CLASSROOM102CLASSROOM103CLASSROOM104CLASSROOM105OPEN OFFICE119MEN117RR116ELEC.113WOMEN112IDF/STOR.109CLASSROOM107STOR.111RR115OPEN OFFICE110CLASSROOM106CHASE114NEW MECH. YARD213433331 1/2"CW3/4" PUMPED CONDENSATE, PROVIDE WITH CHECK VALVE, TYP.%%&&$$''(())BREAK118CLASSROOM103333/4" PUMPED CONDENSATE, PROVIDE WITH CHECK VALVE, TYP.3/4" PUMPED CONDENSATE, PROVIDE WITH CHECK VALVE, TYP.HD-14"S4"VTROB-11/2"CW0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:ISSUED FOR CONSTRUCTIONCITY SUBMITTAL 08/11/22BID SET08/30/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comPLUMBING FIRSTFLOOR PLAN210406P2.1CIDILPPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/8" = 1'-0"P2.11PLUMBING FIRST FLOOR PLANGENERAL NOTES1.FOR WASTE AND VENT PIPING DIAGRAM, SEE SHEET P4.1.2.FOR EXACT FAN COIL UNIT LOCATIONS, SEE MECHANICAL SHEETS.1 TRAP PRIMER TO HUB DRAIN, PROVIDE ACCESS PANEL.2 1/2" CW DOWN TO REFRIGERATOR OUTLET BOX.SHEET NOTESAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 83 of 105 2"VTR2"VTR3"VTR2"VTR2"VTR%%&$'(())3"VTR3"VTR2"VTR3"VTR4"VTR0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:ISSUED FOR CONSTRUCTIONCITY SUBMITTAL 08/11/22BID SET08/30/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comPLUMBINGROOF PLAN210406P2.2CIDILPPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/8" = 1'-0"P2.21PLUMBING ROOF PLANGENERAL NOTES1.FOR WASTE AND VENT PIPING DIAGRAM, SEE SHEET P4.1.2.FOR TYPICAL VENT THRU ROOF DETAIL, SEE 8/P5.1.SHEET NOTESAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 84 of 105 ':MEN117RR116ELEC.113WOMEN112)'6:&//:&//)'WH268ET1MV1CP1WC-1RR115STOR.111OPEN OFFICE110IDF/STOR.109DF-12"VTR2"VTR3"VTR2"VTR2"VTRBREAK118WC-2WC-1MS-12"S4"S4"S2"S4"S2"S4"SF.C.O.2"V2"V2"V2"V2"V2"V)'6:&//:&//)'WH26ET1MV1CP1WC-1DF-1MS-1WC-1WC-2U-2MEN117RR116ELEC.113WOMEN112CHASE114OPEN OFFICE110IDF/STOR.109STOR.111RR115BREAK118CW UP, PROVIDE BUILDING SOV AND ACCESS PANEL2"CW, B/G3/4"CW3/4"HW2"CW2"CW1"HW3/4"HW1"HW2"CW2"CW2"CW2"CW1 1/4"CW1 1/4"CW1"HW3/4"HWR1 1/4"CW1"CW3/4"CW3/4"HWR3/4"HW3/4"CW3/4"HW3/4"CWGD1WHA "B"0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:ISSUED FOR CONSTRUCTIONCITY SUBMITTAL 08/11/22BID SET08/30/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comPLUMBINGENLARGEDPLANS210406P3.1CheckerApproverAuthorPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/4" = 1'-0"P3.11PLUMBING ENLARGED RESTROOMS PLAN - WASTE AND VENTSCALE:1/4" = 1'-0"P3.12PLUMBING ENLARGED RESTROOMS PLAN - WATERGENERAL NOTES1.FOR WASTE AND VENT PIPING DIAGRAM, SEE SHEET P4.1.2.FOR EXACT FAN COIL UNIT LOCATIONS, SEE MECHANICAL SHEETS.SHEET NOTES1 FOR PIPING TO WATER HEATER EQUIPMENT, SEE DETAIL 3/P5.1.2 FOR TRAP PRIMER CONNECTION TO WATER CLOSET, SEE DETAIL 7/P5.1.3 FOR CONDENSATE CONNECTION TO SINK, SEE DETAIL 2/P5.1.4 FOR CONDENSATE DISCHARGE TO MOP SINK, SEE DETAIL 1/P5.1.5 FOR SINK DETAIL, SEE DETAIL 1/P5.2.6 WALL CLEAN OUT, INSTALL ABOVE URINAL PER CPC 707.4.7 FOR RECIRCULATING PUMP DETAIL, SEE 2/P5.2.8 WATER HAMMER ARRESTOR "A", PROVIDE WITH ACCESS PANEL.APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 85 of 105 CLASSROOM104CLASSROOM1054"SS-13"VTR1%3/4" PUMPED CONDENSATE, PROVIDE WITH CHECK VALVE, TYP.1"CDC.O.