Patrick Ifurung - Technical Designer In Architecture by Underground34

PATRICK IFURUNG

TECHNICAL DESIGNER | SENIOR JOB CAPTAIN | QA/QC CONSTRUCTION ENGINEER

pifurung@gmail.com Gensler - Los Angeles 424.526.6538 www.linkedin.com/in/patrick-ifurung

JURISDICTION REVIEWS Division of the State Architect (DSA) LA Department Of Building & Safety (LADBS) Los Angeles Community Colleges (LACCD) Los Angeles County La Mirada Building & Safety Whittier Building & Safety

PRACTICE AREAS Higher Education Collegiate Athletic Facilities Student Housing Sports Stadiums/Arenas Sports Hospitality K-12 Civic EDUCATION UCLA - M.Arch I (2011) Art Institute of CA - BSA (2001) TECHNICAL SKILLS (YEARS) Revit: 11 Rhino: 17 V-Ray: 10 Enscape: 5 AutoCAD: 10 Adobe Illustrator: 17 Adobe InDesign: 17 Adobe Photoshop: 17

CAREER SUMMARY As a highly skilled Design Professional with expertise in Technical Design, I have a wealth of experience in delivering successful projects across a range of sectors, including higher educational institutions, K-12 facilities, and athletic design. As a seasoned Senior Job Captain and Technical Designer, I have led projects from the initial Schematic Design phase all the way through to the final Construction Documentation stage. I am proud to have a proven track record of delivering projects on time and within budget, while exceeding client expectations. My experience in obtaining project permits is extensive, and I am committed to ensuring that all projects comply with relevant codes and standards. Additionally, my experience in QA/QC for construction has been instrumental in delivering high-quality projects that meet or exceed industry standards. With 13 years of experience in both 2D graphic design and 3D architectural design, I bring a deep understanding of the design process and technical implementation to every project. My educational background includes a Masters in Architecture from the University of California, Los Angeles, which has equipped me with a strong foundation in design theory and practice. Overall, I am a talented and accomplished Design Professional who consistently delivers outstanding results for my clients.

(2015 - 2020 / April 2022 - January 2024)

Job Captain/Technical Designer: Campbell Hall Gym, K-12 School Orchestrated seamless coordination with project consultants (structural engineer, MEP engineers, civil engineer, kitchen designer and landscape architects) to ensure alignment with design intent and specifications Led the development of technical details, maintaining design intent and quality throughout the construction process Managed code compliance along with the development of construction documents, ensuring accuracy and completeness Successfully managed aggressive project schedule, ensuring timely and efficient milestone delivery without compromising quality Nimbly navigated the plan check process with LADBS, conducting plan check meetings with each LADBS department to ensure compliance and approval Project Lead: University of SD: University Gym Led renovation of the university gymnasium, specifically focusing on the redesign of locker rooms, team rooms and coaches’ offices Designed all interior architectural features and executed all technical design details, ensuring design integrity and functionality were maintained throughout the documentation process Facilitated smooth and efficient collaboration with a diverse range of consultants, such as structural engineers, MEP engineers, and interior designers, to ensure alignment with project goals and specifications. Successfully submitted comprehensive and accurate construction documents within an aggressive 5-week schedule, ensuring compliance with building codes and standards of the local jurisdiction Project Lead: BIOLA University: Athletics Department Facilities Redesign weight room, team locker rooms & sports therapy room Develop construction documentation while simultaneously coordinating consultant infrastructure scope Obtain permitting for construction through local jurisdiction Oversee construction administration through review of subcontractors RFIs, submittals and shop drawings Develop and maintain professional working relationship with client Job Captain: AVC Student Commons Building and Services Buildings Led the production and coordination of architectural drawings, encompassing plans, elevations, sections, and detailed drawings, ensuring accuracy and adherence to design intent through the Program Planning, SD, DD and CD phases Collaborated closely with the design team to translate conceptual designs into comprehensive and precise architectural documentation. Manage approval process of addendas and CCD reviews through the DSA Designer: Chase Center Arena Managed the creation and coordination of architectural drawings, including plans, elevations, sections, and detailed drawings, to guarantee precision and alignment with design objectives Collaborated closely with the design team to transform conceptual designs into thorough and accurate architectural documentation. Notable Projects NFL Football Stadium Design Competition - Las Vegas, NV MLS Stadium Design Competition - San Diego, CA SJSU Student Recreation Center - San Jose, CA SJSU Golf Training Center - San Jose, CA University Of South Carolina Football Training - Columbia, SC UCLA Extension (433 Spring Street Historic Building) - LA, CA AVC Security Building - Lancaster, CA AVC Community Center - Lancaster, CA AVC Tennis Court Center - Lancaster, CA AVC Pool Center - Lancaster, CA

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PATRICK IFURUNG

TECHNICAL DESIGNER | SENIOR JOB CAPTAIN | QA/QC CONSTRUCTION ENGINEER

pifurung@gmail.com CannonDesign - Los Angeles (October 2021 - April 2022) 424.526.6538 Project Design Lead: CSUN, USU Campus Tenant Improvement www.linkedin.com/in/patrick-ifurung

Manage a team of designers for campus tenant improvement & renovation scope work Oversee construction documentation in preparation for CSU project peer review Assist in code analysis of existing campus buildings to ensure renovation is compliant with stringent state building code requirements NAC Architecture - Los Angeles (May 2020 - October 2021) Technical Designer: LAVC: Academic Building (DSA) Lead technical designer of exterior detailing Manage and coordinate Construction Documentation through all design phases (SD, DD & CD) In charge of design consultant management and coordination Lead exterior & interior concept building designer Produce visual content for Los Angeles Community College District Senior Management presentations Development Industries - Los Angeles (July 2011 - November 2015) QA/QC Engineer of Construction Project: LA County Deukmejian Courthouse, Long Beach (CA State) Project: United States Courthouse, Los Angeles (LA County)

Reviewed Construction Manual Specification for specialty testing and inspection matrix development Assisted in reviewing disability access for code compliance through design drawing reviews Managed Inspection Request forms from subcontractors and coordinated observation schedules Created agendas for Quality Management weekly meetings attended by project stakeholders Coordinated Quality Control Preparatory meeting documentation and ensured Submittals approval Conducted daily constructability observations for major construction scope Led quality control inspections for all ceiling & wall close-up approval Managed distribution of Punch List items to subcontractors for building turnover Provided high-level administrative support to company Principals and Associate Principals

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CAMPBELL HALL

STUDENT ATHLETIC TRAINING CENTER EXTERIOR DETAILS

4533 LAUREL CANYON BLVD., NORTH HOLLYWOOD, CA 91607 MECH SCREEN 64' - 3"

MECHANICAL SCREEN HORIZONTAL LOUVERS

8' - 11"

500 South Figueroa Street Los Angeles, California 90071 United States

07 42 13.13 FORMED METAL PANEL COPING

T.O. GYM ROOF PARAPET 55' - 4"

3' - 9"

SHADOW BOX

ROOFING; PVC 72-MIL G410 FELT BACK, FULLY ADHERED ROOFING MEMBRANE. MEMBRANE APPLIED OVER TAPERED POLY-

________ ________ 02 A5.305

GYM ROOF 51' - 7"

09 24 00.B00 EXT CEM PLAS

11' - 7"

GLAZED CURTAINWALL SYSTEM WITH VERTICAL MULLION EXTENSION AS SUNSHADE FINS 2 1/2" x16". MULLIONS FINISHED TO MATCH DUNN EDWARDS DE 5398 LEMON PUNCH.

11' - 7"

SLOPE

22 13 14.C00 ROOF DRAIN PIPE - SEE PLUMBING DRAWINGS

05 40 00 COLD-FORMED METAL FRAMING

UPPER ROOF 40' - 0"

10' - 0"

ROOFING; PVC 72-MIL G410 FELT BACK, FULLY ADHERED ROOFING MEMBRANE. MEMBRANE APPLIED OVER TAPERED POLY-ISO INSULATION

12' - 0"

07 42 13.13 FORMED METAL PANEL COPING

________ ________ 04 A5.301

2' - 0"

T.O. PARAPET LOW ROOF 30' - 0" SLOPE

LOWER ROOF 28' - 0"

76' - 3"

LOWER ROOF 28' - 0"

STRUCTURAL STEEL W/ APPLIED FIREPROOFING

________ ________ 07 A5.301

09 24 00.B00 EXT CEM PLAS

STRUCTURE. REFER TO STRUCTURAL DRAWINGS

WOOD ATHLETIC FLOOR

2.4

4.5

WOOD ATHLETIC FLOOR ________ 01 ________

________ ________ 02 A5.303 SLOPE

LEVEL 02

LEVEL 02 14' - 0"

MECH SCREEN 14' - 0" 64'BLDG - 3" 2 PARAPET

13' - 3 5/8"

4" THICK ARCHITECTURAL CONCRETE TOPPING SLAB OVER FLUID-APPLIED MEMBRANE OVER SLOPED STRUCTURAL SLAB.

21' - 7"

EXPOSED COLUMN BEYOND.

01 31

STEM AUXILIARY 3143

07 14 13 HOT FLUID-APPLIED RUBBERIZED ASPHALT W.P. T.O. PARAPET LOW ROOF EXTERIOR LANDSCAPE 30' - 0" FINISH (REFER TO LANDSCAPE PLAN)

INTERIOR

LEVEL 01 0' - 0"

05 06

LEVEL 01 0' - 0"

07 15

LEVEL 02 14' - 0"

14' - 0"

06 TYP.

DASH OUTLINED REGION OBLIQUE TO VIEW

CAST-IN-PLACE STRUCTURAL CONCRETE SLAB.

PARKING GARAGE 3000

________ ________ 07 A2.102

LEVEL 01 0' - 0"

CONCRETE RETAINING WALL. REFR TO STRUCTURAL DRAWINGS

12' - 0"

CONCRETE RETAINING WALL. REFR TO STRUCTURAL DRAWINGS PARKING GARAGE 3000

TRANSFER BEAM. REFER TO STRUCTURAL DRAWINGS

07 14 13 HOT FLUID-APPLIED RUBBERIZED ASPHALT W.P.

Project Document Lead / Technical Designer - Managed all coordination - Managed team of designers in developing Construction Documentation

LOWER ROOF 28' - 0"

EXTERIOR

14' - 0"

RAISED CONCRETE PLANTER WHERE OCCURS (REFER TO LANDSCAPE PLAN)

STEM CLASSROOM 3142

2' - 0"

EL. 33' - 11 3/4"

4" THICK ARCHITECTURAL CONCRETE TOPPING SLAB OVER FLUID-APPLIED MEMBRANE OVER SLOPED STRUCTURAL SLAB.

ELEM CLASSROOM 3 3153

GYM ROOF 51' - 7"

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

EL. 38' - 3" 32

EL. 36' - 2 1/2"

02 T.O. GYM ROOF PARAPET 55' - 4"

8" X 8" SCORED, CMU BLOCK

13' - 3 5/8"

18' - 0" MAX.

14' - 0"

OVERFLOW DRAIN DAYLIGHTS AT PORTIONS OF SOLID WALL

3' - 9"

64' - 3"

DRAIN LEADERS FROM ROOF, OVER FLOW AND MAIN LINE

2-1/2” X 7-1/4” STOREFRONT SYSTEM WITH 1” IGU. BASIS OF DESIGN IS ARCADIA TC670 THERMAL SYSTEM

________ ________ 06 A5.301

8' - 11"

16 30

Date SHEET NOTES

07 42 13.13 FORMED METAL PANEL COPING

02 ________ ________ A2.201

SLOPE

________ ________ 12 A5.301

A 55,000 SF K-12 Athletic Center which includes a basketball/volleyball gym w/ locker rooms, outdoor sports locker rooms, weight room, training room, yoga room, instructional classrooms including a technology lab, elementary performing arts classrooms and administration offices. Also a subgrade 155 space parking lot.

JACK SLAB

EXTERIOR ________ ________ 05 A5.301

GYM STORAGE 3243

01 ________ ________ A2.201

A2.200

INTERIOR

GYM 3240

8 3/8"

14' - 0"

05 40 00 COLD-FORMED METAL FRAMING 22 13 14.C00 ROOF DRAIN PIPE - SEE PLUMBING DRAWINGS

67' - 4"

SLOPE

19 29 30 31 32

07 13 26 SELF-ADHERING SHEET WATERPROOFING

________ ________ 02 A2.102

CAST-IN-PLACE STRUCTURAL CONCRETE SLAB.

07 13 26 SELF-ADHERING SHEET WATERPROOFING

34 35

LOWER LEVEL -12' - 0"

36 37

07 26 16 UNDER-SLAB-BELOWGRADE VAPOR RETARDER

02 WEST - OVERALL ELEVATION SCALE: 1/8" = 1'-0"

Description

10/28/2022 PLAN CHECK SUBMISSION 04/12/2023 PLAN CHECK 2 SUBMISSION

2-1/2” X 10” CURTAINWALL SYSTEM WITH 1” IGU AND VERTICAL SUNSHADE 16" EXTENSION. MULLION SYSTEM TO RECEIVE A CUSTOM-COLORED THREE-COAT FLUOROCARBON RESINOUS COATING. TYPICAL INSULATING GLASS UNITS 1” THICK AND BE COMPOSED OF 1/4” THICK LOW IRON GLASS OUTBOARD LITE WITH A LOW-E COATED SECOND SURFACE, ½” HERMETICALLY SEALED AIR GAP, AND ¼” THICK CLEAR GLASS INBOARD LTE, HEAT TREATED AS REQUIRED TO SUSTAIN WIND LOADS AND RESIST THERMAL STRESS. MAX. U-VALUE = 0.41, MAX. RSHGC = 0.26. BASIS OF DESIGN IS ARCADIA. EXTERIOR CEMENT PLASTER ON LATH, OVER SELF-ADHERING RUBBERIZED ASPHALT MEMBRANE OVER EXTERIOR SHEATHING ON 2" MINERCAL WOOL BOARD ON 6" COLD FORMED METAL FRAMING WITH R-21 MINERAL WOOL BATT INSULATION, SEE W1/A5.001. STEEL SLAT GUARDRAIL WITH HIGH PERFORMANCE COATING OVER PRIMER CAST-IN-PLACE ARCHITECTURAL CONCRETE FINISH. APPLY NON-SACRIFICIAL ANTI-GRAFFITI SILOXANE COATING. BASIS OF DESIGN: SHERWIN-WILLIAMS ANTI-GRAFFITI COATING. INTERLOCKING ALUM METAL PANEL. PVDF FINISH. BOD - METAL SALES - TL-17 DRINKING FOUNTAIN, DUAL HEIGHT W/ BOTTLE FILLER Seal / Signature OPEN BLADE LOUVER SYSTEM, MECHANICAL SCREEN WITH HSS STEEL FRAME SUPPORTING. 8" X 8" SCORED, VERTICAL SCORE VENEER / COMPOSITE CMU, PRECISION FINISH, PAINTED GREY (BENJAMIN MOORE METROPOLITAN, AF-690), SEE W3/A5.001 STRUCTURAL STEEL WITH INTUMESCENT FIREPROOFING AND HIGH PERFORMANCE COATING GLAZED ALUMINUM CURTAIN WALL WITH SHADOW BOX (ALUMINUM METAL PANEL TO MATCH MULLION OVER INBOARD LITE). ROOF LADDER & HANDRAIL EXTENSION Project Name FORMED METAL PANEL COPING 3/8" DOUBLE V CONTROL JOINT TYP. PERFORATED, INTERLOCKING ALUM METAL PANEL. PVDF FINISH. BOD - METAL SALES TL-17. 1/8" HOLES ON 3/8" STAGGERED PATTERN Project Number GUARDRAIL BARRIER FOR CANE DETECTION 18" HEIGHT 16" DEEP MULLION CAP AT EVERY VERTICAL MULLION Description METAL RAINSCREEN PANEL, CENTRIA IW-10 SERIES VERTICAL SYSTEM, SEE W2/A5.001 ROOF ACCESS LADDER LANDING

4533 LAUREL CANYON BLVD., NORTH HOLLYWOOD, CA 91607

500 South Figueroa Street Los Angeles, California 90071 United States

Tel 213.327.3600 Fax 213.327.3601

NOT FOR CONSTRUCTION

VIKING CENTER 05.5105.007

EXTERIOR WALL SECTIONS

Scale 07 26 16 UNDER-SLAB-BELOWGRADE VAPOR RETARDER

02 WALL SECTION - EAST A

BUILDING ELEVATIONS

Tel 213.327.3600 Fax 213.327.3601

07 54 19 PVC MEMBRANE ROOFING

3/8" = 1'-0"

A4.001

01 WALL SECTION - NORTH A

EXTERIOR WALL & ROOF SECTION

SCALE: 3/8" = 1'-0"

SHEET NOTES 5

01 ________ ________ A2.200

01 ________ ________ A2.201

02 ________ ________ A2.201

MECH SCREEN 64' - 3"

8' - 11"

16 29 30

3' - 9"

18' - 0" MAX.

EL. 36' - 2 1/2"

GYM ROOF 51' - 7"

EL. 38' - 3" 32 37

21' - 7"

02 T.O. GYM ROOF PARAPET 55' - 4"

2' - 0"

T.O. PARAPET LOW ROOF 30' - 0"

14' - 0"

LOWER ROOF 28' - 0"

05 06

07 LEVEL 02 14' - 0"

15 16 17

14' - 0"

64' - 3"

EL. 33' - 11 3/4"

18 LEVEL 01 0' - 0"

WEST ELEVATION

06 TYP.

DASH OUTLINED REGION OBLIQUE TO VIEW

________ ________ 07 A2.102

________ ________ 02 A2.102

19 29 30 31 32

34 35 36 37

2-1/2” X 7-1/4” STOREFRONT SYSTEM WITH 1” IGU. MULLION SYSTEM TO RECEIVE A CUSTOM-COLORED THREE-COAT FLUOROCARBON RESINOUS COATING. TYPICAL INSULATING GLASS UNIT 1” THICK, COMPOSED OF 1/4” THICK LOW IRON GLASS OUTBOARD LITE WITH A LOW-E COATED SECOND SURFACE, ½” HERMETICALLY SEALED AIR GAP, AND ¼” THICK CLEAR GLASS INBOARD LITE, HEAT-TREATED AS REQUIRED TO SUSTAIN WIND LOADS AND RESIST THERMAL STRESS. MAX. U-VALUE = 0.41, MAX. RSHGC = 0.26. BASIS OF DESIGN IS ARCADIA TC670 THERMAL SYSTEM 2-1/2” X 10” CURTAINWALL SYSTEM WITH 1” IGU AND VERTICAL SUNSHADE 16" EXTENSION. MULLION SYSTEM TO RECEIVE A CUSTOM-COLORED THREE-COAT FLUOROCARBON RESINOUS COATING. TYPICAL INSULATING GLASS UNITS 1” THICK AND BE COMPOSED OF 1/4” THICK LOW IRON GLASS OUTBOARD LITE WITH A LOW-E COATED SECOND SURFACE, ½” HERMETICALLY SEALED AIR GAP, AND ¼” THICK CLEAR GLASS INBOARD LTE, HEAT TREATED AS REQUIRED TO SUSTAIN WIND LOADS AND RESIST THERMAL STRESS. MAX. U-VALUE = 0.41, MAX. RSHGC = 0.26. BASIS OF DESIGN IS ARCADIA. EXTERIOR CEMENT PLASTER ON LATH, OVER SELF-ADHERING RUBBERIZED ASPHALT MEMBRANE OVER EXTERIOR SHEATHING ON 2" MINERCAL WOOL BOARD ON 6" COLD FORMED METAL FRAMING WITH R-21 MINERAL WOOL BATT INSULATION, SEE W1/A5.001. STEEL SLAT GUARDRAIL WITH HIGH PERFORMANCE COATING OVER PRIMER CAST-IN-PLACE ARCHITECTURAL CONCRETE FINISH. APPLY NON-SACRIFICIAL ANTI-GRAFFITI SILOXANE COATING. BASIS OF DESIGN: SHERWIN-WILLIAMS ANTI-GRAFFITI COATING. INTERLOCKING ALUM METAL PANEL. PVDF FINISH. BOD - METAL SALES - TL-17 DRINKING FOUNTAIN, DUAL HEIGHT W/ BOTTLE FILLER OPEN BLADE LOUVER SYSTEM, MECHANICAL SCREEN WITH HSS STEEL FRAME SUPPORTING. 8" X 8" SCORED, VERTICAL SCORE VENEER / COMPOSITE CMU, PRECISION FINISH, PAINTED GREY (BENJAMIN MOORE METROPOLITAN, AF-690), SEE W3/A5.001 STRUCTURAL STEEL WITH INTUMESCENT FIREPROOFING AND HIGH PERFORMANCE COATING GLAZED ALUMINUM CURTAIN WALL WITH SHADOW BOX (ALUMINUM METAL PANEL TO MATCH MULLION OVER INBOARD LITE). ROOF LADDER & HANDRAIL EXTENSION FORMED METAL PANEL COPING 3/8" DOUBLE V CONTROL JOINT TYP. PERFORATED, INTERLOCKING ALUM METAL PANEL. PVDF FINISH. BOD - METAL SALES TL-17. 1/8" HOLES ON 3/8" STAGGERED PATTERN GUARDRAIL BARRIER FOR CANE DETECTION 18" HEIGHT 16" DEEP MULLION CAP AT EVERY VERTICAL MULLION METAL RAINSCREEN PANEL, CENTRIA IW-10 SERIES VERTICAL SYSTEM, SEE W2/A5.001 ROOF ACCESS LADDER LANDING

G.6

G.3

02 ________ ________ A2.200

03 ________ ________ A2.200

Date

B.6

A.6

Description

10/28/2022 PLAN CHECK SUBMISSION 04/12/2023 PLAN CHECK 2 SUBMISSION

DASH OUTLINED REGION OBLIQUE TO VIEW

4533 LAUREL CANYON BLVD., NORTH HOLLYWOOD, CA 91607

MECH SCREEN 64' - 3"

500 South Figueroa Street Los Angeles, California 90071 United States

Tel 213.327.3600 Fax 213.327.3601

T.O. GYM ROOF PARAPET 55' - 4"

19 07

GENERAL NOTES

35 04

A. B. C. D.

T.O. PARAPET LOW ROOF 30' - 0"

LOWER ROOF 28' - 0"

55' - 4"

4.5

8' - 11"

25' - 4"

2' - 0"

2.4

14' - 0"

REFER TO A5.001 FOR TYPICAL EXTERIOR ASSEMBLIES. REFER TO A0.300 FOR EXTERIOR FINISHES. REFER TO A0.100 FOR DOOR SCHEDULE & TYPES. ALL VERTICAL CONTROL JOINTS ARE TO ALIGN WITH GLAZED OPENINGS, VERTICAL MULLIONS & EXTERIOR CEILING SOFFIT CONTROL JOINTS, UNO. REFER TO RCP SHEETS & SHEET A5.001 FOR ALL CONTROL JOINT DETAILS FOR VARIOUS CONDITIONS. FIELD VERIFY LOCATIONS OF ALL JOINTS AND ALIGNMENTS. ALL HORIZONTAL CONTROL JOINTS ARE TO ALIGN WITH GLAZED OPENINGS & HORIZONTAL MULLIONS, UNO. REFER TO RCP SHEETS & SHEET A5.001 FOR ALL CONTROL JOINT DETAILS FOR VARIOUS CONDITIONS. FIELD VERIFY LOCATIONS OF ALL JOINTS AND ALIGNMENTS. ALL DOWNSPOUTS TO DRAIN TO PROPOSED BMP. REFER TO CIVIL LID SHEETS.

LEGEND Seal / Signature LEVEL 02 14' - 0"

01 ________ ________ A6.600

PT-01

PAINT - WHITE

PT-02

PAINT - BLUE

NOT FOR CONSTRUCTION

14' - 0"

NORTH ELEVATION 17

LEVEL 01 0' - 0" 34

06 TYP.

05 ________ ________ 01 A2.102

Project Name

VIKING CENTER Project Number

05.5105.007 Description

BUILDING ELEVATIONS

Scale

As indicated

SLOPE

CAMPBELL HALL

COMPRESSIBLE FILLER GEOTEXTILE FABRIC

21' - 0"

29' - 8"

01/ A1.111C

G.3

29' - 8"

G.6

9' - 5"

7' - 7"

13' - 8"

02 ________ ________ A2.200

G0.400 A2.100

01 ________ ________ A6.600

4533 LAUREL CANYON BLVD., NORTH HOLLYWOOD, CA 91607

15' - 9"

01 03

2' - 0" 1"

EL. 3' - 6"

STEM CLASSROOM 3142

A2.102 97

500 South Figueroa Street Los Angeles, California 90071 United States

Tel 213.327.3600 Fax 213.327.3601

19' - 4"

STAIR #3

5' - 4" FEC

30' - 6"

GENERAL NOTES

PROVIDE BACKING PER DETAIL 13/A5.701 AS REQ AT ALL LOCATIONS INCLUDING, BUT NOT LIMITED TO: GRAB BARS, OVERHEAD CABINETRY, SHELVING, SIGNAGE, TOILET ROOM ACCESSORIES, WALL MOUNTED EQUIPMENT, ETC. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON ARCHITECTURAL CONSTRUCTION PLANS. IN CASE OF CONFLICT, NOTIFY ARCHITECT. CONSTRUCTION PLANS BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS AND ENGINEERING DRAWINGS. PARTITIONS: ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS OR LINES. ALL SCREWS OR OTHER ATTACHMENT DEVICES SHALL BE PATCHED AND NOT VISIBLE. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED AND SANDED SMOOTH. FIELD VERIFY CONSTRUCTION AND WIDTH PRIOR TO FABRICATION OF DOOR FRAMES OR COMPONENTS WHICH REQUIRE THE WIDTH OF THE WALL TO BE SET. ALL PARTITIONS ARE DIMENSIONED FROM FINISHED FACE TO FINISHED FACE UON. REFER TO SHEET A5.000 FOR GENERAL NOTES AND REQ. FOR PARTITIONS. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST ALLOW FOR THICKNESS OF ALL WALL FINISHES, BE ACCURATELY MAINTAINED AND SHALL NOT VARY MORE THAN 1/8" WITHOUT WRITTEN APPROVAL FROM ARCHITECT. DIMENSION TOLERANCES: DIMENSION TOLERANCES SHALL BE WITHIN CODE DEFINED CRITERIA OF AUTHORITY(IES) HAVING JURISDICTION, INDUSTRY STANDARDS, AND BEST PRACTICES. VERIFY FIELD DIMENSIONS NOT WITHIN TOLERANCE OR THAT DO NOT MEET THE DESIGN INTENT OF THE CONTRACT DOCUMENTS WITH THE ARCHITECT AND SECURE ARCHITECT'S APPROVAL PRIOR TO PROCEEDING. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED, WHERE SPECIFIED DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. REFER TO TYPICAL ACCESSIBILTY NOTES AND DETAILS SHEETS FOR ACCESSIBILITY REQUIREMENTS, CLEARANCES, AND MOUNTING HEIGHTS THAT MUST BE MAINTAINED FOR THE SCOPE OF THE PROJECT. PARTITIONS AT BUILDING PERIMETER SHALL BE CENTERED ON CENTERLINE OF WINDOW MULLION U.O.N. INSTALL METAL CORNER BEADS AT ALL EXPOSED WALLBOARD EDGES. INSTALL CASING BEADS WHEREVER WALLBOARD, PLASTER, ETC. ABUTS A DISSIMILAR FINISH MATERIAL & PROVIDE SEALANT AS REQ'D. INSTALL METAL EDGE TRIM AT EXPOSED GYPSUM BOARD EDGE. MAINTAIN INTEGRITY OF FIRE RATED WALLS AND SLABS BY PROVIDING FIRESTOPPING MATERIAL AT GAPS AND VOIDS CREATED BY PENETRATIONS, STRUCTURAL MEMBERS, AND INTERSECTIONS WITH ADJACENT SURFACES. WALL & SLAB PENETRATIONS FOR PIPING SHALL BE A LISTED ASSEMBLY FULLY PACKED & SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BLDG AND FIRE CODES. DOOR JAMB LOCATIONS SHALL BE TYP. 4" FROM ADJ. WALL. REFER TO G0.300 FOR ALL REQUIRED ADA DOOR CLEARANCES. ON GROUND LEVEL EXTERIOR PERIMETER WALLS, PROVIDE HOSE BIBS AT 100' O.C. MAX. ON GROUND LEVEL EXTERIOR PERIMETER WALLS, PROVIDE POWER OUTLETS AT 75' O.C. MAX. ALL INTERIOR PARTITIONS TO BE A3A UON. CLASSROOMS & MEETING ROOMS TO HAVE ACCESS TO (2 MIN.) HEARING AID COMPATIBLE PORTABLE ASSISTIVE LISTENING DEVICE RECEIVERS PER CBC 11B-219.3. STANDPIPE LOCATIONS ARE TO BE IN ACCORDANCE W/ CFC 905.4 STAIR 2 IS AN EXIT ACCESS STAIR WHICH SERVES ONLY 2 STORIES (IN ACCORDANCE W/ CBC 1019.3). ACCESS TO EXIT TRAVEL DISTANCE IS TOTAL OF 185'-10" SHOWN ON SHEET G0.501.

GIRLS FIELD SPORTS & GENERAL LOCKERS 3136

ELEM CLASSROOM 2 3151

02 06

UNIFORM/ EQUIPMENT/ STORAGE/ LAUNDRY 3132

GIRLS FIELD SPORTS & GENERAL RESTROOMS 3136 B

TRAINING 3134

G0.400

01/ A1.111C

01/ A1.111B

01/ A1.111D

01/ A1.111A

A2.102

4.5

01 ________ ________ A2.201

MUSIC STORAGE 3165 BOYS RESTROOM 3160

FEC

J. ALIGN KITCHEN STORAGE 3126

KITCHEN 3121

ELEMENTARY MUSIC 3162

97 GARVER STAIR

OFFICE 3124

SERVERY 3172

ELEMENTARY DANCE 3166

33' - 0"

D3A

STAIR #4

5' - 6 3/4"

FEC

01/ A1.111A

01/ A1.111D

2-HOUR FIRE-RATED PARTITION TYPICAL CEMENT PLASTER EXTERIOR WALL ASSEMBLY - W1/A5.001

FURNITURE/EQUIPMENT, NIC

Description

21' - 0"

29' - 8"

G.3

29' - 8"

9' - 5"

G0.400 A2.100

13' - 8"

FLUID-APPLIED MEMBRANE AIR AND SHEET NOTES WATER BARRIER

4533 LAUREL CANYON BLVD., NORTH HOLLYWOOD, CA 91607

15' - 9"

02 ________ ________ A2.200

500 South Figueroa Street Los Angeles, California 90071 United States

Tel 213.327.3600 Fax 213.327.3601

GYM STORAGE 3243

10' - 10"

CHANGING 3232

01/ A1.112C

01/ A1.112B

01/ A1.112D

01/ A1.112A

36"X48" 36"X48"

________ ________ 02 A6.000

JANITOR 3203

RESTROOM 3233

30' - 0"

OFFICE 3212

36"X48"

WOMEN'S RESTROOM 3251

STORAGE 3211

FEC

SCALE: 3" = 1'-0"

36"X48"

01/ A1.112C

01/ A1.112D

CONFERENCE/ CLASSROOM 3225

MEN'S RESTROOM 3252

________ ________ 02 A3.100.1

GARVER STAIR

FEC CIRC 3211

RESTROOM 3253

________ ________ 01 A3.201

STORAGE 3226

IDF 3250

OFFICE 3227

FEC ________ ________ 02 A6.400

DN CIRC 3201

OFFICE 3261

OPEN OFFICE 3220

OFFICE 3262

02 ________ ________ A2.201

YOGA ROOM 3264

SECONDARY CLASSRM.-CREATIVE WRT 3265

CSP LOBBY 3260

33' - 0"

A2.102

FEC

L. OFFICE 3228

Q. R. S.

102

STAIR #4

OFFICE 3221

9' - 8"

102

5' - 6 3/4"

OFFICE 3223

1' - 10"

2' - 1 1/4" 2' - 10"

7 OFFICE 3263

7.6 7.8 8 8.1

01/ A1.112D

01/ A1.112A

________ ________ 03 A6.500

G0.400 A2.101

________ ________ 03 A6.100

02 ________ ________ A4.002

TYPICAL CEMENT PLASTER EXTERIOR WALL ASSEMBLY - W1/A5.001

TACKBOARD

BUILDING ELEVATIONS 8

FURNITURE/EQUIPMENT, NIC 36"x48" SINGLE RECOVERABLE WHEELCHAIR SPACE, PER SECTION CBC 11B-802.1.2 REQUIRED WHEELCHAIR SPACES PER TABLE 11B-221.2.1.1

36"X48"

COMPANION SEAT, PER SECTION CBC 11B-802.3 (FIXED SEAT ADJACENT TO WHEELCHAIR SPACE)

SHAFT SEE G0.200 FOR OTHER SYMBOLS, HATCHES, ABBREVIATIONS.

Description

10/28/2022 PLAN CHECK SUBMISSION 04/12/2023 PLAN CHECK 2 SUBMISSION

4.5

01 ________ ________ A2.201

Project Name

CONSTRUCTION PLAN - BLDG 01 LEVEL 02 OVERALL

Scale

As indicated

BUILDING SLAB

A1.102

01 ________ ________ A2.200

SCALE: 3" = 1'-0"

2.4

8' - 11"

MECH SCREEN 64' - 3"

15' - 4"

UPPER ROOF 40' - 0"

2' - 0"

LOWER ROOF 28' - 0"

07 14 15 16

14' - 0"

05 17

T.O. PARAPET LOW ROOF 30' - 0"

64' - 3"

10' - 0"

41' - 4"

17 LEVEL 02 14' - 0"

14' - 0"

27 29 30 31 32 LEVEL 01 0' - 0"

06 TYP.

33 34

2 7/8"

4" THICK ARCHITECTURAL CONCRETE TOPPING SLAB OVERDRAINAGE MAT, WATERPROOFING AND SLOPED 02 ARCHITECTURAL SLAB________ ________ A2.200

03 ________ ________ A2.200

SELF-ADHERED FLASHING

27 29 30 31 32

SCALE:

22 GA FL OF SEALAN

SEALANT AND BACKER ROD COMPRESSIBLE FILLER

WATERPROOFING 22GA SSTL FLASHING SET IN CONTINUOUS BED GEOTEXTILE FABRIC OF SEALANT AND MECHANICALLY FASTENED DRAINAGE BOARD PAINTED L-MOLD

22OF GASS FL LINE OFBEYOND SEALAN DAM LINE OF SSTL

SLOPE

WATERPROOFING GEOTEXTILE FABRIC H

MECH SCREEN 64' - 3"

16 30

07 27

Date

06 TYP.

PAINTED, J-MOLD

SCALE: 3" = 1'-0"

LINE OF SSTL

SCALE: 3" = 1'-0"

GENERAL NOTES

UPPER ROOF 40' - 0"

T.O. PARAPET LOW ROOF 30' - 0" LOWER ROOF 28' - 0"

PAINTED, J-MOLD

05 ________ ________ 10 A2.102

WINDOW HEAD

REFER T

A. B. C. D.

TYPICAL BASE OF CEMENT PLASTER WALL AT CONCRETE DECK LINE OF SSTL SILL END DAM FLASHING BEYOND

2 7/8"LEVEL 02

LINE OF SSTL FLASHING WITH ANGLED BACK 22 GA FLASHING SETSILL IN CONTINUOUS BED DAM BEYOND - LAP INTO FLASHING BELOW OF SEALANT AND MECHANICALLY FASTENED

SCALE: 1/8" = 1'-0"

SCALE: 3" = 1'-0"

LEGEND Seal / Signature PT-01

PAINT - WHITE

PT-02

PAINT - BLUE

NOT FOR CONSTRUCTION

Project Name

VIKING CENTER Project Number

05.5105.007 Description

BUILDING ELEVATIONS

2 7/8" Scale

PAINTED, J-MOLD

WINDOW HEAD

LEVEL 01 0' - 0"

07 92 00 LINE OF SSTL SILL END DAM FLASHING BEYOND SEALANT AND BACKER ROD CONCRETE SLAB SELF-ADHERED FLASHING WINDOW WALLPLASTER SYSTEM EXTERIOR CEMENT

14' - 0"

SOUTH ELEVATION

01 ________ ________ A6.600

10/28/2022 PLAN CHECK SUBMISSION 04/12/2023 PLAN CHECK 2 SUBMISSION

WINDOW WALL SYSTEM

LINE OF SSTL FLASHING WITH ANGLED BACK DAM BEYOND - LAP INTO SILL FLASHING BELOW

WINDOW WALL SYSTEM

Description

10/28/2022 PLAN CHECK SUBMISSION 04/12/2023 PLAN CHECK 2 SUBMISSION

Date

T.O. GYM ROOF PARAPET 55' - 4"

DASH OUTLINED REGION OBLIQUE TO VIEW

LINE OF SS DAM BEYOND

DRAINAGE BOARD

SCALE: 3" = 1'-0"

________ ________ 03 A2.102

REFER T

COMPRESSIBLE FILLER

SEALANT CANT

07 92 00 Tel 213.327.3600 213.327.3601 SEALANTFax AND BACKER ROD

500 South Figueroa Street Los Angeles, California 90071 United States

SEALANT AND BACKER ROD

11 TYPICAL BASE OF CEMENT PLASTER WALL AT CONCRETE DECK

BATT INSULATION

2-1/2” X 7-1/4” STOREFRONT SYSTEM WITH 1” IGU. MULLION SYSTEM TO RECEIVE A CUSTOM-COLORED THREE-COAT FLUOROCARBON RESINOUS COATING. TYPICAL INSULATING GLASS UNIT 1” THICK, COMPOSED OF 1/4” THICK LOW IRON GLASS OUTBOARD LITE WITH A LOW-E COATED SECOND SURFACE, ½” HERMETICALLY SEALED AIR GAP, AND ¼” THICK CLEAR GLASS INBOARD LITE, HEAT-TREATED AS REQUIRED TO SUSTAIN WIND LOADS AND RESIST THERMAL STRESS. MAX. U-VALUE = 0.41, MAX. RSHGC = 0.26. BASIS OF DESIGN IS ARCADIA TC670 THERMAL SYSTEM 2-1/2” X 10” CURTAINWALL SYSTEM WITH 1” IGU AND VERTICAL SUNSHADE 16" EXTENSION. MULLION SYSTEM TO RECEIVE A CUSTOM-COLORED THREE-COAT FLUOROCARBON RESINOUS COATING. TYPICAL INSULATING GLASS UNITS 1” THICK AND BE COMPOSED OF 1/4” THICK LOW IRON GLASS OUTBOARD LITE WITH A LOW-E COATED SECOND SURFACE, ½” HERMETICALLY SEALED AIR GAP, AND ¼” THICK CLEAR GLASS INBOARD LTE, HEAT TREATED AS REQUIRED TO SUSTAIN WIND LOADS AND RESIST THERMAL STRESS. MAX. U-VALUE = 0.41, MAX. RSHGC = 0.26. BASIS OF DESIGN IS ARCADIA. EXTERIOR CEMENT PLASTER ON LATH, OVER SELF-ADHERING RUBBERIZED ASPHALT MEMBRANE OVER EXTERIOR SHEATHING ON 2" MINERCAL WOOL BOARD ON 6" COLD FORMED METAL FRAMING WITH R-21 MINERAL WOOL BATT INSULATION, SEE W1/A5.001. STEEL SLAT GUARDRAIL WITH HIGH PERFORMANCE COATING OVER PRIMER CAST-IN-PLACE ARCHITECTURAL CONCRETE FINISH. APPLY NON-SACRIFICIAL ANTI-GRAFFITI SILOXANE COATING. BASIS OF DESIGN: SHERWIN-WILLIAMS ANTI-GRAFFITI COATING. INTERLOCKING ALUM METAL PANEL. PVDF FINISH. BOD - METAL SALES - TL-17 12'' ALUM MULLION CAP AT HORIZONTAL. DRINKING FOUNTAIN, DUAL HEIGHT W/ BOTTLE FILLER OPEN BLADE LOUVER SYSTEM, MECHANICAL SCREEN WITH HSS STEEL FRAME SUPPORTING. 8" X 8" SCORED, VERTICAL SCORE VENEER / COMPOSITE CMU, PRECISION FINISH, PAINTED GREY (BENJAMIN MOORE METROPOLITAN, AF-690), SEE W3/A5.001 STRUCTURAL STEEL WITH INTUMESCENT FIREPROOFING AND HIGH PERFORMANCE COATING MOUNTED METAL CUT LETTER SIGNAGE ROOF LADDER & HANDRAIL EXTENSION FORMED METAL PANEL COPING 3/8" DOUBLE V CONTROL JOINT TYP. PERFORATED, INTERLOCKING ALUM METAL PANEL. PVDF FINISH. BOD - METAL SALES TL-17. 1/8" HOLES ON 3/8" STAGGERED PATTERN HANDRAIL. REFER TO DETAIL GUARDRAIL BARRIER FOR CANE DETECTION 18" HEIGHT

4533 LAUREL CANYON BLVD., NORTH COLD FORMEDHOLLYWOOD, METAL FRAMING CA 91607

02 EAST - OVERALL ELEVATION

GYPSUM SHEATHING

33 34

04 CUR

SEALANT CANT

SHEET NOTES

T.O. GYM ROOF PARAPET 55' - 4"

________ ________ 06 A2.102

EXTERIOR CEMENT PLASTER HIGH PARAPET

06 TYP.

SCALE: 1/8" = 1'-0"

Project Number

GYPSUM BOARD

WELDED WIRE LATH LEVEL 01 0' - 0"

Tel 213.327.3600 Fax 213.327.3601

500 South Figueroa Street Los Angeles, California 90071 United States

22GA SSTL CEMENT FLASHINGPLASTER SET IN CONTINUOUS BED EXTERIOR OF SEALANT AND MECHANICALLY FASTENED 07 2" RIGID INSULATION, 25 PSI COMPRESSIVE 14 PAINTED L-MOLD 15 STRENGTH MIN.

SLOPE

02 EAST - OVERALL ELEVATION

VIKING CENTER

4" THICK ARCHITECTURAL CONCRETE TOPPING SLAB OVERDRAINAGE MAT, 34 WATERPROOFING AND SLOPED ARCHITECTURAL SLAB

TYPICAL INSULATING GLASS UNITS 1” THICK AND BE COMPOSED OF 1/4” THICK LOW IRON GLASS OUTBOARD LITE WITH A LOW-E COATED SECOND SURFACE, ½” HERMETICALLY SEALED AIR GAP, AND ¼” THICK CLEAR GLASS INBOARD LTE, HEAT TREATED AS REQUIRED TO SUSTAIN WIND LOADS AND RESIST THERMAL STRESS. MAX. U-VALUE = 0.41, MAX. RSHGC = 0.26. BASIS OF DESIGN IS ARCADIA. EXTERIOR CEMENT PLASTER ON LATH, OVER SELF-ADHERING RUBBERIZED ASPHALT MEMBRANE OVER EXTERIOR SHEATHING ON 2" MINERCAL WOOL BOARD ON 6" COLD FORMED METAL FRAMING WITH R-21 MINERAL WOOL BATT INSULATION, SEE W1/A5.001. STEEL SLAT GUARDRAIL WITH HIGH PERFORMANCE COATING OVER PRIMER CAST-IN-PLACE ARCHITECTURAL CONCRETE FINISH. APPLY NON-SACRIFICIAL ANTI-GRAFFITI SILOXANE COATING. BASIS OF DESIGN: SHERWIN-WILLIAMS ANTI-GRAFFITI COATING. INTERLOCKING ALUM METAL PANEL. PVDF FINISH. BOD - METAL SALES - TL-17 12'' ALUM MULLION CAP AT HORIZONTAL. DRINKING FOUNTAIN, DUAL HEIGHT W/ BOTTLE FILLER OPEN BLADE LOUVER SYSTEM, MECHANICAL SCREEN WITH HSS STEEL FRAME SUPPORTING. 8" X 8" SCORED, VERTICAL SCORE VENEER / COMPOSITE CMU, PRECISION FINISH, PAINTED GREY (BENJAMIN MOORE METROPOLITAN, AF-690), SEE W3/A5.001 STRUCTURAL STEEL WITH INTUMESCENT FIREPROOFING AND HIGH PERFORMANCE COATING MOUNTED METAL CUT LETTER SIGNAGE ROOF LADDER & HANDRAIL EXTENSION FORMED METAL PANEL COPING 3/8" DOUBLE V CONTROL JOINT TYP. PERFORATED, INTERLOCKING ALUM METAL PANEL. PVDF FINISH. BOD - METAL SALES TL-17. 1/8" HOLES ON 3/8" STAGGERED PATTERN HANDRAIL. REFER TO DETAIL GUARDRAIL BARRIER FOR CANE DETECTION 18" HEIGHT

FLUID-APPLIED GYPSUM BOARDMEMBRANE AIR AND WATER BARRIER GYPSUM SHEATHING 04 BATT INSULATION WELDED WIRE LATH 16 GA MINIMUM THICK COLD-FORMED METAL FURRING, THERMALLY ISOLATED SELF-ADHERED FLASHING 05 FROM METAL STUD FRAMING 06

Seal / Signature

________ ________ 06 A2.102

LEVEL 02 14' - 0"

EAST ELEVATION

LOWER ROOF 28' - 0"

LEVEL 02 14' - 0"

BUILDING SLAB

02 ________ ________ A2.201

T.O. PARAPET LOW ROOF 30' - 0"

05 Date

Description

WHITEBOARD

SCALE: 1/8" = 1'-0"

05.5105.007

MILLWORK.

01 CONSTRUCTION PLAN - LEVEL 02

TYPICAL MASONRY VENEER EXTERIOR WALL ASSEMBLY - W3/A5.001

02 ________ ________ A4.004

UPPER ROOF 40' - 0"

NOT FOR CONSTRUCTION

2-HOUR FIRE-RATED PARTITION

9 01 05

SCALE: 3" = 1'-0"

2-1/2” X 10” CURTAINWALL SYSTEM WITH 1”

IGU AND VERTICAL SUNSHADE 16" 2" RIGID INSULATION, 25 PSI COMPRESSIVE EXTENSION. MULLION SYSTEM TO RECEIVE A CUSTOM-COLORED THREE-COAT EXTERIOR MIN. STRENGTH FLUOROCARBON RESINOUS COATING.

1-HOUR FIRE-RATED PARTITION

11' - 8"

STAIR #1

07 CEMENT PLASTER @ ROOF

LEGEND

8.4

OFFICE 3224

A2.102

10 CURTAIN WALL SILL @ CEMENT PLASTER/SLAB SCALE: 3" = 1'-0"

WATEPROOFING, FULLY ADHERED

CHANGING 3231

BREAKOUT 3230

209' - 6"

30' - 0"

01 ________ ________ A2.201

06 WINDOW HEAD @ CEMENT PLASTER SOFFIT OUTDOOR DECK 3234

4533 LAUREL CANYON BLVD., NORTH HOLLYWOOD, CA 91607

MIN

A2.101

36"X48"

36"X48" C

36"X48"

RESTROOM 3215

PVC MEMBRANE ROOFING

T.O. GYM ROOF PARAPET 55' - 4"

G0.400

36"X48"

OFFICE 3280

64' - 3"

2' - 8 1/2"

A3.211

PVC FLASHING STRIP, HOT AIR WELDED

2' - 0"

33' - 0"

C 36"X48" 36"X48"

36"X48"

MECH SCREEN 64' - 3"

MIN

19' - 8"

36"X48"

D. 2

PODCAST STUDIO 3216

8' - 11"

C 36"X48"

36"X48" 36"X48" C C

GYM 3240

RESTROOM 3218

GIRLS TEAM LOCKER ROOM 3214

2-1/2” X 7-1/4” STOREFRONT SYSTEM WITH 1” IGU. MULLION SYSTEM TO RECEIVE A CUSTOM-COLORED THREE-COAT FLUOROCARBON RESINOUS COATING.

TO SUSTAIN WIND LOADS AND RESIST THERMAL STRESS. MAX. U-VALUE = 0.41, MAX.

02 06

GENERAL NOTES 3

36"X48"

G0.400 A2.100

INTERIOR

01 ________ ________ A2.200

CIRC 3200

01 ________ ________ A2.200

2.4

= 0.26. BASIS OF EXTERIOR CEMENT PLASTERRSHGC DESIGN IS ARCADIA TC670 THERMAL SYSTEM

PAINTED J-MOLD

SELF-ADHERED FLASHING

FEC

ELECTRICAL 3219

A2.102

01 ________ ________ A2.201

2.4

EXTERIOR CEMENT PLASTER

DOWN

4.5

________ ________ 02 A3.100

FEC

WELDED WIRE LATH

________ ________ 02 A6.200

41' - 4"

TRAINING ROOM 3242

02 ________ ________ A2.201

19' - 4"

TYPICAL INSULATING GLASS UNIT 1” THICK, 16 GA MINIMUM THICK COLD-FORMED COMPOSED OF 1/4” THICK LOW IRON GLASS LITE WITH A LOW-E COATED METAL FURRING, THERMALLYOUTBOARD ISOLATED SECOND SURFACE, ½” HERMETICALLY AIR GAP, AND ¼” THICK CLEAR GLASS FROM METAL STUD FRAMINGSEALED INBOARD LITE, HEAT-TREATED AS REQUIRED

15' - 4"

01/ A1.112C

BATT INSULATION

01 03

FLUID-APPLIED MEMBRANE AIR AND WATER BARRIER

BOYS TEAM LOCKER ROOM 3217

EXTERIOR

ROOF BELOW

STAIR 2

INTERIOR

SCALE: 3" = 1'-0" LOWER ROOF 28' - 0"

102 LINE OF LOWER ROOF ABOVE

G.6 7' - 7"

09 TYPICAL CONT

CEMENT PLASTER WALL BASE

SCALE: 3" = 1'-0"

10' - 0"

03 ________ ________ A2.200

IDF 3241

NOTE: REFER TO W1/A5.001 FOR TYPICAL NOTES AND INFORMATION.

14' - 0"

29' - 3"

Project Number

CONSTRUCTION PLAN - BLDG 01 LEVEL 01 OVERALL

TAPERED RIGID INSULATION

TYPICAL SOFFIT TRANSITION AT CEMENT PLASTER WALL

14' - 0"

07 54 19.1 PVC MEMBRANE ROOFING OVER COVER BOARD

CONTINUOUS 14 GAUGE GALVANIZED STEEL CURB

05.5105.007

NOTE: REFER NOTES

PVC FLASHING STRIP, HOT AIR WELDED

SELF-ADHERED FLASHING

8' - 11"

C C.1 14' - 11 1/4"

SCALE: 3" = 1'-0"

TERMINATION BAR WITH FASTENERS

BATT INSULATION

Seal / Signature

As indicated

TACKBOARD

SHAFT

ABBREVIATIONS.

09 TYPICAL CONT

EXTERIOR GYPSUM SHEATHING

15' - 4"

B.6 15' - 0 3/4"

SCALE: 3" = 1'-0"

CONTINUOUS RIGID INSULATION

Scale

WHITEBOARD

STEEL REGLET AND REMOVABLE COUNTERFLASHING

TYPICAL SOFFIT TRANSITION AT CEMENT PLASTER WALL

NOTE: REFER TO W1/A5.001 FOR TYPICAL NOTES AND INFORMATION.

EXTERIOR CEMENT PLASTER

WATERPROOFING, FULLY ADHERED

SELF-ADHERED FLASHING

BATT INSULATION AT CONDITIONED SPACES ONLY

15' - 9"

01/ A1.112B

B 32' - 0"

CONCRETE SLAB SELF-ADHERED FLASHING

MILLWORK.

SHEET NOTES SEE G0.200 FOR OTHER SYMBOLS, HATCHES,

203' - 0"

TYPICAL MASONRY VENEER EXTERIOR WALL ASSEMBLY - W3/A5.001

EXTERIOR GYPSUM SHEATHING

SCALE: 1/8" = 1'-0"

1-HOUR FIRE-RATED PARTITION

01 05

FLOOR PLAN LEVEL 02

01 OVERALL FLOOR PLAN - LEVEL 01

07 92 00 SEALANT AND BACKER ROD

COVER BOARD

Project Name

WELDED, BOXED STEEL STUD BEAM SEALANT AND BACKER ROD

FLUID-APPLIED MEMBRANE AIR AND WATER BARRIER

Tel 213.327.3600 Fax 213.327.3601

500 South Figueroa Street

COLD-FORMED METAL FRAMING

VIKING CENTER

LEGEND

SELF-ADHERED FLASHING EXTERIOR CEMENT PLASTER

PAINTED, J-MOLD 22 GA FLASHING SET IN CONTINUOUS Los BED Angeles, California 90071 OF SEALANT AND MECHANICALLY FASTENED United States

SELF-A NOTE: REFER PAINTE NOTES JOINTS

WELDED-WIRE LATHING

NOTE: REFER TO W1/A5.001 FOR TYPICAL NOTES AND INFORMATION.

2 7/8"

8.1

02 ________ ________ A4.004

WINDOW WALL SYSTEM

EXTERIOR GYPSUM SHEATHING

NOT FOR CONSTRUCTION

G0.400 A2.101 ________ ________ 04 A6.500

02 ________ ________ A4.002

SSTL FLASHING WITH HEMMED EDGES, SET IN CONTINUOUS SEALANT, AND FASTENED AT 4" OC STAGGERED ACROSS TOP OF WALL

10' - 0"

03 A2.102

7.8

11' - 8"

OVERHANG PROTECTION (PRIMARY ENTRANCE)

STAIR #1

7.6

8.4

124

A2.102

LINE OF SSTL SILL END DAM FLASHING BEYOND

FUID-APPLIED MEMBRANE AIR AND WATER BARRIER

8 SWAG SALES 3170

PAINTED CLOSURE ANGLE 4' - 0"

7 5/8"

2' - 10" 2' - 1 1/4"

DINING 3171

ALL GENDER RESTROOM 3181

CEILING FINISH - SEE RCP

FIRE RISER 3183

Q. R. S.

L3A

1.9 02

P. 02 ________ ________ A2.201

OFFICE / STORAGE 3167

BOYS' RESTROOM 3182

9' - 8"

GIRLS RESTROOM 3180

14' - 7 1/4"

WEIGHT ROOM 3110

CART WASH 3125

1' - 10"

17' - 2"

A2.102

4533 LAUREL CANYON BLVD., NORTH HOLLYWOOD, CA 91607

MINIMUM 16GA BOXED METAL STUD-CUSTOM FORM TOP STUD TO PROVIDE 1/4" FT SLOPE

Description

10/28/2022 PLAN CHECK SUBMISSION 04/12/2023 PLAN CHECK 2 SUBMISSION

FLUID-APPLIED MEMBRANE AIR AND WATER BARRIER 2" RIGID INSULATION, 25 PSI COMPRESSIVE BATT INSULATION STRENGTH MIN. AT CONDITIONED SPACES ONLY 16 GA MINIMUM THICK COLD-FORMED METAL FURRING, THERMALLY ISOLATED EXTERIOR GYPSUM SHEATHING FROM METAL STUD FRAMING

LINE OF SSTL FLASHING WITH ANGLED BACK DAM BEYOND - LAP INTO SILL FLASHING BELOW

PORTLAND CEMENT PLASTER

Date

JOINTS

WELDED-WIRE LATHING

2' - 0"

JANITOR 3123

SOFFIT TRANSITION

14' - 0"

ALL GENDER RESTROOM 3127

30' - 0"

ALL GENDER RESTROOM 3128

TRASH HOLDING 3122

01/ A1.111B 01/ A1.111A GIRLS RESTROOM 3161

209' - 6"

MUSIC OFFICE 3164

(E) GARVER GYM BUILDING

ELEM CLASSROOM 3 3153

OFFICE 3139

01/ A1.111C DELIVERY DOCK 3120

A2.101

STORAGE 3133

RESTROOM 3112

BDF 3129

124

30' - 0"

FEC

BOYS FIELD SPORTS & GENERAL RESTROOMS 3135 B

MAIL ROOM 3130

FEC

BOYS FIELD SPORTS & GENERAL LOCKERS 3135

33' - 0"

124 A2.102

01/ A1.111D

G0.400 A2.100

FEC

OFFICE 3141

ELECTRICAL 3138

SELF-AD

SCALE: PAINTED

EXTERIOR CEMENT PLASTER

ROOFING MATERIAL MANUFACTURER'S APPROVED COMPATIBLE REINFORCED COATING OVER PVC FLASHING STRIP

2.4

A2.102

CEMENT PLASTER

05 CEM

16 GA MINIMUM THICK COLD-FORMED METAL FURRING, THERMALLY ISOLATED FROM METAL STUD FRAMING

SCALE: 3" = 1'-0"

01 ________ ________ A2.200

ELEM CLASSROOM 1 3150

INNOVATION LAB C 3140

INNOVATION LAB B 3140

INNOVATION LAB A 3140

UP STAIR 2 3137

WINDOW HEADCEMENT @ CEMENT PLASTER PLASTER

FORMED METAL PANEL COPING

FEC

STEM AUXILIARY 3143

SCALE: 3" = 1'-0"

SEALANT WITH BACKER ROD

1 1"

WALLWALL SILL @ SLABDECK W/ OF CEMENT PLASTER AT CONCRETE 11 TYPICAL BASECURTAIN

14' - 0"

29' - 3" 03 ________ ________ A2.200

NOTE: REFER TO W1/A5.001 FOR TYPICAL NOTES AND INFORMATION.

64' - 3"

8' - 11"

C C.1 14' - 11 1/4"

2' - 6 1/4"

B.6 15' - 0 3/4"

CEMENT PLASTER PARAPET

97 LINE OF LEVEL 2 ABOVE 98 LINE OF LOWER LEVEL BELOW 124 PRIMARY BUILDING ENTRANCE

B 15' - 3"

01/ A1.111B

A.6 16' - 9"

LINE OF SSTL SILL END DAM FLASHING BEYOND

SEALANT CANT

2" RIGID INSULATION, 25 PSI COMPRESSIVE STRENGTH MIN.

SHEET NOTES

218' - 9"

LINE OF SSTL FLASHING WITH ANGLED BACK DAM BEYOND - LAP INTO SILL FLASHING BELOW

DRAINAGE BOARD

EXTERIOR WALL DETAILS

FLOOR PLAN LEVEL 01

2 7/8"

WINDOW WALL SYSTEM

WATERPROOFING

STUDENT ATHLETIC TRAINING CENTER

PROJECT LAYOUT

PAINTED, J-MOLD

SEALANT AND BACKER ROD

4" THICK ARCHITECTURAL CONCRETE TOPPING SLAB OVERDRAINAGE MAT, WATERPROOFING AND SLOPED ARCHITECTURAL SLAB

ALIGN

MIN

BUILDING SLAB

07 92 00 SEALANT AND BACKER ROD

As indicated

CAMPBELL HALL

STUDENT ATHLETIC TRAINING CENTER

YOGA ROOM

TRAINING ROOM

WEIGHT ROOM

CAFETERIA

CAMPBELL HALL

STUDENT ATHLETIC TRAINING CENTER

SOUTH AERIAL

WEST AERIAL

GYM

LOS ANGELES VALLEY COLLEGE ACADEMIC BUILDING 2

PROJECT LAYOUT FLOOR PLAN LEVEL 01

6 AGENCY APPROVAL

12.6

12.4

10.7

9.7

Keynote Legend

7.9

Key Value

132' - 2 1/4" 31' - 5"

20' - 9"

38' - 4"

24' - 0"

17' - 0"

Keynote Text

06-011 06-013 12.2

A301

BUILT IN SEATING GLASS DISPLAY CASE W/ SHELVING

2 A313

3 2.9

06BB

06AA

33' - 10"

128

02A

119

4' - 5"

C E PORCELAIN TILE OVER 1/2" CEMENT BOARD

R1 D PORCELAIN TILE OVER 1/2" CEMENT BOARD OVER ONE LAYER 5/8" GYPUSUM BOARD

ELEVATOR MACHINE ROOM R1

E E

06AA

113

06AA

06BB

A620

101

101-A

06BB

55' - 8 1/2"

116

33' - 2"

TYP.

06AP

02A

TYP. 6.

TYP.

WHERE DIFFERENT STUD SIZES OCCUR ALONG A CORRIDOR WALL, IT IS INTENDED THAT THE CORRIDOR SIDE FINISHES ALIGN.

ALL INTERIOR FURRING AND FRAMING IS @16" OC UNLESS NOTED OTHERWISE.

SEE SHEETS A741 FOR FIRE RATING CLASSIFICATION OF WALLS.

112-A

B 90 .0 00 °

DESIGNER PROJ. NO.

SEE SHEETS A741 FOR FIRE RATING CLASSIFICATION OF WALLS.

06MN

50% CD 100% DD 50% DD 100% SD STATE SUBMITTAL 95% SD DESCRIPTION

SYMBOL LEGEND

ISSUE FLOOR DRAIN @ CONC. FLOOR OR SLAB PER 10/A830; LOCATE AT CENTER OF ROOM U.N.O

DRAWN BY: Author CHECKED BY: Checker SCALE: As indicated

SYMBOL LEGEND

ARCHITECTURAL MILLWORK

KEY PLAN

FLOOR DRAIN @ CONC. FLOOR OR SLAB PER 10/A830; LOCATE AT CENTER OF ROOM U.N.O

60" WHEELCHAIR TURNING CIRCLE

7/23/2021 10:01:34 PM

90 °

A302

XXXX

FLOOR DRAIN @ TILED FLOOR (DEPRESSED CONCRETE) PER 1/A830 AT RESTROOMS - DRAIN ELEVATION NOTED IS THE TOP OF DRAIN - CENTER DRAIN IN AREA INDICATED, U.N.O. - SLOPE FLOOR TO DRAIN 1/8" / 1'-0" MIN., 1/4" / 1'-0" MAX.

A302

WALL TYPE

° 90

LINE OF FLOOR/ ROOF ABOVE

XXX-X

DOOR NUMBER

30"

RECESSED FIRE EXTINGUISHER CABINET, SEE 7/8 A830

ARCHITECTURAL MILLWORK FLOOR LINE ABOVE

19'-0"

30x48 CLEAR SPACE

28'-7"

PLAN NORTH

BIM 360://161-20012 LACCD LAVC AB2/08V853-A-Bldg.rvt

37'-3" 56'-3"

3.1

4.1

5.1 6.1

XXXX

WALL TYPE

XXX-X

DOOR NUMBER

30"

RECESSED FIRE EXTINGUISHER CABINET, SEE 7/8 A830

LINE OF FLOOR/ ROOF ABOVE

60"

FLOOR PLAN LEVEL 02

SHEET NUMBER

132' - 2 1/4" 24' - 11"

9' - 4"

14' - 8" FLOOR PLAN - LEVEL17'1- 0"EAST

A202

SCALE: 1/8" = 1'-0"

Key Value

3 EXTERIOR WALL FINISH MATERIALS

218

06AA

TYP.

3 1 A620 219-A

06BB

A507

MENTOR

CUSTODIAL CLOSET

213

241

MEDIA ROOM 212

01C

MEN'S RESTROOM

05SB

06AA

242

06AC

IDF ROOM

02A

242-A

06AA 01A

02A

06AA

TYP.

06AA

02A 1 06AA A505

06AA

286 WORKROOM / 06BB KITCHEN

06AA

TYP.

293

06AA

06BB

COMPUTER LAB

55' - 8 1/2"

33' - 2"

292-A

210

06AA

290-A

OPEN OFF 3

291-A

55' - 8 1/2"

33' - 2"

1 A503

211

1 A504

OPEN OFF 2

FR F 01AA D 06A B EM1,EM2 S1 R1,R2 284-A M,W,U T1,T2 01AA L

285

06BB

TYP.

289

06AA

292

02A

° 90 .0 00

252-A

06AA

253-A

254-A 06AA

255-A

A505

06A

256-A

257-A

02A

A302

A205

SCALE: 1/8" = 1'-0" 1

261-A

262-A

263-A

02A

06AA

264-A

TYP.

OFFICE

252

253

254

255

256

257

258

259

OFFICE

260 261 FLOOR PLAN GENERAL NOTES

OFFICE

262

263

06AA

273

06AA OPEN OFF 1 06AA 07.23.21 280 50% CD 281 05.13.21 100% DD 06AA 02.15.21 50% DD R2 12.02.20 100% SD STATE SUBMITTAL 06AA TYP. R2 11.17.20 95% SD MARK DATE DESCRIPTION R2

WORKROOM

OFFICE 272

06AA

01AA

TYP.

02A 02A

KEY PLAN

FLOOR PLAN - LEVEL 2 EAST SCALE: 1/8" = 1'-0" 1

TYPICAL WALL TYPE IS 01AA UNLESS NOTED OTHERWISE. A WALL ASSEMBLY CONTINUES FOR FULL ROOM LENGTH, INCLUDING ANU JOGS, ANGLES, RECESSES, OR STUB WALLS FOR SIDE OF WALL UPON WHICH THE 19'-0" SYMBOL OCCURS.

LINE OF FLOOR/ ROOF ABOVE

THE FIRST SHEATHING INDICATOR IS FOR THE SIDE OF 56'-3" THE WALL ON WHICH THE SYMBOL OCCURS. THE SECOND SHEATHING INDICATOR IS FOR THE OPPOSITE 5.1 SIDE.

30x48 CLEAR SPACE

WHERE DIFFERENT STUD SIZES OCCUR ALONG A CORRIDOR WALL, IT IS INTENDED THAT THE CORRIDOR SIDE FINISHES ALIGN.

ALL INTERIOR FURRING AND FRAMING IS @16" OC UNLESS NOTED OTHERWISE.

SEE SHEETS A741 FOR FIRE RATING CLASSIFICATION OF WALLS.

XXXX

WALL TYPE

OFFICE

266

267

268

269

270

271

3.1

24" @ EXT. DOORS

DOOR ADA CLEARANCES

18"

XXX-X

DOOR NUMBER

30"

RECESSED FIRE 28'-7" EXTINGUISHER CABINET, SEE 7/8 A830

ISSUE

07.23.21 05.13.21 02.15.21 12.02.20 11.17.20 MARK DATE

50% CD 100% DD 50% DD 100% SD STATE SUBMITTAL 95% SD DESCRIPTION

DESIGNER PROJ. NO.

OFFICE

LEGEND

PLAN NORTH

161-20012

DRAWN BY: Author CHECKED BY: Checker SCALE: As indicated

FLOOR DRAIN @ CONC. FLOOR OR SLAB PER 10/A830; LOCATE AT CENTER OF ROOM U.N.O

KEY PLAN

SHEET TITLE

ARCHITECTURAL MILLWORK

FLOOR PLAN - LEVEL 2 WEST 60" WHEELCHAIR TURNING CIRCLE

FLOOR PLAN GENERAL NOTES

2.1

TYPICAL WALL TYPE IS 01AA UNLESS NOTED OTHERWISE.

A WALL ASSEMBLY CONTINUES FOR FULL ROOM LENGTH, INCLUDING ANU JOGS, ANGLES, RECESSES, OR STUB WALLS FOR SIDE OF WALL UPON WHICH THE SYMBOL OCCURS.

12"

SHEET NUMBER

A205

THE FIRST SHEATHING INDICATOR IS FOR THE SIDE OF THE WALL ON WHICH THE SYMBOL OCCURS. THE SECOND SHEATHING INDICATOR IS FOR THE OPPOSITE SIDE.

WHERE DIFFERENT STUD SIZES OCCUR ALONG A CORRIDOR WALL, IT IS INTENDED THAT THE CORRIDOR SIDE FINISHES ALIGN.

ALL INTERIOR FURRING AND FRAMING IS @16" OC UNLESS NOTED OTHERWISE.

SEE SHEET A921 FOR SIGN SCHEDULE

1 A204

PROVIDE SIGN AT EACH EMERGENCY EYE WASH AND/OR SHOWER STATION.

SYMBOL LEGEND

OFFICE

264 60" WHEELCHAIR 265

06AM

TURNING CIRCLE

4.1

ALL SIGNAGE TO CONFORM TO CAMPUS STANDARDS, FOR SPECIFIC FONTS, COLORS, AND GRAPHICS SEE CAMPUS SIGN STANDARDS.

ARCHITECTURAL MILLWORK

OFFICE

6.1

06AQ

271-A TYP. TYP.

37'-3"

7.1

EXIT ROUTE SIGNAGE, SEE 1/A901 EXIT SIGN SIGNAGE, SEE 1/A901 MAXIMUM OCCUPANCY SIGNAGE, SEE 8/A901 FIRE RISER SIGNAGE, SEE 9/A901 F.A.C.P. INSIDE SIGNAGE, SEE 9/A901 DIRECTIONAL SIGNAGE, SEE SIGN SCHEDULE ON 6/A901 BUILDING INFORMATION PANEL, SEE SIGN SCHEDULE EMERGENCY MESSAGE SIGNAGE, SEE SIGN SCHEDULE NO SMOKING SIGNAGE, SEE SIGN SCHEDULE ON 7/A901 ROOM SIGNAGE, SEE 1/A901 TOILET DOOR SIGNAGE, SEE 3/A901 TOILET SIGNAGE, SEE 4/A901 ASSISTIVE LISTENING DEVICE SIGNAGE

SIGNAGE NOTES

267-A DESIGNER PROJ. NO. 161-20012 R2 268-A DRAWN BY: Author269-A 270-A CHECKED BY: Checker 06AA indicated SCALE: As 06AA 06AA 02A

06AA

SIGNAGE LEGEND (ALL MAY NOT BE USED) E X O FR F D B EM1,EM2 S1 R1,R2 M,W,U T1,T2 L

OFFICE 06AA

FLOOR DRAIN @ CONC. FLOOR OR SLAB PER 10/A830; LOCATE AT CENTER OF ROOM U.N.O

38' - 1"

274

06AA

06A

06 6" METAL STUD R-21 BATT INSULATION

02A

266-A

SYMBOL LEGEND

06AA

A302

OFFICE

251

02A

ISSUE

265-A

LEGEND

02A

OFFICE

9.7

REGISTRATION STAMP EXTERIOR WALL SUBSTRATE MATERIALS

02A 02A R2

837 N Spring St, Third Floor Los Angeles, CA 90012-2323 Phone 323 475 807

06 6" METAL STUD R-19 ACOUSTIC BATT INSULATION

CANOPY ABOVE 3

06AA

TYP.

06AA

A303

06BB

E SEE SHEET A921 FOR SIGN SCHEDULE

TYP.

06AQ

250

c 2020 LACCD Rev. 4

FLOOR PLAN - LEVEL 2 WEST

06AA

OFFICE

7/23/2021 10:01:43 PM

8.1 9.1

01AA

02A

06AA

101' - 3"

10.1

06AA

A303

1 A506

06A

06AA

31' - 8" 31' - 6"

06AA

01AA

02A TYP.

06AA

04 4" METAL STUD R-13 ACOUSTIC BATT INSULATION 05 6" C-T METAL SHAFTWALL STUD R-13 ACOUSTIC BATT INSULATION

06AQ

STAFF / KITCHENETTE SIGNAGE NOTES 282

TYP.

A.1

BIM 360://161-20012 LACCD LAVC AB2/08V853-A-Bldg.rvt

06AQ

A.1

260-A 06AA

259-A

258-A

01A

06AA

02A

02 2 1/2" METAL STUD

A311

DESIGN CONSULTANT

01 3 5/8" METAL STUD R-13 ACOUSTIC BATT INSULATION

PROVIDE SIGN AT EACH EMERGENCY EYE WASH AND/OR SHOWER STATION.

TYP. TYP. R2

01A

REGISTRATION STAMP 1

INTERIOR WALL SUBSTRATE MATERIALS

Phone 323 475 807

06AM

c 2020 LACCD Rev. 4

251-A

B 06AA

TYP.

06AQ 06AQ

7/23/2021 10:01:50 PM

BIM 360://161-20012 LACCD LAVC AB2/08V853-A-Bldg.rvt

12' - 1 1/2"

06AM

06AA

02A

BUILDER

S ONE LAYER 1" TYPE 'X' GYPSUM BOARD SHAFT LINER

A301

837 N Spring St, Third Floor

ALL SIGNAGE TO CONFORM TO CAMPUS STANDARDS, FOR SPECIFIC FONTS, COLORS, AND GRAPHICS SEE CAMPUS SIGN STANDARDS.

288STAFF RESTROOM

A601

08V853

D PORCELAIN TILE OVER 1/2" CEMENT BOARD OVER ONE LAYER 5/8" GYPUSUM BOARD R TWO LAYERS 5/8" GYPSUM BOARD, STAGGER JOINTS 7/8" HAT CHANNELS RESILIENT SOUND ISOLATION CLIPS

2.9Los Angeles, CA 90012-2323

06AA

TYP. TYP.

MEETING

289-A

02A

B.1

250-A 06AA

TYP.

12' - 1 1/2"

02A

B.1

01A

02A TYP.

STAIR C

OPEN TO BELOW

EXIT ROUTE SIGNAGE, SEE 1/A901 275SIGNAGE, SEE 1/A901 EXIT SIGN MAXIMUM OCCUPANCY SIGNAGE, SEE 8/A901 FIRE RISER SIGNAGE, SEE 9/A901 02A 06AA SIGNAGE, SEE 9/A901 F.A.C.P. INSIDE DIRECTIONAL SIGNAGE, SEE SIGN TYP.SCHEDULE ON 6/A901 06AA R1 BUILDING INFORMATION PANEL, SEE SIGN SCHEDULE EMERGENCY MESSAGE SIGNAGE, SEE SIGN SCHEDULE NO SMOKING SIGNAGE, SEE SIGN SCHEDULE ON 7/A901 E ROOM SIGNAGE, SEE 1/A901 TOILET DOOR06AA SIGNAGE, SEE 3/A901 TOILET SIGNAGE, SEE 4/A901 ASSISTIVE LISTENING DEVICE SIGNAGE

283-A

06AA 01A

02A

TYP.

OFFICE

06AA 06AA

06AA

01A

2 A504

287 DEPT STO 06BB290

06AA WORKROOM

R1 R1

06BB

E X

02A O

01A

02A

INCREMENT 2 LACCD PROJECT NUMBER

B TWO LAYERS OF 5/8" GYPSUM BOARD, STAGGER JOINTS C PORCELAIN TILE OVER 1/2" CEMENT BOARD

200-A

06AA SIGNAGE LEGEND (ALL MAY NOT BE USED) R2 OFFICE

02A 06AA

TYP.

291 MEETING

06AA

CLASSROOM

2 A506 02A

06A

MEETING

C.1

02A

06AQ

279-A

TYP. R1

R1 E

TYP.

200-B

213-A

212-A

06AC

06AA

DESIGN CONSULTANT

06 276 6" METAL STUD R-21 BATT INSULATION

202-A

210-A

210-B

211-A

211-B

7' - 11"

R1 E

02A

TYP.

C.1

TYP.

02A 10-020

D.1

TYP.

D.1

TYP.

06AP

10-020

06AA EXTERIOR WALL SUBSTRATE MATERIALS R2 OFFICE

TYP.

02A

A312

R1L

OFFICE 06R2 6" METAL STUD 277 R-19 ACOUSTIC BATT INSULATION

02A

06AA

TYP.

02A 2B

05 6" C-T METAL SHAFTWALL STUD 06AA R-13 ACOUSTIC BATT INSULATION

279

02A SIM 06AA

02A

04 278 4" METAL STUD R-13 ACOUSTIC BATT INSULATION

MEETING LRG

OPEN TO BELOW

240

TYP.

E.1

7' - 11"

2' - 6"

E.1

2' - 6"

06AA R1

06AA

TYP.

246

02A

01 R1METAL STUD 3 5/8" R-13 ACOUSTIC BATT INSULATION E 02 06AA 2 1/2" R2METAL STUD

06AA

ELECTRICAL ROOM

05SD

01C

06AA

02A

TYP.

05SB

05SD

06AA

A513

06AA

01C TYP.

A311

06AQ

R1 L S1

02A TYP.

A ONE LAYER 5/8" TYPE 'X' GYPSUM BOARD; PROVIDE MOISTURE RESISTANT GYPSUM BOARD @ RESTROOMS & CUSTODIAL ROOMS WALLS

TYP.

1 A620 E

02A INTERIOR WALL SUBSTRATE MATERIALS TYP.

246-A

TYP.

01C

244

05SA

A510

T1 T1

201-A CANOPY ABOVE

01A

06BB

06CC

TYP.

R1 1

06AC

01C

A703

MECHANICAL SHAFT

OPEN TO BELOW A301

Los Angeles Valley College 5800 Fulton Avenue Valley Glen, CA 91401 LACCD PROJECT NAME

ACADEMIC BUILDING 2 & THEATER ARTS DEMO

INTERIOR WALL SHEATHING MATERIALS

BUILDER

06AA

282-A

A302

.0 00

4' - 0"

E.5

245

6 A303

Los Angeles Community College District

06AQ

E S ONE LAYER 1" TYPE 'X' GYPSUM BOARD SHAFT LINER

02A

WOMEN'S RESTROOM

UNIVERSAL RESTROOM

02A

E.7 E201 12.4

A601

24' - 8 3/4"

4' - 5"

2' - 0 1/4"

8' - 7"

EXTERIOR BRIDGE

E.7

278-A

A602

Q 5/8" FIBER CEMENT PANEL 1" VERTICAL Z-CHANNELS 1" HORIZONTAL HAT CHANNELS 3.5" SEMI RIGID INSULATION (R-17.5) AND 3.5" FIBERGLASS THERMAL CLIPS AIR AND MOISTURE BARRIER 5/8" EXTERIOR SHEATHING

CLASSROOM

277-A

F.1

TYP.

08V853 222

276-A

02A

06AA

CLIENT

N 2" - COMPOSITE METAL PANEL AND EXTRUDED FRAME SYSTEM 1" VERTICAL Z-CHANNELS AIR AND MOISTURE BARRIER 5/8" EXTERIOR SHEATHING

INCREMENT 2

R TWO LAYERS 5/8" GYPSUM BOARD, STAGGER JOINTS 7/8" HAT CHANNELS RESILIENT SOUND ISOLATION CLIPS

SIM

M 2" - COMPOSITE METAL PANEL AND EXTRUDED FRAME SYSTEM 1" VERTICAL Z-CHANNELS 3.5" SEMI RIGID INSULATION (R-17.5) AND 3.5" FIBERGLASS THERMAL CLIPS AIR AND MOISTURE BARRIER 5/8" EXTERIOR SHEATHING

275-A

TYP. TYP.

244-A

02A 02A TYP.

E.6

02A 1

STAIR B

T1 STAIR A

69' - 0 1/4"

214

8' - 5"

10' - 5 1/4"

CLASSROOM

A620 SIM

EXTERIOR WALL FINISH MATERIALS

LACCD PROJECT NUMBER 06BB

221

Keynote Text GLASS DISPLAY CASE W/ SHELVING EVACUATION CHAIR CABINET

P 7/8" EXTERIOR CEMENT PLASTER OVER METAL LATH 1" VERTICAL Z-CHANNELS 3.5" SEMI RIGID INSULATION (R-17.5) AND 3.5" FIBERGLASS THERMAL CLIPS AIR AND MOISTURE BARRIER 5/8" EXTERIOR SHEATHING

02A

D PORCELAIN TILE OVER 1/2" CEMENT BOARD OVER ONE LAYER 5/8" GYPUSUM BOARD

10-020 06-013

G.1 01A

TYP.

CLASSROOM

202-B

E TYP.

220-A

06AA

219-B

R1 E

06AM 201-B

F.1

06BB

C PORCELAIN TILE OVER 1/2" CEMENT BOARD

220

219

02A

TYP.

10-020

X S1 L R1

INTERIOR WALL SHEATHING MATERIALS

B TWO LAYERS OF 5/8" GYPSUM BOARD, STAGGER JOINTS

CLASSROOM

06BB

CLASSROOM 3

245-A

TYP.

2 A513

240-A

01A 02A

EE D

241-A

A403

G.1

218-B

218-A

217-B

E R1

02A

TYP.

A ONE LAYER 5/8" TYPE 'X' GYPSUM BOARD; PROVIDE MOISTURE RESISTANT GYPSUM BOARD @ RESTROOMS & CUSTODIAL ROOMS WALLS

33' - 10"

E R1

217-A

E R1

216-B

216-A

E R1

215-B

06AA

E R1

06AQ

ACADEMIC BUILDING 2 & THEATER ARTS DEMO

TYP.

02A

SIM

214-A

81' - 10 1/16"

31' - 10 3/4"

215-A

06AA

02A

06BB

TYP.

3 A620

Key Value 06-013 10-020

3' - 7 1/4"

LACCD PROJECT NAME 01A

01A 5/8" EXTERIOR SHEATHING 06BB 02A

TYP.

06AQ

214-B

I.1

01A

220-B

1' - 11 1/4"

01A

1.1

Los Angeles Valley College 5800 Fulton Avenue Valley Glen, CA 91401

Q 5/8" FIBER CEMENT PANEL 1" VERTICAL Z-CHANNELS 1" HORIZONTAL HAT CHANNELS 3.5" SEMI RIGID INSULATION (R-17.5) AND 3.5" FIBERGLASS THERMAL CLIPS AIR AND MOISTURE BARRIER

02A

TYP.

16' - 5"

Los Angeles Community College District

A312

217

02A

60"

20' - 6 3/4"

CLASSROOM

17' - 9"

XXXX

LINE OF FLOOR/ ROOF ABOVE

XXX-X

DOOR NUMBER

30"

RECESSED FIRE EXTINGUISHER CABINET, SEE 7/8 A830

30x48 CLEAR SPACE

SHEET TITLE

FLOOR PLAN - LEVEL 2 EAST

24" @ EXT. DOORS

DOOR ADA CLEARANCES

18" 12"

SHEET NUMBER

SEE SHEETS A741 FOR FIRE RATING CLASSIFICATION OF WALLS.

PLAN NORTH

WALL TYPE

48"

A313

CLASSROOM

06BB

2.9 CLIENT

M 2" - COMPOSITE METAL PANEL AND EXTRUDED FRAME SYSTEM 1" VERTICAL Z-CHANNELS 3.5" SEMI RIGID INSULATION (R-17.5) AND 3.5" FIBERGLASS THERMAL CLIPS A301 AIR AND MOISTURE BARRIER 5/8" EXTERIOR SHEATHING 2B N 2" - COMPOSITE METAL PANEL AND EXTRUDED FRAME SYSTEM 1" VERTICAL Z-CHANNELS AIR AND MOISTURE BARRIER 5/8" EXTERIOR SHEATHING

Keynote Legend 3 13' - 7"

60"

21' - 1"

02A

AGENCY APPROVAL

P 7/8" EXTERIOR CEMENT PLASTER OVER METAL LATH 1" VERTICAL Z-CHANNELS 5 4 3.5" SEMI RIGID INSULATION (R-17.5) AND 3.5" FIBERGLASS THERMAL CLIPS 154' 1/4"MOISTURE BARRIER AIR- 2 AND 5/8" EXTERIOR SHEATHING24' - 4"

16' - 5"

48"

40' - 4"

TYP.

216

9'-2 3/4"

01A TYP.

CLASSROOM

32'-2"

01A TYP.

215

42'-9"

7.9

06BB

01A TYP.

CLASSROOM

A202 5

274-A

06BB

02A TYP.

06AQ

SEE SHEET A921 FOR SIGN SCHEDULE

10'-7"

06AQ

06BB

SHEET NUMBER

Keynote Text

222-B

8 06AQ

06BB

PROVIDE SIGN AT EACH EMERGENCY EYE WASH AND/OR SHOWER STATION.

EVACUATION CHAIR CABINET 3

272-A

06BB

Keynote Legend

ALL SIGNAGE TO CONFORM TO CAMPUS STANDARDS, FOR SPECIFIC FONTS, COLORS, AND GRAPHICS SEE CAMPUS SIGN STANDARDS.

A313

J.1

AGENCY APPROVAL

PLAN NORTH

SHEET TITLE

FLOOR PLAN - LEVEL 1 EAST

7.9

10-020 2

A301

222-A

A301

221-B

13' - 5"

9.7

281-A

20' - 9"

SIGNAGE NOTES

48"

9' - 6"

10.7

221-A

7' - 5"

282-B

14' - 6"

3 12

12.4

c 2020 LACCD Rev. 4

12.6

2 13

A203

48"

E X O FR F D B EM1,EM2 S1 R1,R2 M,W,U T1,T2 L

DOOR ADA CLEARANCES 12"

KEY PLAN 12"

273-A

SCALE: 1/8" = 1'-0"

161-20012

DRAWN BY: Author CHECKED BY: Checker SCALE: As indicated

SIGNAGE LEGEND (ALL MAY NOT BE USED)

24" @ EXT. DOORS

18"

DESIGNER PROJ. NO.

FLOOR PLAN - LEVEL 1 WEST

48"

FLOOR PLAN - LEVEL 1 WEST

A203

7/23/2021 10:01:28 PM

30x48 CLEAR SPACE

50% CD 100% DD 50% DD 100% SD STATE SUBMITTAL 95% SD DESCRIPTION

DOOR ADA CLEARANCES

18"

2.1 SHEET TITLE

7.1

9.7

8.1

24" @ EXT. DOORS

07.23.21 05.13.21 02.15.21 12.02.20 11.17.20 MARK DATE

48"

101' - 3"

9.1 10.1

48"

31' - 8" 31' - 6"

60" WHEELCHAIR TURNING CIRCLE

60"

38' - 1"

837 N Spring St, Third Floor Los Angeles, CA 90012-2323 Phone 323 475 807 REGISTRATION STAMP

161-20012

A.1

c 2020 LACCD Rev. 4

07.23.21 05.13.21 02.15.21 12.02.20 A503 11.17.20 MARK DATE

B.1

THE FIRST SHEATHING INDICATOR IS FOR THE SIDE OF THE WALL ON WHICH THE SYMBOL OCCURS. THE SECOND SHEATHING INDICATOR IS FOR THE OPPOSITE SIDE.

A WALL ASSEMBLY CONTINUES FOR FULL ROOM

WHERE DIFFERENT STUD SIZES OCCUR ALONG A CORRIDOR WALL, IT IS INTENDED THAT THE CORRIDOR 02A SIDE FINISHES ALIGN. TYP. ALL INTERIOR FURRING AND FRAMING IS @16" OC UNLESS NOTED OTHERWISE. 06AP

02A

A WALL ASSEMBLY CONTINUES FOR FULL ROOM LENGTH, INCLUDING ANU JOGS, ANGLES, RECESSES, OR STUB WALLS FOR SIDE OF WALL UPON WHICH THE SYMBOL OCCURS.

OR STUB WALLS FOR SIDE OF WALL UPON WHICH THE 110-A SYMBOL OCCURS. THE FIRST SHEATHING INDICATOR IS FOR THE SIDE OF THE WALL ON WHICH THE SYMBOL OCCURS. THE SECOND SHEATHING INDICATOR IS FOR THE OPPOSITE SIDE.

06AP

12' - 1 1/2"

117-B

02A

06AP

ISSUE

TYPICAL WALL TYPE IS 01AA UNLESS NOTED OTHERWISE.

112

06AP

TYPICAL WALL TYPE IS 01AA UNLESS NOTED OTHERWISE.

06AP

TYP.

02A

FLOOR PLAN GENERAL NOTES 1.

A303

110 LENGTH, INCLUDING ANU JOGS, ANGLES, RECESSES, X

02A

06AP

A303

COMPUTER LAB

ELECTRICAL TRANSFORMER ROOM

114

06BB

06 6" METAL STUD R-19 ACOUSTIC BATT INSULATION

FLOOR PLAN GENERAL NOTES 1.

06AA

06BB

06AP 02A R1L

DESIGN CONSULTANT

05 6" C-T METAL SHAFTWALL STUD R-13 ACOUSTIC BATT INSULATION

A601

TYP.

06AA X

CLASSROOM

33' - 2"

43' - 7"

115

CLASSROOM

117

04 4" METAL STUD R-13 ACOUSTIC BATT INSULATION

A311

SIM

CLASSROOM CLASSROOM

06AA

TYP.

X O

02A

LOBBY (SOUTH) 8' - 1"

02A

02 2 1/2" METAL STUD

100

06AA

BUILDER

01 3 5/8" METAL STUD R-13 ACOUSTIC BATT INSULATION

110-B

111-A

06BR

A301

L R1

06 6" METAL STUD R-19 ACOUSTIC BATT INSULATION

02A

113-A

115-B

116-A

116-B

117-A

LIGHTING INVERTER

114-B

102-A 06AA

C.1

TYP.

CUSTODIAL CLOSET

142-A

115-A

.0 00 93

7' - 11"

02A

06AA

837 N Spring St, Third Floor Los Angeles, CA 90012-2323 Phone 323 475 807

REGISTRATION STAMP

05 6" C-T METAL SHAFTWALL STUD LOBBY (EAST) R-13 ACOUSTIC BATT INSULATION

140-A

111

TYP.

R1 R1 R1

06AP

02A

7' - 11"

06AP

2' - 6"

06-011

02A

TYP.

C.1

R1 T1

TYP.

D.1

100-A

STAIR C

OPEN TO ABOVE 04 4" METAL STUD R-13 ACOUSTIC BATT INSULATION

08V853

S ONE LAYER 1" TYPE 'X' GYPSUM BOARD SHAFT LINER

INTERIOR WALL SUBSTRATE MATERIALS

02 2 1/2" METAL STUD

140

141 M

02A

102

02A

01 3 5/8" METAL STUD R-13 ACOUSTIC BATT INSULATION

OPEN TO ABOVE

INCREMENT 2 LACCD PROJECT NUMBER

R TWO LAYERS 5/8" GYPSUM BOARD, STAGGER JOINTS 7/8" HAT CHANNELS RESILIENT SOUND ISOLATION CLIPS

TYP.

06AP

BDF ROOM

D E.1

LOBBY (WEST)

D PORCELAIN TILE OVER 1/2" CEMENT BOARD OVER ONE LAYER 5/8" GYPUSUM BOARD

A312

DESIGN CONSULTANT

S ONE LAYER 1" TYPE 'X' GYPSUM BOARD SHAFT LINER

LACTATION ROOM

142

D R TWO LAYERS 5/8" GYPSUM BOARD, STAGGER JOINTS 7/8" HAT CHANNELS RESILIENT SOUND ISOLATION CLIPS

146

SIM

LACCD PROJECT NAME

C PORCELAIN TILE OVER 1/2" CEMENT BOARD

FLOOR LINE ABOVE

A620

Los Angeles Valley College 5800 Fulton Avenue Valley Glen, CA 91401

ACADEMIC BUILDING 2 & THEATER ARTS DEMO

B TWO LAYERS OF 5/8" GYPSUM BOARD, STAGGER JOINTS

06AP

INTERIOR WALL SUBSTRATE MATERIALS

MEN'S RESTROOM

R1 L

D.1

BIM 360://161-20012 LACCD LAVC AB2/08V853-A-Bldg.rvt

E R1

02A

147

06AA

E.1

Senior Job Captain / Exterior Technical Designer - Developed exterior envelope detailing - Managed the development of the Construction Documentation drawings

TYP.

141-A

118-A °

FLOOR LINE ABOVE

2B A311

This 65,000 SQFT instructional and faculty office building will contain the humanities department as well as the technology programs labs.

114-A

4' - 0" 7' - 8 3/4"

06AA

A ONE LAYER 5/8" TYPE 'X' GYPSUM BOARD; PROVIDE MOISTURE RESISTANT GYPSUM BOARD @ RESTROOMS & CUSTODIAL ROOMS WALLS

BUILDER 06AA

145

144

ELEVATOR

06-013

MAIN ENTRANCE

147-A

INTERIOR WALL SHEATHING MATERIALS

08V853

131

B TWO LAYERS OF 5/8" GYPSUM BOARD, STAGGER JOINTS 06AA

ERRCS 119-A

A303

E.5

UNIVERSAL RESTROOM

WOMEN'S RESTROOM 1 A510

SIM

TYP.

06AA

1 A602

STAIR B

TYP.

1 A502

E.7

A620

06AA

F.1

02A

06AA

TYP.

8' - 7"

126-A

STORAGE

118 STAIR A

10' - 5 1/4"

02A

144-A

19' - 9"

A601

06AA E

126-B

120-A 06AA

A ONE LAYER 5/8" TYPE 'X' GYPSUM BOARD; PROVIDE MOISTURE RESISTANT GYPSUM BOARD @ RESTROOMS & CUSTODIAL ROOMS WALLS

Los Angeles Community College District

EXTERIOR WALL SUBSTRATE MATERIALS 06 6" METAL STUD R-21 BATT INSULATION

INTERIOR WALL SHEATHING MATERIALS

STORAGE R1

MASTERCAM LAB

06 130 6" METAL STUD R-21 BATT INSULATION

G.1

INCREMENT 2

CLASSROOM

129 128-A

TYP.

06AP

LACCD PROJECT NUMBER

EXTERIOR WALL SUBSTRATE MATERIALS CLASSROOM

ELECTRONICS LAB

06AA

126

123 02A

02A TYP.

06BB

06AA

127

ROBOTICS LAB TESTING

06AA

06AP

F.1

TYP.

15'-0 1/4"

06AA

TYP.

02A

130-B

119-B

06AP

118-B

89' - 6 3/4"

02A

44' - 3 1/4"

02A

06AP

STORAGE

CLIENT

Q 5/8" FIBER CEMENT PANEL 1" VERTICAL Z-CHANNELS 1" HORIZONTAL HAT CHANNELS 3.5" SEMI RIGID INSULATION (R-17.5) AND 3.5" FIBERGLASS THERMAL CLIPS AIR AND MOISTURE BARRIER 5/8" EXTERIOR SHEATHING

ACADEMIC BUILDING 2 & THEATER TYP. 02A ARTS DEMO

Q 5/8" FIBER CEMENT PANEL 06AP 02A1" VERTICAL Z-CHANNELS 1" HORIZONTAL HAT CHANNELS 06BB 3.5" SEMI RIGID INSULATION (R-17.5) AND 3.5" FIBERGLASS TYP. THERMAL CLIPS AIR AND MOISTURE BARRIER 5/8" EXTERIOR SHEATHING

06AP

127-A R1

06AA

06AP 06AP

TYP.

