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  • s i e g f r i e d f l o r e sarchitecture portfolio

    816.204.8155 | [email protected]

  • siegfried flores | 01

    o a k l e y f l a g s h i p s t o r esanta monica, ca

    valerio architects

    OAKLEYTHIRD STREET PROMENADE1350 3RD STREET PROMENADESANTA MONICA, CA 90401 PROJECT: 1560-14-100 02.17.15

    3DESIGN DEVELOPMENT PROPOSED STOREFRONTN.T.S.

    OAKLEYTHIRD STREET PROMENADE1350 3RD STREET PROMENADESANTA MONICA, CA 90401 PROJECT: 1560-14-100 02.17.15

    3DESIGN DEVELOPMENT PROPOSED STOREFRONTN.T.S.

    OAKLEYTHIRD STREET PROMENADE1350 3RD STREET PROMENADESANTA MONICA, CA 90401 DESIGN DEVELOPMENT PROJECT: 1560-14-100 12.22.14

    06STOREFRONT ELEVATIONSCALE: 3/8 = 1-0

    KEY NOTES:1. CONTROL JOINT2. EXTERIOR PLASTER WITH STEEL TROWEL FINISH: W23. INTERNALLY ILLUMINATED SIGNAGE - FINISH: AL1 - REFER TO SIGNAGE SHEET 12 FOR ADDTIONAL INFORMATION4. METAL GRILLE, TYP. - FINISH: AL25. INTERNALLY ILLUMINATED BLADE SIGN - FINISH: AL1 - REFER TO SIGNAGE SHEET 12 FOR ADDITIONAL INFORMATION6. FIXED AWNING - FINISH: AL27. METAL BLADE PARTITION - FINISH: AL18. ENTRY DOOR - FINISH: AL1 / GLZ19. TRACK FOR METAL GRILLE - FINISH: AL110. GARAGE DOOR - FINISH: AL1 / GLZ111. WINDOW - FINISH: AL1 / GLZ1

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    1110B 10A

    OAKLEYTHIRD STREET PROMENADE1350 3RD STREET PROMENADESANTA MONICA, CA 90401 DESIGN DEVELOPMENT PROJECT: 1560-14-100 12.22.14

    9

    23

    '-8

    "

    3'-0" MAX.

    8'

    10

    '-0

    "

    1 12"1'-0"

    4'-6

    "

    1'-4

    "1

    '-6

    "

    9'-1

    "

    9'-1

    "

    7'-8

    "

    11

    '

    12

    '4

    '

    10

    '

    3

    1

    5

    6

    8

    7

    11

    1

    2

    SECTION AT ENTRY DOORSECTION AT AWNING

    4

    95

    9

    10

    3

    1

    5

    1

    55

    5

    1

    1213 13

    KEY NOTES:1. EXTERIOR PLASTER WITH STEEL TROWEL FINISH: W22. INTERNALLY ILLUMINATED SIGNAGE - FINISH: AL1 - REFER TO SIGNAGE SHEET 12 FOR ADDTIONAL INFORMATION3. INTERNALLY ILLUMINATED BLADE SIGN - FINISH: AL1 - REFER TO SIGNAGE SHEET 12 FOR ADDTIONAL INFORMATION4. FIXED AWNING - FINISH: AL25. CONTROL JOINT6. AWNING TRACK - FINISH: AL17. FIXED WINDOW - FINISH: AL1 / GLZ18. GARAGE DOOR TRACK - FINISH: AL19. METAL SEAM10. METAL BLADE PARITION - FINISH: AL111. GARAGE DOOR - FINISH: AL1 / GLZ112. FIXED TRANSOM13. CONTINUOUS LED LINEAR LIGHT FIXTURE

    STOREFRONT SECTIONSSCALE: 3/8 = 1-0

    OAKLEYTHIRD STREET PROMENADE1350 3RD STREET PROMENADESANTA MONICA, CA 90401 DESIGN DEVELOPMENT PROJECT: 1560-14-100 12.22.14