%%&&$$''FOR CONTINUATION SEE SHEET P2.01 1/2"CWS-1WH11"CWCLASSROOM104CLASSROOM105%%&&$$''1/2"CW%%&&CLASSROOM101CLASSROOM102S-1S-1DF-13/4 PUMPED CONDENSATE, PROVIDE WITH CHECK VALVE, TYP4"S3"VTRC.O.3"VTRC.O.2"VTR3/4 PUMPED CONDENSATE TO HOUSE SIDE OF SINK P-TRAPFOR CONTINUATION SEE SHEET P2.0%%&&CLASSROOM101CLASSROOM102S-1WH1S-1WH11 1/2"CW3/4"CW3/4"CW3/4"CWDF-11 1/2"CWCW UP IN WALL, PROVIDE BUILDING SOV WITH ACCESS PANELFOR CONTINUATION SEE SHEET P2.00Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:ISSUED FOR CONSTRUCTIONCITY SUBMITTAL 08/11/22BID SET08/30/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comPLUMBINGENLARGEDPLANS210406P3.2CIDICIPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024126&$/(33/80%,1*(1/$5*('&/$665220 3/$1 :$67($1'9(17126&$/(33/80%,1*(1/$5*('&/$665220 3/$1 :$7(5GENERAL NOTES1.FOR WASTE AND VENT PIPING DIAGRAM, SEE SHEET P4.1.2.FOR EXACT FAN COIL UNIT LOCATIONS, SEE MECHANICAL SHEETS.SHEET NOTES1 FOR INSTANTANEOUS WATER HEATER CONNECTION, SEE DETAIL 4/P5.1.2 FOR CONDENSATE CONNECTION TO SINK, SEE DETAIL 2/P5.1.1 FOR INSTANTANEOUS WATER HEATER CONNECTION, SEE DETAIL 4/P5.1.2 FOR CONDENSATE CONNECTION TO SINK, SEE DETAIL 2/P5.1.SCALE:1/4" = 1'-0"P3.23PLUMBING ENLARGED CLASSROOM 101 PLAN - WASTE & VENTSCALE:1/4" = 1'-0"P3.24PLUMBING ENLARGED CLASSROOM 101 PLAN - WATERAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 86 of 105 4"S(4.5 DFU)4"S(4 DFU)4"S(2 DFU)2"V(0.5 DFU)2"V(2 DFU)3"V(2 DFU)2"VTR2"VTR3"VTRS-1C.O.S-1DF-1C.O.POC 4"W TO EXISTING SITE MAIN, SEE CIVIL FOR CONTINUATION.2%4"S(2 DFU)3"V(2 DFU)3"VTRS-1POC 4"W TO EXISTING SITE MAIN, SEE CIVIL FOR CONTINUATION.C.O.4"S(37.5 DFU)2"S(2.5 DFU)4"S(34 DFU)3"S(4 DFU)2"V(1 DFU)2"V(4 DFU)2"V(8 DFU)2"V(2 DFU)2"V(5 DFU)2"V(2 DFU)DF-1S-1S-1WC-3MS-1L-1L-1L-1FD-1WC-2WC-2WC-1WC-3U-1L-12"V(4 DFU)2"VTR(6 DFU)FD-12"VTR(4 DFU)3"VTR(24 DFU)2"VTR(2.5 DFU)2"VTR(1 DFU)POC 4"W TO EXISTING SITE MAIN, SEE CIVIL FOR CONTINUATION.COPOC 4"W TO EXISTING SITE MAIN, SEE CIVIL FOR CONTINUATION.HD-14"S(4 DFU)4"V(4 DFU)4"VTR0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:ISSUED FOR CONSTRUCTIONCITY SUBMITTAL 08/11/22BID SET08/30/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comPLUMBINGRISERDIAGRAMS210406P4.1CIDILPPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:P4.11PLUMBING WASTE & VENT ISOMETRIC - WESTSCALE:P4.12PLUMBING WASTE & VENT