N 2" - COMPOSITE METAL PANEL AND EXTRUDED FRAME SYSTEM 1" VERTICAL Z-CHANNELS AIR AND MOISTURE BARRIER 5/8" EXTERIOR SHEATHING

LACCD PROJECT NAME

24'-3"

06BB

129-B

22' - 7"

06AA

123-A

M 2" - COMPOSITE METAL PANEL AND EXTRUDED FRAME SYSTEM 1" VERTICAL Z-CHANNELS 3.5" SEMI RIGID INSULATION (R-17.5) AND 3.5" FIBERGLASS THERMAL CLIPS AIR AND MOISTURE BARRIER 5/8" EXTERIOR SHEATHING

Los Angeles Valley College 5800 Fulton Avenue Valley Glen, CA 91401

9'-2 3/4"

06AATYP. 02A

124-A

3'-7 1/4"

32'-2"

124

120

16'-5"

42'-9"

02A

P 7/8" EXTERIOR CEMENT PLASTER OVER METAL LATH 1" VERTICAL Z-CHANNELS 3.5" SEMI RIGID INSULATION (R-17.5) AND 3.5" FIBERGLASS THERMAL CLIPS AIR AND MOISTURE BARRIER 5/8" EXTERIOR SHEATHING

10'-7"

OFFICE

131-A

06AP

1.1

Los Angeles Community College District

N 2" - COMPOSITE METAL PANEL AND EXTRUDED FRAME SYSTEM 1" VERTICAL Z-CHANNELS AIR AND MOISTURE BARRIER 5/8" EXTERIOR SHEATHING

125

06AA

130-A

TYP.

TOOL RM

TYP.

15'-4 3/4"

100-B

06AP

2'-4 1/4"

M FLOOR 2" LINE ABOVE 2B - COMPOSITE METAL PANEL AND EXTRUDED FRAME SYSTEM 1" VERTICAL Z-CHANNELS 3.5" SEMI RIGID INSULATION (R-17.5) AND 3.5" FIBERGLASS 2 THERMAL CLIPS AIR ANDA503 MOISTURE BARRIER 5/8" EXTERIOR SHEATHING

A501

129-A

120-B

2A A312

TECHNOLOGY LAB

E.6

FIRE RISER CHASE

122

125-A

G.1

TYP.

21'-1"

A313

122-A

02A

121

06AP

145-A

22' - 6"

TRASH

06AP 02A TYP.

I.1

16'-5"

02A TYP.

40'-4"

06AP

TYP.

146-A

120-C 06AP 02A

CLIENT

EXTERIOR WALL FINISH MATERIALS 154'-2 1/4" P 24'-4" 13'-7" 7/8" EXTERIOR CEMENT PLASTER OVER METAL LATH 1" VERTICAL Z-CHANNELS 3.5" SEMI RIGID INSULATION (R-17.5) AND 3.5" FIBERGLASS THERMAL CLIPS AIR AND MOISTURE BARRIER 5/8" EXTERIOR SHEATHING A301

48"

7.9

131-B

A500

J.1

AGENCY APPROVAL

EXTERIOR WALL FINISH MATERIALS

A204 6

6 1

LOS ANGELES VALLEY COLLEGE

AGENCY APPROVAL

KEY NOTES

Keynote Legend

ACADEMIC BUILDING 2

03-004 05-010

EXTERIOR WALL DETAILS

05-012 07-004 E

08-002 09-013 09-014

FIBER CEMENT PANEL SUB-STRUCTURE DETAIL

Keynote Text

CONCRETE SLAB ON GRADE NORMAL WEIGHT CONCRETE TOPPING SLAB OVER RESILIENT UNDERLAYMENT OVER CONCRETE FILLED METAL DECK METAL WINDOW SURROUND RIGID INSULATION W/ SBS MODIFIED ROOFING ASSEMBLY GLASS CURTAIN WALL ACOUSTICAL WALL PANEL CEMENT PLASTER CEILING

CLIENT

EXTERIOR DETAILS

TYPICAL WALL SECTION

Los Angeles Community College District

12.2

12.4

13 Valley College Los Angeles 5800 Fulton Avenue Valley Glen, CA 91401

12.2

ALIGN

FIBER CEMENT PANELS 5

12.4

FIBER CEMENT PANEL

LACCD PROJECT NAME

4'-0"

3 1/2" MINERAL WOOL INSULATION

ALIGN

RIVET FASTENER

1" VERTICAL Z-CHANNEL

4'-0"

5/8" EXTERIOR SHEATHING BOARD

4'-0"

METAL BRACKET W/ THERMASTOP

4'-0"

COLD FORMED METAL FRAMING

3 1/2" MINERAL WOOL INSULATION 3 1/2" MINERAL WOOL INSULATION

FLUID-APPLIED MEMBRANE AIR BARRIER

ACADEMIC BUILDING 2 & THEATER ARTS DEMO COLD FORMED METAL FRAMING

1" VERTICAL Z-CHANNEL

BATT INSULATION

3 1/2" MINERAL WOOL INSULATION

RIVET FASTENER

SCALE: 3" = 1'-0" SS STL METAL

3'-0"

837 N Spring St, Third Floor SS STL METAL WINDOW SURROUND Los Angeles, CA 90012-2323 BEYOND, SEE ELEV LOCATIONS 1/2" Phone 323FOR475 807

8 WINDOW HEAD @ FIBER CEMENT A810

A810

SCALE: 3" = 1'-0" REGISTRATION STAMP

ALIGN

A810

PARAPET SCALE: 3" = 1'-0"

1" Z-CHANNELS FASTENED TO 1" HORIZONTAL HAT CHANNELS FASTENED TO MTL STUD FRAMING THROUGH 3 1/2" FIBERGLASS CLIPS

3'-0"

2" FIBERGLASS THERMAL CLIP 1" HAT CHANNEL

EXTERIOR CEMENT PLASTER W/ SMOOTH CAST FINISHCAST IN PLACE CONCRETE SLAB ON METAL DECK

CONTINUOUS 1" REVEAL

EXTERIOR

STRUCTURAL STEEL AND MOISTURE BARRIER ON W/ APPLIED AIR EXTERIOR SHEATHING FIREPROOFING SELF ADHERED FLASHING

WINDOW JAMB @ FIBER CEMENT C SCALE: 3" = 1'-0"

A810

2 A810

2" SEMI-RIGID INSULATION

FIBER CEMENT PANEL 2" FIBERGLASS THERMAL CL

SIM MTL STUD WALL FRAMING W/ BATT SELF ADHERED FLASHING INSULATION

BATT INSULATION

CONTINUOUS 1" REVEAL 1" VERTICAL Z-CHANNEL CAST IN PLACE CONCRETE SLAB ON METAL DEC PLASTER CASING BEAD 3 1/2" BOARD MINERAL WOOL INSULATION 5/8" EXTERIOR SHEATHING EXTERIOR CEMENT PLASTER W/ SMOOTH CAST FINISH FLUID-APPLIED MEMBRANE AIR BARRIER

3'-0"

2'-0"

BUILDING PAPER

1" HORIZONTAL HAT CHANNEL, TYP DEFLECTION FRAMING CLIP

3CAST 1/2" FIBERGLASS THERMALSLAB CLIP,ON TYP FLUID-APPLIED MEMBRANE AIR BARRIER IN PLACE CONCRETE METAL DEC 5/8" EXTERIOR SHEATHING BOARD

CONTINUOUS 1" SS STL REVEAL (SEE EXTERIOR ELEVATIONS) 2" SEMI-RIGID INSULATION CEMENT PANELS PER SELF ADHERED FLASHING 2" FIBERGLASS THERMAL CLIP DRAWING 5/8" GYPSUM BOARD, SEE FINISH SCHED CONTINUOUS 1" REVEAL 1" HAT CHANNEL BATT INSULATION PLASTER CASING BEAD EXTERIOR CEMENT PLASTER W/ SMOOTH CAST FINISH EXTERIOR CEMENT PLASTER W/ SMOOTH CAST FINISH 1" VERTICAL Z-CHANNEL MTL STUD WALL FRAMING W/ BATT INSULATION BUILDING PAPER 3 1/2" FIBERGLASS THERMAL CLIP BACKER ROD AND SEALANT, TYP CONTINUOUS 1" REVEAL FLUID-APPLIED MEMBRANE AIR BARRIER

METAL BRACKET W/ THERMASTOP 1" HORIZONTAL HAT CHANNEL, TYP RIVET FASTENER 3 1/2" FIBERGLASS THERMAL CLIP, TYP PLASTER CASING BEAD 3 1/2" MINERAL WOOL INSULATION BATT INSULATION CONTINUOUS 1" SS STL REVEAL (SEE EXTERIOR ELEVATIONS) COLD FORMED METAL FRAMING EXTERIOR CEMENT PLASTER W/ SMOOTH 5/8" GYPSUM BOARD, SEE FINISH SCHED CAST FINISH

ALIGN

2" SEMI-RIGID INSULATION BATT INSULATION 5/8" EXTERIOR SHEATHING BOARD 2" FIBERGLASS THERMAL CLIP BATT INSULATION 1" VERTICAL Z-CHANNEL 1" HAT CHANNEL COLD FORMED METAL FRAMING 3 1/2" FIBERGLASS THERMAL CLIP

CASCADIA CLIP BUILDING PAPER HORIZONTAL SYSTEM FLUID-APPLIED W/ MEMBRANE AIR BARRIER EXTERIOR CEMENT PLASTER WALL @ 3" OC VERTICALLY 3 1/2" MINERAL WOOL INSULATION CLIPS @ EVERY5/8" OTHER EXTERIOR SHEATHING BOARD SOFFIT CONTINUOUS STUD 1" SS STL REVEAL (SEE EXTERIOR ELEVATIONS)

FIBER CEMENT WALL @ CEMENT PLASTER SOFFIT

A810

SCALE: 3" = 1'-0"

A810

SCALE: 3" = 1'-0"

5/8" GYPSUM BOARD, SEE FINISH SCHED

CEMENT PLASTE 3 1/2" MINERAL WOOLEXTERIOR INSULATION SMOOTH CAST FINISH FLUID-APPLIED MEMBRANE AIR BARRIER

COLD FORMED METAL FRAMING FIBER CEMENT PANEL CLIP DEFLECTION FRAMING

PLASTER CASING BEAD 5/8" EXTERIOR SHEATHING BOARD STOREFRONT OR CURTAINWALL EXTERIOR CEMENT PLASTER W/FRAMING SMOOTHPER CAST FINISH WINDOW SCHEDULE INTERIOR

3 1/2" CONTINUOUS MINERAL WOOL INSULATION

ALIGN

BATT INSULATION

1" VERTICAL Z-CHANNEL 1" HAT CHANNEL

3'-0"

CASCADIA CLIP HORIZONTAL SYSTEM 3" OC VERTICALLY W/ CLIPS @ EVERY OTHER STUD

5/8" EXTERIOR SHEATHING B

1" HORIZONTAL HAT CHANNEL, TYP

EXTERIOR CEMENT PLASTER W/ SMOOTH CAST SHEATHING FINISH 5/8" EXTERIOR BOARD

FASTEN TO FIBER

2'-0"

ALIGN

COLD FORMED METAL FRAM

SCALE: 3" = 1'-0"

CAST IN PLACE CONCRETE SLAB ON METAL DECK

2" FIBERGLASS THERMAL 3 1/2" CONTINUOUS MINERAL WOOL CLIP BATT INSULATION INSULATION 1" HAT FORMED CHANNELMETAL FRAMING COLD

2'-0"

5/8" EXTERIOR SHEATHING BOARD METAL BRACKET W/ THERMASTOP RIVET FASTENER

BACKER ROD AND SEALANT, TYP

09-013

A810

SCALE: 3" = 1'-0"

FLUID-APPLIED MEMBRANE AIR BARRIER 5/8" EXTERIOR SHEATHING BOARD

EXTERIOR CEMENT PLASTER WALL @ PAVING SCALE: 3" = 1'-0"

SHEET TITLE

BATT INSULATION FLUID-APPLIED 1 MEMBRANE AIR BARRIER COLD FORMED METAL FRAMING 5/8" EXTERIOR SHEATHING BOARD

3 1/2" MINERAL WOOL INSULATION

WALL SECTIONS & ELEVATIONS

A810

3WINDOW SILL @ FIBER CEMENT SCALE: 3" = 1'-0"

COLD FORMED METAL FRAMING

SCALE: 1/2" = 1'-0"

A810

VARIES

SCALE: 3" = 1'-0" 5 1/2"

SCALE: 1/2" = 1'-0"

CURTAIN WALL SILL @ PAVING

A810

SCALE: 3" = 1'-0"

5 PAVING CURTAIN WALL SILL @

A810

SCALE: 3" = 1'-0"

EXTERIOR CEMENT PLASTER WALL @ 3 PAVING

A810

SCALE: 3" = 1'-0"

A810

A405

EXTERIOR CEMENT PLASTER WALL @ PAVING

A405

EXTERIOR CEMENT PLASTER WALL @ 5 PAVING

EDGE OF SLAB

1 WINDOW SILL @ FIBER CEMENT

EDGE OF SLAB

SCALE: 3" = 1'-0"

CEMENT PLASTER SUB-FRAMING ELEVATION

A810

SCALE: 3" = 1'-0"

CEMENT BASED WATER PROOF COATING LEVEL 1 ON RIGID INSULATION CONTINUE RIGID INSULATION BELOW CONTINOUS EXPANSION JOINT FILLER WALKWAY SLOPE AWAY FROM GRADE TO COVER THE ENTIREPAVING, SLAB EDGE, BUILDING TERMINATE INSULATION AT T.O. FOOTING WHERE IT OCCURS.DAMP PROOFING

CONTINUE RIGID INSULATION BELOW GRADE TO COVER THE ENTIRE SLAB EDGE, TERMINATE INSULATION AT T.O. FOOTING WHERE IT OCCURS.

WINDOW SILL @ FIBER CEMENT

DAMP PROOFING

CURTAIN WALL SILL @ PAVING DETAIL 9A

LEVEL 1

CONTINUE INSULATION BELOW CONCRETERIGID SIDEWALK - FINISH GRADE GRADE TO COVER THE ENTIRE SLAB EDGE, TERMINATE INSULATION AT T.O. FOOTING WHERE IT OCCURS. CONTINUOUS EXPANSION JOINT FILLER

SCALE: 3" = 1'-0"

A810

DAMP PROOFING

EDGE SLAB DAMPOF PROOFING

SHEET NUMBER

LEVEL 1

BATT INSULATION

A405

LEVEL 1

DETAIL 9A

MTL CLOSURE PLATE W/ DRIP EDGE

SHIM CONTINUE RIGID INSULATION 3" RIGID INSULATION COATED WITHRETURN, BEYOND LINE OF BELOW WALL GRADE TO BASED COVERWATERPROOF THE ENTIRE SLAB EDGE, CEMENT SEALANT AND BACKER ROD, TYP TERMINATE INSULATION AT T.O. FOOTING COATING. WHERE EXPOSED FINISH WHERE IT OCCURS. WITH ACRYLIC BASED S.S.COATING MTL PANCOLOR FLASHING, TURN UP 1/2" MATCHED TO CEMENT PLASTER UNDER SILL ANDASSEMBLY AT JAMBS CURTAIN WALL EDGE OF SLAB

LEVEL 1 SHIM LINE OF EDGE OF SLAB AT CONCRETE SIDEWALK GRADE SLOPE AWAY FROM WALL ON EITHER SIDE OF- FINISH WALKWAY PAVING, SEALANT AND BACKER ROD, TYP WINDOW OPENING BUILDING S.S. MTL PAN FLASHING, TURN UP 1/2" CONTINUOUS EXPANSION JOINT FILLER UNDER SILL AND AT JAMBS

5 1/2"

3" RIGID INSULATION COATED WITH CONCRETE SIDEWALK - FINISH GRADE CEMENT BASED WATERPROOF COATING. WHERE EXPOSED FINISH WITH ACRYLIC BASED COATING COLOR CONTINUOUS JOINT FILLER MATCHED TO EXPANSION CEMENT PLASTER

LEVEL 1 FLUID APPLIED AIR AND MOISTURE WALKWAY SLOPESHEATHING AWAY FROM BARRIER PAVING, ON EXTERIOR BUILDING EXTERIOR WHERE IT OCCURS, CONTINUOUS 1" SS STL REVEAL (SEE EXTERIOR ELEVATIONS) CEMENT BASED WATER PROOF COATING LINE OF WALL RETURN, BEYOND ON RIGID INSULATION INSECT SCREEN WRAPPED AROUND CONTINOUS EXPANSION JOINTINSULATION FILLER BOTTOM OF MINERAL WOOL

VARIES

4 A810

3 1/2" MINERAL WOOL INSULATION

VARIES

COLD FORMED METAL FRAMING

FLUID APPLIED AND MOISTURE INSECT SCREEN WRAPPED AROUND CONTINUE RIGID INSULATION BELOWAIR BARRIER ON EXTERIOR SHEATHING BOTTOM MINERAL INSULATION GRADE TO COVER THE ENTIREOF SLAB EDGE,WOOL TERMINATE INSULATION AT T.O. FOOTING WHERE IT OCCURS. MTL WHERE IT OCCURS, 1" SS CLOSURE PLATECONTINUOUS W/ DRIP EDGE STL REVEAL (SEE EXTERIOR EDGE OF SLAB ELEVATIONS) 3" RIGID INSULATION COATED WITH CEMENT BASED WATERPROOF COATING. WHEREWRAPPED EXPOSED AROUND FINISH INSECT SCREEN WITH ACRYLIC BASED COATING COLOR BOTTOM OF MINERAL WOOL INSULATION MATCHED TO CEMENT PLASTER (6" MIN)

BATT INSULATION

UNDER SILL AND AT JAMBS 3 1/2" MINERAL WOOL INSULATION

EXTERIOR CURTAIN WALL ASSEMBLY MTL CLOSURE DAMP PROOFINGPLATE W/ DRIP EDGE

3 1/2" MINERAL WOOL INSULATION

FIBER CEMENT PANEL FLUID-APPLIED MEMBRANE AIR BARRIER

WINDOW5/8"SILL @ FIBER CEMENT 1" HORIZTONTAL HAT CHANNEL EXTERIOR SHEATHING BOARD

INTERIOR

VARIES

1" HORIZTONTAL HAT CHANNEL 3 1/2" FIBERGLASS THERMAL CLIP

DETAIL 9A

(6" MIN)

RIVET FASTENER

4" MIN.

SHIM

FIBER CEMENT PANEL

INTERIOR

SEALANT AND BACKER ROD

INTERIOR

INSECT SCREEN WRAPPED AROUND BOTTOM OF MINERAL WOOL INSULATION CEMENT PLASTER AND LATH OVER 1" VERTICAL Z-CHANNELS ON 3 1/2" MTL CLOSURE PLATE W/ DRIP EDGE FIBERGLASS CLIPS FASTENED TO MTL STUDS. 3" RIGID INSULATION COATED WITH CEMENT BASED WATERPROOF EXTERIOR COATING. WHERE EXPOSED FINISH MTL STUD WALL FRAMING W/ BATT WITH ACRYLIC BASEDINSULATION COATING COLOR PLASTER AND LATH OVER 1" MATCHED TO CEMENTCEMENT PLASTER Z-CHANNELS ON 3 1/2" 3VERTICAL 1/2" MINERAL WOOL INSULATION FIBERGLASS CLIPS FASTENED TO MTL LEVEL 1 STUDS. FLUID APPLIED AIR AND MOISTURE CONCRETE SIDEWALK - FINISH GRADE BARRIER ON EXTERIOR SHEATHING MTL STUD WALL FRAMING W/ BATT INSULATION CONTINUOUS EXPANSION JOINT FILLER CONTINUOUS 1" SS WHERE IT OCCURS, STL REVEAL (SEE EXTERIOR 3 1/2" MINERAL WOOL INSULATION DAMP PROOFING ELEVATIONS)

SEALANT AND BACKER ROD, TYP 1" HAT MTL STUD WALL FRAMING W/CHANNEL BATT INSULATION S.S. MTL PAN FLASHING, TURN UP 1/2"

CONCRETE CURB

SCALE: = 1'-0" CURTAIN3" WALL ASSEMBLY

VARIES

A810

4" MIN.

1/2"

15'-0"

FIBER CEMENT WALL @ CEMENT PLASTER SOFFIT

FLUID APPLIED AIR AND MOISTURE BARRIER ON EXTERIOR SHEATHING SS METAL WINDOW SURROUND WHERE IT OCCURS, CONTINUOUS 1" SS

SCALE: 3" = 1'-0"3 1/2" FIBERGLASS THERMAL CLIP

FIBER CEMENT WALL & STORE FRONT WALL SECTION c 2020 0 LACCD Rev. 4 LACCD Rev. 4

SCALE: 1/2" = 1'-0"

SCALE: 3" = 1'-0"

RIVET FASTENER

EXTERIOR CEMENT PLASTER W/ SMOOTH CAST CEMENT PLASTER AND LATH OVER 1" CURTAIN WALL ASSEMBLY

A810

LEVEL 1 687'-6"

3 1/2" FIBERGLASS SHIMTHERMAL CLIP

c 2020 LACCD Rev. 4

1 A405

1" HORIZTONTAL SEALANT AND BACKER RODHAT CHANNEL

2'-8" 2" SEMI-RIGID INSULATION PLASTER CASING BEAD FIBERGLASS THERMAL CLIP LINE OF WALL RETURN,2"BEYOND ALIGNEXTERIOR 1" HAT CHANNEL

INTERIOR

BEYOND STL REVEAL (SEE EXTERIOR EXTERIOR CEMENT PLASTER WALL @ SS METAL ELEVATIONS) WINDOW SURROUND, SEE ELEV. FOR LOCATIONS INTERIOR SOFFIT EXTERIOR

VARIES

FIBER CEMENT PANEL CURTAIN WALL ASSEMBLY

METAL BRACKET W/ THERMASTOP EXTERIOR CEMENT PLASTER W/ SMOOTH CAST F RIVET FASTENER

EXTERIOR

2'-8"

SCALE: 3" = 1'-0"

(6" MIN)

c 2020 LACCD Rev. 4

7 A810

SS METAL WINDOW SURROUND BEYOND

1/2"

7/23/2021 10:05:09 PM

10:08:22 PM BIM 360://161-20012 LACCD 7/23/2021 10:08:22 7/23/2021 PM BIM 360://161-20012 LACCD LAVC AB2/08V853-A-Bldg.rvt LAVC AB2/08V853-A-Bldg.rvt

03-004

CURTAIN WALL ASSEMBLY BATT INSULATION SEALANT AND BACKER ROD COLD FORMED METAL FRAMING SS METAL SHIM WINDOW SURROUND, SEE ELEV. FOR LOCATIONS RIVET FASTENER SIM

2'-8"

A810

(6" MIN)

SS METAL 5/8" EXTERIOR SHEATHING BOARD WINDOW SURROUND, GLASS W/ 3 1/2" MINERAL WOOL INSULATION SEE ELEV. FOR LOCATIONS ALUMINUM FRAME

2'-8"

4"6" MIN.

KEY PLAN

SS METAL WINDOW SURROUND BEYOND

INTERIOR

2'-8"

PLASTER CASING BEAD

1/2"

1" HORIZTONTAL HAT CHANNEL

GLASS W/ 3 1/2" FIBERGLASS THERMAL CLIP ALUMINUM FRAME

A810

4" MIN.

SCALE: 3" = 1'-0"

VERTICAL Z-CHANNELS 3 1/2" 2" ON SEMI-RIGID INSULATION FIBER CEMENT WALL @ CEMENT PLASTER FIBERGLASS CLIPS FASTENED TO MTL SHIM STUDS. 2" FIBERGLASS THERMAL CLIP SOFFIT

161-20012

RIVET FASTENER

EXTERIOR CEMENT PLASTER WALL @ SOFFIT ALIGN

3 1/2" WALL MINERAL WOOL EXTERIOR CEMENT PLASTER @ INSULATION GLASS W/ SOFFIT ALUMINUM FRAME

1/2"

SHIM

B FLUID-APPLIED MEMBRANE AIR BARRIER

LEVEL 1 687'-6"

SCALE: 3" = 1'-0"

DESIGNER PROJ. NO.

DRAWN BY: Author WINDOW JAMB @ FIBER CEMENT CHECKED BY: Checker A810 SCALE: 3" = 1'-0" FIBER CEMENT PANEL SCALE: As indicated

7/23/2021 10:08:22 PM

BIM 360://161-20012 LACCD LAVC AB2/08V853-A-Bldg.rvt

120

BIM 360://161-20012 LACCD LAVC AB2/08V853-A-Bldg.rvt

TECHNOLOGY LAB

CURTAIN WALL ASSEMBLY

2'-8"

5 A810

1" VERTICAL Z-CHANNEL MTL STUD WALL FRAMING W/ BATT 3 1/2" FIBERGLASS THERMAL CLIP INSULATION

SEE ELEV. FOR LOCATIONS

A810

CEMENT PLASTER SUB-FRAMING ELEVATION

STOREFRONT OR CURTAINWALL FRAMING PER WINDOW SCHEDULE

SEALANT AND BACKER ROD

3 1/2" FIBERGLASS THERMAL CLIP GYPSUM SEE FINISH SCHED CEMENT PLASTER AND5/8" LATH OVER BOARD, 1" VERTICAL Z-CHANNELS ON 3 1/2" BATT INSULATION FIBERGLASS CLIPS FASTENED TO MTL STUDS.

BACKER ROD AND SEALANT, TYP

SCALE: 3" = 1'-0"

CONCRETE CURBCONCRETE CURB

2'-8"

WINDOW JAMB @ FIBER CEMENT 1" VERTICAL Z-CHANNEL EXTERIOR CONTINUOUS 1" SS STL REVEAL (SEE EXTERIOR ELEVATIONS)

A810

BIM 360://161-20012 CONCRETE CURBLACCD LAVC AB2/08V853-A-Bldg.rvt

2'-8"

BATT INSULATION 3 1/2" MINERAL WOOL INSULATION

INTERIOR

7/23/2021 10:08:22 PM

2'-8"

MTL STUD WALL FRAMING W/ BATT INSULATION

c 2020 LACCD Rev. 4

2'-8"

INTERIOR 07.23.21 50% CD A811 05.13.21 100% DD GLASS W/ 02.15.21 50% DD ALUMINUM FRAME INTERIOR 100% SD STATE SUBMITTAL 12.02.20 SS METAL 08-002 WINDOW SURROUND 11.17.20 BEYOND 95% SD SS METAL WINDOW SURROUND, MARK DATEJAMB DESCRIPTION WINDOW @ FIBER CEMENT

15' - 0"

2'-8"

OR CURTAINWALL 09-014 STOREFRONT FRAMING PER WINDOW SCHEDULE

SIM

15'-0"

3'-0"

32' - 0"

32'-0"

3'-0"

2'-0"

LEVEL 2 STOREFRONT OR CURTAINWALL Z-CHANNELS FASTENED TO 1" 702'-6" FRAMING PER WINDOW 1" SCHEDULE HAT CHANNELS FASTENED 3HORIZONTAL 1/2" CONTINUOUS MINERAL WOOL TO MTL STUD FRAMING THROUGH 3 1/2" INSULATION FIBERGLASS CLIPS

ISSUE

STRUCTURAL STEEL W/ APPLIED FIREPROOFING 2'-0"

A810

1/2"

INTERIOR

CURTAIN WALL HEADER @ ENTRY CANOPY 3 1/2" FIBERGLASS THERMAL CLIP, TYP

AIR AND MOISTURE BARRIER ON 5/8" EXTERIOR SHEATHING BOARD EXTERIOR2" SHEATHING SEMI-RIGID INSULATION

5/8" EXTERIOR SHEATHING BOARD

AND MOISTURE BARRIER ON 05-012 AIR EXTERIOR SHEATHING

LEVEL 2 702'-6"

3 A810

FLUID-APPLIED MEMBRANE AIR BARRIER

RIVET LOCATIONS TO 3 1/2" MINERAL WOOL INSULATION

05-010

SCALE: 3" = 1'-0"

CAST IN PLACE 1" Z-CHANNELS FASTENED TO ON 1" EXTERIOR CEMENT PLASTER W/ SMOOTH CAST FINISH CONCRETE SLAB HORIZONTAL HAT CHANNELS FASTENED METAL DECK BATT INSULATION TO MTL STUD FRAMING THROUGH 3 1/2" FIBERGLASS CLIPS COLD FORMED METAL FRAMING

FIBER SIM CEMENT PANEL

1" Z-CHANNELS FASTENED TO 1" MTL STUD WALL FRAMING W/ BATT HAT CHANNELS FASTENED HORIZONTAL INSULATION TO MTL STUD FRAMING THROUGH 3 1/2" FIBERGLASS CLIPS BACKER ROD AND SEALANT, FIBERTYP CEMENT PANEL

1/2"

CURTAIN WALL HEADER @ ENTRY CANOPY

BUILDING PAPER

SELF ADHERED FLASHING

EXTERIOR

FIBER CEMENT PANEL

ALIGN

RIVET LOCATIONS TO FASTEN TO FIBER CEMENT PANELS PER DRAWING

SS STL METAL FLASHING

A810

PLASTER CASING BEAD

3 1/2" CONTINUOUS MINERAL WOOL INSULATION

2'-0"

COLD FORMED METAL FRAMING

EXTERIOR

SCALE: 3" = 1'-0"

EXTERIOR GLASS

CURTAIN WALL ASSEMB CAST IN PLACE SEALANTSLAB ANDON BACKER R FLUID-APPLIED MEMBRANE AIR BARRIER CONCRETE METAL DECK EXTERIOR GLASS DEFLECTION FRAMING CLIP 3 1/2" MINERAL WOOL INSULATION

5/8" EXTERIOR SHEATHING BOARD

2'-0"

215

SS STL METAL FLASHING 5/8" EXTERIOR SHEATHIN CURTAIN WALL ASSEMBL METAL PANEL

2" SEMI-RIGID INSULATION

1/2"

WINDOW HEAD @ FIBER CEMENT

SCALE: 3" = 1'-0"

SEALANT AND BACKER R METAL PANEL ATTACHM

CEMENT PLASTER EXTERIOR FIBER CEMENT WALL @

AIR AND MOISTURE BARRIER ON EXTERIOR SHEATHING

CLASSROOM

3'-0"

EXTERIOR FIBER CEMENT WALL @

A810

FIBER CEMENT PANEL

TAPERED ROOF INSULATION BATT INSULATION

9PARAPET WINDOW HEAD @ FIBER CEMENT

FIBER CEMENT PANEL

METAL PANEL ATTACHME

ROOFING COVER BOARD

A810 SCALE: 3"SCALE: = 1'-0" 3" = 1'-0"

3'-0"

2'-0"

METAL PANEL

EXTERIOR FIBER CEMENT WALL @ PARAPET

1" VERTICAL Z-CHANNEL

2'-0"

15'-0"

GLASS W/ 8 ALUMINUM FRAME A810

5/8" EXTERIOR SHEATHIN

SBS MODIFIED ROOFING

A810

15' - 0"

SS STL METAL WINDOW SURROUND BEYOND, SEE ELEV FOR LOCATIONS

SCALE: 3" = 1'-0"

CAST IN PLACE TAPERED ROOFMEMBRANE INSULATION CONCRETE SLAB ON FLUID-APPLIED AIR BARRIER METAL DECK

SS STL METAL WINDOW SURROUND, EXTERIOR SEE ELEV FOR LOCATIONS

SS STL METAL WINDOW SURROUND BEYOND, SEE ELEV FOR LOCATIONS

A810

SHIM GLASS W/ ALUMINUM FRAME CURTAIN WALL ASSEMBLY

CURTAIN WALL HEADER @ ENTRY CANOPY

1" VERTICAL Z-CHANNEL ROOFING COVER BOARD

3'-0"

A810

TAPERED ROOF INSULATION

3 A810

3 1/2" FIBERGLASS THERMAL CLIP SBS MODIFIED ROOFING

3'-0"

CURTAIN WALL ASSEMBLY WINDOW HEAD @ FIBER CEMENT FLASHING

ROOFING COVER BOARD

1" VERTICAL Z-CHANNEL BATT INSULATION

GLASS W/ ALUMINUM FRAME

A810

CURTAIN WALL ASSEMBLY

3 1/2" MINERAL WOOL IN SEALANT AND BACKER ROD FLUID-APPLIED MEMBRANE AIR BARRIER 5/8" EXTERIOR SHEATHIN T.O. ROOF EXTERIOR GLASS SBS MODIFIED ROOFING COLD FORMED METAL F

FLUID-APPLIED AIR BARRIER 1" HORIZONTALMEMBRANE HAT CHANNEL

2'-0"

DESIGN CONSULTANT

FIBER CEMENT PANEL BACKER ROD AND SEALANT

WINDOW SURROUND, BACKER ROD AND SEALANT SEE ELEV FOR LOCATIONS

3 1/2" MINERAL WOOL INSULATION ROOFING COVER BOARD FIBER CEMENT PANEL 5/8" EXTERIOR SHEATHING BOARD RIVET FASTENER TAPERED ROOF INSULATION COLD FORMED METAL FRAMING METAL BRACKET W/ THERMASTOP BATT INSULATION

1/2"

SS STL METAL WINDOW SURROUND, SEE ELEV FOR LOCATIONS

SIM

2'-0"

SCALE: 3" = 1'-0"

1/2"

3'-0"

6 A810

METAL PANEL 3 1/2" MINERAL WOOL INS METAL PANEL ATTACHMENT CLIP T.O. PAR 1" HORIZONTAL HAT CHANNEL 5/8" EXTERIOR SHEATHIN 3 1/2" FIBERGLASS THERMAL CLIP COLD FORMED METAL FR SS STL METAL FLASHING 1" VERTICAL Z-CHANNEL

3 1/2" MINERAL WOOL INSULATION

EXTERIOR FIBER CEMENT WALL @ PARAPETCURTAIN WALL ASSEMBLY

05-012

1/2"

2'-0" 2'-0" 2'-0"

SHIM

5/8" EXTERIOR SHEATHING BOARD

BATT INSULATION

VERTICAL Z1"5/8" GIRT 1" SHEATHING EXTERIOR BOARD HORIZONTAL HAT CHANNEL DEPTH SPACED PER 3COLD 1/2" FIBERGLASS THERMAL CLIP FORMED METAL FRAMING DRAWING. PTD BLACK

BACKER ROD AND SEALANT

STRUCTURAL STEEL W/ APPLIED FIREPROOFING

FLASHING COLD FORMED METAL FRAMING

A810

SHIM

2'-0"

FLASHING

BUILDER

RIVET FASTENER

2'-0"

T.O. ROOF DECK 1 717'-6"

SS STL METAL FLUID-APPLIED MEMBRANE AIRCHANNEL BARRIER 1" HORIZONTAL HAT WINDOW SURROUND, SEE ELEV FOR LOCATIONS 5/8" EXTERIOR SHEATHING BOARD 3 1/2" FIBERGLASS THERMAL CLIP GLASS W/ COLD FORMED METAL FRAMING ALUMINUM FRAME COLD FORMED METAL FRAMING E SS STL METAL WINDOW FIBER CEMENT PANEL 1" HORIZONTAL HAT SURROUND CHANNEL BEYOND, SEE ELEV FOR LOCATIONS 3 1/2" FIBERGLASS THERMAL CLIP RIVET FASTENER

METAL BRACKET W/ THERMASTOP SBS MODIFIED ROOFING

FIBER CEMENT PANEL

2'-0"

CURTAIN WALL ASSEMBLY

3 1/2" FIBERGLASS THERMAL CLIP

COLD FORMED METAL FRAMING

1" VERTICAL Z-CHANNEL COLD FORMED METAL FRAMING

SEE SHEET A301 - A303 FOR GENERAL EXTERIOR ELEVATION NOTES, MATERIALS LEGEND & GLAZING LEGEND

3'-0"

6" 4

FIBER CEMENT PANEL RIVET FASTENER ALIGN FLUID-APPLIED MEMBRANE AIR BARRIER

2'-0"

1/2"

A810

6 3 1/2" MINERAL WOOL INSULATION

COLD FORMED METAL FRAMING

1" VERTICAL Z-CHANNEL

1" HORIZONTAL HAT CHANNEL

5/8" EXTERIOR SHEATHING BOARD

SHIM

GENERAL NOTES

SIM

3 1/2" MINERAL WOOL INSULATION FLASHING

2'-0"

1/2" TYP JOINT

3'-0"

08V853

FLUID-APPLIED MEMBRANE AIR BARRIER

VERTICAL Z GIRT 1" DEPTH SPACED PER DRAWING. PTD BLACK

T.O. PARAPET 1 719'-6"

1" VERTICAL Z-CHANNEL RIVET FASTENER

BACKER ROD AND SEALANT

T.O. ROOF DECK 1 717'-6"

07-004

METAL BRACKET W/ THERMASTOP

5 5/8" EXTERIOR SHEATHING BOARD

3 1/2" FIBERGLASS THERMAL CLIP

2'-0"

FIBER CEMENT PANEL

2' - 0"

2'-0" 2'-0" 2'-0"

COLD FORMED METAL FRAMING

LACCD PROJECT NUMBER COLD FORMED METAL FRAMING

T.O. PARAPET 1 D 719'-6"

2'-0"

1/2" TYP JOINT

ALIGN 1" HORIZONTAL HAT CHANNEL

5/8" EXTERIOR SHEATHING BOARD

FLUID-APPLIED MEMBRANE AIR BARRIER

3 1/2" FIBERGLASS THERMAL CLIP

2'-0"

COLD FORMED METAL FRAMING

3 1/2" MINERAL WOOL INSULATION

INCREMENT 2

1" HORIZONTAL HAT CHANNEL

32'-0"

RIVET FASTENER

1/2" TYP JOINT

2'-0"

3'-0"

2'-0" 1/2" TYP JOINT

FIBER CEMENT PANEL

5/8" EXTERIOR SHEATHING BOARD

15'-0"

Key Value

CONTINUE RIGID WATER INSULATION BELOW CEMENT BASED PROOF COATING GRADE TOINSULATION COVER THE ENTIRE SLAB EDGE, ON RIGID TERMINATE INSULATION AT T.O. FOOTING CONTINOUS EXPANSION JOINT FILLER WHERE IT OCCURS.

EDGE 6 OF SLAB DAMP PROOFING CONTINUE RIGID BELOW LINE OF EDGE OF INSULATION SLAB AT GRADE COVER THEOF ENTIRE SLAB EDGE, WALL ONTO EITHER SIDE TERMINATE INSULATION AT T.O. FOOTING WINDOW OPENING WHERE IT OCCURS.

EDGE OF SLAB

5 1/2"

LINE OF EDGE OF SLAB AT WALL ON EITHER SIDE OF WINDOW OPENING

6 AGENCY APPROVAL

WIDTH OF WINDOW OPENING SEE PLAN

LOS ANGELES VALLEY COLLEGE 5 1/2"

EDGE OF SLAB AT EXTERIOR WALL

ACADEMIC BUILDING 2 E

CURTAIN WALL ASSEMBLY

EDGE OF SLAB AT WINDOW LINE OF BELOW GRADE RIGID INSULATION

EXTERIOR DETAILS

EXTERIOR GLASS

SEALANT AND BACKER ROD SS STL SHEET METAL SILL

SLOPE

DETAIL A - PLAN VIEW

CLIENT AGENCY APPROVAL

REFER TO EXTERIOR ELEVATION

ALIGN EXTERIOR

LINE OF WALL RETURN, BEYOND

COATED 1/8" ALUM. PLATE SHADOW BOX. BID ALTERNATE: REMOVE 1/8" ALUM. PLATE SHADOW BOX AND PROVIDE OPACI-COAT 300 HIGH PERFORMANCE COATING ON GLAZING

STORE FRONT WINDOWS W/ WINDOW SURROUND @ FIBER CEMENT PANELS 1"

3 1/2" MINERAL WOOL INSULATION 3 1/2" MINERAL WOOL INSULATION FLUID-APPLIED AIRHAT BARRIER FLUID-APPLIED MEMBRANE AIR BARRIER 1"MEMBRANE HORIZONTAL CHANNEL 2" MIN.

COLD FORMED FRAMING COLD FORMED METAL METAL FRAMING COLD FORMED METAL FRAMING

1/2"

EXTERIOR

2-A810

(6" MIN.)

FIBER

6 1/2"

3" RIGID INSULATION COATED WITH 3 1/2" FIBERGLASS CLIPS FIBER CEMENT PANEL CEMENT BASED WATERPROOF CEMENT PANEL

6 1/2"

COATING. WHERE EXPOSED FINISH 3 1/2" CONTINUOUS MINERAL WOOL INSULATION WITH ACRYLIC BASED COATING COLOR 1" MATCHED Z-CHANNELTO CEMENT PLASTER 1" Z-CHANNEL AIR AND MOISTURE BARRIER ON EXTERIOR SHEATHING 1" HORIZONTAL HAT CHANNELS 1" HORIZONTAL HAT CHANNELS FINISH GRADE

LEVEL 1

4" MIN.

ADHERED FLASHING 3 1/2"SELF FIBERGLASS 3 1/2" FIBERGLASS CLIPS CLIPS ALIGN ALIGN

3 1/2" CONTINUOUS MINERAL WOOL INSULATION 3 1/2" CONTINUOUS MINERAL WOOL INSULATION DAMP PROOFING

WINDOW HEAD @ FIBER CEMENT

AND MOISTURE BARRIER ON AIR ANDAIR MOISTURE BARRIER ON CONTINUE RIGID INSULATION BELOW EXTERIOR SHEATHING EXTERIOR SHEATHING GRADE TO COVER THE ENTIRE SLAB EDGE, MTL STUD WALL FRAMINGAT W/T.O. BATT TERMINATE INSULATION FOOTING SELF ADHERED FLASHING SELF ADHERED FLASHING INSULATION WHERE IT OCCURS.

SCALE: 3" = 1'-0" C EXTERIOR

STOREFRONT OR CURTAINWALL FRAMING PER WINDOW SCHEDULE MTLWALL STUDFRAMING WALL FRAMING MTL STUD W/ BATTW/ BATT INSULATION INSULATION

INTERIOR FIBER CEMENT PANEL

2-A811

SCALE: 3" = 1'-0"

2-A810

ROD AND SEALANT, TYP BACKERBACKER ROD AND SEALANT, TYP

AIR AND MOISTURE BARRIER ON ALIGN EXTERIOR SHEATHING

9/2/2021 9:23:38 AM

2-A811 2

INTERIOR

CONCRETE CURB

4" MIN.

WINDOW JAMB @ CEMENT PLASTER

SCALE: 3" = 1'-0"

2-A810

2 6"

ETE CURB

7 7 WINDOW WINDOW @ FIBER CEMENT SILLSILL @ FIBER CEMENT

SCALE: 3" =GALV 1'-0"STEEL BACK PAN

MTL CLOSURE DRIP EDGE MTL CLOSURE PLATE PLATE W/ DRIPW/EDGE

CEMENT PLASTER AND LATH 3" OVER 1" 3"INSULATION RIGID INSULATION COATED RIGID COATED WITH WITH CONCRETE SIDEWALK - FINISH GRADE VERTICAL Z-CHANNELS ON 3 CEMENT 1/2" CEMENT WATERPROOF BASEDBASED WATERPROOF FIBERGLASS CLIPS FASTENED TO MTL COATING. EXPOSED COATING. WHEREWHERE EXPOSED FINISH FINISH 3 STUDS. WITH ACRYLIC COATING COLOR WITH ACRYLIC BASED BASED COATING COLOR CONTINUOUS EXPANSION JOINT FILLER MATCHED TO CEMENT PLASTER MATCHED TO CEMENT PLASTER

4 4

SS STL METAL FLASHING METAL PANEL

DAMP PROOFING

METAL BRACKET W/ THERMASTOP

METAL PANEL ATTACHMENT CLIP

FLUID-APPLIED MEMBRANE AIR BARRIER

ALIGN 4 1/4"

4 1/4" 4 1/4"1"

2-A811

LEVEL 1

LEVEL 1 LEVEL 1

SHIM SHIM

CONTINOUS EXPANSION JOINT FILLER CONTINOUS EXPANSION JOINT FILLER WHERE IT OCCURS. LINE OF WALL RETURN, BEYOND EDGE OF SLAB DAMP PROOFING DAMP PROOFING

5 1/2"

2-A810

BOTTOM OF MINERAL WOOL INSULATION EDGE OF SLAB EDGE OF SLAB

MTL CLOSURE PLATE W/ DRIP EDGE

EXTERIOR CEMENT PLASTER WALL EXTERIOR CEMENT PLASTER WALL @ @ RIGID INSULATION COATED WITH 3 3" CEMENT BASED WATERPROOF PAVING PAVING

SHIM

SCALE: 3" = 1'-0"

5 1/2" 5 1/2"

95% CD 50% CD 100% DD 50% DD 100% SD STATE SUBMITTAL 95% SD DESCRIPTION SHEET TITLE

DESIGNER PROJ. NO. DRAWN BY: Author

161-20012

EXTERIOR

SHEET NUMBER

2-A8

EXTERIOR DETAILS

EXTERIOR CONTINUE RIGID INSULATION CONTINUE RIGIDOF INSULATION BELOW LINE EDGE OF SLAB ATBELOW CHECKED BY: Checker TOON COVER THE ENTIRE SLAB EDGE, GRADEGRADE TO WALL COVER THE ENTIRE SLAB EITHER SIDE OF EDGE, SHEET SHEET TITLETITLE TERMINATE INSULATION T.O. FOOTING SCALE: 3" = 1'-0" TERMINATE INSULATION AT T.O.AT FOOTING WINDOW OPENING IT OCCURS. WHEREWHERE IT OCCURS.

EDGE OF SLAB SEALANT AND BACKER ROD, EDGE TYP OF SLAB

CURTAIN WALL SILL @ PAVING

1 1 CURTAIN CURTAIN WALL @ PAVING WALL SILLSILL @ PAVING

DETAIL 9A

KEY PLAN KEY PLAN

10.12.21 COATED 1/8" ALUM. PLATE SHADOW 07.23.21 CURTAIN WALL SILL @ ENTRY CANOPY BOX. BID ALTERNATE: REMOVE 1/8" ALUM. PLATE SHADOW BOX AND 05.13.21 SCALE: 3" = 1'-0" WALKWAY PAVING, SLOPE AWAY FROM CONTINOUS EXPANSION JOINT FILLER PROVIDE OPACI-COAT 300 HIGH WALKWAY PAVING, SLOPE AWAY FROM BUILDING 02.15.21 PERFORMANCE COATING ON BUILDING GLAZING DAMP PROOFING 12.02.20 9A 5 6 DETAILDETAIL 9A 11.17.20 CONTINUE RIGID INSULATION BELOW MINERAL WOOL INSULATION CEMENT BASED WATER PROOF COATING CEMENT BASED WATER PROOF COATING GRADE TO COVER THE ENTIRE SLAB EDGE, ONINSULATION RIGID INSULATION ON RIGID MARK DATE GALV STEEL BACK PAN TERMINATE INSULATION AT T.O. FOOTING CEMENT BASED WATER LEVEL 1 COATING LEVEL 1PROOF ON RIGID INSULATION

CURTAIN WALL ASSEMBLY

DRAWN BY: Author DRAWN BY: KEYAuthor PLAN CHECKED BY: Checker CHECKED BY: Checker 3" = 1'-0" SCALE: 3" = 1'-0" SCALE:

LEVEL 1

WALKWAY PAVING, SLOPE AWAY FROM SEALANT AND BACKER ROD, TYP SEALANT AND BACKER ROD, TYP BUILDING S.S. MTL PAN FLASHING, TURN S.S. MTL PAN FLASHING, TURN UP 1/2"UP 1/2" SILL AT JAMBS UNDERUNDER SILL AND ATAND JAMBS

DETAIL 9A

4 1/4"

INTERIOR

ISSUE

EXTERIOR S.S. MTL PAN FLASHING, TURN UP 1/2" EXTERIOR UNDER SILLASSEMBLY AND AT JAMBS CURTAIN WALL CURTAIN WALL ASSEMBLY

FIBER CEMENT WALL @ CEMENT PLASTER SOFFIT

KEY PLAN 10.12.21 95% CD 07.23.21 50% CD 05.13.21 100% DD 02.15.21 50% DD 12.02.20 100% SD STATE SUBMITT 10.12.21 95% CD 10.12.21 95% CD 11.17.20 95% SD 07.23.21 50% CD 07.23.21 50% CD MARK DATE DESCRIPTION 05.13.21 100% DD 05.13.21 100% DD 02.15.21 50% DD DESIGNER NO. 161-20012 02.15.21 50%PROJ. DD 12.02.20 100% SD STATE SUBMITTAL 12.02.20 100% SD STATE SUBMITTAL DRAWN BY: Author 11.17.20 95% SD 11.17.20 95%BY: SD Checker CHECKED DATEDESCRIPTION DESCRIPTION MARKMARK DATE 3" = 1'-0" SCALE: SHEET TITLE DESIGNER 161-20012 DESIGNER PROJ.PROJ. NO. NO. 161-20012

EXTERIOR

SHIM 2" FIBERGLASS THERMAL CLIP OFRETURN, WALL RETURN, BEYOND LINE OFLINE WALL BEYOND SEALANT AND BACKER ROD, TYP 1" HAT CHANNEL

BATT INSULATION COLD FORMED METAL FRAMING INTERIOR INTERIOR

DRAWN BY: Author CHECKED BY: Checke SCALE: 3" = 1'-0"

REGISTRATION STAMP

COATED 1/8" ALUM. PLATE SHADOW BOX. BID ALTERNATE: REMOVE 1/8" ALUM. PLATE SHADOW BOX AND PROVIDE OPACI-COAT 300 HIGH PERFORMANCE COATING ON GLAZING

EXTERIOR CEMENT PLASTER W/ SMOOTH CAST FINISH MINERAL WOOL INSULATION MINERAL WOOL INSULATION CURTAIN WALL ASSEMBLY 2" SEMI-RIGID INSULATION GALVBACK STEELPAN BACK PAN GALV STEEL

KEY PLAN

S.S. MTL PAN FLASHING, TURN UP 1/2" LINE OF EDGE OF SLAB AT UNDER SILL AND AT JAMBS LINE OF EDGE OF SLAB AT WALL ON EITHER SIDE OF WALL ON EITHER SIDE OF OPENING WINDOW OPENING LEVEL 1 WINDOW WALKWAY PAVING, SLOPE AWAY FROM BUILDING

EXTERIOR DETAILS EXTERIOR DETAILS SHEET NUMBER

2-A810

95% C 50% C 100% 50% D 100% 95% S DESC

DESIGNER PROJ. NO.

837 N Spring St, Third Floor ISSUEISSUE Los Angeles, CA 90012-2323 Phone 323 475 807

MINERAL WOOLPLATE INSULATION 1/8"PLATE ALUM. SHADOW COATEDCOATED 1/8" ALUM. SHADOW BID ALTERNATE: REMOVE 1/8" BOX. BIDBOX. ALTERNATE: REMOVE 1/8" GALV STEEL BACK PAN ALUM.SHADOW PLATE SHADOW BOX AND ALUM. PLATE BOX AND PROVIDE OPACI-COAT 300 HIGH PROVIDE OPACI-COAT 300 HIGH LINE OF WALL RETURN, BEYOND PERFORMANCE COATING ON PERFORMANCE COATING ON GLAZING GLAZING

RIVET FASTENER

INTERIOR 5/8" EXTERIOR SHEATING BOARD

WHERE IT OCCURS, CONTINUOUS 1" SS CONTINUE RIGID INSULATION BELOW

COATING. WHERE EXPOSED FINISH

ISSUE

1" HAT CHANNEL

SCALE: 3" = 1'-0" 2-A8102-A810SCALE: 3" = 1'-0"

STL REVEAL (SEE EXTERIOR CONTINUE RIGID INSULATION BELOW GRADE TO COVER THE ENTIRE SLAB EDGE, EXTERIOR CEMENT PLASTERGRADE WALL @ TO COVER THE ENTIRE SLAB EDGE, ELEVATIONS) TERMINATE INSULATION T.O. FOOTING TERMINATE INSULATION AT T.O.AT FOOTING PAVING IT OCCURS. WHEREWHERE IT OCCURS. INSECT SCREEN WRAPPED AROUND

SCALE: 3" = 1'-0"

2" FIBERGLASS THERMAL CLIP

EXTERIOR CEMENT PLASTER W/ SMOOTH CAST FINISH EXTERIOR CEMENT PLASTER W/ SMOOTH CAST FINISH

HAT CHANNEL 1" HAT 1" CHANNEL 5/8" EXTERIOR SHEATHING BOARD

EXTERIOR GLASS

BARRIER ON EXTERIOR SHEATHING EDGE OF SLAB DAMP PROOFING DAMP PROOFING

WINDOW SILL @ FIBER CEMENT

DESIGN CONSULTANT

ALIGN ALIGN BATT INSULATION

SEALANT AND BACKER ROD

10.12.21 07.23.21 05.13.21 02.15.21 12.02.20 11.17.20 MARK DATE

2" FASTENER SEMI-RIGID INSULATION RIVET 4" RIVET FASTENER

1 1/4"

FIBER CEMENT WALL @ CEMENT PLASTER FIBER CEMENT WALL @ CEMENT PLASTER

CONTINUE RIGID INSULATION BELOW CONCRETE SIDEWALK - FINISH CONCRETE SIDEWALK - FINISH GRADEGRADE 3 1/2" MINERAL WOOL INSULATION GRADE TO COVER THE ENTIRE SLAB EDGE, TERMINATE INSULATION AT T.O. FOOTING CONTINUOUS JOINT FILLER WHERE IT EXPANSION OCCURS. CONTINUOUS EXPANSION JOINT FILLER FLUID APPLIED AIR AND MOISTURE

1" HORIZTONTAL HAT CHANNEL 3 1/2" FIBERGLASS THERMAL CLIP

1" HORIZONTAL HAT CHANNEL, TYP ALIGN

2" SEMI-RIGID INSULATION 2" SEMI-RIGID INSULATION FIBER CEMENT WALL @ CEMENT PLASTER COLD FORMED METAL FRAMING MINERAL WOOL INSULATION 2" FIBERGLASS THERMAL 2" FIBERGLASS THERMAL CLIP CLIP SOFFIT

2-A810

FLUID APPLIED AIR AND MOISTURE FLUID APPLIED AIR SCREEN AND MOISTURE INSECT WRAPPED AROUND METAL BRACKET W/ THERMASTOP BARRIER ON EXTERIOR SHEATHING BARRIER ON EXTERIOR SHEATHING BOTTOM OF MINERAL WOOL INSULATION METAL PANEL ATTACHMENT CLIP IT OCCURS, CONTINUOUS 1" SS WHEREWHERE IT OCCURS, CONTINUOUS 1" SS MTL CLOSURE PLATE W/ DRIP EDGE METAL PANEL STL REVEAL (SEE EXTERIOR STL REVEAL (SEE EXTERIOR 2-A810 SCALE: 3" = 1'-0" ELEVATIONS) ELEVATIONS) 3" RIGID INSULATION COATED WITH CEMENT BASED WATERPROOF SCREEN WRAPPED AROUND INSECTINSECT SCREEN WRAPPED AROUND COATING. WHERE EXPOSED FINISH BOTTOM OF MINERAL WOOL INSULATION BOTTOM OF MINERAL WOOL INSULATION WITH ACRYLIC BASED COATING COLOR MATCHED TO CEMENT PLASTER

MTL STUD WALL FRAMING W/ BATT INSULATION

SCALE: 3" = 1'-0"

2 2 SOFFIT SOFFIT

5/8" EXTERIOR SHEATHING BOARD

EXTERIOR FIBER CEMENT WALL BASE @ METAL PANEL SOFFIT EXTERIOR

CONCRETE CURB

1/2"

SCALE: 3" = 1'-0"

COLD FORMED FRAMING COLD FORMED METAL METAL FRAMING

2-A810 FIBER CEMENT PANEL LACCD Rev. 4

2-A810 INTERIOR

BATT INSULATION BATT INSULATION

RIVET FASTENER

LACCD Rev. 4

BATT INSULATION FLUID-APPLIED MEMBRANE AIR BARRIER FLUID-APPLIED MEMBRANE AIR BARRIER COLD FORMED METAL FRAMING 5/8" EXTERIOR SHEATHING 5/8" EXTERIOR SHEATHING BOARDBOARD SS METAL SURROUND 3WINDOW 1/2" MINERAL WOOL INSULATION 3 1/2" MINERAL WOOL INSULATION BEYOND

1/2"

c 2020 LACCD Rev. 4

SHIM

RIVET FASTENER RIVET FASTENER

FIBER CEMENT FIBER CEMENT PANEL PANEL FLUID-APPLIED MEMBRANE AIR BARRIER 1" HORIZTONTAL HAT CHANNEL 1" HORIZTONTAL HAT CHANNEL 5/8" EXTERIOR SHEATHINGSCALE: BOARD 3" = 1'-0" 2-A811 3 1/2" FIBERGLASS THERMAL CLIP 3 1/2" FIBERGLASS THERMAL CLIPINSULATION 3 1/2" MINERAL WOOL

A A CURTAIN WALL ASSEMBLY SEALANT AND BACKER ROD

3 1/2" FIBERGLASS THERMAL CLIP SHIM SHIM

EXTERIOR CEMENT PLASTER WALL @ SOFFIT

4" MIN.

9/2/2021 9:23:37 AM

SS METAL WINDOW SURROUND, SEE ELEV. FOR LOCATIONS

1/2"

c 2020 LACCD Rev. 4

BIM 360://161-20012 LACCD LAVC AB2/08V853-A-Bldg.rvt

SEALANT AND BACKER ROD

4" MIN.

1/2"

BIM 360://161-20012 LACCD LAVC AB2/08V853-A-Bldg.rvt 9/2/2021 9:23:37 AM BIM 360://161-20012 LACCD LAVC AB2/08V853-A-Bldg.rvt

CURTAIN WALL ASSEMBLY FIBER CEMENT PANEL CURTAIN WALL ASSEMBLY

SCALE: 3" = 1'-0"

GLASS W/ ALUMINUM FRAME

BIM 360://161-20012 LACCD LAVC AB2/08V853-A-Bldg.rvt

MTL STUD WALL FRAMING W/ BATT INSULATION

REGISTRATION STAMP REGISTRATION STAMP

WINDOW HEAD @ CEMENT PLASTER

COATED 1/8" ALUM. PLATE SHADOW BOX. BID ALTERNATE: REMOVE 1/8" ALUM. PLATE SHADOW BOX AND PROVIDE OPACI-COAT 300 HIGH PERFORMANCE COATING ON GLAZING

EXTERIOR EXTERIOR BATT INSULATION MTL STUD WALL FRAMING W/ BATT INSULATION CEMENT PLASTER ANDOVER LATH1" OVER 1" CEMENT PLASTER AND LATH 1" VERTICAL Z-CHANNEL VERTICAL Z-CHANNELS ONINSULATION 3 1/2" 3 1/2" MINERAL VERTICAL Z-CHANNELS ONWOOL 3 1/2" FIBERGLASS CLIPS FASTENED FIBERGLASS CLIPS FASTENED TO MTLTO MTL 3 1/2" FIBERGLASS THERMALSTUDS. CLIP STUDS. FLUID APPLIED AIR AND MOISTURE BARRIER ON EXTERIOR SHEATHING FIBER CEMENT PANEL MTLWALL STUDFRAMING WALL FRAMING W/ BATT MTL STUD W/ BATT INSULATION INSULATION RIVET FASTENER WHERE IT OCCURS, CONTINUOUS 1" SS STL REVEAL (SEE INSULATION EXTERIOR 3 1/2" MINERAL WOOL 3 1/2" MINERAL WOOL INSULATION ELEVATIONS)

AIR AND MOISTURE BARRIER ON EXTERIOR SHEATHING

WINDOW JAMB @ FIBER CEMENT 1" HORIZTONTAL HAT CHANNEL SEALANT AND BACKER ROD

9/2/2021 9:23:37 AM

2-A810

SS METAL WINDOW SURROUND STOREFRONT OR CURTAINWALL FRAMING PER WINDOW SCHEDULE BEYOND

REGISTRATION STAMP

837 N Spring St, Third 837 N Spring St, Third FloorFloor Los Angeles, CA 90012-2323 Los Angeles, CA 90012-2323 Phone 323 807 475 807 Phone 323 475

BUILDER

FLUID-APPLIED MEMBRANE AIR BARRIER 5/8" EXTERIOR SHEATHING EXTERIOR SHEATHING BOARDBOARD COATED 1/8"5/8" ALUM. PLATE SHADOW BOX. BID DEFLECTION FRAMING CLIPALTERNATE: REMOVE 1/8" ALUM. PLATE SHADOWMETAL BOX AND BRACKET W/ THERMASTOP PROVIDE OPACI-COAT 300 HIGH CAST IN PLACE CONCRETE SLAB ON METAL DECK PERFORMANCE COATING ON GLAZING RIVET FASTENER

CURTAIN WALL ASSEMBLY

CEMENT PLASTER AND LATH OVER 1" BATT INSULATION CONTINUOUS 1" SS STL REVEAL (SEE EXTERIOR VERTICALELEVATIONS) Z-CHANNELS ON 3 1/2" FIBERGLASS CLIPS FASTENED TO MTLCOLD FORMED METAL FRAMING 5/8" GYPSUM BOARD, SEE FINISH SCHEDSTUDS.

INTERIOR INTERIOR

SS METAL WINDOW SURROUND, W/ STOREFRONT OR GLASS GLASS W/ SEE ELEV. FOR LOCATIONS ALUMINUM FRAME FRAMING PER ALUMINUM FRAMECURTAINWALL WINDOW SCHEDULE CURTAIN WALL ASSEMBLY SS METAL SS METAL A WINDOW SURROUND BACKER ROD AND WINDOW SURROUND SEALANT AND BACKER ROD BEYOND SEALANT, TYP BEYOND SS METAL SS METAL SHIM WINDOW SURROUND, WINDOW SURROUND, SEEFOR ELEV. FOR LOCATIONS RIVET FASTENER SEE ELEV. LOCATIONS

INTERIOR

BACKER ROD AND SEALANT, TYP

GALVINSULATION STEEL BACK PAN 3 1/2" MINERAL WOOL

CAST IN PLACE CONCRETE SLAB ON METAL DECK

3 1/2" MINERAL WOOL INSULATION

837 N Spring St, Third Floor Los Angeles, CA 90012-2323 ISSUE Phone 323 475 807

08V853

BRACKET W/ THERMASTOP METAL METAL BRACKET W/ THERMASTOP 3 1/2" FIBERGLASS THERMAL CLIP, TYP EXTERIOR CEMENT PLASTER W/ SMOOTH CAST FINISH

DEFLECTION FRAMING CLIP

EXTERIOR

3 1/2" CONTINUOUS MINERAL WOOL INSULATION

DESIGN CONSULTANT DESIGN CONSULTANT

MINERAL WOOL INSULATION 1" VERTICAL Z-CHANNEL COLD FORMED FRAMING COLD FORMED METAL METAL FRAMING

2-A811

5/8" EXTERIOR SHEATHING BOARD

5 5 SOFFIT SOFFIT

STOREFRONT FRAMING

FLUID-APPLIED MEMBRANE AIR BARRIER

SCALE: 3" = 1'-0"

Z-CHANNELS FASTENED TO MTL STUD INTERIOR FRAMING THROUGH 3 1/2" FIBERGLASS SCALE: 3" = 1'-0" 2-A8102-A810SCALE: 3" = 1'-0" CLIPS

MTL STUD WALL FRAMING W/ BATT INSULATION

GLASS W/ ALUMINUM FRAME

2-A810

INCREMENT 2

GLAZING, SEE GLAZING5/8" SCHEDULE AND EXTERIOR SHEATHING BOARD WINDOW TYPES BATT INSULATION BATT INSULATION FIBER CEMENT PANEL

EXTERIOR CEMENT PLASTER WALL EXTERIOR CEMENT PLASTER WALL @ @

8 8 WINDOW WINDOW JAMB @ FIBER CEMENT JAMB @ FIBER CEMENT

CEMENT PLASTER AND LATHE ON 1" VERTICAL Z-CHANNELS

SELF ADHERED FLASHING

SCALE: 3" = 1'-0" 2-A8102-A810SCALE: 3" = 1'-0" B

EXTERIOR CEMENT 3 1/2" CONTINUOUS MINERAL WOOL INSULATION WINDOW JAMB @ FIBER

3 1/2" MINERAL WOOL INSULATION

EXTERIOR CEMENT PLASTER WALL @ BUILDING PAPER SOFFIT

REGISTRATION STAM

DESIGN CONSULTANT

LACCD PROJECT NUMBER

3 1/2" FIBERGLASS THERMAL CLIP, TYP 3 1/2" FIBERGLASS THERMAL CLIP, TYP BATT INSULATION EXTERIOR ANCHOR STOREFRONT FRAMING W/ FASTENERS @ 24" O.C.TO Z-CLIP COLD FORMED METAL FRAMING

INTERIOR

VERTICAL GIRT

3 1/2" FIBERGLASS THERMAL 3 1/2" FIBERGLASS THERMAL CLIP CLIP EXTERIOR CEMENT PLASTER W/ SMOOTH CAST FINISH

GALV STEEL BACK PAN CEMENT PLASTER, SEE RCP SCHEDULE 1" HORIZONTAL HAT CHANNEL, 1" HORIZONTAL HAT CHANNEL, TYP TYP BACKER ROD AND SEALANT, TYP

CURTAIN WALL HEADER @ ENTRY CANOPY

EXTERIOR CEMENT PLASTER W/ EXTERIOR CEMENT PLASTER W/ CURTAIN WALL ASSEMBLY SMOOTH CAST FINISH SMOOTH CAST FINISH 2-A810 EXTERIOR CEMENT PLASTER W/ SMOOTH CAST FINISH SCALE: 3" = 1'-0" 5/8" GYPSUM BOARD, SEE FINISH SCHED BUILDING PAPER EXTERIOR GLASS CAST IN PLACE CONT.CONCRETE VENT FOR RAIN SCREEN WALL ASSEMBLY, CONT. VENT FOR RAIN SCREEN WALL ASSEMBLY, SLAB ON COATED 1/8" ALUM. PLATE SHADOW MEMBRANE BARRIER FORFLUID-APPLIED SOFFIT SEE RCPBOX.AIR FOR SOFFIT VENTS VENTS SEE RCP METAL DECK BID ALTERNATE: REMOVE 1/8" ALUM. PLATE SHADOW BOX AND 5/8" EXTERIOR SHEATHING BOARD PROVIDE OPACI-COAT 300 HIGH EXTERIOR CEMENT PLASTER W/ SMOOTH CAST FINISH EXTERIOR CEMENT PLASTER W/ SMOOTH CAST FINISH PERFORMANCE COATING ON GLAZING BUILDING BUILDING PAPERPAPER MINERAL WOOL INSULATION FLUID-APPLIED MEMBRANE AIR BARRIER FLUID-APPLIED MEMBRANE AIR BARRIER INSULATION GALV STEEL BACK PAN 3 BATT 1/2" MINERAL WOOL INSULATION 5/8" EXTERIOR SHEATHING BOARD 5/8" EXTERIOR SHEATHING COLD FORMEDBOARD METAL FRAMING CONTINUOUS 1" SS STL REVEAL (SEE EXTERIOR ELEVATIONS)

BATT INSULATION BATT INSULATION

3 1/2" FIBERGLASS CLIPS

SCALE: 3" = 1'-0"

CONT. VENT FOR RAIN SCREEN WALL ASSEMBLY, 1" VERTICAL Z-CHANNEL Z-CHANNEL FOR SOFFIT VENTS SEE RCP 1" VERTICAL

CONCRETE CURB 6"

BIM 360://161-20012 LACCD LAVC AB2/08V853-A-Bldg.rvt

ALIGN

SCALE: 3" = 1'-0"

08V853 08V853 837 N Spring S Los Angeles, C Phone 323

ACADEMIC BUILDING 2 & THEATER ARTS DEMO

2" FIBERGLASS THERMAL FIBERGLASS THERMAL CLIP CLIP METAL2" PANEL CONT. VENT FOR RAIN SCREEN1"WALL ASSEMBLY, HAT CHANNEL HAT CHANNEL AND1" BACKER ROD FOR SOFFIT VENTS SEESEALANT RCP

1" HAT CHANNEL 1" VERTICAL Z-CHANNEL CONTINUOUS 1" SS STL REVEAL (SEE EXTERIOR ELEVATIONS) CONTINUOUS 1" SS STL REVEAL (SEE EXTERIOR ELEVATIONS) EXTERIOR CEMENT PLASTER W/ 3 SMOOTH 1/2" FIBERGLASS THERMAL CLIP CAST FINISH 5/8" GYPSUM SEE FINISH 5/8" GYPSUM BOARD,BOARD, SEE FINISH SCHEDSCHED

INTERIOR INTERIOR

2-A811

BOX. BID ALTERNATE: REMOVE 1/8" MEMBRANE AIR BARRIER LACCD PROJECT NAME MOISTURE BARRIER MEMBRANE AIR BARRIER ALUM.FLUID-APPLIED PLATE FLUID-APPLIED SHADOW BOX AND PROVIDE OPACI-COAT 300 HIGH 1" HORIZONTAL HAT CHANNEL, TYP FIBERGLASS CLIP CLIP DEFLECTION DEFLECTION FRAMING CLIP PERFORMANCE COATING ONFRAMING GLAZING 3 1/2" FIBERGLASS THERMAL CLIP, TYP HAT CHANNEL CAST IN PLACE CONCRETE SLAB ON METAL CAST IN PLACE CONCRETE SLAB ON METAL DECK DECK MINERAL WOOL INSULATION

5/8"GYPSUM EXTERIOR SHEATHING BOARD 5/8" BOARD, SEE FINISH SCHED

STOREFRONT OR CURTAINWALL EXTERIOR CEMENT PLASTER WALL @OR CURTAINWALL STOREFRONT 1" Z-CHANNEL FRAMING PER WINDOW SCHEDULE FRAMING PER WINDOW SCHEDULE LANDSCAPE 1" HORIZONTAL HAT CHANNELS

Los Angeles Valley College MINERAL WOOL 5800 Fulton Avenue 1" VERTICAL Z-CHANNEL EXTERIOR GLASS 1" VERTICAL Z-CHANNEL CAST IN PLACE CONCRETE SLAB ON METAL DECK Valley Glen, CA 91401 3 1/2" 5/8" MINERAL WOOL INSULATION BUILDER 3 1/2" WOOL INSULATION EXTERIOR SHEATHING BOARD BUILDER COATED 1/8"MINERAL ALUM. PLATE SHADOW SEALANT AND BACKER RODPANEL FIBER CEMENT FIBER CEMENT PANEL DEFLECTION FRAMING CLIP

CURTAIN WALL HEADER @ METAL PANEL 2" SEMI-RIGID INSULATION BATT INSULATION 2" FIBERGLASS THERMAL CLIP SOFFIT 3 1/2" MINERAL WOOL INSULATION 3 1/2" MINERAL WOOL INSULATION

BACKER ROD AND SEALANT, TYP EDGE OF SLAB

1/2"

CURTAIN WALL ASSEMBLY FLUID-APPLIED MEMBRANE AIR BARRIER

EXTERIOR CEMENT PLASTER W/ SMOOTH CAST FINISH 5/8" EXTERIOR SHEATHING 5/8" EXTERIOR SHEATHING BOARDBOARD METAL2" PANEL CLIP 2"ATTACHMENT SEMI-RIGID INSULATION SEMI-RIGID INSULATION

SCALE: 3" = 1'-0"

MTL CLOSURE PLATE W/ DRIP EDGE 1" HORIZONTAL HAT CHANNELS

6 3/4"

EXTERIOR FIBER CEMENT WALL @ PARAPET

WHERE IT OCCURS, CONTINUOUS 1" SS STL REVEAL (SEE EXTERIOR ELEVATIONS) FIBER CEMENT PANEL 2-A810 INSECT SCREEN WRAPPED AROUND BOTTOM OF MINERAL WOOL INSULATION 1" Z-CHANNEL

1/2"

ALIGN

GALV STEEL BACK PAN

1/2"

MINERAL WOOL INSULATION

SS STL METAL WINDOW SURROUND BEYOND, SEE ELEV FOR LOCATIONS

1"MTL VERTICAL Z-CHANNEL WALL STUD FRAMING SS STL METAL FLASHING 3 EXTERIOR 1/2" MINERAL WOOL INSULATION SOFFIT MTL FRAMING

2" SEMI-RIGID INSULATION

EXTERIOR EXTERIOR

COATED 1/8" ALUM. PLATE SHADOW BOX. BID ALTERNATE: REMOVE 1/8" ALUM. PLATE SHADOW BOX AND PROVIDE OPACI-COAT 300 HIGH PERFORMANCE COATING ON GLAZING

FIBER CEMENT PANEL METAL PANEL ATTACHMENT CLIP

1" FORMED HAT CHANNEL COLD METAL FRAMING COLD FORMED METAL FRAMING

VARIES

GLASS W/ ALUMINUM FRAME

08V853 INCREMENT 2 INCREMENT 2

Los Angeles LACCD PROJECT NUMBER LACCD PROJECT Community CollegeNUMBER District BUILDER

METAL PANEL

2"INSULATION FIBERGLASS THERMAL CLIP BATT BATT INSULATION

VARIES

SCALE: 3" = 1'-0" 2-A8102-A810SCALE: 3" = 1'-0"

MINERAL WOOL INSULATION MINERAL WOOL INSULATION

5/8" EXTERIOR SHEATHING BOARD

FLUID APPLIED AIR AND MOISTURE BARRIER ON EXTERIOR SHEATHING

INCREMENT 2

LACCD PROJECT NUMBER ACADEMIC BUILDING 2 &CONSULTAN THEATER ACADEMIC BUILDING 2DESIGN & THEATER ARTSARTS DEMODEMO

GALVBACK STEELPAN BACK PAN GALV STEEL 5/8" EXTERIOR SHEATHING BOARD

5/8" EXTERIOR SHEATHING COLD FORMED METAL FRAMING BOARD

TAPERED ROOF INSULATION

(6" MIN) VARIES

ROOFING COVER BOARD

LACCD PROJECT LACCD PROJECT NAMENAME

CLIENT

SCALE: 3" = 1'-0"

CAST IN PLACE CAST IN PLACE CONCRETE SLAB ON CONCRETE SLAB ON BATT INSULATION DECK BATT INSULATION METAL METAL DECK

3 1/2" MINERAL WOOL INSULATION

9 9 WINDOW WINDOW HEAD @ FIBER CEMENT HEAD @ FIBER CEMENT

CURTAIN WALL HEADER @ ENTRY CANOPY

SCALE: 3" = 1'-0" 2-A8102-A810SCALE: 3" = 1'-0"

SBS MODIFIED ROOFING

MTL STUD WALL FRAMING W/ BATT INSULATION

MINERAL WOOLPLATE INSULATION 1/8"PLATE ALUM. SHADOW COATEDCOATED 1/8" ALUM. SHADOW BID ALTERNATE: REMOVE 1/8" BOX. BIDBOX. ALTERNATE: REMOVE 1/8" GALV STEEL BACK PAN ALUM.SHADOW PLATE SHADOW BOX AND ALUM. PLATE BOX AND PROVIDE OPACI-COAT 300 HIGH PROVIDE OPACI-COAT 300 HIGH PERFORMANCE COATING ON PERFORMANCE COATING ON GLAZING GLAZING

SCALE: 3" = 1'-0"

3 3 CURTAIN CURTAIN WALL HEADER @ ENTRY CANOPY WALL HEADER @ ENTRY CANOPY

FLUID-APPLIED MEMBRANE AIR BARRIER

)

1/2"

SCALE: 3" = 1'-0"

EXTERIOR FIBER CEMENT WALL @ DEEP WINDOW SILL 2-A810

CAST IN PLACE CONCRETE SLAB ON METAL DECK CAST IN PLACE COLD FORMED METAL CONCRETE SLAB ON FRAMING METAL DECK

3 1/2" FIBERGLASS THERMAL CLIP

CEMENT PLASTER AND LATH OVER 1" VERTICAL Z-CHANNELS ON 3 1/2" FIBERGLASS CLIPS FASTENED TO MTL STUDS.

WINDOW HEAD @ FIBER CEMENT

CONCRETE CURB

SS STL METAL WINDOW SURROUND, SEE ELEV FOR LOCATIONS

6 6

EXTERIOR FIBER CEMENT WALL EXTERIOR FIBER CEMENT WALL @ @ 1" HORIZONTAL HAT CHANNEL PARAPET PARAPET 1" VERTICAL Z-CHANNEL

SHIM CURTAIN WALL ASSEMBLY

2-A811

EXTERIOR

FLASHING GALVBACK STEELPAN BACK PAN GALV STEEL

2-A810

COLD FORMED METAL FRAMING

SCALE: 3" = 1'-0" 2-A8102-A810SCALE: 3" = 1'-0" STL METAL SS STLSS METAL WINDOW SURROUND WINDOW SURROUND BEYOND, SEE ELEV BEYOND, SEE ELEV FOR LOCATIONS FOR LOCATIONS

RIVET FASTENER MINERAL WOOL INSULATION MINERAL WOOL INSULATION

BACKER ROD AND SEALANT

SCALE: 3" = 1'-0"

BATT INSULATION

VARIES

1"3"

LACCD PROJECTBUILDER NAME

Los Angeles Valley College Los Angeles Valley College 5800 Fulton Avenue 5800 Fulton Avenue ACADEMIC BUILDING 2 & THEATER Valley CA 91401 Valley Glen,Glen, CA 91401 ARTS DEMO

GLAZING EXTERIOR EXTERIOR GLASS GLASS

VARIES

SCALE: 3" = 1'-0"

COATED 1/8" ALUM.SHADOW PLATE SHADOW 3 1/2" FIBERGLASS THERMAL CLIP COATED 1/8" ALUM. PLATE MINERAL WOOL INSULATION BID ALTERNATE: REMOVE 1/8" BOX. BIDBOX. ALTERNATE: REMOVE 1/8" D PLATE ALUM.SHADOW PLATE SHADOW BOXBACK AND PAN ALUM. BOXSTEEL AND GALV PROVIDE OPACI-COAT 300 HIGH PROVIDE OPACI-COAT 300 HIGH COLD FORMED METAL FRAMING PERFORMANCE COATING ONINTERIOR PERFORMANCE COATING ON GLAZING GLAZING FIBER CEMENT PANEL

CURTAIN WALL SILL @ LANDSCAPE

2-A811

TAPERED ROOF INSULATION TAPERED ROOF INSULATION

1/2" MINERAL WOOL INSULATION EXTERIOR FIBER3CEMENT WALL @ 5/8" EXTERIOR SHEATHING BOARD PARAPET

2-A810 SS STL METAL WINDOW SURROUND BEYOND, SEE ELEV FOR LOCATIONS

SEALANT AND BACKER PANEL ATTACHMENT CLIP METAL METAL PANEL ATTACHMENT CLIP ROD EXTERIOR GLASS 3 1/2" MINERAL WOOL INSULATION SS STL METAL FLASHING SS STL METAL FLASHING COATED 1/8" ALUM. PLATE SHADOW 5/8" EXTERIOR SHEATHING BOARD BOX. BID ALTERNATE: REMOVE 1/8" CURTAIN WALL ASSEMBLY CURTAIN WALL ASSEMBLY ALUM. PLATE SHADOW BOX AND COLD FORMED METAL FRAMING PROVIDE OPACI-COAT 300 HIGH SEALANT AND BACKER RODON SEALANT AND BACKER ROD PERFORMANCE COATING

ROOFING ROOFING COVERCOVER BOARDBOARD METAL BRACKET W/ THERMASTOP

LINE OF EDGE OF SLAB AT WALL ON EITHER SIDE OF WINDOW OPENING

5 1/2"

RIVET FASTENER

ACADEMIC BUILDIN ARTS D

Los AngelesINCREM Community Colleg LACCD PROJECT NUM District Angeles 08V85 Los Los Angeles Los Angeles Valley College Community College Community 5800 FultonCollege Avenue District District Valley Glen, CA 91401

AGENCY APPROVAL SS STL METAL FLASHING CONCRETE SLAB ON METAL DECK 5/8" EXTERIOR SHEATHING 5/8" EXTERIOR SHEATHING BOARDBOARD CURTAIN WALL ASSEMBLY METAL METAL PANEL PANEL

SBS MODIFIED ROOFING SBS MODIFIED ROOFING

1/2"

TAPERED ROOF INSULATION FLUID-APPLIED MEMBRANE AIR BARRIER FLUID-APPLIED MEMBRANE AIR BARRIER FIBER CEMENT PANEL

EDGE OF SLAB 1"

CLIENT

DEFLECTION FRAMING CLIP 5/8" EXTERIOR SHEATHING BOARD BATT INSULATION METAL PANEL 5/8" EXTERIOR SHEATHING BOARD CLIENT CLIENT METAL PANEL ATTACHMENT CLIP COLD FORMED METAL FRAMING

1" VERTICAL Z-CHANNEL 1" VERTICAL Z-CHANNEL ROOFING COVER BOARD

CONTINUE RIGID INSULATION BELOW GRADE TO COVER THE ENTIRE SLAB EDGE, TERMINATE INSULATION AT T.O. FOOTING WHERE IT OCCURS.

SHIM RIVET FASTENER RIVET FASTENER CURTAIN WALL ASSEMBLY FLASHING FLASHING SS STL METAL 1" VERTICAL Z-CHANNEL WINDOW SURROUND, BACKER ROD AND SEALANT 3 1/2" MINERAL WOOL INSULATION BACKER ROD AND SEALANT SEE ELEV FOR LOCATIONS SHIM W/ SHIM GLASS FLUID-APPLIED MEMBRANE AIR BARRIER ALUMINUM FRAME CURTAIN WALL ASSEMBLY CURTAIN WALL ASSEMBLY 5/8" EXTERIOR SHEATHING BOARD COATED 1/8" ALUM. PLATE SHADOW BOX. BID STLREMOVE METAL 1/8" SSALTERNATE: STLSS METAL COLD FORMED METAL FRAMING ALUM. PLATE SHADOW BOX AND WINDOW SURROUND, WINDOW SURROUND, PROVIDE OPACI-COAT 300 HIGH SEE ELEV FOR LOCATIONS SEE ELEV FOR LOCATIONS PERFORMANCE COATING ON W/ GLASS GLASS W/ GLAZING 1" HORIZONTAL HAT CHANNEL ALUMINUM ALUMINUM FRAMEFRAME

ALIGN

LACCD PROJECT NAM

3 1/2" FIBERGLASS THERMAL CLIP

3 1/2" FIBERGLASS THERMAL 3 1/2" FIBERGLASS THERMAL CLIP CLIP SBS MODIFIED ROOFING

DAMP PROOFING

Los Angeles V 5800 Fulton Valley Glen,

1" HORIZONTAL HAT CHANNEL

1" HORIZONTAL HATMEMBRANE CHANNEL AIR BARRIER FLUID-APPLIED 1" HORIZONTAL HAT4CHANNEL

CEMENT BASED WATER PROOF COATING ON RIGID INSULATION

FLASHING COLD FRAMING COLD FORMED METAL METAL FRAMING D FORMED FIBER CEMENT FIBER PANEL PANEL BACKER ROD AND CEMENT SEALANT

METAL BRACKET W/ THERMASTOP COLD FORMED METAL FRAMING

COLD FORMED FRAMING COLD FORMED METAL METAL FRAMING

1"INSULATION VERTICAL Z-CHANNEL BATT BATT INSULATION

FINISH GRADE

5/8" EXTERIOR SHEATHING BOARD

1" VERTICAL Z-CHANNEL

VARIES

FIBER CEMENT PANEL 1" HORIZONTAL HAT CHANNEL 1" HORIZONTAL HAT CHANNEL DETAIL A 3 1/2" FIBERGLASS THERMAL CLIP 3 1/2" FIBERGLASS THERMAL CLIP FASTENER RIVET

AGENCY APPROVAL AGENCY APPROVAL

3 1/2" MINERAL WOOL INSULATION 3 1/2" MINERAL WOOL INSULATION 3 1/2" MINERAL WOOL INSULATION FLUID-APPLIED MEMBRANE AIR BARRIER 5/8" EXTERIOR SHEATHING 5/8" EXTERIOR SHEATHING BOARDBOARD

3 1/2" FIBERGLASS THERMAL CLIP COLD FORMED METAL FRAMING COLD FORMED METAL FRAMING

S.S. MTL PAN FLASHING, TURN UP 1/2" UNDER SILL AND AT JAMBS

Los A Comm Distri

FIBER CEMENT PANEL 3 1/2" MINERAL WOOLRIVET INSULATION FASTENER

5/8" EXTERIOR SHEATHING BOARD 5/8" EXTERIOR SHEATHING BOARD 1" HORIZONTAL HAT CHANNEL

3 1/2" MINERAL WOOL INSULATION 3 1/2" MINERAL WOOL INSULATION

SEALANT AND BACKER ROD, TYP

LEVEL 1

5/8" EXTERIOR SHEATHING BOARD 5/8" EXTERIOR SHEATHING BOARD 3 1/2" FIBERGLASS THERMAL CLIP

SHIM

3 1/2" MINERAL WOOL INSULATION FIBER CEMENT FIBER CEMENT PANEL PANEL 5/8" EXTERIOR SHEATHING BOARD RIVET FASTENER RIVET FASTENER COLD FORMED METAL FRAMING BRACKET W/ THERMASTOP METAL METAL BRACKET W/ THERMASTOP BATT INSULATION

CURTAIN WALL ASSEMBLY

1" VERTICAL Z-CHANNEL 1" VERTICAL Z-CHANNEL COLD FORMED METAL FRAMING

METAL BRACKET W/ THERMASTOP

GALV STEEL BACK PAN

5/8" EXTERIOR SHEATHING BOARD

RIVET FASTENER

MINERAL WOOL INSULATION

FLUID-APPLIED MEMBRANE AIR BARRIER

CURTAIN WALL @ ALUMINUM COMPOSITE METAL PANEL CLADDING

ALIGN ALIGN

(6" MIN)

1" VERTICAL Z-CHANNEL

3 1/2" MINERAL WOOL INSULATION

FIBER CEMENT PANEL

VARIES

INTERIOR

SHEET NUMBER SHEET NUMBER

DETAIL A - PLAN VIEW 5 1/2"

EDGE OF SLAB AT EXTERIOR WALL

INTERIOR

EXTERIOR GLASS

EXTERIOR LINE OF WALL RETURN, BEYOND

EDGE OF SLAB AT WINDOW

COATED 1/8" ALUM. PLATE SHADOW BOX. BID ALTERNATE: REMOVE 1/8" ALUM. PLATE SHADOW BOX AND PROVIDE OPACI-COAT 300 HIGH PERFORMANCE COATING ON GLAZING

ACADEMIC BUILDING 2 EXTERIOR

1" VERTICAL Z-CHANNEL

MINERAL WOOL INSULATION

INTERIOR

RIVET FASTENER SEALANT AND BACKER ROD

S.S. MTL PAN FLASHING, TURN UP 1/2" UNDER SILL AND AT JAMBS

DETAIL A

1" VERTICAL Z-CHANNEL

FINISH GRADE

SLOPE

SHIM LINE OF WALL RETURN, BEYOND

DAMP PROOFING

AND BACKER ROD, TYP COATED 1/8" ALUM.SEALANT PLATE SHADOW BOX. BID ALTERNATE: REMOVE 1/8" LEVEL 1 ALUM. PLATE SHADOW BOX AND PROVIDE OPACI-COAT 300 HIGH PERFORMANCE COATING ON PAN FLASHING, TURN UP 1/2" S.S. MTL GLAZING UNDER SILL AND AT JAMBS

CEMENT BASED WATER PROOF COATING CURTAIN WALL ASSEMBLY ON RIGID INSULATION SHIM

DAMP PROOFING SEALANT AND BACKER ROD, TYP 2" MIN.

CAST IN PLACE CONCRETE SLAB ON METAL DECK

EDGE OF SLAB EXTERIOR LINE OF EDGE OF SLAB AT WALL ON EITHER SIDE OF WINDOW OPENING CEMENT PLASTER AND LATH OVER 1" VERTICAL Z-CHANNELS ON 3 1/2" FIBERGLASS CLIPS FASTENED TO MTL STUDS.

5 1/2"

CURTAIN WALL SILL @ LANDSCAPE

EXTERIOR

4" MIN.

IT OCCURS, CEMENT PLASTERWHERE AND LATH OVER 1" CONTINUOUS 1" SS STL REVEAL (SEE EXTERIOR VERTICAL Z-CHANNELS ON 3 1/2" ELEVATIONS) FIBERGLASS CLIPS FASTENED TO MTL STUDS. INSECT SCREEN WRAPPED AROUND BOTTOM OF MINERAL WOOL INSULATION MTL STUD WALL FRAMING W/ BATT

6 1/2"

INTERIOR

FLUID APPLIED AIR AND MOISTURE BARRIER ON EXTERIOR SHEATHING

6 1/2"

LEVEL 1

2-A811

COATING. WHERE EXPOSED FINISH EDGE OF SLAB WITH ACRYLIC BASED COATING COLOR MATCHED TO CEMENT PLASTER

FINISH GRADE

LEVEL 1

DAMP PROOFING

2-A811

CONTINUE RIGID INSULATION BELOW EXTERIOR CEMENT PLASTER WALL @ GRADE TO COVER THE ENTIRE SLAB EDGE, TERMINATE INSULATION AT T.O. FOOTING LANDSCAPE WHERE IT OCCURS.

SCALE: 3" = 1'-0"

EDGE OF SLAB 9/2/2021 9:23:38 AM

BIM 360://161-20012 LACCD LAVC AB2/08V853-A-Bldg.rvt

EXTERIOR

9/2/2021 9:23:38 AM

SCALE: 3" = 1'-0"

CLIPS

CURTAIN WALL HEADER @ METAL PANEL SOFFIT

2-A811

SCALE: 3" = 1'-0"

INTERIOR

BACKER ROD AND SEALANT, TYP

c 2020 LACCD Rev. 4

9/2/2021 9:23:38 AM

RIVET FASTENER BATT INSULATION

METAL PANEL

SCALE: 3" = 1'-0"

2-A811

EXTERIOR FIBER CEMENT WALL BASE @ DETAIL A METAL PANEL SOFFIT

FIBER CEMENT PANEL

c 2020 LACCD Rev. 4

INTERIOR

2-A811 1

STOREFRONT FRAMING

GALV STEEL BACK PAN

837 N Spring St, Third Floor Los Angeles, CA 90012-2323 COATED 1/8" ALUM. PLATE SHADOW Phone 323 475 807BOX. BID ALTERNATE: REMOVE 1/8"

EXTERIOR

2-A811

EXTERIOR FIBER CEMENT WALL BASE @ METAL PANEL SOFFIT SCALE: 3" = 1'-0"

2-A811

SCALE: 3" = 1'-0"

ISSUE

PERFORMANCE COATING ON GLAZING DEFLECTION FRAMING CLIP STOREFRONT FRAMING

WINDOW HEAD @ CEMENT PLASTER 3 CAST IN PLACE CONCRETE SLAB ON GLAZING, SEE GLAZING SCHEDULE AND

GALV STEEL BACK PAN

CURTAIN WALL ASSEMBLY SEALANT AND BACKER ROD

5/8" EXTERIOR SHEATHING BOARD COATED 1/8" ALUM. PLATE SHADOW BOX. BID ALTERNATE: REMOVE 1/8" BATT INSULATION ALUM. PLATE SHADOW BOX AND PROVIDE OPACI-COAT 300 HIGH PERFORMANCECOLD COATING ON GLAZING FORMED METAL FRAMING

MINERAL WOOL WINDOW HEAD @ INSULATION CEMENT PLASTER

5/8" EXTERIOR SHEATING BOARD BATT INSULATION

RIVET FASTENER

COLD FORMED METAL FRAMING METAL BRACKET W/ THERMASTOP METAL PANEL ATTACHMENT CLIP

INTERIOR

02.15.21 50% DD 12.02.20 100% SD STATE SUBMITTAL KEY PLAN 11.17.20 95% SD MARK DATE DESCRIPTION DESIGNER PROJ. NO.

AGENCY A KEY PLAN

SEE PLAN

EXTERIOR GLASS CURTAIN WALL ASSEMBLY

SEALANT AND BACKER ROD SS STL SHEET METAL SILL SLOPE

REFER TO EXTERIOR SHEET TITLE ELEVATION

161-20012

DRAWN BY: Author CHECKED BY: Checker SCALE: 3" = 1'-0"

EXTERIOR DETAILS RIVET FASTENER

BATT INSULATION

2-A811

METAL BRACKET W/ THERMASTOP

SHEET NUMBER

1" VERTICAL Z-CHANNEL

CURTAIN WALL SILL @ ENTRY CANOPY SHEET TITLE

2-A811

3 1/2" MINERAL WOOL INSULATION

FLUID-APPLIED MEMBRANE AIR BARRIER

SCALE: 3" = 1'-0"

EXTERIOR DETAILS

1" HORIZONTAL HAT CHANNEL

Los A 5 Va

LACCD PR

3 1/2" FIBERGLASS THERMAL CLIP

LEVEL 1

ACADEM DEFLECTION FRAMING CLIP

FLUID-APPLIED MEMBRANE AIR BARRIER S.S. MTL PAN FLASHING, TURN UP 1/2" UNDER SILL AND AT JAMBS 5/8" EXTERIOR SHEATING BOARD

CLIENT

FIBER CEMENT PANEL

KEY PLAN

CURTAIN WALL ASSEMBLY

BATT INSULATION

SHEET NUMBER

CURTAIN WALL SILL @ ENTRY CANOPY

SHEET TITLE

BATT INSULATION

DAMP PROOFING

5/8" EXTERIOR SHEATHING BOARD

2-A811

COLD FORMED METAL FRAMING

LACCD PR

CONCRETE SLAB ON METAL DECK

EXTERIOR DETAILS

CONTINUE RIGID INSULATION BELOW GRADE TO COVER THE ENTIRE SLAB EDGE, TERMINATE INSULATION AT T.O. FOOTING WHERE IT OCCURS.