    06STOREFRONT ELEVATIONSCALE: 3/8 = 1-0

    KEY NOTES:1. CONTROL JOINT2. EXTERIOR PLASTER WITH STEEL TROWEL FINISH: W23. INTERNALLY ILLUMINATED SIGNAGE - FINISH: AL1 - REFER TO SIGNAGE SHEET 12 FOR ADDTIONAL INFORMATION4. METAL GRILLE, TYP. - FINISH: AL25. INTERNALLY ILLUMINATED BLADE SIGN - FINISH: AL1 - REFER TO SIGNAGE SHEET 12 FOR ADDITIONAL INFORMATION6. FIXED AWNING - FINISH: AL27. METAL BLADE PARTITION - FINISH: AL18. ENTRY DOOR - FINISH: AL1 / GLZ19. TRACK FOR METAL GRILLE - FINISH: AL110. GARAGE DOOR - FINISH: AL1 / GLZ111. WINDOW - FINISH: AL1 / GLZ1

    12

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    .O. A

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    )

    16

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    " (T

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    23

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    13

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    " (

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    IGN

    AG

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    LA

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    SIG

    N)

    1'-4

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    "

    7'-8

    "

    10

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    " (T

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    5

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    2

    9 7 10

    6

    8

    1

    4

    1110B 10A

    OAKLEYTHIRD STREET PROMENADE1350 3RD STREET PROMENADESANTA MONICA, CA 90401 DESIGN DEVELOPMENT PROJECT: 1560-14-100 12.22.14

    9

    23

    '-8

    "

    3'-0" MAX.8

    '

    10

    '-0

    "

    1 12"1'-0"

    4'-6

    "

    1'-4

    "1

    '-6

    "

    9'-1

    "

    9'-1

    "

    7'-8

    "

    11

    '

    12

    '4

    '

    10

    '

    3

    1

    5

    6

    8

    7

    11

    1

    2

    SECTION AT ENTRY DOORSECTION AT AWNING

    4

    95

    9

    10

    3

    1

    5

    1

    55

    5

    1

    1213 13

    KEY NOTES:1. EXTERIOR PLASTER WITH STEEL TROWEL FINISH: W22. INTERNALLY ILLUMINATED SIGNAGE - FINISH: AL1 - REFER TO SIGNAGE SHEET 12 FOR ADDTIONAL INFORMATION3. INTERNALLY ILLUMINATED BLADE SIGN - FINISH: AL1 - REFER TO SIGNAGE SHEET 12 FOR ADDTIONAL INFORMATION4. FIXED AWNING - FINISH: AL25. CONTROL JOINT6. AWNING TRACK - FINISH: AL17. FIXED WINDOW - FINISH: AL1 / GLZ18. GARAGE DOOR TRACK - FINISH: AL19. METAL SEAM10. METAL BLADE PARITION - FINISH: AL111. GARAGE DOOR - FINISH: AL1 / GLZ112. FIXED TRANSOM13. CONTINUOUS LED LINEAR LIGHT FIXTURE

    STOREFRONT SECTIONSSCALE: 3/8 = 1-0

  • siegfried flores | 02

    B1

    2 13

    A1

    45

    4

    05.08.15DESIGN DEVELOPMENT

    1/8" = 1'-0"Scale: Project No.: 1560-14-100

    OAKLEY FLAGSHIP 1350 3RD STREET PROMENADESANTA MONICA, CA 90401

    Third Street Promenade

    MAT

    CH L

    INE

    MAT

    CH L

    INE

    MAT

    CH L

    INE

    MAT

    CH L

    INE

    V1Dressing Room & Flooring

    SALES AREA01

    SIGHT LAB / SALES AREA02

    OPTIC CAGE / STORAGE

    04

    05

    STORAGE07

    OFFICE06

    (E) RESTRM.