ISOMETRIC - EAST2%APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 87 of 105 FINISHED CEILING(IN VARIOUS AREAS)STUD WALLCONDENSATE LINE IN WALLOR SURFACE MOUNT ASREQUIRED (SIZE PER PLANS)FOR CONTINUATION OF PIPING, SEE PLUMBING PLANSFINISHED FLOORFLOOR MOUNTED MOP SINK1" MIN. ABOVEFLOOD RIMCONDENSATE DISCHARGEFINISHED CEILING(IN VARIOUS AREAS)STUD WALL3/4" CONDENSATE LINE IN WALLTO HOUSE SIDE OF FIXTURE "P" TRAP WITH CONDENSATE DRAIN FITTING"P" TRAPFOR CONTINUATION OF PIPING, SEE PLUMBING PLANSFINISHED FLOORCONDENSATE DRAIN FITTINGLAVATORYHWCW, SUPPLYUNION, TYP.WH2DRAIN TO MOP SINK12"THERMOMETER (TYP.)BALL VALVE (TYP.)HW, TO BUILDINGSET AT 140°FMV1SET AT 120°FWALL SUPPORTCP1AQUASTATINSTALL PER MANUFACTURER'S RECOMMENDATIONSDRAIN PANET1HWRFOR RECIRCULATING PUMP DETAIL, SEE 2/P5.2ROD STIFFENER (TYPICAL)1 (MIN.)1ALL THREADEDROD (TYPICAL)CHANNEL TRANSVERSEBRACES - TYPICAL WHEREREQUIRED BY CODE(9'-4" MAX. LENGTH)BOLT SLEEVECLEVIS HANGERADJUSTABLE STEELYOKE PIPE ROLL1" (MIN.)1"ADJUSTABLE HINGE (TYPICAL)ROLLER TYPEPIPE HANGER(FOR PIPING UNDEREXPANSION / CONTRACTION)STANDARD TYPEPIPE HANGERNOTE:1. REFER TO CPC 2019, TABLE 313.3 FOR STANDARD AND SEISMIC HANGER SPACING INFORMATION AND REQUIREMENTS.2. REFER TO STRUCTURAL DRAWINGS FOR HANGER ATTACHMENTS TO STRUCTURE (TYP).COLD, HOT WATER & HOTWATER RETURN PIPING(TYPICAL)PIPE & INSULATION WITH FULL CIRCLESLEEVE AND PIPE PROTECTION SADDLESUNIVERSAL CHANNELHANGER RODS1/2" SOFTCOPPER TUBEFLOOR DRAINWITH TRAPPRIMER INLETFINISHED FLOORTRAP PRIMER (MOUNTED BELOWVACUUM BREAKERAND AT LEAST 6"ABOVE OVERFLOW RIM).FLUSH VALVEVENT PIPE THRU ROOFCOUNTERFLASHING SLEEVESEAMLESS LEAD FLASHING WITH STEEL REINFORCED BOOT ("STONEMAN") OR EQUAL)BUILT-UP ROOFING OVER FLANGE, BY ROOFING CONTRACTORROOF ASSEMBLY. (SEE ARCHITECTURAL PLANS FOR EXACT TYPE OF CONSTRUCTION)HEIGHT AS REQ'D BY CODEHVAC AIR INTAKE10' MINNOTES:IF THIS DETAIL DIFFERS FROM THAT SHOWN ON THE ARCHITECTURAL PLANS, THE ARCHITECTURAL DETAIL SHALL BE FOLLOWED.COLD WATER PIPE IN WALLSINKDUAL OUTLETANGLE STOPCOUNTER TOPMIXING VALVE ASSEMBLY(ASSE 1070)COLD WATER INLET"TEE" FITTINGWH-INSTANTANEOUS WATER HEATER UNDER SINKHOT WATERFAUCET FEEDSTEEL BRAIDEDFLEXIBLE WATERCONNECTIONS(TYPICAL)ELECTRICALJ-BOXFLOORNOTE: WATER HEATER IS A LISTED, INSTANTANEOUS, TANKLESS, NON-STORAGEWATER HEATER WITH AN INSIDE DIAMETER OF NOT MORE THAN 3".COLD WATER FAUCET FEEDINDIRECT WASTE DRAIN LINE6" HUB2" VENT UPFINISHED FLOOR4" WASTE DOWNCLEAN OUT4" 'P' TRAP1/2" TRAP PRIMERTPPER SECTION 801.1 OF THE 2019 CALIFORNIA PLUMBING CODE, INDIRECT WASTE PIPING SHALL DISCHARGE INTO THE BUILDING DRAINAGE SYSTEM THROUGH AN AIR GAP OR AIR BREAK AS SET FORTH IN THIS CODE. WHERE A DRAINAGE AIR GAP IS REQUIRED BY THIS CODE, THE MINIMUM VERTICAL DISTANCE AS MEASURED FROM THE LOWEST