BUILDER

SHEET NUMBER

CURTAIN WALL SILL @ ENTRY CANOPY 5

2-A811

EXTERIOR FIBER CEMENT WALL @ DEEP WINDOW SILL SCALE: 3" = 1'-0"

DESIGN C

SCALE: 3" = 1'-0"

CAST IN PLACE CONCRETE SLAB ON METAL DECK

EXTERIOR CEMENT PLASTER AND LATH OVER 1" VERTICAL Z-CHANNELS ON 3 1/2" FIBERGLASS CLIPS FASTENED TO MTL STUDS. MTL STUD WALL FRAMING W/ BATT INSULATION

161-20012

DRAWN BY: Author CHECKED BY: Checker 6 SCALE: 3" = 1'-0"

METAL PANEL

SS STL METAL FLASHING SCALE: 3" = 1'-0"

2-A811

DRAWN BY: Author 10.12.21 95% CD CHECKED BY: Checker 07.23.21 50% CD SCALE: 3" = 1'-0" 05.13.21 100% DD

FIBER CEMENT PANEL

COATED 1/8" ALUM. PLATE SHADOW BOX. BID ALTERNATE: REMOVE 1/8" GALV STEEL BACK PAN ALUM. PLATE SHADOW BOX AND EXTERIOR GLASS PROVIDE OPACI-COAT 300 HIGH FLUID-APPLIED MEMBRANE AIR BARRIER PERFORMANCE COATING ON CURTAIN WALL ASSEMBLY GLAZING 5/8" EXTERIOR SEALANT AND BACKER RODSHEATING BOARD MINERAL WOOL INSULATION

DESIGNER PROJ. NO.

METAL PANEL

FLUID-APPLIED MEMBRANE AIR BARRIER 4"

95% CD 50% CD 5 100% DD 50% DD 100% SD STATE SUBMITTAL 95% SD DESCRIPTION

SS STL METAL FLASHING

METAL PANEL ATTACHMENT CLIP

1 1/4"

ISSUE

EXTERIOR GLASS

GALV STEEL BACK PAN 1 1/4" 4"

COATED 1/8" ALUM. PLATE SHADOW BOX. BID ALTERNATE: REMOVE 1/8" ALUM. PLATE SHADOW BOX AND PROVIDE OPACI-COAT 300 HIGH PERFORMANCE COATING ON GLAZING

95% CD 50% CD 100% DD 50% DD 100% SD STATE SUBMITTAL 95% SD DESCRIPTION

DESIGNER PROJ. NO. 10.12.21 07.23.21 05.13.21 02.15.21 12.02.20 11.17.20 MARK DATE

MINERAL WOOL INSULATION

METAL DECK WINDOW TYPES

SCALE: 3" = 1'-0"

1 1/4"

COATED 1/8" ALUM. PLATE SHADOW BOX. BID ALTERNATE: REMOVE 1/8" ALUM. PLATE SHADOW BOX AND PROVIDE OPACI-COAT 300 HIGH PERFORMANCE COATING ON GLAZING

LINE OF EDGE OF SLAB AT WALL ON EITHER SIDE OF 2-A811 SCALE: 3" = 1'-0" WINDOW OPENING

CURTAIN WALL SILL @ LANDSCAPE

10.12.21 07.23.21 05.13.21 02.15.21 12.02.20 11.17.20 MARK DATE

WINDOW HEAD @ CEMENT PLASTER

EDGE OF SLAB

5 1/2"

ALUM. PLATE SHADOW BOX AND PROVIDE OPACI-COAT 300 HIGH PERFORMANCE COATING ON GLAZING

REGISTRATION STAMP

CEMENT BASED WATER PROOF COATING SCALE: 3" = 1'-0" 2-A811 ON RIGID INSULATION COLD FORMED METAL FRAMING

METAL BRACKET W/ THERMASTOP

ISSUE

MINERAL WOOL INSULATION

FINISH GRADE

RIVET FASTENER

SCALE: 3" = 1'-0"

COLD FORMED METAL PANEL METAL FRAMING SHIM METAL PANEL ATTACHMENT CLIP 3 METAL BRACKET W/ THERMASTOP SEALANT AND BACKER ROD, TYP

METAL PANEL

2-A811

METAL PANEL ATTACHMENT CLIP

WINDOW JAMB @ CEMENT PLASTER

REGISTRATION STAMP

GLAZING, SEE GLAZING SCHEDULE AND WINDOW TYPES

GALV STEEL BACK PAN CEMENT PLASTER, SEE RCP SCHEDULE VERTICAL GIRT BACKER ROD AND SEALANT, TYP COATED 1/8" ALUM. PLATE SHADOW 3 1/2" MINERAL WOOL INSULATION BOX. BID ALTERNATE: REMOVE 1/8" EXTERIOR ANCHOR STOREFRONT FRAMING W/ PLATE SHADOW BOX AND FASTENERS @ FLUID-APPLIED 24"ALUM. O.C.TO Z-CLIP MEMBRANE AIR BARRIER PROVIDE OPACI-COAT 300 HIGH

EXTERIOR FIBER CEMENT WALL BASE @ FIBER CEMENT PANEL 5/8" EXTERIOR SHEATHING BOARD METAL PANEL SOFFIT GALV STEEL BACK PAN

METAL PANEL ATTACHMENT CLIP

FIBERGLASS CLIP GLAZING, SEE GLAZING SCHEDULE AND WINDOW TYPES HAT CHANNEL

EXTERIOR

FASTENERS @ 24" O.C.TO Z-CLIP

COLD FORMED METAL FRAMING

MTL STUD WALL FRAMING W/ BATT INSULATION

MINERAL WOOL INSULATION

SCALE: 3" = 1'-0"

Phone ANCHOR 323 475 807 STOREFRONT FRAMING W/

INTERIOR

EXTERIOR SOFFIT MTL FRAMING

MOISTURE BARRIER STOREFRONT FRAMING

SCALE: 3" = 1'-0"

3 1/2" MINERAL WOOL INSULATION

AIR AND MOISTURE BARRIER ON EXTERIOR SHEATHING

BACKER ROD AND SEALANT,2-A811 TYP

EDGE OF SLAB WINDOW CAST IN PLACE CONCRETE SLABAT ON 2-A811 SCALE: 3" = 1'-0" METAL DECK GALV STEEL BACK PAN AIR AND MOISTURE BARRIER ON EXTERIOR SHEATHING LINE OF BELOW GRADE RIGID EXTERIOR GLASS INSULATION CURTAIN WALL ASSEMBLY MTL STUD WALL FRAMING W/ BATT INSULATION SEALANT COATED 1/8" ALUM. PLATE SHADOWAND BACKER ROD VERTICAL GIRT BOX. BID ALTERNATE: REMOVE 1/8" 5/8" EXTERIOR SHEATHING BOARD ALUM. PLATE SHADOW BOX AND DETAIL A - PLAN VIEW 3 1/2" MINERAL WOOL INSULATION PROVIDE OPACI-COAT 300 SS HIGH STL METAL FLASHING BATT INSULATION PERFORMANCE COATING ON FLUID-APPLIED MEMBRANE AIR BARRIER GLAZING EXTERIOR METAL PANEL COLD FORMED METAL FRAMING DEFLECTION FRAMING CLIP LINE OF WALL RETURN, BEYOND METAL PANEL ATTACHMENT CLIP MINERAL WOOL INSULATION

WINDOW JAMB @ CEMENT PLASTER

2-A811

3 1/2" CONTINUOUS MINERAL WOOL INSULATION

INTERIOR

2-A811

DEFLECTION FRAMING CLIP

STOREFRONT OR CURTAINWALL FRAMING PER WINDOW SCHEDULE

3 1/2" CONTINUOUS MINERAL WOOL EDGE OF SLAB AT FLUID-APPLIED MEMBRANE AIR BARRIER INSULATION EXTERIOR WALL

INTERIOR

CEMENT PLASTER, SEE RCP SCHEDULE 837 N Spring St, Third Floor

BACKER ROD AND SEALANT, TYP DESIGN CONSULTANT Los Angeles, CA 90012-2323

MINERAL WOOL ANCHOR STOREFRONT FRAMING W/ FASTENERS @ 24" O.C.TO Z-CLIP 5/8" EXTERIOR SHEATHING BOARD

INTERIOR

CAST IN PLACE CONCRETE SLAB ON METAL DECK

MTL STUD WALL FRAMING W/ BATT INSULATION Z-CHANNELS FASTENED TO MTL STUD FRAMING THROUGH 3 1/2" FIBERGLASS CLIPS

EXTERIOR SOFFIT MTL FRAMING

CURTAIN WALL ASSEMBLY

CURTAIN WALL HEADER @ METAL PANEL SOFFIT

ALUM. PLATE SHADOW BOX AND CEMENT AND LATHE ON 1" PROVIDE OPACI-COAT 300PLASTER HIGH VERTICALON Z-CHANNELS PERFORMANCE COATING WIDTH OF WINDOW OPENING GLAZING

CEMENT PLASTER AND LATHE ON 1" BARRIER ON AIR AND MOISTURE VERTICAL Z-CHANNELS EXTERIOR SHEATHING

STOREFRONT OR CURTAINWALL FRAMING PER WINDOW SCHEDULE

EXTERIOR GLASS

REGISTRATION STAMP

HAT CHANNEL

MTL WALL STUD FRAMING

SEALANT AND BACKER ROD

GLAZING

5/8" GYPSUM BOARD, SEE FINISH SCHED

837 N Spring St, Third Floor Los Angeles, CA 90012-2323 Phone 323 475 807

MINERAL WOOL 5/8" EXTERIOR SHEATHING BOARD

BOX. BID ALTERNATE: REMOVE 1/8" FIBERGLASS CLIP ALUM. PLATE SHADOW BOX AND PROVIDE OPACI-COAT 300 HIGH HAT CHANNEL PERFORMANCE COATINGMTL ON WALL STUD FRAMING

5/8" GYPSUM BOARD, SEE FINISH SCHED

ALIGN

EXTERIOR

ALIGN

METAL PANEL

MINERAL WOOL 5/8" GYPSUM BOARD, SEE FINISH SCHED 5/8" EXTERIOR SHEATHING BOARD EXTERIOR GLASS MOISTURE BARRIER COATED 1/8" ALUM. PLATE SHADOW

MINERAL WOOL INSULATION Z-CHANNELS FASTENED TO MTL STUD VERTICAL GIRT GALV STEEL BACK PAN FRAMING THROUGH 3 1/2" FIBERGLASS

c 2020 LACCD Rev. 4

BIM 360://161-20012 LACCD LAVC AB2/08V853-A-Bldg.rvt

SCALE: 3" = 1'-0"

6 1/2"

EXTERIOR GLASS CURTAIN WALL HEADER @ METAL PANEL COATED 1/8" ALUM. PLATE SHADOW EXTERIOR 1 SOFFIT BOX. BID ALTERNATE: REMOVE 1/8"

STOREFRONT OR CURTAINWALL FRAMING PER WINDOW SCHEDULE Z-CHANNELS FASTENED TO MTL STUD FRAMING THROUGH 3 1/2" FIBERGLASS A CLIPS BACKER ROD AND SEALANT, TYP 3 1/2" CONTINUOUS MINERAL WOOL INSULATION

EXTERIOR CEMENT PLASTER WALL @ LANDSCAPE

METAL PANEL ATTACHMENT CLIP

SCALE: 3" = 1'-0"

CURTAIN WALL ASSEMBLY

SCALE: 3" = 1'-0"

2-A811

CEMENT PLASTER AND LATHE ON 1" VERTICAL Z-CHANNELS

ALIGN

3" 1" EXTERIOR CEMENT PLASTER WALL @ 6 1/2" LANDSCAPE

CONTINUE RIGID INSULATION BELOW MTL CLOSURE PLATE W/ DRIP EDGE GRADE TO COVER THE ENTIRE SLAB EDGE, TERMINATE AT T.O. FOOTING 3" RIGID INSULATION COATEDINSULATION WITH WHERE IT OCCURS. CEMENT BASED WATERPROOF

DESIGN CONSULTANT

MINERAL WOOL INSULATION CEMENT PLASTER, SEE RCP SCHEDULE GALV STEEL BACK PAN BACKER ROD AND SEALANT, TYP

COATED 1/8" ALUM. PLATE SHADOW BOX. BID ALTERNATE: REMOVE 1/8" ALUM. PLATE SHADOW BOX AND PROVIDE OPACI-COAT 300 HIGH PERFORMANCE COATING ON METAL PANEL ATTACHMENT CLIP GLAZING METAL PANEL MINERAL WOOL INSULATION SEALANT AND BACKER ROD GALV STEEL BACK PAN

BIM 360://161-20012 LACCD LAVC AB2/08V853-A-Bldg.rvt

6 1/2"

(6" MIN.)

CONCRETE CURB

6 3/4"

2-A811 BATT INSULATION

EXTERIOR SOFFIT MTL FRAMING

FIBERGLASS CLIP

BATT INSULATION METAL PANEL

EDGE OF SLAB

MTL WALL STUD FRAMING

08V853

MOISTURE BARRIER

LEVEL 1

WHERE IT OCCURS.

INSECT SCREEN WRAPPED AROUND DAMP PROOFING BOTTOM OF MINERAL WOOL INSULATION

INCREMENT 2 LACCD PROJECT NUMBER

CONCRETE SLAB ON METAL DECK

EXTERIOR FIBER CEMENT WALL @ DEEP WINDOW SILL

DESIGN CONSULTANT

BUILDER

BATT INSULATION

BUILDER

5/8" EXTERIOR SHEATHING BOARD CAST IN PLACE CONCRETE 3" RIGID INSULATION COATED WITH SLAB ON METAL DECK CEMENT BASED WATERPROOF COATING. WHERE EXPOSED FINISH COLD FORMED METAL FRAMING WITH ACRYLIC BASED COATING COLOR MATCHED TO CEMENT PLASTER

DAMP PROOFING

(6" MIN.)

WHERE IT OCCURS, CONTINUOUS 1" SS GRADE STL REVEAL (SEEFINISH EXTERIOR ELEVATIONS)

4" MIN.

CONCRETE CURB

6 3/4"

COLD FORMED METAL FRAMING

5/8" EXTERIOR SEALANT ANDSHEATHING BACKER ROD 1" CONTINUE RIGID INSULATION BELOW BOARD GRADE TO COVER THE ENTIRE SLAB EDGE, CURTAIN WALL ASSEMBLY TERMINATE INSULATION AT T.O. FOOTING

6 1/2"

MTL CLOSURE PLATE W/ DRIP EDGE 3 1/2" MINERAL WOOL INSULATION 3" RIGID INSULATION COATED WITH CEMENT BASED WATERPROOF COATING. WHERE EXPOSED FINISH FLUID APPLIED AIR AND MOISTURE WITH ACRYLIC BASED COATING COLOR BARRIER ON EXTERIOR SHEATHING MATCHED TO CEMENT PLASTER

BUILDER

ACADEMIC BUILDING 2 & THEATER ARTS DEMO

BATT INSULATION

SCALE: 3" = 1'-0"

METAL PANEL ATTACHMENT CLIP

INSULATION

CAST IN PLACE CONCRETE SLAB ON METAL DECK

FLUID APPLIED AIR AND MOISTURE BARRIER ON EXTERIOR SHEATHING

FINISH GRADE

08V853

3 1/2" FIBERGLASS THERMAL CLIP

COLD FORMED METAL FRAMING

EXTERIOR FIBER CEMENT WALL @ DEEP WINDOW SILL

MTL CLOSURE PLATE W/ DRIP EDGE

6 3/4"

CONCRETE CURB

3 1/2" MINERAL WOOL INSULATION

INSECT SCREEN WRAPPED AROUND BOTTOM OF MINERAL WOOL INSULATION

MTL STUD WALL FRAMING W/ BATT INSULATION

SCALE: 3" = 1'-0"

LACCD PROJECT NAME

1" HORIZONTAL HAT CHANNEL

SCALE: 3" = 1'-0"

5/8" EXTERIOR SHEATHING BOARD

WHERE IT OCCURS, CONTINUOUS 1" SS STL REVEAL (SEE EXTERIOR ELEVATIONS) 4" MIN.

INTERIOR

2-A811

MTL STUD WALL FRAMING W/ BATT INSULATION

(6" MIN.)

SCALE: 3" = 1'-0"

WINDOW SILL

5/8" EXTERIOR SHEATHING BOARD

CEMENT PLASTER AND LATH OVER 1" VERTICAL Z-CHANNELS ON 3 1/2" FIBERGLASS CLIPS FASTENED TO MTL STUDS.

CONTINUE RIGID INSULATION BELOW GRADE TO COVER THE ENTIRE SLAB EDGE, TERMINATE INSULATION AT T.O. FOOTING WHERE IT OCCURS.

LACCD PROJECT NUMBER

CONCRETE SLAB ON METAL DECK

Los Angeles Community College ACADEMIC BUILDING 2 & THEATER District ARTS DEMO

INCREMENT 2 Los Angeles Valley College 5800LACCD Fulton AvenueNUMBER PROJECT COLD FORMED METAL FRAMING FLUID-APPLIED MEMBRANE AIR BARRIER EXTERIOR FIBER CEMENT WALL @ DEEP Valley Glen, CA 91401 CONCRETE SLAB ON METAL DECK

DEFLECTION FRAMING CLIP

COLD FORMED METAL FRAMING

EXTERIOR

LINE OF EDGE OF SLAB AT WALL ON EITHER SIDE OF CEMENT BASED WATER PROOF COATING WINDOW OPENING ON RIGID INSULATION

CURTAIN WALL SILL @ LANDSCAPE

2-A811

SCALE: 3" = 1'-0"

DAMP PROOFING

2-A811

CURTAIN WALL SILL @ LANDSCAPE

INTERIOR

FINISH GRADE 5 1/2"

2-A811

CONTINUE RIGID 1 INSULATION BELOW LEVEL GRADE TO COVER THE ENTIRE SLAB EDGE, 2-A811 TERMINATE INSULATION AT T.O. FOOTING WHERETURN IT OCCURS. S.S. MTL PAN FLASHING, UP 1/2" UNDER SILL AND AT JAMBS EDGE OF SLAB

DETAIL A

5 1/2"

INCREMENT 2

5/8" EXTERIOR SHEATHING BOARD COLD FORMED METAL FRAMING

BATT INSULATION 1" VERTICAL Z-CHANNEL 5/8" EXTERIOR SHEATHING BOARD 3 1/2" MINERAL WOOL INSULATION

2" MIN.

ACADEMIC BUILDING 2 & THEATER ARTS DEMO

LACCD PROJECT NAME

DEFLECTION FRAMING CLIP METAL BRACKET W/ THERMASTOP

LINE OF EDGE OF SLAB AT WALL ON EITHER SIDE OF WINDOW OPENING

5 1/2"

DETAIL A

DEFLECTION FRAMING CLIP

DEEP SET STORE FRONT WINDOWS @ FIBER CEMENT PANELS

EDGE OF SLAB

MINERAL WOOL INSULATION FINISH GRADE GALV STEEL BACK PAN

LACCD PROJECT NAME

3 1/2" FIBERGLASS THERMAL CLIP

Los Angeles Valley College 5800 Fulton Avenue Valley Glen, CA 91401

CLIENT

1" HORIZONTAL HAT CHANNEL FIBER CEMENT PANEL 3 1/2" FIBERGLASS THERMAL CLIP RIVET FASTENER

CONTINUE RIGID INSULATION BELOW GRADE TO COVER THE ENTIRE SLAB EDGE, TERMINATE INSULATION AT T.O. FOOTING WHERE IT OCCURS.

2" MIN.

1" HORIZONTAL HAT CHANNEL

Los Angeles Valley College 5800 Fulton Avenue Valley Glen, CA 91401

BATT INSULATION

FLUID-APPLIED MEMBRANE AIR BARRIER

FIBER CEMENT PANEL @ ALUMINUM COMPOSITE PANEL SOFFIT 3"

3 1/2"ELEVATION MINERAL WOOL INSULATION REFER TO EXTERIOR

CEMENT BASED WATER PROOF COATING ON RIGID INSULATION

CURTAIN WALL ASSEMBLY

EXTERIOR

METAL BRACKET W/ THERMASTOP

SS STL SHEET METAL SILL

GALV STEEL BACK PAN

DETAIL A - PLAN VIEW

Los Angeles Community College District

FIBER CEMENT PANEL

LEVEL 1 2" MIN.

EXTERIOR DETAILS

FLUID-APPLIED MEMBRANE AIR BARRIER

CURTAIN WALL ASSEMBLY

SEALANT AND BACKER ROD, TYP

BOX. BID ALTERNATE: REMOVE 1/8" ALUM. PLATE SHADOW BOX AND LINE OF BELOW GRADE RIGID PROVIDE OPACI-COAT 300 HIGH INSULATION PERFORMANCE COATING ON GLAZING

3 1/2" MINERAL WOOL INSULATION

CLIENT

REFER TO EXTERIOR ELEVATION

EXTERIOR GLASS

SHIM

LINE OF WALL RETURN, BEYOND

METAL BRACKET W/ THERMASTOP

SLOPE

CURTAIN WALL ASSEMBLY

EDGE OF SLAB AT WINDOW COATED 1/8" ALUM. PLATE SHADOW

RIVET FASTENER

SEALANT AND BACKER ROD SEE PLAN SS STL SHEET METAL SILL

GALV STEEL BACK PAN

EDGE OF SLAB AT EXTERIOR WALL

5 1/2"

INTERIOR

2-A811

FIBER CEMENT PANEL

MINERAL WOOL INSULATION

DETAIL A - PLAN VIEW

6 AGENCY APPROVAL

LOS ANGELES VALLEY COLLEGE LINE OF BELOW GRADE RIGID INSULATION

WIDTH OF WINDOW OPENING

Los Angeles Community College District

CURTAIN WALL ASSEMBLY

3 1/2" MINERAL WOOL INSULATION

COLD FORMED METAL FRAMING

MTL WALL STUD FRAMING EXTERIOR SOFFIT MTL FRAMING BATT INSULATION 5/8" EXTERIOR SHEATHING BOARD

MINERAL WOOL 5/8" EXTERIOR SHEATHING BOARD

837 N Los A P

LOS ANGELES VALLEY COLLEGE ACADEMIC BUILDING 2

SCHEMATIC DESIGN OPTIONS

OPTION 3 (SOUTHEAST)

OPTION 1 (SOUTHEAST)

OPTION 2 (SOUTHEAST)

LOS ANGELES VALLEY COLLEGE - ACADEMIC BUILDING 2

| EXTERIOR DESIGN | 03.19.2021

LOS ANGELES VALLEY COLLEGE ACADEMIC BUILDING 2

CUTTING ROOM FLOOR

EXTERIOR WRAPPER METAL PANEL

LEVEL 02 CLASSROOMS OFFICE SUITE COMPUTER LAB

LEVEL 01 CLASSROOMS TECH DEPARTMENT COMPUTER LAB

LAS VEGAS STADIUM

FOOTBALL / MULTI-PURPOSE STADIUM

RIVIERA SITE

TROPIC

MASTER PLAN SITE CONFIGURATION OPTIONS INFORMATION

BALI

RUSSELL ROAD SITE

This project is a proposal for a new Football / Multi-Purpose Stadium in Las Vegas, Nevada. Designer - Presentation diagram designs - 3D Modeling for presentation renderings EVENT LEVEL

MAIN CONCOURSE

FIELD CLUB

GA ENTRY

FIELD SUITES

VIP ENTRY

HOME LOCKER

CLUB

VISITOR & AUX LOCKER

PREMIER SUITES

VERTICAL CIRCULATION

RESTROOM / CONCESSION

VERTICAL CIRCULATION

LOADING DOCK

SUPPORT

RETRACTABLE FIELD

SUITES

VERTICAL CIRCULATION

RESTROOM / CONCESSION

SPONSOR DECK

MID-CONCOURSE

UPPER SUITE LEVEL

GA CIRCULATION

SUITES

RESTROOM / CONCESSION

VERTICAL CIRCULATION

PRESS BOXES

BROADCAST

SUITE EXPANSION

3 2

STADIUM PROGRAM CONFIGURATION STADIUM PLANNING | MAIN CONCOURSE

UPPER CONCOURSE

OVERALL BOWL

3 1 3

3 2

6 1

1 2

1 1

2 4

SPONSOR DECK

3 4

RESTROOM / CONCESSION VERTICAL CIRCULATION

5 4 5

1 2

STADIUM PLANNING | FIELD LEVEL

GA ENTRY CLUB

CLUB LEVEL

1 2

1 3

STADIUM PLANNING | CLUB LEVEL

STADIUM PLANNING | MID CONCOURSE

STADIUM PLANNING | UPPER SUITE LEVEL

STADIUM PLANNING | UPPER CONCOURSE

STADIUM PLANNING | OVERALL SEATING BOWL

LAS VEGAS STADIUM

FOOTBALL / MULTI-PURPOSE STADIUM

RIVIERA | SITE AERIAL CIRCULATION OVERVIEW

SITE SURROUNDING CONDITIONS & CIRCULATION SITE PLAN | TROPICANA SITE

SITE PROGRAM PER LEVEL

SITE PLAN | FIELD LEVEL CIRCULATION

SITE PLAN | MAIN LEVEL VEHICULAR CIRCULATION

SITE PLAN | MAIN LEVEL PEDESTRIAN CIRCULATION

SITE PLAN | MAIN LEVEL VEHICULAR CIRCULATION

SITE PLAN | CLUB LEVEL VEHICULAR CIRCULATION

SITE EVENT CONFIGURATION SITE PHASE 1

STADIUM PROGRAM CONFIGURATION SEATING BOWL DESIGN | UPPER ENDS

SEATING BOWL DESIGN | TRADITIONAL NFL BOWL

GAME DAY USE

SEATING BOWL DESIGN | SCOREBOARDS

SUPER BOWL

SEATING BOWL DESIGN | COMPLETE BOWL

MUSIC FESTIVAL

DESIGNING FOR REVENUE | SEAT TYPE LOCATIONS

SAN DIEGO STADIUM

MLS SOCCER & COLLEGIATE FOOTBALL

STADIUM | EXTERIOR VIEW

FLOOR PLAN | FIELD LEVEL

FIELD FLOOR PLAN | MAIN CONCOURSE

MAIN CONCOURSE RR

F&B

INFILL

RR RR

F&B RR RR ®

CLUB

INTERVIEW

INFILL VISITOR LOCKER ROOM

CLUB

AUX 1 AUX 2

CLUB

HOME CLUB SOCCER LOCKER ROOM

HOME SOCCER LOCKER ROOM

BAR

CLUB

VISTOR LOCKER ROOM

F&B

OFFICIALS & GREEN ROOM

INTERVIEW

STAGE

BOH

CORE

HOME FOOTBALL LOCKER ROOM BOH

CORE

OFFICE LOBBY

RETAIL

GREEN LOADING DOCK / STAGE ROOM MARSHALLING

FIRST AID

COMMISSARY

SDSU FOOTBALL LOCKER ROOM

INFILL

F&B

SAN DIEGO STADIUM

F&B RETAIL

OFFICIALS & FIRST AID

F&B F&B

F&B

OFFICE LOBBY

F&B

SAN DIEGO STADIUM 30’

SEPTEMBER 14, 2016

120’

F&B

CORE

10’ 0’

SEPTEMBER 14, 2016

RETAIL

OFFICE

HOME FOOTBALL LOCKER ROOM RR RR

CORE RETAIL

OFFICIALS & FIRST AID

STAGE RR

GREEN ROOM

BOH

LOADING DOCK / MARSHALLING

COMMISSARY

CORE

OFFICE OFFICE LOBBY LOBBY

BOH

INFILL

F&B

BOH

LOADING DOCK / MARSHALLING

COMMISSARY BOH

CORE OFFICE LOBBY

CORE

F&B F&B

OFFICE LOBBY

F&B

10’

N 0’

30’

120’50’ 0’

0’

500’

SAN DIEGO STADIUM

SITE | VEHICULAR +2016 PEDESTRIAN CIRCULATION/VIEW SEPTEMBER 14,

SITE | STADIUM ON SITE

VEHICULAR + PEDESTRIAN CIRCULATION SAN DIEGO STADIUM SEPTEMBER 14, 2016

100’

SAN DIEGO STADIUM

500’

SEPTEMBER 14, 2016

50’ 0’

100’

500’

Competition submission for a MLS Soccer team & a collegiate football team. Designer - In charge of developing all site diagrams

MASTER PLAN

SAN DIEGO STADIUM

50’ 0’

100’

500’

SEPTEMBER 14, 2016

50’ 0’

100’

500’

120’50’ 100’ 500’

SITE | PLAN

STADIUM ON SITE

N 50’ 0’

30’ 0’

100’

N 50’ 0’

100’

500’ 50’ 0’

100’

500’

ANTELOPE COLLEGE SAN DIEGO VALLEY STADIUM

SW MAIN CONCOURSE | FOOTBALL

STUDENT COMMONS BUILDING MLS SOCCER & COLLEGIATE FOOTBALL

STADIUM | EXTERIOR VIEW

FLOOR PLAN | UPPER BOWL & PRESS LEVEL PLAN | ROOF PLAN MEZZANINE UPPER BOWLFLOOR & PRESS

MEZZANINE

F&B

ROOF

INFILL

CLUB

HOME SOCCER LOCKER ROOM

CLUB

SW MAIN CONCOURSE | SOCCER

VISTOR LOCKER ROOM

SW MAIN CONCOURSE | FOOTBALL

BOH

CLUB

BOH

INFILL

STAGE

GREEN ROOM

HOME FOOTBALL LOCKER ROOM

F&B

OFFICIALS & FIRST AID

OFFICE LOBBY

RETAIL

BOH

F&B

OFFICE LOBBY

F&B

CLUB

F&B

CORE

CLUB

LOADING DOCK / MARSHALLING

COMMISSARY

HOME SOCCER LOCKER ROOM

PRESS

F&B

HOME SOCCER LOCKER ROOM

SAN DIEGO STADIUM

HOME SOCCER LOCKER ROOM

SEPTEMBER 14, 2016

RR 10’ 0’

30’

CLUB

VISTOR LOCKER ROOM

120’

HOME FOOTBALL LOCKER ROOM HOSPITALITY TERRACE

HOSPITALITY TERRACE CORE

GREEN ROOM

SCOREBOARD BOH

CORE

OFFICE OFFICE F&B LOBBY

RETAIL

F&B

INFILL

LOADING DOCK / MARSHALLING

COMMISSARY

CORE

OFFICE

OFFICIALS & FIRST AID

STAGE

OFFICE LOBBY

F&B

HOME FOOTBALL LOCKER ROOM

CORE RETAIL

OFFICE

BOH

INFILL GREEN ROOM

VISTOR LOCKER ROOM

BOH

INFILL

CLUB

VISTOR LOCKER ROOM

STAGE

OFFICIALS & FIRST AID

HOME FOOTBALL LOCKER ROOM

BOH CORE F&B

STAGE

GREEN ROOM

LOADING DOCK / MARSHALLING

COMMISSARY

CORE OFFICE OFFICE F&B LOBBY

BOH

CLUB

OFFICIALS & FIRST AID

COMMISSARY BOH

F&B

OFFICE LOBBY

RETAIL

SUITE | FOOTBALL

SW MAIN CONCOURSE | SOCCER

CORE

OFFICE LOBBY

LOADING DOCK / MARSHALLING

F&B

OFFICE LOBBY

F&B

SAN DIEGO STADIUM SEPTEMBER 14, 2016

STADIUM

SECTIONS | OVERALL SAN DIEGO STADIUM SEPTEMBER 14, 2016

SAN DIEGO STADIUM

10’

N 0’

30’

120’50’ 0’

SEPTEMBER 14, 2016

10’

N 0’

30’

120’50’ 0’

100’

0’

500’

30’

120’50’ 0’

100’ 500’

LONG SECTION LONG SECTION

MEETING ROOMS & CONFERENCE CENTER CONFERENCE LEVEL 98’ CANOPY 93’

OFFICES

CORE

OFFICES

SCOREBOARD

SUITE | SOCCER

SUITE | FOOTBALL

EXPANDED FOOTBALL SEATING

UPPER DECK 62’

GA SEATING

SAN DIEGO STADIUM

HOSPITALITY

SEPTEMBER 14, 2016 OFFICE LEVEL 42’

F&B MEZZANINE 34’ 6”

F&B CONCOURSE

CONCOURSE MAIN CONCOURSE 22’

ENDZONE GA SEATING

ENDZONE GA SEATING F&B

TUNNEL

COMMISSARY

F&B

MAIN CONCOURSE 22’

STAGE FIELD LEVEL 0’

FIELD LEVEL 0’

UPPER BOWL | FOOTBALL

CROSS SECTION CROSS SECTION

SUITE | SOCCER

SAN DIEGO STADIUM SEPTEMBER 14, 2016

CANOPY 93’

PRESS BOX PRESS BOX 80’

EXPANDED FOOTBALL SEATING

OFFICES

EXPANDED FOOTBALL SEATING

UPPER DECK 62’

GA SEATING

GA SEATING RESTROOM

F&B

MEZZANINE 34’ 6”

CLUB CONCOURSE

SUITE

SUITE CLUB SEATING

MAIN CONCOURSE 22’

FIELD CLUB FIELD LEVEL 0’

CORRIDOR

CONCOURSE

MAIN CONCOURSE 22’

CLUB SEATING TUNNEL

VISITORS LOCKER ROOM

HOME SOCCER LOCKER ROOM

PRACTICE FIELDS FIELD LEVEL 0’

UPPER BOWL | FOOTBALL

SAN DIEGO STADIUM SEPTEMBER 14, 2016

MEN'S RESTROOM OFFICE

BIOLA UNIVERSITY

UNIVERSITY FITNESS CENTER

WOMEN'S RESTROOM

CHASE GYM ATHLETICS RENOVATION: NORTH STORAGE

INTERIOR DETAILS

The renovation of BIOLA University Chase Gymnasium North and South wings is an effort to upgrade their athletic program facilities to meet the requirements necessary for their move up to NCAA Division II. The expansion of the weight room and relocation of the sports therapy room allow for the adjacency of training and recovery. The overhaul of the athletic locker rooms will give each sports team their own locker room equipped with showers.

NORTH: WEIGHT ROOM / SPORTS THERAPY

ICE

RECEPTION

OFFICE

135 SF

109 SF

CUBICLES ABOVE

ICE

EXAM ROOM 205 SF

TREATMENT (4)

STORAGE

201 SF

OFFICE 90 SF

TREATMENT (3)

WEIGHT ROOM

D/W

TRAINING ROOM

2336 SF

STORAGE

OFFICE (2 PERSONS)

TRAINING ROOM: TOTAL AREA 2,365 SF

WASHER/ DRYER

STORAGE CABINETS

OFFICE

142 SF

SPORT EQUIPMENT STORAGE

Project Lead / Designer - In charge of designing and documenting - Successfully obtained permit for construction

TRAINING ROOM: OPEN AREA 1,280 SF

100 SF

HYDRO THERAPY

HEAD OF SPORTS PERFORMANCE

211 SF

OFFICE 110 SF

OFFICE (2 PERSONS)

TAPING AREA (4)

110 SF

142 SF

OFFICE 72 SF

CHASE GYMNASIUM SOUTH - RENOVATION & EXPANSION TEAM LOCKERS & SHOWERS STORAGE

ELECTRICAL ROOM

VESTIBULE

GYM STORAGE 270 SF

STORAGE

OFFICE 111 SF

OFFICE

158 SF

OFFICE

111 SF

MAINTENANCE

ELEC. CLOSET

STORAGE

OFFICE

111 SF

175 SF

WOMEN'S RESTROOM

MEETING ROOM 343 SF

CONTROL BOOTH

BLEACHERS IN CLOSED POSITION BLEACHERS IN OPEN POSITION

GYMNASIUM

MEN'S RESTROOM

SCREEN/BOARD

SCALE: 1/8” = 1’-0”

BIOLA UNIVERSITY CHASE GYMNASIUM | GYMNASIUM, OFFICES & INSTRUCTIONAL AREAS

SEPTEMBER 26, 2018

WOMEN'S RESTROOM

SOUTH: WOMENS & MENS TEAM LOCKER BLEACHERS IN OPEN POSITION ADA BENCH

GYMNASIUM BLEACHERS IN CLOSED POSITION

UP UP

WOMEN'S VOLLEYBALL ADA BENCH DRYER

LAUNDRY

268 SF

410 SF

WASHER

ELEVATOR

DRYER

WASHER

WOMEN'S SHOWERS

GENERAL 38 LOCKERS

WOMEN'S RESTROOM

MARKER BOARD

ADA BENCH

FOLD

DRYER

LOFT STORAGE ABOVE

MEN'S SHOWERS

STAIR TO LOFT

491 SF 22 LOCKERS

GENERAL 38 LOCKERS

MEN'S RESTROOM

268 SF

258 SF

MARKER BOARD

ADA BENCH

WASHER

OFFICE 94 SF

MEN'S BASKETBALL

EQUIPMENT STORAGE LAUNDRY DROP-OFF

239 SF 17 LOCKERS

UNIFORM DROP-OFF

MARKER BOARD

ADA BENCH

OFFICE

434 SF 38 LOCKERS

462 SF

30 LOCKERS

MARKER BOARD

WOMEN'S LOCKER CIRCULATION

MEN'S LOCKER CIRCULATION

ADA BENCH

MARKER BOARD

WOMEN'S SWIMMING/ WATER POLO

ADA BENCH

OFFICE 95 SF

MEN'S CROSS COUNTRY/ TRACK & FIELD

ADA BENCH

MARKER BOARD

588 SF 43 LOCKERS

32 LOCKERS

MARKER BOARD

MEN'S BASEBALL

WOMEN'S SOCCER

473 SF

MARKER BOARD

282 SF 19 LOCKERS

WOMEN'S CROSS COUNTRY/TRACK & FIELD

95 SF

MEN'S SOCCER

WOMEN'S BASKETBALL

ADA BENCH

505 SF

389 SF 31 / 62 LOCKERS

GENDER NEUTRAL CHANGING ROOM 89 SF

AQUATIC OFFICE 68 SF

SWIMMING HEAD COACH OFFICE 89 SF

GENDER NEUTRAL CHANGING ROOM 89 SF

MEN'S SWIMMING/ WATER POLO

CUSTODIAL

33 LOCKERS

OFFICE 94 SF

353 SF

MECHANICAL

25 / 50 LOCKERS ADA BENCH MARKER BOARD

ADA BENCH

EXISTING FENCE

N SCALE: 1/8” = 1’-0”

BIOLA UNIVERSITY CHASE GYMNASIUM | GYMNASIUM, OFFICES & INSTRUCTIONAL AREAS

SEPTEMBER 26, 2018

P-02

PL-01 LEVEL 01 0' - 0"

23b

SEE ELEVATION FOR SCHED FINISH

SCALE: 1/4" = 1'-0"

PER PLAN

SCALE: 1/4" = 1'-0"

1 1/2".

ALIGN

LEVEL 01 0' - 0"

12 UPPER CABINET SCALE: 1 1/2" = 1'-0"

LEVEL 01 0' - 0"

STUD BOX FRAME ABOVE OPENING

10 GENERAL NOTES

SCALE: 1 1/2" = 1'-0"

LEVEL 01 0' - 0"

1.6

MATCH PAINT DATUM

COUNTERTOP AS SPECIFIED OVER 3/4" PLYWOOD

SCALE: 1/4" = 1'-0"

ALIGN

4" .O. COUNTER

SS-01

LEVEL 01 0' - 0"08

P-02

34" MAX

13 CUBBY SHELVES W/ CART STORAGE SCALE: 1 1/2" = 1'-0"

PL-01

 

PT-03 RB-01

SEE ELEV FOR SCHED FINISH

SEE3' ELEV - 0" PAINT DATUM ABOVE DOOR FRAME

PT-01

PL-01

IW-03

SCHED WALL PARTITION, REFER TO PLAN



PT-03 RB-01

SEE ELEV FOR SCHEDULED FIN

SCHEDULED 23b BASE

07 COUNTER W/ CABINET @ HALF HEIGHT WALL 01 BASE CABINET WITH SINK SCALE: 1 1/2" = 1'-0"

LEVEL 01

4" TYP.

OPEN TO BEYOND

9' - 0" MIN AFF

11' - 3" EQ EQ

BOTTOM OF LIGHT FIXTURES

PROVIDE (1) ADJ SHELF

PT-03 RB-01

PT-01

3' - 6"

3' - 1"

13 ________ ________ A5.900 28

EQ EQ EQ

01 ________ ________ A5.900

ALL EXPOSED INTERIOR SURFACES TO BE WHITE MELAMINE, UNO

4" TYP

12 ________ ________ A5.900

TOP OF CUBBY SURFACE

CART STORAGE

PT-01

MAX

34"

TYP 08 ________ ________ A5.700

SEE ELEV FOR FINISH

SCHED WALL PARTITION BEYOND

PT-01

PROVIDE 4" TAB PULL IN SATIN NICKEL FINISH OR EQUAL, TYP

ALIGN

STUD FRAMING

ALIGN

2' - 5"

SCALE: 1/4" = 1'-0"

PER PLAN

SPECIAL FINISH TAG

WEIGHT ROOM

HEAD OF SPORTS PERFORMANCE OFFICE

MEETING ROOM

WET ROOM

XXXX

BORROWED LITE TAG

DOOR TAG

Project Numbe

HYDRO THERAPY ROOMHEIGHT ELEVATION

005.304

DATUM GUIDE

ATHLETIC TRAINING CLINIC OFFICE

Date

A5.900

LEVEL 01

SCALE: 1 1/2" = 1'-0"

Project Name

CHASE GY

Description Description

EXAM ROOM

ENLARGE TRAINING

STORAGE

Scale

03/20/2019 CONSTRUCTION ISSUANCE PROGRESS OFFICE 1CONSTRUCTION (2 PERSON)ISSUANCE PROGRESS 03/28/2019 04/30/2019 CONSTRUCTION ISSUANCE OFFICE 2 (2 PERSON) 09/09/2019 ISSUE FOR PERMIT

NOT TO S

OFFICES (EXISTING) CHASE GYMNASIUM (EXISTING)

A3.1

FITNESS CENTER (EXISTING)

1 1/2".

SCALE: 1/4" = 1'-0"

3' - 0 1/4"

SCALE: 1/4" = 1'-0"

COUNTERTOP AS SPECIFIED OVER 3/4" PLYWOOD

07 HYDRO THERAPY ELEVATION - NORTH 03 TRAINING CLINIC ELEVATION - SOUTH 02 10 TRAINING ROOM ELEVATION - NORTH 02 06 TRAINING CLINIC ELEVATION - EAST 02 01 TRAINING CLINIC ELEVATION - NORTH 2

RAPY ELEVATION - EAST

WALL OR BASE FINISH TAG

ALL DIMENSIONS ARE MEASURED 5 28 FROM FINISH FACE TO FINISH FACE, UNO. MAINTAIN DIMENSIONS PROVIDE HEAVY USE 6 MARKED "CLEAR" AND ALLOW FOR COMMERCIAL GRADE SOFT 4 CLOSE CONCEALED HINGES AT THICKNESS OF FINISHES. 7 T&B IN BRUSHED STAINLESS 2. ALL 11 DIMENSIONS ARE TO BE 5 STEEL FINISH. PROVIDE MID VERIFIED IN FIELD. PT-01 8 HINGE AS REQUIRED 02 01 02 3. REFER TO SHEET A0.102 FOR ALL SEE ELEVATION FOR SCHED CORRESPONDING FINISH CODE 9 FINISH ANNOTATIONS. 4. ALL WALLS TO BE PAINTED PT-01, 10 E23a LEVEL 01 UNO. 1 12 0' - 0" 5. ALL BORROWED LITES TO BE GL-01, 11 UNO. 6. ALL PAINTED, INTERIOR DOORS, 12 FRAMES AND WINDOW FRAMES TO Seal13 / Signature LEVEL 01 BE PT-01, UNO. 0' -13 0" 7. ALL APPLIANCES DESIGNED TO BE 1 FIXED IN POSITION SHALL BE 14 SECURELY FASTENED IN PLACE PER BUILDING CODE REQUIREMENTS OF APPLICABLE MANUFACTURER COUNTERTOP AS SPECIFIED INSTALLATION REQUIREMENTS. 2 SCALE: 1/4" = 1'-0" SCRIBE TO WALLS ALL SIDES 8. ALL PARTITIONS TO BE TYPE A4 UNO. 9. INSTALL CORNER BEADS AT ALL EXPOSED WALLBOARD EDGES Project 3 10. Name INSTALL CASING BEADS WHENEVER CHASE WALLBOARDS, GYMNASIUM PLASTER, ETC ABUTS A DISIMILAR FINISH MATERIAL. PROVIDE 4" TAB PULL IN SATIN PROVIDE COLOR MATCH SEALANT. 1 NICKEL FINISH OR EQUAL 11. DOOR JAMB LOCATIONS SHALL BE 4" Project Number 8" FROM ADJ. WALL, UNO. 12. REPLACE DRYWALL WITH 5/8" 005.3047.181 CEMENT BACKER BOARD WHERE SEE ELEV FOR SCHED FIN DescriptionWALL TILE IS SPECIFIED. 28 ALL EXPOSED 29 INTERIOR 13. PROVIDE LEVEL 4 FINISH AT ALL SURFACES TO BE WHITE MILLWORK DETAILS GYPSUM BOARD SURFACES, UNO.   MELAMINE PROVIDE HEAVY USE  COMMERCIAL GRADE SOFT CLOSE CONCEALED HINGES AT T&B IN BRUSHED STAINLESS Scale STEEL FINISH. PROVIDE MID 1 1/2" = 1'-0" HINGE AS REQUIRED 28 14(1) ADJ SHELF PROVIDE

02 BASE CABINET WITH DOOR

4" TYP

4" TYP.

9' - 6" MIN AFF

26a

3' - 6"

3/4" WOOD SHELF

25a

SEE ELEVATION FOR FINISH

PT-03 RB-01

WALL FINISH TAG BASE FINISH TAG EXTENT OF FINISH TYP.

INTERIOR SURFACES TO BE WHITE MELAMINE

BOTTOM OF LIGHT FIXTURES

9' - 6" MIN AFF

PROVIDE HEAVY USE COMMERCIAL GRADE SOFT CLOSE CONCEALED HINGES IN BRUSHED STAINLESS STEEL FINISH. PROVIDE MID HINGE AS REQUIRED PROVIDE 4" TAB PULL IN SATIN NICKEL FINISH OR EQUAL IW-02

31a

XXXX XXXX

LEGENDXXXX

BOTTOM OF LIGHT FIXTURES

3".

PT-01 RB-02

TL-01

9' - 6" MIN AFF

BOTTOM OF LIGHT FIXTURES

IW-02

Seal / Signatur

XXXX

PROVIDE 4" TAB PULL IN SATIN NICKEL FINISH OR EQUAL TYP

PT-01

PROVIDE (2) ADJ SHELF

LEVEL 01 0' - 0" SCHED WALL PARTITION

EL 01 0' - 0"

WOOD PANEL FINISH 3/4"

PT-01 RB-02

OPEN TO BEYOND

LEGEND

SCHED BACK SPLASH, REFER TO ELEV

SEE ELEVATION FOR FINISH

WOOD PANEL FINISH BEYOND

LEVEL 01 0' - 0"

COUNTERTOP AS SPECIFIED SCRIBE TO WALLS ALL SIDES

PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED INTERIOR SURFACES TO BE WHITE MELAMINE UON

W-02

Description

03/20/2019 CONSTRUCTION ISSUANCE PROGRESS 04/30/2019 CONSTRUCTION ISSUANCE 1 09/09/2019 ISSUE FOR PERMIT

CLINIC-ELEVATION ELEVATION WEST - SOUTH 04 HYDRO THERAPY 02 TRAINING

Date

LEVEL 01 0' - 0"

SCALE: 1 1/2" = 1'-0"

STUD FRAMING

03/28/2019 04/30/2019 1 09/09/2019

PT-03 RB-01

PROVIDE HEAVY USE TL-03 COMMERCIAL GRADE SOFT CLOSE CONCEALED HINGES AT T&B IN BRUSHED STAINLESS STEEL FINISH. PROVIDE MID HINGE AS REQUIRED

03 BASE CABINET WITH DRAWER AND DOOR

UPPER CABINETS. REF TO ELEV

PROVIDE (1) ADJ SHELF TL-01 SEE ELEVATION FOR FINISH

LINE OF CLNG ABOVE, WHERE OCCURS

PROVIDE 4" TAB PULL IN SATIN NICKEL FINISH OR EQUAL TYP

ALIGN

LEVEL 01 0' - 0"

SEE ELEV

SS-01

PT-03 RB-01

ALL EXPOSED INTERIOR PT-01 SURFACES TO BE WHITE 28 MELAMINE UNO

1 1/2".

ALIGN

PL-01

SS-01

ALIGN

SCHED BACK SPLASH, REFER TO

4" TYP.

EQ EQ EQ

ALIGN

11' - 3" EQ EQ

LEVEL 01 0' - 0"

COUNTERTOP AS SPECIFIED SCRIBE TO WALLS ALL SIDES

SCALE: 1/4" = 1'-0"

PER PLAN

ROOM ELEVATION - NORTH ELEVATION - EAST TRAINING CLINIC ELEVATION -WEST 08 WET

SCALE: 1 1/2" = 1'-0"

SCALE: 1/4" = 1'-0"

9' - 0" MIN AFF

IW-03 E32a

SCALE: 1/4" = 1'-0"

WET ROOM ELEVATION ELEV - WEST

PT-01

3' - 6"

13 ________ ________ A5.900 28

3' - 0 1/4"

OPEN TO BEYOND

01 ________ ________ A5.900

PT-02 RB-02

LEVEL 01 0' - 0"

FIN FL

SEE ELEV

34" MAX 4" T.O.TYP. COUNTER

1 0"

12 ________ ________ A5.900

PT-03 RB-01

4" TYP.

OPEN

PT-01

PT-02 RB-02

34" MAX ALIGN 4" T.O. COUNTER TYP

SS-01

9' - 6" MIN AFF

PL-01

EQ BOTTOM OF LIGHT FIXTURES

MATCH PAINT DATUM

TYP 08 ________ ________ A5.700

PT-01

13' - 7 1/2"

SCALE: 1/4" = 1'-0"

4" TYP

13 ________ ________ A5.900

VESTIBULE ELEVATION - WEST

03 TRAINING CLINIC ELEVATION - SOUTH 02

BASE CABINET WITH DRAWERS

BOTTOM OF LIGHT FIXTURES

OUNTER ELEVATION - NORTH

ANNOTATIONS. ALL WALLS TO BE PAINTED PT-01, UNO. 5. ALL BORROWED LITES TO BE GL-01, UNO. 6. ALL PAINTED, INTERIOR DOORS, FRAMES AND WINDOW FRAMES TO BE PT-01, UNO. 13800 BIOLADESIGNED AVE. 7. ALL APPLIANCES TO BE FIXED IN CALIFORNIA POSITION SHALL90639 BE LA MIRADA, SECURELY FASTENED IN PLACE PER BUILDING CODE REQUIREMENTS OF APPLICABLE MANUFACTURER INSTALLATION REQUIREMENTS. 8. ALL PARTITIONS TO BE TYPE A4 UNO. 500 South Street CORNER BEADS Tel 213.327.3600 9. Figueroa INSTALL AT ALL Los Angeles, California 90071 WALLBOARD Fax EDGES 213.327.3601 EXPOSED United States 10. INSTALL CASING BEADS WHENEVER WALLBOARDS, PLASTER, ETC ABUTS A DISIMILAR FINISH MATERIAL. PROVIDE COLOR MATCH SEALANT. TK1SC Collaborative 1 11. DOOR JAMB LOCATIONS SHALL BE 4" MEP Engineer UNO. 15231 Laguna FROM CanyonADJ. Road,WALL, Suite 100 12. REPLACE DRYWALL WITH 5/8" Irvine, California 92618 CEMENT BACKER BOARD WHERE Telephone: 949.751.5800 WALL TILE IS SPECIFIED. Facsimile: 13. 949.751.5811 PROVIDE LEVEL 4 FINISH AT ALL GYPSUM BOARD SURFACES, UNO. 4.

3' - 0" PAINT DATUM ABOVE DOOR FRAME

LEVEL 01 0' - 0"

PL-01

4" TYP.

SCALE: 1/4" = 1'-0"

SEE ELEVATION FOR SCHED FINISH

SS-01

34" MAX

CHASE GYM ATHLETICS RENOVATION: NORTH 04

SCALE: 1/4" = 1'-0"

SS-01

T.O. COUNTER

HYDRO THERAPY ELEVATION - NORTH

LEVEL 01 0' - 0"

PT-03 PROVIDE HEAVY USE RB-01 COMMERCIAL GRADE SOFT CLOSE DRAWER HARDWARE

LEVEL 01 0' - 0"

10' - 8" MIN AFF

BOTTOM OF LIGHT FIXTURES

PL-01

LEVEL 01 0' - 0"

BIOLA UNIVERSITY ELEVATION - EAST 12 HYDRO THERAPY 34"

SS-01

08 CUBICLE STORAGE COMPARTMENTS TK1SC Collaborative LEVEL 01 MEP Engineer 23 COUNTER W/ & 0' -SINK 0" 15231 Laguna Canyon Road, Suite 100 Irvine, STORAGE California 92618 Telephone: 949.751.5800 28 F1 LIGHT FIXTURE (SEE RCP) Facsimile: 949.751.5811 29 EXISTING BUTLER STRUCTURE SYSTEM 32 SPECIALTY EQUIPMENT (FURNISHED BY OWNER)

FINISH OR EQUAL TYP



 

09 W M

06 W M

09 W M

02 W M

E EVA ON EAS

05 WOMEN S VO EYBA

BIOLA UNIVERSITY SHEET NOTES

BIOLA UNIVERSITY

28 EXISTING STRUCTURAL BEAM

CHASE ATHLETICS RENOVATION: SOUTH

F-1

26a PT-02

5'LB1 - 10"

F-1

6' - 7"

04 WOMEN'S SOCCER - EAST ELEVATION

MEN S VO EYBA

CL-01

SCALE: 1/4" = 1'-0"

08/21/2019 CD PROGRESS - PLANNING ISSUANCE W M 12/12/2019 ISSUE FOR PERMIT WOMEN'S SWIMMING/WATER POLO - EAST ELEVATION C

NOT FOR CONSTRUCT ON

LB1

E EVA ON EAS F-1

F-1

09 WOMEN'S BASKETBALL07- NORTH ELEVATION W M

LB1

1/4" = 1'-0" SCALE:TA-08

LEVEL 01 0' - 0"

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

4" TYP

SCALE: 1/4" = 1'-0"

PT-02 RB-01

SHEET NOTES

PT-02 WB-01

F-1

MEN'S BASEBALL - NORTH ELEVATION 2 SCALE: 1/4" = 1'-0"

LEVEL 01

F-1

26a

500 South Figueroa Street Los Angeles, California 90071 United States

F-1

07 W M

SCALE: 1/4" = 1'-0"

TK1SC Collaborative MEP Engineer 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 Telephone: 949.751.5800 Facsimile: 949.751.5811

BIOLA UNIVERSITY

NOT FOR CONSTRUCT ON

SHEET NOTES

PT-02 RB-01

F-1

13800 BIOLA AVE. F-1 LA MIRADA, CALIFORNIA 90639

LEVEL 01 0' - 0"

500 South Figueroa Street Los Angeles, California 90071 United States

SH-02

LEVEL 01 0' - 0" TA-08

PT-02 WB-01

TA-06

WOMEN S VO EYBA

E EVA ON EAS

01 W03M

E EVA ON NOR H

Tel 213.327.3600 Fax 213.327.3601

Saiful Bouquet Structural Engineers Structural Engineer 2020 Camino Del Rio N San Diego, CA 92108 Telephone: 619.630.9199

F-1

LEVEL 01 0' - 0"

WOMEN'S TK1SC SWIMMING/WATER POLO - NORTH ELEVATION 1 Collaborative

LA M

F-1

GENERAL NOTES 27a

500 South Figu Los Angeles, C United States

A3 101

ALL DIMENSIONS ARE MEASURED FROM FINISH FACE TO FINISH FACE, UNO. MAINTAIN DIMENSIONS LB1 MARKED "CLEAR" AND ALLOW FOR THICKNESS OF FINISHES. 2. ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD. 3. REFER TO SHEET A0.102 FOR ALL CORRESPONDING FINISH CODE ANNOTATIONS. 4. REFER TO A0.102 FOR EQUIPMENT & TOILET ACCESSORY SCHEDULES. 5. REFER TO A0.102 FOR PLUMBING FIXTURE SCHEDULES. 6. REFER TO G0.300 FOR ACCESSIBILITY REQUIREMENTS FOR RESTROOMS. 7. REFER TO G0.300 FOR ACCESSIBLE SHOW ER FIXTURE MOUNTING DIMENSIONS. 8.PT-02 ALL SHOW ER COMPARTMENTS TO RB-01 HAVE TA-10 & SHOW ER CURTAIN INSTALLED AT FRONT OPENING. 9. REFER TO A5.501 FOR FLOOR 13800 BIOLA AVE. TRANSITION DETAILS. 10. ACCESSIBLE LOCKERS SHALL LA MIRADA, CALIFORNIA 90639HAVE F-1 SHELVES & CLOTHES HOOKS 40" MAX AFF PER CBC 11B-308.2.2 11. REFER TO G0.301 FOR ACCESSIBILITY REQUIREMENTS & DETAILS INCLUDING BUT NOT 500 South Figueroa Street TO ACCESSIBLE Tel 213.327.3600 LIMITED Los Angeles, California 90071 Fax 213.327.3601 ACCESSORY HEIGHTS. United States 12. SEE ELECTRICAL DRAW INGS FOR

LB1

TK1SC Collaborative MEP Engineer LEVEL 01 0' - Suite 0" 15231 Laguna Canyon Road, 100 Irvine, California 92618 Telephone: 949.751.5800 Facsimile: 949.751.5811

F-1

SCALE: 1/4" = 1'-0"

8 NOT FOR

NOT FOR BASKETBALL - EAST ELEVATION 1 W WOMEN'S CONSTRUCT ON M 0910

4" TYP

F-1

4" TYP

BOTTOM OF LIGHT FIXTURE

F-1

10' - 4" MIN AFF

5' - 4 1/2"

BOTTOM OF LIGHT FIXTURE

ALL DIMENSIONS ARE MEASURED 13800 BIOLA AVE. SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" MEP Engineer LB1 LEVEL 01 LEVEL 01 FROM FINISH FACE TO FINISH FACE, Saiful Bouquet Structural Engineers 15231 Laguna Canyon Road, Suite 100 LA MIRADA, CALIFORNIA 90639 0' - 0" 0' - 0" UNO. MAINTAIN DIMENSIONS LB1 Date Description Structural Engineer Irvine, California 92618 LEVEL 01 MARKED "CLEAR" AND ALLOW FOR 0' - 0" 2020 Camino Del Rio N Telephone: 949.751.5800 THICKNESS OF FINISHES. 08/21/2019 CD PROGRESS - PLANNING ISSUANCE Date Description 2. ALL DIMENSIONS ARE TO BE San Diego, CA 92108 Facsimile: 949.751.5811 12/12/2019 ISSUE FOR PERMIT VERIFIED IN FIELD. PT-02 Telephone: 619.630.9199 08/21/2019 CD PROGRESS - PLANNING ISSUANCE SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 3. REFER TO SHEET A0.102 FOR ALL WB-01 500 South Figueroa Street Tel 213.327.3600 PT-02 12/12/2019 ISSUE FOR PERMIT PT-02 CORRESPONDING FINISH CODE TL-01 PT-02 Los Angeles, California 90071 Fax 213.327.3601 WB-01 = 1'-0" SCALE: 1/4"ANNOTATIONS. 28 EXISTING STRUCTURAL BEAM United States TK1SC Collaborative LEVEL 01 4. REFER TO A0.102 FOR EQUIPMENT & 27a PT-01 PT-02 MEP Engineer PT-02 TOILET ACCESSORY SCHEDULES. 0' - 0" 28 EXISTING STRUCTURAL BEAM WB-01 15231 Laguna Canyon Road, Suite 100 5. REFER TO A0.102 FOR PLUMBING PT-02 PT-01 Irvine, California 92618 FIXTURE SCHEDULES. 28 EQ EQ 1' - 8" 1' - 10" PT-02 WB-01 WB-01 1. SH-01ALL DIMENSIONS ARE MEASURED Saiful Bouquet Structural Engineers Telephone: 949.751.5800 6. REFER TO G0.300 FOR TL-01 LB1 LB1 FROM FINISH FACE TO FINISH FACE, Structural LEVEL 01 LEVEL 01 ACCESSIBILITY REQUIREMENTS FOR Engineer Facsimile: 949.751.5811 EQ EQ 1' - 8" 1'F-1 - 10" F-1 F-1 F-1 F-1 F-3 F-3 UNO. MAINTAIN DIMENSIONS RESTROOMS. 0' - 0" 0' - 0" 2020 Camino Del Rio N SCALE: 1/4" = 1'-0" L1 F-1 MARKED "CLEAR" AND ALLOW FOR F-1 F-1 F-1 L1 F-1 G0.300 FOR ACCESSIBLE PT-02 7. REFER TO San Diego, CA 92108 CL-03 F-3 F-3 THICKNESS OF FINISHES. RB-01 SHOW ER FIXTURE MOUNTING Date Description EQ EQ Telephone: 619.630.9199 L1 9' - 10" L1 L1 2. ALL DIMENSIONS ARE TO BE 28 PT-02 DIMENSIONS. PT-02 F-1 F-1 F-1 4' 5" 5' - 10" CL-03 TL-01 VERIFIED IN FIELD. F-1 F-1 F-1 8. ALL SHOW ER COMPARTMENTS TO RB-01Seal / Signature RB-01 08/21/2019 CD PROGRESS - PLANNING ISSUANCE PT-02 28 EXISTING STRUCTURAL BEAM F-1 F-1 F-1 EQ EQ 9' - 10" 3. REFER1/4" TO=SHEET A0.102 FOR ALL L1 1'-0" SCALE: 1/4" = 1'-0" SCALE: 28 HAVE TA-10 & SHOW ER CURTAINRB-01 PT-02 12/12/2019 ISSUE FOR PERMIT 4' - 5" 5' - 10" F-2 TK1SC Collaborative TL-01 CORRESPONDING FINISH CODE 2' - 2 1/2" EQ EQ 2' - 8" INSTALLED AT FRONT OPENING. F-1 F-1 RB-01 L1 F-1 F-1 ANNOTATIONS. MEP Engineer 9. REFER TO A5.501 FOR FLOOR F-2 F-1 4. REFER TO A0.102 FOR EQUIPMENT & 2' - 2 1/2" EQ EQ 15231 Laguna Canyon 13800 BIOLA AVE. TRANSITION DETAILS. F-1 F-1 14a Road, Suite 100 TA-08 SH-02 TA-08 SH-01 TOILET ACCESSORY SCHEDULES. L1 TL-01 Irvine, California 92618 10. ACCESSIBLE LOCKERS SHALL HAVE PT-02 SH-02 CL-01 LA MIRADA, CALIFORNIA 90639 F-1 F-1 5. REFER TO A0.102 FOR PLUMBING F-2 F-1 F-1 F-1 SHELVES & CLOTHES HOOKSTelephone: 40" LB2 PT-02 TA-08 SH-02 TA-08 SH-01 OPEN TO 28 949.751.5800 EXISTING STRUCTURAL BEAMTA-08 FIXTURE SCHEDULES. MAX AFF PER CBC 11B-308.2.2 WB-01 CL-01 F-1 F-1 F-1 4' - 9" Facsimile: 949.751.5811 SHOWERS F-1 F-1 L1 6. REFER TO G0.300 FOR TL-01 TL-01 F-1 F-1 11. LB1 REFER TO G0.301 FOR BEYOND F-1 F-1 LB1 ACCESSIBILITY REQUIREMENTS FOR L2 LEVEL 01 LEVEL 01 TA-06 ACCESSIBILITY REQUIREMENTS & SH-01 F-1 F-1 4' - 9" 18a L1 F-1 RESTROOMS. TL-01 TL-01 DETAILS 0' - 0" F-1 0' - 0" LB1 LB1 LB1 INCLUDING BUT NOT F-1 LEVEL 01 LEVEL 01 LEVEL 01 TL-01 60" 7. REFER TO G0.300 FOR ACCESSIBLE 03 500 South Figueroa Street Tel 213.327.3600 LIMITED TO ACCESSIBLE SH-02 SH-01 PT-02 PT-02 CL-030' - 0"F-3 CL-01 WOMEN'S 0' - 0" 0' - 0" SHOW ER FIXTURE MOUNTING 18a LIGHTING FIXTURE SCHEDULE & Los Angeles, California 90071 Fax 213.327.3601 ACCESSORY HEIGHTS. RB-01 PT-02 LB1 PT-02 27a 9' - 10" SWIMMING/ DIMENSIONS. TL-01 60" LEVEL 01 LEVEL 01 03 13800 BIOLA AVE. A0.102. 12. SEE ELECTRICAL DRAW INGS FOR United States SH-02 Project Name CL-03 WOMEN'S RB-01 WB-01 CL-03 F-3 CL-01 04 06 A3.103 8. ALL SHOW ER COMPARTMENTS LB1 F-1 F-1 WATER POLO 0' - 0" 0' - 0" TO F-1 13. ALL W ALLS TO BE PAINTED PT-02, LIGHTING FIXTURE SCHEDULE & 9' - 10" LEVEL 01 LA MIRADA, CALIFORNIA LEVEL 9063901 9' - 10" PT-02 27a 1/4"&=SHOW 1'-0" ER CURTAIN SCALE: SCALE: 1/4" = 1'-0" HAVE TA-10 SWIMMING/ 1. ALL DIMENSIONS ARE MEASURED 27 26a A0.102. 4' - 5" 5' - 10"- SOUTH Saiful BouquetUNO. Structural Engineers CHASE GYMNASIUM TL-01 0' - 0" 0' - 0" L1 INSTALLED AT FRONT OPENING. 04 L2 06 A3.103 RB-01 FROM FINISH FACE TO FINISH FACE, 14.Engineer ALL W ALL BASE TO BE W B-01, UNO. 13. ALL W ALLS TO BE PAINTED PT-02, LB1 WATER POLO TA-08 Structural 05 SH-02 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" LEVEL 01 LEVEL 01 9. REFER TO A5.501 FOR FLOOR RENOVATION UNO. MAINTAIN DIMENSIONS 15. ALL INTERIOR DOORS, UNO. 26a 27 1. ALL DIMENSIONS ARE MEASURED Saiful Bouquet Structural Engineers 2020 Camino Del RioPAINTED, N 0' - 0" 0' - 0" TRANSITION DETAILS. F-1 F-1 F-1 F-1 LB2 MARKED "CLEAR" AND ALLOW FOR FRAMES AND W INDOW FRAMES TO 14. ALL W ALL BASE TO BE W B-01, UNO. FROM FINISH FACE TO FINISH FACE, TA-08 TA-08 TA-06 LB2 05 San Diego, CA 92108 Structural Engineer 10. ACCESSIBLE LOCKERS SHALL HAVE FF-01 = 1'-0" SCALE: 1/4"DIMENSIONS THICKNESS OF FINISHES. BE PT-01, UNO. 15. ALL PAINTED, INTERIOR DOORS, Project Number UNO. MAINTAIN 13800 BIOLA AVE. LB1 SHELVES & CLOTHES HOOKS 40" TA-06 Telephone: 619.630.9199 LEVEL 01 LEVEL 01 2020 Camino Del Rio N LB2 2. ALL DIMENSIONS ARE TO BE 16. ALL EXPOSED STRUCTURE, FRAMES AND W INDOW FRAMES TO 500 South Figueroa Street Tel 213.327.3600 Date Description F-2 F-1 F-1 F-1 F-1 MARKED "CLEAR" AND ALLOW FOR F-1 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" TA-06 F-1 LB2 LB1 MAX AFF PER CBC 11B-308.2.2 LALEVEL MIRADA, CALIFORNIA 90639 0' - 0" Fax 213.327.3601 0' - 0" CL-01OF FINISHES. LB1 VERIFIED FF-01 San Diego, CA 92108 MECHANICAL EQUIPMENT, PIPING, BE PT-01, UNO. Los Angeles, California 90071 01 LEVEL 01 IN FIELD. THICKNESS 11. 01 REFER TO G0.301 FOR L1 LEVEL LEVEL 01 L1 3. REFER TO SHEET A0.102 FOR ALL 08/21/2019 CD PROGRESS - PLANNING ISSUANCE LB1 SPRINKLERS, CONDUIT & CABLES TO ALL EXPOSED STRUCTURE, L2 16. United States LB1 Telephone: 619.630.9199 LB1 2. ALL DIMENSIONS ARE TO BE 0' - 0" 0' - 0" Date Description SCALE: 1/4" = 1'-0" LB1 TK1SC Collaborative 0' - 0" ACCESSIBILITY REQUIREMENTS & 0' - 0" CORRESPONDING FINISH CODE BE PAINTED PT-01, UNO. MECHANICAL EQUIPMENT, PIPING, 27a 12/12/2019 ISSUE FOR PERMIT F-1 F-1 VERIFIED IN FIELD. Description LEVEL 01 LEVEL 01 SH-01 1. ALL DIMENSIONS ARE MEASURED L2 DETAILS INCLUDING BUT NOT L2 L2 L2 ANNOTATIONS. 17. ALL APPLIANCES DESIGNED TO BE SPRINKLERS, CONDUIT & CABLES TO F-1 MEP Engineer LB1 3. REFER TO SHEET A0.102 FOR ALL F-1 LB1 08/21/2019 CD PROGRESS - PLANNING ISSUANCE LB1 0' - 0" 0' - 0" FROM FINISH FACE TO FINISH FACE, L2 LIMITED TO ACCESSIBLE 4. REFER TO A0.102 FOR EQUIPMENT & FIXED IN POSITION SHALL BE BE PAINTED PT-01, UNO. CORRESPONDING FINISH CODE TK1SC Collaborative SH-02 15231 Laguna Canyon Road, Suite 100 ISSUE FOR ENLARGED PLANS & 12/12/2019 ELEVATIONS - PERMIT L2 LB1 LB1 L2 1/4" = 1'-0" UNO. MAINTAIN DIMENSIONS 1. ALL DIMENSIONS ARE MEASURED ACCESSORY HEIGHTS. L2 SCALE: SCALE: 1/4" = 1'-0" L2 TOILET ACCESSORY SCHEDULES. LB1 L2 L2 FASTENED IN PLACE PER 17. ALL APPLIANCES DESIGNED TO BE ANNOTATIONS. 500 South Figueroa Street Tel 213.327.3600 Irvine, CaliforniaSECURELY 92618 MEP Engineer Saiful Bouquet Structural Engineers MARKED "CLEAR" AND ALLOW FOR FROM FINISH FACE TO FINISH FACE, 12. SEE ELECTRICAL DRAW INGS FOR 5. REFER TO A0.102 FOR PLUMBING BUILDING CODE REQUIREMENTS OF FIXED IN POSITION SHALL1/4" BE= 1'-0" WOMEN'S TEAM LOCKER ROOMS LB1 SCALE: SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 4. REFER TO A0.102 FOR EQUIPMENT & Los Angeles, California 90071 UNO. MAINTAIN Fax 213.327.3601 LB1 THICKNESS OF FINISHES. Telephone: 949.751.5800 DIMENSIONS 15231 Laguna Canyon Road, Suite 100 L2 LB1 LB1 L2 LIGHTING FIXTURE SCHEDULE & Structural Engineer LEVEL 01 LEVEL 01 1/4" = 1'-0" 1/4" = 1'-0" SCALE: SCALE: FIXTURE SCHEDULES. APPLICABLE MANUFACTURER SECURELY FASTENED IN PLACE PER LB1 TOILET ACCESSORY SCHEDULES. United States 2. ALL DIMENSIONS ARE TO BE MARKED "CLEAR" AND ALLOW FOR A0.102. Facsimile: 949.751.5811 Irvine, 0' - 0" California 92618 0' - 0" 2020 Camino Del Rio N 6. REFER TO G0.300 FOR INSTALLATION REQUIREMENTS. BUILDING CODE REQUIREMENTS OF 26a = 1'-0" TO A0.102 FOR PLUMBING 5. 1/4"REFER SCALE: 1/4" = 1'-0" SCALE: SCALE: 1/4" = 1'-0" 27a VERIFIED IN FIELD. THICKNESSPT-02 OF FINISHES. 2' - 9 1/2" EQ EQ 13. ALL W ALLS TO BE PAINTED PT-02, Telephone: 949.751.5800 ACCESSIBILITY REQUIREMENTS FOR 18. ALL PARTITIONS TO BE TYPE A4 UNO. APPLICABLE MANUFACTURER San Diego, CA 92108 Date Description FIXTURE SCHEDULES. TA-08 Seal / Signature 3. REFER TO SHEET A0.102 FOR ALL 2. ALL DIMENSIONS ARE TO BE UNO. WB-01 RESTROOMS. 19. INSTALL CORNER BEADS AT ALL INSTALLATION REQUIREMENTS. Facsimile: 949.751.5811 PT-02 Telephone: 619.630.9199 6. REFER TO G0.300 FOR CORRESPONDING FINISH CODE VERIFIED IN FIELD. Scale TL-01 14. ALL W ALL BASE TO BE W B-01, UNO. 7. REFER TO G0.300 FOR ACCESSIBLE EQ EQ 08/21/2019 CD PROGRESS PLANNING ISSUANCE EXPOSED W ALLBOARD EDGES PT-02 18. ALL PARTITIONS TO BE TYPE A4 UNO. WB-01 ACCESSIBILITY REQUIREMENTS FOR 6' - 6 1/2" 3' - 2 1/2" Seal / Signature ANNOTATIONS. TA-06 3. REFER TO SHEET A0.102 FOR ALL 15. ALL PAINTED, INTERIOR DOORS, 5' - 9" 6' - 0 1/2" Saiful Bouquet Structural Engineers SHOW ER FIXTURE MOUNTING 20. INSTALL CASING BEADS W HENEVER 19. INSTALL CORNER BEADS AT ALL WB-01 12/12/2019 ISSUE FOR PERMIT RESTROOMS. LB1 LB1 4. REFER TO A0.102 FOR EQUIPMENT & LB2 AsACCESSIBLE indicated FRAMES ANDSCALE: W INDOW TO 1/4" FRAMES = 1'-0" 1/4" = 1'-0" CORRESPONDING FINISH CODE DIMENSIONS. PT-01 StructuralSCALE: Engineer W ALLBOARDS, PLASTER, ETC ABUTS LEVEL 01 LB1 LEVEL 01 EXPOSED W ALLBOARD LEVEL 01REFER TO G0.300 FOR LEVEL 01EDGES 7. LEV TK1SC Collaborative PT-02 TOILET ACCESSORY SCHEDULES. ANNOTATIONS. BE PT-01, UNO. ALL SHOW ER COMPARTMENTS TO WB-01 8. A DISIMILAR FINISH MATERIAL. 20. INSTALL CASING BEADS 5' - 9" 6' - 0 1/2" 0' - 0" 0' - 0" PT-02 0' - 0"SHOW ER FIXTURE MOUNTING 0' - 0"W HENEVER 2020 Camino Del Rio4.N MEP Engineer 5. REFER TO A0.102 FOR PLUMBING REFER TO A0.102 FOR EQUIPMENT & 16. ALL EXPOSED STRUCTURE, 28 EXISTING HAVE TA-10 & SHOW ER CURTAIN PROVIDE COLOR MATCH SEALANT. W ALLBOARDS, PLASTER, ETC ABUTS STRUCTURAL BEAM PT-02 DIMENSIONS. PT-01 LB1 San Diego, CA 9210828 EL 01 FIXTURE SCHEDULES. TOILET ACCESSORY SCHEDULES. 15231 Laguna Canyon Road, Suite 100 MECHANICAL EQUIPMENT, PIPING, F-1 PT-02 LEVEL 01 INSTALLED AT FRONT OPENING. 21. DOOR JAMB LOCATIONS SHALL BE 4" A DISIMILAR FINISH MATERIAL. F-1 TA-08 SH-02 TA-08 SH-01 WB-01 8. ALL SHOW ER COMPARTMENTS TO SH-01 WB-01 0' - 0" Telephone: 619.630.9199 6. REFER TO G0.300 FOR 5. REFER TO A0.102 FOR PLUMBING SPRINKLERS, CONDUIT & CABLES PT-02 TO 1. ALL DIMENSIONS ARE MEASURED Irvine, California 92618 9. REFER TO A5.501 FOR FLOOR 0' - 0" FROM ADJ. W ALL, UNO. PROVIDE COLOR MATCH SEALANT. HAVE TA-10 & SHOW ER CURTAIN PT-02 ACCESSIBILITY REQUIREMENTS FOR FIXTURE SCHEDULES. BE PAINTED PT-01, UNO. EQ EQ 1' 8" 1' 10" FROM FINISH FACE TO FINISH FACE, F-1 Telephone: F-1 949.751.5800 TRANSITION DETAILS. 22. REPLACE DRYW ALL W ITH 5/8" 21. DOOR JAMB F-1 LOCATIONS SHALL BE 4" F-1 F-1 F-1 TA-08 WB-01 SH-02 TA-08 SH-01 INSTALLED AT FRONT OPENING. F-1 28 EXISTING STRUCTURAL BEAM F-1 WB-01 RESTROOMS. 6. REFER TO G0.300 FOR 17. SCALE: ALL APPLIANCES DESIGNED TO BE UNO. MAINTAINFROM DIMENSIONS 10. ACCESSIBLE LOCKERS SHALL HAVE CEMENT BACKER BOARD W HERE 1/4" = 1'-0" ADJ. W ALL, UNO. SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Facsimile: 949.751.5811 9. REFER TO A5.501 FOR FLOOR L1 FOR TL-01 TL-01 7. REFER TO G0.300 FOR ACCESSIBLE ACCESSIBILITY REQUIREMENTS FOR TK1SC L1 Collaborative FIXED IN POSITION SHALL BE 1' - 8" MARKED22. "CLEAR" ANDEQALLOW SHELVES & CLOTHES HOOKS 40" W ALL TILE IS SPECIFIED. REPLACE DRYWEQ ALL W ITH 5/8"1' - 10" EQ EQ F-3 F-3 TRANSITION DETAILS. TL-01 F-1 SHOW ER FIXTURE MOUNTING RESTROOMS. F-1 F-1 SECURELY FASTENED IN PLACE PER THICKNESS OF CEMENT FINISHES. MEP Engineer MAX AFF PER CBC 11B-308.2.2 23. PROVIDE LEVEL 4 FINISH AT ALL BACKER BOARD W HERE EQ EQ 10. ACCESSIBLE LOCKERS SHALL HAVE Date Description 28 SCALE: 1/4" = 1'-0" TL-01 TL-01 DIMENSIONS. 7. REFER TO G0.300 FOR ACCESSIBLE BUILDING CODE REQUIREMENTS OF 2. ALL DIMENSIONS ARE TO BE SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 15231 Laguna Canyon Road, Suite 100 11. REFER TO G0.301 FOR GYPSUM BOARD SURFACES, UNO. W ALL TILE F-3 IS SPECIFIED. F-3 CL-03 SHELVES & CLOTHES HOOKS 40" TL-01 F-1 F-1 F-1 60" 8. ALL SHOW ER COMPARTMENTS TO SHOW ER FIXTURE MOUNTING 03 APPLICABLE MANUFACTURER F-1 F-1 VERIFIED IN FIELD. Project Name F-1 EQ EQ ACCESSIBILITY REQUIREMENTS & F-1 F-1 F-1 PT-02 23. PROVIDE LEVEL 4 FINISH AT ALL08/21/2019 CD PROGRESS - PLANNING ISSUANCE © 2019 Gensler WOMEN'S Irvine, California 92618 PT-02F-1 9' - 10" MAX AFF PER CBC 11B-308.2.2 EQ EQ F-3 HAVE TA-10 & SHOW ER CURTAIN DIMENSIONS. PT-02 28 INSTALLATION REQUIREMENTS. 3. REFER TO SHEET A0.102BOARD FOR ALL TL-01 5' - 10" DETAILS INCLUDING BUT NOT PT-02 RB-01 GYPSUM SURFACES, UNO. TL-01 CL-03 TL-01 PT-02 TO 26a 11. REFER TO G0.301 FOR Telephone: 949.751.5800 PT-02 27a4' - 5" 12/12/2019 ISSUE FORName PERMIT SWIMMING/ L1 TL-01 60" 18" INSTALLED AT FRONT OPENING. 8. ALL SHOW ER COMPARTMENTS L1 03 RB-01 18. ALL PARTITIONS TO BE TYPE A4 UNO. CORRESPONDING FINISH CODE F-1 F-1 F-1 ProjectRB-01 CHASE GYMNASIUM - SOUTH EQ F-1 EQ LIMITED TO ACCESSIBLE L1 WOMEN'S 9' - 10" RB-01 Seal / Signature ACCESSIBILITY REQUIREMENTS & WB-01 F-1 F-1 Facsimile: 949.751.5811 04 06 A3.103 F-1 F-1 CL-01 9. REFER TO A5.501 FOR FLOOR HAVE TA-10 & SHOW ER CURTAIN F-3 PT-02 19. INSTALL CORNER BEADS AT ALL ANNOTATIONS. WATER POLO 4' - 5" 5' - 10" ACCESSORY HEIGHTS. F-2 01 TL-01 DETAILS INCLUDING BUT NOT 26a 2' - 2 1/2" EQ EQ 2' - 8" 27a F-1 F-1 RENOVATION SWIMMING/ 18" TRANSITION DETAILS. INSTALLED AT FRONT OPENING. F-1 F-1 RB-01 EXPOSED W ALLBOARD EDGES 4. REFER TO A0.102 FOR EQUIPMENT & 14a PT-02 27 CHASE GYMNASIUM SOUTH 12. SEE ELECTRICAL DRAW INGS FOR LIMITED TO ACCESSIBLE L1 04 06 A3.103 CL-01 13800 BIOLA AVE.9. 10. ACCESSIBLE LOCKERS SHALL HAVE REFER TO A5.501 FOR FLOOR 20. INSTALL CASING BEADS W HENEVER TOILET ACCESSORY SCHEDULES. F-1 F-1 WATER POLO 09 LIGHTING FIXTURE SCHEDULE & F-2 ACCESSORY CL-03 05 2'HEIGHTS. - 2 1/2" EQ EQ 2' - 8" RENOVATION SHELVES & CLOTHES HOOKS 40" LB1 L1 TRANSITION DETAILS. LB2 F-1 F-1 F-1 W ALLBOARDS, PLASTER, ETC ABUTS Project Number 5. REFER TO A0.102 FOR PLUMBING PT-02 27 A0.102. LA MIRADA, CALIFORNIA 90639 14a OPEN TO 12. SEE ELECTRICAL DRAW INGS FOR PT-02 9' - 10" F-1 F-1 TL-01 LOCKERS SHALL HAVE MAX AFF PER CBC 11B-308.2.2 10. ACCESSIBLE A DISIMILAR FINISH MATERIAL. FIXTURE SCHEDULES. CL-01 CL-01 09 13. ALL W ALLS TO BE PAINTED PT-02, SHOWERS LIGHTING FIXTURE SCHEDULE & RB-01 05 LB2 WOMEN'S 28 28 PT-02 11. REFER TO G0.301 FOR CL-03 SHELVES & CLOTHES HOOKS 40" LB1 L1 FF-01 PROVIDE COLOR MATCH SEALANT. Project Number 10F-3 6. REFER TO G0.300 FOR 12 A3.103 UNO. BEYOND 13800 BIOLA AVE. LB1 SH-02 LB1 A0.102. RB-01 TL-01 OPEN TO ACCESSIBILITY REQUIREMENTS & MAX AFF PER CBC 11B-308.2.2 LEVEL LEVEL 01 9' - 10" 21. DOOR JAMB LOCATIONS SHALL ACCESSIBILITY REQUIREMENTS FOR F-1 BASKETBALL TA-08 SH-02 TA-08 SH-01 CL-01F-101 F-1 F-1 F-1 4'F-1- 9" EQ EQ 1' - 4" 8" LB2 1' - 10" OPEN F-2 F-1 BE F-1TO F-1 14. ALL W ALL BASEF-1TO BE W B-01, UNO. F-1 F-1 F-1 18a F-1 13. ALL W ALLS TO BE PAINTED PT-02, CL-03 F-1 F-1 WOMEN'S SHOWERS 28 28 F-1 F-1 F-1 LA MIRADA, CALIFORNIA 90639 DETAILS INCLUDING BUT NOT 11. REFER TO G0.301 FOR FF-01 0' 0" 0' 0" FROM ADJ. W ALL, UNO. RESTROOMS. 10 SHOWERS 12 A3.103 26 F-1 F-1 15. ALL PAINTED, INTERIOR DOORS, TA-08 Description UNO. BEYOND F-3 9' - 10" L2 LIMITED TO ACCESSIBLE ACCESSIBILITY REQUIREMENTS & 11 BEYOND L1 L1 22. REPLACE DRYW ALL W ITH 5/8" 7. REFER TO G0.300 FOR ACCESSIBLE BASKETBALL LB1 L1 L2 F-1 F-1 F-1 TA-06 4' 9" L2 LEVEL 01 LB1 FRAMES AND W INDOW FRAMES TO LB1 F-1 14. ALL W ALL L2 F-3 F-3 F-1 18a F-1BASE TO BE W B-01, UNO. F-1 ACCESSORY HEIGHTS. DETAILS INCLUDING BUT NOT 500 South Figueroa Street Tel 213.327.3600 F-1 F-1 CEMENT BACKER BOARD W HERE SHOW ER FIXTURE MOUNTING SH-02 26 F-1 F-1 BE PT-01, UNO. TA-06 0' - 0" SH-01 EQ Description EQ L1 TL-01 TL-01 ALL PAINTED, INTERIOR DOORS, ENLARGED PLANS12. & ELEVATIONS - DRAW INGS FOR 15. L2 TL-01 L2 L2 SEE ELECTRICAL LIMITED TO ACCESSIBLETL-01 11 L2 L2 EQ EQ Los Angeles, California 90071 Fax 213.327.3601 W ALL TILE IS SPECIFIED. DIMENSIONS. FF-01 F-1 LB1 F-1 LB1 TA-06 L2 16. ALL EXPOSED STRUCTURE, LB1 LB1 CL-03 F-3 CL-01 LB1 FRAMES L2 AND W INDOW FRAMES TO CL-03 LB1 SH-02 LEVEL 01 LEVEL 01 LEVEL 01 LIGHTING ACCESSORY HEIGHTS. TA-08 LB1 United States 23. PROVIDE LEVEL 4 FINISH AT ALL 8. ALL SHOW ER COMPARTMENTS TO WOMEN'S TEAM LOCKER ROOMSFIXTURE SCHEDULE & LEVEL 01 LEVEL 01 MECHANICAL EQUIPMENT, PIPING, EQ EQ TL-01 9' - 10" L1 BE PT-01, UNO. ENLARGED PLANS & ELEVATIONS - SH-02 1/4" = 1'-0" 1/4" = 1'-0" SCALE: SCALE: L2 LB1 LB1 L2 ARE MEASURED TL-01 1. ALL DIMENSIONS A0.102. L2 12. SEE ELECTRICAL DRAW INGS FOR 0' - 0"EQ 0' - 0" - 0" L2 L2 GYPSUM BOARD SURFACES, UNO. 9' -L210" LB1 HAVE TA-10 & SHOW ER0' CURTAIN 30"x48" FF-01 PT-02STRUCTURE, EQ SPRINKLERS, CONDUIT CABLES TO 0' - 0" 0' - 0" 4' - 5" 5' - 10" TA-06 TL-01 16.CL-03ALLF-3EXPOSED CL-01 500 South Figueroa& Street Tel 213.327.3600 60" F-2 F-1 F-1 F-1 CLEAR FLOOR 03 TL-01 SH-02 Project Name FROM FINISH FACE TO FINISH FACE, 13. ALL W ALLS TO BE PAINTED PT-02, LIGHTING FIXTURE SCHEDULE & LB1 LB1 WOMEN'S INSTALLED AT FRONT OPENING. WOMEN'S TEAM LOCKER ROOMS TA-06 RB-01 BE PAINTED LB2 L1 LosPT-01, Angeles,UNO. California 90071 Fax 213.327.3601 9' - 10"MECHANICAL EQUIPMENT, PIPING, LEVEL 01 LEVEL 01 L2 LB1 LB1 L2 UNO. MAINTAIN DIMENSIONS UNO. A0.102. 9. REFER TO A5.501 FOR FLOOR LB1 30"x48" L1 1. ALL DIMENSIONS ARE MEASURED 17. ALL APPLIANCES DESIGNED TO BE 27a SWIMMING/ TA-06 United States LEVEL 01 01 CLEAR FLOOR F-2 SPRINKLERS, CONDUIT & CABLES TO 0' - 0" 0' - 0" 2' - 2 1/2" EQ EQ 2' - 8" MARKED "CLEAR" AND ALLOW FOR 14. ALL W ALL BASE TO BE W B-01, UNO. CHASE GYMNASIUM - SOUTH 13. ALL W ALLS TO LEVEL BE PAINTED PT-02, TRANSITION DETAILS. F-1 F-1 FROM FINISH FACE TO FINISH FACE, FIXED IN POSITION SHALL BE LB2 L1 26a SH-02 27a 04 UNO. Saiful Bouquet Structural Engineers 06PAINTED A3.103 PT-01, BE Scale 0' - 0" 0' - 0" SH-01 WATER POLO THICKNESS OF FINISHES. 15. ALL PAINTED, INTERIOR DOORS, UNO. 10. ACCESSIBLE LOCKERS SHALL HAVE UNO. MAINTAIN DIMENSIONS SECURELY FASTENED IN PLACE PER RENOVATION 17. ALL APPLIANCES DESIGNED Structural Engineer TA-08 LB2 PT-02 27 TO BE 1/4" ="CLEAR" 1'-0" SCALE: 1/4" = 1'-0" SCALE: 2. ALL DIMENSIONS ARE TO BE FRAMES AND W INDOW FRAMES TO 14. TA-08ALL W ALL BASE TO BE W B-01, UNO. Date Description SHELVES & CLOTHES HOOKS 40" MARKED AND ALLOW FOR SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" BUILDING CODE REQUIREMENTS OF LB2 SH-02 FIXED IN POSITION SHALL BE Scale SH-02 As indicated 2020 Camino Del Rio N VERIFIED IN FIELD. BE PT-01, UNO. 15. ALL PAINTED, INTERIOR DOORS, MAX AFF PER CBC 11B-308.2.2 THICKNESS OF FINISHES. APPLICABLE MANUFACTURER 05 FASTENED IN PLACE PER CL-01 SECURELY TA-06FRAMES AND W INDOW FRAMES TO TA-06 Project Number LB2 3. REFER TO SHEET A0.102 FOR ALL 16. ALL EXPOSED STRUCTURE, 08/21/2019 CD PROGRESS PLANNING ISSUANCE Saiful Bouquet Structural Engineers San Diego, CA 92108 11. REFER TO G0.301 FOR 2. ALL DIMENSIONS ARE TO BE TA-08 INSTALLATION REQUIREMENTS. Date Description LB1 BUILDINGSCALE: CODE 1/4" REQUIREMENTS OF = 1'-0" LB1 SCALE: 1/4" = 1'-0" LB1 As indicated LB1 CORRESPONDING FINISH CODE MECHANICAL EQUIPMENT, PIPING, BE PT-01, UNO. LB1 01 LB1 LEVEL 01 LEVEL 01 Telephone: 12/12/2019 ISSUE FOR PERMIT LEVEL 01 LEVEL 01 SCALE: 1/4" = 1'-0" LEVEL VERIFIED IN FIELD. 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"ACCESSIBILITY REQUIREMENTS &LEVEL 01 SCALE: 619.630.9199 18. ALL PARTITIONS TOEngineer BE TYPE A4 UNO. LB2 F-1 F-1 F-1 LEVEL 01 LEVELStructural 01 4' - 9" 28 28 APPLICABLE MANUFACTURER F-1 F-1 TA-06 FF-01 ANNOTATIONS. SPRINKLERS, CONDUIT & CABLES TO 16. ALL EXPOSED STRUCTURE, DETAILS INCLUDING BUT NOT 0' - 0" 0' - 0" 0' - 0"CD PROGRESS - PLANNING 0' - 0" 3. REFER TO SHEET A0.102 FOR ALL 0' - 0" 0' - 0" 08/21/2019 ISSUANCE 19. INSTALL 0' CORNER BEADS AT ALL 2020 Del Rio N Seal / Signature 0' - 0" - 0" Camino F-1 F-1 LB1 INSTALLATION REQUIREMENTS. 26a 4. REFER TO A0.102 FOR EQUIPMENT & BE PAINTED PT-01, UNO. MECHANICAL EQUIPMENT, PIPING, LB1 LB1 L2 LIMITED TO ACCESSIBLE LEVEL 01 LEVEL 01 FOR PERMIT CORRESPONDING FINISH CODE EXPOSED San W ALLBOARD EDGES LEVEL 01 LEVEL 01 Diego, CA 92108 F-1 F-1 12/12/2019 ISSUE SCALE: 1/4" = 1'-0" 18. ALL PARTITIONS TO BE TYPE A4 UNO. TA-08 TOILET ACCESSORY SCHEDULES. 17. ALL APPLIANCES DESIGNED TO BE SPRINKLERS, CONDUIT & CABLES TO ACCESSORY HEIGHTS. Description 0' 0" 0' 0" ANNOTATIONS. TK1SC Collaborative 20. INSTALL CASING BEADS W HENEVER 0' - 0" 0' - 0" 19. INSTALL CORNER BEADS Telephone: 619.630.9199 Seal / Signature LB1 1. ALL DIMENSIONS ARE MEASURED 5. REFER TO A0.102 FOR PLUMBING FIXED IN POSITION SHALL BE BE PAINTED PT-01, UNO. L2 LB1 AT ALL LB1 12. SEE ELECTRICAL DRAW INGS FOR 4. REFER TO A0.102 FOR EQUIPMENT & W ALLBOARDS, PLASTER, ETC ABUTS MEP Engineer EXPOSED W ALLBOARD EDGES CL-03L2 F-3 CL-01 FROM FINISH FACE TO FINISH FACE, FIXTURE SCHEDULES. SECURELY FASTENED IN PLACE PER 17. ALL APPLIANCES DESIGNED TO BE TA-06 LIGHTING FIXTURE SCHEDULE & TOILET ACCESSORY ENLARGED PLANS SCHEDULES. & ELEVATIONS A DISIMILAR FINISH MATERIAL. L2 20. INSTALL CASING BEADS 15231 Laguna Canyon Road, Suite 100 L2 9' - 10" L2 W HENEVER L2 UNO. MAINTAIN DIMENSIONS 6. REFER TOSCALE: G0.3001/4" FOR BUILDING CODE REQUIREMENTS OF FIXED IN POSITION SHALL BE LB1 A0.102. 1/4" = 1'-0" = 1'-0" SCALE: SCALE: 1/4" = 1'-0" SCALE: 1/4"= =1'-0" 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" SCALE: 1/4" = 1'-0" 5. REFER TO A0.102 FOR PLUMBING SCALE: 1/4" = 1'-0" PROVIDE COLOR MATCH SEALANT. SCALE:01 1/4" = 1'-0" SCALE: 1/4" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" LEVEL 01 LEVEL 2' -=9 1'-0" 1/2"PER W ALLBOARDS, PLASTER, ETC ABUTS EQ EQ TK1SC Collaborative Irvine, California 92618 WOMEN'S TEAM LOCKER ROOMS MARKED "CLEAR" AND ALLOW FOR ACCESSIBILITY REQUIREMENTS FOR APPLICABLE MANUFACTURER SECURELY FASTENED IN PLACE 13. ALL W ALLS TO BE PAINTED PT-02, FIXTURE SCHEDULES. 21. DOOR JAMB LOCATIONS SHALL BE 4" L2 LB1 A DISIMILAR L2 0' - 0" FINISH MATERIAL. LB1 0' - 0" LB1 THICKNESS OF FINISHES. Engineer Telephone: 949.751.5800 RESTROOMS. INSTALLATION REQUIREMENTS. BUILDING CODE REQUIREMENTS OF © 2019 Gensler UNO. SCALE: 1/4" = 1'-0" 1/4" == 1'-0" 1'-0" == 1'-0" SCALE: 1/4" SCALE: SCALE: REFER TO G0.300 FOR FROM ADJ.MEP W ALL, UNO. 1/4"PROVIDE 1'-0" 1/4" =1/4" 1'-0"= 1'-0" 6. Date Description SCALE: SCALE: 1/4" SCALE: COLOR 2' - 9 1/2" 2. ALL DIMENSIONS ARE TO BE 7. REFER TO G0.300 FOR ACCESSIBLE 18. ALL PARTITIONS TO BE TYPE A4 UNO. APPLICABLE MANUFACTURER EQ EQ MATCH SEALANT. Facsimile: 949.751.5811 Canyon 14. ALL W ALL BASE TO BE W B-01, UNO. ACCESSIBILITY REQUIREMENTS FOR 22. REPLACE 15231 DRYWLaguna ALL W ITH 5/8" Road, Suite 100 18" 6' - 6 1/2" 3' - 2 1/2" 21. DOOR JAMB LOCATIONS SHALL BE 4" 60" 5' - 9" 6' - 0 1/2" VERIFIED IN FIELD. SHOW ER FIXTURE MOUNTING 19. INSTALL CORNER BEADS AT ALL INSTALLATION REQUIREMENTS. PT-02 2019 ©14a Gensler 15. ALL PAINTED, INTERIOR DOORS, 1. ALL DIMENSIONS ARE MEASURED Irvine, California RESTROOMS. CEMENT BACKER BOARD92618 W HERE 08/21/2019 CD PROGRESS - PLANNING ISSUANCE FROM ADJ. W ALL, UNO. 3. REFER TO SHEET A0.102 FOR ALL DIMENSIONS. EXPOSED W ALLBOARD EDGES 18. ALL PARTITIONS TO BE TYPE A4 UNO. LB2 WB-01 FRAMES AND W INDOW FRAMES TO 18a FROM FINISH FACE TO FINISH FACE, 7. REFER TO G0.300 FOR ACCESSIBLE W ALL TILETelephone: IS SPECIFIED. Scale 949.751.5800 Seal / Signature 12/12/2019 ISSUE FOR PERMIT 22. REPLACE DRYW ALL W ITH 5/8" CORRESPONDING FINISH CODE 8. ALL SHOW ER COMPARTMENTS TO 20. INSTALL CASING BEADS W HENEVER 19. INSTALL CORNER BEADS AT ALL 60" BE PT-01, UNO. 5' - 9" 6' - 0 1/2" UNO. MAINTAIN DIMENSIONS SHOW ER SCALE: FIXTURE 23. PROVIDE LEVEL 4 FINISH AT ALL 1/4"MOUNTING = 1'-0" SCALE: 1/4" = 1'-0" Facsimile: 949.751.5811 CEMENT BACKER BOARD W HERE ANNOTATIONS. HAVE TA-10 & SHOW ER CURTAIN W ALLBOARDS, PLASTER, ETC ABUTS EXPOSED W ALLBOARD EDGES 16. ALL EXPOSED MARKED "CLEAR" AND ALLOW FOR GYPSUM BOARD SURFACES, UNO. AsDIMENSIONS. indicated 18a LB1 L1 STRUCTURE, W ALL TILE IS SPECIFIED. F-1 LB1 4. REFER TO A0.102 FOR EQUIPMENT & INSTALLED AT FRONT OPENING. A DISIMILAR FINISH MATERIAL. 20. INSTALL CASING BEADS W HENEVER F-1 MECHANICAL EQUIPMENT, PIPING, THICKNESS OF FINISHES. 8. ALL SHOW ER COMPARTMENTS TO PT-01 1 LEVEL 01 L1 LB1 23. PROVIDE LEVEL 4 FINISH AT ALL Date Description W ALLBOARDS, PLASTER, ETC ABUTS Project Name L1 PT-02 TOILET ACCESSORY SCHEDULES. 9. REFER TO A5.501 FOR FLOOR PROVIDE COLOR MATCH SEALANT. PT-02 CONDUIT & CABLES TO SPRINKLERS, 2. ALL DIMENSIONS ARE TO BE HAVE TA-10 & SHOW ER CURTAIN WB-01 SH-02 TA-08 0" 0' 0" PT-02 GYPSUM BOARD SURFACES, UNO. LB1 LB1 PT-02 5. REFER TO A0.102 FOR PLUMBING TRANSITION DETAILS.TA-08 21. DOOR JAMB LOCATIONS SHALL BE 4" A DISIMILAR FINISH MATERIAL. SH-02 TA-08 SH-01 WB-01 PT-01, UNO. MEN'S BASEBALL LEVEL 01 BE PAINTED VERIFIED IN FIELD. INSTALLED AT FRONT OPENING. F-1 F-1 F-1 PT-02LB1 F-1 - PLANNING ISSUANCE PT-02 28 EXISTING STRUCTURAL 08/21/2019 CD PROGRESS LB1 SH-02 TA-06 CHASE GYMNASIUM - SOUTH LB1 L1 FIXTURE SCHEDULES. 10. ACCESSIBLE LOCKERS SHALL HAVE FROM ADJ. W ALL, UNO. PROVIDE COLOR BEAM MATCH SEALANT. Project Name 28 0' - 0" L1 ALL APPLIANCES DESIGNED TO BE 14 PT-02 3. REFER TO SHEET A0.102 FOR ALL 9. REFER TO A5.501 FOR FLOOR RB-0117. WB-01 PT-02 TL-01 12/12/2019 ISSUE FOR PERMIT 6. REFER TO G0.300 FOR SHELVES & CLOTHES HOOKS 40" 22. REPLACE DRYW ALL W ITH 5/8" 21. DOOR JAMB LOCATIONS SHALL BE 4" EQ EQ TA-08 SH-02 TA-08 SH-01 FIXED IN POSITION SHALL BE CORRESPONDING FINISH CODE RB-01 TRANSITION DETAILS. RENOVATION F-1 F-1 RB-01 ACCESSIBILITY REQUIREMENTS FOR MAX AFF PER CBC 11B-308.2.2 CEMENT BACKER BOARD W HERE FROM ADJ. SH-02 TA-06 EQ EQ EQ EQ W ALL, 1' - UNO. 8" 1' - 10" CHASE GYMNASIUM - SOUTH SECURELY FASTENED IN PLACE PER F-1 ANNOTATIONS. 10. ACCESSIBLE LOCKERS SHALL HAVE F-1 F-1 F-1 TL-01 TL-01 TA-06 RESTROOMS. 11. REFER TO G0.301 FOR W ALL TILE IS SPECIFIED. 22. REPLACE DRYW ALL W ITH 5/8" TL-01 BUILDING CODE REQUIREMENTS OF 4. REFER TO A0.102 FOR EQUIPMENT & SHELVES & CLOTHES HOOKS 40" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" EQ EQ 03 L1 10 RENOVATION Project Number L1 7. REFER TO G0.300 FOR ACCESSIBLE ACCESSIBILITY REQUIREMENTS & 23. PROVIDE LEVEL 4 FINISH AT ALL CEMENT BACKER BOARD W HERE APPLICABLE MANUFACTURERTL-01 TOILET ACCESSORY SCHEDULES. MAX AFF PER CBC 11B-308.2.2 TA-06 WOMEN'S F-3 EQ EQ TL-01 F-3 F-3 TL-01 60" 60" TL-01 SHOW ER FIXTURE MOUNTING DETAILS INCLUDING BUT NOT GYPSUM BOARD SURFACES, UNO. TL-01 W ALL TILE IS SPECIFIED. SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" INSTALLATION REQUIREMENTS. 5. REFER TO A0.102 FOR PLUMBING 11. REFER TO G0.301 FOR TL-01 60" 03 28 28 SOCCER 03 DIMENSIONS. Project Number LIMITED TO ACCESSIBLE F-1 F-1 23. PROVIDE LEVEL 4 FINISH AT ALL WOMEN'S CLEAR CLEAR 18. ALL PARTITIONS TO BE TYPE 15 A4 UNO. FIXTURE SCHEDULES. ACCESSIBILITY REQUIREMENTS & 04 A3.104 07 13Seal / Signature CL-03 A3.104 F-1 F-1 PT-02 CL-01 TA-06 WOMEN'S F-3 11 18 F-1 F-1 F-1 © 2019 Gensler 8. ALL 26a SHOW ER COMPARTMENTS TO ACCESSORY HEIGHTS. GYPSUM BOARD SURFACES, UNO. 60" TL-01 TL-01 INSTALL CORNER BEADS AT ALLF-1 TL-01 06 6.F-1 03 REFER TO F-1 G0.300 FOR 27a F-1 EQ EQ DETAILS INCLUDING BUT NOTF-1 F-1 F-1 F-119. F-1 SWIMMING/ F-1 60" 18" F-1 10" RB-01 9' - F-1 Project Name HAVE TA-10 & SHOW ER CURTAIN 12. SEE ELECTRICAL DRAW INGS FOR SOCCER PT-02 WOMEN'S Description EDGES ACCESSIBILITY REQUIREMENTS FOR 4' - 5" 5' - 10" LIMITED TO ACCESSIBLE F-1 EXPOSED W ALLBOARD F-1 EQ EQF-2 1' - 8" 1' -F-1 10" 04 CLEAR 06 A3.103 CL-01 TL-01 PT-02 04 07 A3.104 WATER POLO F-1 F-1 INSTALLED AT FRONT OPENING. LIGHTING FIXTURE SCHEDULE & RB-01 18 L1 TL-01 20. INSTALL CASING BEADS W HENEVER 05 L1 L1 26a RESTROOMS. L1 27a ACCESSORY HEIGHTS. CL-03 14 SWIMMING/ L1 06 18" 12 A3.104 RB-01 F-1 PT-02 27 CHASE GYMNASIUM - SOUTH 9. REFER TO A5.501 A0.102. A3.104 LB1 L1 PLASTER, ETC FF-01 FOR FLOOR FF-01ABUTS WL1ALLBOARDS, ENLARGED PLANS & ELEVATIONS G0.300 FOR ACCESSIBLE DRAW INGS 9' - 10" Description 04 TO F-2 06 7. A3.103REFER L1 2' -12. 2 1/2" SEE ELECTRICAL EQ EQ FOR 2' - 8" WATER POLO F-3 F-3 09 CL-01 13. ALL W ALLS TO BE PAINTED PT-02, F-1 F-1 TL-01TRANSITION DETAILS. 14a A DISIMILAR FINISH MATERIAL. SHOW ER FIXTURE MOUNTING 05 LIGHTING FIXTURE SCHEDULE & RENOVATION L1 05 L1 SH-01 CL-03 WOMEN'S SHOWERS & LAUNDRY PT-02 27 10. ACCESSIBLE LOCKERS SHALLLB1 HAVE TL-01 UNO. TL-01 F-3 LB1 PROVIDE COLOR MATCH SEALANT. 13800 BIOLA AVE. DIMENSIONS. A0.102. A3.104 FF-01 ENLARGED PLANS & ELEVATIONS 9' - 10" CL-03 L1 OPEN TO 09 SHELVES & CLOTHES HOOKS 14. ALL W ALL BASE TO BE W B-01,LB2 UNO. LB2 L1 40" LB1 LB1 21. DOOR LB1 JAMB LOCATIONS SHALL ROOM L1 LB2 BE 4" 8. 05 ALL SHOW ER COMPARTMENTS TO TA-08 SH-02 TA-08 SH-01 13. ALL W ALLS TO BE PAINTED PT-02, TL-01 WOMEN'S 28 28 CL-03 F-1 F-1 F-1 SH-02 Number LB1 L1 OPEN TO EQ EQ FF-01 Project 10 LA MIRADA, CALIFORNIA 90639 12 A3.103 SHOWERS 9' - 10" TL-01 MAX AFF PER CBC 11B-308.2.2 15. ALL PAINTED, INTERIOR DOORS, WOMEN'S SHOWERSPT-02 & LAUNDRY FROM ADJ. W ALL, UNO. CL-01 HAVE TA-10 & SHOW ER CURTAIN TL-01 UNO. LB1 F-3 9' 10" SHOWERS 4' 5" 5' 10" BEYOND TL-01 11. REFER TO G0.301 FOR BASKETBALL FRAMES AND W INDOW FRAMES TO F-1 F-1 F-1 SH-01 22. REPLACE DRYW ALL W ITH 5/8" INSTALLED AT FRONT 14. ALL W ALL BASE TO BE W B-01, UNO. LB2 LB2 L1 LB1 RB-01 WOMEN'SBEYOND 28 28 F-1 F-1 LB1 LB1 FF-01 OPENING. 10 CL-03 12 A3.103 F-1 ROOM F-1 26 & SH-02 ACCESSIBILITY REQUIREMENTS LEVEL 01 LEVEL SH-02 01 BE PT-01, UNO. EQ EQ CEMENT BACKER BOARD Scale F-1 F-1 F-1 9. REFER TO A5.501 FOR FLOOR 4' - 9" TL-01 ALL PAINTED, INTERIOR DOORS, F-1 W HERE F-1 18a 11 TL-01 15. EQ EQ F-2 BASKETBALL LB1 9' - 10" L1 TA-06 L2 LB1 DETAILS INCLUDING BUT NOT LB1 2' - 2 1/2" EQ EQ 0' - 0" 2' - 8" 16. ALL EXPOSED STRUCTURE, 0' - 0" F-1 F-1 F-1 W ALL TILE ISF-1SPECIFIED. L2 TRANSITION DETAILS. F-1 F-1 FRAMES AND W INDOW FRAMES TO F-126a F-1 F-1 30"x48" 30"x48" SH-01 TA-08 TA-08 26 CLEAR FLOOR CLEAR FLOOR L2 AT ALL LIMITED TO ACCESSIBLE MECHANICAL EQUIPMENT, PIPING, L1 Description SH-02 23. PROVIDE LEVEL 4 FINISH LB2 10. ACCESSIBLE LOCKERS SHALL HAVE BE PT-01, UNO. As indicated TL-01 L2 TL-01 EQ EQ Scale L2 11 L2 L2 TA-08 FF-01 LB1 L1 TA-06 L2 ACCESSORY HEIGHTS. LB1 SPRINKLERS, CONDUIT & CABLES TO EQ EQ GYPSUM BOARD SURFACES, UNO. L2 SHELVES LB1 & CLOTHES HOOKS 40" 500 South Figueroa Street Tel 213.327.3600 16. ALL EXPOSED STRUCTURE, SH-02 TL-01 TA-06 LB1 TA-06 60" 30"x48" 03 SH-01 12. SEE ELECTRICAL DRAW INGS FOR BE PAINTED PT-01, UNO. Project Name MAX AFF PER CBC 11B-308.2.2 TA-08 L1 CLEAR FLOOR TL-01 ENLARGED PLANS & ELEVATIONS WOMEN'S Los Angeles, California 90071 Fax 213.327.3601 MECHANICAL EQUIPMENT, PIPING, L2 LB1 LB1 L2 TL-01 L2 TL-01 CL-03 F-3 CL-01 CL-01 L2 L2 L2 LB1 30"x48" FF-01 As indicated LB1 LB1 LB1 LB1 LB1 TA-06 LIGHTING FIXTURE SCHEDULE & 17. ALL APPLIANCES DESIGNED TO BE TA-06 CLEAR FLOOR LEVEL 01 LEVEL 01 LEVEL 01 11. REFER TO G0.301 FOR LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 SPRINKLERS, CONDUIT & CABLES TO United States LEVEL 01 LEVEL 01 26a SH-02 27a 9' - 10" SWIMMING/ LB1 1/4" = 1'-0" 18" SCALE: WOMEN'S TEAM0' -LOCKER ROOMS LB1 LB2 01 L1 1. LB1 ALL DIMENSIONS ARE MEASURED A0.102. 0' - 0" TA-06 FIXED IN POSITION SHALL BE CHASE GYMNASIUM - SOUTH REQUIREMENTS & 0' - 0" 0' - 0" 0' - 0" LEVEL 01 LEVEL PAINTED 0' - 0"ACCESSIBILITY L2 LB1 L2 0' - 0"UNO. 0" 0' - 0" 0' - 0"LB1 F-1 F-1 F-1 4' - 9" 04 PT-01, 06 BE A3.103 F-1 F-1 30"x48" WATER POLOTO BE FROM TO FINISH FACE,BUT NOT 13. ALL W ALLS TO BE PAINTED PT-02, SECURELY FASTENED IN PLACE PER TA-06 CLEAR FLOOR DETAILS INCLUDING 17. ALL APPLIANCES DESIGNED 0' - 0"FINISH FACE 0' - 0" LEVEL 01 RENOVATION LEVEL 01 F-1 F-1 UNO. MAINTAINLIMITED DIMENSIONS LB2 L1 UNO. BUILDING CODE REQUIREMENTS OF PT-02 27 L2 TO ACCESSIBLE FIXED IN POSITION SHALL BE 0' - 0" 0' - 0" MARKED "CLEAR" AND ALLOW FOR 14. ALL W ALL BASE TO BE W B-01, UNO. APPLICABLE MANUFACTURER 09 ACCESSORY HEIGHTS. SECURELY FASTENED IN PLACE PER 05 SH-02 LB1 L1 Saiful Bouquet Scale Structural Engineers Project Number THICKNESS FINISHES. LB2 15. ALL PAINTED, INTERIOR DOORS, INSTALLATION REQUIREMENTS. 1. ALL DIMENSIONS ARE MEASURED 12. OF SEE ELECTRICAL DRAW INGS FOR BUILDING CODE REQUIREMENTS OF CL-03 F-3 CL-01 = 1'-0" 1/4"SCALE: 1/4" = 1'-0" 2.LB2 ALL DIMENSIONS ARE TO FIXTURE BE SCALE: 1/4"SCALE: SCALE: 1/4" SCALE: 1/4" = 1'-0" SCALE: FACE Structural Engineer 18. ALL PARTITIONS TO BE TYPE A4 UNO. = 1'-0" 1/4" = 1'-0" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: SCALE: 1/4" = 1'-0" FRAMES AND W INDOW FRAMES TO FROM FINISH TO FINISH FACE, Date SCALE: 1/4" = 1'-0" SCALE: 281/4" = 1'-0" LIGHTING SCHEDULE &= 1'-0" 1/4"Description TA-08 APPLICABLE MANUFACTURER SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" LB2 28 9' - 10" FF-01 10 12 A3.103 VERIFIED IN FIELD. BE PT-01, UNO. LB2WOMEN'S 19. INSTALL CORNER BEADS AT ALL UNO. MAINTAIN DIMENSIONS Seal / Signature 2020 Camino Del Rio N A0.102. SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" INSTALLATION REQUIREMENTS. As indicated LB1 LB1 TA-06 © 2019 Gensler 3. REFER TO FOR 16. ALL EXPOSED STRUCTURE, 08/21/2019 CD PROGRESS - PLANNING ISSUANCE EXPOSED W ALLBOARD EDGES MARKED "CLEAR" AND ALLOW FOR LEVEL 01 LEVEL 01 13.SHEET ALLA0.102 W ALLS TO ALL BE PAINTED PT-02, 1/4" = 1'-0" BASKETBALL = 1'-0" SCALE:1/4" SCALE: 1/4" = 1'-0" SCALE: San Diego, CA 92108 18. ALL PARTITIONS TO BE TYPE A4 UNO. LB1 F-1 F-1 CORRESPONDING FINISH CODE MECHANICAL EQUIPMENT, PIPING, 26 INSTALL CASING BEADS W HENEVER THICKNESS OF FINISHES. 0' - 0" 0' - 0" 20. LEVEL 01 LEVEL 0112/12/2019 ISSUE FOR PERMIT UNO. 19. INSTALL CORNER BEADS AT ALL Description Seal / Signature Telephone: 619.630.9199 Date Description LB1 LB1 11 ANNOTATIONS. SPRINKLERS, CONDUIT & CABLES TO LB1 © 2019 Gensler W ALLBOARDS, PLASTER, ETC ABUTS 2. ALL DIMENSIONS ARE TO BE LEVEL 01 LEVEL 01 TA-06 L2 LB1 LB1 0' - 0" 0' - 0"UNO. 14. ALL W ALL BASE TO BE W B-01, EXPOSED W ALLBOARD EDGES L2 4. REFER TO A0.102 FOR EQUIPMENT & BE PAINTED PT-01, UNO. A DISIMILAR FINISH MATERIAL. VERIFIED IN FIELD. 0' 0" 0' 0" 15. ALL PAINTED, INTERIOR DOORS, L1 20. INSTALL CASING BEADS W HENEVER ENLARGED PLANS & ELEVATIONS 08/21/2019 CD PROGRESS - PLANNING ISSUANCE TL-01 L2 TL-01 L2 L2 L2 FF-01 TOILET ACCESSORY SCHEDULES. 17. ALL APPLIANCES DESIGNED TO BE PROVIDE COLOR MATCH SEALANT. 3. REFER TO SHEET A0.102 FOR ALL LB2 FRAMES AND W INDOW FRAMES TO W ALLBOARDS, PLASTER, ETC ABUTS TK1SC Collaborative SH-02 12/12/2019 ISSUE FOR PERMIT LB1 WOMEN'S TEAM LOCKER 5. REFER TO A0.102 PLUMBING FIXED IN POSITION SHALL BE 21. DOOR JAMB LOCATIONS SHALL BE 4" CORRESPONDING FINISH CODE BEFOR PT-01, UNO. ROOMS A DISIMILAR FINISH MATERIAL. L2 LB1 LB1 L2 MEP Engineer LB1 30"x48" FIXTURE16. SCHEDULES. SECURELY FASTENED IN PLACE PER FROM ADJ.SCALE: W ALL,1/4" UNO. = 1'-0" ANNOTATIONS. SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ALL EXPOSED STRUCTURE, TA-06 PROVIDE COLOR MATCH SEALANT. CLEAR FLOOR LB1 15231 Laguna Canyon Road, Suite 100 6. REFER TO G0.300 FOR BUILDING CODE REQUIREMENTS OF 22. REPLACE DRYW ALL W ITH 5/8" 4. REFER TO 18" LB2 L1 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" LEVEL 01 21. SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" MECHANICAL EQUIPMENT, PIPING, DOOR 60" A0.102 FOR EQUIPMENT & LEVEL 01 14a 2' - 9 1/2" EQ EQ JAMB LOCATIONS SHALL BE 4" ACCESSIBILITY SPRINKLERS, REQUIREMENTS FOR & CABLES TO APPLICABLE MANUFACTURER CEMENT BACKER BOARD W HERE TOILET ACCESSORY SCHEDULES. Irvine, California 92618 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" CONDUIT FROM ADJ. W ALL, UNO. 0' - 0" 0' - 0" 18a TO A0.102 FOR PLUMBING RESTROOMS. BE PAINTED PT-01, UNO. INSTALLATION REQUIREMENTS. W ALL TILE IS SPECIFIED. 5. REFER Telephone: 949.751.5800 22. REPLACE DRYW ALL W ITH 5/8" 18" Scale © 2019 Gensler 60" 14a 7. REFER TO ACCESSIBLE 18. ALL PARTITIONS TO BE TYPE A4 UNO. 23. PROVIDE LEVEL 4 FINISH AT ALL FIXTURE SCHEDULES. 17.G0.300 ALLFOR APPLIANCES DESIGNED TO BE CEMENT BACKER BOARD W HERE Facsimile: 949.751.5811 Seal / Signature 6' - 6 1/2" 3' - 2 1/2" 5' - 9" 6' - 0 1/2" SHOW ER FIXTURE MOUNTING 19. INSTALL CORNER BEADS AT ALL GYPSUM BOARD SURFACES, UNO. 6. REFER TO G0.300 FOR LB1 L1 18a FIXED IN POSITION SHALL BE PT-02 W ALL TILE IS SPECIFIED. As indicated DIMENSIONS. EXPOSED W ALLBOARD EDGES L1 LB1 ACCESSIBILITY REQUIREMENTS FOR EQ EQ 1' - 8" 1' - 10" SECURELY FASTENED IN PLACE 23. PROVIDE LEVEL 4 FINISH AT ALL WB-01 Project Name L1 PER SCALE: 1/4" = 1'-0"