    DRESSING ROOM03

    HALLWAY

    1. EYEWEAR MILLWORK

    2. FREE STANDING RX TABLE

    3. ARTWORK

    4. ARTIST WALL

    5. EYEWEAR WALL DISPLAY

    6. FREE STANDING VITRENE TABLE

    7. COLUMN DISPLAY

    8. CAGE DISPLAY SHELF

    9. DRESSING ROOM FRAMING BY VENDOR

    10. CUSTOM BUILD STATION

    11. LEVEL LANDING WITH A MAXIMUM CROSS SLOPE OF 2% IN ANY DIRECTION

    12. CUSTOM LAB FRAMING & GLAZING BY VENDOR

    KEY NOTES

    CLEARANCE48" x 48"

    CLEARANCE36"

    CLEARANCE54" x 60"

    1TYP.

    6TYP.

    555

    3

    4

    8TYP.

    7TYP.

    2 2

    10TYP.

    33

    11

    11

    3 669

    12TYP.

    11

    OAKLEYTHIRD STREET PROMENADE1350 3RD STREET PROMENADESANTA MONICA, CA 90401 PROJECT: 1560-14-100 08.27.15

    1DESIGN DEVELOPMENT PERSPECTIVE 1

    OAKLEYTHIRD STREET PROMENADE1350 3RD STREET PROMENADESANTA MONICA, CA 90401 PROJECT: 1560-14-100 08.27.15

    8DESIGN DEVELOPMENT PERSPECTIVE 8OAKLEYTHIRD STREET PROMENADE1350 3RD STREET PROMENADESANTA MONICA, CA 90401 PROJECT: 1560-14-100 08.27.15

    2DESIGN DEVELOPMENTN.T.S.

    PERSPECTIVE 2

    B1

    2 13

    A1

    45

    4

    05.08.15DESIGN DEVELOPMENT

    1/8" = 1'-0"Scale: Project No.: 1560-14-100

    OAKLEY FLAGSHIP 1350 3RD STREET PROMENADESANTA MONICA, CA 90401

    Third Street Promenade

    MAT

    CH L

    INE

    MAT

    CH L

    INE

    MAT

    CH L

    INE

    MAT

    CH L

    INE

    V1Dressing Room & Flooring

    SALES AREA01

    SIGHT LAB / SALES AREA02

    OPTIC CAGE / STORAGE

    04

    05

    STORAGE07

    OFFICE06

    (E) RESTRM.

    DRESSING ROOM03

    HALLWAY

    1. EYEWEAR MILLWORK

    2. FREE STANDING RX TABLE

    3. ARTWORK

    4. ARTIST WALL

    5. EYEWEAR WALL DISPLAY

    6. FREE STANDING VITRENE TABLE

    7. COLUMN DISPLAY

    8. CAGE DISPLAY SHELF

    9. DRESSING ROOM FRAMING BY VENDOR

    10. CUSTOM BUILD STATION

    11. LEVEL LANDING WITH A MAXIMUM CROSS SLOPE OF 2% IN ANY DIRECTION

    12. CUSTOM LAB FRAMING & GLAZING BY VENDOR

    KEY NOTES

    CLEARANCE48" x 48"

    CLEARANCE36"

    CLEARANCE54" x 60"

    1TYP.

    6TYP.

    555

    3

    4

    8TYP.

    7TYP.

    2 2

    10TYP.

    33

    11

    11

    3 669

    12TYP.

    11

    o a k l e y f l a g s h i p s t o r esanta monica, ca

    valerio architects

    B1

    2 13

    A1

    45

    4

    05.08.15DESIGN DEVELOPMENT

    1/8" = 1'-0"Scale: Project No.: 1560-14-100

    OAKLEY FLAGSHIP 1350 3RD STREET PROMENADESANTA MONICA, CA 90401

    Third Street Promenade

    MAT

    CH L

    INE

    MAT

    CH L

    INE

    MAT

    CH L

    INE

    MAT

    CH L

    INE

    V1Dressing Room & Flooring

    SALES AREA01

    SIGHT LAB / SALES AREA02

    OPTIC CAGE / STORAGE

    04

    05

    STORAGE07

    OFFICE06

    (E) RESTRM.