POINT OF THE INDIRECT WASTE PIPE OR THE FIXTURE OUTLET TO THE FLOOD-LEVEL RIM OF THE RECEPTOR SHALL BE NOT LESS THAN 1 INCH.PER SECTION 804.1 OF THE 2019 CALIFORNIA PLUMBING CODE, RECEPTORS RECEIVING THE DISCHARGE OF INDIRECT WASTE PIPES SHALL BE APPROVED FOR THE USE PROPOSED AND SHALL BE OF SUCH SHAPE AND CAPACITY AS TO PREVENT SPLASHING OR FLOODING AND SHALL BE LOCATED WHERE THEY ARE READILY ACCESSIBLE FOR INSPECTION AND CLEANING. 0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:ISSUED FOR CONSTRUCTIONCITY SUBMITTAL 08/11/22BID SET08/30/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comPLUMBINGDETAILS210406P5.1CIDILPPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024126&$/(3&21'(16$7('5$,1$70236,1.126&$/(3&21'(16$7('5$,172/$9$725<126&$/(3(/(&75,&:$7(5+($7(5:,7+0,;,1*9$/9('(7$,/126&$/(33,3(+$1*(5'(7$,/126&$/(33,3(6833257'(7$,/126&$/(375$335,0(5)/86+9$/9(&211(&7,21'(7$,/126&$/(37<3,&$/9(177+58522)'(7$,/126&$/(3,167$17$1(286:$7(5+($7(5'(7$,/126&$/(3+8%'5$,1'(7$,/APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 88 of 105 AIRGAP FITTINGDISHWASHERBY OTHERS.COUNTER TOPSINGLE LEVER FAUCETFLEXIBLE CONNECTION (TYPICAL)S-1ANGLE STOP (TYPICAL)BALL VALVE (TYPICAL)WALL CLEANOUT"P"TRAPFINISHED FLOORUNION (TYPICAL)1/2"HOT WATER CONNECTTO DISHWASHER1/2"COLD WATER WITHCAPPED BALL VALVEFOR CONNECTION TOFUTURE WATER FILTERCONNECT DRAIN FROMDISHWASHER TO DISPOSALVIA AIRGAP FITTINGHWR PIPEREDUCING TEE(TYPICAL)PETE'S PLUGBALL VALVE(TYPICAL)AQUASTATFLEXIBLE POWERCONDUITDIELECTRIC UNION (TYPICAL)RECIRCULATING PUMPCHECK VALVEHOSE BIBBNOTE:FOR HORIZONTALLY MOUNTED PUMPS, AN AIR RELEASE VALVE SHALL BE INSTALLED WITHIN 4 FT OF THE PUMP INLET IN ACCORDANCE WITH THE BUILDING ENERGY EFFICIENCY STANDARDS SECTION 110.3 (C)5. THE AIR RELEASE VALVE IS NOT REQUIRED WHEN PUMPS ARE INSTALLED IN A VERTICAL POSITION.0Q«1#1%.'4'65'/#6''65)+))&771142&0'5+45(+%.(#)+##%#0*++0.14##5-''01+('550#.44 Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:ISSUED FOR CONSTRUCTIONCITY SUBMITTAL 08/11/22BID SET08/30/22PROJECT: SHEET NUMBER:352-(&71R6'6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comPLUMBINGDETAILS210406P5.2CheckerApproverAuthorPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024126&$/(36,1.'(7$,/126&$/(3&200(5&,$/5(&,5&8/$7,1*3803'(7$,/APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 89 of 105 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1 0 .#64+%'%.'4''4')+56'4'&241('55+10#.'0 )+0 56#6'1(%#.+(140+#Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILDINGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:ELECTRICALSYMBOLS ANDABBREVIATIONS005-138E0.1RMANNRPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 90 of 105 (;,67,1*6'* (75$16)250(58*360$,10$,16:,7&+%2$5' 06% 93:$1(0$5%5$&(')25.