NOT FOR CONSTRUCT ON

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

6' - 7"

5' - 4 1/2"

4" TYP

Date

08/21/2019 12/12/2019

EQ EQ

30"x48" CLEAR FLOOR

18"

6' - 7"

4" TYP

5' - 4 1/2"

4" TYP 10' - 4" MIN AFF

1' - 11 1/2"

3' - 1 1/2"

3' - 2"

30"x48" CLEAR FLOOR

1' - 3"

18"

4' - 0 1/2"

10' - 4" MIN AFF

BOTTOM OF FIXTURE

10' - 4" MIN AFF

Seal / Signatu

Project Name

CHASE G RENOVA

Project Numb

005.304 Description

ENLARGE WOMEN'S Scale

As indicat

4" TYP

5' - 4 1/2"

4" TYP

BOTTOM OF LIGHT FIXTURE

CLEAR

60"

4" TYP

CLEAR

1' - 6"

6' - 7"

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

POLOFOR - ENLARGED PLAN - WOMEN'S BASKETBALL 07 ENLARGED PLAN 05 WOMEN'S SWIMMING/W.P. - SOUTH ELEVATION 01 WOMEN'S SWIMMING/WATERNOT  

CONSTRUCTION

60"

WOMEN'S BASKETBALL - SOUTH ELEVATION

 18"

4/2/2020 2:11:23 PM

4" TYP

60"

18"

BOTTOM OF LIGHT FIXTURE

4' - 6 1/2" 10' - 4" MIN AFF

3' - 0"

30"x48" CLEAR FLOOR



BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

7' - 0 1/2"

10' - 4" MIN AFF

BOTTOM OF FIXTURE

4' - 0 1/2"

4" TYP

18"

1' - 3"

EQ EQ

' - 1 1/2"

CONSTRUCTION A WOMEN'S SWIMMING/WATER POLO - ENLARGED RCP

TK1SC Colla MEP Enginee 15231 Laguna Irvine, Califor Telephone: 94 Facsimile: 94

4" TYP

10' - 4" MIN AFF

BOTTOM OF LIGHTEQ FIXTURE EQ 4" TYP.

10' - 4" MIN AFF

4" TYP

2' - 9 1/2"

4" TYP 4' - 6"

60"

BOTTOM OF LIGHT FIXTURE EQ EQ

60"

CLEAR

1' - 6"

10' - 4"

CLEAR

60"

4" TYP

6' - 7"

10' - 4" MIN AFF 10' - 4" MIN AFF5' - 4 1/2" BOTTOM OF LIGHT FIXTURE BOTTOM OF LIGHT FIXTURE

4/2/2020 2:11:23 PM

4" TYP

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE 4" TYP

10' - 4"

BOTTOM OF LIGHT FIXTURE

Saiful Bouqu Structural Eng 2020 Camino San Diego, C Telephone: 61

1' - 11 1/2"

3' - 1 1/2"

3' - 2"

1' - 3"

10' - 4"

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE EQ EQ

1' - 3"

4" TYP 18" 4' - 6 1/2"

BOTTOM OF LIGHT FIXTURE

11 WOMEN'S SWIMMING/WATER POLO -A3.103 ENLARGED RCP ENLARGED RCP - WOMEN'S BASKEBTALL -POLO WEST ELEVATION  WOMEN'S SWIMMING/W.P. SWIMMING/WATER - ENLARGED PLAN 02 WOMEN'S SWIMMING/W.P. - SOUTH ELEVATION 08 05 0601 WOMEN'S NOT FOR 11 10

WOMEN'S SWIMMING/W.P. - WEST ELEVATION

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

4" TYP

2' - 9 1/2"

4' - 6" TYP

EQ EQ

4" TYP

7' - 0 1/2"

18"

5' - 4 1/2"

BOTTOM OF LIGHT FIXTURE 6' - 7"

EQ EQ

10' - 4" MIN AFF

30"x48" CLEAR FLOOR

4" TYP

10' - 4" MIN AFF

BOTTOM OF FIXTURE

BOTTOM OF LIGHT FIXTURE

ENLARGED RCP - WOMEN'S BASKEBTALL

10' - 4" MIN AFF

4/2/2020 2:11:35 PM

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

10 8

BOTTOM OF LIGHT FIXTURE

18"

4" TYP

7' - 0 1/2"

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

30"x48" CLEAR FLOOR

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

BOTTOM OF LIGHT FIXTURE 10' - 4" MIN AFF

10' - 4"

4" TYP.

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

4" TYP

10' - 4" MIN AFF 10' - 4" MIN AFF BOTTOM BOTTOM OF OF LIGHT LIGHT FIXTURE FIXTURE

4" TYP

10' - 4" MIN AFF

1' - 11 1/2" EQ

10' - 4"

4' - 0 1/2"

4" TYP.

60"

CLEAR

60"

CLEAR

7' - 0 1/2"

BASKETBALL - WEST ELEVATION ENLARGED PLAN - WOMEN'S BASKETBALL 12 07WOMEN'S ' - 9 1/2"

10' - 4" MIN AFF

BOTTOM OF FIXTURE

4" TYP

10' - 4" MIN AFF

4" TYP

5' - 4 1/2"

4" TYP

3' - 1 1/2"

3' - 2"

1' - 3" EQ

4" TYP

BOTTOM OF LIGHT FIXTURE

30"x48" CLEAR FLOOR

4" TYP

10' - 4" MIN AFF 6' - 7" BOTTOM OF LIGHT FIXTURE

10' - 4"

10' - 4" MIN AFF

18"

7' - 0 1/2"

4" TYP

30"x48" CLEAR FLOOR

BOTTOM OF LIGHT FIXTURE EQ EQ

EQ BOTTOM OF LIGHT FIXTURE

10' - 4" MINEQ AFF

BOTTOM OF FIXTURE EQ

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

7' - 0 1/2"

10' - 4"

60"

CLEAR

60"

CLEAR

4/2/2020 2:11:23 PM

4" TYP

10' - 4" MIN AFF

BOTTOM OF LIGHT 10' -FIXTURE 4"

10' - 4" MIN AFF

6' - 7"

5' - 4 1/2"

4" TYP

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

EQ EQ

4" TYP

EQ EQ

10' - 4" MIN AFF

4" TYP

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

5' - 4 1/2"

4" TYP

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE 10' - 4" MIN AFF

6' - 7"

BOTTOM OF LIGHT FIXTURE

7' - 0 1/2"

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

4" TYP.

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

60"

CLEAR 4' - 0 1/2"

2' - 9 1/2"

18"

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

0405

1' - 11 1/2"

10' - 4"

CLEAR

60"

EQEQ

WOMEN'S BASKETBALL - SOUTH ELEVATION

SKETBALL - WEST ELEVATION 60"

C SWIMMING/WATER POLO - EAST ELEVATION WOMEN'S BIOLA UNIVERSITY WOMEN S VO EYBA E EVA ON EAS

3' - 2"

1' - 3" EQ EQ

4" TYP 10' - 4" MIN AFF

BOTTOM OF FIXTURE

1' - 3"

1' - 6"

W M

4" TYP

3' - 1 1/2"

10' - 4" MIN AFF

10' - 4" MIN AFF BOTTOM OF LIGHT FIXTURE BOTTOM OF LIGHT FIXTURE

18"

4" TYP

30"x48" CLEAR FLOOR

EQ EQ

10' - 4" MIN AFF EQ BOTTOM EQ OF LIGHT FIXTURE

10' - 4" MIN AFF

WOMEN'S SWIMMING/WATER POLOUNIVERSITY - EAST ELEVATION BIOLA SHEET 04 NOTES C WOMEN’S VOLLEYBALL 9 05 WOMEN S VO EYBA E EVA ON EAS 02 W M 02 W M 23 C 9 11 10 WOMEN SWOMEN’S BASKE BA NOR H E EVA COUNTRY ON 2 TRACK &W MMFIELD 03 W M W MM W W M W WOMEN S BASKE BA WES E EVA ON EN ARGED RCP WOMEN S BASKEB A 09 WOMEN S SW MMCROSS NG W P WES E EVA ON / 02 22 12 08 06 WOMEN'S SWIMMING/WATER POLO - NORTH ELEVATION 1 10 ON 11 10 02 WOMEN'S SWIMMING/WATER POLO - ENLARGED RCP 03 W MW 10 3 WOMEN’S SWIMMING / WATER POLO 06 W M 10 04 W M BIOLA UNIVERSITY SHEET NOTES 05 W M 02 21 11 A A3 102 M M EAST W ELEVATION A 03 W A3 10 WOMEN'S BASKETBALL - EAST ELEVATION 04 WOMEN'S SWIMMING/WATERCPOLO - 01 20 102 C 4 W M WOMEN’S BASKETBALL 19 A WOMENS02 CROSS COUNTRY / TRACK & FIELD NOT FOR 01 W M 2 BIOLA UNIVERSITY SHEET NOTES NOT FOR NOT FOR CONSTRUCT ON 5 WOMEN’S RESTROOM C CONSTRUCTION 10 CONSTRUCT ON C A 11 10 18 C GENERAL NOTES 6 WOMEN’S SHOWERS MEN'S BASEBALL- NORTH ELEVATION 1 GENERAL NOTES A 14 MEN'S BASEBALL - SOUTH ELEVATION 10 WOMEN'S SOCCER - EAST ELEVATION MEN'S BASEBALL WEST ELEVATION MEN'S BASEBALL NORTH ELEVATION 2 15 15 11 04 7 A3 101 WOMEN’S SOCCER SOCCER - EAST ELEVATION LEVATION 2 B A3 101 04 WWOMEN'S WOMEN'S SOCCER - NORTH ELEVATION 1 WOMEN'S SOCCER M W M W M - WEST ELEVATION W M WOMEN S VO EYBA E EVA ON NOR H A3 101 03 WOMEN S VO EYBA E EVA B ON NOR H GENERAL NOTES 07 03 07 01 07 03 01 W M MEN S VO EYBA E EVA ON NOR H WOMEN'S SOCCER NORTH ELEVATION 1 LEVATION 01 005.3047.181 GENERAL NOTES 11 10 8 UNIVERSAL CHANGING ROOM 03 11 10 11 10 11 10 WOMEN'S SWIMMING/WATER POLO - NORTH ELEVATION 1 WOMEN'S BASKETBALL - NORTH ELEVATION S VO EYBA E EVA POLO ON 03 EAS WOMEN EYBA POLO E EVA ONELEVATION SWIMMING/WATER - ENLARGED RCP BASKETBALL - EAS WEST ELEVATION RCP - WOMEN'S BASKEBTALL 16 SWIMMING/WATER - NORTH 1 WOMEN'S BASKETBALL - NORTH ELEVATION 0809 04 WOMEN 08 W M 9W M 12S VOWOMEN'S 08 ENLARGEDOFFICE 06 WOMEN'S SWIMMING/W.P. - WEST ELEVATION 02 WOMEN'S AQUATIC 14 09 0304WOMEN'S 8 WOMEN'S SWIMMING/WATER POLO - ENLARGED RCP 8 VATION ENLARGED RCP WOMEN'S BASKEBTALL WOMEN'S SWIMMING/W.P. WEST ELEVATION 08 06 02 26 A 10 NOT FOR 9 SWIMMING HEAD COACH 17 WOMEN'S SWIMMING/WATER POLOOFFICE - EAST ELEVATION A BIOLA SHEET NOTES C B 10 WOMEN'SC BASKETBALL - EAST ELEVATIONC 04 UNIVERSITY GENERAL NOTES 9 CONSTRUCT ON 11 10 C NOT FOR 13 BIOLA UNIVERSITY SHEET NOTES 11 11 10 UNIVERSAL CHANGING ROOM 11 10 A3 103 W M - WOMEN'S NORTH W MM W SWIMMING/WATER POLO - EAST WOMEN'S BASKETBALL - NORTH ELEVATION SPOLO BASKE BA PELEVATION WESWOMEN E1 EVAS BASKE ON RCP WOMEN SNOT BASKEB S SW NGMMW P WWES E 02 EVA WONM 02 W M WOMEN'S BASKETBALL - EAST ELEVATION W M MM W WOMEN S BASKE BA SOU E EVA SWIMMING/WATER ON EN ARGED AN BA ELEVATION WOMEN S SW 05 MM NG WFOR P ASOU H E EVA06ONWOMEN CONSTRUCTION 09WOMEN'S 03 HWOMEN'S 12 WOMEN 08 EN ARGED 10- ENLARGED 04 11 07 05 01 A3.103 A3 102 SWIMMING/WATER POLO PLAN W M ON 01 WOMEN'S C CONSTRUCTION 3 SWIMMING/W.P. POLO - ENLARGED RCP W M - WEST ELEVATION WOMENS SWIMMING / WATER POLO 10 12 04 A MEN’S BASEBALL10 C C 06 02 WOMEN'S SWIMMING/WATER 10 01 11 03 W M 12 11 A 11 10 C 11 A 10 11 25 13 C LAUNDRY ROOM 10 C NOT FOR 11 10 6 NOT FOR 24 14 NOT FOR CONSTRUCT ON 005.3047.181 MEN’S SHOWERS CONSTRUCT ON 005.3047.181 C CONSTRUCTION GENERAL NOTES 11 C NOT FOR 15 C ELEVATION 1 RESTROOM C GENERAL NOTES 14 MEN'S BASEBALL - SOUTH ELEVATION 10 MEN'S BASEBALL- NORTHMEN’S A 7 EVATION101 CONSTRUCT ON 11 10 16 8 WOMEN'S SOCCER - EAST ELEVATION 9 EST ELEVATION MEN'S BASEBALL NORTH ELEVATION 2 MEN’S SOCCER WOMEN'S SOCCER NORTH ELEVATION 1 WOMEN'S SOCCER WEST ELEVATION B 11 04 07 03 A 5 9 WOMEN'S SOCCER - NORTH ELEVATION 1 MEN'S BASEBALL - EAST ELEVATION 2 WOMEN'S SOCCER WEST ELEVATION B WOMEN'S SOCCER NORTH ELEVATION 2 WOMEN'S SOCCER ENLARGED RCP MEN'S BASEBALL ENLARGED RCP A 9 07 03 A3 101 13M 09 06NOR H SWIMMING 0217W 11M 10GENERAL NOTES / W W M WOMEN S VO11 EYBA E EVA ON NOR H WOMEN S VO EYBA E EVA ONMEN’S 11 10 W M 10 WOMEN'S SOCCER - ENLARGED RCP 11WATER POLO 005.3047.181 10 07 03 01 07 03 01 0211 C 10 11 10 11 10 11 10 A3.103 8 - ENLARGED WOMEN'S SWIMMING/WATER POLO - PLAN NORTHWOMEN'S 1BASKETBALL SWIMMING/WATER POLO - EAST WOMEN'S BASKETBALL - WEST RCP ELEVATION BASKEBTALL WOMEN'S SWIMMING/W.P. - WEST ELEVATION WOMEN'S BASKETBALL - NORTH ELEVATION WOMEN'S BASKETBALL - EAST ELEVATION POLO PLAN SWIMMING/WATER POLO - ENLARGED RCP WOMEN'S BASKETBALL - SOUTH12 ELEVATION ENLARGED - ELEVATION WOMEN'S WOMEN'S SWIMMING/W.P. - SOUTH 18 MEN’S CROSS COUNTRY /07TRACK &ELEVATION FIELD 08 ENLARGED 06 ELEVATION 02 WOMEN'S 09 03 10 04 A3.103 11 05- WOMEN'S 01 WOMEN'S SWIMMING/WATER GENERAL NOTES WOMEN'S SWIMMING/WATER POLO ENLARGED RCP WOMEN'S BASKETBALL WEST ELEVATION ENLARGED RCP WOMEN'S BASKEBTALL WOMEN'S SWIMMING/W.P. WEST ELEVATION WOMEN'S SWIMMING/WATER POLO ENLARGED PLAN EVATION ENLARGED PLAN WOMEN'S BASKETBALL WOMEN'S SWIMMING/W.P. SOUTH ELEVATION NOT FOR 4 WOMENS BASKETBALL 12 08 06 02 8 07 05 01 NOT FOR CONSTRUCTION 19 MEN’S BASKETBALL B - NORTH POLO C ELEVATION 1 09 WOMEN'S BASKETBALL - NORTH ELEVATION 03 WOMEN'S SWIMMING/WATER CONSTRUCTION 9 1 4 CA BIOLA UNIVERSITY SHEET NOTES 10 3 C C 9 11 10 20 11 10 11 1 10 OFFICE W M A3 103 11 10 04S BASKE W MM W WOMEN S BASKE BA SOURCPH E EVA ON EN ARGED P AN WOMEN BA WOMEN S SW MM NG W P NOT SOU FOR H E EVA ON 01 W M C 11 A3 102 WOMEN'S SWIMMING/WATER POLO ENLARGED 07 05 ENLARGED RCP WOMEN'S BASKEBTALL WOMEN'S SWIMMING/W.P. WEST ELEVATION C C C C A3.103 08 06 SWIMMING/WATER POLO - ENLARGED PLAN 02 CONSTRUCTION 21 WOMEN'S OFFICE 03 W M 01 W M 10 11 2 C C SWIMMING/W.P. - SOUTH ELEVATION 01 C 05 WOMEN'S 10 11 005.3047.181 10 11 A A3 102 2 10 11 22 005.3047.181 NOT FOR OFFICE 3 01 W M C CONSTRUCT ON NOT FOR 23 A OFFICE 4 CONSTRUCTION 005.3047.181 C C C 24 GENERAL NOTES TELEDATA ROOM C 10 11 UTH ELEVATION MEN'S BASEBALLNORTH ELEVATION 1 10 8 GENERAL NOTES 9 8 9 25 MECHANICAL ROOM 9 9 A3.104 C WOMEN'S SOCCERWOMEN'S - NORTH ELEVATION 2 WOMEN'S SOCCER - ENLARGED RCP WOMEN'S SOCCER - SOUTH ELEVATION SOCCER - ENLARGED PLAN MEN'SMEN'S BASEBALL -SOCCER EAST ELEVATION 2 MEN'S BASEBALL - ENLARGED RCP 1 MEN'S BASEBALL - EAST ELEVATION 1 - NORTH BASEBALL - ENLARGED PLAN A - EAST ELEVATION WOMEN'S SOCCER ELEVATION 1 WOMEN'S MEN'S BASEBALL WEST ELEVATION MEN'S BASEBALL NORTH ELEVATION 2 WOMEN'S SOCCER WEST ELEVATION B 13 09 06 02 12 08 05 01 POLO - NORTH ELEVATION 1 A3.104 15 11 04 - NORTH ELEVATION 07 03 A WOMEN'S SOCCER- -ENLARGED NORTH ELEVATION 2 SOCCER PLAN D RCP 09 WOMEN'S BASKETBALL 03 WOMEN'S SWIMMING/WATER 005.3047.181 701 WOMENS SOCCER 26 11 CHASE GYMNASIUM (EXISTING) 06 WOMEN'S 02 WOMEN'S SOCCER - ENLARGED RCP 10 11 10

CONSTRUCT ON 09 10 WOMEN'S BASKETBALL - EAST ELEVATION SHEET NOTES C GENERAL NOTES

28 EXISTING STRUCTURAL BEAM

SH-01 LB1

Tel 213.327.3600 Fax 213.327.3601

Saiful Bouquet Structural Engineers Structural Engineer 2020 Camino Del Rio N San Diego, CA 92108 Telephone: 619.630.9199

A3 101

LEVEL 01 0' - 0"

SCALE: 1/4" = 1'-0"

LEGEND

LB1

28 EXISTING STRUCTURAL BEAM

WOMEN'S SOCCER - EAST ELEVATION

Tel 213.327.3600 Fax 213.327.3601

500 South Figueroa Street Los Angeles, California 90071 United States

27a

4" TYP

W MM

F-1

08 A3 04 101 BASKETBALL - NORTH ELEVATION WOMEN S VO EYBA 09 WOMEN'S 03 W M

27a

SHEET NOTES

PT-02

F-1

13800 BIOLA AVE. LA MIRADA, CALIFORNIA 90639 LB1

GENERAL NOTES

0' - 0" E EVA ON EAS

F-1

NOT FOR CONSTRUCT ON

LEVEL 01 0' - 0" F-1

F-1

WOMEN S VO SWIMMING/WATER EYBA ON - EAST SOU ELEVATION H W M E EVA POLO E EVA ON WOMEN'S 02 06 EAS

PT-02

F-2

BIOLA UNIVERSITY

28 EXISTING STRUCTURAL BEAM

10' - 4" MIN AFF

04 W M

28 EXISTING STRUCTURAL BEAM

SHEETTA-06NOTES

BIOLA UNIVERSITY

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

LEVEL 01 0' - 0"

04 EYBASWIMMING/WATER E EVA ON POLO NOR - HNORTH ELEVATION 03 WOMEN03S VOWOMEN'S 01 W 1M WOMEN S VO EYBA

S VOON EYBA ON W EAS W WOMEN M EYBAWOMEN E EVA NOR HE EVAS 01 VO EYBA WOMEN'S BASKETBALL 03- EAST10ELEVATION04 05 M WOMEN SW VO

NOT FORW M W MM 03 W CONSTRUCT ON

EAS E EVA ON

TA-08

PT-02 WB-01

TA-06

W M

W M WOMEN02 S BASKE BA

TL-01

SH-02

MEN'S BASEBALL - WEST ELEVATION

Saiful Bouquet Structural Engineers Structural Engineer 2020 Camino Del Rio N San Diego, CA 92108 Telephone: 619.630.9199

F-1

W M

RB-01

TK1SC Collaborative MEP Engineer 15231 Laguna Canyon Road, Suite F-1 100 Irvine, California 92618 Telephone: 949.751.5800 Facsimile: 949.751.5811

F-1

Tel 213.327.3600SH-02 Fax 213.327.3601

TA-06

TK1SC Collaborative MEP Engineer 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 Telephone: 949.751.5800 Facsimile: 949.751.5811

BOTTOM OF LIGHT FIXTURE

4" TYP

SH-01

500 South Figueroa Street Los Angeles, California 90071 United States

F-1

Saiful Bouquet Structural Engineers Structural Engineer 2020 Camino Del Rio N San Diego, F-1 CA 92108 Telephone: 619.630.9199 PT-02

F-1

13800 BIOLA AVE. LA MIRADA, CALIFORNIA 90639

4' - 5"

0910

LEVEL 01 0' - 0"

W M

TA-08

13800 BIOLA AVE. LA MIRADA, CALIFORNIA 90639

F-1

10' - 4" MIN AFF

CL-03 9' - 10"

F-1

PT-02

0207

F-1

LB1

A3 101 ON SOU M M EVA E EVA ON WOMEN EAS S VO EYBA W EW 08H W M Saiful Bouquet Structural Engineers Structural Engineer 2020 Camino Del Rio N San Diego, CA 92108 Telephone: 619.630.9199

Tel 213.327.3600 Fax 213.327.3601

F-1

L1 F-1

BOTTOM OF LIGHT FIXTURE

F-3

500 South Figueroa Street Los Angeles, California 90071 United States

05 W M

LEVEL 01 0' - 0"

VERIFIED IN FIELD. 3. REFER TO SHEET A0.102 FOR ALL CORRESPONDING FINISH CODE F-1 ANNOTATIONS. = 1'-0" REFER TO A0.102 FOR EQUIPMENT & SCALE: 1/4" 4. TOILET ACCESSORY SCHEDULES. 5. REFER TO A0.102 FOR PLUMBING PT-02 FIXTURE SCHEDULES. 6. REFER TO G0.300 FOR ACCESSIBILITY REQUIREMENTS FOR RESTROOMS. 7. REFER TO G0.300 FOR ACCESSIBLE SHOW ER FIXTURE MOUNTING DIMENSIONS. 8. ALL SHOW ER COMPARTMENTS TO HAVE TA-10 & SHOW ER CURTAIN PT-02 LEVEL 01 INSTALLED AT FRONT OPENING. RB-01 0' - 0"TO A5.501 FOR FLOOR 9. REFER TRANSITION DETAILS. 10. ACCESSIBLE LOCKERS SHALL HAVE SHELVES & CLOTHES HOOKS 40" F-1 MAX AFF PER CBC 11B-308.2.2 11. REFER TO G0.301 FOR LEVEL 01 ACCESSIBILITY REQUIREMENTS & DETAILS INCLUDING BUT NOT 0' - 0" LIMITED TO ACCESSIBLE SH-01 ACCESSORY HEIGHTS. 12. SEE ELECTRICAL DRAW INGS FOR SH-02 LIGHTING FIXTURE SCHEDULE & A0.102. 13. ALL W ALLS TO BE PAINTED PT-02, UNO. 14. ALL W ALL BASE TO BE W B-01, UNO. 15. ALL PAINTED, INTERIOR DOORS, TA-08 FRAMES AND W INDOW FRAMES TO BE PT-01, UNO. TA-06 SCALE: 1/4" = 1'-0" 16. ALL EXPOSED STRUCTURE, MECHANICAL EQUIPMENT, PIPING, SPRINKLERS, CONDUIT & CABLES TO BE PAINTED PT-01, UNO. 17. ALL APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE PER SCALE: 1/4" = 1'-0" BUILDING CODE REQUIREMENTS OF APPLICABLE MANUFACTURER INSTALLATION REQUIREMENTS. 18. ALL PARTITIONS TO BE TYPE A4 UNO. 19. INSTALL CORNER BEADS AT ALL EXPOSED W ALLBOARD EDGES 20. INSTALL CASING BEADS W HENEVER F-1 W ALLBOARDS, PLASTER, ETC ABUTS 2' - 8" A DISIMILAR FINISH MATERIAL. PROVIDE COLOR MATCH SEALANT. 21. DOOR JAMB LOCATIONS SHALL BE 4" FROM ADJ. W ALL, UNO. 22. REPLACE DRYWF-2 ALL W ITH 5/8"F-1 EQ EQ 1' - 8" 1' - 10" F-1 CEMENT BACKER BOARD W HERE F-1 W ALL TILE IS SPECIFIED. F-3 F-3 23. PROVIDE LEVEL 4 FINISH AT ALL L2 GYPSUM BOARD SURFACES, UNO.

10' - 4" MIN AFF

1' - 8" 1'F-1- 10"

BOTTOM OF LIGHT FIXTURE

EQ EQ

BOTTOM OF LIGHT FIXTURE

F-2 EQ

F-3

F-1

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

F-1

10' - 4" MIN AFF

PT-02 RB-01

27a ALL DIMENSIONS MEASUREDSTRUCTURAL BEAM 28ARE EXISTING FROM FINISH FACE TO FINISH FACE, UNO. MAINTAIN DIMENSIONS MARKED "CLEAR" AND ALLOW FOR LB1 THICKNESS OF FINISHES. Date Description ALL DIMENSIONS ARE TO BE

4" TYP

SCALE: 1/4" = 1'-0"

SHEET NOTES

SH-01 SH-02

LEVEL 01 0' - 0"

E EVAW ON EAS MW WOMEN S VO EYBA 01 05

SCALE: 1/4" = 1'-0"

10 PT-02 RB-01

10' - 4" MIN AFF

03 WOMEN'S SWIMMING/WATER POLO - NORTH ELEVATION 1

27a

Tel 213.327.3600 Fax 213.327.3601

BOTTOM OF LIGHT FIXTURE

PT-02

500 South Figueroa Street Los Angeles, California 90071 United States

BIOLA UNIVERSITY

PT-02 WB-01

F-1

06 POLO - EAST ELEVATION 04 WOMEN'S SWIMMING/WATER C BIOLA UNIVERSITY 09 WOMEN S BASKE BA NOR H E EVA ON

10' - 4" MIN AFF

A3 101

NOT FOR SHEET NOTES CONSTRUCT ON 28 EXISTING STRUCTURAL BEAM

4" TYP

LEVEL 01 0' - 0"

F-1

13800 BIOLA AVE. LB1 LA MIRADA, CALIFORNIA 90639

WOMEN VO HEYBA W M EYBA 04 E10EVA ON SNOR

02 W M

E EVA ON EAS

W C

10' - 4" MIN AFF

SCALE: 1/4" = 1'-0"

09 03

W M WOMEN L2 S VO

WOMENS VOLLEYBALL GENERAL NOTES 4" TYP

W M

TA-06

F-1

LEVEL 01 0' - 0"

PT-02

13800 BIOLA AVE. LA MIRADA, CALIFORNIA 90639

4" TYP

MEN S VO EYBA07E EVA ON EAS 02 ELEVATION 1 WOMEN'S BASKETBALL - EAST 01 W M 10 TA-08

10' - 4" MIN AFF

F-1

BOTTOM OF LIGHT FIXTURE

W M W M

LEVEL 01 0' - 0"

BOTTOM OF LIGHT FIXTURE

LB1

10' - 4" MIN AFF

SH-02

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

SH-01

PT-02 WB-01

LB1

F-1

W MM

BIOLA UNIVERSITY

28 EXISTING STRUCTURAL BEAM

F-1

BOTTOM OF LIGHT FIXTURE

F-1

SHEET NOTES

04 W M

PT-02 WB-01

10 PT-02 RB-01

28 EXISTING STRUCTURAL BEAM

04 WOMEN S VO EYBA E EVA ON EAS 05 WOMEN S VO EYBA

E EVA ON SOU H

27a

4" TYP

TK1SC Collaborative MEP Engineer 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 Telephone: 949.751.5800 Facsimile: 949.751.5811

EAS E EVA ONSHEET NOTES

06 WOMEN S VO EYBA

10' - 4" MIN AFF

PT-02

10 WOMEN S BASKE BA 02 W M W 06 W M

NOT FOR CONSTRUCT ON BIOLA UNIVERSITY

F-1

BOTTOM OF LIGHT FIXTURE

SCALE: 1/4" = 1'-0"

NOT FOR W M CONSTRUCT ON

09 W M

10' - 4" MIN AFF

04 WOMEN'S SWIMMING/WATER POLOC- EAST ELEVATION 02 W M

Saiful Bouquet Structural Engineers Structural Engineer 2020 Camino Del Rio N San Diego, CA 92108 Telephone: 619.630.9199

02 W M

E EVA ON EAS

BOTTOM OF LIGHT FIXTURE

LEVEL 01 0' - 0"

05 WOMEN S VO EYBA

10' - 4" MIN AFF

LB1

08 W M

E EVA ON EAS

Tel 213.327.3600 Fax 213.327.3601

BOTTOM OF LIGHT FIXTURE

500 South Figueroa Street Los Angeles, California 90071 United States

F-1

10 W M

10' - 4" MIN AFF

4" TYP

04 WOMEN S VO EYBA

W M

PT-02 WB-01

E EVA ON SOU H

BOTTOM OF LIGHT FIXTURE

27a

06 WOMEN S VO EYBA

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

08 W M

13800 BIOLA AVE. W LA MIRADA, CALIFORNIA 90639

10 W M

10' - 4" MIN AFF

E EVA ON SOU H

F-1

BOTTOM OF LIGHT FIXTURE

MEN S VO EYBA

F-1

BOTTOM OF LIGHT FIXTURE

PT-02 WB-01

02 W M

E EVA ON EAS

BOTTOM OF LIGHT FIXTURE

05 WOMEN S VO EYBA

W M



 

A3.1

10 M

04 M

W MM

BIOLA UNIVERSITY 14 ADA SEATING BENCH 16 MONITOR DEVICE MOUNTED (PROVIDED BY OWNER) 28 EXISTING STRUCTURAL BEAM 43 SCHEDULED W M WALL BASE

PT-02

13800 BIOLA AVE.

LB1

W MM

11 M

Tel 213.327.3600 Fax 213.327.3601

04 MEN'S C.C./T&F - EAST ELEVATION 03

B PT-02

TL-01

F-1

SCALE: 1/4" = 1'-0"

W MM

W M

LB1

PT-02 WB-01

Tel 213.327.3600 Fax 213.327.3601

PT-02

SHEET NOTES

03 M

PT-02 WB-01

TK1SC Collaborative MEP Engineer 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 Telephone: 949.751.5800 Facsimile: 949.751.5811

W MM

10' - 4" MIN AFF

LEVEL 01 0' - 0"

4" TYP.

LB1

10' - 4" MIN AFF

F-1

14 ADA SEATING BENCH 16 MONITOR DEVICE MOUNTED (PROVIDED W M F-1BY OWNER) 28 EXISTING STRUCTURAL BEAM L1 43 SCHEDULED WALL BASE

A3 10402 M

LB1

LEVEL 01

SCALE: 1/4" = 1'-0"

BOTTOM OF LIGHT FIXTURE

1' - 6"

F-3

F-1

M E5 EVA W MM MEN S SOCCER ON TL-01W WES

PT-02 WB-01

NOT FOR S BASEBA CONSTRUCT 14 MENON EQ PT-02

F-3

4' - 1"

3' - 9 1/2"

Date

F-1

BEYOND L1 1/4" = 1'-0" SCALE: TA-06

F-1

SH-02

F-1

TA-08

PT-02F-1 WB-01

TA-06

SH-01

LB1

SH-02

F-1

F-1 1/4" = 1'-0" SCALE:

TA-08

500 South Figueroa StreetF-1 TA-06 Los Angeles, California 90071 United States LEVEL 01 0' - 0"

F-1

10' - 4" MIN AFF

EQ F-1

LEGEND

LEVEL 01 0' - 0"

F-1

2' - 11"

5' - 5"

F-1

4' - 1 1/2"

F-1

1' - 8"

F-1

F-1SCALE:

1/4" = 1'-0"

NOT FOR CONSTRUCT ON

TK1SC Collaborative MEP Engineer 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 Telephone: 949.751.5800 28 28 Facsimile: 949.751.5811

01 M

F-1

PT-02

F-1

BIOLA UNIVERSITY

14 ADA SEATING BENCH 16 MONITOR DEVICE MOUNTED (PROVIDED BY OWNER) 28 EXISTING STRUCTURAL BEAM LB1 43 SCHEDULED WALL BASE

F-1

ALL W 16 ALLS TO BE PAINTED OPEN TO PT-02, UNO. SHOWERS ALL W ALL BASE TOBEYOND BE W B-01, UNO. F-1 PAINTED, INTERIOR DOORS, F-1 SCALE: 1/4" = 1'-0" ALL 06b FRAMES AND W INDOW FRAMES TO L1 PT-01, UNO. L1 BE LB1 16. ALL EXPOSED STRUCTURE, LEVEL 01 LEVEL 01 MECHANICAL EQUIPMENT, PIPING, 43 0' - 0" 0' - 0" LB1 SPRINKLERS, CONDUIT & CABLES TO LEVEL 01 LEVEL 01 OPEN TO BE PAINTED PT-01, UNO. 0' - 0" 0' - 0" SHOWERS 17. ALL APPLIANCES DESIGNED TO BE BEYOND FIXED IN POSITION SHALL BE F-1 SCALE: 1/4" = 1'-0" SECURELY FASTENED IN PLACE PER 06b 1. ALL DIMENSIONS ARE MEASURED SCALE: 1/4" = 1'-0" BUILDING CODE REQUIREMENTS OF FROM FINISH FACE TO FINISH FACE, 3' - 7 1/2" 3' - 9 1/2" APPLICABLE MANUFACTURER UNO. MAINTAIN DIMENSIONS INSTALLATION REQUIREMENTS. MARKED "CLEAR" AND ALLOW FOR 43 18. ALL F-1 THICKNESS OF FINISHES. LB1 PARTITIONS TO BE TYPE A4 UNO. LB1 LEVEL 01 LEVELARE 01 TO BE 19. INSTALL CORNER BEADS AT ALL 2.Seal / Signature ALL DIMENSIONS EQ EQ VERIFIED IN FIELD. 0' - 0" 0' - 0" EXPOSED W ALLBOARD EDGES 20. INSTALL CASING BEADS W HENEVER 06b 3. REFER TO SHEET A0.102 FOR ALL W ALLBOARDS, PLASTER, ETC ABUTS CORRESPONDING FINISH CODE F-3 F-1 A DISIMILAR FINISH MATERIAL. ANNOTATIONS. PT-02 PROVIDE COLOR MATCH SEALANT. 4. REFER TO A0.102 FOR EQUIPMENT & LB13' - 7 1/2" L1 3' - 9 1/2" = 1'-0" DOOR JAMB LOCATIONS SHALL BE 4" SCALE: 1/4"21. TOILET ACCESSORY SCHEDULES. EQ EQ MEN'S CROSS FROM ADJ. W ALL, UNO. 5. REFER TO A0.102 FOR PLUMBING SH-01 22. F-1 REPLACE DRYW ALL W ITH 5/8" COUNTRY/ TRACK FIXTURE SCHEDULES. F-3 F-1 F-1 L1 CEMENT BACKER BOARD W HERE 6. REFER TO G0.300 FOR CL-03 CL-01 & FIELD LB1 W ALL TILE IS SPECIFIED. EQ EQ ACCESSIBILITY REQUIREMENTS FOR 9' - 10" 06 0" 23. PROVIDE LEVEL 4 FINISH AT ALL RESTROOMS. ø 5' TL-01 GYPSUM BOARD SURFACES, UNO. TL-01 7. REFER TO G0.300 FOR ACCESSIBLE L1 LB1 ADA SEATING BENCH TL-01 F-3 SHOW ER FIXTURE MOUNTING PT-02 07 Project Name MONITOR DEVICE MOUNTED DIMENSIONS. WB-01 PT-02 F-1 8. TO F-3ALL SHOW ER COMPARTMENTS PT-02 (PROVIDED BY OWNER) F-1 WB-01 EQ EQ CHASE GYMNASIUM - SOUTH 03 HAVE TA-10 & SHOW ER CURTAIN A3.106 L1 EXISTING STRUCTURAL BEAM INSTALLED AT FRONT OPENING. TL-01 RENOVATION F-3 9. SH-01REFER TO A5.501 FOR FLOOR CL-03 CL-01 SCHEDULED WALL08BASE 04 A3.106 DETAILS. F-1 06 ProjectTRANSITION Number 9' - 10" 2' 11" 5' 5" 60" 10. ACCESSIBLE LOCKERS SHALL HAVE SHELVES & CLOTHES HOOKS 40" CLEAR TL-01 28 28 28 05 3' - 7 1/2" SH-02 MAX AFF PER CBC 11B-308.2.2 L1 LB1 11. F-1REFER TO G0.301 FOR F-1 F-1 F-1 F-1 F-1F-1 F-1 FF-01F-1 Description ACCESSIBILITY REQUIREMENTS & TA-08 F-3 F-1 F-1 F-1 13800 BIOLA AVE. L1 DETAILS INCLUDING BUT NOTL1 L1 ENLARGED PLANS & ELEVATIONS LIMITED TO ACCESSIBLE TA-06 LA MIRADA, CALIFORNIA 90639 SH-01 ACCESSORY HEIGHTS. LB1 MEN'S TEAM LOCKER ROOMS & LEVEL 01 LB1 12. SEE ELECTRICAL DRAW LB2 L1 01 LB1 F-116 TA-06 SH-02 TA-08 LEVEL LEVEL 01 INGS FOR 2' - 11"OPEN TO 5' - 5" 4' - 1 0' 1/2" 1' - 8" - 0" SHOWERS LIGHTING FIXTURE SCHEDULE & 0' - 0" 0' - 0" A0.102.

3' - 7 1/2"

Tel 213.327.3600 Fax 213.327.3601

13. 14. 15.

NOT FOR CONSTRUCT ON

TK1SC Collaborative MEP Engineer 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 Telephone: 949.751.5800 Facsimile: 949.751.5811

Saiful Bouquet Structural Engineers Structural Engineer 2020 Camino Del Rio N San Diego, CA 92108 Telephone: 619.630.9199

10' - 4" MIN AFF

LEVEL 01 0' - 0"

F-1

04 W M

Saiful Bouquet Structural Engineers Structural Engineer 2020 Camino Del Rio N San Diego, CA 92108 Telephone: 619.630.9199

Tel 213.327.3600 Fax 213.327.3601

BOTTOM OF LIGHT FIXTURE

LB1

OPEN TO TA-08

SHOWERS F-1

F-1

F-3

500 South Figueroa Street Los Angeles, California 90071 United States

LEVEL 01 0' - 0"

F-1

4" TYP

F-1

TA-08

BOTTOM OF LIGHT FIXTURE BOTTOM OF LIGHT FIXTURE

F-1

PT-02

F-1

CL-01

4' - 1"

CL-03 9' - 10"

TL-01

SH-02

10' - 4" MIN AFF

PT-02

CL-01

14 ADA SEATING BENCH 16 MONITOR DEVICE MOUNTED (PROVIDED F-1 BY OWNER) 28 EXISTING STRUCTURAL BEAM F-1 43 SCHEDULED WALL BASE

CL-03 9' - 10"

10' - 4" MIN AFF

F-1

03 W M

05 MEN SCSW MM NG W P E EVA ONC SOU H06 MEN S SW MM NG W P B WES E EV

07 M

Description

08/21/2019 CD PROGRESS - PLANNING ISSUANCE 12/12/2019 ISSUE FOR PERMIT PT-02 WB-01 PT-02

- EAST ELEVATION 04 MEN'S C.C./T&F 02 M W MM W

F-1

BIOLA UNIVERSITY M W MM E W

SCALE: 1/4" = 1'-0"

3' - 7 1/2"

LB1

500 South Figueroa Street Los Angeles, California 90071 United States

04 MEN'S C.C./T&F - EAST ELEVATION

ALL DIMENSIONS ARE MEASURED FROM FINISH FACE TO FINISH FACE, UNO. MAINTAIN DIMENSIONS MARKED "CLEAR" AND ALLOW FOR THICKNESS OF FINISHES. LB1 2. ALL DIMENSIONS ARE TO BELEVEL 01 VERIFIED IN FIELD. 0' - 0" 3. REFER TO SHEET A0.102 FOR ALL CORRESPONDING FINISH CODE ANNOTATIONS. 4. REFER TO A0.102 FOR EQUIPMENT & TOILET ACCESSORY SCHEDULES. 5. REFER TO A0.102 FOR PLUMBING FIXTURE SCHEDULES. 6. REFER TO G0.300 FOR ACCESSIBILITY REQUIREMENTS FOR RESTROOMS. 7. REFER TO G0.300 FOR ACCESSIBLE SHOW ER FIXTURE MOUNTING DIMENSIONS. 8. ALL SHOW ER COMPARTMENTS TO PT-02 HAVE TA-10 & SHOW ER CURTAIN PT-02 INSTALLED AT FRONT OPENING. WB-01 SH-01 9. REFER TO A5.501 FOR FLOOR TRANSITION DETAILS. 10. ACCESSIBLE LOCKERS SHALL HAVE SHELVES & CLOTHES HOOKS 40" MAX AFF 28 PER CBC 11B-308.2.2 28 11. REFER TO G0.301 FOR F-1 F-1 REQUIREMENTS & ACCESSIBILITY DETAILS INCLUDING BUT NOT F-1 L1 F-1 LIMITED TO ACCESSIBLE PT-02 ACCESSORY HEIGHTS. 12. LEVEL SEE 01 ELECTRICAL DRAW INGS FOR LIGHTING FIXTURE SCHEDULE & 0' - 0" A0.102.

13800 BIOLA AVE. LA MIRADA, CALIFORNIA 90639

F-1

13800 BIOLA AVE. LA MIRADA, CALIFORNIA 90639

GENERAL NOTES 0' - 0" 1.

LB1

BOTTOM OF LIGHT FIXTURE

06b

F-1

BOTTOM OF LIGHT FIXTURE

4" TYP.

PT-02

OPEN TO SHOWERS BEYOND

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

4" TYP

10' - 4" MIN AFF`

10' - 4" MIN AFF BOTTOM OF LIGHT FIXTURE BOTTOM OF LIGHT FIXTURE

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

10' - 4" MIN AFF`

3' - 7 1/8"

10' - 4" MIN AFF

F-1

0' - 0" 05a

07 MEN'S C.C./T&F - NORTH ELEVATION 2 F-1

08 MEN'S C.C./T&F - WEST ELEVATION 2 F-1

F-1

PT-02

SCALE: 1/4" = 1'-0"

14 ADA SEATING BENCH 16 MONITOR DEVICE MOUNTED (PROVIDED BY OWNER) 5 28 EXISTING STRUCTURAL BEAM 43 SCHEDULED WALL TL-01 BASE

F-1

LEVEL 01 0' - 0"

SCALE: 1/4" = 1'-0"

PT-02

F-1

BOTTOM OF LIGHT FIXTURE

TL-01

F-1

SCALE: 1/4" = 1'-0"

2' - 3 1/2" 1' - 6 1/2"

EAS E EVA ONLEVEL 01

F-1

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

F-1

13 MEN S BASEBA

PT-02 WB-01

W MM

BIOLA UNIVERSITY

14 ADA SEATING BENCH 16 MONITOR DEVICE MOUNTED (PROVIDED BY OWNER) 28 EXISTING STRUCTURAL BEAM BIOLA UNIVERSITY 43 SCHEDULED WALL BASE

PT-02

SHEET NOTES B

- NORTH ELEVATION 1 03 MENS' C.C./T&FMEN'S C.C./T&F - WEST ELEVATION 2 08 06b

10' - 4" MIN AFF`

11 MEN'S BASKETBALL - NORTH ELEVATION

F-1 13.

F-1

NOT FOR CONSTRUCT ON

LEVEL 01 0' - 0"

OPEN TO SHOWERS BEYOND

5 TL-01

F-1

BOTTOM OF LIGHT FIXTURE

12.

F-1

LB1

MEP Engineer 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 Telephone: 949.751.5800 Facsimile: 949.751.5811

SCALE: 1/4" = 1'-0"

5' - 8"

EQ F-1

LEVEL 01 0' - 0"

05 MEN S SW5 MM NG W PE E EVA ON SOU 4 H SHEET NOTES M A3 11 M 10 C B 105 02 M W MM W

F-1

NOTESNOR H E EVA ON BIOLA UNIVERSITY SHEET 5 BASEBA SOU H E EVA ON NOR H ENOTES EVA ON 10B MEN S SHEET 10 MEN S BASEBA MEN S BASEBA B 12 EMEN S BASEBA EAS E EVA ON 08 05 W M C 01 W M A3 104 EN ARGED P CAN W M B 01 ON 07 WOMEN S SOCCER WES E EVA 03 W M 13800 BIOLA AVE. LA MIRADA, CALIFORNIA 90639 09 MEN S BASEBA EN ARGED RCP 06 W M 02 W M 13 MEN S BASEBA EAS E EVA ON 09 MEN S BASEBA EN ARGED RCP 06 W M GENERAL NOTES MEN'S BASKETBALL - NORTH ELEVATION MEN'S C.C./T&F - NORTH ELEVATION 2 MENS' C.C./T&F - NORTH ELEVATION 1 B 11 07 03 13800 BIOLA AVE. 03 MENS' C.C./T&F - NORTH ELEVATION 1 LA MIRADA, CALIFORNIA 90639

SH-01

F-1

48 1/2"

LEVEL 01 0' - 0"

F-1

PT-02

W MM

F-1

PT-02 WB-01

SCALE: 1/4" = 1'-0"

LEVEL 01 0' - 0"

- EAST ELEVATION 12 MEN'S BASKETBALL08 M

F-1

SH-01

- NORTH ELEVATION 2 07 MEN'S C.C./T&F 12 MEN'S BASKETBALL - EAST ELEVATION

10' - 4" MIN AFF

1' - 8"

TL-01

Saiful Bouquet Structural Engineers Structural Engineer 2020 Camino Del Rio N SCALE: 1/4" = 1'-0" San Diego, CA 92108 Telephone: 619.630.9199

BOTTOM OF LIGHT FIXTURE

4' - 1 1/2"

11. F-1

F-1

M 04 M

TK1SC Collaborative MEP Engineer 15231 Laguna Canyon Road, Suite 100 EQ 28 Irvine, California 92618 Telephone: 949.751.5800F-1 F-1 Facsimile: 949.751.5811

Tel 213.327.3600 Fax 213.327.3601

LEVEL 01 0' - 0"

3' - 6"

SH-01

5' - 5"

F-1

Saiful Bouquet Structural Engineers Structural Engineer 2020 Camino Del Rio N San Diego, CA 92108 Telephone: 619.630.9199 PT-02

BOTTOM OF LIGHT FIXTURE

2' - 11"

10.

PT-02 WB-01

TL-01

500 F-1 South Figueroa Street F-1 Los Angeles, California 90071 United States

F-1

LB1 TK1SC Collaborative

LB1 F-1

3' -F-1 7 1/2"

NOT FOR CONSTRUCT ON

Tel 213.327.3600 Fax 213.327.3601

10' - 4" MIN AFF

F-1

PT-02 WB-01

4" TYP

10' - 4" MIN AFF

F-1

10' - 4" MIN AFF

1' - 6"

TL-01

F-3

EAS E EVA ON

10' - 4" MIN AFF`

TA-06

CL-01

10' - 4" MIN AFF

2' - 3 1/2" 1' - 6 1/2"

TA-08

EQ F-3

5 MEN S BASEBA PT-02

BOTTOM OF LIGHT FIXTURE

4' - 1"

SH-02

CL-03 9' - 10"

LEVEL 01 0' - 0"

Description

09 06 08MENMS SW MM NG W P 4 WES E3 EV B 01 M W MM W MEN S BASEBA SOU H E EVA ON 14 C W M C MEN S BASEBA EN ARGED P AN 08 05

LEVEL 01 0' - 0"

SCALE: 1/4" = 1'-0"

08/21/2019 CD PROGRESS - PLANNING ISSUANCE 12/12/2019 ISSUE FOR PERMIT

LB1

F-1

11 MEN'S BASKETBALL - NORTH ELEVATION

500 South Figueroa Street Los Angeles, California 90071 United States

SCALE: 1/4" = 1'-0"

LB1

Date

LB1

13800 BIOLA AVE. LA MIRADA, CALIFORNIA 90639

LB1

M - EAST W MMELEVATION W MEN'S03 C.C./T&F

F-1

11 M

F-1

MENS SOCCER

F-3

16 M 07

F-1

SH-02

TA-06

BOTTOM OF LIGHT FIXTURE

F-1

04 MEN'S C.C./T&F - EAST ELEVATION

10' - 4" MIN AFF

10 M

4' - 1"

SCALE: 1/4" = 1'-0"

ALL DIMENSIONS ARE1/4" MEASURED = 1'-0" SCALE: FROM FINISH FACE TO FINISH FACE, UNO. MAINTAIN DIMENSIONS MARKED "CLEAR" AND ALLOW FOR THICKNESS OF FINISHES. LB1 ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD. REFER TO SHEET A0.102 FOR ALL CORRESPONDING FINISH CODE ANNOTATIONS. REFER TO A0.102 FOR EQUIPMENT & TOILET ACCESSORY SCHEDULES. SCALE: 1/4" = 1'-0" REFER TO A0.102 FOR PLUMBING FIXTURE SCHEDULES. REFER TO G0.300 FOR ACCESSIBILITY REQUIREMENTS FOR RESTROOMS. REFER TO G0.300 FOR ACCESSIBLE SHOW ER FIXTURE MOUNTING PT-02 PT-02 DIMENSIONS. WB-01 ALL SHOW ER COMPARTMENTS TO HAVE TA-10 & SHOW ER CURTAIN INSTALLED AT FRONT OPENING. REFER TO A5.501 FOR FLOOR TRANSITION DETAILS. ACCESSIBLE LOCKERS SHALL HAVE SHELVES & CLOTHES HOOKS 40" PT-02 MAX AFF28PER CBC 11B-308.2.2 REFER TO G0.301 FOR WB-01 F-1 F-1 F-1 ACCESSIBILITY REQUIREMENTS &F-1 DETAILS INCLUDING BUT NOT LIMITED TO ACCESSIBLE L1 ACCESSORY HEIGHTS. SEE ELECTRICAL DRAW INGS FOR LIGHTING FIXTURE SCHEDULE & A0.102. ALLF-1 W ALLS TO BE PAINTED PT-02, UNO. SCALE: 1/4" = 1'-0" ALL W ALL BASE TO BE W B-01, UNO. ALL PAINTED, INTERIOR DOORS, FRAMES AND W INDOW FRAMES TO BE PT-01, 16 UNO. OPEN TO ALL EXPOSED STRUCTURE, LB1 SHOWERS MECHANICAL EQUIPMENT, PIPING, BEYOND SPRINKLERS, CONDUIT & CABLES TO BE PAINTED PT-01, UNO. ALL APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE PER 43 SCALE: 1/4" = 1'-0" BUILDING CODE REQUIREMENTS OF

PT-02

F-1

TA-08

LEVEL 01 0' - 0"

10' - 4" MIN AFF

LEVEL 01 0' - 0"

BOTTOM OF LIGHT FIXTURE

PT-02

F-1

BOTTOM OF LIGHT FIXTURE

TL-01

4" TYP.

W MM W ELEVATION 2 MEN'S - WEST 1/2" 3' - 9 1/2" 02 3' -M7 C.C./T&F

08 MEN'S C.C./T&F - WEST ELEVATION 2

06b

F-1

GENERAL NOTES

OPEN TO SHOWERS BEYOND

= 1'-0"1/4" = 1'-0" SCALE: 1/4" SCALE:

06b F-1

BOTTOM OF LIGHT FIXTURE

LEVEL 01 0' - 0"

OPEN TO SHOWERS BEYOND

4" TYP.

10' - 4" MIN AFF

LEVEL 01 0' - 0"

F-1

14 ADA SEATING BENCH 16 MONITOR DEVICE MOUNTED F-1 (PROVIDED BY OWNER) L1 28 EXISTING STRUCTURAL BEAM 43 SCHEDULED WALL BASE

F-1

PT-02

10' - 4" MIN AFF

F-1

LB1

F-1

BOTTOM OF LIGHT FIXTURE

F-1

LB1

MEN'S BASKETBALL EAST ELEVATION MENS' C.C./T&F -- NORTH ELEVATION 1 12 03

BOTTOM OF LIGHT FIXTURE

W MM

F-1

EQ EQ

F-1

BOTTOM OF LIGHT FIXTURE

F-1

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF`

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

PT-02 WB-01

4" TYP

F-1

W MM

Saiful Bouquet Structural Engineers Structural Engineer 2020 Camino Del Rio N San Diego, CA 92108 Telephone: 619.630.9199

LEVEL 01 0' - 0"

5 B

NOT03FOR CONSTRUCT ON

SCALE: 1/4" = 1'-0"

TL-01

04 W M

13800 BIOLA AVE. LA MIRADA, CALIFORNIA 90639

MEN'S C.C./T&F - EAST ELEVATION

04 M

03 W M

500 South Figueroa Street Los Angeles, California 90071 United States

LB1

LEVEL 01 0' - 0"

MEN'S C.C./T&F - WEST ELEVATION 2

BIOLA UNIVERSITY

07 WOMEN S SOCCER WES E EVA ON 02 W M NOR H E EVA ON

MEN S BASEBA

05 MEN S SW MM NG W P E EVA ON SOU H

06b

09 M

BIOLA UNIVERSITY

F-1

OPEN TO SHOWERS BEYOND

14 ADA SEATING BENCH 16 MONITOR DEVICE MOUNTED (PROVIDED BY OWNER) 28 EXISTING STRUCTURAL BEAM 43 SCHEDULED WALL BASE

PT-02

SHEET NOTES

LEVEL 01 0' - 0"

SHEET NOTES4

F-1

NOT FOR W CONSTRUCT ON

SCALE: 1/4" = 1'-0"

PT-02 WB-01

F-1

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

WPT-02

F-1

01 0"

PT-02

W MM

TK1SC Collaborative MEP Engineer 15231 Laguna Canyon Road, Suite 100 Irvine, California 92618 Telephone: 949.751.5800 Facsimile: 949.751.5811

W MM

F-1

BIOLA UNIVERSITY

14 ADA SEATING BENCH 16 MONITOR DEVICE MOUNTED (PROVIDED BY OWNER) 28 EXISTING STRUCTURAL BEAM 43 SCHEDULED WALL BASE

W M E EVA W M ON S BASEBA SOU H E EVA BONMEN S BASEBA S BASEBA NOR MEN H E SEVA ONMEN S BASEBA SOU HWE EN ONW RCP MEN S BASEBA NORON H 08 E EVA ON MEN E EVA ON MEN SONBASEBA ARGED AN MEN S BASEBA EAS08 E EVA MEN SPBASEBA ARGED E EVA ON NOR H ESHBASEBA EVA ON EAS S10 BASEBA E EVA SW11 MM NG WS PBASEBA E EVA 12 ON SOU 14C MEN 04 10 MMENMWES 14 MENEN 01 S BASEBA NOR H02 09 06 WES A3 104 15 04 MEVA05 15 M MENMEN 11 MEN M W MM W M M W 13 MM W 13800 BIOLA AVE. 11 MENBASEBALL 05 W M S BASEBA ARGED P AN ON MEN S BASEBA EAS EC EVA 08 NOT FOR S SW MM NG W P E EVA ON SOU H 1213MEN MENS LA MIRADA, CALIFORNIA 90639 08 0509W MMEN S09BASEBA EN ARGED RCP 06 W0201 11 02M W M03 05 M M W MM W 10 04 E EVA ON ON 03 W M 07 WOMEN S SOCCER WESCONSTRUCT 07 WOMEN S SOCCER WES E EVA ON

PT-02 WB-01

04 M

F-1

MEN'S BASKETBALL - EAST ELEVATION

SCALE: 1/4" = 1'-0"

LB1

Saiful Bouquet Structural Engineers Structural Engineer 2020 Camino Del Rio N San Diego, CA 92108 Telephone: 619.630.9199

LEVEL 01 0' - 0"

10 M

F-1

10' - 4" MIN AFF

LA MIRADA, CALIFORNIA MM NG W P E90639 EVA ON SOU 03 H 05 MEN S SW M 10

F-1

BOTTOM OF LIGHT FIXTURE

F-1

4" TYP.

F-1

11 02

PT-02

EN ARGED RCP 09 MENWS BASEBA 06 W M 04 M 15 MEN S BASEBA WES E EVA ON

EAS E EVA ON

10' - 4" MIN AFF

06 15

WES E EVA ON

W M 1303MEN S BASEBA

SHEET NOTES

10 MEN S BASEBA C NOR H E EVA ON

PT-02 WB-01

SOCCER WES E EVA ON 07 WOMEN S NOR MEN WS BASEBA H E EVA ON M

BOTTOM OF LIGHT FIXTURE

F-1

LB1

SOU H E EVA ON

CHASE GYM ATHLETICS RENOVATION: SOUTH

EN ARGED RCP

MEN S BASEBA

500 South Figueroa Street Los Angeles, California 90071 United States

01 0"

14 MEN SB BASEBA

NORBIOLA H E UNIVERSITY EVA ON

MEN S BASEBA

10' - 4" MIN AFF`

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

PT-02

09 MEN S BASEBA 04 M W MM 09 M

SHEET NOTES

SOU H E EVA ON

BOTTOM OF LIGHT FIXTURE

14C

MEN S BASEBA

MEN S SW MM NG W P E EVA ON SOU H

F-1

LEVEL 01 0' - 0"

WOMEN S SOCCER WES E EVA ON F-1

GENERAL NOTES

W MM

A3 104 03 W M

02 W M

ALL DIMENSIONS ARE MEASURED 13800 BIOLA AVE. FROM FINISH FACE TO FINISH FACE, LA MIRADA, 90639 UNO.CALIFORNIA MAINTAIN DIMENSIONS 1.

1 NOT FOR 4 3 WOMEN’S VOLLEYBALL5 23 GENERAL NOTES C A3 105 WOMEN’S CROSS COUNTRY / TRACK & FIELD MEN S C C & EAS E EVA ON 22 MENS SWIMMING / WATER POLO A3 105 E EV 04 W 10 04 3 WOMEN’S SWIMMING / WATER POLO CONSTRUCT ON 21 M W C C NOT FOR E A3 ELEVATION 105 24 08 MEN 02 M W5 MM 5 4 3 5 4 M M MEN'S W MMBASKETBALL W MEN S SOCCER E EVA S SW MM NG W P WES E EV E ON WES 20 MEN'S BASKETBALL EAST ELEVATION MEN'S C.C./T&F WEST ELEVATION 2 MEN'S C.C./T&F EAST ELEVATION EAST ELEVATION MEN'S C.C./T&F WEST MEN'S C.C./T&F EAST ELEVATION 4 12 07 06 01 WOMEN’S BASKETBALL 19 5 4 3 12 C08 12 08 04 C 04 CONSTRUCT NOTON FOR BIOLA UNIVERSITY BIOLA UNIVERSITY SHEET NOTES SHEET NOTES CONSTRUCTION 5 NOT5 FOR BIOLA UNIVERSITY SHEET NOTES 5 5 WOMEN’S RESTROOM 5 4 5 4 C B C B E E 5 E E4 C 5 4 3 5 4 3 3 5 B 4B 5 C E B C CONSTRUCTION 18 B C 6 WOMEN’S SHOWERS 5 5 5 15 7 WOMEN’S SOCCER 5 005.3047.181 W M W M W M MEN S BASEBA EAS E EVA ON MEN S BASEBA EN ARGED RCP MEN S BASEBA EAS E EVA ON MEN S BASEBA EN ARGED RCP A3 104 B06 09 06 02 E EVA ON 09 02 W M W M 8 13 EAS E EVA 13 ON EAS UNIVERSAL 12 MEN S BASEBA005.3047.181 08 MEN S BASEBA EN ARGED P AN 01 W MCHANGING 12 MEN S BASEBAROOM 08 MEN S BASEBA EN ARGED P AN 05 W M 01 W M MB W MM W 09 M 03 05 M M W MM W 10 04 5 M 16 5 4 3 9 AQUATIC 4OFFICE 14 5 4 3 5 4 09 03 M W MM W NOT FOR 105 08MENM S SW MM NG W P WES E EV 02 M W MM W A3 NOT FOR MEN'S BASKETBALL WEST ELEVATION MEN'S BASKETBALLA ENLARGED RCP MEN'S C.C./T&F SOUTH ELEVATION 2 MEN'S C.C./T&F ENLARGED RCP 26 GENERAL NOTES M W MM W M M W MM W MEN S BASKE BA NOR H E EVA ON MEN S C C & NOR H E EVA ON MENS C C & NOR H E EVA ON B B 10 06 02 02 06 01 - ENLARGED RCP C.C./T&F - SOUTH ELEVATION 2 C.C./T&F - ENLARGED RCP 14 07 08 CONSTRUCT03 ON NOT FOR 10 BASKETBALL - NORTH ELEVATION MEN'S C.C./T&F - NORTH ELEVATION 2 HEAD COACH 17 10 MEN'S BASKETBALLA 06 MEN'S 02 MEN'S CONSTRUCT ON 11 OFFICE 11 MEN'S 07 03 MENS' C.C./T&F - NORTH ELEVATION 1 SWIMMING B B A3 105 5 4 3 CONSTRUCT ON 5 4 M M W MM W 5 4 3 MEN S SOCCER E EVA ON WES MEN S SW 5 4 MM NG W P WES E EV 13 12 07 06 01 GENERAL NOTES GENERAL NOTES 11 UNIVERSAL CHANGING ROOM 5 4 3 A3.106 C C 3MEN'S C.C./T&F - SOUTH ELEVATION BASKETBALL - ENLARGED PLAN MEN'S -BASKETBALL MEN'S C.C./T&F - SOUTH ELEVATION 1 - -EAST - ENLARGED PLAN ELEVATION -MEN'S WEST ELEVATION 2 - WEST MEN'SCC.C./T&F - EASTBASKETBALLA ELEVATION C.C./T&F - NORTH ELEVATION MENS' C.C./T&F - NORTH ELEVATION BASKETBALL ELEVATION MEN'S MEN'S C.C./T&F ELEVATION 2 C.C./T&F MEN'S C.C./T&F -MENS' ENLARGED RCP MEN'S BASKETBALL ELEVATION MEN'S C.C./T&F - WEST ELEVATION 2- NORTH ELEVATION - NORTH ELEVATION MEN'S C.C./T&F NORTH ELEVATION C.C./T&F 13 24MEN'S 09 1MEN'S04MEN'S 05 RCP 01 - MEN'S 11 MEN'S BASKETBALL - NORTH ELEVATION 12 MEN'S BASKETBALL 07 MEN'S- 5EAST 08BASKETBALL 0314 10 06 11 2 ENLARGED 07 SOUTH 03 12 082 02 041 MEN'S C.C./T&F - EAST ELEVATION C MEN'S C.C./T&F MEN'S BASKETBALL - EAST ELEVATION C.C./T&F - WEST ELEVATION - EAST ELEVATION A3.106 12 08 04 12 MEN'S C.C./T&F ENLARGED PLAN MEN’S BASEBALL MEN'S C.C./T&F SOUTH ELEVATION 2 MEN'S C.C./T&F ENLARGED RCP NOT FOR 18 12 MENS CROSS COUNTRY / TRACK & FIELD 06 01 02 NOT FOR BIOLA UNIVERSITY SHEET NOTES 5 4 5 4 CONSTRUCTION 25 5 4 3 5 4 3 5 4 13 C B CONSTRUCTION C C E LAUNDRY ROOM C E E 5 4 3 3 4 5 4 5 B C E E 3 4 5 6 C 24 NOT FOR 14 MEN’S SHOWERS 5 5 CONSTRUCTION 5 5 NOT FOR 11 5 W MM WMEN’S RESTROOM E E 15 E 03 M 09 M 3 4 5 4 5 CONSTRUCTION 005.3047.181 7 005.3047.181 10 3 4 5 08 M 02 M W MM W NOT FOR 16 MEN’S SOCCER A3 104 5 5 M W MM W A3M105 CONSTRUCT MEN EAS E EVA ON M 08 NOT FOR 01 W M W MM ER E EVA ON WES MM NG WSPBASEBA WES E EV 08 WMEN S BASEBA EN ARGED P AN 05 W M 01ONW M 12 MEN S BASEBA EAS E EVA ON 08 02MEN S5BASEBA EN ARGED P ANA3 105 059 W M 07 M 06 MEN S SW12 01 W MM W MM NG W P POLO WES E EV 17 01 M MEN’S SWIMMING 005.3047.181 CONSTRUCT ON 12 MEN S SOCCER E EVA ON WES 07 M 06 MEN S /SWWATER B B 005.3047.181 B B 8 18 MEN’S CROSS COUNTRY / TRACK & FIELD 5 4 3 4 5 GENERAL NOTES 5 GENERAL 5 4 NOTES 3 4 5 4 3 5 4 GENERAL NOTES 5 3 5 - NORTH ELEVATION 4 C.C./T&F - NORTH ELEVATION 2 MENS' C.C./T&F - NORTH ELEVATION 1 4 MEN'S BASKETBALL - NORTH ELEVATION MEN'S C.C./T&F - NORTH ELEVATION 2 MENS' C.C./T&F - NORTH ELEVATION 1 A3.106 11 MEN'S BASKETBALL 07 MEN'S 03MEN'S 11E EVA 07C.C./T&F 03C.C./T&F MEN'S BASKETBALL - SOUTH BASKETBALL - BASKETBALL ENLARGED PLAN 1 S C C & SOU H EMEN'S MEN'S BASKETBALL - EAST ELEVATION MEN'S2ELEVATION C.C./T&F 2MEN'S MEN'S1 C.C./T&F EAST ELEVATION MEN S- WEST BASKEELEVATION BA MENS' WES ON ELEVATION MEN S- BASKE BA 19 A EN MEN'S ARGED RCP - SOUTH ELEVATION MEN EVA ON B - ENLARGED PLAN MEN S C C & EN ARGED RCP MEN'S BASKETBALL - NORTH ELEVATION C.C./T&F - NORTH ELEVATION C.C./T&F -MEN’S NORTH B A3.106 B

TA-06

4' - 1"

1' - 6"

4' - 1"

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

4" TYP

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

4' - 1"

4" 4" TYP TYP.