    DRESSING ROOM03

    HALLWAY

    1. EYEWEAR MILLWORK

    2. FREE STANDING RX TABLE

    3. ARTWORK

    4. ARTIST WALL

    5. EYEWEAR WALL DISPLAY

    6. FREE STANDING VITRENE TABLE

    7. COLUMN DISPLAY

    8. CAGE DISPLAY SHELF

    9. DRESSING ROOM FRAMING BY VENDOR

    10. CUSTOM BUILD STATION

    11. LEVEL LANDING WITH A MAXIMUM CROSS SLOPE OF 2% IN ANY DIRECTION

    12. CUSTOM LAB FRAMING & GLAZING BY VENDOR

    KEY NOTES

    CLEARANCE48" x 48"

    CLEARANCE36"

    CLEARANCE54" x 60"

    1TYP.

    6TYP.

    555

    3

    4

    8TYP.

    7TYP.

    2 2

    10TYP.

    33

    11

    11

    3 669

    12TYP.

    11

    B1

    2 13

    A1

    45

    4

    05.08.15DESIGN DEVELOPMENT

    1/8" = 1'-0"Scale: Project No.: 1560-14-100

    OAKLEY FLAGSHIP 1350 3RD STREET PROMENADESANTA MONICA, CA 90401

    Third Street Promenade

    MAT

    CH L

    INE

    MAT

    CH L

    INE

    MAT

    CH L

    INE

    MAT

    CH L

    INE

    V1Dressing Room & Flooring

    SALES AREA01

    SIGHT LAB / SALES AREA02

    OPTIC CAGE / STORAGE

    04

    05

    STORAGE07

    OFFICE06

    (E) RESTRM.

    DRESSING ROOM03

    HALLWAY

    1. EYEWEAR MILLWORK

    2. FREE STANDING RX TABLE

    3. ARTWORK

    4. ARTIST WALL

    5. EYEWEAR WALL DISPLAY

    6. FREE STANDING VITRENE TABLE

    7. COLUMN DISPLAY

    8. CAGE DISPLAY SHELF

    9. DRESSING ROOM FRAMING BY VENDOR

    10. CUSTOM BUILD STATION

    11. LEVEL LANDING WITH A MAXIMUM CROSS SLOPE OF 2% IN ANY DIRECTION

    12. CUSTOM LAB FRAMING & GLAZING BY VENDOR

    KEY NOTES

    CLEARANCE48" x 48"

    CLEARANCE36"

    CLEARANCE54" x 60"

    1TYP.

    6TYP.

    555

    3

    4

    8TYP.

    7TYP.

    2 2

    10TYP.

    33

    11

    11

    3 669

    12TYP.

    11

  • siegfried flores | 03

    OAKLEYFIXTURE DESIGN MANUAL

    PROJECT: 1653-14-193SCALE: N.T.S. 04.29.15Scale: Project No.:

    OAKLEYO-STOREFIXTURE DESIGN MANUAL 03.11.15

    053/4" = 1'-0" 1653-14-193

    Sections @ Custom Build Table (O-Store)CUSTOM WALL / TABLE

    A. LONG SECTION B. CROSS SECTION

    C.D.E. F.

    41

    "

    18

    "4

    7"

    5"

    30

    "

    14"4"

    5'-5"18"

    5"

    6 1 4

    "6

    1 4"

    6 1 4

    "6

    1 4"

    6 1 4

    "

    19" 19" 19" 5"

    3"3"

    2"

    2"

    1'-9

    "

    12

    " C

    LR

    .