$,&1*3$03$1(/33$1(/33$1(//3$1(/03$3$726'* (-3$1(/0/7*,19.9$3$3$1(/3ϵϭϱϬ,^W<Z͕^dϮϮϬ^E/'K͕ϵϮϭϮϯǁǁǁ͘>EĐŽŶƐƵůƚŝŶŐ͘ĐŽŵ'ZR0Q'#06100#6*#05 1 0 .#64+%'%.'4''4')+56'4'&241('55+10#.'0 )+0 56#6'1(%#.+(140+#Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILDINGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 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RCPEM LIGHTINGPHOTOMETRICPLAN005-138E2.3RMANDSPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/8" = 1'-0"E2.311ST FLOOR LIGHTING PLAN- EM LIGHTING PHOTOMETRIC PLANAPPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 98 of 105 ':-----------------%.#55411/%.#55411/%.#55411/%.#55411/%.#55411/%.#55411/12'01((+%'$4'#-/'044'.'%91/'0+&(5614%.#55411/56144412'01((+%'%.#55411/3((%&$'()3333&1*33333&1*3333&1*3333&1*33333&1*33333&1*3333&1*3333&1*33&1*33&1*333&1*33333333&1*33333&1*:3:3:3:3:3:3333003333330&1*0&1**#..000333333333333333333330:3':3&1*:$3:$3:$3:$35()333 )((76&$/(ϵϭϱϬ,^W<Z͕^dϮϮϬ^E/'K͕ϵϮϭϮϯǁǁǁ͘>EĐŽŶƐƵůƚŝŶŐ͘ĐŽŵ'ZR0Q'#06100#6*#05 1 0 .#64+%'%.'4''4')+56'4'&241('55+10#.'0 )+0 56#6'1(%#.+(140+#Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILDINGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:1ST FLOORPOWER PLAN005-138E3.1RMANNRPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/8" = 1'-0"E3.111ST FLOOR POWER PLAN*(1(5$/127(632:(5 $//$9%5$1&+&,5&8,767+$7(;&((' 6+$//86($:*&21'8&7256 &225',1$7(32:(5)(('6/2&$7,216$1':,5,1*+$51(66&21),*85$7,21:,7+)851,785(9(1'256+23'5$:,1*635,2572528*+,1 9(5,)<02817,1*+(,*+762)$//'(9,&(6:,7+$5&+,7(&785$/(/(9$7,21635,2572528*+,1APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 99 of 105 77777777777777777 77 7 7 7 77777777777777777---%.#55411/%.#55411/%.#55411/%.#55411/%.#55411/%.#55411/12'01((+%'$4'#-/'044'.'%91/'0+&(5614%.#55411/56144412'01((+%'%.#55411/6)6)6)6)()()()()()%&%&%&%&%&%&)&)&)&)&)&)&)&)&)&)&)&)&)&)&)&)&)&)&)&)&)&)&)&)&%&$'()0&1*00000000000&1*0&1*000000&1*00000000&1*0&1*000000&1*0&1*000&1*0000)&)&)& )((76&$/(ϵϭϱϬ,^W<Z͕^dϮϮϬ^E/'K͕ϵϮϭϮϯǁǁǁ͘>EĐŽŶƐƵůƚŝŶŐ͘ĐŽŵ'ZR0Q'#06100#6*#05 1 0 .#64+%'%.'4''4')+56'4'&241('55+10#.'0 )+0 56#6'1(%#.+(140+#Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILDINGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:1ST FLOORHVAC POWERPLAN005-138E4.1RMANNRPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/8" = 1'-0"E4.111ST FLOOR HVAC POWER PLAN*(1(5$/127(60(&+32:(5 &2175$&72572&225',1$7(&21'8,75816:,7+27+(575$'(635,2572528*+,1 (/(&75,&$/&2175$&72572&225',1$7()86(6,=(6)25$//0(&+$1,&$/(48,30(17:,7+0$18)$&785(55(&200(1'$7,21635,2572528*+,1 6((+9$&(48,30(176&+('8/(6216+((76(;;;APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 100 of 105 ---/3'.'%33&1*0,19+&(5614333&1*3&1*3&1*3&1*33333&0+58:3+580&1*0&1*07+586&8:30&1*0&1*0 )((76&$/(ϵϭϱϬ,^W<Z͕^dϮϮϬ^E/'K͕ϵϮϭϮϯǁǁǁ͘>EĐŽŶƐƵůƚŝŶŐ͘ĐŽŵ'ZR0Q'#06100#6*#05 1 0 .