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE 48 1/2"

2' - 3 1/2" 1' - 6 1/2"

1' - 6"

4' - 1"

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE 2' - 3 1/2" 1' - 6 1/2"

10' - 4" MIN AFF

48 1/2"

BOTTOM OF LIGHT FIXTURE

3' - 6"

10' - 4" MIN AFF`

4' - 1"

1' - 6"

4" TYP

4' - 1"

B 01

4' - 1"

18"

1' - 6"

3' - 7 1/8"

3 5

10 MEN'S BASKETBALLA - ENLARGED RCP

005.3047.181B

48 1/2"

10' - 4" MIN AFF

 

4' - 1"

2' - 3 1/2" 1' - 6 1/2"

36"

18"

BOTTOM OF LIGHT FIXTURE

M OF LIGHT FIXTURE EQ

10' - 4" MIN AFF

4" TYP

- NORTH ELEVATION 1 03 MENS' C.C./T&F B

C MEN'S C.C./T&F - SOUTH ELEVATION 2 

NOT FOR CONSTRUCT ON

A3 105

NOT FOR CONSTRUCTION

CLEAR

EQ EQ

3' - 6" 18"

4' - 1"

4" TYP

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

EQ EQ

2' - 3 1/2" 1' - 6 1/2"

36"

CLEAR

4' - 1"

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

48 1/2"

4" TYP

18"

5 C.C./T&F 4 ELEVATION 3  MEN'S - ENLARGED RCP- WEST MEN'S BASKETBALL

4' - 1"

1' - 6"

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

2' - 3 1/2" 1' - 6 1/2"

M OF LIGHT FIXTURE

10' - 4" MIN AFF

48 1/2"

3' - 6"

06 MEN'S C.C./T&F - SOUTH ELEVATION 2

A3.106

4' - 1"

1' - 6" 18"

3' - 7 1/8"

MEN'S C.C./T&F -B NORTH ELEVATION 2 07 005.3047.181

 B 4 3

4' - 1"

2' - 3 1/2" 1' - 6 1/2"

10' - 4" MIN AFF

48 1/2"

2' - 3 1/2" 1' - 6 1/2"

06 1

48 1/2"

BOTTOM OF LIGHT FIXTURE

EQ 3' - 6"

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF EQ EQ BOTTOM OF LIGHT FIXTURE

11 MEN'S BASKETBALL - NORTH ELEVATION

4' - 1"

1' - 6"

18"

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

3' - 6"

3' - 7 1/8"

EQ EQ

36"

CLEAR

3' - 7 1/8"

18"

4" TYP

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

4" TYP.

4" TYP

BOTTOM OF LIGHT FIXTURE 4' - 1"

10' - 4" MIN AFF

18"

4" TYP

EQ EQ

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

3' - 6"

4" TYP

- ENLARGED RCP 4 5 10 MEN'S BASKETBALLA

4" TYP

4/2/2020 2:11:56 PM

18"

EQ EQ

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

4' - 1"

EQ EQ

36"

CLEAR

EQ EQ

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

2' - 3 1/2" 1' - 6 1/2"

BOTTOM OF LIGHT FIXTURE

4" TYP

10' - 4" MIN AFF

4/2/2020 2:11:56 PM

4' - 1"

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

48 1/2"

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF` AFF BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

2' - 3 1/2" 1' - 6 1/2"

EQ 3' - 6"

48 1/2"

3' - 7 1/8"

CLEAR

36"

18" EQ

M OF LIGHT FIXTURE

10' - 4" MIN AFF

4" TYP

EQ EQ

BOTTOM OF LIGHT FIXTURE

CLEAR

36"

4" TYP

BOTTOM OF LIGHT FIXTURE

18"

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

N'S BASKETBALL - WEST ELEVATION

EQ EQ

07 M

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

06 MEN'S C.C./T&F - SOUTH ELEVATION 2 01 MEN'S C.C./T&F - ENLARGED PLAN

EQ EQ

3' -10' 6" - 4" MIN AFF EQ

4" TYP

1' - 6"

4' - 1"

1' - 6"

18"

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

3' - 6"

10' - 4" MIN AFF

124 MEN S SOCCER E EVA ON5 WES

18"

EQ EQ

3' - 7 1/8"

EQ EQ

4" TYP.

18"

3' - 7 1/8"

EQ EQ

CLEAR

3' - 7 1/8" EQ EQ

4" TYP

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

4" TYP

BOTTOM OF LIGHT FIXTURE

36"

CLEAR

10' - 4" MIN AFF

4' - 1"

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

4" TYP

BOTTOM OF LIGHT FIXTURE 18"

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

4" TYP. 4" TYP

10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

4" TYP

BOTTOM OF LIGHT FIXTURE

4' - 1"

10' - 4" MIN AFF`

10' - 4" MIN AFF 10' - 4" MIN AFF BOTTOM OF LIGHT FIXTURE BOTTOM OF LIGHT FIXTURE

4/2/2020 2:11:56 PM

48 1/2"

10' - 4" MIN AFF

2' - 3 1/2" 1' - 6 1/2"

10' - 4" MIN AFF`

BOTTOM OF LIGHT FIXTURE

BOTTOM OF LIGHT FIXTURE3' - 6"

10' - 4" MIN AFF

48 1/2"

BOTTOM OF LIGHT FIXTURE

36"

18"

20 OFFICE 1 5 4 3 5 4 3 5 4 5 4 C 5 3 3 CC.C./T&F - SOUTH 4ELEVATION MEN'S C.C./T&F ENLARGED RCP MEN'S BASKETBALL WEST ELEVATION MEN'S BASKETBALLA ENLARGED RCP MEN'S 2 MEN'S C.C./T&F ENLARGED RCP MEN'S BASKETBALL SOUTH ELEVATION MEN'S BASKETBALL ENLARGED PLAN MEN'S C.C./T&F SOUTH ELEVATION 1 MEN'S C.C./T&F ENLARGED PLAN 21 OFFICE 2 0213 14 10 06 02 09 05 01 C A3.106 2 22 5 NOT FOR OFFICE 3 M W MM W E 08 M 02 NOT FOR C C CONSTRUCTION A3 105 E MEN S SW MM NG W PE WES E EV 3 4 ON 5 4 5 23 CONSTRUCT OFFICE 4 01 M W MM W 3 06 4 5 NOT FOR E EVA ON WES 5 12 MEN S 5SOCCER 07 M 06 MEN S SW MM NG W P WES5 E EV 01 M W MM W 24 CONSTRUCTION TELEDATA ROOM E 3 4 5 4 5 25 MECHANICAL ROOM 005.3047.181 26 CHASE GYMNASIUM (EXISTING) GENERAL NOTES

10 MEN'S BASKETBALLA - ENLARGED RCP 05 MEN'S C.C./T&F - SOUTH ELEVATION 1

3' - 7 1/8"

EQ EQ

1' - 6"

2' - 3 1/2" 1' - 6 1/2"

1' - 6"

4' - 1"

3' - 7 1/8"

EQ EQ

18"

EQ EQ

EQ EQ EQ 10' - 4" MIN AFF

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF

4" TYP.

4' - 1"

10' - 4" MIN AFF

4" TYP.

MEN'S BASKETBALL - WEST ELEVATION M

4" TYP.

4" TYP

10' - 4" MIN AFF

CONSTRUCT ON MEN'S BASKETBALLA - ENLARGED RCP C.C./T&F ELEVATION MEN'S - ENLARGED RCP - NORTH ELEVATION 2 NG2C.C./T&F - NORTH M M WELEVATION MM W 1 MEN-SSOUTH SW NG W C.C./T&F P E 2EVA- NORTH ON SOU 14 06 MEN'S05 CM11 WWES MM BASKETBALL W M W MMS SOCCER W MEN E EVA ON MEN'S MENH S02 SW MM W P WES E EVMENS' C.C./T&F 07MMMEN'S 11 GENERAL NOTES 07 06 SELEVATION 10 M 04 03 M12 10 MEN BASKE BA EAS E EVA M03 ON W MM W 01 08 MEN S C C & WES E EVA ON 17 MEN'S M W MM09 -WENLARGED RCP M W MM W M 12 C.C./T&F 01 MEN'S BASKETBALL -C.C./T&F EAST ELEVATION MEN'S C.C./T&F - WEST ELEVATION 2 MEN'S C.C./T&F - EAST ELEVATION 02 MEN'S C.C./T&F NORTH ELEVATION 2 MENS' NORTH ELEVATION 1 NOT FOR 09 03 02 M M W MM 12 08 04 07 03 5

08 14 11 07 - ENLARGED PLAN - SOUTH 1 C.C./T&F - ENLARGED PLAN 13 - WEST ELEVATION - ENLARGED RCPELEVATION MEN'S C.C./T&F - SOUTH ELEVATION 2 MENS BASKETBALL 0919MEN'S BASKETBALL 05 MEN'S C.C./T&F 0112MEN'S 14 MEN'S BASKETBALL 10 MEN'S BASKETBALLA 06 02 MEN'S C.C./T&F - ENLARGED RCP B

10' - 4" MIN AFF

4" TYP.

4" TYP

BOTTOM OF LIGHT FIXTURE

06b

LEVEL 01 0' - 0"

10' - 4" MIN AFF`

BOTTOM OF LIGHT FIXTURE

14. 15.

4" 10' - 4" MIN AFF TYP BOTTOM OF LIGHT FIXTURE

BOTTOM OF LIGHT FIXTURE

10' - 4" MIN AFF`

BOTTOM OF LIGHT FIXTURE

ALL DIMENSIONS ARE MEASURED L1 FROM FINISH FACE TO FINISH FACE, MARKED "CLEAR" AND ALLOW FOR LB1 UNO. MAINTAIN DIMENSIONS LEVEL 01 THICKNESS OF FINISHES. MARKED "CLEAR" AND ALLOW FOR LB1 0' - 0" 2. ALL DIMENSIONS ARE LB1 TO BE LEVEL Date 01 Description 16 THICKNESS OF FINISHES. 43 VERIFIED IN FIELD. 16. LB1 0' - 0" 01 LB1 LB1 2. ALL DIMENSIONS ARE TO BE Saiful Bouquet Structural Engineers LEVEL 01 LEVEL 01 LEVEL 01 3. REFER TO SHEET FOR ALL Date Description LEVEL 01 LEVEL 01 500 South Figueroa Street Tel 213.327.3600 500 South Figueroa Street TelA0.102 213.327.3600 08/21/2019 CD PROGRESS - PLANNING ISSUANCE 0" VERIFIED IN FIELD. Structural Engineer 0' - 0" 0' - 0" 0' - 0" CORRESPONDING CODE 0' - 0" 0' - 0" Los Angeles, California 90071 Fax 213.327.3601 Los Angeles, California 90071 FaxFINISH 213.327.3601 12/12/2019 ISSUE FOR PERMIT 3. REFER TO SHEET A0.102 FOR ALL = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" 08/21/2019 CD PROGRESS - PLANNING ISSUANCE ANNOTATIONS. 06b 2020 Camino Del Rio N States United States 1/4" = 1'-0" SCALE: SCALE: 1/4" = 1'-0" CORRESPONDING FINISHUnited CODE 4. REFER TO A0.102 FOR EQUIPMENT & F-1 12/12/2019 ISSUE FOR PERMIT San Diego, CA 92108 17. ANNOTATIONS. TOILET ACCESSORY SCHEDULES. Telephone: 619.630.9199 4. REFER TO A0.102 FOR EQUIPMENT & 3' - 7 1/2" 3' - 9 1/2" 5. REFER TO A0.102 FOR PLUMBING SCALE: 1/4" = 1'-0" 1.SCALE: ALL ARE MEASURED ACCESSORY SCHEDULES. 1/4"DIMENSIONS = 1'-0" 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" =TOILET SCALE: 1/4" = 1'-0" FIXTURE SCHEDULES. F-1 F-1 LB1FINISH FACE, LB1 LB1 LB1 FROM FINISH FACE TO 5. REFER TO A0.102 FOR PLUMBING Saiful Bouquet Structural Engineers Saiful Bouquet LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 6. Structural REFER Engineers TO G0.300 FOR APPLICABLE MANUFACTURER TK1SC Collaborative UNO. MAINTAIN DIMENSIONS FIXTURE SCHEDULES. Structural Engineer F-1 F-1 F-1 Date Description 0' - 0" 0' 0" 0' 0" Structural Engineer 0' 0" ACCESSIBILITY REQUIREMENTS FOR INSTALLATION REQUIREMENTS. MARKED "CLEAR" AND ALLOW FOR 6. REFER TO G0.300 FOR MEP Engineer RESTROOMS. 2020 Camino Del Rio N 2020 Camino Del Rio N 18. ALL PARTITIONS TO BE TYPE A4 UNO. EQ EQ THICKNESS OF FINISHES. 08/21/2019 CD PROGRESS - PLANNING ISSUANCE ACCESSIBILITY REQUIREMENTS FOR 15231 Laguna Canyon Road, Suite 100 REFER TO G0.300 FOR ACCESSIBLE San Diego, CA 92108 San Diego, 7. CA 92108 19. INSTALL CORNER BEADS AT ALL 2. ALL DIMENSIONS ARE TO BE RESTROOMS. Seal / Signature 12/12/2019 ISSUE FOR PERMIT 5' - 8" Irvine, California 92618 SHOW ER FIXTURE MOUNTING Date Description PT-02 EQ EQ EXPOSED W ALLBOARD EDGES Telephone: 619.630.9199 VERIFIED IN FIELD. 7. REFER TO G0.300 FOR ACCESSIBLE TL-01 TL-01 PT-02 Telephone: 619.630.9199 DIMENSIONS. WB-01 Telephone: 949.751.5800 F-3 FOR ALL 20.SCALE: INSTALL CASING BEADS W HENEVER 06b 5' - 8" 3. REFER SHEET SHOW ER FIXTURE MOUNTING SCALE: 1/4" = 1'-0" 1/4" = 1'-0" = 1'-0" A0.102 SCALE: 1/4" = 1'-0" SCALE:TO1/4" SCALE: 1/4" = 1'-0" WB-01 EQ EQ 08/21/2019 CD PROGRESS - PLANNING ISSUANCE 8. ALL SHOW ER COMPARTMENTS TO Facsimile: 949.751.5811 TL-01 W ALLBOARDS, PT-02 PLASTER, ETC ABUTS PT-02 CORRESPONDING FINISH CODE DIMENSIONS. PT-02TA-10 & SHOW ER CURTAIN HAVE F-1 MATERIAL. 12/12/2019 ISSUE FOR PERMIT A DISIMILAR FINISH WB-01 TK1SC Collaborative TK1SC Collaborative ANNOTATIONS. 8. ALL SHOW ER COMPARTMENTS TO EQ EQ INSTALLED AT FRONT OPENING. PROVIDE COLOR MATCH SEALANT. PT-02 F-1 4. REFER TO A0.102 FOR EQUIPMENT & HAVE TA-10 & SHOW ER CURTAIN MEP Engineer MEP Engineer LB1 L1 3' -LOCATIONS 7 1/2" 3' -SHALL 9 1/2" BE 4" 9. REFER TO A5.501 FOR FLOOR TA-06 SH-02 TA-08 21. DOOR JAMB TOILET ACCESSORY SCHEDULES. INSTALLED AT FRONT OPENING. 15231 Laguna Canyon Road, Suite 100 15231 Laguna Canyon Road, SuiteDETAILS. 100 F-3 CL-03 TRANSITION MEN'S F-1 CROSS FROM ADJ. W ALL, UNO. 5. REFER TO A0.102 FOR PLUMBING 9. REFER TO A5.501 FOR FLOOR SH-01 CL-01 9' - 10" CL-03 CL-01 14 ADA SEATING BENCH 14 LOCKERS ADA SEATING BENCH Irvine, California 92618 10. 92618 ACCESSIBLE SHALL HAVE Irvine, California 22. REPLACE DRYW ALL W ITH 5/8" CL-03 COUNTRY/ TRACK FIXTURE SCHEDULES. TRANSITION DETAILS. F-1 F-1 F-1 L1 9' 10" SHELVES & CLOTHES HOOKS 40" Telephone: 949.751.5800 Telephone: 949.751.5800 CEMENT BACKER BOARD W HERE CL-01 9' - 10" 14 16 MONITOR DEVICE MOUNTED 6. REFER TO G0.300 FOR 10. ACCESSIBLE LOCKERS SHALL HAVE 16 CBC MONITOR DEVICE 28 MOUNTED & FIELD MAX AFF PER 11B-308.2.2 28 28 5'40" - 8"949.751.5811TL-01 LB1 Facsimile: WPT-02 ALL TILE SPECIFIED. Facsimile: 949.751.5811 TL-01 PT-02 PT-02 PT-02 PT-02 TL-01 EQ ISEQ PT-02 EQ & CLOTHES EQ ACCESSIBILITY REQUIREMENTS FOR SHELVES HOOKS 06 TL-01 (PROVIDED BY OWNER) (PROVIDED BY OWNER) PT-02 11. REFER TO G0.301 FOR 16 0" TL-01 23. PROVIDE LEVEL 4 FINISH AT ALL WB-01 PT-02 WB-01 EQ EQ RESTROOMS. MAX AFF PER CBC 11B-308.2.2 ø 5' 28 28 28 F-1 F-1 F-1 F-1 F-1& WB-01 ACCESSIBILITY REQUIREMENTS PT-02 F-1 GYPSUM BOARD SURFACES, UNO. PT-02 TL-01 F-1 F-1 L1 LB1 7. REFERWB-01 TO G0.300 FOR ACCESSIBLE 11. L1 REFER TO G0.301 FOR 28 EXISTING STRUCTURAL BEAM 28 EXISTING STRUCTURAL BEAM PT-02 PT-02 60" DETAILS INCLUDING BUT NOT LB1 PT-02F-1 EQ EQ F-3 F-1REQUIREMENTS & F-1 F-1 F-1 L1 SHOW ER FIXTURE MOUNTING ACCESSIBILITY F-1 PT-02 07 LIMITED TO ACCESSIBLE Project Name F-3 WB-01 F-1 F-1 F-1 28 43 SCHEDULED WALL BASE 43 SCHEDULED WALL BASE PT-02 CLEAR DIMENSIONS. DETAILS INCLUDING BUT NOT F-1 WB-01 ACCESSORY HEIGHTS. L1 L1 8. ALL SHOW ER COMPARTMENTS TO LIMITED TO ACCESSIBLE TL-01 MEN'S 43 EQ EQ 12. SEE ELECTRICAL DRAW INGS FOR CHASE GYMNASIUM - SOUTH CL-03 03 TL-01 HAVE TA-10 & SHOW ER CURTAIN ACCESSORY HEIGHTS. SH-01 4' 1 1/2" 1' 8" A3.106 LIGHTING FIXTURE SCHEDULE & BASKETBALL CL-01 9' - 10" INSTALLED AT FRONT OPENING. 12. SEE ELECTRICAL DRAW INGS FOR TL-01 RENOVATION F-3 F-1 A0.102. TL-01 05 TL-01 2' - 11" 5' - 5" 4' - 1 1/2" 28 1' - 8" 28 28 28 28 9. REFER TO A5.501 FOR FLOOR LIGHTING FIXTURE SCHEDULE & 28 28 FF-01 CL-03 CL-01 13. ALL W ALLS TO BE PAINTED PT-02, F-1 L1 04 08 A3.106 11 TRANSITION DETAILS. A0.102. SH-02 06 Project Number 9' - 10" UNO. 05a F-1 F-1 F-1 F-1 F-1 F-1 13. F-1 F-1 F-1 F-1 F-1 F-1 F-1 60" F-1 10. F-1 3'SHALL -F-1 7 1/2" F-1 HAVE F-1 F-1 F-1 13800 BIOLA AVE. F-1 ACCESSIBLEF-1 LOCKERS ALLLB1 W TO BE PAINTED PT-02, F-1 13800 BIOLA AVE. F-1 F-1 F-1 EQALLSEQ SH-02 F-1 14. ALL W ALL BASE TO BE W B-01, UNO. SH-02 TA-08 TL-01 F-1 SHELVES &F-1CLOTHES HOOKS UNO. EQ F-1 F-1 40" CLEAR F-1EQ F-1 15. ALL PAINTED, INTERIOR DOORS, L1 TA-08 LA MIRADA, CALIFORNIA 90639 LA MIRADA, CALIFORNIA 90639 05 L1 L1 L1 L1 L1 12 14 A3.106 F-1 F-1 F-1 F-1 L1 L1 MAX AFF PER CBC 11B-308.2.2 14. ALL W ALL BASE TO BE W B-01, UNO. L1 L1 L1 LB1 FRAMES AND W INDOW FRAMES TO TA-08 EQ EQ TA-06 11. REFER TO G0.301 FOR 15. ALL PAINTED, INTERIOR DOORS, TA-08 L1 L1 SH-01 43 BE PT-01, UNO. SH-02 TA-06 FF-01 L1 Description ACCESSIBILITY REQUIREMENTS & FRAMES AND W INDOW FRAMES TO LB1 STRUCTURE, 16. ALL EXPOSED F-3 LEVEL 01 13 TA-06 F-1 F-1 F-1 DETAILS INCLUDING BUT NOT BE PT-01, UNO. TA-06 LEVEL 01 16 L1 MECHANICAL EQUIPMENT, PIPING, 0' - 0" OPEN TO TO ACCESSIBLE ENLARGED PLANS & ELEVATIONS LEVEL - 01 LB1 LIMITED 16. ALL EXPOSED STRUCTURE, 0' - 0" LB1 SPRINKLERS, CONDUIT & CABLES TO LEVEL 01 LEVEL 01 LEVEL 01 SHOWERS HEIGHTS. SHOWERS L1 16 LB2 ACCESSORY 500 South Figueroa Street Tel 213.327.3600 500 South Figueroa Street Tel 213.327.3600 0' - 0" LB1 MEN'S TEAM 0'LOCKER ROOMS & OPEN TO MECHANICAL EQUIPMENT, PIPING, BE PAINTED PT-01, UNO. 3' - 7 1/2" BEYOND SH-02 SH-02 13. ALL W ALLS TO BE PAINTED PT-02, F-1 - 0" 0' - 0" 0' - 0" SH-02 12. SEE BEYOND ELECTRICAL DRAW INGS FOR Los Angeles, California 90071 Fax 213.327.3601 Los Angeles, California 90071 Fax 213.327.3601 SHOWERS SPRINKLERS, CONDUIT & CABLES TO LB2 L1 LB1 TA-06 SH-02 TA-08 F-1 17. ALL APPLIANCES DESIGNED TO BE 60" Scale UNO. 500 South Figueroa Street Tel 213.327.3600 E06a 2' - 11" 5' -SHOWERS 5" 4' - 1 1/2" 1' - 8" 06b 05a & 06b LIGHTING FIXTURE SCHEDULE United States United States BEYOND BE PAINTED PT-01, UNO. 30"x48" FIXED IN POSITION SHALL BE CLEAR FLOOR Los Angeles, California 90071 Fax 213.327.3601 14. ALL W ALL BASE TO BE W B-01, UNO. 05a 14 A0.102. ALL APPLIANCES DESIGNED TOTA-08 BE TA-08 TA-08 TA-08 LB2 1'-0" 1'-0" States = 1'-0" SCALE: 1/4" = 17. SCALE: 1/4" = 1'-0" SCALE: 1/4" = United SECURELY FASTENED IN PLACE PER EQ EQ 06b 1. ALL DIMENSIONS ARE MEASURED 15. ALL1/4" PAINTED, INTERIOR DOORS, AsSCALE: indicated 3' - 7 1/2" 13. ALL W ALLS TO BE PAINTED PT-02, FIXED IN POSITION SHALL BE SH-02 BUILDING CODE REQUIREMENTS OF FROM FINISH FACE TO FINISH FACE, FRAMES AND W INDOW FRAMES TO SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Scale UNO. SECURELY FASTENED IN PLACE PER TA-06 TA-06 TA-06 TA-06 1. ALL DIMENSIONS ARE MEASURED APPLICABLE MANUFACTURER 30"x48" 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" SCALE: SCALE: SCALE: 43 UNO. MAINTAIN DIMENSIONS 43 43 BE PT-01, UNO. 14. ALL W ALL BASE TO BE W B-01, UNO. LB1 E06a BUILDING CODE REQUIREMENTS LB1 LB1 CLEAR FLOOR LB1 LB1 LB1 FROM FINISH FACE TO FINISH FACE, LB1 LB1 LB1 OF LB1 INSTALLATION REQUIREMENTS. TA-08 01 LEVEL 01 LEVEL 01 Saiful MARKED Bouquet Structural Engineers "CLEAR" AND ALLOW FOR 16. ALL EXPOSEDLEVEL STRUCTURE, LEVEL LEVEL 01 LEVEL 01 LEVEL LEVEL 01 LEVEL LEVEL 01 01 01 LEVEL 01 Saiful Bouquet Structural Engineers LEVEL 01 01 LEVELLEVEL 01 LEVEL 01 LEVEL 01 As 01 indicated 15. ALL PAINTED, INTERIOR DOORS, APPLICABLE MANUFACTURER 43 UNO. MAINTAIN DIMENSIONS 18. 0' - 0" THICKNESS MECHANICAL EQUIPMENT, PIPING, 0' - 0" 0' - 0" LB1 Structural Engineer OF FINISHES. 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0'ALL - 0" PARTITIONS TO BE TYPE A4 UNO. 0' - 0" Structural Engineer 0' - Bouquet 0" 0' - 0" LB1 FRAMES LB1 AND W INDOW FRAMES TO0' - 0" LEVEL 01 0' - 0" INSTALLATION REQUIREMENTS. Saiful Structural Engineers MARKED "CLEAR" AND ALLOW FOR LEVEL 01 LEVEL 01 19. INSTALL CORNER BEADS AT ALL TA-06 ALL DIMENSIONS SPRINKLERS, CONDUIT & CABLES TO Seal / Signature 2.2020 Camino Del Rio N ARE TO BE BE PT-01, UNO. 18. ALL PARTITIONS TO BE TYPE A4 UNO. 0' - 0" THICKNESS OF FINISHES. 2020 Camino Del Rio N E06a Structural Engineer 0' - 0" 0' - 0" EXPOSED W ALLBOARD EDGES VERIFIED IN FIELD. BE PAINTED PT-01, UNO. L 01 16. ALL EXPOSED STRUCTURE, 19. INSTALL CORNER BEADS AT ALL LEVEL 01 San Diego, CA 92108 2. ALL DIMENSIONS ARE TO San BE Diego, CA 92108 Date Seal / Signature 20. INSTALL CASING BEADS W HENEVER 2020 Camino Del Rio N 06b 3. REFER TO SHEET A0.102 FOR ALL Description 17. ALL APPLIANCES DESIGNED TO BE - 0" MECHANICAL EQUIPMENT, PIPING, EXPOSED W ALLBOARD EDGES 0' - 0" Telephone: 619.630.9199 VERIFIED IN FIELD. Telephone: 619.630.9199 FINISH CODE W ALLBOARDS, PLASTER, ETC ABUTS CORRESPONDING San Diego, CA 92108 FIXED IN POSITION SHALL BE SPRINKLERS, CONDUIT & CABLES TO 20. INSTALL CASING BEADS W HENEVER 3. REFER TO SHEET A0.102 ALL 1. 1/4"ALL DIMENSIONS ARE MEASURED 1. ALL DIMENSIONS ARE MEASURED F-1 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" A DISIMILAR FINISH MATERIAL. 1/4" = 1'-0" = 1'-0" 1/4" =06b 1'-0" 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: SCALE: SCALE: 1/4" = 1'-0"ISSUANCE 1/4" SCALE: = 1'-0" 1/4" = 1'-0" 08/21/2019 CD PROGRESS 1/4" = 1'-0"1/4" = 1'-0" 1/4" = IN 1'-0" SCALE: SCALE: SCALE: 1/4" = 1'-0" SCALE:- PLANNING SCALE: 1/4" = 1'-0" SCALE:FOR SCALE: ANNOTATIONS. SECURELY SCALE: FASTENED PLACE PER Telephone: 619.630.9199 BE PAINTED PT-01, UNO. ALLBOARDS, PLASTER, ETC ABUTS CORRESPONDING FINISH CODE FROM FINISH FACEWTO FINISH FACE, FROM FINISH FACE TO FINISH FACE, PROVIDE COLOR MATCH SEALANT. 4. REFER TO A0.102 FOR EQUIPMENT & BUILDING CODE REQUIREMENTS OF F-1A DISIMILAR FINISH MATERIAL. 12/12/2019 ISSUE FOR PERMIT LB1 L1 DIMENSIONS 17. ALL APPLIANCES DESIGNED TO BE 3' - 7 1/2" 3' - 9 1/2" © 2019 Gensler = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" UNO. MAINTAIN DIMENSIONS SCALE: 1/4" ANNOTATIONS. UNO. MAINTAIN TK1SC Collaborative TK1SCTOILET Collaborative 21. DOOR JAMB LOCATIONS SHALL BE 4" ACCESSORY SCHEDULES. APPLICABLE MANUFACTURER FIXED IN POSITION SHALL BE PROVIDE COLOR MATCH SEALANT. MEN'S MARKED CROSS "CLEAR" AND ALLOW FOR 4. REFER TO A0.102 FOR EQUIPMENT & MARKED 3' "CLEAR" FROM ADJ. W ALL, UNO. MEP Engineer LB1 L1 - 7 1/2" AND 3'ALLOW - 9JAMB 1/2" FOR 5.MEP Engineer REFER TO A0.102 FOR PLUMBING SCALE: SH-01 INSTALLATION REQUIREMENTS. = 1'-0"1/4" = 1'-0" SCALE: 1/4" SCALE: 1/4" = 1'-0" TK1SC Collaborative SECURELY FASTENED IN PLACE PER DOOR LOCATIONS SHALL BE 4" TOILET ACCESSORY SCHEDULES. THICKNESS21. OF FINISHES. THICKNESS OF FINISHES. 22. REPLACE DRYW ALL W ITH 5/8" COUNTRY/ SCHEDULES. 15231 Laguna Canyon Road, Suite 100 18. ALL PARTITIONS TO BE TYPE A4 UNO.TRACK 15231 FIXTURE Laguna Canyon Road, Suite 100 F-1 F-1 F-1 MEN'S CROSS BUILDING CODE REQUIREMENTS OF FROM MEP Engineer 5. REFERTA-06 TO A0.102 2. ALL DIMENSIONS ARE TOADJ. BE W ALL, UNO. ALL DIMENSIONS AREL1TO BE © 2019 Gensler SH-01 CEMENT BACKER BOARD W HERE SH-02 FOR TA-08 PLUMBING 6.Irvine, REFER G0.300 FOR Date Description 19. INSTALL CORNER BEADS AT2.ALL Date Description Irvine, California 92618 CaliforniaTO92618 & FIELD APPLICABLE MANUFACTURER W ITH 5/8" Seal / Signature COUNTRY/ TRACK FIXTURE SCHEDULES. VERIFIED IN22. FIELD.REPLACE DRYW ALL 15231 Laguna Canyon Road, Suite 100 F-1 F-1 F-1 W ALL TILE IS SPECIFIED. EQ ACCESSIBILITY REQUIREMENTS FOR L1 EXPOSED W ALLBOARD EDGES 06VERIFIED IN FIELD. LB1EQ Telephone: 949.751.5800 Telephone: 949.751.5800 INSTALLATION REQUIREMENTS. CEMENT BACKER BOARD W HERE TA-06 SH-02 TA-08 6. REFER TO G0.300 FOR 3. REFER TO SHEET A0.102 FOR ALL 3. REFER TO SHEET A0.102 FOR ALL 14 ADA SEATING BENCH Irvine, California - 0" 23. CD PROGRESS PROVIDE LEVEL 4 FINISH AT ALL & FIELD 08/21/2019 CD PROGRESS - PLANNING ISSUANCE 08/21/2019 - PLANNING ISSUANCE RESTROOMS. 20. INSTALL CASING W HENEVER 06b 92618 ø 5'BEADS LB1 18. ALL PARTITIONS TO BE TYPE A4 UNO. W ALL TILE IS SPECIFIED. Facsimile: 949.751.5811 PT-02 Facsimile: 949.751.5811 TL-01 PT-02 EQ EQ TL-01 ACCESSIBILITY REQUIREMENTS FOR CORRESPONDING FINISH CODE PT-02 CORRESPONDING FINISH CODE PT-02 GYPSUM BOARD SURFACES, UNO. Telephone: 16 949.751.5800 06 TL-01 W ALLBOARDS, PLASTER, 7. REFER TO G0.300 FOR ACCESSIBLE L1 LB1 ETC ABUTS F-1 ISSUE FOR PERMIT 12/12/2019 ISSUE FOR PERMIT MONITOR DEVICE MOUNTED F-1 19. INSTALL CORNER BEADS AT ALL 23. PROVIDE LEVEL 4 FINISH AT 12/12/2019 ALL 5' - 0"/ Signature RESTROOMS. ANNOTATIONS. ANNOTATIONS. WB-01 WB-01 F-3 øSeal 5' 8" SHOW ER FIXTURE MOUNTING A DISIMILAR FINISH MATERIAL. Facsimile: 949.751.5811 TL-01 PT-02 EXPOSED W ALLBOARD EDGES PT-02 PT-02 PT-02 EQ EQ GYPSUM BOARD & SURFACES, 07 Project Name TL-01 L1 LB1 7. REFER TO G0.300 FOR ACCESSIBLE 4. REFER TO A0.102 FOR EQUIPMENT PT-02 TL-01 4. REFER TO A0.102 PT-02 FOR EQUIPMENT & (PROVIDED BY OWNER)3' - 7 1/2" PT-02 UNO. 3' - 7 1/2" 3' - 9 1/2" DIMENSIONS. 3' - 9 1/2" PROVIDE COLOR MATCH SEALANT. WB-01 WB-01 PT-02 F-3 20. INSTALL CASING BEADS W HENEVER 06b 5' 8" LB1 L1 SHOW ER FIXTURE MOUNTING TOILET ACCESSORY SCHEDULES. ACCESSORY SCHEDULES. WB-01 PT-02 EQ EQ 8. ALL SHOW ER COMPARTMENTS TO 21. DOOR JAMB LOCATIONS SHALL BETOILET 4" 07 ETC ABUTS Project Name WB-01 PT-02 TL-01 EQ EQ 28 EXISTING STRUCTURAL BEAM W ALLBOARDS, PLASTER, PT-02 CHASE GYMNASIUM - SOUTH DIMENSIONS. 60" 5. REFER TO A0.102 FOR PLUMBING 5. REFER TO A0.102 FOR PLUMBING WB-01 L1 LB1 MEN'S CROSS HAVE TA-10 & SHOW ER CURTAIN ADJ. W ALL,03UNO. A3.106 FROM A DISIMILAR FINISH MATERIAL. F-1 SH-01 PT-02 8. ALL SHOW ER COMPARTMENTS TO FIXTURE SCHEDULES. FIXTURE SCHEDULES. F-1 F-1 F-1 F-1 F-1 EQ EQ 43 SCHEDULED WALL BASE INSTALLED AT FRONT OPENING. 22. REPLACE DRYW ALL W ITH 5/8" TL-01 RENOVATION CLEAR CHASE GYMNASIUM SOUTH COUNTRY/ TRACK F-3 60" L1 LB1 PROVIDE COLOR MATCH SEALANT. 03 F-1 WB-01 HAVE TA-10 & SHOW ER CURTAIN 6. REFER TO G0.300 FOR L1 A3.106 LB1 L1 9. REFER TO A5.501 FOR FLOOR CEMENT BACKER BOARD W6. HERE REFER TO G0.300 FOR CL-03 PT-02 TA-06 SH-02 TA-08 CL-01 21. DOOR JAMB LOCATIONS SHALL BE 4" TL-01 MEN'S FIELD EQ EQ EQ &EQ INSTALLED AT FRONT OPENING. ACCESSIBILITYF-3REQUIREMENTS FOR ACCESSIBILITY REQUIREMENTS FOR TL-01 RENOVATION CLEAR 04 A3.106 CL-03 LB1 TRANSITION DETAILS. W ALL TILE08 IS SPECIFIED. 06 WB-01 F-1 MEN'S CROSS TL-01 FOR FLOOR FROM ADJ. W ALL, TL-01 UNO. Project Number 9' - 10" TL-0106 9. REFER TO A5.501 RESTROOMS. SH-01 BASKETBALL 28 28 28 28 28 28 CL-01 9' - 10" 0" CL-03 CL-01 TL-01 10. ACCESSIBLE LOCKERS SHALL HAVE 23. 60" PROVIDE LEVEL 4 FINISH AT ALL RESTROOMS. MEN'S 04 22. REPLACE DRYW ALL W06 ITH 5/8" A3.106 08 ø 5' CL-03 COUNTRY/ TRACK TRANSITION DETAILS. 7. REFER TO G0.300 FOR ACCESSIBLE 7. UNO. REFER TO G0.300 FOR ACCESSIBLE TL-01 05 TL-01 Project Number 9' 10" SHELVES & CLOTHES HOOKS 40" L1 TL-01 GYPSUM BOARD SURFACES, TL-01 28 28 28 28 L1 LB1 CLEAR F-3 F-3 CEMENT BACKER BOARD W HERE BASKETBALL 2810. 28 28 CL-01 9' - 10" 60" FF-01 5' - 8" 05 F-1 ACCESSIBLE LOCKERS SHALL HAVE SHOW ER FIXTURE MOUNTING 5' - 8" SHOW ER FIXTURE MOUNTING F-1 F-1 F-1 F-1 EQ F-1 F-1 F-1 F-1 PT-02 F-1 & FIELD EQ EQ EQ L1 MAX AFF PER CBC 11B-308.2.2 11 L1 LB1 TL-01 LB1 W ALL TILE IS SPECIFIED. TL-01 05 SHELVES & CLOTHES HOOKS 40" DIMENSIONS. DIMENSIONS. 07 Project Name WB-01 28 28 CLEAR 06 PT-02 F-1 F-1 F-1 11. REFER TO G0.301 FOR F-1 F-1 F-1 F-1 F-1 F-1 FF-01 05 F-1 F-1 0" F-1 F-1 F-1 F-1 13800 BIOLA AVE. F-1 LEVEL 4 FINISH AT ALL 23. PROVIDE L1 F-1 F-1 F-1 F-1 L1 L1 L1 EQ EQ MAX AFF PER CBC 11B-308.2.2 8. ALL SHOW ER COMPARTMENTS TOL1 8. FF-01 ALL SHOW ER COMPARTMENTS TO LB1 F-1 11 ø 5' Description L1 LB1 EQ EQ EQ EQ WB-01 ACCESSIBILITY REQUIREMENTS & F-1 GYPSUM BOARD SURFACES, UNO. F-3 F-1 F-1 F-1 TL-01 LB1 11. REFER TO G0.301 FOR HAVE TA-10 & SHOW HAVE TA-10 & SHOW ER CURTAIN F-1 F-1 F-1 L1 F-1 L1 CHASE GYMNASIUM - SOUTH LA MIRADA, CALIFORNIA 90639 L1 L1 L1 ER CURTAIN L114 12 A3.106 60" SH-01 DETAILS INCLUDING BUT NOT L1 LB1 SH-01 L1 EQ EQ 03 LB1 FF-01 F-1 L1 Description L1 A3.106 ACCESSIBILITY REQUIREMENTS & INSTALLED AT FRONT OPENING. INSTALLED AT FRONT OPENING. PT-02 F-1 ENLARGED PLANS LIMITED & ELEVATIONS F-3 F-3 TO ACCESSIBLE 07 F-3 Project Name F-1 F-1 F-1 F-1 F-1 TL-01 RENOVATION CLEAR L1 12 14 A3.106 SH-01 DETAILS INCLUDING BUT NOT 9. REFER TO A5.501 FOR FLOOR 9. REFER TO A5.501 FOR FLOOR SH-02 WB-01 L1 CL-03 CL-01 CL-03 CL-01 ACCESSORY LB1 MEN'S TEAM 12. LOCKER ROOMSHEIGHTS. & PLANS & ELEVATIONS - LIMITED TO ACCESSIBLE CL-03 CL-03 TRANSITION DETAILS. TRANSITION DETAILS. TL-01 MEN'SENLARGED 13 9' - 10" SEE ELECTRICAL DRAW INGS FOR 04 9' - 10" A3.106 08 CHASE GYMNASIUM - SOUTH SH-02 CL-01 LB2 L1 Project LB1 F-1 TA-06 SH-02 TA-08 06 03 9' - 10" CL-01 9' - 10" TL-01 HAVE ACCESSORY HEIGHTS. 10. ACCESSIBLE LOCKERS SHALL 16 MEN'S 10. ACCESSIBLE LOCKERS Number SHALL HAVE 2' - 11" 5' - 5" 4' - 1 1/2" 1' - 8" LB1 A3.106 SHOWERS LIGHTING FIXTURE SCHEDULE & TEAM BASKETBALL PT-02 OPEN TOLOCKER ROOMS & 60" 13 SH-02 SH-02 INGS FOR TL-01 TL-01 12. SEE ELECTRICAL DRAW SHELVES & CLOTHES HOOKS 40" SHELVES & CLOTHES HOOKS 40" TL-01 RENOVATION LB2 L1 LB1 F-1 TA-06 SH-02 TA-08 A0.102. L1 WB-01 LB2 500 South Figueroa Street Tel 213.327.3600 2' - 11" 5' - 5" FF-01 4' -05 1 1/2"SHOWERS 1' - SHOWERS 8" 28 28 28 28 CLEAR LIGHTING FIXTURE SCHEDULE & MAX AFF PER CBC 11B-308.2.2 MAX AFF PER CBC 11B-308.2.2 05 BEYOND 3' - 7 1/2" SH-02 13. ALL W ALLS TO BE PAINTED PT-02, F-1 L1 04 A3.106 08 11 Fax 213.327.3601 SH-02 L1Los Angeles, LB1 California 90071 A0.102. 11. REFER TO G0.301 FOR 11. REFER TO G0.301 FOR L1 06 LB2 TA-08 60" TA-08 Scale Project Number UNO. E06a EQ EQ EQ EQ 05a F-1 F-1 F-1 F-1 F-1 F-1 United States 60" F-1 3' - 7 1/2"REQUIREMENTS & 30"x48" 13. 06b ALL W ALLS TO BE PAINTED PT-02, ACCESSIBILITY F-1 ACCESSIBILITY REQUIREMENTS & F-1 F-1 SH-02 LB1 FF-01 CLEAR FLOOR 14. ALL W ALL BASE TO BE W B-01, UNO. F-3 F-3 Description F-1 F-1 F-1 F-1 F-1 05a 14 TA-08 TA-08 TA-08F-1 60" LB2 Scale UNO. DETAILS INCLUDING BUT NOT DETAILS INCLUDING BUT NOT E06a EQ EQ 05a TA-06 28 28 TA-06 CLEAR As indicated 15. ALL PAINTED, INTERIOR DOORS, L1 30"x48" L1 05 12 14 A3.106 CLEAR FLOOR 14. ALL W ALL BASE TO BE W B-01, UNO. LIMITED TO ACCESSIBLE L1 LIMITED TO ACCESSIBLE LB1 LB1PLANS & ELEVATIONS 05a L1 LB1 14 TA-08 LB1 LB1 FRAMES AND W INDOW FRAMES TO TA-08 ENLARGED EQ EQ TA-06 LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 TA-06 TA-06 15. ALL PAINTED, INTERIOR DOORS, ACCESSORY HEIGHTS. SH-02 As indicated ACCESSORY HEIGHTS. F-1 F-1 F-1 F-1 43 43 BE PT-01, UNO. E06a LB1 Description LB1 LB1 LB1 0' - 0" FF-01 0' - 0" 0' - 0"01 0' - 0" 0' - 0"Engineers 0' - 0" FRAMESLEVEL AND01 W INDOW FRAMES 12. SEE ELECTRICAL DRAW INGS FOR LB1 12. SEE ELECTRICAL DRAW INGS FOR ROOMS & MEN'S TEAM LOCKER LB1 LEVEL LEVEL Saiful 01 Bouquet Structural F-1 F-1 16. ALL EXPOSED STRUCTURE, LEVEL 01 LEVEL 01 LEVELTO 01 LEVEL 01 LEVEL LEVEL 01 13 01 TA-06 TA-06 L1 2' - 11" 5' - 5"LEVEL 01 4' - 1 1/2" 1' - 8" 11" 5' - 5" 4' - 1 1/2" 1' - 8" 43 BE PT-01, UNO. LIGHTING FIXTURE SCHEDULE & LB2 L1 2'0'-LB1 LIGHTING FIXTURE SCHEDULE & TA-06 SH-02 TA-08 E06a L1 0' - 0" - 0" Engineer MECHANICAL EQUIPMENT, PIPING, Structural 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0'ENLARGED - 0" 0' - 0" 0' - 0" SHOWERS PLANSLEVEL & ELEVATIONS LEVEL 01 16. ALL EXPOSED STRUCTURE, A0.102. A0.102. LEVEL 01 01 SPRINKLERS, CONDUIT & CABLES TO 2020 Camino Del Rio N L1 LB2 3' - 7 1/2" 0' - 0" 3' - 7 1/2" MECHANICAL EQUIPMENT, PIPING, 13. ALL W ALLS TO BE PAINTED PT-02, F-1 13. ALL W ALLS TO BE PAINTED PT-02, F-1 0' - 0" - 0" SH-02 LB1 SH-02 MEN'S TEAM LOCKER0' ROOMS & BE PAINTED PT-01, UNO. San Diego, CA 92108 CONDUIT & CABLES TO UNO. UNO. 05a LB2 L1 LB1 TA-06 SH-02 TA-08 17. ALL APPLIANCES DESIGNED TO BE 1. ALL DIMENSIONS SPRINKLERS, ARE MEASURED 1. ALL DIMENSIONS ARE MEASURED 60" Scale = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 14. E06a SHOWERS Telephone: 619.630.9199 BE TO PAINTED 14. 1/4"ALL W ALL BASE TO BE W B-01, UNO. ALL W ALL BASE TO BE W B-01, UNO. 30"x48" FIXED IN POSITION SHALL BE FROM FINISH FACE FINISHPT-01, FACE, UNO. TA-08 FROM FINISH FACE TO FINISH FACE, TA-08 TA-08 CLEAR FLOOR EQ EQ EQ EQ 1. ALL DIMENSIONS ARE MEASURED 17. ALL APPLIANCES DESIGNED TO BE ALL PAINTED, DOORS, 15. ALL PAINTED, INTERIOR DOORS, 1/4" = 1'-0"INTERIOR05a 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" SCALE: SCALE: SCALE: = 1'-0" 1/4" = 1'-0" SCALE: 1/4" LB2 SCALE: 1/4" = 1'-0" 14 SCALE: = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4"15. SCALE: SECURELY FASTENED IN PLACE PER UNO. MAINTAIN DIMENSIONS UNO. MAINTAIN DIMENSIONS FROM FINISH FACE TO FINISH FACE, FIXED IN POSITION SHALL BE FRAMES AND W INDOW FRAMES TO FRAMES As ANDindicated W INDOW FRAMES TO BUILDING CODE REQUIREMENTS OF MARKED "CLEAR" AND ALLOW FOR MARKED "CLEAR" AND ALLOW FOR TA-06 TA-06 TA-06 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" SCALE: SCALE: SCALE: © 2019 Gensler SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Scale UNO. MAINTAIN DIMENSIONS SECURELY FASTENED IN PLACE PER BE PT-01, UNO. 43 BE PT-01, UNO. E06a TK1SC Collaborative APPLICABLE MANUFACTURER THICKNESS OF FINISHES. THICKNESS OF FINISHES. 30"x48" CLEAR FLOOR E06a MARKED "CLEAR" AND ALLOW FOR CODE REQUIREMENTS OF 16. ALL EXPOSED 16. ALL EXPOSED STRUCTURE, LEVEL 01 LEVELSTRUCTURE, 01 LEVEL 01 MEP Engineer © 2019 Gensler INSTALLATION REQUIREMENTS. 2. ALL DIMENSIONS BUILDING ARE TO BE 2. ALL DIMENSIONS ARE TO BE LEVEL 01 LEVEL 01 Description Date Description THICKNESS OF FINISHES. As indicated APPLICABLE MANUFACTURERDate MECHANICAL 0'EQUIPMENT, PIPING, MECHANICAL EQUIPMENT, PIPING, 0' - 0" - 0" 0' - 0" 15231 Laguna Canyon Road, Suite 100 18. ALL PARTITIONS TO BE TYPE A4 UNO. VERIFIED IN FIELD. VERIFIED IN FIELD. 0' - 0" 0' - 0" ARE TO BE 2. ALL DIMENSIONS REQUIREMENTS. SPRINKLERS, CONDUIT & CABLES TO SPRINKLERS, CONDUIT & CABLES TO 19. 08/21/2019 INSTALLCD CORNER BEADS AT ALL Date Description 3. REFER TO SHEETINSTALLATION A0.102 FOR ALL 3. REFER TO SHEET A0.102 FOR ALL Irvine, California 92618 08/21/2019 CD PROGRESS PLANNING ISSUANCE PROGRESS - PLANNING ISSUANCE VERIFIED IN FIELD. 18. ALL PARTITIONS BE PAINTED PT-01, UNO. BE PAINTED PT-01, UNO. E06a EXPOSED W ALLBOARD EDGES CORRESPONDING FINISH CODE TO BE TYPE A4 UNO. CORRESPONDING FINISH CODE Telephone: 949.751.5800 LEVEL 01 F-1 F-1 12/12/2019 ISSUE FOR PERMIT FORBEADS PERMIT W HENEVER 3. REFER TO SHEET A0.102 FOR ALL 19. INSTALL CORNER BEADS AT ALL 17. ALL APPLIANCES DESIGNED TO BE 17. ALL APPLIANCES DESIGNED TO BE 08/21/2019 CD PROGRESS - PLANNING ISSUANCE 20. 12/12/2019 INSTALLISSUE CASING Seal / Signature ANNOTATIONS. ANNOTATIONS. 06b Facsimile: 949.751.5811 TL-01 PT-02 0' - 0" PT-02 CORRESPONDING FINISH CODE EXPOSED W ALLBOARD EDGES FIXED IN POSITION SHALL BE FIXED IN POSITION SHALL BE W ALLBOARDS, PLASTER, ETC ABUTS 4. REFER TO A0.102 FOR EQUIPMENT & 4. REFER TO A0.102 FOR EQUIPMENT & F-1 12/12/2019 ISSUE FOR PERMIT 3' - 7 1/2" SECURELY 3'06b - 9 1/2"FASTENED IN PLACE PER 3' - 7 1/2" 3' - 9 1/2" SECURELY FASTENED IN PLACE PER SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: SCALE: 1/4" = 1'-0" ANNOTATIONS. WB-01 1/4" = 1'-0" 20. INSTALL CASING BEADS W HENEVER SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" A DISIMILAR FINISH MATERIAL. TOILET ACCESSORY SCHEDULES. TOILET ACCESSORY SCHEDULES. 4. PT-02 REFER TO A0.102 FOR EQUIPMENT & ALLBOARDS, BUILDING CODE REQUIREMENTS OF BUILDING CODE REQUIREMENTS OF 3' - 7 1/2"WFOR 3' - 9 1/2" PLASTER, ETC ABUTS PROVIDE COLOR MATCH SEALANT. 5. REFER TO A0.102 PLUMBING 5. REFER TO A0.102 FOR PLUMBING LB1 L1 TOILET ACCESSORY SCHEDULES. A DISIMILAR FINISH MATERIAL. APPLICABLE MANUFACTURER APPLICABLE © 2019MANUFACTURER Gensler 21. DOOR JAMB LOCATIONS SHALL BE 4" FIXTURE SCHEDULES. FIXTURE SCHEDULES. F-1 F-1 F-1 F-1 F-1 F-1 5. REFER TO A0.102 FOR PLUMBING COLOR MATCH SEALANT. INSTALLATION REQUIREMENTS. INSTALLATION REQUIREMENTS. MEN'S CROSS FROM ADJ. W ALL, UNO. 6. REFER TO G0.300PROVIDE FOR 6. REFER TO G0.300 FOR LB1 L1 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SH-01 A4 UNO. FIXTURE SCHEDULES. 21. REQUIREMENTS DOOR JAMB LOCATIONS 18. ALL PARTITIONS TO BE TYPE F-1 F-1 EQ 18. EQ ALL PARTITIONS TO BE TYPE A4 UNO. EQ EQ 22. REPLACE DRYW ALL W ITH 5/8" ACCESSIBILITY FOR F-1 SHALL BE 4" REQUIREMENTS FOR COUNTRY/ TRACK ACCESSIBILITY MEN'S CROSS 6. REFER TO G0.300 FOR FROM ADJ. W ALL, UNO. 19. INSTALLSH-01 CORNER BEADS AT ALL 19. INSTALL CORNER BEADS AT ALL L1 © 2019 Gensler CEMENT BACKER BOARD W HERE Seal / Signature RESTROOMS. Seal / Signature RESTROOMS. TA-06 SH-02 TA-08 & FIELD EQ 22. EQ REPLACE DRYW ALL W ITH 5/8" ACCESSIBILITY REQUIREMENTS FOR EXPOSED W ALLBOARD EDGES EXPOSED W ALLBOARD EDGES COUNTRY/ TRACK W ALL TILE IS SPECIF 7.TL-01 REFER TO G0.300 FOR ACCESSIBLE 7. REFER TOLB1 G0.300 FOR ACCESSIBLE L1 06 RESTROOMS. CEMENT BACKER BOARD W HERE INSTALL CASING BEADS W HENEVER 20. INSTALL CASING BEADS W HENEVER 06b 06b F-320. F-3 TA-06 SH-02 5' -TA-08 28 28 28 0" 8" SHOW ER FIXTURE MOUNTING 5' 8" SHOW ER FIXTURE MOUNTING & FIELD PT-02 PT-02 EQ EQ EQ ø 5' LB1 7. REFER TO G0.300 FOR ACCESSIBLE W ALL TILE IS SPECIFIED. EQ W ALLBOARDS, PLASTER, ETC ABUTS W ALLBOARDS, PLASTER, ETC ABUTS TL-01 TL-01 DIMENSIONS. WB-01 WB-01 06 TL-01 L1 DIMENSIONS. LB1 F-3 5' - 8" SHOW PROVIDE LEVELTO4 FINISH AT ALL A DISIMILAR FINISH MATERIAL.ø 5' - 0" A DISIMILAR FINISH MATERIAL. F-1 F-1 F-1 ER FIXTURE MOUNTING F-1 F-1 PT-02 EQ EQ 8. ALL SHOW23. ER COMPARTMENTS 8. ALL SHOW ER COMPARTMENTS TO TL-01 EQ EQPROVIDE COLOR MATCH SEALANT. EQ EQ DIMENSIONS. GYPSUM BOARD SURFACES, UNO. PROVIDE COLOR MATCH SEALANT. 07 WB-01 TL-01 L1 LB1 PT-02 HAVE TA-10 & SHOW ER CURTAIN HAVE TA-10 & SHOW ER CURTAIN LB1 L1 LB1 L1 L1 8. ALL L1 SHOW ER COMPARTMENTS TO 21. DOOR JAMB LOCATIONS SHALL BE 4" 21. DOOR JAMB LOCATIONS SHALL BE 4" EQ EQ WB-01 INSTALLED AT FRONT OPENING. INSTALLED AT FRONT OPENING. 07 W ALL, UNO. F-3 Project Name F-3 MEN'S CROSS MEN'S CROSS PT-02 F-1 HAVE TA-10 & SHOW ERL1CURTAIN F-1 FROM ADJ. FROM ADJ. W ALL, UNO. 60" LB1 SH-01 SH-01 9. REFERSH-01 TO A5.501 FOR FLOOR 9. REFER TO A5.501 FOR FLOOR 03 CL-0322. CL-01 CL-03 CL-01 ALL W ITH A3.106 WB-01 INSTALLED AT FRONT OPENING. REPLACE DRYW ALL W ITH 5/8" 22. REPLACE DRYW 5/8" COUNTRY/ TRACK COUNTRY/PT-02 TRACK F-3 CL-03 CL-03 CHASE GYMNASIUM - SOUTHCLEAR TRANSITION DETAILS. TRANSITION DETAILS. F-1 L1 L1 9' - 10" 9' - 10" 60" CL-01 L1 LB1 9. REFER TO A5.501 FOR FLOOR CEMENT BACKER BOARD W HERE CEMENT BACKER BOARD W HERETL-01 03 WB-01 TA-06 SH-02 TA-08 TA-06 SH-02 TA-08 9' - 10" CL-03 LOCKERS SHALL HAVE CL-01 CL-01 9' - 10" 10. ACCESSIBLE 10. ACCESSIBLE LOCKERS SHALL HAVE & FIELD A3.106 & FIELD PT-02 CL-03 LB1 LB1 W ALL TILE IS SPECIFIED. TL-01 TRANSITION DETAILS. W ALL TILE IS SPECIFIED. MEN'S TL-01 TL-01 RENOVATION TL-01 CLEAR 04 9' - 10" A3.106 08 SHELVES & CLOTHES HOOKS 40" SHELVES & CLOTHES HOOKS 40" 06 06 06 ALL WB-01 0" CL-01 9' - 10" 0" TL-01 10. ACCESSIBLE LOCKERS SHALL HAVE 23. PROVIDE LEVEL 4 FINISH AT ALL 23. PROVIDE LEVEL 4 FINISH AT ø 5' ø 5' MAX AFF PER CBC 11B-308.2.2 MAX AFF PER CBC 11B-308.2.2 BASKETBALL 60" TL-01 MEN'S SH-02 TL-01 04 SHELVES & CLOTHES HOOKS 40" A3.106 08 GYPSUM BOARD SURFACES, UNO. GYPSUM BOARD SURFACES, UNO. TL-01 TL-01 L1 LB1 L1 LB1 06 11. REFER TO G0.301 FOR 11. REFER TO G0.301 FOR 05 TL-01 Project Number 28 28 EQ 28 28 CLEAR EQ EQ MAX AFF PER CBC 11B-308.2.2 EQ BASKETBALL F-1 F-1 60" FF-01 05 ACCESSIBILITY REQUIREMENTS & ACCESSIBILITY REQUIREMENTS & L1 F-1 F-1 07 Project Name 07 Project Name F-3 L1 LB1 F-3 PT-02 F-1 F-1 F-1 F-1 F-1 F-1 11. REFER TO G0.30111FOR 05 TA-08 DETAILS INCLUDING BUT NOT DETAILS INCLUDING BUT NOT 28 28 28 28 CLEAR EQ EQ F-1 F-1 F-1 F-1 F-1 FF-01 05 F-1 F-1 WB-01 ACCESSIBILITY REQUIREMENTS L1 F-1 LB1 & FF-01 11 LIMITED TO ACCESSIBLE F-3 LIMITED TO ACCESSIBLE L1 LB1 F-1 F-1 F-1 CHASE GYMNASIUM SOUTH CHASE GYMNASIUM SOUTH 60" L1 LB1 60" DETAILS INCLUDING BUT NOT L1 LB1 03 03 TA-06 F-1 F-1 F-1 F-1 L1 ACCESSORY HEIGHTS. ACCESSORY HEIGHTS. F-1 F-1 L1 A3.106 A3.106 12 A3.106 PT-02 LB1 PT-02 FF-01 L1 LIMITED TO14ACCESSIBLE Description LB1 TL-01 RENOVATION TL-01 LB1 CLEAR RENOVATION CLEAR 12. SEE ELECTRICAL DRAW INGS 12. SEE ELECTRICAL DRAW INGS FOR F-1 01 F-1 WB-01 LEVEL LEVELFOR 01 LEVEL 01 ACCESSORY HEIGHTS. L1 L1 12 14 A3.106 WB-01 2' - 11" 5' - 5" 4' - 1 1/2" 1' - 8" 2' - 11" 5' - 5" 4' - 1 1/2" 1' - 8" SH-02 LIGHTING FIXTURE SCHEDULE & LIGHTING FIXTURE SCHEDULE & L1 TL-01 TL-01 MEN'S MEN'S LB1 0' - 0" 0' - 0" 0' - 0" 04 04 A3.106 08 A3.106 08 ENLARGED PLANS & ELEVATIONS -12. SEE ELECTRICAL 13DRAW INGS FOR F-1 06 06 A0.102. A0.102. TL-01 TL-01 Project Number Project Number 2' - 11" 5' - 5" 4' - 1 1/2" 1' - 8" SH-02 LB2 L1 LB1 LIGHTING FIXTURE SCHEDULE & TA-06 SH-02 TA-08 BASKETBALL BASKETBALL 60" 60" 3' - 7 1/2" 3' - 7 1/2" 13. ALL W ALLS TO BE PAINTED PT-02, F-1 13. ALL W ALLS TO BE PAINTED PT-02, F-1 LB1 MEN'S TEAM LOCKER ROOMS & SH-02 SH-02 A0.102. 13 05 05 UNO. UNO. 28 28 CLEAR 28 28 SH-02 TA-08 28 28 CLEAR LB2 L1 LB1 TA-06 05a 05a L1 FF-01 FF-01 05 05 LB2 PT-02, 3' - 7L11/2" 13. ALL W ALLS TO BE PAINTED F-1 SHOWERS L1 SH-02 11 11 W ALL BASE 14. ALL TO BE W B-01, UNO. 14. ALL W ALL BASE TO BE W B-01, UNO. L1 LB1 L1 LB1 TA-08 TA-08 TA-08 TA-08 UNO. EQ EQ EQ EQ 05a L1 F-1 F-1 F-1 F-1 1. ALL DIMENSIONS ARE MEASURED F-1 F-1 F-1 15. ALL PAINTED, INTERIOR DOORS, 15. ALL PAINTED, INTERIOR DOORS, LB2 60" F-1 F-1 1'-0" SCALE: 1/4" = 1'-0"FF-01 SCALE: 1/4" = 1'-0" SCALE: 1/4" = F-1 E06a LB1 LB1 FF-01 14. ALL W ALL BASE TO BE W B-01, UNO. Description Description 30"x48" FROM FINISH FACE TO FINISH FACE, TA-08 FRAMES AND W INDOW FRAMES TO FRAMES AND W INDOW FRAMES TO TA-08 CLEAR FLOOR EQ EQ 05a 14 DOORS, TA-06 TA-06 TA-06 15. ALL PAINTED, INTERIOR L1 L1 60" Scale L1 12 12UNO. 14 A3.106 TA-06 14 A3.106 E06a UNO. MAINTAIN DIMENSIONS 43 BELB2 PT-01, 43 BE PT-01, UNO. L1 L1 30"x48" FRAMES AND W INDOW FRAMES TO ENLARGED PLANS & ELEVATIONS16.- LEVEL ENLARGED PLANS & ELEVATIONS CLEAR FLOOR MARKED "CLEAR" AND ALLOW FOR ALL 16. ALL EXPOSED STRUCTURE, LEVEL 01 LEVEL 01 05a 01 EXPOSED STRUCTURE, LEVEL 01 TA-06 14 TA-06 LB2 SH-02 43 BE PT-01, UNO. SH-02 As indicated THICKNESS OF FINISHES. EQUIPMENT, PIPING, MECHANICAL EQUIPMENT, PIPING, LB1 0' - 0" 0' - 0" LB1 0'MECHANICAL - 0" 0' - 0" MEN'S TEAM ROOMS & MEN'S TEAM LOCKER ROOMS & E06a 16. ALL EXPOSED STRUCTURE, LEVEL 01 LEVELLOCKER 01 13 13 2. ALL DIMENSIONS ARE TO BE SH-02 TA-08 SPRINKLERS, CONDUIT & CABLES TO SPRINKLERS, CONDUIT & CABLES TO LEVEL 01 LEVEL 01 LB2 L1 LB1 LB2 L1 LB1 TA-06 SH-02 TA-08 TA-06 Date Description MECHANICAL EQUIPMENT, PIPING, 0' - 0" SHOWERS 0' - 0" SHOWERS VERIFIED IN FIELD. BE PAINTED PT-01, UNO. BE PAINTED PT-01, UNO. E06a 0' - 0" 0' 0" SPRINKLERS, CONDUIT & CABLES TO LEVEL 01 LEVEL 01 L1 L1 DESIGNED TO BE 3. REFER TO SHEET A0.102 FOR ALL 17. ALL APPLIANCES 17. ALL APPLIANCES DESIGNED TO BE LB2 LB2 08/21/2019 CD PROGRESS PLANNING ISSUANCE BE PAINTED PT-01, UNO. 0' - 0" 0' - 0" CORRESPONDING FINISH CODE FIXED IN POSITION SHALL BE FIXED IN POSITION SHALL BE F-1 12/12/2019 ISSUE FOR PERMIT 17. ALL APPLIANCES DESIGNED TO BE 60" 60" Scale Scale 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" E06a SCALE: 1/4" = 1'-0"

02 MEN'S C.C./T&F - ENLARGED RCP



A3 106

 

UNIVERSITY UNIVERSITYOF OFSAN SANDIEGO DIEGO

GENERAL NOTES 01 02 03 04

LOCKER ROOM & TEAM ROOM RENOVATION USD JCP IMPROVEMENTS

GENERAL NOTES: RCP

B C

225 Broadway FILM ROOM & OFFICE SUITE PLAN F Suite 100 San Diego, CA 92101 United States

02 ________ ________ ________ ________ 08 A9.30 A9.31

D3B

1 A6C

A7.04

4' - 5 1/4"

VOLLEYBALL LOUNGE 142

SIM 01 ________ ________ A9.30

4' - 0"

CL-03 9'-0"

12' - 7 1/2"

CL-03 9'-0"

9' - 6 3/4"

1' - 5 3/4"

1' - 7"

2' - 5"

4.3

2' - 11"

09/18/2023 Project Lead / Technical Designer

1' - 11"

VOLLEYBALL BATHROOM 146

PT02 9'-0"

2' - 8"

1' - 10 1/4"

ALIGN

9'-0"

T U

01 ________ ________ A7.00

41' - 4" 7' - 2"

D1B

B6A

HEAD COACH 125

Description

09/18/2023 CD ISSUE FOR PERMIT

G0.00

A3B 2' - 6"

2' - 6"

3' - 7"

D3B

D3B ________ ________ 10 A9.32

D3B ________ ________ 01 A7.03

01 ENLARGED CONSTRUCTION PLAN - LOCKER ROOMS

A3B

A3B 2' - 10"

1' - 6"

2' - 7 1/4"

D6B

2' - 7 1/4"

D3B

6' - 0"

D6B

D3B

7' - 5"

3 1/2" STUD TO STUD

________ ________ 08 A9.31

SIM

02 ENLARGED RCP - LOCKER ROOMS SCALE: 1/4" = 1'-0"

Date

L M

Description

09/18/2023 CD ISSUE FOR PERMIT

CL-03 9'-0"

Seal / Signature

CL-03 9'-0" CL-03 9'-0" L1

Project Name

USD JCP IMPROVEMENTS Project Number

055.7911.000

A6.00

44'-0"

01 ________ ________ A7.00

Description

OFFICE SUITE - ENLARGED CONSTRUCTION PLAN & RCP

SHEET NOTES

Scale

1/4" = 1'-0"

01 02 03 04

Ref North

A6.10

02 ENLARGED RCP PLAN - VOLLEYBALL OFFICES

1' - 5 3/4"

B C

ø7

" '-0

VOLLEYBALL LOUNGE 142

CL-03 9'-0"

VOLLEYBALL LOCKERS 145

CL-03 9'-0"

9' - 6 3/4"

1' - 5 3/4"

4.3

EQ L2

2' - 5"

2' - 11"

1' - 9" EQ L2

EQ L2

PT02 9'-0"

VOLLEYBALL BATHROOM 146

I J

1' - 11"

1' - 10 1/4"

M ALIGN

ALIGN

CL05 9'-0"

GENERAL NOTES: RCP

1' - 5 3/4" L1

FLOOR BOX IN EXISTING CONCRETE REFIGERATOR. OWNER FURNISHED WATER FILLING STATION. OWNER FURNISHED SEATING - MANUFACTURER: SERIES SEATING / MODEL:SUITEMAX AXIS

GENERAL NOTES

SCALE: 1/4" = 1'-0"

6' - 0"

D3B

055.7911.000

4' - 9"

D3A

146B

CL05 8'-2"

D3B

A3B

USD JCP IMPROVEMENTS

1' - 3"

A3B

1' - 6 1/4"

11' - 5 3/4"

D3A

CLR

ALIGN

5' - 0"

02 A3B

A6A

13'-0"

5' - 0"

A7.03

CLR

9 1/4"

ALIGN 6' - 0"

5' - 0"

A7.03

2' - 8 1/4"

146A

D3A

VOLLEYBALL BATHROOM 146

MIN

A3B 06

BASKETBALL BATHROOM 151

3' - 7"

4.3

23' - 9 3/4"

5' - 0"

ALIGN A7.03

21'-6"

A7.02 36"

D3B

A3A

1' - 6"

145A

D3B

OPENING

A7.02

05 01

4' - 0"

3 1/2"

15' - 9 1/2"

4' - 0"

12' - 7 1/2" VIF

ALIGN 3' - 0"

DB3 4' - 0" VIF

CL-03 9'-0"

1' - 5 3/4"

1' - 7"

7' - 0"

CLR.

A7.02

34' - 6"

5' - 0"

D4B

VOLLEYBALL LOUNGE 142

9 1/4"

A7.09

11' - 2"

S-2

A6A

FA-02

13' - 6"

SHEET NOTES LISTED ARE USED FOR ALL PLANS. REFER TO EACH PLAN FOR APPROPRIATE REFERENCES TO EACH INDIVIDUAL NOTE. REFER TO SHEET G1.01 FOR SYMBOLS AND ABBREVIATIONS. REFER TO SHEET G5.01 FOR PARTITION TYPES. TYPICAL PARTITION TO BE TYPE A6A U.N.O. FIRESAFE ALL FLOOR OPENINGS TO MEET CL05 PROPER FIRE RATING AT STRUCTURAL FLOORS. 8'-2" MAINTAIN FIRE RATING WHERE PENETRATIONS OCCUR AT RATED ASSEMBLIES. GREY SHADED AREA INDICATES AREA NOT IN SCOPE. COORDINATE ALL MEP, FIRE PROTECTION, TELECOMMUNICATIONS, SECURITY AND AUDIO 1' - 5 3/4" VISUAL WORK THAT MAY EXTEND BEYOND THE L1 L1 L1 SCOPE OF WORK AREA INDICATED. PROVIDE PARTITION CONTROL JOINTS AS EQ EQ REQUIRED IN SPECIFICATIONS UNLESS OTHERWISE SPECIFIED IN DRAWINGS. REFER TO PT02 PARTITION DETAILS. 8'-2" PATCH/ REPAIR ALL EXISTING TO REMAIN " PARTITIONS, COLUMN ENCLOSURES, WINDOW/ '-0 ø7 PERIMETER WALLS, SILLS, ETC. PREPARE TO L1 L1 RECEIVE NEW FINISH. SIM CHALK-LINE/ LAYOUT ALL PARTITIONS ON FLOOR PRIOR TO CONSTRUCTION FOR REVIEW BY 01 ________ ________ ARCHITECTS.A9.30 Seal / Signature PROVIDE BLOCKING SUPPORT IN ALL PARTITIONS, AND ANY ADDITIONAL STRUCTURAL SUPPORT FOR ALL PARTITIONS TO RECEIVE WALL HUNG MILLWORK, CASEWORK, FURNITURE, ARTWORK, BASKETBALL AV EQUIPMENT, COAT HOOKS, FABRIC PANELS, LOCKERS L1 L1 ETC. REFER TO SPECIFICATIONS FOR BLOCKING 148 INFORMATION. CL-03 ALL DIMENSIONS ARE TO FINISHED FACE OF 9'-0" 4' - 0" 12' - 7 1/2" PARTITION ASSEMBLY, UNLESS NOTED OTHERWISE. VERIFY DIMENSIONS NOTED AS CLEAR, HOLD, OR MINIMUM DURING LAYOUT OF CL05 WORK. NOTIFY ARCHITECT OF ANY 8'-2" DISCREPANCIES IN FIELD. LOCATE DOOR FRAMES 4" FROM FACE OF Project Name EQ EQ EQ EQ L2 L2 L2 ADJACENT WALL UNLESS NOTED OTHERWISE. MAINTAIN CLEAR DIMENSIONS INDICATED. WHERE NEW PARTITIONS ARE TO ALIGN WITH L2 L2 BASKETBALL EXISTING BASE BUILDING PARTITIONS, REMOVE PT02 BATHROOM CORNER BEADS. ALIGN TAPE AND FLOAT JOINT. 9'-0" L2 Project Number 151 FURR OUT EXISTING BASE BUILDING L2 L2 CONSTRUCTION AS NEEDED TO ACHIEVE L3 L2 ALIGNMENTS INDICATED IN CONSTRUCTION EQ EQ PLANS. 08 ________ ________ EQ EQ PROVIDE LEVEL 4 FINISH AT ALL WALLS, TYPICAL. Description A9.20 REFER TO FINISH PLANS FOR AREAS OF LEVEL 5 L2 L2 FINISH. LOCKER ROOMS - ENLARGED L2 2' - 6 3/4" PROVIDE FLOOR LEVELING CONCRETE AT ALL CONSTRUCTION PLAN & RCP AREAS LISTED BELOW: ALL-GLASS DOORS FULL-HEIGHT GLASS ASSEMBLIES 2' - 10" EQ EQ FUTURE BUILT-IN F.F.E. 4" COUNTERTOPS Scale THRESHOLDS FOR STC DOORS Ref North PROVIDE WATER-RESISTANT GYPSUM BACKER 1/4" = 1'-0" BOARD AT ALL WET AREAS AT PARTITIONS IN LIEU OF GWB. PROVIDE CEMENTITIOUS BACKER UNITS AT ALL TOILET ROOMS AT PARTITIONS IN LIEU OF GWB. ALL ACCESS PANELS TO BE MINIMUM ALLOWABLE SIZE. ACCESS PANELS IN GYPSUM BOARD CEILING ARE TO BE IDENTIFIED TO THE ARCHITECT PRIOR TO INSTALLATION OF WORK.REFER TO SPECIFICATIONS FOR DETAILS.

1' - 2"

VIF

ALIGN

PARTITION ABOVE, TYP

3' - 0"

2' - 0"

PARTITION ABOVE, TYP

A6A

VOLLEYBALL LOCKERS 145

A6A

D4B

TEAM LOCKERS RCP: VOLLEYBALL & BASKETBALL

SCALE: 1/4" = 1'-0"

B6A

Date

CL-03 9'-0"

SHEET NOTES LISTED ARE USED FOR ALL PLANS. REFER TO EACH PLAN FOR APPROPRIATE REFERENCES TO EACH INDIVIDUAL NOTE. REFER TO SHEET G1.01 FOR SYMBOLS AND ABBREVIATIONS. REFER TO SHEET G5.01 FOR PARTITION TYPES. TYPICAL PARTITION TO BE TYPE A6A U.N.O. FIRESAFE ALL FLOOR OPENINGS TO MEET PROPER FIRE RATING AT STRUCTURAL FLOORS. MAINTAIN FIRE RATING WHERE PENETRATIONS OCCUR AT RATED ASSEMBLIES. GREY SHADED AREA INDICATES AREA NOT IN SCOPE. COORDINATE ALL MEP, FIRE PROTECTION, TELECOMMUNICATIONS, SECURITY AND AUDIO VISUAL WORK THAT MAY EXTEND BEYOND THE SCOPE OF WORK AREA INDICATED. PROVIDE PARTITION CONTROL JOINTS AS REQUIRED IN SPECIFICATIONS UNLESS OTHERWISE SPECIFIED IN DRAWINGS. REFER TO PARTITION DETAILS. PATCH/ REPAIR ALL EXISTING TO REMAIN PARTITIONS, COLUMN ENCLOSURES, WINDOW/ PERIMETER WALLS, SILLS, ETC. PREPARE TO RECEIVE NEW FINISH. CHALK-LINE/ LAYOUT ALL PARTITIONS ON FLOOR PRIOR TO CONSTRUCTION FOR REVIEW BY ARCHITECTS. PROVIDE BLOCKING SUPPORT IN ALL PARTITIONS, AND ANY ADDITIONAL STRUCTURAL SUPPORT FOR ALL PARTITIONS TO RECEIVE WALL HUNG MILLWORK, CASEWORK, FURNITURE, ARTWORK, AV EQUIPMENT, COAT HOOKS, FABRIC PANELS, ETC. REFER TO SPECIFICATIONS FOR BLOCKING INFORMATION. ALL DIMENSIONS ARE TO FINISHED FACE OF PARTITION ASSEMBLY, UNLESS NOTED OTHERWISE. VERIFY DIMENSIONS NOTED AS CLEAR, HOLD, OR MINIMUM DURING LAYOUT OF WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES IN FIELD. LOCATE DOOR FRAMES 4" FROM FACE OF ADJACENT WALL UNLESS NOTED OTHERWISE. MAINTAIN CLEAR DIMENSIONS INDICATED. WHERE NEW PARTITIONS ARE TO ALIGN WITH EXISTING BASE BUILDING PARTITIONS, REMOVE CORNER BEADS. ALIGN TAPE AND FLOAT JOINT. FURR OUT EXISTING BASE BUILDING CONSTRUCTION AS NEEDED TO ACHIEVE ALIGNMENTS INDICATED IN CONSTRUCTION PLANS. PROVIDE LEVEL 4 FINISH AT ALL WALLS, TYPICAL. REFER TO FINISH PLANS FOR AREAS OF LEVEL 5 FINISH. PROVIDE FLOOR LEVELING CONCRETE AT ALL AREAS LISTED BELOW: ALL-GLASS DOORS FULL-HEIGHT GLASS ASSEMBLIES FUTURE BUILT-IN F.F.E. COUNTERTOPS THRESHOLDS FOR STC DOORS PROVIDE WATER-RESISTANT GYPSUM BACKER BOARD AT ALL WET AREAS AT PARTITIONS IN LIEU OF GWB. PROVIDE CEMENTITIOUS BACKER UNITS AT ALL TOILET ROOMS AT PARTITIONS IN LIEU OF GWB. ALL ACCESS PANELS TO BE MINIMUM ALLOWABLE SIZE. ACCESS PANELS IN GYPSUM BOARD CEILING ARE TO BE IDENTIFIED TO THE ARCHITECT PRIOR TO INSTALLATION OF WORK.REFER TO SPECIFICATIONS FOR DETAILS.

GENERAL NOTES: CONSTRUCTION PLANS

01 ENLARGED CONSTRUCTION PLAN - OFFICE SUITE

________ ________ 09 A9.31

D4B

5' - 0" 9"

D3A

A6A

157E

1' - 3 3/16"

D3B

ALIGN

01 ________ ________ A9.31

1' - 0"

2' - 6"

21"

D3B

Autodesk Docs://055.7911.000 - USD_JCP Improvements/USD_Interiors Improvements - 055.7911.000 - Central.rvt

S T

1' - 5 3/4"

8' - 5"

1 M8A

CLR 7' - 5 1/2"

4' - 0"

A6A BASKETBALL LOCKERS 148

9/18/2023 2:13:49 PM

UNLESS OTHERWISE NOTED. IN GWB CEILINGS, ALIGN WITH LIGHT FIXTURES AND OTHER DEVICES. PROVIDE SHADOW MOLDING AT ROOM'S PERIMETER THROUGHOUT. REFER TO CEILING DETAILS. ASST PROVIDE ABOVE CEILING BLOCKING AND STEEL COACHSPECIAL SUPPORT FOR GLASS WALLS/ DOORS, 124 LIGHTING, AV EQUIPMENT, DEMOUNTABLE PARTITIONS, ETC. COORDINATE WITH REQUIRED CEILING HEIGHTS. FINISH OF DIFFUSERS, SPRINKLER COVERS, SPEAKERS AND ALL OTHER CEILING MOUNTED DEVICES TO MATCH CEILING FINISH, UNLESS NOTED OTHERWISE. MULTIPLE SWITCH GROUPINGS ARE TO BE INSTALLED IN GANG BOXES WITH BARRIERS AND COMMON COVER PLATES; REFER TO ENGINEER'S ELECTRICAL DRAWINGS. COLUMN CENTER LINES (OR GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. VERIFY EXACT LOCATIONS IN THE FIELD. PROVIDE CONCEALED SPRINKLERS WITH SPRINKLER COVERS FACTORY-FINISHED TO MATCH ADJACENT CEILING COLOR. REFER TO SHEET A0.01-A0.02 FOR SYMBOLS AND ABBREVIATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SCHEDULE

1' - 5 3/4"

SCALE: 1/4" = 1'-0"

ALIGN

UNIVERSITY OF SAN DIEGO

REFER TO SHEET G1.12 FOR STANDARD 1 A6C DIMMERS, 1 A6C MOUNTING DIAGRAM OF SWITCHES, 05 03 A7.04 THERMOSTAT, AND STROBE. COORDINATE ALL W02 OTHER DEVICES IN THE FIELD WITH ARCHITECT. REFER TO A9.20 FOR INTERIOR CEILING DETAILS. 5998 ALCALA PARK WAY DRAWINGS TO BE READ IN CONJUNCTION WITH SHARED SAN DIEGO, CA 92110 LIGHT SPECIFICATIONS IN THE PROJECT MANUAL OFFICE ________ ________ 06 AND LIGHTS SCHEDULED BY THE ENGINEER'S 157 A9.31 ELECTRICAL DRAWINGS. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL 120A AND ELECTRICAL OR MECHANICAL DRAWINGS - 2" AND OBTAIN CLARIFICATION3'BEFORE COMMENCING CONSTRUCTION. Tel 619.557.2500 225 Broadway MECHANICAL, ELECTRICAL, LIGHTING, PLUMBING, Fax 619.557.2520 Suite 100 AND LIFE SAFETY DEVICES ARE SHOWN FOR San Diego, CA 92101 LOCATION ONLY. REFER TO ENGINEERING United States MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR SPECIFICATIONS AND DETAILS. THE ENGINEER'S CEILING PLANS ARE FOR POWER AND CIRCUITING REQUIREMENTS AND SWITCH 122A LOCATIONS ONLY. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN INTERIORS AND CONFERENCE ENGINEERING DRAWINGS AND SCHEDULES. 122 S-2 SEE MECHANICAL ENGINEERING DRAWINGS FOR DIFFUSER INFORMATION. COORDINATE DIFFUSER FA-02 LOCATIONS WITH ARCHITECTURAL DRAWINGS. COORDINATE LOCATION OF ALL CEILING 01 W03 MOUNTED AV EQUIPMENT WITH OWNER AND 01 A7.05 ARCHITECT PRIOR TO INSTALLATION. COPY / SECURITY EQUIPMENT, WHERE SHOWN, FOR STORAGE 04 A7.05 REFERENCE ONLY. 16' - 9 1/2" B6A ALL GWB CEILINGS ARE TO BE CONSTRUCTED OF 1/2" SAG RESISTANT GWB W/ METAL FURRING AT 05 16" O.C. GWB CEILING CONTROL JOINT LOCATIONS TO BE COORDINATED WITH ARCHITECT. ALL PARTIAL CEILING TILES TO BE CUT WITH EDGE 124 TO MATCH MANUFACTURER'S UNCUT EDGE. ALL DRYWALL CEILINGS TOB6A RECEIVE LEVEL 5 W06 W05 W04 FINISH. ALL DRYWALL CEILINGS TO BE PAINTED P02 U.N.O. REFER TO PROJECT MANUAL FOR 8' - 9 1/2" ADDITIONAL INFORMATION. 03 ALL LIGHT FIXTURES, SPRINKLER HEADS, SPEAKERS, AND CEILING MOUNTED DEVICES SHOWN IN ACOUSTIC PANEL CEILING TO BE 02 A7.05 CENTERED IN PANEL IN BOTH DIRECTIONS,

1' - 5 1/4"

02 ENLARGED RCP PLAN - VOLLEYBALL OFFICES

D3B

B6A 157

GENERAL NOTES: CONSTRUCTION PLANS

VIF

A7.09

157D

44'-0"

1 M8A

SCALE: 1/4" = 1'-0"

TEAM LOCKERS PLAN: VOLLEYBALL & BASKETBALL 9/18/2023 2:13:55 PM

SCALE: 1/4" = 1'-0"

ALIGN CL05 9'-0"

- Developed a complete set of Construction Documents in 5 weeks 5998 ALCALA PARK WAY SAN DIEGO, CA 92110 02 ENLARGED RCP - LOCKER ROOMS

CL-03 9'-0" CL05

CL-03 9'-0"

VOLLEYBALL OFFICE LOUNGE 120

2' - 6"

2' - 10"

2' - 6 3/4"

1' - 2"

1' - 3"

08 ________ ________ A9.20

1' - 9"

PT02 9'-0"

SF Renovation of 2 existing team locker rooms & a coaches office suite. CDA 5,000 - ISSUE FOR PERMIT L2

I J

Autodesk Docs://055.7911.000 - USD_JCP Improvements/USD_Interiors Improvements - 055.7911.000 - Central.rvt

BASKETBALL BATHROOM 151

13'-0"

1' - 5 1/4"

1' - 5 3/4"

WOMEN’S LOCKERS

CL05 8'-2"

CL-03 9'-0"

VOLLEYBALL LOCKERS 145

34' - 6"

BASKETBALL LOCKERS 148

CL-03 9'-0"

34' - 6"

CL-03 9'-0"

" '-0

156

21'-6"

ø7 L1

1' - 0"

33' - 0"

13'-0"

" '-0 ø7 L1

OFFICE 156

Tel 619.557.2500 Fax 619.557.2520

PT02 8'-2"

W01

225 Broadway Suite 100 San Diego, CA 92101 United States

B6A

D4B

5998 ALCALA PARK WAY SAN DIEGO, CA 92110

2' - 8"

B6A

6' - 8"

21'-6"

11"

B C

1' - 5 3/4"

L 04

EL. 6"

D4B

07 ________ ________ A9.32

GENERAL NOTES: RCP

9/18/2023 2:13:55 PM

CL-03 9'-0"

1' - 5 3/4"

D4B

13' - 8 1/4"

1' - 5 3/4"

CL05 8'-2"

1' - 5 3/4"

118B D4B

FLOOR BOX IN EXISTING CONCRETE REFIGERATOR. OWNER FURNISHED D4B 10' - 5 1/4" WATER FILLING STATION. OWNER FURNISHED SEATING - MANUFACTURER: SEATING / 1' -SERIES 0" MODEL:SUITEMAX AXIS

GENERAL NOTES CL05 8'-2"

D1B

ALIGN

14' - 0"

CL-03 9'-0"

01 02 03 04

D3B

EL. 1' - 0" 11"

ALIGN

01 ________ ________ A7.00

41' - 4"

D3B

13' - 3 3/4"

EL. 1' - 0"

D3A

44'-0"

D3B

3' - 11 1/4"

EL. 6" 04

SHEET NOTES D

D3B

12' - 5 1/4"

ALIGN

48"

18" CLEAR. SEAT DOWN, TYP L1

FOR ROCKER MODELS 6" HOLD @ BACK ROW, TYP

CL-03 9'-0"

D3B

36"

1 A6C

VIDEO CLASSROOM 118

D3B

5' - 0"

1' - 6"

118A

Tel 619.557.2500 Fax 619.557.2520

SIM

4' - 5 1/4"

________ ________ 08 A9.31

SIM

UNIVERSITY OF SAN DIEGO

FILM ROOM & OFFICE SUITE RCP

33' - 0"

Autodesk Docs://055.7911.000 - USD_JCP Improvements/USD_Interiors Improvements - 055.7911.000 - Central.rvt

REFER TO SHEET G1.12 FOR STANDARD MOUNTING DIAGRAM OF SWITCHES, DIMMERS, THERMOSTAT, AND STROBE. COORDINATE ALL OTHER DEVICES IN THE FIELD WITH ARCHITECT. REFER TO A9.20 FOR INTERIOR CEILING DETAILS. DRAWINGS TO BE READ IN CONJUNCTION WITH LIGHT SPECIFICATIONS IN THE PROJECT MANUAL AND LIGHTS SCHEDULED BY THE ENGINEER'S ELECTRICAL DRAWINGS. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND ELECTRICAL OR MECHANICAL DRAWINGS AND OBTAIN CLARIFICATION BEFORE COMMENCING CONSTRUCTION. MECHANICAL, ELECTRICAL, LIGHTING, PLUMBING, AND LIFE SAFETY DEVICES ARE SHOWN FOR LOCATION ONLY. REFER TO ENGINEERING MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR SPECIFICATIONS AND DETAILS. THE ENGINEER'S CEILING PLANS ARE FOR POWER AND CIRCUITING REQUIREMENTS AND SWITCH LOCATIONS ONLY. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN INTERIORS AND ENGINEERING DRAWINGS AND SCHEDULES. SEE MECHANICAL ENGINEERING DRAWINGS FOR DIFFUSER INFORMATION. COORDINATE DIFFUSER LOCATIONS WITH ARCHITECTURAL DRAWINGS. COORDINATE LOCATION OF ALL CEILING MOUNTED AV EQUIPMENT WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION. SECURITY EQUIPMENT, WHERE SHOWN, FOR REFERENCE ONLY. ALL GWB CEILINGS ARE TO BE CONSTRUCTED OF 1/2" SAG RESISTANT GWB W/ METAL FURRING AT 16" O.C. GWB CEILING CONTROL JOINT LOCATIONS TO BE COORDINATED WITH ARCHITECT. ALL PARTIAL CEILING TILES TO BE CUT WITH EDGE TO MATCH MANUFACTURER'S UNCUT EDGE. ALL DRYWALL CEILINGS TO RECEIVE LEVEL 5 FINISH. ALL DRYWALL CEILINGS TO BE PAINTED P02 U.N.O. REFER TO PROJECT MANUAL FOR ADDITIONAL INFORMATION. ALL LIGHT FIXTURES, SPRINKLER HEADS, SPEAKERS, AND CEILING MOUNTED DEVICES SHOWN IN ACOUSTIC PANEL CEILING TO BE CENTERED IN PANEL IN BOTH DIRECTIONS, UNLESS OTHERWISE NOTED. IN GWB CEILINGS, ALIGN WITH LIGHT FIXTURES AND OTHER DEVICES. PROVIDE SHADOW MOLDING AT ROOM'S PERIMETER THROUGHOUT. REFER TO CEILING DETAILS. PROVIDE ABOVE CEILING BLOCKING AND STEEL SUPPORT FOR GLASS WALLS/ DOORS, SPECIAL LIGHTING, AV EQUIPMENT, DEMOUNTABLE PARTITIONS, ETC. COORDINATE WITH REQUIRED CEILING HEIGHTS. FINISH OF DIFFUSERS, SPRINKLER COVERS, SPEAKERS AND ALL OTHER CEILING MOUNTED DEVICES TO MATCH CEILING FINISH, UNLESS NOTED OTHERWISE. MULTIPLE SWITCH GROUPINGS ARE TO BE INSTALLED IN GANG BOXES WITH BARRIERS AND COMMON COVER PLATES; REFER TO ENGINEER'S ELECTRICAL DRAWINGS. COLUMN CENTER LINES (OR GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. VERIFY EXACT LOCATIONS IN THE FIELD. PROVIDE CONCEALED SPRINKLERS WITH SPRINKLER COVERS FACTORY-FINISHED TO MATCH ADJACENT CEILING COLOR. REFER TO SHEET A0.01-A0.02 FOR SYMBOLS AND ABBREVIATIONS. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SCHEDULE

41' - 4"

13' - 8 1/4"

FLOOR BOX IN EXISTING CONCRETE REFIGERATOR. OWNER FURNISHED WATER FILLING STATION. OWNER FURNISHED SEATING - MANUFACTURER: SERIES SEATING / MODEL:SUITEMAX AXIS

N P

22 S S U

UNIVERSITY OF SAN DIEGO

PER PLAN

2" HOLD

SCHEDULED WALL FINISH && PARTITION & MONITOR MOUNT, OWNER & MOUNT, PROVIDED OWNER PROVIDED SCHEDULED WALL FINISH PARTITION PER WALL WALL FINISH WALL TO MATCH FINISHADJACENT TOPER MATCH ADJACENT FINISHWALL FINISHTV MONITORTV PLAN && ELEVATION PLAN ELEVATION PER ELEVATION, PER ELEVATION, TYP TYP

2" HOLD

SCHEDULEDSCHEDULED WALL FINISHWALL & PARTITION FINISH &PER PARTITION PER PLAN & ELEVATION PLAN & ELEVATION

SILL BELOWSILL BELOW

PER PLAN

VISIBLE ATTACHMENTS

BACK PAINTED GLASS BACKPAINTED PAINTEDGLASS, GLASS,TYP TYP 07 07 BACK 1 1/2" = 1'-0" = 1'-0" SCALE: SCALE:1 1/2"

1/2"x1/2" METAL REVEAL MOLDING, BLACK, TYP SCHEDULED WALL FINISH & PARTITION PER PLAN & ELEVATION

3 5/8" COLD FORMED METAL FRAMING

= 1'-0" 1 1/2" = 1'-0" SCALE: 1 1/2" SCALE:

SCALE: 1 1/2" 1 1/2" = 1'-0" =1 1'-0" 1/2" = 1'-0"111/2" 1/2"==1'-0" 1'-0" SCALE: SCALE: SCALE: SCALE:

8' - 2"

8' - 0" 2' - 8" 2' - 8"

1' - 6"

SEAT HEIGHT

1/2"

EXISTING PARTITION EXISTING PARTITION

BEYOND, SCHEDULED FINISHADJACENT TO MATCHPARTITION ADJACENT PARTITION BEYOND, SCHEDULED FINISH TO MATCH PARTITION PLAN & ELEVATION. ELEVATION ELEVATION & PARTITION&PER PLAN &PER ELEVATION. NO VISIBLE NO VISIBLE ATTACHMENTS. TYP ATTACHMENTS. TYP

SHELF BRACKET. CONCEALEDCONCEALED SHELF BRACKET. MFR: MODEL: RICHELIEU, MODEL: OR EQUAL. APPROVED EQUAL. INSTALL MFR: RICHELIEU, TRIADE, OR TRIADE, APPROVED INSTALL PER MFR RECOMMENDATION, TYP PER MFR RECOMMENDATION, TYP 2"

L4 1 1/2"

1' - 7"

PLASTIC LAMINATE TO MATCH FINISH @ FINISH @ PLASTICFINISH LAMINATE FINISHPARTITION TO MATCHELEVATION PARTITION ELEVATION TOP & BOTTOM PLYWOOD NO VISIBLE NO VISIBLE TOPSURFACE & BOTTOMW/SURFACE W/SUBSTRATE. PLYWOOD SUBSTRATE. ATTACHMENTS. TYP ATTACHMENTS. TYP

Description

8' - 0" 1' - 5"

1' - 5" 2"

2' - 8"

5' - 6"

DETAILSDETAILS - MILLWORK - MILLW

CLOSE HEAVY CONCEALEDCONCEALED HINGE SOFTHINGE CLOSESOFT HEAVY USE COMMERCIAL TYP. PROVIDE USE COMMERCIAL GRADE, TYP.GRADE, PROVIDE MIDREQUIRED HINGE AS REQUIRED MID HINGE AS

1' - 9"

= 1'-0" 1 1/2" = 1'-0" SCALE: 1 1/2" SCALE:

Project Number Project Number

055.7911.000 055.7911.000 Description Description

SEAT HEIGHT

A9.31 A9.31

FLOOR FINISH, FLOOR PERFINISH, FINISH PLANS PER FINISH PLANS

Scale

1 1/2" = 1'-0" 1 1/2" = 1'-0"

ARENA LEVEL ARENA LEVEL

TROPHY DISPLAY SHELVING LARGE LARGE TROPHY TROPHY SHELVING SHELVING DISPLAY DISPLAY & BASE & BASE CABINET CABINET 01 01

A9.31 A9.31

= 1'-0" 1 1/2" = 1'-0" SCALE: 1 1/2" SCALE:

2023 2023 ©© Gensler Gensler Date

PLASTIC LAMINATE ADJUSTABLE PLASTICFINISH LAMINATE FINISH ADJUSTABLE SHELF SHELF

1ARENA 11/2" 1/2"=LEVEL =1'-0" 1'-0" ARENA LEVEL

BANQUETTE SEATING & SHELVING LARGETROPHY TROPHY BANQUETTE SHELVING SHELVING BANQUETTE DISPLAY SEATING DISPLAY SEATING &&BASE SHELVING BASE & SHELVING CABINET CABINET 01 01 LARGE 03 03

Project NameProject Name

USD JCP USDIMPROVE JCP IMP

INTERIORTOSURFACE BE WHITE UNO INTERIOR SURFACE BE WHITETOUNO

DETAILS DETAILS- MILLWORK - MILLWORK

FLOOR FINISH, FLOOR PERFINISH, FINISH PER PLANS FINISH PLANS Scale Scale ARENA ARENA LEVEL LEVEL

1 1/2" = 1'-0" = 1'-0" SCALE: SCALE:1 1/2"

PULLS PER 06/A9.40 PULLS PER 06/A9.40

055.7911.000 055.7911.000 Description Description

Seal / Signature Seal / Signature

PLASTIC LAMINATE DOOR PANEL, PLASTICFINISH LAMINATE FINISH DOOR PANEL, PER ELEVATION PER ELEVATION

Project Project Number Number

COLD FORMED COLD FRAMING FORMED FRAMING

L4 CONCEALED CONCEALED SCHEDULEDSCHEDULED LIGHT, TYP LIGHT, TYP

PLASTIC LAMINATE FINISHEDGE PER ELEVATION W/ PLASTICEDGE LAMINATE FINISH PER ELEVATION W/ PLYWOOD SUBSTRATE. NO VISIBLE ATTACHMENTS PLYWOOD SUBSTRATE. NO VISIBLE ATTACHMENTS

5' - 6"

3' - 0"

SEAT BACK

PLASTIC LAMINATE TO MATCH FINISH W/ FINISH W/ PLASTICFINISH LAMINATE FINISHELEVATION TO MATCH ELEVATION PLYWOOD SUBSTRATE. NO VISIBLE ATTACHMENTS. PLYWOOD SUBSTRATE. NO VISIBLE ATTACHMENTS.

3' - 0"

SEAT BACK

8' - 0" 8' - 0" 1' - 5" 1' - 5"

Seal Seal / Signature / Signature

USD USDJCP JCPIMPROVEMENTS IMPROVEMENTS

2' - 8" 2' - 8"

FLOOR FLOOR FINISH, FINISH, PER PER FINISH FINISH PLANS PLANS

ARENA LEVEL ARENA LEVEL ARENA LEVEL

L4 CONCEALED CONCEALED SCHEDULEDSCHEDULED LIGHT FIXTURE, LIGHT TYP FIXTURE, TYP

1 1/2"

PER PLAN

1' - 7" 1' - 7"

PER PLAN

1' - 7"

FINISH &PER PARTITION SCHEDULEDSCHEDULED WALL FINISHWALL & PARTITION PLAN PER PLAN & ELEVATION & ELEVATION

2" 2" 2" 2" 2' - 10"

2' - 10"

CONCEALED CONCEALED HINGE HINGE SOFT SOFT CLOSE CLOSE HEAVY HEAVY USE USE COMMERCIAL COMMERCIAL GRADE, GRADE, TYP. TYP. PROVIDE PROVIDE MID MID HINGE HINGE ASAS REQUIRED REQUIRED

L4 CONCEALED CONCEALED SCHEDULEDSCHEDULED LIGHT, TYP LIGHT, TYP

8' - 0"

2" 3' - 11"

1' - 2" 2' - 8"

PLASTIC LAMINATE TO MATCH FINISH W/ PLYWOOD PLASTICFINISH LAMINATE FINISHELEVATION TO MATCH ELEVATION FINISH W/ PLYWOOD SUBSTRATE.SUBSTRATE. NO VISIBLE ATTACHMENTS. NO VISIBLE ATTACHMENTS.

FABRIC SEAT FABRIC TO BESEAT UPHOLSTERED TO BE UPHOLSTERED USING USING Project Name Name HIGH DENSITY HIGH FOAM, DENSITY ADHERED FOAM,TO ADHERED TO Project SUBSTRATESUBSTRATE USING HEAVY USING DUTYHEAVY VELCRO DUTY VELCRO

PLYWOOD SUBSTRATE, PLYWOOD SUBSTRATE, TYP TYP

2" HOLD

TROPHY DISPLAY SHELVING TROPHY SHELVING DISPLAY BANQUETTE RECESSED RECESSED SEATING SEATING MOUNTED MOUNTED &&SHELVING SHELVING DISPLAY DISPLAY 02 03 0305BANQUETTE 05

A9.30

PLASTICEDGE LAMINATE FINISH PER ELEVATION W/ PLASTIC LAMINATE FINISHEDGE PER ELEVATION W/ PLYWOOD SUBSTRATE. NO VISIBLE ATTACHMENTS. TYP PLYWOOD SUBSTRATE. NO VISIBLE ATTACHMENTS. TYP

PLASTIC PLASTIC LAMINATE LAMINATE FINISH FINISH ADJUSTABLE ADJUSTABLE SHELF SHELF

SCHEDULED WALL BASE, REFER TO SCHEDULED SCHEDULED WALL BASE,WALL REFER BASE, TO REFER TO ELEVATIONS FOR FINISH ELEVATIONSELEVATIONS FOR FINISH FOR FINISH

ARENA ARENA LEVEL LEVEL

2" 2"

3' - 0"

3' - 0" 3' - 0" SEAT BACK SEAT BACK

5' - 6" 5' - 6"

INTERIOR INTERIOR SURFACE SURFACE TOTO BEBE WHITE WHITE UNO UNO

FLOOR FINISH, FLOOR PERFINISH, FINISH PLANS PER FINISH PLANS FLOOR FINISH, PER FINISH PLANS FLOOR FLOOR FINISH, FINISH, PER PER FINISH FINISH PLANS PLANS

ARENA LEVEL ARENA LEVEL

1/2" 1/2"

EQ EQ

2" HOLD

3' - 11"

RECESSED MOUNTED DISPLAY

T.O. LOCKER

PER PLAN

EQ EQ

2" 2" 1/2"

1/2" HOLD

2" 2" HOLD HOLD

ARENA ARENA LEVEL LEVEL

RECESSEDMOUNTED MOUNTED07 DISPLAY DISPLAY BACKBACK PAINTED PAINTED GLASS, GLASS, TYP TYP 05 05 RECESSED 07

1 1/2" = 1'-0" = 1'-0" SCALE: SCALE:1 1/2" PLASTIC LAMINATE FINISH PER ELEVATION, W/ 3/4" PLYWOOD SUBSTATE

PLASTIC PLASTIC LAMINATE LAMINATE FINISH FINISH DOOR DOOR PANEL, PANEL, PER PER ELEVATION ELEVATION

EXISTING PARTITION EXISTING PARTITION

FLOOR FINISH, PER FINISH PLANS FLOOR FINISH, PER FINISH PLANS FLOOR FINISH, FLOOR PERFINISH, FINISH PLANS PER FINISH PLANS

1/2"x1/2" METAL REVEAL MOLDING, 1/2"x1/2" METAL REVEALBLACK MOLDING, BLACK PLASTICEDGE LAMINATE FINISH PER ELEVATION W/ PLYWOOD PLASTIC LAMINATE FINISHEDGE PER ELEVATION W/ PLYWOOD NO VISIBLE ATTACHMENTS. SUBSTRATE.SUBSTRATE. NO VISIBLE ATTACHMENTS.

PLASTIC PLASTIC LAMINATE LAMINATE EDGE EDGE FINISH FINISH PER PER ELEVATION ELEVATION W/W/ PLYWOOD PLYWOOD SUBSTRATE. SUBSTRATE. NO1' NO VISIBLE VISIBLE ATTACHMENTS ATTACHMENTS 1' - 6" - 6"

3 5/8" COLD 3FORMED 5/8" COLD METAL FORMED FRAMING METAL FRAMING 3 5/8" COLD FORMED METAL FRAMING

SCHEDULED WALL BASE, REFER SCHEDULED WALL BASE, REFER TOTO SCHEDULED SCHEDULED WALL BASE,WALL REFER BASE, TO REFER TO ELEVATIONS FOR FINISH ELEVATIONS FOR FINISH ELEVATIONSELEVATIONS FOR FINISH FOR FINISH

1 1/2" = 1'-0"

CONCEALEDCONCEALED SCHEDULEDSCHEDULED LIGHT, TYP LIGHT, TYP L4

PLASTIC PLASTIC LAMINATE LAMINATE FINISH FINISH TOTO MATCH MATCH ELEVATION ELEVATION FINISH FINISH W/W/ PLYWOOD PLYWOOD SUBSTRATE. SUBSTRATE. NONO VISIBLE VISIBLE ATTACHMENTS. ATTACHMENTS.

AFF

1/2" 2"

PLASTIC LAMINATE EDGE FINISH PER ELEVATION ON ALL EXPOSED SURFACES W/ PLYWOOD SUBSTRATE. NO VISIBLE ATTACHMENTS. ARENA ARENA LEVEL LEVEL TYP

SCHEDULEDSCHEDULED CEILING FINISH PER RCP CEILING FINISH PER RCP 3 5/8" COLD 3FORMED 5/8" COLD METAL FORMED FRAMING METAL FRAMING SCHEDULEDSCHEDULED WALL FINISHWALL & PARTITION FINISH &PER PARTITION PER PLAN & ELEVATION PLAN & ELEVATION

Scale

PER PLAN

SEATING DEPTH SEATING DEPTH PULLS PULLS PER PER 06/A9.40 06/A9.40

Date Description Descript

09/18/2023 09/18/2023 CD ISSUE FOR CD PERM ISSU

1 1/2"

L4 CONCEALED CONCEALED SCHEDULED SCHEDULED LIGHT, LIGHT, TYP TYP TelL4619.557.2500 Fax 619.557.2520

225 Broadway Suite 100 San Diego, CA 92101 United States

SCHEDULEDSCHEDULED WALL FINISHWALL & PARTITION FINISH &PER PARTITION PER FABRIC FABRIC SEAT SEAT TOTO BEBE UPHOLSTERED UPHOLSTERED USING USING 1/2"x1/2" METAL REVEAL MOLDING, PLAN & BLACK ELEVATION PLAN & ELEVATION HIGH HIGH DENSITY DENSITY FOAM, FOAM, ADHERED ADHERED TOTO SCHEDULED WALL FINISH &VELCRO PARTITION PER SUBSTRATE SUBSTRATE USING USING HEAVY HEAVY DUTY DUTY VELCRO PLAN & ELEVATION

COLD COLD FORMED FORMED FRAMING FRAMING

Date

PLASTIC PLASTIC LAMINATE LAMINATE EDGE EDGE FINISH FINISH PER PER ELEVATION ELEVATION W/W/ PLYWOOD PLYWOOD SUBSTRATE. SUBSTRATE. NONO VISIBLE VISIBLE ATTACHMENTS. ATTACHMENTS. TYP TYP

CORNER BEAD CORNER BEAD

PLYWOOD PLYWOOD SUBSTRATE, SUBSTRATE, TYP TYP

Description

DETAILS - INTERIOR

BEYOND, SCHEDULED BEYOND, SCHEDULED FINISH TO MATCH FINISHADJACENT TO MATCH ADJACENT PARTITION ELEVATION PARTITION ELEVATION & PARTITION&PER PARTITION PLAN &PER ELEVATION. PLAN & ELEVATION. NO VISIBLE ATTACHMENTS. TYP NO VISIBLE ATTACHMENTS. TYP PLASTIC PLASTIC LAMINATE LAMINATE FINISH FINISH TOTO MATCH MATCH PARTITION PARTITION ELEVATION ELEVATION FINISH FINISH @@ 5998 ALCALA PARK WAY TOP TOP && BOTTOM BOTTOM SURFACE SURFACE W/W/ PLYWOOD PLYWOOD SUBSTRATE. SUBSTRATE. NONO VISIBLE VISIBLE ATTACHMENTS. ATTACHMENTS. TYP TYP SAN DIEGO, CA 92110 PER PLAN

4" 4" AFF AFF

SCHEDULED WALL BASE, REFER TOTO SCHEDULED WALL BASE, REFER ELEVATIONS FOR FINISH ELEVATIONS FOR FINISH FLOOR FINISH, PER FINISH PLANS FLOOR FINISH, PER FINISH PLANS PLASTIC LAMINATE FINISH TO MATCH PARTITION 02 ________ ________ ELEVATION FINISH @ SHELVES & VERTICAL A9.31 2" 1/2" SURFACES, TYP. REFER TO SECTION DETAIL. NO

9/18/2023 2:14:17 PM

PLASTIC LAMINATE FINISH PER ELEVATION

3 5/8" 3 5/8" COLD COLD FORMED FORMED METAL METAL FRAMING FRAMING 3 5/8"" COLD3FORMED 5/8"" COLD METAL FORMED FRAMING METAL FRAMING

4" 4" AFF AFF

3 5/8"" 3 5/8"" COLD COLD FORMED FORMED METAL METAL FRAMING FRAMING3-5/8" COLD FORMED METAL FRAMING, TYP EXISTING PARTITION EXISTING PARTITION

2' - 3 3/8"

L4L4 CONCEALED CONCEALED SCHEDULED SCHEDULED LIGHT LIGHT FIXTURE, FIXTURE, TYP L4TYP L4 CONCEALED CONCEALED SCHEDULEDSCHEDULED LIGHT, TYP LIGHT, TYP

1 1/2" 1 1/2"

WALL BEYOND WALL TOBEYOND MATCH ADJACENT TO MATCH ADJACENT PLASTIC LAMINATE FINISH TO MATCH ELEVATION FINISH SCHEDULED SCHEDULED WALL FINISH WALLW/FINISH PLYWOOD SUBSTRATE. NO VISIBLE ATTACHMENTS.

1' 1' - 6"- 6" SEATING SEATING DEPTH DEPTH

CORNER BEAD CORNER BEAD SCHEDULED WALL FINISH && PARTITION PER SCHEDULED WALL FINISH PARTITION PER BOX FRAMING BOX @FRAMING OPENING@ OPENING PLAN && ELEVATION PLAN ELEVATION SCHEDULEDSCHEDULED WALL FINISHWALL & PARTITION FINISH &PER PARTITION PER PLAN & ELEVATION PLAN & ELEVATION

DRAWER COMPARTMENT W/ VENTILATED & MECHANICALLY EXHAUSTED BACKSIDE Date Date Description Description LOCKER ANCHORED TO BASE PER 09/18/2023CDCD ISSUE ISSUE FOR FOR PERMIT PERMIT MANUFACTURER 09/18/2023 SCHEDULED SCHEDULED CEILING CEILING FINISH FINISH PER PER RCP RCP SCHEDULEDSCHEDULED CEILING FINISH CEILING PER RCP FINISH PER RCP 3 5/8" 3 5/8" COLD COLD FORMED FORMED METAL METAL FRAMING FRAMING PLASTIC LAMINATE PLASTICEDGE LAMINATE FINISHEDGE PER ELEVATION FINISH PER ELEVATION W/ PLYWOOD W/ PLYWOOD LED STRIP LIGHT @ TOEKICK NO VISIBLE ATTACHMENTS NO VISIBLE ATTACHMENTS SCHEDULED SCHEDULED WALL WALL FINISH FINISH && PARTITION PARTITION PER PER SUBSTRATE.SUBSTRATE. PLAN PLAN && ELEVATION ELEVATION L4 CONCEALED L4 CONCEALED SCHEDULEDSCHEDULED LIGHT, TYP LIGHT, TYP 1/2"x1/2" 1/2"x1/2" METAL METAL REVEAL REVEAL MOLDING, MOLDING, BLACK BLACK ARENA LEVEL PLASTIC LAMINATE PLASTICFINISH LAMINATE TO MATCH FINISHELEVATION TO MATCH ELEVATION FINISH W/ FINISH W/ EXHAUST CHASE FOR VENTILATED LOCKER PLYWOOD SUBSTRATE. PLYWOOD SUBSTRATE. NO VISIBLE ATTACHMENTS NO VISIBLE ATTACHMENTS @ LAMINATE LOWER DRAWER COMPARTMENT PLASTIC PLASTIC LAMINATE EDGE EDGE FINISH FINISH PER PER ELEVATION ELEVATION W/W/ PLYWOOD PLYWOOD WALL FINISHWALL & PARTITION FINISH &PER PARTITION PLAN PER PLAN SUBSTRATE. SUBSTRATE. NONO VISIBLE VISIBLE ATTACHMENTS. ATTACHMENTS. SCHEDULEDSCHEDULED & ELEVATION. & ELEVATION. NO VISIBLE ATTACHMENTS NO VISIBLE ATTACHMENTS L4L4 CONCEALED CONCEALED SCHEDULED SCHEDULED LIGHT, LIGHT, TYP TYP

UNIVERSITY OF SAN DIEGO PER PER PLAN PLAN

CONCEALED SCHEDULED LIGHTLAMINATE FIXTURE TYP PER ELEVATION PLASTIC PLASTICL4, FINISH LAMINATE FINISH PER ELEVATION

PLASTIC LAMINATE EDGE FINISH PER ELEVATION W/ PLYWOOD SUBSTRATE. NO VISIBLE ATTACHMENTS

2' - 10"

SCHEDULED WALL FINISH && PARTITION PER SCHEDULED WALL FINISH PARTITION PER PLAN && ELEVATION PLAN ELEVATION

L4 1 1/2"

CORNER BEAD CORNER BEAD

2' - 10"

BOX FRAMING @@ OPENING BOX FRAMING OPENING

WALL BEYOND WALL TOBEYOND MATCH ADJACENT TO MATCH ADJACENT PLASTIC LAMINATE FINISH PER ELEVATION PLASTIC LAMINATE FINISH PER ELEVATION SCHEDULEDSCHEDULED WALL FINISHWALL FINISH WALL WALL BEYOND BEYOND TOTO MATCH MATCH ADJACENT ADJACENT SCHEDULED SCHEDULED WALL WALL FINISH FINISH

Project Number

SCHEDULED SCHEDULED WALL WALL FINISH FINISH && PARTITION PARTITION PER PER PLAN PLAN CONCEALEDCONCEALED SHELF BRACKET. SHELF BRACKET. && ELEVATION ELEVATION MFR: RICHELIEU, MFR: MODEL: RICHELIEU, TRIADE, MODEL: OR TRIADE, APPROVED OR EQUAL. APPROVED EQUAL. BEYOND, BEYOND, SCHEDULED SCHEDULED FINISH FINISH TOTO MATCH MATCH ADJACENT ADJACENT PARTITION PARTITION INSTALL PERINSTALL MFR RECOMMENDATION, PER MFR RECOMMENDATION, TYP TYP ELEVATION ELEVATION && PARTITION PARTITION PER PER PLAN PLAN && ELEVATION. ELEVATION. NONO VISIBLE VISIBLE PLASTIC LAMINATE PLASTICFINISH LAMINATE TO MATCH FINISHELEVATION TO MATCH ELEVATION FINISH @ FINISH @ ATTACHMENTS. ATTACHMENTS. TYP TYP TOP & BOTTOM TOPSURFACE & BOTTOMW/SURFACE PLYWOOD W/SUBSTRATE. PLYWOOD SUBSTRATE. NO NO VISIBLE ATTACHMENTS. VISIBLE ATTACHMENTS. TYP TYP CONCEALED CONCEALED SHELF SHELF BRACKET. BRACKET. MFR: MFR: RICHELIEU, RICHELIEU, MODEL: MODEL: TRIADE, TRIADE, OROR APPROVED APPROVED EQUAL. EQUAL. INSTALL INSTALL PLASTIC LAMINATE PLASTIC EDGE LAMINATE FINISHEDGE PER ELEVATION FINISH PER W/ ELEVATION 3/4" W/ 3/4" PER PER MFR MFRRECOMMENDATION, RECOMMENDATION, TYP TYP PLYWOOD SUBSTRATE. PLYWOOD SUBSTRATE. NO VISIBLE ATTACHMENTS. NO VISIBLE ATTACHMENTS. TYP TYP

PLASTIC LAMINATE EDGE FINISH PER ELEVATION W/ PLYWOOD SUBSTRATE. NO VISIBLE ATTACHMENTS. TYP

2' - 10" 2' - 10"

PER PLAN

CORNER BEAD CORNER BEAD

Autodesk Docs://055.7911.000 - USD_JCP Improvements/USD_Interiors Improvements - 055.7911.000 - Central.rvt

SCHEDULED WALL FINISH & PARTITION PER PLAN & ELEVATION

SILL BELOW

9/18/2023 2:14:17 PM

1/2" 1/2" HOLD HOLD

2" HOLD

PER PLAN

D DATA POWER PLANS

Autodesk Docs://055.7911.000 - USD_JCP Improvements/USD_Interiors Improvements - 055.7911.000 - Central.rvt

WALL BEYOND TOTO MATCH ADJACENT WALL BEYOND MATCH ADJACENT SCHEDULED WALL FINISH SCHEDULED WALL FINISH

TV MONITOR & MOUNT, OWNER PROVIDED

9/18/2023 2:14:17 PM 9/18/2023 2:14:17 PM

3' - 11" 3' - 11"

POWER, AND DATA POWER, AVAV AND DATA DEVICES; REFER POWER DEVICES; REFER TOTO POWER AND COMM PLANS AND COMM PLANS

2' - 10" 2' - 10"

Autodesk Docs://055.7911.000 - USD_JCP Improvements/USD_Interiors Improvements - 055.7911.000 - Central.rvt Autodesk Docs://055.7911.000 - USD_JCP Improvements/USD_Interiors Improvements - 055.7911.000 - Central.rvt

PER PLAN

GLASS MARKER GLASS BOARD. MARKER MOUNT BOARD. HERMOUNT HER

TROPHY TROPHY SHELVING SHELVING DISPLAY DISPLAY 02 02 055.7911.000 = 1'-0" 1 1/2" = 1'-0" SCALE: 1 1/2" SCALE:

1 1/2"

2" 2"

TVTV MONITOR MONITOR && MOUNT, MOUNT, OWNER OWNER PROVIDED PROVIDED

MANUFACTURER MANUFACTURER RECOMMENDATION. RECOMMENDATION. EQUIPMENT MONITOR MOUNTING AVAV EQUIPMENT MONITOR MOUNTING PROVIDE DEVICE ANCHOR OR BACKING DEVICE OR BACKING SYSTEM OWNER. G.C. SYSTEM BYBY OWNER. G.C. TOTO PROVIDE ANCHOR ASDEVICE REQUIRED COORDINATE. PROVIDE ANCHOR DEVICE AS REQUIRED COORDINATE. PROVIDE ANCHOR BACKING REQUIRED OROR BACKING ASAS REQUIRED

ASE CABINET (PLAN) SIM 05 ________ ________ A9.31

1/2" HOLD

SCHEDULED SCHEDULED PARTITION PARTITION PER PER PLAN PLAN SCHEDULEDSCHEDULED PARTITION PER PARTITION PLAN PER PLAN

CUSHIONED SEAT

EXISTING EXISTING PARTITION PARTITION

PLASTIC PLASTIC LAMINATE LAMINATE FINISH FINISH TOTO MATCH MATCH ELEVATION ELEVATION FINISH FINISH @@ TOP TOP && BOTTOM BOTTOM SURFACE SURFACE W/W/ PLYWOOD PLYWOOD SUBSTRATE. SUBSTRATE. NONO SCHEDULED WALL FINISH & PARTITION PER PLAN VISIBLE VISIBLE ATTACHMENTS. ATTACHMENTS. TYP TYP &LAMINATE ELEVATION. NO FINISH VISIBLE ATTACHMENTS PLASTIC PLASTIC LAMINATE EDGE EDGE FINISH PER PER ELEVATION ELEVATION W/W/ 3/4" 3/4" EXISTING EXISTING SCHEDULEDSCHEDULED PARTITION PER PARTITION PLAN PER PLAN PLYWOOD PLYWOOD SUBSTRATE. SUBSTRATE. NONO VISIBLE VISIBLE ATTACHMENTS. ATTACHMENTS. TYP TYP PARTITION PARTITION BEYOND, SCHEDULED FINISH TO MATCH ADJACENT PARTITION TV MONITORTV & MONITOR MOUNT, & MOUNT, ELEVATION & PARTITION PER PLAN & ELEVATION. NO VISIBLE OWNER PROVIDED OWNER PROVIDED ATTACHMENTS. TYP L4L4 CONCEALED CONCEALED SCHEDULED SCHEDULED LIGHT, LIGHT, TYP TYP AV EQUIPMENT AV EQUIPMENT MONITOR MOUNTING MONITOR MOUNTING PER PLAN SYSTEM BY SYSTEM OWNER. BY G.C.OWNER. TO G.C. TO BEYOND, BEYOND, SCHEDULED SCHEDULED FINISH FINISH TOTO MATCH MATCH ADJACENT ADJACENT PER PER PLAN PLAN COORDINATE. COORDINATE. PROVIDE ANCHOR PROVIDE DEVICE ANCHOR DEVICE PARTITION PARTITION ELEVATION ELEVATION && PARTITION PARTITION PER PER PLAN PLAN && ELEVATION. ELEVATION. CONCEALED SHELF BRACKET. OR BACKINGOR ASBACKING REQUIRED AS REQUIRED NONO VISIBLE VISIBLE ATTACHMENTS. TYP TYPTRIADE, OR APPROVED EQUAL. INSTALL MFR:ATTACHMENTS. RICHELIEU, MODEL: PER MFR RECOMMENDATION, TYP POWER, AV POWER, AND DATA AV AND DATA PLASTIC LAMINATE FINISH TO MATCH REFER PARTITION ELEVATION FINISH @ DEVICES; DEVICES; TO POWER REFER TO POWER TOP & BOTTOM SURFACE W/AND PLYWOOD SUBSTRATE. NO VISIBLE COMM PLANS AND COMM PLANS ATTACHMENTS. TYP

ARENA LEVEL ARENA LEVEL

USD JCP IMPROVEMENTS

PLASTIC PLASTIC LAMINATE LAMINATE FINISH FINISH TOTO MATCH MATCH ELEVATION ELEVATION FINISH FINISH W/W/ PLYWOOD PLYWOOD SCALE: 1 1/2" = 1'-0" SUBSTRATE. SUBSTRATE. NONO VISIBLE VISIBLE ATTACHMENTS. ATTACHMENTS.

CORNER BEAD CORNER BEAD PLASTIC LAMINATE EDGE FINISH PER ELEVATION W/ PLYWOOD PER PLAN PER PLAN CONCEALED CONCEALED SHELF SHELF BRACKET. BRACKET. SUBSTRATE. NO VISIBLE ATTACHMENTS. MFR: MFR: RICHELIEU, RICHELIEU, MODEL: MODEL: TRIADE, TRIADE, OROR APPROVED APPROVED EQUAL. EQUAL. L4 INSTALL INSTALL PER PER MFR MFRRECOMMENDATION, RECOMMENDATION, TYP TYPFIXTURE L4, TYP CONCEALED SCHEDULED LIGHT

1 1/2" 1 1/2"

FLOOR FINISH, FLOOR PERFINISH, FINISH PLANS PER FINISH PLANS Project Name

01 LOCKER BENCH W/ COMPARTMENT

3 5/8" COLD FORMED METAL FRAMING SCHEDULED WALL FINISH & PARTITION PER PLAN & ELEVATION 3 5/8" COLD 3FORMED 5/8" COLD METAL FORMED FRAMING METAL FRAMING 1/2"x1/2" METAL REVEALLIGHT, MOLDING, BLACK CONCEALED CONCEALED SCHEDULED SCHEDULED LIGHT, TYP TYP

3' - 11"

EXISTING EXISTING PARTITION PARTITION

L4L4

CORNER BEAD CORNER BEAD ALIGN

PER PER PLAN PLAN

PLASTIC LAMINATE FINISH PER ELEVATION, W/ 3/4" PLYWOOD SUBSTATE

SCHEDULED SCHEDULED WALL WALL FINISH FINISH && PARTITION PARTITION PER PER PLAN PLAN && ELEVATION. ELEVATION. NONO VISIBLE VISIBLE ATTACHMENTS ATTACHMENTS

3 5/8" COLD FORMED METAL FRAMING 3 5/8" COLD FORMED METAL FRAMING 3 5/8" COLD 3FORMED 5/8" COLD METAL FORMED FRAMING METAL FRAMING CORNER BEAD CORNER BEAD

1/2" 1/2" HOLD HOLD

ALIGN ALIGN

ARENA LEVEL

PLASTIC PLASTIC LAMINATE LAMINATE FINISH TOTO MATCH MATCH ELEVATION ELEVATION FINISH FINISH W/W/ EXPANSION BOLT, FINISH PLYWOOD PLYWOOD SUBSTRATE. SUBSTRATE. NONO VISIBLE VISIBLE ATTACHMENTS ATTACHMENTS TYP

SCALE: 1 1/2" = 1'-0"

3 5/8" COLD FORMED METAL FRAMING GLASS GLASS MARKER MARKER BOARD. BOARD. MOUNT MOUNT HER HER MANUFACTURER MANUFACTURER RECOMMENDATION. RECOMMENDATION. EXISTING PARTITION PROVIDE PROVIDE ANCHOR ANCHOR DEVICE DEVICE OROR BACKING BACKING ASAS REQUIRED REQUIRED

REFER TO DETAIL & ELEVATION

SCHEDULED SCHEDULED CEILING CEILING FINISH FINISH PER PER RCP RCPSCHEDULED CARPET TILE FINISH FLOOR PER FINISHW/PLAN, OVER 3/4" THICK PLASTIC PLASTIC LAMINATE LAMINATE EDGE EDGE FINISH FINISH PER PER ELEVATION ELEVATION W/ PLYWOOD PLYWOOD PLYWOOD SUBSTRATE. RISER CARPET SUBSTRATE. SUBSTRATE. NONO VISIBLE VISIBLE ATTACHMENTS ATTACHMENTS TO MATCH SCHEDULED FLOOR CARPET L4L4 CONCEALED CONCEALED SCHEDULED SCHEDULED LIGHT, LIGHT, TYP TYP

= 1'-0" 1 1/2" = 1'-0" SCALE: 1 1/2" SCALE:

ALIGN

3 5/8" COLD 3FORMED 5/8" COLD METAL FORMED FRAMING METAL FRAMING CONSTRAST RESILIENT NOSING, RB02 SCHEDULEDSCHEDULED PARTITION PER PARTITION PLAN PER PLAN

LIGHT-GAUGE STEEL FRAMING @ 16" O.C.

SCHEDULEDSCHEDULED WALL BASE,WALL REFER BASE, TO REFER TO ELEVATIONSELEVATIONS FOR FINISH FOR FINISH

CONTINUOUS BACKING WHERE REQUIRED

SEAT DEPTH

TROPHYSHELVING SHELVINGDISPLAY DISPLAY 02 02 TROPHY

SMALL SMALL TROPHY TROPHY SHELVING SHELVING DISPLAY DISPLAY (PLAN) (PLAN) 06 06 FILM ROOM SEATING

A9.30 RISER @ VIDEO CLASSROOM

1 1/2" = 1'-0" = 1'-0" SCALE: SCALE:1 1/2"

SCHEDULEDSCHEDULED WALL FINISHWALL & PARTITION FINISH &PER PARTITION PER PLAN & ELEVATION PLAN & ELEVATION 3 5/8" COLD 3FORMED 5/8" COLD METAL FORMED FRAMING METAL FRAMING

1' - 2"

1 1/2" = 1'-0"

SCHEDULED WALL FINISH & PARTITION PER PLAN & ELEVATION

SCHEDULED SCHEDULED PARTITION PARTITION PER PER PLAN PLAN

SCHEDULED CARPET TILE FINISH FLOOR PER FINISH PLAN, OVER 3/4" THICK PLYWOOD SUBSTRATE. RISER CARPET TO MATCH SCHEDULED FLOOR CARPET

9/18/2023 2:14:15 PM

1/2"

CONTRAST RESILIENT NOSING, RB02

3 5/8" 3 5/8" COLD COLD FORMED FORMED METAL METAL FRAMING FRAMING

SMALLTROPHY TROPHYSHELVING SHELVINGDISPLAY DISPLAY(PLAN) (PLAN) 06 06 SMALL

PLASTIC LAMINATE FINISH TO MATCH PARTITION ELEVATION FINISH @ SHELVES, TYP. REFER TO SECTION DETAIL 3 5/8" COLD FORMED METAL FRAMING 3 5/8" COLD FORMED METAL FRAMING 2" CORNER BEAD CORNER BEAD

LIGHT-GAUGE STEEL FRAMING PLASTIC PLASTIC LAMINATE LAMINATE FINISH FINISH PER PER @ 16" O.C. ELEVATION, ELEVATION, W/W/ 3/4" 3/4" PLYWOOD PLYWOOD SUBSTATE SUBSTATE

1 1/2" = 1'-0" = 1'-0" SCALE: SCALE:1 1/2" PLASTIC LAMINATE PLASTICFINISH LAMINATE PER FINISH PER ELEVATION,ELEVATION, W/ 3/4" PLYWOOD W/ 3/4"SUBSTATE PLYWOOD SUBSTATE

Scale ARENA LEVEL

01 ________ ________ A9.31

SCHEDULEDSCHEDULED WALL FINISHWALL & FINISH & PARTITION PER PARTITION PLAN &PER PLAN & ELEVATION ELEVATION

SCHEDULED SCHEDULED PARTITION PARTITION PER PER PLAN PLAN

LED STRIP LIGHT @ TOEKICK

SCHEDULED SCHEDULED WALL WALL FINISH FINISH && PARTITION PARTITION PER PER PLAN PLAN && ELEVATION ELEVATION

2" HOLD

1' - 6"

SEAT HEIGHT

LOCKER ANCHORED TO BASE PER MANUFACTURER

PER PLAN & ELEVATION

Description

DETAILS - INTERIOR

1/2"x1/2" METAL 1/2"x1/2" REVEAL METAL MOLDING, REVEALBLACK, MOLDING, TYP BLACK, TYP

1' - 9" 1' - 9" SEAT HEIGHT SEAT HEIGHT

DRAWER COMPARTMENT W/ VENTILATED & MECHANICALLY EXHAUSTED BACKSIDE

PER PLAN PER PLAN

055.7911.000 SCHEDULED WALL FINISH & PARTITION

1/2"x1/2" METAL 1/2"x1/2" REVEAL METAL MOLDING, REVEALBLACK MOLDING, BLACK

Seal / Signature

LOCKER ANCHORED TO WALL PER MANUFACTURER, TYP ARENA ARENA LEVEL LEVEL

AFF

Project Number

FLOOR FLOOR FINISH, FINISH, PER PER FINISH FINISH PLANS PLANS

PLASTIC LAMINATE PLASTICEDGE LAMINATE FINISHEDGE PER FINISH PER ELEVATION ELEVATION ON ALL EXPOSED ON ALLSURFACES EXPOSED W/ SURFACES W/ 2" 1/2" PLYWOOD SUBSTRATE. PLYWOOD SUBSTRATE. NO VISIBLE NO VISIBLE ATTACHMENTS. ATTACHMENTS. TYP TYP

1/2"x1/2" 1/2"x1/2" METAL METAL REVEAL REVEAL MOLDING, MOLDING, BLACK, BLACK, TYP TYP

PER PLAN

CUSHIONED SEAT

1/2" 2"

PER PLAN

USD JCP IMPROVEMENTS

1' - 2"

1/2" HOLD

VISIBLE VISIBLE ATTACHMENTS ATTACHMENTS

SEAT DEPTH

LOCKER BENCH W/ COMPARTMENT SCALE: 1 1/2" = 1'-0"

SCHEDULED SCHEDULED WALL WALL BASE, BASE, REFER REFER TOTO ELEVATIONS ELEVATIONS FOR FOR FINISH FINISH PLASTIC LAMINATE PLASTICFINISH LAMINATE TO MATCH FINISHPARTITION TO MATCH PARTITION 02 02 ________ ________ ________ ________ ELEVATION ELEVATION FINISH @ SHELVES FINISH @ & VERTICAL SHELVES & VERTICAL A9.31NO 2"A9.31 1/2" 2" 1/2" SURFACES, SURFACES, TYP. REFERTYP. TO SECTION REFER TO DETAIL. SECTION NO DETAIL. VISIBLE ATTACHMENTS VISIBLE ATTACHMENTS

2" 2"

1/2" 1/2" 2" 2"

SEATING. INSTALL PER MANUFACTURER RECOMMENDATION. SEE PLAN FOR LOCATIONS AND DISTRIBUTION, TYP

PLASTIC PLASTIC LAMINATE LAMINATE EDGE EDGE FINISH FINISH PER PER ELEVATION ELEVATION ONON ALL ALL EXPOSED EXPOSED SURFACES SURFACES W/W/ PLYWOOD PLYWOOD SUBSTRATE. SUBSTRATE. NONO VISIBLE VISIBLE ATTACHMENTS. ATTACHMENTS. TYP TYP

LOCKER ANCHORED TO WALL PER MANUFACTURER, TYP

LOCKER W/ BENCH

PLASTIC LAMINATE PLASTICFINISH LAMINATE PER ELEVATION FINISH PER ELEVATION

= 1'-0" 1 1/2" = 1'-0" SCALE: 1 1/2" SCALE:

EXHAUST CHASE FOR VENTILATED LOCKER @ LOWER DRAWER COMPARTMENT

LAN

3 5/8" 3 5/8" COLD COLD FORMED FORMED METAL METAL FRAMING FRAMING

RECESSED RECESSED MOUNTED MOUNTED DISPLAY DISPLAY (PLAN) (PLAN) 08 08 PLASTIC PLASTIC LAMINATE LAMINATE FINISH FINISH TOTO MATCH MATCH PARTITION PARTITION 0202 ________ ________ ________ ________ ELEVATION ELEVATION FINISH FINISH @@ SHELVES SHELVES && VERTICAL VERTICAL A9.31 2" 2" 1/2" 1/2" SURFACES, SURFACES, TYP. TYP. REFER REFER TOTO SECTION SECTION DETAIL. DETAIL. NONO A9.31 Project Name

2" 2" HOLD HOLD

ENA LEVEL

3-5/8" COLD 3-5/8" FORMED COLD METAL FORMED FRAMING, METAL FRAMING, TYP TYP

AND DATA AV AND DATA AV EQUIPMENT AV EQUIPMENT MONITOR MONITOR POWER, AV POWER, DEVICES; REFER DEVICES; TO POWER REFER TO POWER MOUNTING SYSTEM MOUNTING BY SYSTEM OWNER. BY OWNER. AND COMM PLANS AND COMM PLANS PROVIDE ANCHOR PROVIDE DEVICE ANCHOR OR DEVICE OR BACKING ASBACKING REQUIRED AS REQUIRED

PLASTIC PLASTIC LAMINATE LAMINATE FINISH FINISH PER PER ELEVATION ELEVATION

CONTINUOUS BACKING WHERE REQUIRED

2' - 3 3/8"

SCHEDULED SCHEDULED WALL WALL FINISH FINISH && PARTITION PARTITION PER PER PLAN PLAN && ELEVATION ELEVATION

Seal / Signature

RECESSEDMOUNTED MOUNTEDDISPLAY DISPLAY(PLAN) (PLAN) 08 08 RECESSED 1 1/2" = 1'-0" = 1'-0" SCALE: SCALE:1 1/2"

PER PLAN

PER PLAN PER PLAN 8' - 2"

8' - 0"

POWER, AVAV AND DATA POWER, AND DATA DEVICES; REFER TOTO POWER DEVICES; REFER POWER AND COMM PLANS AND COMM PLANS

T.O. LOCKER

Autodesk Docs://055.7911.000 - USD_JCP Improvements/USD_Interiors Improvements - 055.7911.000 - Central.rvt

AVAV EQUIPMENT EQUIPMENT MONITOR MONITOR MOUNTING MOUNTING SYSTEM SYSTEM BYBY OWNER. OWNER. PROVIDE PROVIDE ANCHOR ANCHOR DEVICE DEVICE OROR BACKING BACKING ASAS REQUIRED REQUIRED

3-5/8" 3-5/8" COLD COLD FORMED FORMED METAL METAL FRAMING, FRAMING, TYP TYP

3' - 0"

PLASTIC LAMINATE PLASTICEDGE LAMINATE FINISHEDGE PER ELEVATION FINISH PER ELEVATION W/ W/ PLYWOOD SUBSTRATE. PLYWOOD SUBSTRATE. NO VISIBLE ATTACHMENTS NO VISIBLE ATTACHMENTS

1/2"x1/2" 1/2"x1/2" METAL METAL REVEAL REVEAL MOLDING, MOLDING, BLACK BLACK

1" 1"

225 Broadway225 Broadway Suite 100 Suite 100 San Diego, CA San 92101 Diego, CA 92101 United StatesUnited States

L4 CONCEALED CONCEALED SCHEDULEDSCHEDULED LIGHT FIXTURE LIGHT L4,FIXTURE TYP L4, TYP

1 1/2"

PLASTIC LAMINATE PLASTICFINISH LAMINATE TO MATCH FINISHELEVATION TO MATCH ELEVATION FINISH W/ FINISH W/ PLYWOOD SUBSTRATE. PLYWOOD SUBSTRATE. NO VISIBLE ATTACHMENTS. NO VISIBLE ATTACHMENTS.

2" 2"

PER PLAN

L4 1 1/2"

1/2"

SILL SILL BELOW BELOW

INSIDE DEPTH

AFF

2" HOLD

1 1/2" 1 1/2"

1' - 2" 1' - 2"

CORNER BEAD, CORNER TYP BEAD, TYP

2" HOLD

2" 2" HOLD HOLD

SIM SIM 05 05 ________ ________ ________ ________ A9.31 A9.31

PLASTIC LAMINATE PLASTICEDGE LAMINATE FINISHEDGE PER ELEVATION FINISH PER ELEVATION W/ W/ PLYWOOD SUBSTRATE. PLYWOOD SUBSTRATE. NO VISIBLE ATTACHMENTS. NO VISIBLE ATTACHMENTS. TYP TYP TelTel619.557.2500 619.557.2500 Fax Fax619.557.2520 619.557.2520

225 225 Broadway Broadway Suite Suite 100 100 San San Diego, Diego, CACA 92101 92101 United United States States

L4L4 CONCEALED CONCEALED SCHEDULED SCHEDULED LIGHT LIGHT FIXTURE FIXTURE L4,L4, TYP TYP MOUNTED MIRROR @ BACK SIDE OF OPERABLE DOOR PANEL BY LOCKER PLASTIC PLASTIC LAMINATE LAMINATE FINISH FINISH TOTO MATCH MATCH ELEVATION ELEVATION FINISH FINISH W/W/ MANUFACTURER PLYWOOD PLYWOOD SUBSTRATE. SUBSTRATE. NONO VISIBLE VISIBLE ATTACHMENTS. ATTACHMENTS. MOUNTED MIRROR @ BACK PANEL BY LOCKER PLASTIC PLASTIC LAMINATE LAMINATE EDGE EDGE FINISH FINISH PER PER ELEVATION ELEVATION W/W/ MANUFACTURER PLYWOOD PLYWOOD SUBSTRATE. SUBSTRATE. NONO VISIBLE VISIBLE ATTACHMENTS ATTACHMENTS

REFER TO DETAIL REFER & ELEVATION TO DETAIL & ELEVATION

5998 ALCALA 5998 ALC PA SAN DIEGO, SAN CA DI

PLASTIC LAMINATE PLASTICFINISH LAMINATE TO MATCH FINISHPARTITION TO MATCHELEVATION PARTITION ELEVATION FINISH @ FINISH @ TOP & BOTTOM TOPSURFACE & BOTTOMW/SURFACE PLYWOOD W/SUBSTRATE. PLYWOOD SUBSTRATE. NO VISIBLE NO VISIBLE ATTACHMENTS. ATTACHMENTS. TYP TYP

PER PLAN

REFER REFER TOTO DETAIL DETAIL & ELEVATION & ELEVATION

MOUNTED MIRROR @ BACK SIDE OF SIM SIM OPERABLE DOOR PANEL BY LOCKER 0505 ________ ________ ________ ________ MANUFACTURER A9.31 A9.31 CORNER BEAD, TYP CORNER BEAD, TYP MOUNTED MIRROR @ BACK PANEL BY LOCKER MANUFACTURER TVTV MONITOR && MOUNT, OWNER PROVIDED MONITOR MOUNT, OWNER PROVIDED WALL WALL FINISH FINISH TO TO MATCH MATCH ADJACENT ADJACENT WALL WALL FINISH FINISH PER PER ELEVATION, ELEVATION, TYP TYP

1' - 10"

UNIVERSI UNIVE SANSAN DIE

CONCEALEDCONCEALED SHELF BRACKET. SHELF BRACKET. MFR: RICHELIEU, MFR: MODEL: RICHELIEU, TRIADE, MODEL: OR TRIADE, APPROVED OR EQUAL. APPROVED INSTALL EQUAL. INSTALL PER MFR RECOMMENDATION, PER MFR RECOMMENDATION, TYP TYP

PER PER PLAN PLAN

INSIDE DEPTH

2" 2"

= 1'-0" 1 1/2" = 1'-0" SCALE: 1 1/2" SCALE:

1' - 10"

PER PLAN

5998 5998ALCALA ALCALAPARK PARKWAY WAY SAN SANDIEGO, DIEGO,CA CA92110 92110

PLASTIC PLASTIC LAMINATE LAMINATE FINISH FINISH TOTO MATCH MATCH PARTITION PARTITION ELEVATION ELEVATION FINISH FINISH @@ TOP TOP && BOTTOM BOTTOM SURFACE SURFACE W/W/ PLYWOOD PLYWOOD SUBSTRATE. SUBSTRATE. NONO VISIBLE VISIBLE ATTACHMENTS. ATTACHMENTS. TYP TYP CUSTOM LOCKER W/ USBC, PLASTIC PLASTIC LAMINATE LAMINATE EDGE EDGE FINISH FINISH PER PER ELEVATION ELEVATION W/W/ POWER, ETHERNET CONNECTION PLYWOOD PLYWOOD SUBSTRATE. SUBSTRATE. NONO VISIBLE VISIBLE ATTACHMENTS. ATTACHMENTS. TYP TYP BY LOCKER MANUFACTURER

LARGE LARGE TROPHY TROPHY SHELVING SHELVING DISPLAY DISPLAY & BASE & BASE CABINET CABINET (PLAN) (PLAN) 09 09

CUSTOM LOCKER W/ USBC, POWER, ETHERNET CONNECTION BY LOCKER MANUFACTURER

PER PLAN

BEYOND, SCHEDULED BEYOND, SCHEDULED FINISH TO MATCH FINISHADJACENT TO MATCHPARTITION ADJACENT PARTITION ELEVATION ELEVATION & PARTITION&PER PARTITION PLAN &PER ELEVATION. PLAN & ELEVATION. NO VISIBLE NO VISIBLE ATTACHMENTS. ATTACHMENTS. TYP TYP

LARGETROPHY TROPHYSHELVING SHELVINGDISPLAY DISPLAY&&BASE BASECABINET CABINET (PLAN) (PLAN) 09 09 LARGE

3' - 0" 3' - 0"

PER PER PLAN PLAN

UNIVERSITY UNIVERSITYOF OF SAN SANDIEGO DIEGO

1' - 2"

EXISTING PARTITION EXISTING PARTITION

2' - 8"

3 5/8" COLD 3FORMED 5/8" COLD METAL FORMED FRAMING METAL FRAMING

EXISTING EXISTING PARTITION PARTITION

SCHEDULEDSCHEDULED WALL FINISHWALL & PARTITION FINISH &PER PARTITION PLAN PER PLAN & ELEVATION. & ELEVATION. NO VISIBLE ATTACHMENTS NO VISIBLE ATTACHMENTS

BEYOND, BEYOND, SCHEDULED SCHEDULED FINISH FINISH TOTO MATCH MATCH ADJACENT ADJACENT PARTITION PARTITION ELEVATION ELEVATION && PARTITION PARTITION PER PER PLAN PLAN && ELEVATION. ELEVATION. NONO VISIBLE VISIBLE ATTACHMENTS. ATTACHMENTS. TYP TYP COMPARTMENT W/ OPERABLE DOOR (POWER CONNECTION, ETHERNET CONNECTION) OPTION A: VIDEO DISPLAY OPTION B: INTERCHANGEABLE BACKLIT PLATE CONCEALED CONCEALED SHELF SHELF BRACKET. BRACKET. MFR: MFR: RICHELIEU, RICHELIEU, MODEL: MODEL: TRIADE, TRIADE, OROR APPROVED APPROVED EQUAL. EQUAL. INSTALL BOX AREA FORINSTALL JUNCTION PER PER MFR MFRRECOMMENDATION, RECOMMENDATION, TYP TYP

3' - 0"

3 5/8" 3 5/8" COLD COLD FORMED FORMED METAL METAL FRAMING FRAMING

L4 CONCEALED CONCEALED SCHEDULEDSCHEDULED LIGHT FIXTURE LIGHT L4,FIXTURE TYP L4, TYP

1' - 2"

PLASTIC LAMINATE PLASTICFINISH LAMINATE PER FINISH PER ELEVATION,ELEVATION, W/ 3/4" PLYWOOD W/ 3/4"SUBSTATE PLYWOOD SUBSTATE

2' - 8"

PLASTIC PLASTIC LAMINATE LAMINATE FINISH FINISH PER PER ELEVATION, ELEVATION, W/W/ 3/4" 3/4" PLYWOOD PLYWOOD SUBSTATE SUBSTATE

2" HOLD

COMPARTMENT W/ OPERABLE DOOR (POWER CONNECTION, ETHERNET CONNECTION) OPTION A: VIDEO DISPLAY OPTION B: INTERCHANGEABLE BACKLIT PLATE

PER PLAN

4" COLD FORMED METAL FRAMING SCHEDULED SCHEDULED WALL WALL FINISH FINISH && PARTITION PARTITION PER PER PLAN PLAN CORNER BEAD && ELEVATION. ELEVATION. NONO VISIBLE VISIBLE ATTACHMENTS ATTACHMENTS

PER PLAN PER PLAN

L4L4 CONCEALED CONCEALED SCHEDULED SCHEDULED LIGHT LIGHT FIXTURE FIXTURE L4,L4, TYP TYP SCHEDULED WALL FINISH & PARTITION PER PLAN & ELEVATION

AREA FOR JUNCTION BOX

2" 2" HOLD HOLD

Description PLASTIC LAMINATE PLASTICEDGE LAMINATE FINISHEDGE PER ELEVATION FINISH PER ELEVATION W/ PLYWOOD W/ PLYWOOD 09/18/2023 CD ISSUE FOR PERMIT SUBSTRATE.SUBSTRATE. NO VISIBLE ATTACHMENTS. NO VISIBLE ATTACHMENTS.

PLASTIC PLASTIC LAMINATE LAMINATE EDGE EDGE FINISH FINISH PER PER ELEVATION ELEVATION W/W/ PLYWOOD PLYWOOD SUBSTRATE. SUBSTRATE. NONO VISIBLE VISIBLE ATTACHMENTS. ATTACHMENTS.

4" COLD FORMED METAL FRAMING CORNER BEAD

1 1/2" = 1'-0" = 1'-0" SCALE: SCALE:1 1/2"

Date

1/2"

SCHEDULEDSCHEDULED WALL FINISHWALL & PARTITION FINISH &PER PARTITION PLAN PER PLAN & ELEVATION & ELEVATION

2" 1/2"

1/2"

2" 1/2"

&& ELEVATION ELEVATIONELEVATION ELEVATION W/ 3/4" PLYWOOD W/ 3/4"SUBSTRATE, PLYWOOD SUBSTRATE, TYP TYP

SCHEDULED WALL FINISH & PARTITION PER PLAN & ELEVATION

3" 2" HOLD

01 01 ________ ________ ________ ________ A9.31 A9.31

1/2" SCHEDULED 1/2" 2" 2"SCHEDULED WALL PLASTIC WALL FINISH FINISH LAMINATE & PLASTIC & PARTITION PARTITION EDGE LAMINATE PER FINISH PER PLAN EDGE PLAN PER FINISH PER

1/2" 2" 2" 1/2"

3 5/8" COLD 3FORMED 5/8" COLD METAL FORMED FRAMING METAL FRAMING SCHEDULEDSCHEDULED WALL FINISHWALL & PARTITION FINISH &PER PARTITION PLAN PER PLAN & ELEVATION & ELEVATION 1/2"x1/2" METAL 1/2"x1/2" REVEAL METAL MOLDING, REVEALBLACK MOLDING, BLACK

Description

09/18/2023 CD ISSUE FOR PERMIT

Date

3 5/8" 3 5/8" COLD COLD FORMED FORMED METAL METAL FRAMING FRAMING SCHEDULED SCHEDULED WALL WALL FINISH FINISH && PARTITION PARTITION PER PER PLAN PLAN && ELEVATION ELEVATION 1/2"x1/2" 1/2"x1/2" METAL METAL REVEAL REVEAL MOLDING, MOLDING, BLACK BLACK

0101 ________ ________ ________ ________ A9.31 A9.31

PLASTIC PLASTIC LAMINATE LAMINATE EDGE EDGE FINISH FINISH PER PER ELEVATION ELEVATION W/W/ 3/4" 3/4" PLYWOOD PLYWOOD SUBSTRATE, SUBSTRATE, TYP TYP

PLASTIC LAMINATE PLASTICFINISH LAMINATE TO MATCH FINISHPARTITION TO MATCH PARTITION ELEVATION ELEVATION FINISH @ SHELVES, FINISH @TYP. SHELVES, REFERTYP. TO REFER TO SECTION DETAIL SECTION DETAIL

AFF

1/2"x1/2" 1/2"x1/2" METAL METAL REVEAL REVEAL MOLDING, MOLDING, BLACK, BLACK, TYP TYP 1/2" 1/2" 2" 2"

SCHEDULEDSCHEDULED WALL FINISHWALL & PARTITION FINISH &PER PARTITION PLAN PER PLAN PLASTIC PLASTIC LAMINATE LAMINATE FINISH FINISH TO MATCH MATCH PARTITION PARTITION & ELEVATION &TO ELEVATION ELEVATION ELEVATION FINISH FINISH @@ SHELVES, SHELVES, TYP. TYP. REFER REFER TOTO 1/2"x1/2" METAL 1/2"x1/2" REVEAL METAL MOLDING, REVEALBLACK, MOLDING, TYP BLACK, TYP SECTION SECTION DETAIL DETAIL

1/2" 1/2"

LOCKER ROOM & TEAM ROOM RENOVATION

SCHEDULED SCHEDULED WALL WALL FINISH FINISH && PARTITION PARTITION PER PER PLAN PLAN && ELEVATION ELEVATION

ANTELOPE VALLEY COLLEGE

STUDENT SERVICES CENTER BUILDING EXTERIOR DETAILS 2

05 12 00 STRUCTURAL STEEL FRAMING, SSD

1' - 4"

2' - 0"

T.O. DECK 28' - 8" STRUCTURAL SUPPORT BEAM. REFER TO S6.101

________ ________ 05 A5.003

3' - 11"

1 2' - 9 1/2"

SLOPE

07 54 23 ROOFING ASSEMBLY

T.O. ROOF EDGE 30' - 0"

________ ________ 09 ________ ________ 07 A5.003 A5.003

________ ________ 06 A5.003

05 31 00 CONCRETE FILLED METAL DECK: SSD

INTAMESCENT PAINT AT SUPPORT BEAM AND HSS

T.O. CURTAIN WALL MULLION

SPRAY-APPLIED FIRE PROOFING

STRUCTURAL HSS. REFER TO S6.101

2" RIGID INSULATION

13' - 8"

STRUCTURAL FRAMING. REFER TO S5.103

9' - 9"

08 44 13 GLAZED ALUM CURTAIN WALL (CW-01)

05 50 00 STEEL PLATE ROOF EAVE FINISH WITH HIGH PERFORMANCE COATING TO MATCH (MT-06) 07 42 13 ALUMINUM COMPOSITE PANEL (MT-06) 07 42 13 ATTACHMENT CLIP

Date

04/18/2018 07/13/2018 02/19/2019 04/05/2019 04/12/2019 05/24/2019 06/15/2019

09 54 26 WOOD SLAT CEILING (CL-06)

LEVEL 02 15' - 0" = B.O. CURTAIN WALL MULLION

5' - 3"

DSA Identific

MAIN ENTRANCE \\gensler.ad\Projects\RevitUserModels\23858\05.1512.100_AVC_Student Services_ARCH_v17_Patrick_Ifurung@gensler.com.rvt

________ ________ 12 A5.100

The Student Services Building is one of several buildings which are part of a master plan located on the campus of Antelope Valley College located in Lancaster California. The 30’ tall 55,700 SF building is situated at the main entrance with a combination of weathered steel and glass curtain wall exterior cladding. With a large double height feature atrium enclosed by transparent curtain wall at both ends, the connection between the interior welcome center to the exterior landscape creates a seamless experience for students entering the campus.

6/14/2019 12:29:37 PM

Job Captain / Designer - Managed and developed construction documentation - Managed and acquired DSA approval for construction

02 3D AXON - WEST ENTRANCE SCALE:

October 18, 2017

T.O. CURTAIN WALL MULLION

Seal / Signatu

8' - 8"

15' - 0"

STUDENT SERVICES | ENTRANCE

9' - 9"

ANTELOPE VALLEY COLLEGE | LANCASTER, CA

T.O. CURTAIN WALL MULLION

Project Name

________ ________ 10 A5.100

LEVEL 01 0' - 0"

STUDE DSA# 0

Project Numb

Description

WALL SE

BELOW GRADE WATERPROOFING

01 WALL & ROOF SECTION - EAST ENTRANCE

EXTERIOR WALL & ROOF SECTION

Scale

1/2" = 1'-

A4.0

SCALE: 1/2" = 1'-0"

BUILDING ELEVATIONS

EAST ELEVATION

05.1512

03 30 00 CONCRETE FOOTING AND SLAB; SSD

SOUTH ELEVATION

3041 W Ave K Lancaster, CA 93536

ANTELOPE VALLEY COLLEGE

500 South Figueroa Street Los Angeles, California 90071 United States

Tel 213.327.3600 Fax 213.327.3601

STUDENT SERVICES CENTER BUILDING EXTERIOR WALL DETAILS

STAR DIRECTOR COUNSELOR

COUNSELOR

EOPS DIRECTOR

TECH ANALYST

SHARED-COMPUTER STATIONS

CALWORKS DIRECTOR

FLEX CONF.

IDF

6/14/2019 12:31:26 PM

CUSTODIAL STORAGE

STAFF RESTROOM

07 62 00 SS SHEET MTL FLASHING

2 1/8"

1/8"

STAFF LOUNGE

COPY/STORAGE STD WKRS WORKSPACE

PNL

1/8"

2 1/8"

07 42 13 WEATHERING STEEL (MT-05)

06 16 00 SHEATHING 07 27 26 FLUID -APPLIED MEMBRANE AIR BARRIER 07 48 00 3/4" VERT GIRT 16" O.C. PAINTED FLAT BLACK CONC CURB BELOW, SEE A5.000 FOR ALIGNMENT

4" CONTINUOUS BAKING STRIP, 20GA, BEHIND VERTICAL REVEAL TYPICAL, PAINTED MATTE BLACK

05 PLAN DETAIL - TYPICAL NORTH - LEVEL 01 SCALE: 3" = 1'-0"

02 WALL SECTION - SOUTH - WEATHERING STEEL SCALE: 1/2" = 1'-0"

WEST ELEVAT ON

08 44 13 ALUM CURTAIN WALL (CW-02) J-MOLD, TYP.

09 24 00 EXTERIOR CEMENT PLASTER (DP-01)

1/8" 2 1/8"

3/8"

06 16 00 SHEATHING

J-MOLD, TYP

07 27 26 FLUID -APPLIED MEMBRANE AIR BARRIER 07 21 00 RIGID INSULATION

FILE # 19-C11

FLS __________ 3" = 1'-0" SCALE:

SSS _______

DATE _________

3/8"

1/8"

2 1/8"

4' - 0" MODULE

WDW

PNL

01 PLAN DETAIL - TYPICAL EAST/SOUTH/WEST - LEVEL 01

A SCALE: 3" = 1'-0"

05.1512.100

Project Name

STUDENT SERVICES (SSV) DSA# 03-119031 Description Project Number 05.1512.100

Scale

A5.001 1/2" = 1'-0"

SCALE: 3" = 1'-0"

01 ENLARGED ELEVATION

SCALE: 3" = 1'-0"

A4.000

SCALE: 1/2" = 1'-0"

SCALE: 3" = 1'-0"

10" CURB

09 24 00 WEEP SCREED MIN 4" ABOVE GRADE 10" CURB

LEVEL 01

07 26 16 07 26 16 07 26 16 07 26 16 UNDER-SLAB-ON-GRADE UNDER-SLAB-ON-GRADE TERM BAR AND FASTENER TERM BAR AND FASTENER VAPOR BARRIER VAPOR BARRIER 07 62 00 07 62 00 SS SHT MTL PAN FLASHING, END DAM SS SHT MTL PAN FLASHING, END DAM AT BOTH JAMBS TO BE FULLY WELDEDAT BOTH JAMBS TO BE FULLY WELDED

TERM BAR AND FASTENER 08 44 13 CURTAIN 07 62 00 WALL ASSEM BUTT GLAZED JOINT SS SHT MTL PAN FLASHING, END DAM AT BOTH JAMBS TO BE FULLY WELDED SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" 09 29 00 GYP BD 5/8"

- CEMENT ENLARGED PLASTER - CEMENT PLASTER 02 ENLARGED02 02 ENLARGED - CEMENT PLASTER SCALE: 3" = 1'-0"

07 26 16 DRAIN BOARD

DRAIN BOARD

08 80 00 BITUTHENE MEMBRANE EXTERIOR GLAZING

08 44 13 CURTAIN 07 26 16 WALL ASSEM (CW-02) UNDER-SLAB-ON-GRADE LEVEL 01 VAPOR BARRIER 07 92 00 SEALANT AND BACKER ROD 07 26 16 TERM BAR AND FASTENER

08 44 13 CURTAIN WALL ASSEM 07 26 16 (CW-02) UNDER-SLAB-ON-GRADE LEVEL 01 VAPOR BARRIER 07 92 00 SEALANT AND BACKER ROD 07 26 16 TERM BAR AND FASTENER

10" CURB

DRAIN BOARD

07 62 00 SCALE: 3" = 1'-0" = 1'-0" SCALE: SS SHT MTL PAN FLASHING, END3"DAM

LEVEL 01

07 26 1607 26 16 TERM BAR AND FASTENER UNDER-SLAB-ON-GRADE VAPOR BARRIER 07 62 00 SS SHT MTL PAN FLASHING, END DAM AT BOTH JAMBS TO BE FULLY WELDED

SCALE: 3" = 1'-0"

BITUTHENE MEMBRANE 07 48 00 3/4" HORIZONTAL RAIL (KNIGHT WALL CI) 24" O.C.

07 26 16 UNDER-SLAB-ON-GRADE VAPOR BARRIER

09 24 00 WEEP SCREED MIN 4" ABOVE GRADE 10" CURB

07 26 16 LEVEL 01 UNDER-SLAB-ON-GRADE VAPOR BARRIER 07 26 16 TERM BAR AND FASTENER 07 62 00 SS SHT MTL PAN FLASHING, END DAM AT BOTH JAMBS TO BE FULLY WELDED

SCALE: 3" = 1'-0"

AT BOTH JAMBS TO BE FULLY WELDED

07 26 16 LEVEL 01 UNDER-SLAB-ON-GRADE VAPOR BARRIER 07 26 16 TERM BAR AND FASTENER

8 1/2" CURB

8 1/2" CURB 07 26 16 UNDER-SLAB-ON-GRADE LEVEL 01 VAPOR BARRIER 07 26 16 TERM BAR AND FASTENER

Seal8 /1/2" Signature CURB

BITUTHENE MEMBRANE

A5.000 Project Name

05.1512.100

BITUTHENE MEMBRANE Description

IDENTIFICATION STAMP LEVEL 01

8" TYP. SPACING

Scale

07 07 26 26 16 16 3" = 1'-0" UNDER-SLAB-ON-GRADE

TERM BAR AND FASTENER VAPOR BARRIER 07 62 00 SS SHT MTL PAN FLASHING, END DAM AT BOTH JAMBS TO BE FULLY WELDED

A5.000

BITUTHENE MEMBRANE

07 26 16 UNDER-SLAB-ON-GRADE VAPOR BARRIER

ENLARGED - CEMENT PLASTER 02 MENLARGED - CEMENT02PLASTER SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

Project Number

DIVISION OF

THE STATE ARCHITECT 05.1512.100 BITUTHENEAPPL MEMBRANE # 03-119031 Description

FILE # 19-C11

EXTERIOR DETAILS FLS __________ AC ________

8 1/2" CURB Scale

Seal Scale/ Signature 07 26 16 3" = 1'-0" LEVEL 01 UNDER-SLAB-ON-GRADE VAPOR BARRIER 07 26 16 TERM BAR AND FASTENER

SCALE: 3" = 1'-0"

AC ________ Description

FLS ____

SSS _______ EXTERIOR DETAILS DATE __

IDENTIFICATION STAM

Scale

3" = 1'-0"

A5.000

STUDENT SERVICES DSA# 03-119031 DSA Identification Stamp

Project Number

DIVISION OF

THE STATE ARCHITEC 05.1512.100 APPL # 03-119031

Description

FILE # 19-C11

EXTERIOR DETAILS FLS ____ AC ________

DATE _________

SSS _______

DATE __

IDENTIFICATION STAM Seal Scale/ Signature

3" = 1'-0"

A5.000

STUDENT SERVICES (SSV) DSA# 03-119031

STUDENT SERVICES DSA# 03-119031

05.1512.100

EXTERIOR DETAILS

Scale

07 26 16 DRAIN BOARD

BITUTHENE MEMBRANE

07 26 16 UNDER-SLAB-ON-GRADE VAPOR BARRIER

A5 000 STEEL - WEATHERING STEEL ENLARGED W ENLARGED - WEATHERING

05.1512.100

IDENTIFICATION STAMP 07 26 16 3" = 1'-0" LEVEL 01 UNDER-SLAB-ON-GRADE VAPOR BARRIER 07 26 16 TERM BAR AND FASTENER

07 26 16 DRAIN BOARD

07 26 16 UNDER-SLAB-ON-GRADE VAPOR BARRIER

STUDENT SERVICES DSA# 03-119031

Project Name

07 62 00 SS SHT MTL PAN FLASHING, END DAM AT BOTH JAMBS TO BE FULLY WELDED

07 26 16 DRAIN BOARD

Project Number

BITUTHENE MEMBRANE

Date Description Project Name 04/18/2018 50% CD DSA Submission DSA07/13/2018 Identification Stamp 02/19/2019 DSA BACK CHECK DIVISION OF#4 04/05/2019 DSA BACK CHECK THE STATE ARCHITEC 04/12/2019 Project NumberDSA BACK CHECK #6 APPL 03-119031 05/24/2019 DSA BACK# CHECK #7 06/15/2019 DSA BACK #8 FILE #CHECK 19-C11

Seal / Signature

EXTERIOR DETAILS

DRAIN BOARD

BITUTHENE MEMBRANE

Seal / Signature

SCALE: 3" = 1'-0"

07 26 16 DRAIN BOARD

05.1512.100

07 26INT 16 SCHED PARTITION © 2019 Gensler STUDENT SERVICES (SSV) STUDENT SERVICES (SSV) DRAIN BOARD WALL FINISH; WHERE OCCURS, SEE A1.301 & DSA# 03-119031 DSA# 03-119031 A1.302Stamp DSA Identification

- WEATHERING ENLARGED STEEL - WEATHERING STEEL - WEATHERING STEEL 01 ENLARGED01 01 ENLARGED

07 26 16 DRAIN BOARD

PERIMETER FIRESTOP SYSTEM PER HI/PHV 120-09

INTDescription SCHED PARTITION Date Project NameWALL FINISH; WHERE OCCURS, 04/18/2018 50% CDSEE A1.301 &

IDENTIFICATION STAMP

07 62 00 07 62 00 SS SHT MTL PAN FLASHING, END DAM SS SHT MTL PAN FLASHING, END DAM AT BOTH JAMBS TO BE FULLY WELDEDAT BOTH JAMBS TO BE FULLY WELDED

07 62 00 SS SHT MTL PAN FLASHING, END DAM AT BOTH JAMBS TO BE FULLY WELDED

FLS ___

DATE __

IDENTIFICATION STAM

05.1512.100

LEVEL 01 LEVEL 01 Scale 07 26 16 07UNDER-SLAB-ON-GRADE 26 16 3" = 1'-0" TERM BARBARRIER AND FASTENER VAPOR 07 62 00 07 62 00 SS SHT MTL PAN FLASHING, END DAM SS SHT MTL PAN FLASHING, END DAM AT BOTH JAMBS TO BE FULLY WELDEDAT BOTH JAMBS TO BE FULLY WELDED

07 26 16 07UNDER-SLAB-ON-GRADE 26 16 TERM BARBARRIER AND FASTENER VAPOR

BITUTHENE MEMBRANE

FILE # 19-C11 SSS _______

07 26 16 LEVEL 02 TERM BAR AND FASTENER

SSS _______

09 24 00 WEEP SCREED MIN 4" ABOVE GRADE

SCALE: 3" = 1'-0"

8" TYP. SPACING

8 1/2" CURB

SCALE: 3" = 1'-0" 07 26INT 16 SCHED PARTITION DRAIN BOARD WALL FINISH; WHERE OCCURS, SEE A1.301 & A1.302

07 26 16 DRAIN BOARD

11 5/8"

- CEMENT PLASTER ENLARGED - CEMENT PLASTER ENLARGED - CEMENT 02 ENLARGED02 02PLASTER

07 62 00 07 62 00 SS SHT MTL PAN FLASHING, END DAMSS SHT MTL PAN FLASHING, END DAM AT BOTH JAMBS TO BE FULLY WELDEDAT BOTH JAMBS TO BE FULLY WELDED

APPL # 03-119031 AC ________

07 62 00 SS SHT MTL PAN FLASHING, END DAM AT BOTH JAMBS TO BE FULLY WELDED 07 92 00

TO DECK DTL 1B/S0.401 DATE EXTERIOR FOR_______ STUD TO DECKDATE DTL SEE 1B/S0.401 FOR STUD TO DECK DTL SEE 1B/S0.401FOR STUDEXTERIOR DETAILS DETAILS SSSSEE _______ _________SSS _________

8 1/2" CURB

Description

04/18/2018 50% CD 07/13/2018 DSA Submission 02/19/2019 DSA BACK CHECK 04/05/2019 DSA BACK CHECK #4 DSA Identification Stamp 04/12/2019 DSA BACK CHECK #6 05/24/2019 DSA BACK CHECKOF #7 DIVISION 06/15/2019 THE DSA BACK CHECK #8 STATE ARCHITEC

DATE _________

APPL # 03-119031 05/24/2019 DSA APPL 03-119031 BACK# CHECK #7 06/15/2019 DSA BACK CHECK #8 FILE # 19-C11 05 40 00MEMBRANE 05 40 00 FILE # 19-C11 BITUTHENE BITUTHENE MEMBRANE COLD FORMED FRAMING COLD FORMED FRAMING Description Description AC ________ FLS __________ AC ________ FLS __________

- WEATHERING ENLARGED STEEL - WEATHERINGENLARGED 01 ENLARGED01 01 STEEL - WEATHERING STEEL

07 26 16 DRAIN BOARD

11 5/8"

DRAIN BOARD

STRUCTURAL STEEL BEAM & BENT PLATE, SEE 3/S5.101

09 24 00 WEEP SCREED MIN 4" ABOVE GRADE

04/12/2019 DSA BACK CHECK #6 05/24/2019 DSA BACK CHECK #7 06/15/2019 DSA BACK CHECK #8

FILE # 19-C11

STRUCTURAL STEEL BEAM & BENT PLATE, SEE 3/S5.101

09 24 00 WEEP SCREED MIN 4" ABOVE GRADE 10" CURB

Description

Date

Description

DATE _________SSS _______

8" TYP. SPACING

TYP. 08 80 00 08 44 13 GLAZING EXTERIOR CURTAIN WALL ASSEM (CW-02) 08 41 13 LEVEL 01 PAINTED ALUM BACK PAN 07 0792 2600 16 12 24 13 AND BACKER SEALANT UNDER-SLAB-ON-GRADE ROLLER WINDOW ROD VAPOR BARRIER SHADES 07 26 16 (WT-01)

Date

04/18/2018 50% CD 500 South FigueroaDSA StreetSubmission Tel 213.3 07/13/2018 Los Angeles, California Fax 213.3 02/19/2019 DSA90071 BACK CHECK United04/05/2019 States DSA BACK CHECK #4

06 16 00 5/8" EXTERIOR SHEATHING BOARD

PER HI/PHV 120-09

THE STATE ARCHITECT Project NumberTHE STATE ARCHITECT Project Number SEE 1/S5.102 SEE 1/S5.102 04/12/2019 DSA BACK CHECK #6

05 40 00MEMBRANE BITUTHENE COLD FORMED FRAMING

BITUTHENE MEMBRANE ________ ________ 16 A5.701

TYP. TYP. 08 80 00 08 80 00 08 44 13 GLAZING 08 44 13 GLAZING EXTERIOR EXTERIOR CURTAIN WALL ASSEM CURTAIN WALL ASSEM (CW-02) (CW-02) 08 41 13 LEVEL 01 08 41 13 LEVEL 01 PAINTED ALUM BACK PAN PAINTED ALUM BACK PAN 07 26 16 07 26 16 07 92 00 07 92 00 UNDER-SLAB-ON-GRADE UNDER-SLAB-ON-GRADE 12 24 13 AND BACKER 12 24 13 AND BACKER SEALANT SEALANT VAPOR BARRIER VAPOR BARRIER ROLLER WINDOW ROLLER WINDOW ROD ROD SHADES (WT-01) SHADES 07 26 16 (WT-01) 07 26 16 TERM BAR AND FASTENER TERM BAR AND FASTENER 08 44 13 08 44 13 CURTAIN CURTAIN 07 62 00 WALL ASSEM 07 62 00 WALL ASSEM GLAZED JOINT BUTT GLAZED JOINT SS SHT MTL PAN FLASHING, END DAMBUTT SS SHT MTL PAN FLASHING, END DAM AT BOTH JAMBS TO BE FULLY WELDEDAT BOTH JAMBS TO BE FULLY WELDED 09 29 00 09 29 00 GYP BD 5/8" GYP BD 5/8"

INT SCHED PARTITION Project Name WALL FINISH; WHERE

SEE A1.301 & 07 26OCCURS, 16 A1.302 DRAIN BOARD DSA Identification Stamp

SEE 1/S5.102

07 07 48 27 00 26 3/4"FLUID HORIZONTAL -APPLIEDRAIL (KNIGHT WALL CI) 24"MEMBRANE O.C. MEMBRANE AIR BARRIER BITUTHENE

3041 W Ave K Lancaster, CA 93536

07 92 00 STRUCTURAL STEEL BEAM & L-ANGLE, PERIMETER FIRESTOP SYSTEM SEE 1/S5.102

Date

07 26 16 A1.302 STUDENT SERVICES STUDENT (SSV) SERVICES (SSV) DSA Submission DSA07/13/2018 Identification Stamp DRAIN BOARD 02/19/2019 DSA BACK CHECK DSA# 03-119031 03-119031 DIVISION OF DSA# DIVISION OF#4 STEEL BEAM & L-ANGLE, STRUCTURAL STEEL BEAM & L-ANGLE,STRUCTURAL STEEL BEAM & L-ANGLE, 04/05/2019STRUCTURAL DSA BACK CHECK

4" CURB

BITUTHENE MEMBRANE ________ ________ 16 A5.701

07 92 00 PERIMETER FIRESTOP SYSTEM PER HI/PHV 120-09

INT SCHED PARTITION WALL FINISH; WHERE

Tel 213.3 Fax 213.3

VERTICLIP WITH CLIP WITH ON EACL SIDE ALIGN CL OF REVEAL OF OF JAMB FOR HEADERS. SEE MULLION 7/ S0.402 ADJACENT CURTAINWALL 07 21 00 2" RIGID INSULATION, LEVEL 02 25 PSI COMPRESSIVE STRENGTH MIN.

FILE # 19-C11

07 26 16 02 TERM BAR ANDLEVEL FASTENER

SEE A1.301 & 07 26OCCURS, 16 A1.302 DRAIN BOARD

07 26 16 05 40 00 DRAIN BOARD COLD FORMED FRAMING

07 48 00 07 07 48 27 00 26 3/4" HORIZONTAL RAIL (KNIGHT WALL CI) -APPLIEDRAIL (KNIGHT WALL CI) 3/4"FLUID HORIZONTAL BITUTHENE BITUTHENE 24" O.C. MEMBRANE AIR BARRIER 24"MEMBRANE O.C. MEMBRANE

07 26 16 02 TERM BAR ANDLEVEL FASTENER

07 92 00 PERIMETER FIRESTOP SYSTEM PER HI/PHV 120-09

0840 8000 00 05 EXTERIOR GLAZING COLD FORMED FRAMING

Description

07 62 00 07 62 00 SS SHT MTL PAN FLASHING, END DAM SS SHT MTL PAN FLASHING, END DAM AT BOTH JAMBS TO BE FULLY WELDEDAT BOTH JAMBS TO BE FULLY WELDED

PERIMETER FIRESTOP SYSTEM PER HI/PHV 120-09

07 26 16 11 5/8" 05 40 00 DRAIN BOARD COLD FORMED FRAMING

2" 6"

GAP

T.O. ROOF

SEE 1/S5.102

2" 4" CURB

A B

8" TYP. SPACING

07 62 00 SS SHT MTL PAN FLASHING, END DAM AT BOTH 07 92 00JAMBS TO BE FULLY WELDED

07 16 1126 5/8" DRAIN BOARD

07 26 16 LEVEL 02 TERM BAR AND FASTENER

1 1/2"

06 16 00

ALIGN CL FLOOR DEFLECTION JOINT, ALIGN CL FLOOR DEFLECTION JOINT, ALIGN CL FLOOR DEFLECTION JOINT, IDENTIFICATION STAMP IDENTIFICATION STAMP OF REVEAL OF REVEAL OF REVEAL Seal / Signature Seal / Signature 8 1/2" CURB 8 1/2" CURB 1 ALIGN 1/2" CL OF REVEAL WITH CL OF 1/2" CL OF ALIGN CL OF REVEAL1WITH ALIGN CL OF REVEAL WITH CL OF 01 01 CURTAINWALL ADJACENT CURTAINWALL MULLION ADJACENT LEVEL CURTAINWALL MULLION ADJACENT LEVEL LEVEL 01 GAP GAP MULLION

2"4" CURB

07 92 00 PERIMETER FIRESTOP SYSTEM PER HI/PHV 120-09

11 5/8"

8" TYP. SPACING

A B

8 1/2" CURB

500 South Figueroa Street Los Angeles, California 90071 United States

________ ________ 08 ________ ________ 08 ________ ________ 08 SIMDECK DTL SEE 1B/S0.401 SIMDECK DTL SEE 1B/S0.401 SIMDECK DTL SEE 1B/S0.401FOR FOR STUD TO FOR STUD TO STUD TO A5.002 A5.002 AC ________ FLS __________AC A5.002 ________ FLS __________

8" TYP. SPACING

Date

3041 W Ave K Lancaster, CA 93536

07 21 62 00 ALIGN OFCLAD REVEAL WITH 2" RIGIDCLINSULATION, 25 PSICL OF MEMBRANE SHEET ADJACENT CURTAINWALL COMPRESSIVE STRENGTH MULLION MIN. METAL FLASHING 5/8" EXTERIOR SHEATHING BOARD LEVEL 02 3041 W Ave K Lancaster,STRUCTURAL CA 93536STEEL BEAM & L-ANGLE, 07 92 00 PERIMETER FIRESTOP SYSTEM 07 48HI/PHV 00 120-09 PER

SSS _______ 4" CURB

07 26 16 02 TERM BAR LEVEL AND FASTENER

07 26 16 TERM BAR AND FASTENER

07 62 00 07 62 00 SS SHT MTL PAN FLASHING, END DAM SS SHT MTL PAN FLASHING, END DAM AT BOTH JAMBS TO BE FULLY WELDEDAT BOTH JAMBS TO BE FULLY WELDED

06 16 00 LEVEL 02 T.O. ROOF 5/8" EXTERIOR SHEATHING BOARD

07 92 00 07 92 00 STEEL BEAM & L-ANGLE, STRUCTURAL STEEL BEAM & L-ANGLE,STRUCTURAL PERIMETER FIRESTOP SYSTEM PERIMETER FIRESTOP SYSTEM SEE 1/S5.102 SEE 1/S5.102

LEVEL 01

GAP

VARIES 5/8" 2"

07 21 62 00 ALIGN CL OF REVEAL WITH CL OF 1251/2" MEMBRANE CLAD SHEET 2" RIGID INSULATION, PSI ADJACENT CURTAINWALL MULLION GAP MIN. METAL FLASHING COMPRESSIVE STRENGTH

PER HI/PHV 120-09

Tel 213.3 Fax 213.

07 27 26 FLUID -APPLIED MEMBRANE AIR BARRIER ________ ________ 08 A5.002 SIM 07 54 23 ROOFING MEMBRANE T.O. DECK FLOOR CL 07 54 23 DEFLECTION VERTICLIP WITH CLIP JOINT, ON EA ALIGN SIDE OF OF REVEAL WELDED STRIP JAMB FORTRANSITION HEADERS. SEE 7/ S0.402

3/4" 3/4" 1/8"

07 48 00 07 48 00 07 48 00 04/18/2018 50% CD 04/18/2018 50% CD INT SCHED PARTITION INT SCHED PARTITION 3/4" HORIZONTAL RAIL (KNIGHT WALL CI) 3/4" RAIL (KNIGHT WALL CI) 3/4" HORIZONTAL RAIL (KNIGHT WALL CI) INT HORIZONTAL SCHED PARTITION WALL FINISH; WHERE WALL FINISH; WHERE 07/13/2018 DSA Submission 07/13/2018 DSA Submission 24" O.C., PANITED FLAT BLACK 24" O.C., PANITED FLAT BLACK 24" O.C., PANITED FLAT BLACK WALL FINISH; WHERE OCCURS, SEE A1.301 & OCCURS, SEE02/19/2019 A1.301 & DSA BACK CHECK 02/19/2019OCCURS, DSA BACK SEECHECK A1.301 & A1.302 A1.302 STRUCTURAL STEEL BEAM & L-ANGLE, STRUCTURAL STEEL #4 BEAM & L-ANGLE, STRUCTURAL STEEL BEAM &Stamp L-ANGLE, DSA BACK CHECK #4 DSA04/05/2019 DSA BACK CHECK DSA04/05/2019 Identification Identification Stamp A1.302 07 48 1/S5.102 00 07 48 1/S5.102 00 07 48 1/S5.102 00 SEE SEE 04/12/2019 DSA BACK CHECK #6 04/12/2019SEE DSA BACK CHECK #6 CI) 3/4" VERTICAL GIRT OF (KNIGHT WALL CI) 3/4" VERTICAL GIRT (KNIGHT WALL CI) 3/4" VERTICAL GIRT (KNIGHT WALL DIVISION OF DIVISION 05/24/2019 DSA BACK CHECK #7 05/24/2019 DSA BACK CHECK #7BLACK 16" O.C., PANITED FLAT BLACK 16"THE O.C.,STATE PANITED FLAT 16" O.C., PANITED FLAT BLACK THE STATE ARCHITECT ARCHITECT 06/15/2019 DSA BACK CHECK #8 06/15/2019 DSA 05 40 00 05 40 00 BACK CHECK #8 05 40 00 APPL # 03-119031 APPL # 03-119031 FORMED FRAMING COLD FORMED FRAMING FRAMING 5/8" 2" 3/4" 3/4" 1/8" 5/8" 2" 4" 3/4" 3/4" 1/8"VARIES COLD FORMED 5/8" PER STRUCT 3/4" 3/4" PER 1/8" STRUCT COLD

8" TYP. SPACING

1 1/2"

5/8" PER STRUCT 4"

VERTICLIP WITH CLIP1WITH ON SIDE VERTICLIP WITH CLIP WITH ON EACL SIDE 1/2"EACL 1 ALIGN 1/2" CL OF REVEAL OF OF ALIGN CL OF REVEAL OF OF JAMB FOR HEADERS. SEE 7/ S0.402 JAMB FOR HEADERS. SEE MULLION 7/ S0.402 ADJACENT ADJACENT CURTAINWALL CURTAINWALL GAP MULLION GAP 07 21 00 07 21 00 2" RIGID INSULATION, 25 PSI 2" RIGID INSULATION, LEVEL 02 25 PSI LEVEL 02 COMPRESSIVE STRENGTH MIN. COMPRESSIVE STRENGTH MIN. 06 16 00 06 16 00 5/8" EXTERIOR SHEATHING BOARD 5/8" EXTERIOR SHEATHING BOARD

GAP

500 South Figueroa Street Los Angeles, California 90071 United States

STRUCTURAL STEEL BEAM & L-ANGLE, SEE 1/S5.102

07 92 00 PERIMETER FIRESTOP SYSTEM PER 07 48HI/PHV 00 120-09

PER HI/PHV 120-09

4" CURB

10" CURB

MIN 4" ABOVE GRADE ALIGN CL OF JOINT WITH CL OF ADJACENT CURTAINWALL MULLION LEVEL 01

5/8" EXTERIOR SHEATHING BOARD

DateRAIL (KNIGHT Description Date 3/4" HORIZONTAL RAIL (KNIGHT WALL CI) 3/4"Description HORIZONTAL RAIL (KNIGHT WALL CI) 3/4" HORIZONTAL WALL CI) 24" O.C., PANITED FLAT BLACK 24" O.C., PANITED FLAT BLACK 24" O.C., PANITED FLAT BLACK 04/18/2018 50% CD 04/18/2018 50% CD 07 42 13 07 42 13Submission 07 42 13 07/13/2018 DSA Submission 07/13/2018 DSA 500 South Figueroa Street Tel 213.327.3600 WEATHERING STEEL 1/8" MIN. (11GA) WEATHERING STEEL 1/8" 07 48MIN. 00 (11GA) WEATHERING STEEL 1/8" 07 48 00BACK 07 48MIN. 00 (11GA) 02/19/2019 DSA BACK CHECK Los Angeles, 02/19/2019 DSA California 90071 CHECK Fax 213.327.3601 PRE-WEATHERED PRE-WEATHERED PRE-WEATHERED 3/4" VERTICAL GIRTFINISH (KNIGHT WALL CI) 3/4" 3/4" VERTICAL GIRTFINISH (KNIGHT WALL CI) VERTICAL GIRTFINISH (KNIGHT WALL CI) STRUCTURAL STEEL BEAM & L-ANGLE, STRUCTURAL04/05/2019 STEEL FOR BEAM & L-ANGLE, DSA BACK CHECK #4United04/05/2019 DSA CHECK #4 States PRE-DRILLED HOLES STAINLESS HOLES FOR STAINLESS PRE-DRILLED HOLES FOR STAINLESS PRE-DRILLED 16" O.C., PANITED FLAT BLACK 16" O.C.,BACK PANITED FLAT BLACK 16" O.C., PANITED FLAT BLACK STRUCTURAL STEEL BEAM & L-ANGLE, SEE 1/S5.102 SEE 1/S5.102 04/12/2019 DSA BACK CHECK #6 04/12/2019 DSA BACK CHECK #6 STEEL SCREWS STEEL SCREWS STEEL SCREWS SEE 1/S5.102 (MT-05) (MT-05) (MT-05) 05/24/2019 DSA BACK CHECK #7 05/24/2019 DSA BACK CHECK #7 3/4" 3/4" PER 1/8" STRUCT 5/8" PER STRUCT 5/8" 2" 3/4" 3/4" 1/8" 5/8" 2" 4" 3/4" 3/4" 1/8"VARIES 06/15/2019 DSA BACK CHECK #8 06/15/2019 DSA BACK CHECK #8 05 400800 05 40 00 ________ ________ ________ ________ ________ ________ 08 05 400800 SIM FRAMING SIM FRAMING COLD FORMED COLD FORMED A5.002 07 27 26 A5.002 07 A5.002 27 26 SIM 07 27 26 COLD FORMED FRAMING FLUID -APPLIED FLUID -APPLIED FLUID -APPLIED MEMBRANE AIRDECK BARRIER MEMBRANE AIR BARRIER MEMBRANE AIRDECK BARRIER FOR STUD TO DTL SEE 1B/S0.401 FOR STUD TO DTL SEE 1B/S0.401 FOR STUD TO DECK DTL SEE 1B/S0.401 FLOOR DEFLECTION JOINT, ALIGN CL FLOOR DEFLECTION JOINT, ALIGN CL FLOOR DEFLECTION JOINT, ALIGN CL OF REVEAL OF REVEAL OF REVEAL T.O. DECK T.O. DECK T.O. DECK

FLOOR DEFLECTION JOINT, ALIGN CL OF REVEAL 09 24 00 DOUBLE-V CONTROL JOINT WEEP SCREED

00 Lancaster, 06CA16 93536

STRUCTURAL STEEL BEAM & L-ANGLE,STRUCTURAL STEEL BEAM & L-ANGLE, SEE 1/S5.102 SEE 1/S5.102

1 1/2"

PERIMETER FIRESTOP SYSTEM PER 06 16HI/PHV 00 120-09

STRUCTURAL STEEL BEAM & BENT 07 27 26 PLATE, SEE 3/S5.101 FLUID -APPLIED MEMBRANE AIR BARRIER 07 48 00 5/8" 4" VARIES 3/4"STRUCTURAL HORIZONTAL RAILBEAM (KNIGHT WALL CI) STEEL & BENT PLATE, 24"SEE O.C.3/S5.101

7/8"

SEE 3/S5.101

FLOOR DEFLECTION JOINT, ALIGN CL OF REVEAL 09 24 00 WEEP SCREEDCONTROL JOINT DOUBLE-V MIN 4" ABOVE GRADE ALIGN CL OF JOINT 10" WITH CURB CL OF ADJACENT 1 1/2" LEVEL 01MULLION CURTAINWALL GAP

07 27 26 FLUID-APPLIED MEMBRANE 07 92 00 AIR BARRIER

STRUCTURAL STEEL BEAM & BENT 07 27 26 07 27 26 PLATE, SEE 3/S5.101 FLUID -APPLIED FLUID -APPLIED AIR BARRIER AIR BARRIER 07 MEMBRANE 48 00 07 MEMBRANE 48 00 PER STRUCT 3/4"5/8" 2" 1 1/2" 7/8" WALL5/8" PER STRUCT 5/8" WALL 2" 1CI)1/2" 5/8" HORIZONTAL RAIL5/8" (KNIGHT CI) 3/4" HORIZONTAL RAIL (KNIGHT STEEL BEAM & BENT PLATE, STEEL BEAM & BENT PLATE, 24" STRUCTURAL O.C. 24" STRUCTURAL O.C.

09 24 00 WEEP SCREED MIN 4" ABOVE GRADE 10" CURB

5/8" 2" VARIES

05 07 40 48 00 00 COLD FORMED FRAMING 3/4" HORIZONTAL RAIL (KNIGHT WALL CI) 24" O.C.

5/8"

5/8" PER STRUCT 4"

5/8" EXTERIOR SHEATHING BOARD

8" TYP. SPACING

1 1/2"

3/4"

1 1/2"

3/4"

0840 8000 00 05 EXTERIOR GLAZING COLD FORMED FRAMING

DRAIN BOARD

PERIMETER FIRESTOP SYSTEM PER 06 16HI/PHV 00 120-09

05 07 40 48 00 00 COLD FORMED FRAMING 3/4" HORIZONTAL RAIL (KNIGHT WALL CI) 11 5/8" 24" O.C.