#64+%'%.'4''4')+56'4'&241('55+10#.'0 )+0 56#6'1(%#.+(140+#Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILDINGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:ELECTRICALENLARGEDPLANS005-138E5.1RMANNRPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024SCALE:1/2" = 1'-0"E5.11ENLARGED ELECTRICAL ROOMSCALE:1/2" = 1'-0"E5.12ENLARGED IDF ROOM*(1(5$/127(632:(5 $//$9%5$1&+&,5&8,767+$7(;&((' 6+$//86($:*&21'8&7256 &225',1$7(32:(5)(('6/2&$7,216$1':,5,1*+$51(66&21),*85$7,21:,7+)851,785(9(1'256+23'5$:,1*635,2572528*+,1 9(5,)<02817,1*+(,*+762)$//'(9,&(6:,7+$5&+,7(&785$/(/(9$7,21635,2572528*+,1SCALE:1/2" = 1'-0"E5.14ENLARGED MECH. YARD 2SCALE:1/2" = 1'-0"E5.13ENLARGED MECH. YARD 16+((7.(<127(63529,'(32:(5)25$&&(66&21752/3$1(/&225',1$7(/2&$7,21:,7+$5&+,7(&735,2572528*+,13529,'(32:(5)25),5($/$50&21752/3$1(/&225',1$7(/2&$7,21:,7+$5&+,7(&735,2572528*+,13529,'(7+,&.),5(5$7('3/<:22'7(/(3+21(%$&.%2$5')8//:+(,*+721:$//66+2:13529,'(7(/(&20081,&$7,216*5281',1*%86%$5&21'8,7678%83/2&$7,216)25,636(&21'$5<6(59,&(3529,'((0(5*(1&</,*+7,1*,19(57(50(<(56,//80,1$725,(6%$25(48$/35(6(59(63$&()25)8785(39(48,30(17APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 101 of 105 ϵϭϱϬ,^W<Z͕^dϮϮϬ^E/'K͕ϵϮϭϮϯǁǁǁ͘>EĐŽŶƐƵůƚŝŶŐ͘ĐŽŵ'ZR0Q'#06100#6*#05 1 0 .#64+%'%.'4''4')+56'4'&241('55+10#.'0 )+0 56#6'1(%#.+(140+#Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILDINGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:TITLE 24005-138E6.1RMANNRPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 102 of 105 ϵϭϱϬ,^W<Z͕^dϮϮϬ^E/'K͕ϵϮϭϮϯǁǁǁ͘>EĐŽŶƐƵůƚŝŶŐ͘ĐŽŵ'ZR0Q'#06100#6*#05 1 0 .#64+%'%.'4''4')+56'4'&241('55+10#.'0 )+0 56#6'1(%#.+(140+#Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILDINGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:TITLE 24005-138E6.2RMANNRPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 103 of 105 ϵϭϱϬ,^W<Z͕^dϮϮϬ^E/'K͕ϵϮϭϮϯǁǁǁ͘>EĐŽŶƐƵůƚŝŶŐ͘ĐŽŵ'ZR0Q'#06100#6*#05 1 0 .#64+%'%.'4''4')+56'4'&241('55+10#.'0 )+0 56#6'1(%#.+(140+#Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILDINGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:TITLE 24005-138E6.3RMANNRPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 104 of 105 ϵϭϱϬ,^W<Z͕^dϮϮϬ^E/'K͕ϵϮϭϮϯǁǁǁ͘>EĐŽŶƐƵůƚŝŶŐ͘ĐŽŵ'ZR0Q'#06100#6*#05 1 0 .#64+%'%.'4''4')+56'4'&241('55+10#.'0 )+0 56#6'1(%#.+(140+#Description: Date: Project Number:Drawn By:Checked By:Sheet Title:Approved By:1ST BUILDINGDEPARTMENTSUBMITTAL08/12/22BID SET08/30/22PROJECT: 6353 DEL CERRO BLVD., SAN DIEGO, CA 92120 619.698.9177 | www.jeffkatzarchitecture.comSHEET NUMBER:TITLE 24005-138E6.4RMANNRPACIFIC VIEW SCHOOLRENOVATION PHASE 1CITY OF ENCINITAS608 3RD STREETENCINITAS, CA 92024APPROVEDBUILDING DIVISION8/26/22 ASadreBLDC-021239-20222022-09-06Special Meeting Item #01Page 105 of 105