07 0792 6200 00 09 29 00 PERIMETER FIRESTOP SYSTEM END DAM SS SHT MTL PAN FLASHING, GYP BD 5/8" PER HI/BP 150-01 AT BOTH JAMBS TO BE FULLY WELDED

08 80 00 05 40 00 EXTERIOR GLAZING COLD FORMED FRAMING

ENLARGED - CURTAIN WALL W - CURTAIN 03 ENLARGED 03WALL SCALE: 3" = 1'-0"

05 40 00 COLD FORMED FRAMING 11 5/8"

BITUTHENE MEMBRANE

07 27 26 FLUID-APPLIED MEMBRANE 07 00 AIR92BARRIER

07 21 00LEVEL 02 2" RIGID INSULATION, 25 PSI COMPRESSIVE STRENGTH MIN.

1 ALIGN 1/2"21 07 62 00 CL OF REVEAL WITH CL OF 2" RIGID INSULATION, 25 PSI MEMBRANE CLAD SHEET ADJACENT CURTAINWALL MULLION GAP COMPRESSIVE STRENGTH MIN. METAL FLASHING 06 16 00 LEVEL 02 T.O. ROOF 5/8" EXTERIOR SHEATHING BOARD SEE ROOF PLAN FOR SLOPE

DRAIN BOARD

SCALE: 3" = 1'-0"

3041 W Ave K

06 16 00 Lancaster, CABOARD 93536 5/8" EXTERIOR SHEATHING

07 54 23 07 54 23 ROOFING MEMBRANE ROOFING MEMBRANE T.O. DECK T.O. DECK FLOOR DEFLECTION JOINT, ALIGN CL FLOOR DEFLECTION JOINT, ALIGN CL 54 23 07 54 23 WITH CLIP ON EA SIDE OF 07 VERTICLIP VERTICLIP OF REVEAL OF REVEALWITH CLIP ON EA SIDE OF STRIP WELDED STRIP JAMB FORTRANSITION HEADERS. SEE 7/ S0.402 WELDED JAMB FORTRANSITION HEADERS. SEE 7/ S0.402

8" TYP. SPACING

FLS __________

A B

STRUCTURAL STEEL BEAM & BENT PLATE, SEE 3/S5.102

DRAIN BOARD

4" CURB

NORTH ELEVAT ON 05.1512.200 | October 18, 2017 | PAGE 30

1 1/2"

DRAIN BOARD

WALL SECTIONS & ELEVATIONS

EXTERIOR DETAILS

3" = 1'-0"

STRUCTURAL STEEL BEAM & BENT PLATE, SEE 3/S5.102

07 42 13 WEATHERING STEEL (MT-05) 07 48 00 3/4" HORIZ GIRT 24" O.C. PAINTED FLAT BLACK 07 48 00 3/4" VERT GIRT 16" O.C. PAINTED FLAT BLACK

07 92 00 PERIMETER FIRESTOP SYSTEM PER HI/PHV 120-09

SEE 3/S5.101

08 41 13 08 GA 44 13 18 BRAKE ALUM ANGLE; PAINTED ALUMFORMED BACK PAN CURTAIN ASSEM FINISH TOWALL MATCH CW-02 (CW-02) 12 24 13 LEVEL 01 ROLLER WINDOW SHADES 07 92 00 (WT-01) LEVEL 02 SEALANT AND BACKER 08 44 13 ROD CURTAIN 07 26 16 WALL ASSEM BUTT JOINT TERMGLAZED BAR AND FASTENER

07 62 00 07 62 00 07 92 00 07 92 00 09 29 00MTL PAN FLASHING, END DAM09 29 00MTL PAN FLASHING, END DAM SS SHT SS SHT PERIMETER FIRESTOP SYSTEM PERIMETER FIREST GYP BD 5/8" BD 5/8" AT BOTH JAMBS TO BE FULLY WELDEDGYP AT JAMBS PERBOTH HI/BP 150-01 TO BE FULLY WELDED

STUDENT SERVICES (SSV) DSA# 03-119031 Project Number

05 40 00 COLD FORMED FRAMING

DECK ALIGNT.O. CL OF JOINT WITH CL OF ADJACENT VERTICLIP WITH CLIP ON EA SIDE OF CURTAINWALL MULLION JAMB FOR HEADERS. SEE 7/ S0.402

07 21 00LEVEL 02 2" RIGID INSULATION, 25 PSI COMPRESSIVE STRENGTH MIN.

07 54 23 WELDED TRANSITION STRIP T.O. DECK 07 62 00 WITH CLIP ON EA SIDE OF VERTICLIP MEMBRANE CLAD SHEET JAMB FOR HEADERS. SEE 7/ S0.402 METAL FLASHING 07 21 00 2" RIGID INSULATION, T.O. ROOF 25 PSI COMPRESSIVE STRENGTH MIN. 3041 W Ave K

2" RIGID INSULATION, 25 PSI T.O. ROOF COMPRESSIVE STRENGTH MIN.

26 2" 3/4" 3/4" 1/8" 07 27 26 3/4" 3/4" PER 1/8" STRUCT 07 275/8" 5/8"-APPLIED 4" VARIES FLUID -APPLIED PER STRUCT 5/8" FLUID ________ ________ ________ ________ 08 08 MEMBRANE AIR BARRIER MEMBRANE AIR BARRIER A5.002 SIM A5.002 SIM

SCALE: 3" = 1'-0"

Project Name

IDENTIFICATION STAMP

Description

TYP. 08 80 00 EXTERIOR GLAZING

- CURTAIN WALL- CURTAIN ENLARGED - CURTAIN WALL ENLARGED 03 ENLARGED03 03WALL

AC ________

CONTINUOUS BAKING STRIP, 20GA, BEHIND VERTICAL REVEAL TYPICAL, PAINTED MATTE BLACK

CONC CURB BELOW, SEE A5.000 FOR ALIGNMENT

IDENTIFICATION STAMP

Seal / Signature

07 48 00 3/4" HORIZ GIRT 24" O.C. PAINTED FLAT BLACK

TYP. PER MFR 08 802001/2" EXTERIOR GLAZING

DECK ALIGNT.O. CL OF JOINT WITH CL OF ADJACENT 1 1/2" VERTICLIP WITH CLIP ON EA SIDE OF CURTAINWALL MULLION GAPSEE 7/ S0.402 JAMB FOR HEADERS.

5/8" EXTERIOR SHEATHING BOARD

11 5/8"

VARIES

FLOOR JOINT, ALIGN CL 07 48 00DEFLECTION STRUCTURAL STEEL BEAM & BENT PLATE, OF 3/4" VERTICAL SEEREVEAL 3/S5.101 GIRT 16" O.C., PANITED FLAT BLACK DOUBLE-V CONTROL JOINT

LEVEL 02

3041 W Ave K Lancaster, CA 93536

07 27 26 FLUID -APPLIED 07 54 23 MEMBRANE AIR BARRIER ROOFING MEMBRANE

07 48 00 07 48 00 07 48 00 3/4"42HORIZONTAL RAIL (KNIGHT WALL CI) 3/4"42HORIZONTAL RAIL (KNIGHT WALL CI) 07 13 07 42HORIZONTAL 13 07 13 3/4" RAIL (KNIGHT WALL CI) 24" O.C., FLAT BLACKSTEEL 1/8" 24" O.C., PANITED FLAT BLACK South Figueroa Street Tel 213.327.3600 500 South Figueroa Street(11GA) Tel 213.327.3600 1/8" MIN. PANITED (11GA) WEATHERING 1/8" WEATHERING MIN. 500 (11GA) WEATHERING STEEL 24" MIN. O.C., PANITED FLAT BLACKSTEEL Los Angeles, California 90071 Fax Los 213.327.3601 Angeles, California 90071 Fax 213.327.3601 PRE-WEATHERED FINISH PRE-WEATHERED FINISH PRE-WEATHERED FINISH UnitedHOLES States FOR STAINLESS United States PRE-DRILLED HOLES FOR STAINLESS PRE-DRILLED HOLES FOR STAINLESS PRE-DRILLED 07 48 00 07 48 00 STEEL SCREWS STEEL SCREWS STEEL SCREWS 07 48 00 3/4" VERTICAL GIRT (KNIGHT WALL CI) 3/4" VERTICAL GIRT (KNIGHT WALL CI) (MT-05) (MT-05) (MT-05) 3/4" VERTICAL GIRT (KNIGHT WALL CI) 16" O.C., PANITED FLAT BLACK 16" O.C., PANITED FLAT BLACK 16" O.C., PANITED FLAT BLACK

18 GA BRAKE FORMED CLOSURE PLATE, FINISH TO MATCH CW-02

SCALE: 3" = 1'-0"

DIVISION OF THE STATE ARCHITECT APPL # 03-119031

PAINTED FLAT BLACK

03 30 00 CONC SLAB-ON-GRADE; SEE STRUCTURAL

TYP. PER MFR 08 80 00 EXTERIOR GLAZING

- _______ CURTAIN ENLARGED WALL - CURTAIN SSS DATE _________ ENLARGED - CURTAIN WALL 03 ENLARGED 03 03WALL

OVERFLOW ________ ________ 05 A5.002 SPOUT WHERE OCCURS IN ELEV. SEE PLUMB FOR DSA Identification Stamp 07 48 00 OVERFLOW DRAIN 3/4" VERT GIRT 16" O.C.

07 42 13 WEATHERING STEEL (MT-05) 07 48 00 3/4" HORIZ GIRT 24" O.C. PAINTED FLAT BLACK

08 80 00 ________ ________ 16 EXTERIOR GLAZING A5.701

METAL LATH 07 27 5/8" 26 4" 09 24 00 FLUID -APPLIED BUILDING PAPER MEMBRANE AIR BARRIER

7/8"

07 42 13 Tel 213.327.3600 500 South Figueroa Street Tel 213.327.3600 1/8" MIN. (11GA) WEATHERING STEEL Fax Los 213.327.3601 Angeles, California 90071 Fax 213.327.3601 United States PRE-WEATHERED FINISH PRE-DRILLED HOLES FOR STAINLESS STEEL SCREWS (MT-05)

4' - 0" MODULE

05 40 00 COLD FORMED FRAMING 08 80 00 EXTERIOR GLAZING ________ ________ 16 A5.701

07 48 00 09 00 3/4"24HORIZONTAL RAIL (KNIGHT WALL CI) EXTERIOR 24" O.C. CEMENT PLASTER (DP-01) 05 40 00 STRUCTURAL BEAM & BENT COLD FORMEDSTEEL FRAMING PLATE, 09 24 00SEE 3/S5.101

07 54 23 WELDED TRANSITION T.O. DECK STRIP

07 92 00 PERIMETER FIRESTOP SYSTEM PER 07 48HI/PHV 00 120-09

VARIES

2 1/8" WDW

FILE # 19-C11

AC ________

05 40 00 COLD FORMED FRAMING 08 80 00 EXTERIOR GLAZING ________ ________ 16 A5.701

PERIMETER FIRESTOP SYSTEM PER HI/PHV 120-09

07 54 23 WELDED TRANSITION T.O. DECK STRIP

2"4" CURB

1/8"

4' - 0" MODULE

07 21 00 RIGID INSULATION

DIVISION OF THE STATE ARCHITECT AAPPL # 03-119031

09 29 00 WHERE INSULATION IS GYP BDRIGID 5/8" STEEL STRUCTURAL BEAM & BENT EXPOSED TO VIEW, LAMINATE PLATE, SEE 3/S5.102 LAYER OF 1/2" GYP. BD. TO RIGID INSULATION, PAINT TO MATCH ADJACENT WALL FINISH

08 08 08 41 44 13 13 08 41 44 13 13 18 GA BRAKE ALUM ANGLE; 18 GA BRAKE ALUM ANGLE; PAINTED PAINTED ALUM BACK PAN ALUM BACK PAN CURTAIN WALLFORMED ASSEM CURTAIN WALLFORMED ASSEM FINISH TO MATCH CW-02 FINISH TO MATCH CW-02 (CW-02) (CW-02) 12 24 13 LEVEL 01 12 24 13 LEVEL 01 ROLLER WINDOW ROLLER WINDOW 07 92 00 (WT-01) 07 92 00 SHADES SHADES (WT-01) SEALANTLEVEL AND BACKER SEALANTLEVEL AND BACKER 02 02 ROD ROD 08 44 13 08 44 13 07 26 16 WALL ASSEM 07 26 16 WALL ASSEM CURTAIN CURTAIN TERMGLAZED BAR ANDJOINT FASTENER TERMGLAZED BAR ANDJOINT FASTENER BUTT BUTT

06 16 00 07 92EXTERIOR 00 5/8" SHEATHING BOARD

07 27 26 FLUID -APPLIED 07 54 23 MEMBRANE AIR BARRIER ROOFING MEMBRANE

06 16 00 5/8" EXTERIOR SHEATHING BOARD

3041 W Ave K T.O. ROOF Lancaster, CA 93536

STRUCTURAL STEEL BEAM & L-ANGLE,STRUCTURAL STEEL BEAM & L-ANGLE, SEE 1/S5.102 SEE 1/S5.102

BUILDING PAPER 5/8" 4" VARIES 5/8" PER STRUCT 4" 5/8" VARIES 2" 7/8" 07 48 00 3/4" VERTICAL GIRT 16" O.C., PANITED FLAT BLACK FLOOR DEFLECTION JOINT, ALIGN CL 07 54 OF23REVEAL ROOFING MEMBRANE T.O. DECK DOUBLE-V CONTROL JOINT 07 54 23 VERTICLIP WITH CLIP ON EA SIDE OF WELDED TRANSITION STRIP JAMB HEADERS. SEE 7/ S0.402 ALIGNFOR CL OF JOINT WITH 1 1/2" 07 62 CL00 OF00ADJACENT 07 21 GAP MEMBRANE CLAD SHEET CURTAINWALL MULLION 2" RIGID INSULATION, 25 PSI METAL FLASHING COMPRESSIVE STRENGTH MIN. LEVEL 02 T.O. ROOF 07 27 26 SLOPE FOR SEE ROOF PLAN FOR SLOPE PLAN SEE ROOF FLUID-APPLIED MEMBRANE AIR BARRIER

STRUCTURAL STEEL BEAM & BENT PLATE, STEEL BEAM & BENT PLATE, FLOOR DEFLECTION JOINT, ALIGN CL STRUCTURAL FLOOR JOINT, ALIGN CL 07 48 00DEFLECTION SEE 3/S5.101 SEEREVEAL 3/S5.101 OF REVEAL OF 3/4" VERTICAL GIRT 16" O.C., PANITED FLAT BLACK DOUBLE-V CONTROL JOINT DOUBLE-V CONTROL JOINT

ALIGN CL OF JOINT WITH 1 1/2"CL OF ADJACENT GAP CURTAINWALL MULLION

GAP

SHADES (WT-01) VERTICLIP WITH CLIP ON EA SIDE OF JAMB FOR HEADERS. 08 44 13 SEE 7/ S0.402 CURTAIN 07 92 00 WALL ASSEM BUTT GLAZED JOINTSYSTEM PERIMETER FIRESTOP STRUCTURAL STEEL BEAM & PER HI/BP 150-01 BENT PLATE, SEE 3/S5.102

STRUCTURAL STEEL BEAM & BENT EXPOSED TO VIEW, LAMINATE PLATE, SEE 3/S5.102 LAYER OF 1/2" GYP. BD. TO RIGID INSULATION, PAINT TO MATCH ADJACENT WALL FINISH

2" 5/8" 1 1/2" 5/8" 7/8" PER STRUCT

1 1/2"

STRUCTURAL STEEL BEAM & BENT PLATE, SEE 3/S5.102

5/8"

07 62 00 MEMBRANE CLAD SHEET METAL FLASHING

T.O. ROOF

07 27 26 FLUID -APPLIED 07 54 23 MEMBRANE AIR BARRIER ROOFING MEMBRANE

3/8"

J-MOLD, TYP

2 1/2"

RIGID INSULATION TYP. 08 80 00 18 GA BRAKE FORMED ALUM ANGLE; T.O.GLAZING DECK EXTERIOR FINISH TO MATCH CW-02 FOR PARAPET FRAMING SEE 9/S6.102 08 41 13 PAINTED ALUM BACK PAN 05 40 00 FRAMING CLIP; SEE 02 12 24 13 LEVEL STRUCTURAL ROLLER WINDOW

PER STRUCT

06 92 160000 07 5/8" EXTERIOR SHEATHING PERIMETER FIRESTOP SYSTEMBOARD PER HI/PHV 120-09

07 54 23 WELDED TRANSITION STRIP

3041 W Ave K Lancaster, CA 93536

2" RIGID INSULATION, 25 PSI T.O. ROOF COMPRESSIVE STRENGTH MIN. SLOPE PLAN FOR

3/4" HORIZONTAL RAIL (KNIGHT WALL CI) 09 00 24"24O.C. METAL LATH STRUCTURAL STEEL BEAM & BENT PLATE, 09 24 00 SEE 3/S5.101

07 48 00 07 48 00 09 00 3/4" HORIZONTAL RAIL (KNIGHT WALL CI) 3/4"24HORIZONTAL RAIL (KNIGHT WALL CI) EXTERIOR CEMENT PLASTER 24"40 O.C. 24"40 O.C. 05 00 05 00 (DP-01) COLD FORMED FRAMING COLD FORMED FRAMING STRUCTURAL STEEL BEAM & BENT STRUCTURAL STEEL BEAM & BENT PLATE, SEE 3/S5.101 PLATE, 09 24 00SEE 3/S5.101 METAL LATH 07 27 26 07 27 26 5/8" FLUID PER STRUCT 5/8" 2" 1 1/2" 5/8" 5/8" -APPLIED 2" 1 1/2" 5/8" 7/8" FLUID -APPLIED 09 24 00 MEMBRANE AIR BARRIER MEMBRANE AIR BARRIER BUILDING PAPER

8" TYP. SPACING

2 1/8" 2 1/8"

1/2" 2"

07 27 26 FLUID -APPLIED MEMBRANE AIR BARRIER

EXTERIOR PLAN DETAIL

SCALE: 3" = 1'-0"

07 21 00 RIGID INSULATION

18 GA BRAKE FORMED CLOSURE PLATE, FINISH TO MATCH CW-02 07 92 00 SEALANT AND BACKER ROD

3/8"

01 EQ FACE OF SLABA5.001 EDGE 06 16 00 SHEATHING

A C

PER MFR

5/8"

050550400000 STEEL PLATE, SEE COLD BENT FORMED FRAMING STRUCT SLOPE 2% ________ ________ 16 07A5.701 21 00

06 16 00 5/8" EXTERIOR SHEATHING BOARD 09 24 00 EXTERIOR CEMENT PLASTER (DP-01) 07 48 00

SEE ROOF

4" CURB

3/8" 1/8"

BUILDING ELEVATIONS

GLAZING (EAST, WEST SIMILAR)

PNL CUSTODIAL WET

COUNSELOR-PT CLERICAL III

1/8" 2 1/8"

4' - 0" MODULE

COUNSELOR-PT

CONTINUOUS BAKING STRIP, 20GA, BEHIND VERTICAL REVEAL TYPICAL, PAINTED MATTE BLACK

2 1/2"

05 40 00 05 50 00 COLD FORMED FRAMING STEEL BENT PLATE, SEE STRUCT ________ ________ 16 2% SLOPE 2 1/2" PER MFR A5.701 07 21 00 TYP. TYP. RIGID INSULATION 08 80 00 08 80 00 EXTERIOR GLAZING GLAZING 18 GA BRAKE FORMED ALUM ANGLE; EXTERIOR 18 GA BRAKE FORMED ALUM ANGLE; T.O. DECK FINISH TO MATCH CW-02 FINISH TO MATCH CW-02 08 41 13 08 41 13 FOR PARAPET FRAMING SEE 9/S6.102 PAINTED ALUM BACK PAN PAINTED ALUM BACK PAN 05 40 00 12 24 13 LEVEL 02 12 24 13 LEVEL FRAMING CLIP; SEE 02 ROLLER WINDOW ROLLER WINDOW STRUCTURAL SHADES (WT-01) SHADES (WT-01) VERTICLIP WITH CLIP ON EA 08 44 13 08 44 OF 13 JAMB FOR HEADERS. SIDE CURTAIN WALL ASSEM CURTAIN WALL ASSEM SEE 7/ S0.402 07 92 00 07 92 00 BUTT GLAZED JOINT BUTT GLAZED JOINT PERIMETER FIRESTOP SYSTEM PERIMETER FIRESTOP STRUCTURAL STEELSYSTEM BEAM & PER HI/BP 150-01 PER HI/BP 150-01 BENT PLATE, SEE 3/S5.102 09 29 00 09 29 00 GYP BD 5/8" GYP BD RIGID 5/8" INSULATION IS WHERE

________ ________ 16 PER MFR A5.701

DSA Identification Stamp

DSA Submission DSA BACK CHECK DSA BACK CHECK #4 DSA BACK CHECK #6 DSA BACK CHECK #7 DSA BACK CHECK #8

2 1/2"

08 44 13 ALUM CURTAIN WALL (CW-02)

J-MOLD, TYP.

09 24 00 EXTERIOR CEMENT PLASTER (DP-01)

TECH I

5/8" 1 1/2"

1 7/8"

2" STAR CLERICAL III

- 0" MODULE PROG. 4' COORD WDW

3/8"

EOPS CLERICAL III

TECH I

1/8"

SHARED-COMPUTER STATIONS

RESTROOMS MALE

3 7/8"

COUNSELOR

EOPS TECH II

EOPS SPECIALIST

ALL GENDER RESTROOM

COUNSELOR

EOPS TECH II

3/4" 3/4" 1/8"

COUNSELOR

ED ADVISOR

08 44 13 ALUM CURTAIN WALL (CW-02)

A C

Description

07/13/2018 02/19/2019 04/05/2019 04/12/2019 05/24/2019 06/15/2019

02 PLAN DETAIL - TYPICAL EAST/SOUTH/WEST - LEVEL 02

07 26 16 UNDER-SLAB VAPOR BARRIER STAIRS

ELEVATOR

COUNSELOR

CALWORKS

5/8"

COUNSELOR

RESTROOMS FEMALE

COUNTY AGENT

07 26 16 UNDER-SLAB VAPOR BARRIER

SCALE: 3" = 1'-0"

5/8"

PRIDE

PLAN DETAIL - TYPICAL NORTH - LEVEL 02

CONTINUOUS 'L' BAKING STRIP, 20GA, AT OUTSIDE/INSIDE CORNER REVEAL TYPICAL, PAINTED MATTE BLACK

LEVEL 01 0' - 0"

03 30 00 CONCRETE FOOTING AND SLAB; SSD

STAR

EOPS

CONTINUOUS BAKING STRIP, 20GA, BEHIND VERTICAL REVEAL TYPICAL, PAINTED MATTE BLACK

07 62 00 SS SHEET MTL FLASHING

CALWORKS WAITING AREA

07 27 26 FLUID -APPLIED MEMBRANE AIR BARRIER 07 48 00 3/4" VERT GIRT 16" O.C. PAINTED FLAT BLACK

OPEN TO BELOW

Date

CLERICAL III COUNSELOR

\\gensler.ad\Projects\RevitUserModels\23858\05.1512.100_AVC_Student Services_ARCH_v17_Patrick_Ifurung@gensler.com.rvt

03 30 00 CONCRETE FOOTING AND SLAB; SSD

06 16 00 SHEATHING

2 1/2"

EXPOSED TO VIEW, LAMINATE 7 1/2" EAST & WEST FACADE LAYER OF 1/2" GYP. BD. TO RIGID INSULATION, PAINT TO 1' - 3 1/2" SOUTH FACADE STRUCTURAL STEEL BEAM & BENT MATCH SEE ADJACENT 3/S5.102 WALL FINISH 08PLATE, 44 13 CURTAIN WALL ASSEMBLY (CW-02)

05 40 00 COLD FORMED FRAMING

PER MFR

06 92 160000 07 5/8" EXTERIOR SHEATHING PERIMETER FIRESTOP SYSTEMBOARD PER HI/PHV 120-09

4" CURB

5/8" 1 1/2" 6"

07 92 00 SEALANT AND BACKER ROD

LEVEL 01 0' - 0"

07 48 00 3/4" HORIZ GIRT 24" O.C. PAINTED FLAT BLACK 07 21 00 RIGID INSULATION

________ ________ 01 A5.000

CLOSURE PLATE, FINISH TO MATCH CW-02

________ ________ 03 A5.000

07 42 13 WEATHERING STEEL (MT-05)

05.1512.200 | October 18, 2017 | PAGE 29

OPEN TO BELOW18 GA BRAKE FORMED

5/8"

OPEN TO BELOW

SCALE: 3" = 1'-0"

2 1/8"

01 1/8" 1/8" A5.001

9' - 7 7/8"5/8"

PNL 3/8" 1/8"

3/4" 3/4" 1/8"

COUNSELOR WDW

08 44 13 ALUM CURTAIN WALL (CW-02)

3/4" 3/4" 2"

COUNSELOR

3/8"

PLAN DETAIL - WEATHERING STEEL CORNER

18 GA BRAKE FORMED CLOSURE PLATE, FINISH TO MATCH CW-02

4' - 0" MODULE

TECH ANALYST

2 1/8"

CLERICAL III

4' - 0" MODULE

1/8"

SCALE: 3" = 1'-0"

UNIVERSITY REP CLERICAL III

CLERICAL II

1/8"

2 1/8"

CLERICAL II

1/8"

4' - 0" PANEL MODULE

CURTAINWALL - MAIN ENTRY - INSIDE CORNER

COUNSELOR

1/8" 2 1/8"

1' - 3 1/2" SOUTH FACADE

SCALE: 3" = 1'-0"

UNIVERSITY REP

COUNSELOR

7 1/2" EAST & WEST FACADE

COUNSELOR

0' - 10"

COUNSELOR

IDF

01 A5.001

0' - 3"

ENLARGED - HEAD OF CURTAIN WALL - NORTH

ED ADVISOR

COUNSELOR COUNTER

COUNSELOR

1/8"

CAREER CENTER COORD

COUNSELOR COUNSELOR

5/8"

LOCKERS

COUNSELOR

09 54 26 WOOD VENEER SLATS (WD-02)

1' - 0 1/8"

SHARED MEETING ROOM (16)

STUDENT WORKER CLERICAL II

COUNSELOR

5/8"

TRANSFER CENTER COORD

DEAN ADMIN ASST

3/4" 3/4" 2"

ED ADVISOR

08 44 13 CURTAIN WALL ASSEM (CW-01)

1/8"

ED ADVISOR

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIER

8" TYP. SPACING

COUNSELOR CAREER TRANSFER CENTER

1/8"

REVEAL

COUNSELOR

CONTINUOUS 'L' BAKING STRIP, 20GA, AT OUTSIDE/INSIDE CORNER REVEAL TYPICAL, PAINTED MATTE BLACK

1' - 3 1/2" SOUTH FACADE

COUNSELOR

2 1/2"

FRAMING PER 2/S0.401

08 44 13 ALUMINUM CLOSURE PLATE FINISH TO MATCH (CW-01)

COUNSELOR

08 80 00 EXTERIOR GLAZING

09 29 00 GYP BD

COUNSELOR

7 1/2" EAST & WEST FACADE

COUNSELOR

2 1/8"

COPY/ STORAGE

2 1/8" EQ

________ ________ 08 A5.002

DEAN

COUNSELOR

T.O. DECK

________ ________ 03B A5.000 09 24 00 PLASTER CONTROL JOINT 12 24 13 ROLLER WINDOW SHADES (WT-01)

METAL STUD

05 40 00 FRAMING CLIP; SEE STRUCTURAL

07 54 23 ROOFING MEMBRANE

VERTICLIP VERTICLIP 07 62 00 WITH CLIP ON EA SIDE OF 07 62 00 WITH CLIP ON EA SIDE OF JAMB FOR HEADERS. SEE 7/ S0.402 MEMBRANE JAMB FOR HEADERS. SEE 7/ S0.402 MEMBRANE CLAD SHEET CLAD SHEET METAL METAL 07 21 00FLASHING 07 21 00FLASHING

07 21 00 T.O. ROOF SEE ROOF PLAN 2" FOR RIGIDSLOPE INSULATION, 25SEE PSIROOF PLAN FOR SLOPE COMPRESSIVE STRENGTH MIN.

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIER

FLOOR PLAN LEVEL 02

2' - 0"

05 12 00 STRUCTUAL STEEL W/ 07 81 00 APPLIED FIREPROOFING

Preliminary Plans 50% CD DSA Submission DSA BACK CHECK DSA BACK CHECK #4 DSA BACK CHECK #6 DSA BACK CHECK #7 DSA BACK CHECK #8

CONTINUOUS BAKING STRIP, 20GA, BEHIND VERTICAL REVEAL TYPICAL, PAINTED MATTE BLACK

05 31 00 CONCRETE FILLED METAL DECK: SSD

2 1/8" EQ

DLEVEL 02 15' - 0"

07 27 26 FLUID -APPLIED

1/8"

T.O. ROOF

08 44 13 CURTAIN WALL ASSEM (CW-02) 07 21 00 RIGID INSULATION

07 21 00 RIGID INSULATION

MEMBRANE AIR BARRIER 08 88 000 500 South Figueroa Street 06 16 00 Los Angeles, California 90071 SHEATHING TEMPERED GLASS,United States TYP.

T 1/8"

MEDICAL 07 62 00 SOILED RECORDS/ MEMBRANEUTILITY CLAD SHEET STOR. NURSE METAL FLASHING

3041 W Ave K Lancaster, CA 93536

01/24/2018 04/18/2018 07/13/2018 02/19/2019 04/05/2019 04/12/2019 05/24/2019 Tel 213.327.3600 Fax 06/15/2019 213.327.3601

GAP

07 92 00 PERIMETER FIRESTOP SYSTEM WHERE RIGID INSULATION IS PER HI/BP 150-01

EXPOSED TO VIEW, LAMINATE EXPOSED TO VIEW, LAMINATE 1/2" EAST & WEST FACADE LAYER OF 1/2" GYP. BD.7 TO LAYER OF 1/2" GYP. BD. TO STRUCTURAL STEEL BEAM BENT STRUCTURAL STEEL BEAM BENT RIGID INSULATION, PAINT&1' TO RIGID INSULATION, PAINT& TO - 3 1/2" SOUTH FACADE PLATE, SEE 3/S5.102 WALL FINISH PLATE, SEE 3/S5.102 WALL FINISH MATCH ADJACENT MATCH ADJACENT 08 44 13 CURTAIN WALL ASSEMBLY (CW-02)

2 1/8"

________ ________ 01B A5.000 DIRECTOR

CLERICAL

07 81 00 PERIMETER FIRE BARRIER SYSTEM 08 44 13 SHADOW BOX

ELECTRICAL

07 42 13 WEATHERING STEEL (MT-05) 07 48 00 3/4" HORIZ GIRT 24" O.C. PAINTED FLAT BLACK

4' - 0" PANEL MODULE

SMALL CONFERENCE RM VETERANS OUTDOOR SPACE

SEE ROOF PLAN FOR SLOPE

LEVEL 02 15' - 0"

09 24 00 PLASTER CONTROL JOINT

07 54 23 WELDED TRANSITION STRIP

LOBBY

DIRECTOR

ALT MEDIA SPECIALIST OFFICE

2 1/8"

SHARED WORK/COPY

WORKSHOP ROOM (40)

2 1/8" EQ

TESTING RM

________ ________ 03C A5.000

WORKSHOP STORAGE

02 A5.001

3/4" 3/4" 1/8"

07 54 23 ROOFING MEMBRANE

TESTING RM

05 12 00 STRUCTUAL STEEL W/ 07 81 00 APPLIED FIREPROOFING

1 1/2"

07 62 00 MEMBRANE CLAD SHEET METAL FLASHING

07 42 13 07 42 13 South Figueroa Street 1/8" MIN. (11GA) WEATHERING STEEL 1/8" MIN. 500 (11GA) WEATHERING STEEL Los Angeles, California 90071 PRE-WEATHERED FINISH PRE-WEATHERED FINISH UnitedHOLES States FOR STAINLESS PRE-DRILLED HOLES FOR STAINLESS PRE-DRILLED STEEL SCREWS STEEL SCREWS (MT-05) (MT-05)

0723 48 00 07 54 3/4" VERTICAL GIRT 16" O.C., ROOFING MEMBRANE PANITED FLAT BLACK 07 54 23 WELDED TRANSITION STRIP T.O. DECK 07 62 00 VERTICLIP WITH CLIP ON EA SIDE OF MEMBRANE CLAD SHEET JAMB FOR HEADERS. SEE 7/ S0.402 METAL FLASHING

3/4" VERTICAL GIRT 16" O.C., 3/4" VERTICAL GIRT 16" O.C., PANITED FLAT BLACKJOINT, ALIGN CL PANITED FLAT BLACKJOINT, ALIGN CL FLOOR DEFLECTION FLOOR DEFLECTION OF REVEAL OF23 REVEAL 07 54 ROOFING MEMBRANE T.O. DECK T.O. DECK DOUBLE-V CONTROL JOINT DOUBLE-V CONTROL JOINT 07 54 23 VERTICLIP WITH CLIP ON EA SIDE OF VERTICLIP WITH CLIP ON EA SIDE OF WELDED TRANSITION STRIP ALIGNFOR CL OF JOINT WITH ALIGNFOR CL OF JOINT WITH JAMB HEADERS. SEE 7/ S0.402 JAMB HEADERS. SEE 7/ S0.402 1 1/2"CL OF ADJACENT CL00 OF ADJACENT 1 1/2" 07 62 21 00 07 21 00 CURTAINWALL MULLION CURTAINWALL MULLION GAP 07 MEMBRANE CLAD SHEET GAP25 PSI 2" RIGID INSULATION, 25 PSI 2" RIGID INSULATION, METAL FLASHING COMPRESSIVE STRENGTH MIN. COMPRESSIVE STRENGTH MIN. LEVEL 02 LEVEL 02 T.O. ROOF 07 27 26 07 27 26 SLOPE SEE ROOF PLAN FOR FLUID-APPLIED MEMBRANE FLUID-APPLIED MEMBRANE AIR BARRIER AIR BARRIER

07 54 23 WELDED TRANSITION STRIP

07 62 00 MEMBRANE CLAD SHEET METAL FLASHING

09 24 00 EXTERIOR CEMENT PLASTER (DP-01)

06 16 00 06 16 00 5/8" EXTERIOR SHEATHING BOARD 5/8" EXTERIOR SHEATHING BOARD 09 24 00 09 24 00 EXTERIOR CEMENT PLASTER EXTERIOR CEMENT PLASTER 07 48 00 07 48 00 (DP-01) (DP-01) 3/4" HORIZONTAL RAIL (KNIGHT WALL CI) 3/4" HORIZONTAL RAIL (KNIGHT WALL CI) 24" O.C. 24" O.C. 09 24 00 09 24 00 METAL LATH STEEL BEAM & BENT METAL LATH STEEL BEAM & BENT STRUCTURAL STRUCTURAL PLATE, SEE 3/S5.101 PLATE, SEE 3/S5.101 09 24 00 09 24 00 BUILDING PAPER BUILDING PAPER 5/8" 2" 1 1/2" 5/8" 7/8" 5/8" PER STRUCT 5/8" 2" 1 1/2" 5/8" 07 48 00 07 48 00

2" 5/8" 1 1/2" 5/8" PER STRUCT 7/8"

SEE ROOF PLAN FOR SLOPE

STRUCTURAL STEEL BEAM & 4" BENT PLATE, SEE 3/S5.102

PERIMETER FIRESTOP SYSTEM PER HI/BPRIGID 150-01INSULATION IS WHERE

MENTAL HEALTH OFFICE

EXAM ROOM

5/8"

07 54 23 WELDED T.O. TRANSITION DECK STRIP

4" CURB

QUIET ROOM

COPY / STORAGE

COUNSELOR

PER STRUCT

5/8"

07 54 23 ROOFING MEMBRANE

07 54 23 WELDED TRANSITION STRIP

SEE ROOF PLAN FOR SLOPE

09 24 00 BUILDING PAPER

07 48 00 07 54 3/4"23VERTICAL GIRT 16" O.C., ROOFING MEMBRANE PANITED FLAT BLACK

8" TYP. SPACING

MENTAL HEALTH OFFICE

VERTICLIP WITH02 CLIP ON EA LEVEL T.O. ROOF SIDE OF JAMB FOR HEADERS. SEE 7/ S0.402

09 24 00 BUILDING PAPER

4" CURB

02 A5.001

EXAM ROOM

PER STRUCT

07 54 23 ROOFING MEMBRANE

T.O. ROOF

SEE ROOF PLAN FOR SLOPE

09 24 00 METAL LATH

8" TYP. SPACING

TESTING RM

VITALS

RESTROOM

Description

09 24 00 BUILDING PAPER

4" CURB

CUSTODIAL WET COUNSELOR

STRUCTURAL STEEL BEAM & 4" BENT 07 92 00PLATE, SEE 3/S5.102

07 62PARAPET 00 FOR FRAMING SEE 9/S6.102 18 GA BRAKEBRAKE FORMED ALUM ANGLE; COIL COATED METAL 05 40 00 TOTO FINISH MATCH CW-02 PREFINISH MATCH (DP-01), FRAMING CLIP; FASTEN SEE MECHANICALLY BOTH ENDS STRUCTURAL

09 24 00 METAL LATH

07 54 23 WELDED T.O. TRANSITION DECK STRIP

8" TYP. SPACING

HI-TECH LAB

RESOURCE CENTER

STRUCTURAL STEEL BEAM & BENT PLATE, SEE 3/S5.102 07 92 00

PERIMETER FIRESTOP SYSTEM WHERE PER HI/BPRIGID 150-01INSULATION IS

Date

LEVEL 02CLIP ON EA VERTICLIP T.O.WITH ROOF SIDE OF JAMB FOR HEADERS. SEE 7/ S0.402

09 24 00 EXTERIOR CEMENT PLASTER (DP-01)

09 24 00 METAL LATH

COUNSELOR (ADJ.)

COORDINATOR

D C

SEE ROOF PLAN FOR SLOPE

LEVEL VERTICLIP WITH02CLIP ON EA SIDE OF JAMB FOR HEADERS. SEE ROOF PLAN FOR SLOPE SEE 7/ S0.402

5/8"

07 21 00 RIGID INSULATION 07 54 23 MEMBRANE CLAD SHEET METAL FLASHING, T.O. DECK ADHERED TO STEEL BENT PLATE

07 21 00 RIGID INSULATION 07 54 23 07 54 23 2ROOFING 1/2" CLADMEMBRANE PER MFR FLASHING, MEMBRANE SHEET METAL T.O. DECK ADHERED TO STEEL BENT PLATE 07 54 23 54 23 071862GA 0007 FOR PARAPET SEE 9/S6.102 PARAPET SEE 9/S6.102 18 GA BRAKE FRAMING FORMED ALUM ANGLE;FOR BRAKE FRAMING FORMED ALUM ANGLE; WELDED TRANSITION STRIP WELDED TRANSITION COIL COATED BRAKE METAL STRIP FINISH FINISH MATCH CW-02 05 40 00TO MATCH CW-02 05 40 00TO TO PREFINISH MATCH (DP-01), YELLOW SAFETYFRAMING STRIP CLIP; SEE YELLOW SAFETY STRIP FRAMING CLIP; SEE MECHANICALLY FASTEN BOTH ENDS COMPATIBLE WITH TPO COMPATIBLE WITH TPO STRUCTURAL STRUCTURAL

09 24 00 EXTERIOR CEMENT PLASTER (DP-01)

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIER

8" TYP. SPACING

SSSP COUNSELOR

STAIRS

C D

SEE ROOF PLAN FOR SLOPE

05 50 00 STEEL BENT PLATE, SEE STRUCT SLOPE 2%

07 62 00 MEMBRANE CLAD SHEET METAL FLASHING SLOPE SEE ROOF PLAN FORT.O. ROOF

07 48 00 07 54 3/4"23VERTICAL GIRT 16" O.C., ROOFING MEMBRANE PANITED FLAT BLACK

STRUCTURAL STEEL BEAM & BENT PLATE, SEE 3/S5.102 7 1/2" EAST & WEST FACADE WHERE RIGID INSULATION IS 1' - 3 1/2" SOUTH FACADE EXPOSED TO VIEW, LAMINATE 08LAYER 44 13 OF 1/2" GYP. BD. TO CURTAIN WALL RIGID INSULATION, PAINT TO ASSEMBLY MATCH ADJACENT WALL FINISH (CW-02)

COUNSELOR

C D

VERTICLIP WITH CLIP ON EA 4" JAMB FOR HEADERS. SIDE OF SEE 7/ S0.402

07 21 00 RIGID INSULATION 2 07 1/2"54 23 PER MFR ROOFING MEMBRANE T.O. DECK

PER MFR

T.O. ROOF

COORDINATOR

IDF

TESTING ROOM OSD ASSESS.(24)

05 31 00 CONCRETE TESTING RM FILLED METAL DECK; SSD TESTING RM

RESTROOMS MALE

ALL GENDER RESTROOM

2 1/2"

T.O. ROOF

07 54 23 WELDED TRANSITION STRIP

07 62 00 07 62 00 VERTICLIP WITH CLIP ON EA SIDE OF VERTICLIP WITH CLIP ON EA SIDE OF MEMBRANE SHEETSEE 7/ S0.402MEMBRANE SHEETSEE 7/ S0.402 JAMB FORCLAD HEADERS. JAMB FORCLAD HEADERS. METAL FLASHING METAL FLASHING 07 21 00 07 21 00 T.O.INSULATION, ROOF 2" RIGID 25 PSI 2" RIGID 25 PSI T.O.INSULATION, ROOF SLOPE SEE ROOF PLAN FOR COMPRESSIVE STRENGTH MIN. COMPRESSIVE STRENGTH MIN.

ELEVATOR

05 50 00 STEEL BENT PLATE, SEE STRUCT SLOPE 2%

05 40 00 FRAMING SEE T.O.CLIP; ROOF STRUCTURAL PLAN FOR SLOPE SEE ROOF

4" CURB

EQ EQ FLEX OFFICE

STRUCTURAL STEEL BEAM & BENT PLATE, SEE 3/S5.102

7 1/2" EAST & WEST FACADE 7 1/2" EAST & WEST FACADE WHERE RIGID INSULATION IS WHERE RIGID INSULATION IS 1' - 3 1/2" SOUTH FACADETO VIEW, LAMINATE 1' - 3 1/2" SOUTH FACADETO VIEW, LAMINATE EXPOSED EXPOSED LAYER LAYER 08 44 13 OF 1/2" GYP. BD. TO 08 44 13 OF 1/2" GYP. BD. TO RIGID INSULATION, PAINT TO RIGID INSULATION, PAINT TO CURTAIN WALL CURTAIN WALL MATCH ADJACENT WALL FINISH MATCH ADJACENT WALL FINISH ASSEMBLY ASSEMBLY (CW-02) (CW-02)

08 44 13 GLAZED ALUM CURTAIN WALL (CW-01)

CLERICAL III

LD SPECIALIST

TESTING ROOM GENERAL-ASSESS.(35)

02 A5.001

RESTROOMS FEMALE

COUNTER

CLERICAL III

SEE ROOF PLAN FOR SLOPE

07 42 13 WEATHERING STEEL METAL PANEL RAINSCREEN (MT-05)

ELEVATOR MACHINE ROOM

STUDENT WORKERS

LD TECH DEAF SERV. CLERICAL III COORDINATOR COUNTER

9' - 7 7/8"

COUNTER

SEE ROOF PLAN FOR SLOPE

STRUCTURAL STEEL BEAM & BENT PLATE, SEE 3/S5.102

LOBBY

LOCKERS

STAIRS

PREFINISH TO MATCH (DP-01), PREFINISH TO MATCH (DP-01), FOR PARAPET FRAMING FOR PARAPET 9/S6.102 YELLOWFRAMING SAFETY SEE STRIP YELLOW SAFETY STRIP MECHANICALLY FASTEN SEE BOTH9/S6.102 ENDS MECHANICALLY FASTEN BOTH ENDS COMPATIBLE WITH TPO COMPATIBLE WITH TPO 05 40 00 05 40 00 FRAMING CLIP; SEE FRAMING CLIP; SEE T.O. ROOF T.O. ROOF STRUCTURAL STRUCTURAL SEE ROOF PLAN FOR SLOPE VERTICLIP WITH CLIP ON EA VERTICLIP WITH CLIP ON EA SIDE OF4"JAMB FOR HEADERS. SIDE OF JAMB FOR HEADERS. 4" SEE 7/ S0.402 SEE 7/ S0.402

05 50 00 STEEL BENT PLATE, SEE STRUCT SLOPE 07 54 23 2% MEMBRANE CLAD SHEET METAL FLASHING, 07 21 00 TO STEEL BENT PLATE ADHERED RIGID INSULATION 07 62 00 COIL COATED BRAKE METAL T.O. DECK PREFINISH TO MATCH (DP-01), MECHANICALLY FASTEN BOTH ENDS FOR PARAPET FRAMING SEE 9/S6.102

WELCOME DESK

09 24 00 EXTERIOR CEMENT PLASTER (DP-01)

YELLOW SAFETY STRIP COMPATIBLE WITH TPO

2 1/8"

05 40 00 COLD FORMED METAL FRAMING

09 24 00 PLASTER CONTROL JOINT

________ ________ 08 A5.002

07 62 00 MEMBRANE CLAD SHEET METAL FLASHING

08 44 13 CURTAIN WALL ASSEMBLY (CW-02)

4" CURB

CLERICAL III

07 62 00 MEMBRANE CLAD SHEET METAL FLASHING

WEATHERING STEEL 07 54 23 ROOFING MEMBRANE

SEE ROOF PLAN FOR SLOPE

4" CURB

TECH I

07 54 23 WELDED TRANSITION STRIP

1' - 3 1/2" SOUTH FACADE

05 50 00 05 50 00 STEEL BENT PLATE, SEE STEEL BENT PLATE, SEE STRUCT STRUCT SLOPE 2% SLOPE 2% 07 54 23 07 54 23 07 54 2307 54 23 MEMBRANE CLAD SHEET METAL FLASHING, MEMBRANE CLADMEMBRANE SHEET METAL FLASHING, ROOFING MEMBRANE 07 21 00 07 21 00ROOFING ADHERED TO STEEL BENT PLATE RIGID INSULATION RIGID INSULATION ADHERED TO STEEL BENT PLATE 54 23 07 54 23 07 62 00 07 62 0007T.O. T.O. DECK DECK WELDED TRANSITION WELDED TRANSITION STRIP COIL COATED BRAKE METAL COIL COATED BRAKE METAL STRIP

07 54 23 ROOFING MEMBRANE

07 54 23 WELDED TRANSITION STRIP

7 1/2" EAST & WEST FACADE

08 44 13 CURTAIN WALL ASSEMBLY (CW-02)

1 1/2"

TECH I

07 42 13 WEATHERING STEEL METAL PANEL RAINSCREEN (MT-05)

STUDENT WORK AREA

CLERICAL III

1' - 3 1/2" SOUTH FACADE

1 1/2"

PROG SPECIALIST

7 1/2" EAST & WEST FACADE

1' - 3 1/2" SOUTH FACADE

07 54 23 ROOFING MEMBRANE

4" CURB

TECH I

STUDENT WORKER

7 1/2" EAST & WEST FACADE

SEE ROOF PLAN FOR SLOPE

4" CURB

TECH I

CLERICAL III CLERICAL III

EXPRESS COUNSEL

T.O.FOR ROOF SLOPE SEE ROOF PLAN

3/4"

TECH II

07 62 00 COIL COATED BRAKE METAL PREFINISH TO MATCH (DP-01), MECHANICALLY FASTEN BOTH ENDS

08 44 13 CURTAIN WALL ASSEMBLY (CW-02)

08 44 13 GLAZED ALUM CURTAIN WALL W/ SHADOWBOX (CW-01)

07 54 23 MEMBRANE CLAD SHEET METAL FLASHING, ADHERED TO STEEL BENT PLATE

3/4"

TECH II

PROG SPECIALIST

T.O. ROOF

1 1/2"

TECH III

DIRECTOR

T.O. ROOF

SEE ROOF PLAN FOR SLOPE

07 62 00 COIL COATED BREAK METAL EYEBROW, FINISH TO MATCH DP-01

05 31 00 CONCRETE FILLED METAL DECK: SSD

STORAGE

SEE ROOF PLAN FOR SLOPE

1 1/2"

SHARED SUPERVISED (4 COMP)

TECH III

SECURED STORAGE

SEE ROOF PLAN FOR SLOPE

3/4"

STUDENT WORKER

FLEX ATTEND+ ACCTG TECH ATTEND+ ACCTG TECH ATTEND+ ACCTG TECH

1 1/2"

SPECIALIST

TECH III

2 1/8"

3/4"

SHARED-SUPERVISED (10 COMP)

COUNTING ROOM 08 44 13 GLAZED ALUM CURTAIN WALL (CW-02)

TECH III

SHARED COPY + STORAGE ROOM

\\gensler.ad\Projects\RevitUserModels\23858\05.1512.100_AVC_Student6/14/2019 \\gensler.ad\Projects\RevitUserModels\23858\05.1512.100_AVC_Student Services_ARCH_v17_Patrick_Ifurung@gensler.com.rvt Services_ARCH_v17_Patrick_Ifurung@gensler.com.rvt 12:30:34 PM \\gensler.ad\Projects\RevitUserModels\23858\05.1512.100_AVC_Student Services_ARCH_v17_Patrick_Ifurung@gensler.com.rvt 6/14/2019 12:30:34 PM

TECH III

COUNTER

SPECIALIST

DIRECTOR

CLERICAL III BDF

ACCT ASST II SUPERVISOR

CLERICAL III

6/14/2019 12:30:34 PM

SPECIALIST

T.O. DECK 28' - 8" STUDENT WORKER

ELECTRICAL

ACCT ASST

________ ________ 01C A5.000

CONFERENCE ROOM SPECIALIST

T.O. ROOF EDGE 30' - 0"

GRAD COORDINATORS

TRANSCRIPT/ RECORD TECH

2 1/8"

YELLOW SAFETY STRIP COMPATIBLE WITH TPO

\\gensler.ad\Projects\RevitUserModels\23858\05.1512.100_AVC_Student \\gensler.ad\Projects\RevitUserModels\23858\05.1512.100_AVC_Student \\gensler.ad\Projects\RevitUserModels\23858\05.1512.100_AVC_Student Services_ARCH_v17_Patrick_Ifurung@gensler.com.rvt Services_ARCH_v17_Patrick_Ifurung@gensler.com.rvt 6/14/2019 6/14/2019Services_ARCH_v17_Patrick_Ifurung@gensler.com.rvt 12:30:34 PM 12:30:34 PM

ANALYST TECH ANALYST

PNL

CEMENT PLASTER

07 54 23 07 54 23 07 54 23 07 54CLAD 23 SHEET METAL FLASHING, MEMBRANE CLAD SHEET METAL FLASHING, MEMBRANE ROOFING MEMBRANE ROOFING MEMBRANE ADHERED TO STEEL BENT PLATE ADHERED TO STEEL BENT PLATE 07 54 23 07 62 00 07 62 0007 54 23 WELDED TRANSITION STRIP BRAKE METAL COIL COATED COIL COATED BRAKE METAL STRIP WELDED TRANSITION PREFINISH TO MATCH (DP-01), PREFINISH TO MATCH (DP-01), YELLOW SAFETY STRIP MECHANICALLY FASTEN BOTH ENDS MECHANICALLY YELLOWFASTEN SAFETY BOTH STRIPENDS COMPATIBLE WITH TPO COMPATIBLE WITH TPO

07 54 23 WELDED TRANSITION STRIP

6/14/2019 12:30:34 PM

DIRECTOR

WDW

07 54 23 ROOFING MEMBRANE

\\gensler.ad\Projects\RevitUserModels\23858\05.1512.100_AVC_Student \\gensler.ad\Projects\RevitUserModels\23858\05.1512.100_AVC_Student Services_ARCH_v17_Patrick_Ifurung@gensler.com.rvt 6/14/2019Services_ARCH_v17_Patrick_Ifurung@gensler.com.rvt 12:30:34 PM

1' - 4"

05 31 00 CONCRETE FILLED METAL DECK: SSD REFER TO S0.203 STAIR SAFE /COPY 05 40 00 STORAGE AREA COLD FORMED METAL FRAMING REFER TO S0.401

TRANSCRIPT/ RECORD TECH

DEAN STUDENT WORKER

4' - 0" MODULE

6/14/2019 12:30:34 PM

T.O. ROOF EDGE 30' - 0"

BOILER

07 62 00 COIL COATED BRAKE MTL EYEBROW; MECHANICAL ROOM FINISH TO MATCH DP-01

DEAN

DEAN ADMIN. ASSIST.

07 54 23 TPO ROOFING ASSEMBLY

GLASS CURTAIN WALL

4' - 0" MODULE

PHONE-BANKDOC.-SCANNING (STUDENT-WRKS)

2 1/8" EQ

07 54 23 TPO ROOFING ASSEMBLY

EXTERIOR WALL PANEL

3/4"

FLOOR PLAN LEVEL 01

02 A4.000

3/4"

03 A4.000

2 1/8" EQ

PROJECT LAYOUT

13' - 8"

02 A5.000

15' - 0"

________ ________ 03D A5.000

BITUTHENE MEMBRANE Description

07 26 16

Project Number

Description

3" = 1'-0" UNDER-SLAB-ON-GRADE

3" = 1'-0"

A5.000

VAPOR BARRIER

SCALE: 3" = 1'-0"

500 South Figueroa Street Los Angeles, California 90071 United States

Tel 213.327.3600 Fax 213.327.3601

ANTELOPE VALLEY COLLEGE

STUDENT SERVICES CENTER BUILDING

INTERIOR DETAILS BRIDGE & PORTAL SECTION

BRIDGE & PORTAL AXONOMETRIC

GLASS GUARDRAIL DETAIL ALTERNATE DETAIL B USE ON EXPOSED WD-2 WALL ENDS

TYPICAL WOOD SLAT ON CROSS-PIECE BACKER

STEEL ANGLE 1/8" THICK; CONTINUOUS, STOPPED 1" FROM EA. END OF WOOD SLAT. SLOTTED AND EPOXIED INTO GROOVE. PAINT TO MATCH ADJ. WALL BACKER.

1 1/2"

CROSS PIECE BACKER, #8 FASTENERS DRIVEN THROUGH STAINLESS STEEL CHANNEL CAP BACKER AND METAL STUD, TYP.

GRLC10 PER ESR-3842

SHEET NOTES

GLASS PORTAL DETAIL

GLASS GUARDRAIL W/ CAP

COUNTERSUNK FLAT HEAD SCREW. PAINT TO MATCH ANGLE.

PERIMETER WOOD TRIM BY WOOD SLATWALL MANUFACTURER FIELD INSTALLED 2" TO MATCH ADJACENT SLATS 1 1/4" DIAMETER STAINLESS STEEL

GENERAL NOTES

3041 W Ave K Lancaster, CA 93536

STAINLESS STEEL HANDRAIL

HANDRAIL MOUNTED TO STANCHION GLASS GUARDRAIL PER ESR-3842

STANCHIONS MOUNTED TO PLATE, 7/8" X 1 1/4" STAINLESS STEEL BAR

3/4"

MAX. 7"

01 A2.200

PRECAST NW CONCRETE TREAD & RISER

EDGE OF SLAB CHANNEL SET GLASS RAILING

FOR STAIR FRAMING AND SUPPORT SEE 10/S8.201

05 ENLARGED PLAN WOOD WALL SLATS - LEVEL 02 SCALE: 3/4" = 1'-0"

266

COUNSELING OFFICE

267

268

CIRCULATION

200

As200indicated 201 CIRCULATION

266

267

OFFICE

WD-02 09

CIRCULATION

200

268

COUNTER

200

201

________ ________ 13 A3.504

VETERANS OFFICE 3

VETERANS OFFICE 2

175

174

VETERANS OFFICE 1

173

ELEVATOR MACHINE ROOM

LOBBY

100

181

ENROLLMENT SERVICES COUNTER

LEVEL 02 15' - 0" WEST BRIDGE BEYOND

3/4"

210

209

01 A2.200

02 A2.200

COUNSELOR

208

COUNSELOR

207

CIRCULATION

220

24 39 54 56 60

LEVEL 02 15' - 0"

05 A5.702

3041 W Ave K Lancaster, CA 93536

CIRCULATION

COUNSELOR

220 214 500 South Figueroa Street Los Angeles, California 90071 United States

COUNSELOR

213 Tel 213.327.3600 Fax 213.327.3601

FINANCIAL AID OPEN OFFICE

113

119

LEVEL 01 0' - 0"

LEVEL 02 15' - 0"

03 BUILDING SECTION 3 SCALE: 1/8" = 1'-0"

COUNSELOR

212

VETERANS OFFICE 2

VETERANS OFFICE 1

174

173

ELEVATOR MACHINE ROOM

181

FILE # 19-C11

ALIGN COUNSELOR

208

207

LEVEL 01 0' - 0"

11"

12 A3.003 NOTCH PRECAST TREAD AT STANCHION E.O 1/4" STEEL PLATE FILL GAP W/ SEALANT

01 HANDRAIL ABOVE A2.200

SS STANCHION SS HANDRAIL ABOVE

1/2" GAP, TYP

GLASS RAIL BASE CHANNEL

200

02 A2.200

GLASS GUARDRAIL

STEEL BAR CAP PT TO MATCH MDF PANEL

STRINGER BELOW SHOWN DASHED

TREAD

ALIGN 1/2" GUARDRAIL GAP C.L. WITH STANCHION C.L.

STEEL BAR CAP PT TO MATCH MDF PANEL

211

SCALE: 1/4" =

05.1512.200 | October 18, 2017 | PAGE 34

1ST RISER

CIRCULATION

TREAD + 12"

SHARED OPEN OFFICE

115

STAINLESS STEEL STANCHION TO SUPPORT HANDRAIL ABOVE, SCRIBE WOOD FLOOR TO STANCHION

ALIGN

T.O. ROOF EDGE 30' - 0" T.O. DECK 28' - 8"

CIRCULATION

200

SHARED COUNTER

240

STAR DIRECTOR OFFICE

EOPS OPEN OFFICE

258

260

LEVEL 02 15' - 0"

FACE OF DRYWALL FASCIA

15 A3.505

CHANNEL-SET GLASS RAIL ON BRIDGE

ENROLLMENT SERVICES COUNTER

110

100

SCALE: 1 1/2" = 1'-0"

VETERANS COUNTER

FEATURE STAIR RAIL - INTERMEDIATE 170

SCALE: 1 1/2" = 1'-0"

VETERANS RESOURCE CENTER

172

4 13

03 A2.200

GLASS GUARDRAIL GLAZING SHOE BELOW

____ ___1 A3

STEEL CAP AT END OF GUARDRAIL, IP-01 STEEL BAR CAP PT TO MATCH MDF

WOOD FLOOR PLANK MODULE

VETERANS LOUNGE

178

FEATURE STAIR RAIL - BASE SCALE: 1 1/2" = 1'-0"

BUILDING SECTION 02 04 A2.200

HANDRAIL ABOVE

GENERAL NOTES

LOBBY

FEATURE STAIR RAIL - TOP

A3.503

02 STAIR

113

110

STAINLESS STEEL STANCHION

COUNSELOR

220

CIRCULATION

TOP TREAD LEVEL WITH L02 FINISH FLOOR

05.1512.100

08 44 13 TYP GLAZED ALUMINUM CURTAIN Description GL-03 ENTRY LOBBY WALL PLAN DET 08 44 13 GLAZED ALUMINUM CURTAIN WA SHADOW BOX MTL SURROUND FRAME; SEE INT ELEVS Scale 08 63 00 METAL-FRAMED SKYIGHTS WITH HIGHTPERFORMANCE As indicated COATING; GL-05. S 04/S6.102 FOR MORE INFORMATION. DSA DEFERRED SUBMITTAL ITEM. 05 73 13 GLAZED GUARDRAIL 06 40 23 INTERIOR ARCHITECTURAL WOO 09 24 00 EXTERIOR CEMENT PLASTER, DP 2019 Gensler SECURITY©CAMERA EXTERIOR PEDESTAL; INCLUDING CARD R KNOX BOX & ACCESSIBLE PUSH PLATE

LEVEL 02 15' - 0"

ENROLLMENT SERVICES COUNTER

11"

24 39 54 56 60

CIRCULATION

A3.502

TOP RAIL TO RETURN TO FLOOR, MITER CORNER, TYP.

GUARDRAIL 36"

42" COUNSELOR

209

SCALE: 1 1/2" = 1'-0"

100

END OF STRINGER & GLASS GUARDRAIL

DSA Identification Stamp

DIVISION OF THE STATE ARCHITECT 1 APPL # 03-119031

COUNSELOR

210

2 15/16" CHANNEL

CIRCULATION

110

BUILDING SECTION 01

FLOOR SLAB

SEE SLAB PLAN A1.205, S0.203, S1.203 NG SECTION 4

COUNSELOR

3' - 6"

176

COUNSELOR

09 13

08 44 13 TYP GLAZED ALUMINUM CURTAIN WALL, GL-03 08 44 13 GLAZED ALUMINUM CURTAIN WALL WITH SHADOW BOX ________ ________ 04 A4.000 MTL SURROUND FRAME; SEE INT ELEVS 08 63 00 METAL-FRAMED SKYIGHTS WITH HIGHTPERFORMANCE COATING; GL-05. SEE 04/S6.102 FOR MORE INFORMATION. DSA DEFERRED SUBMITTAL ITEM. 05 73 13 GLAZED GUARDRAIL 06 40 23 INTERIOR ARCHITECTURAL WOODWORK 09 24 00 EXTERIOR CEMENT PLASTER, DP-01 SECURITY CAMERA EXTERIOR PEDESTAL; INCLUDING CARD READER, KNOX BOX & ACCESSIBLE PUSH PLATE

175

COUNSELOR

________ ________ 15 A3.505

SHEET NOTES

09 13

T.O. ROOF EDGE 30' - 0" METAL ANGLE BRACKET T.O. DECK AT EACH TREAD 28' - 8"

MT-02

LAMINTED GLASS GUARDRAIL W/ STAINLESS STEEL CHANNEL CAP BEYOND

VETERANS COPY AREA

DSA Submission DSA BACK CHECK DSA BACK CHECK #4 DSA BACK CHECK #6 DSA BACK CHECK #7 DSA BACK CHECK #8

177

VIEW FROM BRIDGE

VETERANS OFFICE 3

176

PRECAST CONCRETE TREAD & RISER

08 FEATURE STAIR SECTION - TOP OF LANDING

LOBBY

MATCH MT-02 FINISH ALL MT-02 PANEL SCREWS TO BE ALIGNED AND SPACED EQUALLY. ADD METAL STUD AS NECESSARY.

265

COUNSELING OFFICE

SHEET NOTES 04

ALIGN EDGE OF PORTAL BEYOND COUNSELING

COUNSELING OFFICE

T.O. ROOF EDGE 30' - 0" T.O. DECK 28' - 8"

8' - 5 1/4" T/O PORTAL

COUNSELING OFFICE

SHARED CONFERENCE ROOM

SCALE: 1 1/2" = 1'-0"

COUNTER

5 1/2"

COLUMN BEYOND

MT-02

SCALE: 1/8" = 1'-0"

01 A2.200

02 A2.200

04 BUILDING SECTION 4

VETERANS COPY AREA

9 3/16"

05 A3.502

SCALE: 1/2" = 1'-0"

2 15/16"

07/13/2018 02/19/2019 04/05/2019 04/12/2019 05/24/2019 06/15/2019

PORTAL STAIR LEVELSECTION 02 NORTH - TOP OF STAIR 01 ELNARGED ELEVATION 11 -FEATURE

Description

OF PORTAL PLAN DETAIL 01 TOP Scale

CONTINUOUS REVEAL

5 1/2"

Date

\\gensler.ad\Projects\RevitUserModels\23858\05.1512.100_AVC_Student Services_ARCH_v17_Patrick_Ifurung@gensler.com.rvt

SCALE: 1/2" = 1'-0"

6/14/2019 12:10:23 PM

05 SECTION AT PORTAL SURROUND

OPP

Project Number

1/4"NOTE: VERT PL, IP-01 1. EXPOSED SCREW HEAD TO BE PAINTED TO

SCALE: 1 1/2" = 1'-0"

GWB SOFFIT UNDER 09 24 STAIR, IP-01

LEVEL 01 0' - 0"

Project Name

STUDENT SERVICES (SS DSA# 03-119031

265

COUNSELING OFFICE

05.1512.100

2' - 7 P

SCHEDULED PARTITION

2" MIN. CONTRAST STRIP TYP.

Description

COUNSELING OFFICE

OFFICE

ENTRY LOBBY WALL DETAILS

FEC SPRAY -APPLIED FIRE RESISTIVE MATERIAL

COUNSELING OFFICE

Project Number

DATE _______

269

SIM.

02 A2.200

FLS _________

SSS _______

IDENTIFICATION STAMP

FOR FRAMING SEE 3/S8.201

STUDENT SERVICES (SSV) DSA# 03-119031

WOOD SLAT WALL PANEL CROSS SUPPORT FIXED TO SUPPORT FRAMING

FILE # 19-C11 AC ________

WOOD SLATS

PRECAST CONCRETE LANDING, SEE 3/S8.101

Project Name

PARTITION PER FLOOR PLAN

DIVISION OF THE STATE ARCHITECT APPL # 03-119031

Seal / Signature

5 1/2"

CIRCULATION

WOOD SLATS

1/4" VERT PL, IP-01

DSA Identification Stamp

EDGE OF WOOD SLAT TO ALIGN WITH EDGE OF STEEL PANEL

2" MIN. CONTRAST STRIP TYP.

1/2 "

9' - 8 1/4" BASE OF WOOD SLATS

STEEL PANELS ON CONCEALED FASTENER

SS HANDRAIL

1/2 "

HANDRAIL

GUARDRAIL 36"

GLASS GUARDRAIL W/ CAP

ENTRY LOBBY

EDGE OF WOOD SLAT TO ALIGN WITH EDGE OF STEEL PANEL

WOOD SLAT WALL

________ ________ 08 A3.503

DATE _________

IDENTIFICATION STAMP

STL. CAP

261

STRINGER ALIGNS WITH SLAB WALL FINISH

SCALE: 3" = 1'-0"

6/14/2019 12:27:21 PM COPY/STORAGE STD WKRS WORKSPACE

XX-99

HEADER CROSS SECTION TO RISER MIN 06E.O.S._PORTAL

SSS _______

STEEL PANEL, EASED EDGES

2 15/16" CHANNEL

6/14/2019 12:26:58 PM

LEVEL 01 0' - 0"

11"

WALL FINISH BASE FINISH

DSA Submission DSA BACK CHECK DSA BACK CHECK #4 DSA BACK CHECK #6 DSA BACK CHECK #7 DSA BACK CHECK #8

STEEL PANEL, EASED EDGES

STEEL PANEL SEAM

Seal / Signature

XX-99 XX-99

Description

07/13/2018 02/19/2019 04/05/2019 04/12/2019 05/24/2019 06/15/2019

SCALE:

FLS __________

9 3/16"

GENERAL NOTES

LEVEL 01 0' - 0"

SCALE: 1/2" = 1'-0"

CEILING PER RCP S1.502

CASHIER COUNTER CABINET SEE 10/A5.902 FOR MORE DETAIL

09 ELEVATION - RECESSED TV AT WOOD WALL

________ ________ 07 A3.504

________ ________ 04

AC ________

G.W.B. FASCIA

STUD FRAMING PER 1/S6.103

177

1'-2".

8' - 9" T/O PORTAL

VERIFY AV HEIGHT

EQ 3' - 3 1/2"

LEXAN SECURITY SCREEN IN RECESSED CHANNEL SEE 10/A5.902 FOR MORE DETAIL

3' - 5"

EDGE OF PORTAL BEYOND

MT-04 METAL SURROUND

SHARED CONFERENCE ROOM

3/4"

CASHIER COUNTER DIVIDER BEYOND

ALIGN

WOOD SLAT PANEL

SCHED. AV DISPLAY

IP-03

MT-02

ALIGN

WD-02 WB-01

04 A3.504

\\gensler.ad\Projects\RevitUserModels\23858\05.1512.100_AVC_Student Services_ARCH_v17_Patrick_Ifurung@gensler.com.rvt

________ ________ 07 A3.504

1/8"

Date

01 STAIR

FILE # 19-C11

STAINLESS STEEL HANDRAIL

LEGEND

EXPOSED SCREW HEAD TO BE PAINTED TO MATCH MT-02 FINISH ALL MT-02 PANEL SCREWS TO BE ALIGNED AND SPACED EQUALLY. ADD METAL STUD AS NECESSARY.

DIVISION OF THE STATE ARCHITECT APPL # 03-119031

GLASS GUARDRAIL W/ CAP

1/8"

SCALE: 1 1/2" = 1'-0"

SLAT WALL BEYOND

42"

PLAN DETAIL 03 PORTAL DSA Identification Stamp

42" ALIGN

\\gensler.ad\Projects\RevitUserModels\23858\05.1512.100_AVC_Student Services_ARCH_v17_Patrick_Ifurung@gensler.com.rvt

261

CAPTURE EXPOSED EDGES, TO MATCH GUARDRAIL TOP CAP, TYP.

SCALE: 3" = 1'-0"

LEVEL 02 15' - 0"

WD-02

NOTE:

SCALE: 1 1/2" = 1'-0"

07 WOOD SLAT PLAN DETAIL AT PORTAL

View From Bridge

________ ________ 08 A3.504

269

07 FEATURE STAIR SECTION - BOTTOM OF LANDING

FOR FRAMING DETAIL SEE 9/S6.104

BUILDING SECTIONS

CIRCULATION

OFFICE SCHEDULED PARTITION PER DIMENSION PLANS. FOR TYP FRAMING DETAILS SEE S0.401.

WEST BRIDGE BEYOND

COPY/STORAGE STD WKRS WORKSPACE

REVEAL

2 1/2" METAL STUD. 16" O.C. MAX. AND AT END OF EA. PLATE REFER TO STRUCTURAL

MDF PANEL, IP-01 1/2" REVEAL GWB SOFFIT, IP-01

3' - 6"

3' - 6 3/4"

PRECAST NW CONCRETE LANDING PANEL

OPP

4" TRACK, 3" FLANGE W/SHIM #10 EA FLANGE AS SMS NECESSARY

Student Services

LEVEL 02 15' - 0"

CEILING PER RCP S1.502

________ ________ 07 A3.503

SCALE: 1 1/2" = 1'-0"

FLOOR SLAB SEE SLAB PLAN A1.205, S0.203, S1.203

PRECAST NW CONCRETE TREAD AND RISER

SCHEDULED PARTITION

FURRING STRIP

#12 SMS @ 12" O.C.

10 FEATURE STAIR SECTION - FRONT

________ ________ 13 A3.504

2" MIN. CONTRAST STRIP TYP.

________ ________ 07 A3.503

STEEL SUPPORT ANGLE CROSS PIECE BACKER STEEL PLATE CUT SHORT AT PERIMETER

WD-02

LAMINTED GLASS GUARDRAIL W/ STAINLESS STEEL CHANNEL CAP BEYOND

1/2" REVEAL

1/4" CONT. PLATE BEYOND FINISH IP-01

WOOD SLATS

STL. CAP

EDGE OF PORTAL BEYOND

STEEL PANELS ON CONCEALED FASTENER

MIN

1/2 "

1/2"

Tel 213.327.3600 Fax 213.327.3601

1' - 6"

500 South Figueroa Street Los Angeles, California 90071 United States

SCHEDULED DOOR PULL

Tel 213.327.360 Fax 213.327.360

STEEL STRINGER HSS MDF PANEL, PAINTED, IP-01

MT-02

COLUMN BEYOND

MT-02

WOOD SLATS ON CROSS PIECE BACKER

4" A304 SS HEX STEELHEAD TRIM, SIM TO 8/S6.104 M14-2.0x20MM FINISH TO MATCH PORTAL SCREWS @ 11 13/16" OC, MAX 12" GLAZING WITH SEALANT FROM END OF SHOE WHERE OCCURS IN PLAN

8' - 5 1/4" T/O PORTAL

CEILING PER RCP S1.502

PAINTED IP-01

ALIGN

________ ________ 07 A3.504

STUD FRAMING PER 1/S6.103

SCALE:

SCALE: 3" = 1'-0"

5/16

CEILING PER RCP S1.502

06 PORTAL AXON

WOOD SLAT END - JAMB 1/4" PANEL X 5 1/2" STEEL BAR,

11"

HANDRAIL

Description

07/13/2018 DSA Submission 2 1/2" METAL STUD. 16" O.C. MAX. AND AT END OF EA. PLATE 02/19/2019 DSA BACK CHECK REFER TO STRUCTURAL SHIM AS NECESSARY 04/05/2019 DSA BACK CHECK #4 04/12/2019 DSA BACK CHECK #6 05/24/2019 DSA BACK CHECK #7 06/15/2019 DSA BACK CHECK #8

ALUM GLAZING SHOE (ESR-3842)

NOTCH 05 TO ACCOMMODATE STANCHION IN PRECAST TREAD, A3.502 REF TO PLAN

________ ________ 08 A3.504

Date

F/O MDF TO CL GLAZING PANEL 7"

SCHEDULED PARTITION

WELDED STEEL PLATES

STEEL PANELS ON CONCEALED FASTENER

STAINLESS STEEL CHANNEL CAP GRLC10 PER ESR-3842

500 South Figueroa Street Los Angeles, California 90071 United States

CONCEALED FLOOR CLOSER

1/4"

HANDRAIL

CHANNEL-SET GLASS RAIL WHERE OCCURS

1/4" CONT. PLATE TOP EDGE CUT TO MAINTAIN 1/2" FROM T.O. BASE SHOE ALONG STAIR RUN

3041 W Ave K Lancaster, CA 93536

TEMPERED GLASS DOOR

1/8"

ENTRY LOBBY

WELDED STEEL PLATES

F/O MDF TO EOS 8 15/16"

1/2" BACKERROD AND SEALANT

GUARDRAIL

SCALE:

36"

06 PORTAL AXON

CHANNEL-SET GLAZING

4' - 0 1/2"

ALIGN

PAINT NOTCH IP-01

LEVEL 01 0' - 0"

03 ENLAR

SCALE: 1/4" =

2' - 4"

19' - 6 7/8"

10 TOUCH DOWN @ STAIRS - EAST ELEVATION

06 TOUCH DOWN @ STAIRS - WEST ELEVATION

SCALE: 3/8" = 1'-0"

Illustrative Site Plan

ANTELOPE VALLEY COLLEGE 13 A3.504

FLUSH POWER & DATA IN COUNTER

GL-04

Date

Description

01/24/2018 04/18/2018 07/13/2018 02/19/2019 04/05/2019 04/12/2019 05/24/2019 06/15/2019

Preliminary Plans 50% CD DSA Submission DSA BACK CHECK DSA BACK CHECK #4 DSA BACK CHECK #6 DSA BACK CHECK #7 DSA BACK CHECK #8

10' - 0"

WOOD PLANK FINISH, MATCH PLINTH, CONCEALED FASTENER

09 A3.003

SIM OPP

ALIGN EDGE OF PORTAL A3.002 WITH EDGE OF WOOD SLAT

GL-04

8' - 6"

10' - 0"

________ ________ 15 A3.505

8' - 6"

06 A3.501

AVC STUDENT CENTER AND STUDENT SERVICES | OVERALL SITE PLAN

Tel 213.327.3600 Fax 213.327.3601

SCALE: 3/8" = 1'-0"

MT-02

07 A3.504

500 South Figueroa Street Los Angeles, California 90071 United States

02 TOUCH DOWN @ STAIRS - SOUTH ELEVATION

ALIGN

11' - 8"

ALIGN EDGE OF PORTAL WITH EDGE OF WOOD SLAT

GLASS GUARDRAIL

STUDENT SERVICES CENTER BUILDING LEVEL 02 15' - 0"

LEVEL 02 15' - 0"

07 / A3.003

SUPPORT STEEL, SEE 7/S6.102 FOR MORE DETAILS

200

PLINTH, CONCEALED FASTENER

RIGID CONNECTION TO CONCRETE DECK SEE 01/S6.103

PLINTH FRAMING, SEE 5/S6.102

________ ________ 02 A3.504

SEE 7/S6.102 FOR ANCHORAGE DETAIL

50% AC-01 CD DSA Submission DSA BACK CHECK DSA BACK CHECK #4 DSA BACK CHECK #6 DSA BACK CHECK #7 DSA BACK CHECK #8

214

213

COUNSELOR

212

COUNSELOR

211

06 WOOD WALL SECTION - TYPICAL STAINLESS STEEL HANDRAIL 1/2" = 1'-0" SCALE: GLASS GUARDRAIL

1/4" CONT. PLATE

FINANCIAL AID OPEN OFFICE

BACKERROD AND SEALANT

SHARED OPEN OFFICE

119

ALUM GLAZING SHOE W/M14-2.0x20MM A304 SS HEX HEAD SCREWS @ 11 13/16" OC, MAX 12" FROM END OF SHOE

115

ENROLLMENT SERVICES COUNTER

110

SCALE: 1/2" = 1'-0"

100

04 A2.200

STAIR STRINGER, REF. TO S8.101

DSA WD. Identification Stamp REVEAL, PTD. BLACK

PLINTH BASE 08 FEATURESSSSTAIR _______ DATE _________ AC ________

SECTION 2 7

6 ________ ________ 01 A4.003

3 03

Project A2.200 Name

3' - 0" 3' - 6"

3 EQ

TREADS

2' - 11"

EQ EQ EQ EQ EQ

24 EQUAL WD. FLOOR PLANKS

PLINTH 14' - 0"

STAIR 8' - 2"

1'-8 3/8"

1/2 "

OUTSIDE FINISH - OUTSIDE FINISH

1'-1 5/8"

EQ EQ EQ

Description

VA L L E Y COLLEGE

CIRCULATION

113

110

Official Seal

01 A2.200

EQ EQ

As indicated

COUNSELOR

213

212

02 A2.200

View FromATRIUM Entrance SOUTH

COUNSELOR

211 Date

CIRCULATION

Description

CIRCULATION

200

01/24/2018 Preliminary Plans 04/18/2018 50% CD 07/13/2018 DSA Submission 02/19/2019 DSA BACK CHECK 04/05/2019 DSA BACK CHECK #4 04/12/2019 DSA BACK CHECK #6 05/24/2019 DSA BACK CHECK #7 ENROLLMENT SHARED 06/15/2019 DSA BACK CHECK #8 SERVICES COUNTER OPEN OFFICE 115 110

200

SHARED COUNTER

STAR DIRECTOR OFFICE

EOPS OPEN OFFICE

240

258

260

LEVEL 02 15' - 0"

GENERAL NOT

05.1512.200 | October 18, 2017 | PAGE 33 LOBBY

100

VETERANS COUNTER

VETERANS LOUNGE

178

VETERANS RESOURCE CENTER

170

172

LEVEL 01 0' - 0"

04 A2.200

03 A2.200 T.O. ROOF EDGE 30' - 0" T.O. DECK 28' - 8"

DSA Identification Stamp

WF-01

DIVISION OF THE STATE ARCHITECT APPL # 03-119031 FILE # 19-C11

LEVEL 01 0' - 0"

EQ EQ

AC ________

FLS __________

SSS _______

DATE _________

EQ EQ

IDENTIFICATION STAMP CL

Seal / Signature

LEVEL 02 15' - 0"

100

EXTEND WOOD FLOORING UNDER PRECAST TREAD

STRINGER EXTENDS TO SLAB

02 BUILDING SECTION 2 SCALE: 1/8" = 1'-0"

LEVEL 01 0' - 0" MECHANICAL -2' - 5"

56 Description

Date

01/24/2018 Preliminary Plans 04/18/2018 50% CD 07/13/2018 DSA Submission 02/19/2019 DSA BACK CHECK 04/05/2019 DSA BACK CHECK #4 04/12/2019 DSA BACK CHECK #6 SEE 5/S6.102 FOR METAL STUD SUPPORT DETAIL 05/24/2019 DSA BACK CHECK #7 06/15/2019 DSA BACK CHECK #8 HANDRAIL AT BASE STAIR

Project Name

STUDENT (SSV) EASTSERVICES ATRIUM DSA# 03-119031 Project Number

5 05.1512.100

Description ________ ________ 01 A4.003

ENGINEERED WOOD FLOORING LIGHT-GAUGE STEEL FRAMING

GROUND FLOOR

________ ________ 07 A5.800

54 LEVEL 02 15' - 0"

3 ________ ________ 02 A3.002

FEATURE STAIR BASE 13

03 A2.200

2 04 A2.200

05.1512.200 | October 18, 2017 | PAGE 32 ________ ________ 01 A4.002

SOLID WOOD NOSING

T.O. ROOF EDGE 30' - 0" T.O. DECK 28' - 8"

CL CL 1/4"

T.O. ROOF EDGE 30' - 0" T.O. DECK 28' - 8"

Scale

As indicated

A3.003

EQ EQ

39 03

LEVEL 02 15' - 0"

DSA Identification Stamp

LEVEL 01 0' - 0" MECHANICAL -2' - 5"

01 BUILDING SECTION 1 SCALE: 1/8" = 1'-0"

DIVISION OF THE STATE ARCHITECT 60 APPL # 03-119031

60 LEVEL 01 0' - 0"

FILE # 19-C11 AC ________

FLS __________

SSS _______

DATE _________

IDENTIFICATION STAMP Seal / Signature

DES

LOBBY

04 FEATURE STAIR SECTION - BASE - PLINTH

________ ________ 01 A4.002

08 A3.003

Scale

A3.501

EXTEND WOOD FLOOR UNDER SOFFIT EDGE

SCALE: 1 1/2" = 1'-0"

EQ1

Gensler

LEVEL 01 0' - 0"

Athletics Logo

Student Services

COUNSELOR

STAINLESS STEEL HANDRAIL, REF TO PLAN FOR EXTENSIONS

2 04 A2.200

ENROLLMENT SERVICES COUNTER

181

As indicated

178

172

BUILDING SECTION 03 ________ ________ 02 A3.002

100

VETERANS LOUNGE

VETERANS RESOURCE CENTER

170

IDENTIFICATION STAMP

LOBBY

PLINTH

GL-04

LEVEL 02 15' - 0"

SCALE: 1/2" = 1'-0"

100

MFD WOOD SLAT PANEL (WD-02) W/ INTEGRATED CROSS-PIECE BACKER FOR ATTACHMENT SEE DTLS 2 AND 8 ON A3.504

ALIGN

TOUCH DOWN @ STAIRS - NORTH ELEVATION 1'-0" SCALE: 3/8" = PORTAL - SECTION @ GLAZING

Seal / LOBBY Signature

STUD FRAMING SEE 01/S6.103 ________ ________ 05 A3.504

FLS __________

SCALE: 3" = 1'-0"

Project Number

LEVEL 01 0' - 0"

260

FILE # 19-C11

RIGID CONNECTION TO CONCRETE DECK SEE 01/S6.103

258

DIVISION OF THE STATE ARCHITECT APPL # 03-119031

LEVEL 02 15' - 0"

12 FEATURE STAIR STRINGER AT PLINTH

EOPS OPEN OFFICE

240

MATCH STAIR ANGLE

MT-04 STAR DIRECTOR OFFICE

L01 FINISH FLOOR

EQ EQ

SCALE: 3" = 1'-0"

0310 GA. BRAKE-FORMED STEEL EDGE, A2.200 PT BLACK

________ ________ 09 A3.504

HANDRAIL EXTEND TO STRUCTURE

SHARED COUNTER

6" WF-01

TREAD

BLOCKING

LEVEL 02 15' - 0"

FINISH PANEL AT STRINGER, STUDENT SERVICES (SSV) REFER TO SECTION GLASS GUARDRAIL, ALIGN EDGE DSA# 03-119031 WITH END OF STRINGER AT

EQ1

T.O. ROOF EDGE 30' - 0" ________ ________ 01 T.O. DECK A3.504 28' - 8"

1 3/16"

ENGINEERED WD. FINISH, REF. TO ELEVATIONS

Brand Family College Logo

ELEVATOR MACHINE ROOM

ENTRY LOBBY WALL DETAILS

FRAMING, REF. TO STRUCTURAL DRAWINGS

SCRIBE WOOD FLOOR TO HANDRAIL STANCHION

LEVEL 01 0' - 0"

10 GA. BRAKE-FORMED STEEL EDGE, PT BLACK SOLID WD. NOSING, STAIN TO MATCH TREAD & RISER

CIRCULATION

ANTELOPE 220VALLEY COLLEGE

T.O. ROOF EDGE 30' - 0" T.O. DECK 28' - 8"

119

11 A3.003

VETERANS COUNTER

207

07 / A3.003

STOREFRONT PER PLAN

LOBBY

MDF PANEL, IP-01

PLINTH FRAMING REFER TO DTLS 3 AND 5/S6.102

COUNSELOR

208

Project Name

05.1512.100

WF-01

SCALE: 3/8" = 1'-0"

FURRING CHANNEL W/ #12 SMS EA FLANGE, 16" O.C.

EXTEND WD. FLOORING UNDER MDF PANEL

GL-04

________ ________ 03 A3.504

FEATURE STAIR - ELEVATION

1/4" X 5 1/2" STEEL BAR, PT TO MATCH MDF PANEL

NESTED TRACKS, 2 1/2" X 1" W/ #10 SMS EA FLANGE, 16" O.C.

GL-04

OWNER- PROVIDED EQUIPMENT

04 PORTAL - SECTION @ GLASS DOOR

SCALE: 1 1/2" = 1'-0"

6/14/2019 12:11:00 PM

200

STAIR BASE - SECTION @ COUNTER

03 3D AXON PORTAL BUILDING SECTIONS C SECTION 3 1

CIRCULATION

05 A5.702

LEVEL 02 15' - 0"

03 BUILDING SECTION 3

LEVEL 01 CIRCULATION 0' - 0" 200

COUNSELOR

209

LEVEL 01 0' - 0"

FINANCIAL AID OPEN OFFICE

LEVEL 01 0' - 0"

WF-01

COUNSELOR

210

MFD WOOD SLAT PANEL (WD-02) W/ INTEGRATED CROSS-PIECE BACKER FOR ATTACHMENT SEE DTLS 2 AND 8 ON A3.504

1/2"

220

COUNSELOR

3/4"

COUNSELOR

113

RISER

CIRCULATION

220

CIRCULATION

LEVEL 01 0' - 0"

174

05 A3.504

02 A2.200

COUNSELOR

Additional School Logos

CIRCULATION

207

GL-04

1/2"

\\gensler.ad\Projects\RevitUserModels\23858\05.1512.100_AVC_Student Services_ARCH_v17_Patrick_Ifurung@gensler.com.rvt

LEVEL 01 0' - 0"

COUNSELOR

208

Description

01 04/18/2018 A2.200 09 07/13/2018 A3.003 02/19/2019 04/05/2019 04/12/2019 05/24/2019 WF-01 06/15/2019

201

24 39 54 56 60

A3.003

3' - 4"

05 A5.702

COUNSELOR

209

STOREFRONT DOOR PER PLAN

Date

Scale VETERANS OFFICE 1 173

VETERANS OFFICE 2

175

WF-01 ALIGN JOINTS WITH TREADS

SCALE: 1/8" = 1'-0"

METAL ANGLE TRIM

COUNSELOR

210

110

FASCIA, PTD GWB

VETERANS OFFICE 3

176

08 44 13 TYP GLAZED ALUMINUM CURTAIN WALL, GL-03 DSA Identification Stamp 08 44 13 GLAZED ALUMINUM CURTAIN WALL WITH SHADOW BOX ________ ________ 04 DIVISION OF A4.000 MTL SURROUND FRAME; SEE INT ELEVS THE STATE ARCHITECT 19' - 6 7/8" 08 63 00 METAL-FRAMED SKYIGHTS WITH T.O. ROOF EDGE APPL # 03-119031 LEVEL 02 HIGHTPERFORMANCE COATING; GL-05. SEE 30' - 0" 3041 W Ave K 15' - 0" 04/S6.102 FOR MORE INFORMATION. DSA FILE # 19-C11 T.O. DECK DEFERRED SUBMITTAL ITEM. Lancaster, CA 93536 28' - 8" 24 05 73 13 GLAZED GUARDRAIL AC ________ FLS __________ 39 06 40 RIGID CONNECTION TO23 INTERIOR ARCHITECTURAL WOODWORK 54 09 24 00 EXTERIOR CEMENT PLASTER, DP-01 SSS _______ DATE _________ CONCRETE DECK SEE 01/S6.10356 SECURITY CAMERA 60 EXTERIOR PEDESTAL; INCLUDING CARD READER, IDENTIFICATION STAMP CIRCULATION COUNSELOR KNOX BOX & ACCESSIBLE PUSH PLATE Seal / Signature STUD FRAMING 220 214 500 South Figueroa Street Tel 213.327.3600 SEE 01/S6.103 Los Angeles, California 90071 Fax 213.327.3601 LEVEL 02 United States 15'________ -________ 0"

3' - 8 1/4"

WOOD PLANK FINISH, MATCH PLINTH, CONCEALED FASTENER

________ ________ 04 A4.000

100

WOOD PLANK FINISH, MATCH PLINTH, CONCEALED FASTENER

EXPOSED SCREW HEAD TO BE PAINTED TO MATCH MT-02 FINISH BLACKENED STEEL PANEL ON BACKER, MECHANICALLY FASTENED W/ ALL MT-02 PANEL SCREWS TO BE ALIGNED AND SPACED EQUALLY. ADD METAL STUD AS COUNTERSUNK SCREWS FINISH TO MATCH BLACKENED STEEL NECESSARY.

COUNSELOR

MFD WOOD SLAT PANEL (WD-02) W/ INTEGRATED CROSS-PIECE LEVEL 02 BACKER 15' - 0" 09 FOR ATTACHMENT SEE DTLS 2 ENROLLMENT SERVICES COUNTER AND 8 ON A3.504

LOBBY

ELEVATOR MACHINE ROOM

174 WOOD SLAT173 MFD PANEL (WD-02) 181 W/ INTEGRATED CROSS-PIECE SUPPORT STEEL, BACKER SEE 7/S6.102 FOR MORE DETAILS FOR ATTACHMENT SEE DTLS 2 AND 8 ON A3.504

NOTE:

________ ________ 05 A3.504

201

1/2 "

175

176

VETERANS OFFICE 1

200

SCALE: 3/8" = 1'-0"

COUNTER

\\gensler.ad\Projects\RevitUserModels\23858\05.1512.100_AVC_Student Services_ARCH_v17_Patrick_Ifurung@gensler.com.rvt

VETERANS OFFICE 2

CIRCULATION

6/14/2019 12:09:00 PM

VETERANS OFFICE 3

STUD FRAMING SEE 01/S6.103

GL-04

PARTITION PER SCHEDULE AND DIM PLAN VETERANS COPY AREA

177

ACOUSTICAL CEILING PER RCP

CONCRETE DECK SEE 01/S6.103

02 A3.002

COUNTER

267 WOOD PLANK FINISH, 268MATCH

266

SCALE: 3/8" = 1'-0"

CIRCULATION

COUNSELING OFFICE

200

1 OCTOBER 18, 2017 | PRELIMINARY LANDSCAPE PLAN

VETERANS COPY AREA

3 EQ

COUNSELING OFFICE

200

TOUCH DOWN @ STAIRS - SOUTH ELEVATION

COUNSELING OFFICE

CIRCULATION

Description

3' - 0"

SCALE: 3/8" = 1'-0"

TOUCH DOWN @ STAIRS - WEST RIGIDELEVATION CONNECTION TO

OFFICE

268 05.1512.100

267

09 13

T.O. ROOF EDGE 30' - 0" T.O. DECK 28' - 8"

08 44 13 TYP GLAZED A GL-03 08 44 13 GLAZED ALUM SHADOW BOX MTL SURROUND FRAM 08 63 00 METAL-FRAME HIGHTPERFORMANCE 04/S6.102 FOR MORE IN DEFERRED SUBMITTAL 05 73 13 GLAZED GUAR 06 40 23 INTERIOR ARC 09 24 00 EXTERIOR CEM SECURITY CAMERA EXTERIOR PEDESTAL; KNOX BOX & ACCESSIB

05.1512.200 A| N October 18, T E LO P E 2017 | PAGE 11

LIGHT-GAUGE STEEL FRAMING

SHEET NOTES

03 04

FEATURE STAIR BASE

SHARED CONFERENCE ROOM

________ ________ 09 A3.504

Tel 213.327.3600 Fax 213.327.3601

ProjectCOUNSELING Number

COUNSELING OFFICE

266

WF-01

SOLID WOOD NOSING

09 13

LEVEL 02 15' - 0"

COUNSELING OFFICE

265

ENGINEERED WOOD FLOORING

3' - 0" 3' - 6"

LEVEL 02 15' - 0"

LEVEL 01 0' - 0"

COUNSELING OFFICE

269

ALIGN

2' - 4"

________ ________ 09 A3.504

UP-01

STUDENT SERVICES (SSV) DSA# 03-119031

HANDRAIL

MITER WOOD PLANK FLOORING

LEVEL 01 0' - 0"

A3.003

GROUND FLOOR

SCALE: 1/8" = 1'-0"

WF-01

500 South Figueroa Street Los Angeles, California 90071 United States

01 A2.200

02 A2.200

Project Name

CIRCULATION

________ ________ 07 A5.800

WD-01

GLASS GUARDRAIL

177

SCALE: 1 1/2" = 1'-0"

WF-01

02 A3.002

SHEET NOTES

View From Veterans

1'-1 5/8"

08 A3.003

A3.003

FLS __________

Student Services SITE PLAN

TREAD

WF-01

AC ________

SSS _______ DATE _________ 3041 W Ave K Lancaster, CA 93536 IDENTIFICATION STAMP Seal / Signature

1'-8 3/8"

PLINTH BUILDING SECTION 4 04 FEATURE STAIR SECTION - BASE -04 1' - 8 5/8"

TOUCH DOWN @ STAIRS - EAST ELEVATION

SHARED CONFERENCE ROOM

SCALE:

1/2"

________ ________ 09 A3.504

261

= 1'-0" SCALE: 3/8"SCALE:

3' - 4"

MT-04

COPY/STORAGE STD

FILE # 19-C11

LEVEL 01 0' - 0"

1' - 2" 1' - 2" 1' - 2" 11 7/8"

SEE 5/S6.102 FOR METAL STUD SUPPORT DETAIL WKRS WORKSPACE

WF-01

01 03

2' - 10"

ALIGN

39' - 1"

STAINLESS STEEL HANDRAIL

01 A2.200

Description

3D AXON PORTAL ENLARGED PLANS - TOUCH DOWN STATIONS @ STAIRS

04 A3.003

02 A2.200

AC-01

04/18/2018 50% CD 07/13/2018 DSA Submission 02/19/2019 DSA BACK CHECK 04/05/2019 DSA BACK CHECK #4 04/12/2019 DSA BACK CHECK #6 HANDRAIL AT BASE STAIR 05/24/2019 DSA BACK CHECK #7 06/15/2019 DSA BACK CHECK #8

ALIGN ANGLED COUNTER W/ WOOD FLOORING JOINTS STRINGER EXTENDS TO SLAB

DIVISION OF THE STATE ARCHITECT APPL # 03-119031

HANDRAIL

EXTEND WOOD FLOOR UNDER SOFFIT EDGE

SIM.

3 EQ

2' - 10"

SCALE: 3" = 1'-0"

GLASS GUARDRAIL

265

Date

EL. 0"

08 FEATURE STAIR PLINTH BASE

WD-01

SCALE: 3" = 1'-0"

269

EL. 1' - 8 3/8"

4 C

3' - 4"

6/14/2019 12:11:00 PM

12 FEATURE STAIR STRINGER AT PLINTH

09 A3.003

A3.504

09 A3.003

11 A3.003

4 EQUAL PLANKS

WOOD SLAT CEILING, SEE RCP

L01 FINISH FLOOR

SIM.

COUNSELING OFFICE

WF-01

EXTEND WOOD FLOORING UNDER PRECAST TREAD

________ 11 WD. REVEAL, PTD. BLACK ________

FLUSH POWER & DATA IN COUNTER

PLINTH FRAMING, REFER TO STRUCTURAL

HANDRAIL EXTEND TO STRUCTURE

261

10 GA. BRAKE-FORMED STEEL EDGE, PT BLACK REVEAL

________ ________ 11

1/2" = 1'-0"STANCHION SCALE: 1HANDRAIL

CIRCULATION

WF-01 FLUSH PWR IN COUNTER, TYP.

TREAD

DSA Identification Stamp

5 EQ PLANKS

ALIGN

GYPSUM CEILING. SEE RCP.

WOOD SLAT CEILING SEE RCP

PLINTH FRAMING REFER TO DTLS 3 AND 5/S6.102

BLOCKING

A3.504 DETAIL - FEATURE STAIR BASE COUNTER SCRIBE WOOD FLOOR TO

COPY/STORAGE STD WKRS WORKSPACE

SCALE: 3/8" = 1'-0"

A3.003

WOOD FLOOR, REFER TO FINISH PLAN

TOUCH DOWN @ STAIRS - NORTH ELEVATION

EQ EQ EQ EQ

CEILING PERTO RCP STAIR STRINGER, REF. S8.101

11' - 8"

10 GA. BRAKE-FORMED STEEL EDGE, PT BLACK SOLID WD. NOSING, ________ ________ 08 STAIN TO MATCH TREAD & RISER 1 3/16" A3.504

ENGINEERED WD. FINISH, REF. TO ELEVATIONS

08 A3.003 WF-01

T/O PLINTH

________ ________ 08 A3.504

1' - 2" 1' - 2" 7"

T.O. DECK 28' - 8"

MT-04

EQ1

MATCH STAIR ANGLE

MT-04

FRAMING, REF. TO STRUCTURAL DRAWINGS

REVEAL NESTED TRACKS, 2 1/2" X 1" W/ #10 SMS EA FLANGE, 16" O.C. FINISH FLOOR EXTEND WD. FLOORING UNDER GYPSUM MDF PANEL

AWD-01

WF-01

ALUM GLAZING SHOE W/M14-2.0x20MM A304 SS HEX HEAD SCREWS @ 11 SUPPORT STEEL, 13/16" OC, MAX 12" FROM END OF SHOE SEE 07/S6.102 FOR MORE DETAILS 1/4" X 5 1/2" STEEL BAR, PT TO MATCH MDF PANEL

A3.003

UP-01

BACKERROD AND SEALANT

TelFRAMING 213.327.3600 FOR SEE 01/S6.105 Fax 213.327.3601

3/4"

\\gensler.ad\Projects\RevitUserModels\23858\05.1512.100_AVC_Student Services_ARCH_v17_Patrick_Ifurung@gensler.com.rvt

LEVEL 01 0' - 0"

MT-02

SECTION 4

500 South Figueroa Street Los Angeles, California 90071 United States

STUD FRAMING SEE 01/S6.105 METAL STUD FRAMING WITH GYPSUM FINISH T.O. DECK 28' - 8"

1/4" CONT. PLATE

EXPOSED SCREW HEAD TO BE PAINTED TO MATCH MT-02 FINISH ALL MT-02 PANEL SCREWS TO BE ALIGNED AND SPACED EQUALLY. ADD METAL STUD AS NECESSARY.

GLASS GUARDRAIL

5 EQ PLANKS

EQ EQ EQ EQ EQ

LEVEL 01 0' - 0"

FEATURE STAIR - ELEVATION SCALE: 3/8" = 1'-0" C

STAINLESS STEEL HANDRAIL

SEE 7/S6.102 FOR MDF PANEL, IP-01 ANCHORAGE DETAIL FURRING CHANNEL W/ #12 MTL TRIM PAINTED BLACK SMS EA FLANGE, 16" O.C.

NOTE:

SCALE: 1 1/2" = 1'-0"

BLOCKING AS REQ'D

WF-01

3/4" 8' - 9"

T/O STEEL PORTAL SURROUND

8' - 5"

STAIR BASE - SECTION @ COUNTER

LEVEL 01 0' - 0"

MITERED CORNER

COUNTER BEYOND

WOOD PANEL, CONCEALED FASTENER, FINISH TO MATCH PLINTH

10' - 0"

8' - 6"

WF-01

SUPPORT STEEL, REFER TO 1/2" = 1'-0" STRUCTURALSCALE: DRAWINGS

09 LEVEL 02 15' - 0"

11 A3.003

FEATURE STAIR DETAIL

WF-01

2' - 11"

3' - 4"

SEE 7/S6.102 FOR ANCHORAGE DETAIL

11 A3.003

GLASS PORTAL SECTION

3041 W Ave K WF-01CA 93536 Lancaster,

METAL ANGLE TRIM

STAINLESS STEEL HANDRAIL, REF TO PLAN FOR EXTENSIONS

GL-04

EQ1 OWNER- PROVIDED EQUIPMENT

2' - 10"

PLINTH FRAMING, SEE 5/S6.102

WOOD WALL - LEVEL 02 PORTAL

AC-01

WD-02 WB-01 09 A3.003

GLASS PORTAL AXONOMETRIC MITERED CORNER

GLASS GUARDRAIL, ALIGN EDGE WITH END OF STRINGER AT PLINTH

MT-02

RISER

3' - 4"

WOOD PLANK FINISH, MATCH PLINTH, CONCEALED FASTENER

FINISH PANEL AT STRINGER, REFER TO SECTION

GL-04

LEVEL 02 15' - 0"

2' - 10"

WOOD PLANK FINISH, MATCH PLINTH, CONCEALED FASTENER

BLACKENED STEEL PANEL ON BACKER, MECHANICALLY FASTENED W/ COUNTERSUNK SCREWS FINISH TO MATCH BLACKENED STEEL

TREADS

WOOD SLAT PANEL BEYOND

INTERIOR DETAILS LEVEL 02 15' - 0"

FASCIA, PTD GWB

3' - 0"

GL-04

BUILDING SECTION 04

ANTELOPE VALLEY COLLEGE Campus Security – Entry View CAMPUS SECURITY BUILDING

FLOOR PLAN

PROJECT OVERVIEW FLOOR PLAN LEVEL 01

A RECEPTION

WAITING ROOM

OPEN OFFICE

DEPUTY

TEAM LEADER

B DISPATCH ARCHIVE

WORK AREA

REPORT WRITING CADET LOCKERS ELECTRICAL

CADET LOCKERS

SHOWER

RESTROOM RESTROOM

MECHANICAL

SHOWER

SSO LOCKERS SSO LOCKERS

ARMORY

E IDF

CIRCULATION

F FITNESS

BREAK ROOM

BRIEFING ROOM

MAIN ENTRANCE COURTYARD

This project relocates the Los Angeles County Sheriff’s Department from their current location at the west side of the Antelope Valley College campus. The new 5,775 SF building will include secured lobby 53 with reception desk, offices, lockers and a shower, a work out area, briefing room which functions as an EOC SECTION PERSPECTIVE COURTYARD SECTION during campus emergencies, and a secured armory to safely store weapons and gear. A veil of protective | | perforated weathering steel clad the exterior at the offices to provide an additional layer of security for the officers while providing them ample light and views from within the building. The building will be a solid precast concrete wall system on 3 sides with minimized openings that have protective frames to both limit the visibility into the building as well as protect the building from solar heat gain.

0’

SOUTH COURTYARD

CAMPUS SECURITY BUILDING ANTELOPE VALLEY COLLEGE

05.1512.300

LANCASTER, CA

Construction Administration Lead - Oversee construction progress - Review shop drawings, submittals & RFIs for approval - Consultant coordination for all in-field construction

PERFORATED WEATHERING STEEL SHADE CANOPY STEEL FRAMING

INTEGRAL COLORED PRECAST CONCRETE PANEL

WEATHERING STEEL WINDOW SHROUD

ALUMINUM CURTAIN WALL WITH INSULATED GLAZING AND LOW E COATING

TOP CAST CONCRETE PAVING DG WITH DESERT PLANTING

CAMPUS SECURITY BUILDING | ANTELOPE VALLEY COLLEGE | LANCASTER, CA

NORTH ELEVATION

EAST ELEVATION

8’

Scale: 1/16” = 1’

05.1512.300 | May 25, 2017 | 11

ANTELOPE VALLEY COLLEGE

PREFINISHED COPING

CAMPUS SECURITY BUILDING

T.O. COPING 15' - 6"

07 92 00 JOINT SEALANT

T.O. WALL 15' - 4"

3041 W AVE K LANCASTER, CA 93536

08 41 13 ALUM-FRAMED STRFR 07 13 26 (CW-01) SELF-ADHERED HIGH

EXTERIOR DETAILS

SHEET NOTES

CMU PARAPET

TEMP FLEXIBLE FLASHING

PREFINISHED COPING 07 54 23 ROOFING MEMBRANE

T.O. COPING 15' - 6"

GLASS CURTAIN WALL @ CANOPY

T.O. WALL 15' - 4"

CMU @ WEATHERED STEEL WINDOW

500 South Figueroa Street COPING LosT.O. Angeles, California 90071 15' -States 6" United

06 16 00 EXTERIOR 07 92 00 SHEATHING JOINT SEALANT 05 40 00 COLD FORMED FRAMING 08 41 13 07 21 00 ALUM-FRAMED STRFR THERMAL (CW-01) INSULATION

SLOPE 1/4" / 1'-0"

Tel 213.327.3600 Fax 213.327.3601

PREFINISHED COPING 07 92 00 JOINT SEALANT W/ BACKER ROD

T.O. WALL 3041 W AVE K 15' - 4" LANCASTER, CA 93536

TERMINATION BAR

08 41 13 PAINTED ALUM BACK PAN

Date

GL-01

05 75 00 WEATHERING STEEL WINDOW SURROUND (MTL-01)

- CORNER DETAIL 06 CMU SCALE: 3" = 1'-0" CURTAINWALL - BASE OF WALL - TYP.

09 29 00 GYP BD

03 30 00 CAST-IN-PLACE LEVEL 01 CONCRETE 0' - 0"

6' - 1"

5' - 0 7/8"

6' - 1"

Project Number

3 A4.102

LEVEL 01 0' - 0"

20' - 4" 11 5/8"

6' - 1"

Security 6'Building 6' - 1" - 1" DSA 03-118818

6' - 1"

05.1512.300 46' - 6"

6' - 1"

5' - 0 7/8"

CONC FOOTING AND SLAB; SSD

0' - 1" SANDBLAST FINISH

3/4" = 1'-0"

METAL PANEL INFILL WITH SPRINKLER PENETRATION

11 5/8" GL-01 CW-01

TYP. T.O. WALL 15' - 4"

GL-01

W/ SHADOW BOX

GL-01

W/ SHADOW BOX

METAL PANEL INFILL WITH LEVEL 01 SPRINKLER PENETRATION

0' - 0"

GL-01

01 WALL SECTION - STEEL WINDOW SCALE: 3/4" = 1'-0"

1' - 3 5/8"

3' - 3 5/8" T.O. MULL

ENLARGED ELEVATION - NORTH COURTYARD CURTAINWALL

NOTE: ALL EXPOSED BLOCK FACES SHALL RECEIVE SANDBLAST FINISH. TYPICAL FOR ALL CMU-01

SCALE: 1/4" = 1'-0"

06 CMU - CORNER DETAIL GL-01

GL-01

TYP.

CW-01

GL-01

W/ SHADOW BOX

LEVEL 01 0' - 0"

SCALE: 3" = 1'-0"

SCALE: 1/4" = 1'-0"

07 62 00 S.S. SHEET METAL FLASHING 07 92 00 JOINT SEALANT W/ BACKER ROD

SOUTH ELEVATION

08 71 00 ALUM. THRESHOLD SET IN CONT. BED OF SEALANT CAST-IN-PLACE SIDEWALK SEE CIVIL FOR GRADING

DOORWAY

LEVEL 01 0' - 0"

1/4"

08 11 13 HOLLOW METAL DOOR AND FRAME SEE DOOR SCHEDULE

ENLARGED ELEVATION - NORTH COURTYARD CURTAINWALL

LEVEL 01 0' - 0"

Project Number

05.1512.300

04 20 00 GL-01 W/ SHADOW BOX CONC MASONRY UNIT (CMU-01)

6' - 1"

A4.001

11 5/8"

08 71 00 ALUM. THRESHOLD SET IN CONT. BED OF 09 29 00 SEALANT 08 80BD 00 GYP EXTERIOR GLAZING CAST-IN-PLACE 05 40 00 (GL-01) CONCAVE JOINT, TYP SIDEWALK COLD FORMED FRAMING SEE CIVIL FOR GRADING 08 44 00 04 22 00 CURTAIN WALL ASSEM CONC MASONRY UNIT GYP CAPTURE SHIM (CMU-01)

Security Building DSA 03-118818

T.O. WALL 15' - 4"

________ ________ 03 A5.001

Scale 1' - 3" 1' - 0"

5 A4.102

5' - 0 7/8"

EXTERIOR WALL SECTIONS

5 A4.102 3 A4.102

SCALE: 3/4" = 1'-0"

6' - 1"

Description

1' - 3 5/8"

6' - 1"

08 41 13 PAINTED ALUM BACK PAN

46' - 6"

Project Name

ALUM-FRAMED STRFR (CW-01)

Description

LEVEL 01 0' - 0"

EXTERIOR WALL SECTIONS

Scale

3/4" = 1'-0" LEVEL 01 0' - 0"

5/8"

PER PLAN

2" GAP

1/4" 1/2" SCALE: 3" = 1'-0"

Tel 213.327.3600 Fax 213.327.3601

05 75 00 WEATHERING STEEL WINDOW SURROUND (MTL-01) 07 42 13 METAL PLATE INTERIOR COVER (MTL-01) COUNTERSUNK FASTENER TO MATCH

08 80 00 EXTERIOR GLAZING (GL-01) 07 92 00 JOINT SEALANT

NOT FOR CONSTRUCTION

Project Number

05.1512.300

SLOPE 2%

Description

CURTAIN WALL ENLARGED ELEVATIONS Project Name

05 50 00 STEEL PLATE SEE STRUCTURAL

Security Building Scale 03-118818 DSA

09 29 00 GYP BD 05 40 00 COLD FORMED FRAMING

Project Number As indicated

05.1512.300

PER PLAN

2" GAP

A4.102 Description

5/8"

CURTAIN WALL ENLARGED ELEVATIONS

11 5/8" CMU Date

WEATHERED STEEL @ WINDOW NOTE: ALL EXPOSED BLOCK FACES SHALL RECEIVE SANDBLAST FINISH. TYPICAL FOR ALL CMU-01

Description

04/09/2018 DSA SUBMISSION

02 STEEL WINDOW - INTERIOR/EXTERIOR

03 30 00 CAST-IN-PLACE CONCRETE

SCALE: 3" = 1'-0"

Scale

As indicated SCALE: 3" = 1'-0" 04 22 00 CONC MASONRY UNIT (CMU-01)

CURTAINWALL - BASE OF WALL - GYP. ENCLOSURE

07 26 16 UNDER SLAB VAPOR BARRIER

500 South Figueroa Street Los Angeles, California 90071 United States

04 22 00 CONC MASONRY UNIT (CMU-01)

Project Name Seal / Signature

08 41 13 PAINTED ALUM BACK PAN 07 26 16 UNDER SLAB VAPOR 08 41 13 BARRIER ALUM-FRAMED STRFR (CW-01) SCHEDULED CEILING, REFER TO RCP 07 30 92 00 00 03 JOINT SEALANT CAST-IN-PLACE CONCRETE 07 62 00 SHEET METAL FLASHING

04 CMU - PARAPET

SCALE: 6" = 1'-0"

FOAMED-IN-PLACE INSULATION

Security Building DSA 03-118818

CURTAINWALL - BASE OF WALL - GYP. ENCLOSURE

05 CMU - DOOR THRESHOLD

07 21 19 TO A0.200 REFER

NOT FOR CONSTRUCTION

11 5/8" CMU

SCALE: 3" = 1'-0"

09 29 00 GYP BD 04 22 00 CONC MASONRY UNIT 05 40 00 (CMU-01) COLD FORMED FRAMING

Seal / Signature DSA Identification Stamp

07 26 16 NOTE: ALL EXPOSED BLOCK FACES SHALL RECEIVE UNDER SLAB VAPOR SANDBLAST FINISH. TYPICAL FOR ALL CMU-01 BARRIER

SCALE: 3" = 1'-0"

11 5/

NOTE: ALL EXPOSED BL SANDBLAST FINISH. TYP

02 STEEL WINDOW - INTE

CONCAVE JOINT, TYP

07 26 16 UNDER SLAB VAPOR BARRIER

SHIM

A4.000

2" GAP

3041 W AVE K LANCASTER, CA 93536

07 21 19 FOAMED-IN-PLACE INSULATION

DSA Identification Stamp

08 41 13 PAINTED ALUM STRFR BACK PAN ALUM-FRAMED (CW-01) 07 21 19 08 41 13 FOAMED-IN-PLACE ALUM-FRAMED STRFR 09 29 00 INSULATION (CW-01) GYP BD 07 92 00 05 40 00 JOINT SEALANT COLD FORMED FRAMING 07 62 00 SHEET METAL FLASHING

PER PLAN

5/8"

11 5/8" CMU

04 CMU - PARAPET

08 80 00 EXTERIOR GLAZING (GL-01) 07 54 2307 62 00 ROOFING S.S.MEMBRANE SHEET METAL FLASHING 08 44 00 CURTAIN WALL ASSEM GYP CAPTURE 07 92 00 JOINT SEALANT W/ BACKER ROD 08 41 13

SCALE: 3" = 1'-0"

Project Name

1' - 3" 1' - 0"

5' - 0 7/8"

09 29 00 20' - 4" GYP BD

2" GAP

PLAN

NOTE: ALL EXPOSED BLOCK FACES SHALL RECEIVE SANDBLAST FINISH. TYPICAL FOR ALL CMU-01

08 11 13 HOLLOW METAL DOOR AND FRAME SEE DOOR SCHEDULE

NOT FOR CURTAINWALL - BASE OF WALL - TYP. 4 CONSTRUCTION

05 40 00 COLD FORMED FRAMING

SCALE: 1/4" = 1'-0"

5/8"

CERAMIC FRIT SILK SCREENED #6 STANDARD DOT PATTERN 40% COVERAGE - 0.060" CLEAR SCALE: 3" = 1'-0" PVB - 1/4" STARPHIRE

07 26 16 UNDER SLAB VAPOR BARRIER

Seal / Signature

LEVEL 01 0' - 0"

04 22 00 CONC MASONRY UNIT (CMU-01)

ENLARGED ELEVATION - SOUTH COURTYARD

Description

PER 04/09/2018 DSA SUBMISSION

SCALE: 3" = 1'-0"

NOT FOR CONSTRUCTION 3

04 22 00 CONC MASONRY UNIT (CMU-01)

1/2"

TYP.

4 GLASS CURTAIN WALL BASE

05 75 00 WEATHERING STEEL WINDOW SURROUND (MTL-01)

Seal / Signature

Date

07 92 00 07 92 00 JOINT SEALANT W/ GL 0 2 ( I GU ) : JOINT SEALANT BACKER ROD • OB: 9/16" LAMINATE_1/4" STARPHIRE - 0.060" 07 62 00 CLEAR PVB - 1/4" SOLARBAN 72 ON STARPHIRE SHEET METAL FLASHING TERMINATION BAR LOW-E 03 30 00 • AS: 1/2" AIR GAP CAST-IN-PLACE • IB: 9/16" LAMINATE_1/4" STARPHIRE WITH WHITE CONCRETE

NOTE: ALL EXPOSED BLOCK FACES SHALL RECEIVE SANDBLAST FINISH. TYPICAL FOR ALL CMU-01

CW-01

4 A4.102

0' - 1" SANDBLAST FINISH

15' - 4"

W/ SHADOW BOX

ALIGN

________ ________ 02 A5.001

DSA Identification T.O. Stamp WALL

LEVEL 01 0' - 0"

SCHEDULED CEILING, REFER TO RCP

ABOVE OPENING

GL-01

1' - 3 5/8"

1/2"

________ ________ 01 A5.001

METAL PANEL INFILL WITH SPRINKLER PENETRATION

T.O. COPING 15' - 6"

DSA Identification Stamp

3' - 0" CLR.

FULL BLOCK COURSE

T.O. WALL 15' - 4"

GENERAL NOTES

REFER TO A0.200`

CW-01

12 24 13 ROLLER WINDOW SHADE

Description

04/09/2018 DSA SUBMISSION

GL 0 2 ( I GU ) : • OB: 9/16" LAMINATE_1/4" STARPHIRE - 0.060" 07 62 00 CLEAR PVB - 1/4" SOLARBAN 72 ON STARPHIRE SHEET METAL FLASHING 08 30 80 00 00 LOW-E 03 EXTERIOR GLAZING • AS: 1/2" AIR GAP CAST-IN-PLACE (GL-01) • IB: 9/16" LAMINATE_1/4" STARPHIRE CONCRETE EXTERIOR GLAZING TO BE GL01 U.N.O. WITH WHITE CERAMIC FRIT SILK SCREENED #6 STANDARD SHIM 07 26 16 40% COVERAGE - 0.060" CLEAR GL01DOT (IGPATTERN U) : UNDER SLAB VAPOR 08 41 13 PVB 1/4" STARPHIRE • OB: 3/8" SOLARBAN 72 ON STARPHIRE LOW-E BARRIER ALUM-FRAMED STRFR PREFINISHED COPING • AS: 1/2" AIR GAP (CW-01) • IB: 1/4" STARPHIRE

FOR OPENING SIZE

TYP.

11 5/8"

Date

07 92 00 JOINT SEALANT

A4.102

09 29 00 07 62 00 GYP BD S.S. SHEET METAL FLASHING 05 40 00 COLD FORMED FRAMING 07 21 19 FOAMED-IN-PLACE INSULATION

NOTE: ALL EXPOSED BLO SANDBLAST FINISH. TYPI

03 CMU - BASE OF WALL

01 STEEL WINDOW - EXT

SCALE: 3" = 1'-0"

04 22 00 CONC MASONRY UNIT (CMU-01)

WEST ELEVATION

REFER TO A0.200

FULL BLOCK COURSE ABOVE OPENING

GL-01

SCALE: 3" = 1'-0"

DSA Identification Stamp

1/2"

5' - 0 7/8"

3 PARAPET @ GLASS CURTAIN WALL

6' - 1"

W/ SHADOW BOX

1/4"

6' - 1"

GL-01

GL 0 1 ( I GU ) : • OB: 3/8" SOLARBAN 72 ON STARPHIRE LOW-E • AS: 1/2" AIR GAP • IB: 1/4" STARPHIRE

08 41 13 ALUM-FRAMED STRFR (CW-01)

ALIGN

SCALE: 1/4" = 1'-0"

8' - 8" B.O. MULL

6' - 1"

METAL PANEL INFILL WITH SPRINKLER PENETRATION

CURTAINWALL - PARAPET

07 21 19 FOAMED-IN-PLACE INSULATION

ALIGN

05 75 00 WEATHERING STEEL CANOPY. SLOPE 2% (MTL-01)

6' - 1"

SHIM

GENERAL NOTES EXTERIOR GLAZING TO BE GL01 U.N.O.

1/4"

6' - 1"

20' - 4"

ENLARGED ELEVATION - SOUTH COURTYARD

11 5/8"

8' - 8" B.O. MULL

6' - 1"

3' - 3 5/8" T.O. MULL

\\gensler.ad\Projects\RevitUserModels\20399\05.1512.300_AVC_Security_ARCH_v17_Scott_Hampton@gensler.com.rvt \\gensler.ad\Projects\RevitUserModels\20399\05.1512.300_AVC_Security_ARCH_v17_Scott_Hampton@gensler.com.rvt 4/6/2018 12:29:37 PM 4/6/2018 12:29:37 PM

11 5/8"

04 22 00 CONC MASONRY UNIT (CMU-01)

1/2"

6' - 1"

07 62 00 SHEET METAL GUTTER. SLOPE 2% TO DOWNSPOUT

5' - 0 7/8"

1/2"

6' - 1"

3' - 0" CLR.

WALL SECTION - EXT. STEEL WINDOW CANOPY 01 WALL SECTION - SCREEN W/02 SCALE: 3/4" = 1'-0"

6' - 1"

1/2"

8' - 8" B.O. MULL

6' - 1"

________ ________ 5 A4.102

CONC SOG; SEE CIVIL AND LANDSCAPE LEVEL 01 0' - 0"

6' - 1"

3 A4.102

________ ________ 07 A5.002

12 24 13 ROLLER WINDOW SHADE

6' - 1"

T.O. WALL 15' - 4"

SPRINKLER WITH 3 CONCEALED HEAD TO A4.102 MATCH MTL-01 SEE FS-XXX SERIES 4 CENTER WITHIN PANEL A4.102

08 80 00 EXTERIOR GLAZING (GL-01)

6' - 1"

1/2"

8' - 8" B.O. MULL

5' - 0 7/8"

12 24 13 ROLLER WINDOW SHADE

05 12 00 STRUCT STEEL

6' - 1"

46' - 6" 11 5/8"

08 41 13 ALUM-FRAMED STRFR (CW-01)

6' - 1"

1' - 3 5/8"

04 A5.003

04 20 00 CONC MASONRY UNIT (CMU-01) 12 24 13 ROLLER 08 80 00 WINDOW SHADE EXTERIOR GLAZING (GL-01)

0' - 1" SANDBLAST FINISH

05 40 00 COLD FORMED FRAMING

6' - 1"

SCALE: 3" = 1'-0"

1/4" REFER TO CURTAINWALL ELEVATION REFER TO CURTAINWALL ELEVATION

11' - 3"

6' - 1"

CURTAINWALL - PARAPET

20' - 4"

\\gensler.ad\Projects\RevitUserModels\20399\05.1512.300_AVC_Security_ARCH_v17_Scott_Hampton@gensler.com.rvt

T.O. STEEL

05 75 00 5' - 0 7/8" 6' - 1" WEATHERING STEEL ________ ________ 03 (MTL-01) A5.003 08 41 13 PAINTED ALUM BACK PAN

CONCAVE JOINT, TYP

4/6/2018 12:29:45 PM

11 5/8"

MIN SLOPE 1/4" / 1'-0" 05 75 00 WEATHERING STEEL (MTL-01)

46' - 6"

04 A4.000

PAINTED ALUM BACK PAN

08 80 00 EXTERIOR GLAZING (GL-01)

12 24 13 ROLLER WINDOW SHADE

T.O. ROOF DECK 13' - 6"

05 12 00 STRUCT STEEL FRAMING

Description

04/09/2018 DSA SUBMISSION

07 54 23 ROOFING MEMBRANE

07 54 23 ROOFING MEMBRANE ________ ________ 3 A4.102

Date

04/09/2018 DSA SUBMISSION PREFINISHED COPING

T.O. WALL 15' - 4"

07 54 23 ROOFING MEMBRANE

08 41 13 PAINTED ALUM BACK PAN

2' - 6" 1' - 0"

07 54 23 ROOFING MEMBRANE 07 21 00 THERMAL INSULATION T.O. ROOF DECK 08 41 13 13' - 6"

PREFINISHED COPING

T.O. WALL 15' - 4" 08 41 13 ALUM-FRAMED STRFR (CW-01)

05 40 00 COLD FORMED FRAMING 07 21 00 THERMAL INSULATION

________ ________ 04 A5.001 Description

2' - 6" 1' - 0"

PREFINISHED COPING T.O. WALL 15' - 4"

EXTERIOR SHEATHING

SLOPE 1/4" / 1'-0"

GENERAL NOTES

Tel 213.327.3600 Fax 213.327.3601

ALIGN

GENERAL NOTES

500 South Figueroa Street Los Angeles, California 90071 United States

07 08 54 80 23 00 ROOFING MEMBRANE EXTERIOR GLAZING (GL-01) 06 16 00

EXTEND OPENING ONE BLOCK COURSE AT DOORWAY

TE Y

SHEET NOTES

07 13 26 SELF-ADHERED HIGH TEMP FLEXIBLE FLASHING

ANTELOPE VALLEY COLLEGE CAMPUS SECURITY BUILDING

CONSTRUCTION IMAGES

ANTELOPE VALLEY COLLEGE CAMPUS SECURITY BUILDING

BUILT IMAGES

GOVERNOR GEORGE DEUKMEJIAN COURTHOUSE LOS ANGELES COUNTY COURTHOUSE

The New Long Beach Courthouse located in Long Beach California is a 531,000 SF courthouse with an gated courtyard, 31 courtrooms and accessory retail space. Quality Control/Quality Assurance of Construction - Daily observation of constructability for all major construction scope

NEW LOS ANGELES US COURTHOUSE LOS ANGELES COURTHOUSE

The Los Angeles US Courthouse is a 138,000 SF 10 story floating cube in the heart of downtown. Quality Control/Quality Assurance of Construction - Daily observation of constructability for all major construction scope

EF INTERNATIONAL LANGUAGE CAMPUS LANGUAGE CAMPUS

SITE PLAN

EFEKTA GROUP, INC. 3150 Bear St. Costa Mesa, CA 92626

210' - 10"

TRASH 3202 140 SF 5' - 0"

3-3

24' - 4"

DORM 3206 221 SF

DORM 3208 221 SF

3-4

24' - 4"

DORM 3212 221 SF

DORM 3210 221 SF

3-5

24' - 4"

WOMEN'S BATHROOM 3214 448 SF

3-6 16' - 2"

3-7

24' - 4"

RA BATHROOM 3218 89 SF

MEN'S BATHROOM 3216 453 SF

JAN 3220 57 SF

LINEN 3222 58 SF

3-8

24' - 4"

3-10

24' - 4"

3-11

24' - 4"

500 South Figueroa Street Los Angeles, California 90071 United States

3-A

STAIR B STR 3-2B 218 SF

RA BEDROOM 3224 221 SF

DORM 3226 221 SF

DORM 3219 220 SF

DORM 3221 220 SF

DORM 3228 221 SF

DORM 3230 221 SF

LUGGAGE 3232 222 SF

Tel 213.327.3600 Fax 213.327.3601

19' - 6 7/8"

STAIR A STR 3-2A 212 SF

MAIN ENTRANCE

3-2

24' - 4"

19' - 5"

3-1

DORM 3201 227 SF

DORM 3205 220 SF

DORM 3203 214 SF

19' - 5 5/16"

6' - 2"

DORM 3207 220 SF

DORM 3209 220 SF

DORM 3211 220 SF

04 03-A2.100

STUDENT LOUNGE 3215 764 SF

DORM 3213 223 SF

LAUNDRY 3217 153 SF

DORM 3223 220 SF

DORM 3225 220 SF

DORM 3227 220 SF

DORM 3229 217 SF

19' - 6 7/8"

5' - 0"

CIRCULATION 3234 1287 SF

45' - 3 3/4"

4' - 10"

1' - 3"

The project includes the development of an EF Education First: International Language Campus, 3-B 3-C which would include renovation of the existing three-story, 68,000 SF building to create approximately 50 classrooms, a student services area, cafeteria, and faculty/staff offices; the development of up to three residential buildings; surface parking areas; and recreational facilities 3-D and landscaping. The project includes the addition of 87,000 square feet of new buildings on the project site. ELEC/ IDF 3204 85 SF

Job Captain / Technical Designer - Developed exterior envelope detailing - Managed and developed construction documentation

OVERALL PLAN - LEVEL 02

SCALE: 3/32" = 1'-0"

02 Date

Description

1 03/04/2019 SCHEMATIC DESIGN SUBMITTAL 2 05/11/2019 50% DESIGN DEVELOPMENT 3 06/28/2019 DESIGN DEVELOPMENT: PROGRESS

FLOOR PLAN - TYPICAL 210' - 10"

3-1

3-2

24' - 4"

3-3

24' - 4"

3-4

24' - 4"

3-5

16' - 2"

3-6

24' - 4"

3-7

3-8

3-10

48' - 8"

3-11

24' - 4"

03-A2.100 01

DORM 3112 223 SF

JAN 3118 57 SF

UP DORM 3103 222 SF

DORM 3126 221 SF

DORM 3128 221 SF

DORM 3130 221 SF

LUGGAGE 3132 162 SF ELEV CONTR 3131 75 SF

CIRCULATION 3133 1286 SF

03-A2.100 03 DORM 3101 224 SF

LINEN 3122 58 SF

DORM 3105 222 SF

DORM 3107 223 SF

DORM 3109 222 SF

DORM 3111 222 SF

DORM 3113 222 SF

LOUNGE 3115 685 SF

LAUNDRY 3117 153 SF

04 03-A2.100 DORM 3119 223 SF

DORM 3121 222 SF

DORM 3123 223 SF

DORM 3125 223 SF

DORM 3127 223 SF

DORM 3129 220 SF

3-B 3-C

45' - 3 3/4"

DORM 3110 222 SF

3-A

STAIR B STR 3-1B 209 SF

19' - 6 7/8"

DORM 3108 222 SF

5' - 0"

DORM 3106 221 SF

RA BEDROOM 3124 221 SF

6' - 2"

ELEC / IDF 3104 123 SF

RA BATHROOM 3120 91 SF

MEN'S BATHROOM 3116 469 SF

WOMEN'S BATHROOM 3114 454 SF

19' - 6 7/8"

TRASH 3102 106 SF

19' - 5"

STAIR A

3-D

Seal / Signature

02 03-A2.100

NOT FOR CONSTRUCTION

CAST IN PLACE CONCRETE SLAB

09 24 00 EXTERIOR CEMENT PLASTER

09 24 00 BUILDING PAPER

05 40 00 FRAMING DEFLECTION CLIP

T.O. MECHANICAL SCREEN 28' - 0" 05 40 00 4" METAL FRAMING STUD

SHIM

LANGUAGE CAMPUS

09 24 00 BUILDING PAPER

EXTERIOR 07 21 13 2” POLYISOCYANURATE BOARD INSULATION

INTERIOR

BONDING ADHESIVE REQUIRED BETWEEN MEMBRANE & INSULATION 3150 Bear St. FOR FULLY ADHESIVE SYSTEMS

Costa Mesa, CA 92626 07 22 17 ROOFING COVER BOARD

EFEKTA GROUP, INC.

05 40 00 09 24 00 6" COLD-FORMED METAL FRAMING EXTERIOR CEMENT PLASTER 07 21071321 00 EXTERIOR THERMAL INSULATION 2” POLYISOCYANURATE BOARD INSULATION

07 22 00 TAPERED ROOF INSULATION

05 40 00 INTERIOR

FRAMING DEFLECTION CLIP

03 30 00 CAST IN PLACE CONCRETE 3150 Bear St. ROOF DECK

07 27 27 SELF-ADHERED WATER BARRIER

07 21 13 2” POLYISOCYANURATE BOARD INSULATION

TRANCE

SCALE: 3" = 1'-0" H SCHED SH SCHED

05 40 00 6" COLD-FORMED METAL FRAMING

03 30 00 058"40 00 IN PLACE CONCRETE CAST 6" COLD-FORMED METAL FRAMING 05 40 00 4" METAL FRAMING STUD

06 16 00 5/8" EXTERIOR SHEATHING08BOARD 51 13 ALUMINUM WINDOWS

J-BEAD ROLLER SHADE, WHERE OCCURS, REFER TO RCP 07 92 00 07 21 00 CAULKING THERMAL INSULATION

09 24 00 METAL LATH 08 51 13 ALUMINUM WINDOWS 09 24 00 BUILDING PAPER

TRANCE AB SCALE: 3" = 1'-0"

06 16 00 5/8" EXTERIOR SHEATHING BOARD

INTERIOR

05SCALE: 40 00 3" = 1'-0" 07 92 00 4" METAL FRAMING STUD CAULKING J - BEAD J-BEAD

08 51 13 08 51 13 ALUMINUM WINDOWS ALUMINUM WINDOWS

07 62 00 SHEET METAL 09 24SILL 00 BUILDING PAPER SHIM 06 16 00 5/8" EXTERIOR SHEATHING BOARD 09 24 00 EXTERIOR 07 27 27 EXTERIOR CEMENT PLASTER SELF-ADHERED WATER BARRIER 09 24 00 METAL LATH 07 21 13 08 51 13 2” POLYISOCYANURATE BOARD INSULATION 09 24 00 ALUMINUM WINDOWS BUILDING PAPER

H SCHED ISH SCHED

LAB

SH SCHED

LOBBY

CALE: 3" = 1'-0"

EXTERIOR CEMENT PLASTER STUD WALL AT WINDOW SILL

SHEET METAL 07 27SILL 27 SELF-ADHERED WATER BARRIER SHIM 07 21 13 2” POLYISOCYANURATE BOARD INSULATION 09 24 00

3" = 1'-0"

Tel 213.327.3600 Fax 213.327.3601

03-A5.300

1" REVEAL, SEE OVERALL ELEVATION FOR LOCATIONS

05 40 00 SCALE: 3" = 1'-0" 4" METAL FRAMING STUD

09 24 00 EXTERIOR METAL LATH

LEVEL 02 10' - 6"

07 21 00 THERMAL INSULATION

LEVEL 02 10' - 6"

Date

Description

1 03/04/2019 SCHEMATIC DESIGN SUBMITTAL 3 06/28/2019 DESIGN DEVELOPMENT: PROGRESS

________ ________ 03 03-A5.300

Description

02 02

EXTERIOR CEMENT PLASTER STUD WALL AT WINDOW SILL 07 21 00 05 40 00

THERMAL INSULATION 3" = 1'-0" SCALE: METAL 6" COLD-FORMED FRAMING

Date

08 51 13 ALUMINUM WINDOWS

Description

1 03/04/2019 SCHEMATIC DESIGN SUBMITTAL 3 06/28/2019 DESIGN DEVELOPMENT: PROGRESS

09 29 00 5/8” GYPSUM BOARD, SEE FINISH SCHED

INTERIOR

07 21 00 THERMAL INSULATION 05 40 00 6" COLD-FORMED METAL FRAMING

1" REVEAL, SEE OVERALL ELEVATION FOR LOCATIONS

SHIM 09 29AT 00 BASE, TYP 5/8” GYPSUM BOARD, SEE FINISH SCHED

EXTERIOR CEMENT PLASTER STUD WALL AT WINDOW SILL

BUILDING PAPER 06 16 00 06 16 00 5/8" EXTERIOR SHEATHING BOARD 5/8" EXTERIOR SHEATHING BOARD 09 22 36 WEEP SCREED 07 21 13 EXTERIOR 2” POLYISOCYANURATE BOARD INSULATION

07 21 13 SLOPE 2” POLYISOCYANURATE BOARD INSULATION

CURB HEIGHT, TYP

07 21 00 SCALE: 3" = 1'-0" THERMAL INSULATION

07 27 27 SELF- ADHERED WATER BARRIER 09 24 00 EXTERIOR CEMENT PLASTER 06 16SLOPE 00 09 24 00 5/8" EXTERIOR SHEATHING BOARD METAL LATH J-BEAD 09 22 36 WEEP SCREED 09 24 00 07 62 00 BUILDING PAPER STAINLESS STEEL FLASHING 06 16 00 5/8" EXTERIOR SHEATHING BOARD

LEVEL 02 10' - 6"

1 03/04/2019 SCHEMATIC DESIGN SUBMITTAL 3 06/28/2019 DESIGN DEVELOPMENT: PROGRESS

05INTERIOR 40 00 6" COLD-FORMED METAL FRAMING

09 24 00 BUILDING PAPER 09 24 00 EXTERIOR CEMENT PLASTER 06 16 00 09 24 00 5/8" EXTERIOR SHEATHING BOARD METAL LATH 07 27 27 09 24 00 SELF-ADHERED WATER BARRIER EXTERIOR BUILDING PAPER 07 21 13 06 16 00 2” POLYISOCYANURATE BOARD INSULATION 5/8" EXTERIOR SHEATHING BOARD 09 24 00 07 21 13 EXTERIOR CEMENT PLASTER 2” POLYISOCYANURATE BOARD INSULATION 09 24 00 METAL LATH 07 27 27 SELF- ADHERED WATER BARRIER 09 24 00

INTERIOR

Seal / Signature

SHIM AT BASE, REFER TYP SCHED FLOOR, TO FINISH PLAN 05 40 00 6" COLD-FORMED METAL FRAMING

09 29 00 5/8” GYPSUM BOARD, SEE FINISH SCHED 07 21 00 THERMAL INSULATION SCHED FLOOR, REFER TO FINISH PLAN

SCALE: 1/2" = 1'-0"

SLOPE

LEVEL 01 FOR NOT 0' - 0" CONSTRUCTION

SLOPED EXTERIOR LANDSCAPING

LEVEL 01 0' - 0"

NOT FOR CONSTRUCTION

Project Name

EXTERIOR CEMENT PLASTER STUD WALL BASE

09 22 36 WEEP SCREED

________ ________ 02 03-A5.300

SLAB ON GRADE, SEE STRUC

Seal / Signature

EF INTERNATIONAL LANGUAGE CAMPUS COSTA MESA

SHIM AT BASE, TYP

07 27 27 J-BEAD SELF- ADHERED WATER BARRIER 07 62 00 06 16 00 STAINLESS STEEL FLASHING 5/8" EXTERIOR SHEATHING BOARD

________ ________ 02 03-A5.300

07 21 13 2” POLYISOCYANURATE BOARD INSULATION

Date

09 29 00 5/8” GYPSUM BOARD, SEE FINISH SCHED

LEVATION 2 - BUILDING #03 LATION

Scale 500 South Figueroa Street Los Angeles, California 90071 United States

THERMAL J - BEAD INSULATION

06 16 00 5/8" EXTERIOR SHEATHING BOARD 07 62 00

CURB HEIGHT, TYP

T.O ROOF ROOFING

1' - 0" T.O ROOF SLAB TO

SCALE: 3" = 1'-0" EQUIRED & INSULATION SYSTEMS

05 40 00 6" COLD-FORMED METAL FRAMING 07 92 00 07CAULKING 21 00

T.O. ROOFING

1' - 0" T.O PARAPET TO

T.O ROOF SLAB TO 1' - 0" T.O PARAPET TO 1' - 0" T.O ROOF TO 1' - 0"TO 1' - 0"SLAB T.O PARAPET T.O ROOF ROOFING T.O ROOF ROOFING T.O. ROOFING T.O. ROOFING

@IDELOBBY

ARD

08 51 13 ALUMINUM WINDOWS

EXTERNAL WALL/WINDOW DETAILS

1" REVEAL, SEE OVERALL ELEVATION FOR LOCATIONS

09 29 00 INTERIOR 5/8” GYPSUM BOARD, SEE FINISH SCHED

LOBBY

SCALE: 3" = 1'-0"

ARAPET

Description

KEY PLAN

07 21 00 05 40 00 INSULATION THERMAL 4" METAL FRAMING STUD

EXTERIOR CEMENT PLASTER

NG ELF-ADHERED

ISH SCHED OR

REQUIRED E & INSULATION E SYSTEMS CALE: 3" = 1'-0"

Project Number

05.9948.500

INTERIORCAULKING 05 40 00 4" METAL FRAMING STUD 07 92 00 09 29 00 CAULKING 5/8” GYPSUM BOARD, SEE FINISH SCHED J - BEAD 05 40 00 3" FRAMING = 1'-0" SCALE: 6" COLD-FORMED METAL

08 51 13 09 24 00 ALUMINUM WINDOWS EXTERIOR CEMENT PLASTER

RETE

07 92 00

07 62 00 SHEET EXTERIOR METAL SILL

EXTERIORMETALCEMENT PLASTER STUD WALL AT WINDOW HEADER 09 24 00 LATH

RATION

SCALE: 3" = 1'-0"

07SCALE: 92 00 3" = 1'-0" CAULKING

SHIM

RIDE RD

EXTERIOR CEMENT PLASTER STUD WALL BASE

ROLLER SHADE, WHERE OCCURS, REFER TO RCP

SH SCHED

TOR ATION EQUIRED & INSULATION ETE SYSTEMS

Tel 213.327.3600 Fax 213.327.3601

ROOF LEVEL 21' - 0"

EF INTERNATIONAL LANGUAGE CAMPUS COSTA MESA

05 40 00 EXTERIOR CEMENT PLASTER STUD WALL AT WINDOW J-BEAD HEADER 6" COLD-FORMED METAL FRAMING 03

EXTERIOR

RD SELF-ADHERED

500 South Figueroa Street Los Angeles, California 90071 SCALE: 3" = 1'-0" United States

________ ________ 04 03-A5.300

________ ________ 03 03-A5.300

Project Name

09 29 00 05 40 00 5/8” GYPSUM BOARD, SEE FINISH SCHED 4" METAL FRAMING STUD

EXTERIOR CEMENT PLASTER STUD WALL AT WINDOW HEADER

NOT FOR CONSTRUCTION

07 62 00 STAINLESS STEEL FLASHING

07 21 00 05 40 00 THERMAL INSULATION FRAMING DEFLECTION CLIP ROLLER SHADE, WHERE 09 29 00 REFER TO RCP OCCURS, 5/8” GYPSUM BOARD, SEE FINISH SCHED

DE SELF-ADHERED

SCHED FLOOR, REFER TO FINISH PLAN

BLDG #03

09 29 00 5/8” GYPSUM BOARD, SEE FINISH SCHED

09 24 00 BUILDING PAPER 09 24 00 EXTERIOR CEMENT PLASTER 06 16 00 5/8" EXTERIOR SHEATHING BOARD 07 21 13 2” POLYISOCYANURATE BOARD INSULATION 09 24 00 METAL07LATH 27 27 SELF-ADHERED WATER BARRIER 09 24 00 BUILDING PAPER

RANCE

G CALE: 3" = 1'-0"

SLOPE

T.O. PARAPET 23' - 0"

1" REVEAL, SEE OVERALL ELEVATION FOR LOCATIONS

Seal / Signature

8" CAST IN PLACE CONCRETE

GENERAL NOTES

H SCHED

09 22 36 WEEP SCREED

03 30 00 INTERIOR THERMAL INSULATION

09 24 00 METAL LATH

H SCHED

07 27 27 SELF- ADHERED WATER BARRIER 06 16 00 5/8" EXTERIOR SHEATHING BOARD

07 21 00

EXTERIOR

Tel 213.327.3600 Fax 213.327.3601

EFEKTA GROUP, INC. Bear St. EXTERIOR CEMENT PLASTER3150 PARAPET Costa Mesa, CA 92626 04

07 27 27 SELF-ADHERED WATER BARRIER

500 South Figueroa Street Los Angeles, California 90071 United States

05 40 00 FRAMING DEFLECTION CLIP

05 40 00 6" COLD-FORMED METAL FRAMING

SHIM AT BASE, TYP

J-BEAD

Costa Mesa, CA 92626

03 30 00 8" CAST IN PLACE CONCRETE

09 24 00 EXTERIOR CEMENT PLASTER

06 16 00 5/8" EXTERIOR SHEATHING BOARD

BLDG #02

5/8" 5/8" 7/8"

07 27 27 SELF- ADHERED WATER BARRIER

AB3" = 1'-0"

EFEKTA GROUP, INC.

06 16 00 5/8" EXTERIOR SHEATHING BOARD

07 21 00 THERMAL INSULATION

ROOF LEVEL 07 21 13 21' - 0" 2” POLYISOCYANURATE BOARD INSULATION

T.O ROOF ROOFING

10 3/4"

HOT AIR WELD

LAP

09 24 00 EXTERIOR CEMENT PLASTER

09 29 00 5/8” GYPSUM BOARD, SEE FINISH SCHED

09 24 00 BUILDING PAPER

1/2"

06 16 00 5/8" EXTERIOR SHEATHING BOARD

PLAN

ROOF LEVEL 21' - 0"

07 62 00 COPING

05 40 00 6" COLD-FORMED METAL FRAMING

09 24 00 METAL LATH

GASKETED FASTENER

CEMENT PLASTER ELEVATION

INTERIOR

09 24 00 EXTERIOR CEMENT PLASTER

T.O. ROOFING

09 24 00 METAL LATH

1' - 0" T.O PARAPET TO

07 54 19 POLYCOVINYL-CHLORIDE ROOFING

1' - 0" T.O ROOF SLAB TO

GRID

7" TO STRUCTURAL

5/8"

06 16 00 5/8" EXTERIOR SHEATHING BOARD

09 24 00 EXTERIOR CEMENT PLASTER

BRIOR

T.O. PARAPET 23' - 0"

EXTERIOR

BUTYL TAPE SEPARATOR

07 62 00 COPING

H SCHED

SCALE: 3" = 1'-0"

07 27 27 HIGH TEMPURATURE SELF-ADHERED WATER BARRIER

07 62 00 SHEET METAL

H SCHED

EXTERIOR CEMENT PLASTER STUD WALL AT WINDOW SILL

T.O. PARAPET 23' - 0"

09 22 16 Z-FURRING CHANNEL

4" - 6"

07 21 00 THERMAL INSULATION

06 16 00 5/8" EXTERIOR SHEATHING BOARD

SCALE: 3" = 1'-0"

09 24 00 BUILDING PAPER

Description

07 21 13 2” POLYISOCYANURATE BOARD INSULATION

WALL EXTERIOR CEMENT PLASTER STUD WALL AT SECTION WINDOW HEADER @ LOBBY

RIOR

Date

1 03/04/2019 SCHEMATIC DESIGN SUBMITTAL 3 06/28/2019 DESIGN DEVELOPMENT: PROGRESS

05 40 00 6" COLD-FORMED METAL FRAMING

07 27 27 SELF-ADHERED WATER BARRIER

EXTERIOR WALL DETAILS 08

09 29 00 5/8” GYPSUM BOARD, SEE FINISH SCHED

09 24 00 METAL LATH

09 29 00 5/8” GYPSUM BOARD, SEE FINISH SCHED

3-D

05 40 00 4" METAL FRAMING STUD

09 24 00 EXTERIOR CEMENT PLASTER

05 40 00 COLD FORMED METAL FRAMING

08 51 13 ALUMINUM WINDOWS

SH SCHED

3-7

J - BEAD

07 62 00 SHEET METAL SILL

J-BEAD

07 92 00 CAULKING

CURB HEIGHT, TYP

07 27 27 SELF-ADHERED WATER BARRIER

07 92 00 CAULKING

3" = 1'-0"

INTERIOR

08 51 13 ALUMINUM WINDOWS

EF INTERNATIONAL LANGUAGE CAMPUS 06 16 00 5/8" EXTERIOR SHEATHING BOARD

EXTERIOR

PLAN

EXTERIOR

7/8" 5/8"

5/8"

10 3/4"

09 24 00 METAL LATH

SCALE: 3" = 1'-0"

SCHED FLOOR, REFER KEY PLAN TO FINISH PLAN

Project Number

05.9948.500 Project Name Seal / Signature Description

EF INTERNATIONAL LANGUAGE EXTERNAL WALL/WINDOW DETAILS CAMPUS COSTA MESA Project Number

NOT FOR

EAST WALL ELEVATION 1 - BUILDING #03

SCALE: 1/2" = 1'-0"

EAST WALL SECTION 1 - BUILDING #03

SCALE: 1/2" = 1'-0"

ANTELOPE VALLEY COLLEGE

STUDENT COMMONS BUILDING

Floor Plan

Level 1

PROJECT LAYOUT

EXTERIOR DETAILS EXTERIOR WALL & ROOF SECTION

FLOOR PLAN LEVEL 01

05 31 00 METAL DECK W/ INSULATING CONCRETE FILL PER UL P907

PHONE-BANKDOC.-SCANNING (STUDENT-WRKS) BOILER

07 54 23 METAL COPING CLAD W/ ROOFING MEMBRANE

A DEAN

DEAN ADMIN. ASSIST.

ANALYST TECH ANALYST

CONFERENCE ROOM

MECHANICAL ROOM

SPECIALIST

CLERICAL III BDF

ACCT ASST

SAFE /COPY STORAGE AREA

STUDENT WORKER

SHARED-SUPERVISED (10 COMP)

ACCT ASST II SUPERVISOR

T.O. ROOF DECK HIGH 29' - 2"

STUDENT WORKER

EXPRESS COUNSEL

TECH I

STUDENT WORKER

DIRECTOR

PROG SPECIALIST

CLERICAL III

TECH I

STORAGE

PROG SPECIALIST

CLERICAL III

TECH II

TECH I

SECURED STORAGE

STUDENT WORK AREA

CLERICAL III

2' - 8"

TECH I

FLEX ATTEND+ ACCTG TECH ATTEND+ ACCTG TECH ATTEND+ ACCTG TECH

SHARED SUPERVISED (4 COMP)

TECH III

TECH II

COUNTER

COUNTING ROOM

SPECIALIST

TECH III

GRAD COORDINATORS

TRANSCRIPT/ RECORD TECH

SHARED COPY + STORAGE ROOM

SPECIALIST

07 54 23 ROOFING MEMBRANE TECH III

TECH III

10"

T.O. PARAPET HIGH 30' - 0"

STAIR

CLERICAL III

DIRECTOR

________ ________ 04 A5.001

ELECTRICAL

TRANSCRIPT/ RECORD TECH

DEAN STUDENT WORKER

DIRECTOR

WELCOME DESK

LOBBY

07 48 00 RAINSCREEN ATTACHMENT SYSTEM

05 75 00 WEATHERING STEEL (MTL-1)

COUNTER

DEAF SERV. CLERICAL III COORDINATOR COUNTER CLERICAL III

05 40 00 COLD-FORMED METAL FRAMING

SSSP COUNSELOR

TESTING ROOM OSD ASSESS.(24)

COUNSELOR

TESTING RM

FLEX OFFICE

ELEVATOR

COUNSELOR (ADJ.)

HI-TECH LAB

TESTING RM

RESTROOMS MALE

ALL GENDER RESTROOM COORDINATOR

RESOURCE CENTER

09 24 00 CEMENT PLASTER SOFFIT

CUSTODIAL WET

IDF

QUIET ROOM

COPY / STORAGE

TESTING RM

07 71 00 PREFIN. ALUM. COPING; MATCH

Floor Plan

SOILED UTILITY

NURSE

LEVEL 02 15' - 0" ________ ________ 09 A5.002

DIRECTOR

DIRECTOR -FYE 210

04 22 00 CMU-1 VENEER BLOCK, STACK BOND, SSD

________ ________ 03 A5.002

08 44 13 GLAZED ALUMINUM STOREFRONT

________ ________ 07 A5.002

________ ________ 05 A5.002

COPY/ STORAGE

T.O. ROOF DECK 11' - 4" 05 31 00 CONCRETE FILLED METAL DECK; SSD

COUNSELOR

ED ADVISOR

COUNSELOR COUNSELOR

COUNSELOR

05 75 00 WEATHERING STEEL (MTL-1)

COUNSELOR CAREER TRANSFER CENTER

WORKSHOP STORAGE WORKSHOP ROOM (40)

TRANSFER CENTER COORD

09 51 13 ACOUSTICAL PANEL CEILING; REFER TO RCP

STAIRS

SHARED MEETING ROOM (16)

ELECTRICAL

LOCKERS

CAREER CENTER COORD

STUDENT WORKER CLERICAL II

COUNSELOR

05.1512.200 | October 07 48 0018, 2017 | PAGE 29 COUNSELOR

COUNSELOR

ED ADVISOR

UNIVERSITY REP

CLERICAL III

RAINSCREEN ATTACHMENT SYSTEM

COUNSELOR

CLERICAL II

UNIVERSITY REP

COUNTER

04 22 00 CMU-1 STACK BOND WALL; SSD

________ ________ 06 A5.002

DEAN ADMIN ASST

CLERICAL II

07 48 00 EXPOSED FASTENER, COLOR TO MATCH (MTL-1)

CLERICAL III COUNSELOR

COUNSELOR

TECH ANALYST

IDF

ROLLER SHADE; REFER TO RCP

04 22 00 CMU-1 VENEER BLOCK, STACK BOND, SSD

07 21 00 BATT INSULATION 08 44 13 GLAZED ALUMINUM CURTAIN WALLS

OPEN TO BELOW

04 22 00 VENEER ANCHOR

OPEN TO BELOW

07 21 00 RIGID INSULATION

________ ________ 03 A5.002 RESTROOMS FEMALE

CALWORKS WAITING AREA

CLERICAL III COUNSELOR

03 30 00 CAST-IN-PLACE CONCRETE SLAB ON 07 26 16 SSD GRADE, UNDER SLAB VAPOR BARRIER

INTERIOR FLOOR FINISH; REFER TO FINISH PLAN SEALANT AND COMPRESSIBLE FILLER; COLOR TBD CONCRETE SOG; SEE CIVIL AND LANDSCAPE

LEVEL 01 0' - 0"

STAR

EOPS

COUNSELOR

ED ADVISOR EOPS TECH II

EOPS TECH II

TECH I

EOPS TECH II

EOPS SPECIALIST

TECH I

EOPS CLERICAL III

STAR CLERICAL III

STAR DIRECTOR

LEVEL 01 0' - 0" COUNSELOR

SHARED-COMPUTER STATIONS

COUNSELOR

SHARED-COMPUTER STATIONS FLEX CONF.

CONCRETE FOOTING AND SLAB; SSD

TECH ANALYST

CALWORKS DIRECTOR

IDF

COPY/STORAGE STD WKRS WORKSPACE

STAIRS

RESTROOMS MALE

CUSTODIAL WET

COUNSELOR-PT CLERICAL III

EOPS DIRECTOR

ALL GENDER RESTROOM

PROG. COORD COUNSELOR-PT

06 16 00 GLASS-MAT SHEATHING 05 40 00 COLD-FORMED METAL FRAMING

ELEVATOR

PRIDE COUNSELOR

COUNTY AGENT

CALWORKS

CUSTODIAL STORAGE

STAFF RESTROOM

09 29 00 GYP. BOARD STAFF RESTROOM

________ ________ 04 A5.002

STAFF LOUNGE

03 30 00 CAST-IN-PLACE CONCRETE SLAB ON GRADE, SSD

BELOW GRADE WATERPROOFING

07 26 16 UNDER SLAB VAPOR BARRIER

04 NORTH CURTAIN WAILL & BLOCK SCREEN 03 SOUTH FACADE CURTAIN WALL SCALE: 1/2" = 1'-0"

SCALE: 1/2" = 1'-0"

02 SOUTH OVERHANG

SCALE: 1/2" = 1'-0"

05.1512.200 | October 18, 2017 | PAGE 30

EAST ELEVATION

CIRCULATION 201

DEAN

12' - 0"

12 24 13 ROLLER WINDOW SHADE

LEVEL 01 0' - 0"

MEDICAL RECORDS/ STOR.

3' - 0"

07 54 23 ROOFING

09 51 13 ACOUSTICAL PANEL CEILING, REFER TO RCP \\gensler.ad\Projects\RevitUserModels\20399\05.1512.200_AVC_Commons_ARCH_v17_Scott_Hampton@gensler.com.rvt

08 44 13 GLAZED ALUMINUM STOREFRONT

CLERICAL

VETERANS OUTDOOR SPACE

05 75 00 WEATHERING STEEL (MTL-1)

BIRD CONTROL DEVICES; ELECTRONIC REPELLERS. REFER TO CAMPUS DESIGN HANDBOOK

07 71 00 PREFINISHED ALUM COPING; MATCH WEATHERING STEEL COLOR

4/20/2018 3:39:45 PM

MENTAL HEALTH OFFICE

12 24 13 ROLLER WINDOW SHADE

BIRD CONTROL DEVICES; ELECTRONIC REPELLERS. REFER TO CAMPUS DESIGN HANDBOOK

FLOOR PLAN LEVEL 02

SOUTH WALKWAY

BUILDING ELEVATIONS

EXAM ROOM

05 31 00 METAL DECK W/ INSULATING CONCRETE FILL PER UL P907

T.O. ROOF DECK MID 14' - 4"

October 18, 2017

MENTAL HEALTH OFFICE

07 54 23 ROOFING MEMBRANE

T.O. PARAPET MID 16' - 8"

The Student Commons Building is one of several buildings which are part of a master STUDENT CENTER | VIEW FROM SOUTHWEST plan located on the campus of Antelope Valley College located in Lancaster California. The 47,250 SF building is situated at the center of campus which includes a food servery, book store and student activities center. The exterior facade is a combination of concrete masonry units, weathered steel and glass curtain wall. The interior program gives shape to the building and allows for an exterior courtyard. The double height dining area faces the atrium and is separated by 30’ glass curtain wall that creates a pleasant indoor/outdoor experience for students.

SMALL CONFERENCE RM

STAIRS

09 51 13 ACOUSTICAL PANEL CEILING, REFER TO RCP

EXAM ROOM

LOBBY

DIRECTOR

ALT MEDIA SPECIALIST OFFICE

07 21 00 RIGID INSULATION

Level 2

Job Captain / Designer - Managed and developed architectural documentation - Developed 3D model used to create details for construction

SHARED WORK/COPY

VITALS

RESTROOM

COUNSELOR

11' - 0"

TESTING RM

RESTROOMS FEMALE

COUNTER

CLERICAL III

LD SPECIALIST

COORDINATOR

BIRD CONTROL DEVICES; ELECTRONIC REPELLERS. REFER TO CAMPUS DESIGN HANDBOOK

STUDENT WORKERS

LD TECH

LOCKERS

TESTING ROOM GENERAL-ASSESS.(35)

________ ________ 08 A5.002 ELEVATOR MACHINE ROOM

SOUTH ELEVATION

S; RS. REFER TO BOOK

D W/ E

-1)

500 South Figueroa Street Los Angeles, California 90071 United States

ANTELOPE VALLEY COLLEGE

Tel 213.327.3600 Fax 213.327.3601

STUDENT COMMONS BUILDING

EXTERIOR WALL & ROOF SECTION 3.7 07 54 23 METAL COPING CLAD W/ ROOFING MEMBRANE

HIGH ROOF5 FASCIA

BIRD CONTROL DEVICES; ELECTRONIC REPELLERS. REFER TO CAMPUS DESIGN HANDBOOK

07 54 23 ROOFING MEMBRANE 03 XX XX LIGHTWEIGHT INSULATING CONCRETE

________ ________ 07 A5.001

07 54 23 METAL COPING CLAD W/ ROOFING MEMBRANE

________ ________ 04 A5.001

T.O. PARAPET HIGH 30' - 0"

T.O. ROOF DECK HIGH 29' - 2" 05 75 00 WEATHERING STEEL (MTL-1)

T.O. ROOF DECK HIGH 29' - 2"

05 75 00 WEATHERING STEEL (MTL-1)

07 21 00 BATT INSULATION

07 48 00 RAINSCREEN ATTACHMENT SYSTEM 09 24 00 CEMENT PLASTER SOFFIT

09 24 00 CEMENT PLASTER SOFFIT

05 40 00 COLD-FORMED METAL FRAMING

________ ________ 06 A5.001

08 44 13 GLAZED ALUMINUM CURTAIN WALLS

12 24 13 ROLLER WINDOW SHADE

03 33 00 CONCRETE ENCASED STEEL COLUMN, ARCHITECTURAL FINISH

Date

08 44 13 GLAZED ALUMINUM CURTAIN WALLS

Description

01/24/2018 Preliminary Plans 04/18/2018 50% CD

________ ________ 03 A5.001

2' - 10"

FIT

09 29 00 GYP. BOARD

03 XX XX LIGHTWEIGHT INSULATING CONCRETE 2' - 4"

05 40 00 COLD-FORMED METAL FRAMING

07 54 23 ROOFING MEMBRANE

Student Center

EAST COURTYARD

View of Dining Area 1

T.O. ROOF DECK MID 14' - 4"

STUDENT CENTER | VIEW OF COURTYARD

October 18, 2017

DSA Identification Stamp ________ ________ 05 A5.001

05 75 00 POWDER COATED PLATE STEEL PORTAL 05 50 00 HSS FRAMING Seal / Signature

EXT

CIRCULATION 100

NOT FOR CONSTRUCTION

SERVERY 104

DINING 102

Project Name

THE COMMONS (TC) 03 30 00 CAST-IN-PLACE CONCRETE SLAB ON GRADE, SSD

H; REFER TO

Project Number

LEVEL 01 0' - 0"

05.1512.200 Description

WALL SECTIONS_FACADE 07 26 16 UNDER SLAB VAPOR BARRIER Scale

1/2" = 1'-0"

BUILDING ELEVATIONS DINING HALL - EAST SCALE: 1/2" = 1'-0"

WEST ELEVATION

01 DINING HALL - WEST

A4.000

SCALE: 1/2" = 1'-0"

NORTH ELEVATION

NORTH DINING HALL 05.1512.200 | October 18, 2017 | PAGE 35

ANTELOPE VALLEY COLLEGE

AVC Pavilion – View from south COMMUNITY CENTER BUILDING SITE PLAN

CUT THROUGH COMMUNITY CENTER

MAIN ENTRANCE

37 37

DEVELOPMENT

OUTDOOR SPACE

LOBBY

EVENT SPACE

CORRIDOR

ADAPTIVE PE WEIGHT ROOM

OUTDOOR EVENT SPACE

LIFE GUARDS/ POOL MANAGER

WOMEN’S POOL LOCKER ROOM

26 LOCKER FOOTPRINTS/ 52 LOCKERS

SHOWERS

UNIVERSAL TOILET/SHOWER

26 LOCKER FOOTPRINTS/ 52 LOCKERS

UNIVERSAL TOILET/SHOWER

26 LOCKER FOOTPRINTS/ 52 LOCKERS

CHANGING CUBICLE

POOL (LAP SIDE)

POOL (ZERO ENTRY SIDE) POOL DECK

OUTDOOR SHOWERS

CHANGING CUBICLE

SHOWERS

MECHANICAL AHU

POOL STORAGE

POOL MECHANICAL

POOL CHEMICAL

flOOR PlAn

POOL

POOL CHEMICAL MECHANICAL

COMMUNITY CENTER (ZOOMED IN) ALL GENDER

POOL MECHANICAL

ALL GENDER

COMMUNITY CENTER (ZOOMED IN)

OUTDOOR EVENT SPACE

STAGING CART SOTRAGE

WORKSTATIONS WORK STATION

COMMUNITY OFFICE

EVENT SPACE

FOUNDATION COPY ROOM

3402 SF WIR W.T.

W.T.

COMMUNITY WORKSTATION

MECHANICAL

IT STORAGE

BOARD ROOM

STORAGE

NW 05.1512.300 | June 21, 2017 | 6

C HISTORY WALL B GLASS FACADE A SUN SHADE

MEN’S RESTROOM

LOBBY

BDF

ALL GENDER RR

ELEC.

BDF

0’

8’

ELECTRICAL

32’

16’

Scale: 1/16” = 1’

05.1512.300 | June 21, 2017 | 4

0’

8’

32’

16’

Scale: 1/16” = 1’

05.1512.300 | August 2, 2017 | 45

07 NE

WOMEN’S RESTROOM

CUSTODIAL CLOSET

LOBBY

COMMUNITY CENTER BUILDING | aNTELOpE vaLLEY COLLEGE | LaNCasTER, Ca

MEN'S RESTROOM

COMMUNITY CENTER BUILDING | aNTELOpE vaLLEY COLLEGE | LaNCasTER, Ca

WOMEN'S RESTROOM

STORAGE

HISTORY WALL

CONCEPT DEVELOPMENT

MECHANICAL

AHU

BOARD ROOM

APPROACh TO PROGRAM

CHANGING

SCULLERY ICE

CONCEPT DEVELOPMENT

CHANGING

DISHWASHING

APPROACh TO PROGRAM

WIR

IT STORAGE

CONCEPT DEVELOPMENT

NW NE COMMUNITY CENTER BUILDING | aNTELOpE vaLLEY COLLEGE | LaNCasTER, Ca

W.T.

CLOSED SESSION OFFICE

APPROACh TO PROGRAM

W.T.

CONCEPT DEVELOPMENT N

COOKING / PREP

W.T.

APPROACh TO PROGRAM

COOK

W.T.

CONCEPT DEVELOPMENT N

COOK

COMMUNITY OFFICE LOBBY

CLOSED SESSION

APPROACh TO PROGRAM

WIR

PREPARATION

BEVERAGE SERVICE

LOBBY

CONCEPT DEVELOPMENT N

KITCHEN

W.T.

RESTROOM

SOLAR ANALYSIS

DRY STORAGE

KITCHEN

CONCEPT DEVELOPMENT N

STAGE

WIND ANALYSIS

6621 SF

IND ANALYSIS

CAT. BEV. COOLER

EVENT SPACE

FOUNDATION

OFFICE

KITCHEN OFF

CATERING DRY STORAGE

KITCHEN OFF

WORKFOUNDATION OFFICE LOBBY STATIONS

OFFICE

32’

16’

05.1512.300 | June 21, 2017 | 5

TRASH

FOUNDATION OFFICE LOBBY FOUNDATION OFFICE

8’

Scale: 1/16” = 1’

TRASH

COMMUNITY CENTER BUILDING | aNTELOpE vaLLEY COLLEGE | LaNCasTER, Ca

ONCEPT DEVELOPMENT

0’

TRASH

FLOOR PLAN

Job Captain / Designer - Managed the development of the design through architectural documentation - Developed conceptual design presentations for clients and board members

20’

PEDESTRIAN WALKWAY

COVERED ENTRY PASSAGE

COORDINATOR 2

BUIlDInG SECtIOn

EXTERIOR WALL & ROOF SECTION

POOL (ZOOMED IN)

COORDINATOR 1

Exterior Rendering

flOOR PlAn

The new Community Center is located at the west side of the Antelope Valley Campus and is part of the master plan that will enhance internal campus collaboration and broaden external community engagement. Perforated weathered steel at the South elevation protects the 25’ glass curtain wall from the intense desert sun. The three sides of concrete masonry unit exterior walls ground the building as a prominent architectural design situated next to the new student walkway. The center will provide flexible space to host large events, a board room, offices and a kitchen. North of the Community Center will be a new adaptive P.E. pool with support space including locker rooms and showers.

K E

F B

K E

30-4

0-40

MMUNITY CENTER BUILDING | aNTELOpE vaLLEY COLLEGE | LaNCasTER, Ca

05.1512.300 | July 19, COMMUNITY CENTER BUILDING | aNTELOpE vaLLEY COLLEGE | LaNCasTER, Ca2017 | 10

COMMUNITY CENTER BUILDING | aNTELOpE vaLLEY COLLEGE | 05.1512.300 LaNCasTER, |CaJuly 19, 2017 | 13

05.1512.300 | JulyCa 19, 2017 | 15 COMMUNITY CENTER BUILDING | aNTELOpE vaLLEY COLLEGE | LaNCasTER,

05.1512.300 | JulyCa 19, 2017 | 17 COMMUNITY CENTER BUILDING | aNTELOpE vaLLEY COLLEGE | LaNCasTER,

05.1512.300 | JulyCa 19, 2017 | 19 COMMUNITY CENTER BUILDING | aNTELOpE vaLLEY COLLEGE | LaNCasTER,

05.1512.300 | JulyCa 19, 2017 | 20 COMMUNITY CENTER BUILDING | aNTELOpE vaLLEY COLLEGE | LaNCasTER,

05.1512.300 | JulyCa 19, 2017 | 21 COMMUNITY CENTER BUILDING | aNTELOpE vaLLEY COLLEGE | LaNCasTER,

05.1512.300 | July 19, 2017 | 23

ANTELOPE VALLEY COLLEGE

COMMUNITY CENTER BUILDING

INTERIOR CONCEPTS INTERIOR VIEW EVENT SPACE

SOUTH EVENT SPACE

NORTH OFFICE LOBBY

WEST BOARD ROOM

WEST LOBBY

1 OPTION 2 - INTERIOR VIEW

2 OPTION 2 - INTERIOR VIEW

3 OPTION 2 - INTERIOR VIEW

BOARDROOM

BOARDROOM & LOBBY

ANTELOPE VALLEY COLLEGE | LANCASTER, CA

4 OPTION 2 - INTERIOR VIEW

5 OPTION 2 - INTERIOR VIEW

LOBBY

EAST LOBBY

SOUTH LOBBY

WEST LOBBY

INTERIOR VIEW FOUNDATION OFFICE LOBBY

BOARDROOM

6 OPTION 2 - INTERIOR VIEW

LOBBY

ANTELOPE VALLEY COLLEGE | LANCASTER, CA

INTERIOR VIEW EVENT SPACE

BOARDROOM & LOBBY

ANTELOPE VALLEY COLLEGE | LANCASTER, CA

CONCEPT DEVELOPMENT

APPROACh TO BUILDING

APPROACh TO BUILDING - SOLAR RESPONSE

APPROACh TO BUILDING - WIND SOLUTION

APPROACh TO BUILDING - DYNAMIC USER ExPERIENCE / VIEWS & NATURAL LIGhT

7 ANTELOPE VALLEY COLLEGE | LANCASTER, CA

CONCEPT DEVELOPMENT 1

POOL

OUTDOOR COURTYARD

CORRIDOR

COMMUNITY CENTER BUILDING | aNTELOpE vaLLEY COLLEGE | LaNCasTER, Ca

EVENT SPACE

LOBBY

OUTDOOR COURTYARD

PEDESTRIAN

05.1512.300 | July 19, 2017 | 33

DROP-OFF

PARKING

POOL

OUTDOOR COURTYARD

CORRIDOR

COMMUNITY CENTER BUILDING | aNTELOpE vaLLEY COLLEGE | LaNCasTER, Ca

CONCEPT DEVELOPMENT 4

EVENT SPACE

LOBBY

OUTDOOR COURTYARD

PEDESTRIAN

DROP-OFF

05.1512.300 | July 19, 2017 | 28

ANTELOPE VALLEY COLLEGE | LANCASTER, CA

CONCEPT DEVELOPMENT 3

PARKING

POOL

OUTDOOR COURTYARD

CORRIDOR

COMMUNITY CENTER BUILDING | aNTELOpE vaLLEY COLLEGE | LaNCasTER, Ca

EVENT SPACE

LOBBY

OUTDOOR COURTYARD

PEDESTRIAN

DROP-OFF

05.1512.300 | July 19, 2017 | 25

ANTELOPE VALLEY COLLEGE | LANCASTER, CA

CONCEPT DEVELOPMENT 2

PARKING

POOL

OUTDOOR COURTYARD

BUILDING

OUTDOOR COURTYARD

PEDESTRIAN

DROP-OFF

PARKING

COMMUNITY CENTER BUILDING | aNTELOpE vaLLEY COLLEGE | LaNCasTER, Ca

05.1512.300 | July 19, 2017 | 36

ANTELOPE VALLEY COLLEGE 3041 W Ave K Lancaster, CA 93536

COMMUNITY CENTER BUILDING 500 South Figueroa Street Los Angeles, California 90071 United States

3041 W Ave K Lancaster, CA 93536

Tel 213.327.3600 Fax 213.327.3601

EXTERIOR DETAILS

500 South Figueroa Street Los Angeles, California 90071 United States

EXTERIOR SCREEN & CURTAIN WALL

CLERESTORY & LOBBY

SLOPED INSULATION

E.1

B A.1

A.1

T.O. PARAPET 29' - 4" T.O. ROOF DECK 28' - 8"

07 71 00 PREFINISHED ALUM COPING; MATCH WEATHERING STEEL COLOR.

T.O. PARAPET 29' - 4" T.O. ROOF DECK 28' - 8"

________ ________ 1 A5.101

T.O. PARAPET 29' - 4" T.O. ROOF DECK 28' - 8"

________ ________ 1 A5.101 07 71 00 PREFINISHED ALUM COPING; MATCH WEATHERING STEEL COLOR.

.V W/ MTL SHADOW BOX NEL

Date

T.O. PARAPET 29' - 4" T.O. ROOF DECK 28' - 8"

Description

07 54 23 ROOFING

XX XX XX DAMP PROOFING 07 21 00 BATT INSULATION

04 22 00 CMU-1 STACK BOND WALL; SSD

P. BOARD OVER METAL AMING

8" SLOPED INSULATION

SLOPED INSULATION

04 22 00 CMU-1 STACK BOND WALL; SSD

XX XX XX DAMP PROOFING

07 21 00 BATT INSULATION

DSA Identification Stamp

SPENDED GYP CEILING

RVED WOOD CEILING

ACOUSTICAL PANELS

TERIOR WALL PARTITION

T.O. LOW PARAPET 16' - 8"

LDED GLAZING & ALUM. AME SYSTEM

LEVEL 01 0' - 0"

WEST ELEVATION - COMMUNITY CENTER SCALE: 1/8" = 1'-0"

RRAZZO FLOORING

BEYOND

NC SLAB 20

03 NORTH ELEVATION - COMMUNITY CENTER SCALE: 1/8" = 1'-0"

01 WALL SECTION - SCREEN

02 A2.201

SCALE: 1/8" = 1'-0"

01 A2.201

Seal B / Signature A

2" BEYOND 21

02 A2.201

NOT FOR CONSTRUCTION

MOTERIZED ROLLER SHADE

MOTERIZED ROLLERRECESSED SHADE LINEAR LIGHT FIXTURE

05 50 00 CUSTOM WEATHERED STEEL WINDOW SURROUND

05 50 00 CUSTOM WEATHERED CEILING AS SCHEDULED W/ STEEL WINDOW SURROUND RECESSED WINDOW SHADE ROLLER

500 South Figueroa Street Los Angeles, California 90071 United States

04 22 00 CMU-1 STACK BOND WALL; SSD

04 22 00 CMU-1 STACK BOND WALL; SSD ________ ________ 4 A5.101

RECESSED LINEAR LIGHT FIXTURE

ACOUSTICAL PANELS

WINDOW2"WALL SYSTEM

WINDOW WALL SYSTEM

3041 W Ave K Lancaster, CA 93536

Project Number

WINDOW WALL SYSTEM

PTD. EXPOSED PIP COLUMN

2" WOOD SURROUND

LEVEL 01 0' - 0"

05.1512.300 Description

BEYOND

03 20

T.O. LOW PARAPET 16' - 8"

CONC SOG; SEE CIVIL AND LANDSCAPE CONC FOOTING AND SLAB; SSD

Scale

1/2" = 1'-0"

BELOW GRADE WATERPROOFING

FOLDED GLAZING & ALUM. FRAME SYSTEM

ACOUSTIC & LIGHT CURTAIN

TERRAZZO FLOORING

SEALANT AND TERRAZZO FLOORING COMPRESSIBLE FILLER;

A4.100

Date

SEALANT AND COMPRESSIBLE FILLER; COLOR TBD

PAVERS

LEVEL 01 0' - 0"

PAVERS

LEVEL 01 0' - 0"

CONC SOG; SEE CIVIL AND LANDSCAPE

LEVEL 01 0' - 0"

T.O. PARAPET 29' - 4"

SCALE: 1/2" = 1'-0"

CONC FOOTING AND SLAB; SSD

CONC FOOTING ANDCONC FOOTING AND SLAB; SSD SLAB; SSD

BELOW GRADE WATERPROOFING

BELOW GRADE BELOW GRADE WATERPROOFING WATERPROOFING

Description

SCALE: 1/2" = 1'-0"

DSA Identification Stamp

SCALE: 1/2" = 1'-0"

NOT FOR CONSTRUCTION

17 18 19 20 21 22 56

Scale

1/2" = 1'-0"

500 South Figueroa Street Los Angeles, California 90071 United States

A4.000 WALL SECTION - CMU W/ WINDOW

A4.000

Tel 213.327.3600 Fax 213.327.3601

SCALE: 1/2" = 1'-0"

02 A2.201

T.O. PARAPET 29' - 4" BEYOND

BEYOND

03 T.O. MID PARAPET 20' - 0"

T.O. PARAPET T.O. PARAPET 29' - 4" 29' - 4" 56

BEYOND

3041 W Ave K Lancaster, CA 93536 03

BEYOND

20 01

T.O. LOW PARAPET T.O. LOW PARAPET 16' - 8" 16' - 8"

3041 W Ave K Lancaster, CA 93536

03 T.O. MID PARAPET 20' - 0"

LEVEL 01 0' - 0"

WEST ELEVATION

05 WEST ELEVATION - COMMUNITY CENTER

20 17

Tel 213.327.3600 Fax 213.327.3601 20

500 South Figueroa Street Los Angeles, California 90071 United States

LEVEL 01 0' - 0"

NORTH ELEVATION

17 LEVEL 01 LEVEL 01 0' - 0" 0' - 0"

05 WEST ELEVATION - COMMUNITY CENTER

SCALE: 1/8" = 1'-0"

500 South Figueroa Street Los Angeles, California 90071 United States 20

EAST ELEVATION CENTER 03 NORTH ELEVATION04- COMMUNITY

Project Number

KEY PLAN

01 A2.201

SCALE: 1/8" = 1'-0" 05.1512.300

GENERAL NOTES

T.O. LOW PARAPET 16' - 8"

Scale

LEVEL 01 0' - 0"

BEYOND

AVC PAVILION

SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

T.O. PARAPET 29' - 4"

Project Name

01 SOUTH ELEVATION - COMMUNITY CENTER

Description

WALL SECTIONS

CONC FOOTING AND SLAB; SSD

SCALE: 1/8" = 1'-0"

Seal / Signature

LEVEL 01 0' - 0"

BEYOND

Project Number

05.1512.300

CONC SOG; SEE CIVIL AND LANDSCAPE SS FLASHING

04 EAST ELEVATION

BEYOND

04 22 00 CMU-1 STACK BOND WALL; SSD 05 50 00 CUSTOM WEATHERED STEEL WINDOW SURROUND 05 75 00 CUSTOM PERFORATED FORMED METAL SCREEN; ARCHITECT TO PROVIDE DIGITAL PATTERN 08 11 13 HOLLOW METAL DOORS AND FRAMES 05 70 00 DECORATIVE METAL PANELS 08 80 00 GLAZING 6" HIGH CURB PER WALL TYPE. 08 44 13 GLAZED ALUMINUM CURTAIN WALLS 05 50 00 CUSTOM WEATHERED STEEL PANELS 08 44 13 CW-1: GLAZED ALUMINUM CURTAIN WALL. BASIS OF DESIGN: ARCADIA OPG 1900 WITH GL-04. PROVIDE SHADOW BOX AT SLAB EDGE

T.O. MID PARAPET 20' - 0"

SCALE: 1/2" = 1'-0"

T.O. PARAPET 29' - 4"

AVC PAVILION

SEALANT AND COMPRESSIBLE FILLER; COLOR TBD

BELOW GRADE WATERPROOFING

SCALE: 1/8" = 1'-0"

01 A2.201

Project Name

1/4" WEEP @ 16" O.C.

Description

3041 W Ave K Lancaster, CA 93536

21 04

T.O. LOW PARAPET 16' - 8"

05 WEST ELEVATION - COMMUNITY CENTER 5

NOT FO CONSTRUC

BEYOND

SCALE: 1/8" = 1'-0"

02 A2.201

Seal / Signature

WALL SECTIONS

T.O. PARAPET 29' - 4"

BEYOND

02 SOUTH ELEVATION - CURTAIN WALL 6

Seal / Signature

05.1512.300

T.O. PARAPET 29' - 4"

DSA Identification Stamp

Project Number

CONC CONC SOG; SEE CIVIL ANDSOG; SEE CIVIL AND LANDSCAPE LANDSCAPE SS FLASHING

WALL SECTION - EVENT SPACE CLERESTORY 2 03 WALL SECTION - EVENT SPACE WALL SECTION 2 - EVENT SPACE CLERESTORY 1 02 WALL SECTION - EVENT SPACE CLERESTORY 1 01 WALL SECTION - CMU W/ WINDOW 02 CLERESTORY 01

DSA Identification Stamp

Project Name

CONC SOG; SEE CIVIL AND LANDSCAPE

CONC FOOTING AND SLAB; SSD

Description

01/24/2018 Preliminary Plans

05 50 00 CUSTOM WEATHERED STEEL WINDOW SURROUND

AVC PAVILION

COLOR TBD SEALANT AND COMPRESSIBLE FILLER; COLOR TBD

SEALANT AND COMPRESSIBLE FILLER; COLOR TBD

LEVEL 01 0' - 0"

CONC SOG; SEE CIVIL AND LANDSCAPE

01/24/2018 Preliminary Plans

1/22/2018 8:00:32 PM

BUILDING ELEVATIONS

Date

RECESSED LINEAR LIGHT FIXTURE

CEILING AS SCHEDULED W/ RECESSED WINDOW SHADE ROLLER

1/4" WEEP @ 16" O.C.

SCALE: 1/2" = 1'-0"

04 22 00 CMU-1 STACK BOND WALL; SSD

Description

01/24/2018 Preliminary Plans

NOT FOR CONSTRUCTION

2" WOOD SURROUND

FOLDED GLAZING & ALUM. FRAME SYSTEM

SEALANT AND COMPRESSIBLE FILLER; COLOR TBD

WALL SECTIONS

Date

________ ________ 4 A5.101

2" WOOD SURROUND

T.O. PARAPET 29' - 4"

LEVEL 01 0' - 0"

XX XX XX DAMP PROOFING

Tel 213.327.3600 Fax 213.327.3601

AVC PAVILION

07 21 00 BATT INSULATION

T.O. MID PARAPET 20' - 0"

Project Name

SEALANT AND COMPRESSIBLE FILLER; COLOR TBD

2" T.O. PARAPET 29' - 4"

C 2"

EAST ELEVATION 01 A2.201

ACOUSTICAL PANELS

T.O. PARAPET 29' - 4"

5' - 4"

8' - 8" \\gensler.ad\projects\RevitUserModels\21710\05.1512.300_AVC_Community_Center_Building_Central_v17_mariah_osland.rvt

\\gensler.ad\projects\RevitUserModels\21710\05.1512.300_AVC_Community_Center_Building_Central_v17_mariah_osland.rvt

BEYOND

________ ________ 6 A5.101

05 50 00 CUSTOM WEATHERED STEEL WINDOW SURROUND

WINDOW WALL SYSTEM

07 71 00 PREFINISHED ALUM COPING; MATCH WEATHERING STEEL COLOR.

XX XX XX DAMP PROOFING GYP. SLOPED CEILING 04 22 00 CMU-1 STACK BOND WALL; SSD

PERFORATED CORTEN STEEL SCREEN. SEE ELEVATION FOR PERFORATION PATTERN.

XX XX DAMP PROOFING CESSED DOWNLIGHT

________ ________ 2 A5.101

SUSPENDED GYP CEILING

ALIGN

07 54 23 ROOFING

METAL PANEL ________ ________ 2 A5.101

Tel 21 Fax 21

07 54 23 ROOFING

XX XX XX DAMP PROOFING

GYP. SLOPED CEILING

07 21 00 BATT INSULATION EQ

SHEET NOTES

7.8

PARAPET 07 71 00 PREFINISHED 07 ALUM 71 00 PREFINISHEDT.O. ALUM 29' - 4" COPING; MATCH WEATHERING COPING; MATCH WEATHERING T.O. ROOF DECK STEEL COLOR. STEEL COLOR. SLOPED INSULATION 28' - 8" ________ ________ 6 A5.101 ________ ________ 6 07 21 00 BATTA5.101 INSULATION

07 21 00 BATT INSULATION

07 71 00 PREFINISHED ALUM COPING; MATCH WEATHERING STEEL COLOR.

01/24/2018 Preliminary Plans

NDOW WALL SYSTEM

\\gensler.ad\projects\RevitUserModels\21710\05.1512.300_AVC_Community_Center_Building_Central_v17_mariah_osland.rvt

8 07 54 23 ROOFING 07 54 23 ROOFING

07 71 00 PREFINISHED ALUM COPING; MATCH WEATHERING STEEL COLOR. SLOPED INSULATION ________ ________ 6 A5.101

SPENDED GYP CEILING

1/22/2018 7:59:32 PM

7.8 A

A.1

B 07 54 23 ROOFING

T.O. PARAPET 29' - 4" T.O. ROOF DECK 28' - 8"

A.1

5' - 4"

71 00 PREFINISHED ALUM PING; MATCH WEATHERING EEL COLOR. OPED INSULATION

01 03

500 South Figueroa Street Los Angeles, California 90071 United States

CMU W/ WINDOW

8' - 8"

Tel 213.327.3600 Fax 213.327.3601

07 54 23 ROOFING

54 23 ROOFING

3041 W Ave K Lancaster, CA 93536

17 LEVEL 01 0' - 0"

EAST ELEVATION

04 EAST ELEVATION

SCALE: 1/8" = 1'-0"

Description

BUILDING ELEVATIONS - COMMUNITY CENTER

8A2.201

02 A2.201

01 A2.201

1/8" = 1'-0"

BEYOND

A2.100

BEYOND

01 A2.201 Description

02 A2.201

8 T.O. PARAPET 29' - 4" 56

BEYOND

03 20

T.O. LOW PARAPET 16' - 8"

01/24/2018 Preliminary Plans

BEYOND

Date

BEYOND

18 BEYOND

1 T.O. PARAPET 29' - 4"

T.O. PARAPET 29' - 4" Scale

T.O. LOW PARAPET 16' - 8" 03

Tel 213.327.360 Fax 213.327.36

ANTELOPE VALLEY COLLEGE

COMMUNITY CENTER BUILDING

INTERIOR DETAILS

BOARD ROOM & CLERESTORY

AVC Pavilion – Board Room

07 54 23 ROOFING

C.6

07 71 00 PREFINISHED ALUM COPING; MATCH WEATHERING STEEL COLOR. SLOPED INSULATION

T.O. PARAPET 29' - 4" T.O. ROOF DECK 28' - 8"

________ ________ 1 A5.101

T.O. PARAPET 29' - 4" T.O. ROOF DECK 28' - 8"

I.G.V W/ MTL SHADOW BOX PANEL

SUSPENDED GYP CEILING

WINDOW WALL SYSTEM

________ ________ 2 A5.101

LOWER ROOF 16' - 0"

GYP. BOARD OVER METAL FRAMING

XX XX XX DAMP PROOFING RECESSED DOWNLIGHT

\\gensler.ad\projects\RevitUserModels\21710\05.1512.300_AVC_Community_Center_Building_Central_v17_mariah_osland.rvt

SUSPENDED GYP CEILING

OUTDOOR EVENT SPACE

EVENT SPACE

LOBBY

VESTIBULE

PEDESTRIAN WALKWAY

SECTION: NORTH - SOUTH (EVENT SPACE)

BOARD ROOM

OUTDOOR EVENT SPACE

OUTDOOR COURTYARD

BOARD ROOM FOUNDATION OFFICE

COMMUNITY OFFICE

COMMUNITY WORKSTATION

EVENT SPACE

PEDESTRIAN WALKWAY

BUILDING SECTIONS

FOLDED GLAZING & ALUM. FRAME SYSTEM

TERRAZZO FLOORING

LEVEL 01 0' - 0"

LOBBY

CLOSED SESSION

INTERIOR WALL PARTITION

1/22/2018 8:00:35 PM

FOUNDATION OFFICE ENTRANCE

CURVED WOOD CEILING

CONC SLAB

02 WALL SECTION - BOARD ROOM CLERESTORY VESTIBULE

01 WALL

PEDESTRIAN WALKWAY

SCALE: 1/2" = 1'-0"

SCALE: 1/2

SECTION: NORTH - SOUTH (EVENT SPACE)

SECTION: NORTH - SOUTH (OFFICES)

FOUNDATION OFFICE ENTRANCE

OUTDOOR EVENT SPACE

OUTDOOR COURTYARD

FOUNDATION OFFICE

FOUNDATION OFFICE LOBBY

EVENT SPACE CORRIDOR

KITCHEN

BOARD ROOM FOUNDATION OFFICE

CORRIDOR

SECTION 01 SECTION: WEST - EAST (FOUNDATION OFFICE / EVENT SPACE / KITCHEN)

COMMUNITY OFFICE

COMMUNITY WORKSTATION

CLOSED SESSION

LOBBY

SECTION 02 SECTION: NORTH - SOUTH (OFFICES)

EVENT SPACE

PEDESTRIAN WALKWAY

SECTION 03 SECTION: NORTH - SOUTH (EVENT SPACE)

LOBBY

VESTIBULE

PEDESTRIAN WALKWAY