    1"

    AUTOMATIC ROLLOUT TOOL TRAY - SAME ALUMINUM AS DRAWER TRAYS IN TABLE

    RECESSED DISPLAY

    WHITE INTERIOR

    PERFORATED METAL DOOR

    RECESSED LINEAR LED EDGE LIGHTING

    DASHED LINE OF DRAWER O.D.:17"(W) X 21"(D) X 4.25"(H)

    DASHED LINE OF DRAWER O.D.:17"(W) X 21"(D) X 4.5"(H) 3/4"THK. CABINET WALLS

    HOT-ROLLED STL. BASE

    HOT-ROLLED STL. BASE

    CONCEALED LEGS W/ ADJUSTABLE FEET

    TRASH LINER RAIL TO SLIDE OUT TRASH 1.5" X 1" L-ANGLE

    FASTENED TO 3/4" THK. CABINET WALLSCURVE ENDS. SIMILAR TO PHOTO C. AND D.

    CABINET DOORS BOTH SIDES

    CABINET DOORS

    1" x 1" L- ANGLE

    2" THK. CONCRETE COUNTER TOP

    STL. TRASH BIN:4.5" W. 20" L. x 30" H.ACCESS FROM BOTH SIDES

    1" x 1" L- ANGLE

    LINE OF DIAG BRACE 1" L- ANGLE1" x 1" L- ANGLE

    1" x 1" L- ANGLE

    A05

    3 1/2" SLOT FOR TRASH W/ PERF. MTL. PANEL ON HINGE

    2" THK. CONC. COUNTER TOP

    03Sections @ Custom BuildTable (O-Store)CUSTOM WALL / TABLE

    ALL CABINET DOOR STRIKE SIDE SHALL SWING OPEN TOWARDS THE CENTER OF THE SALES ROOM (HINGE ON THE PRODUCTWALL SIDE)

    o a k l e ymillwork drawings

    valerio architects

    OAKLEYFIXTURE DESIGN MANUAL

    PROJECT: 1653-14-193SCALE: N.T.S. 04.29.15

    01O-STORECUSTOM TABLE / OUTRIGGERPOS

    OAKLEYFIXTURE DESIGN MANUAL

    PROJECT: 1653-14-193SCALE: N.T.S. 04.29.15Scale: Project No.:

    OAKLEYO-STOREFIXTURE DESIGN MANUAL 03.11.15

    053/4" = 1'-0" 1653-14-193

    Sections @ Custom Build Table (O-Store)CUSTOM WALL / TABLE

    A. LONG SECTION B. CROSS SECTION

    C.D.E. F.

    41

    "

    18"

    47"

    5"

    30"

    14"4"

    5'-5"18"

    5"

    6 1 4

    "6 1 4

    "6 1 4

    "6 1 4

    "6 1 4

    "

    19" 19" 19" 5"

    3"3"

    2"

    2"

    1'-9

    "

    12"

    CLR

    .

    1"

    AUTOMATIC ROLLOUT TOOL TRAY - SAME ALUMINUM AS DRAWER TRAYS IN TABLE

    RECESSED DISPLAY

    WHITE INTERIOR

    PERFORATED METAL DOOR

    RECESSED LINEAR LED EDGE LIGHTING

    DASHED LINE OF DRAWER O.D.:17"(W) X 21"(D) X 4.25"(H)

    DASHED LINE OF DRAWER O.D.:17"(W) X 21"(D) X 4.5"(H) 3/4"THK. CABINET WALLS

    HOT-ROLLED STL. BASE

    HOT-ROLLED STL. BASE

    CONCEALED LEGS W/ ADJUSTABLE FEET

    TRASH LINER RAIL TO SLIDE OUT TRASH 1.5" X 1" L-ANGLE

    FASTENED TO 3/4" THK. CABINET WALLSCURVE ENDS. SIMILAR TO PHOTO C. AND D.

    CABINET DOORS BOTH SIDES

    CABINET DOORS

    1" x 1" L- ANGLE

    2" THK. CONCRETE COUNTER TOP

    STL. TRASH BIN:4.5" W. 20" L. x 30" H.ACCESS FROM BOTH SIDES

    1" x 1" L- ANGLE

    LINE OF DIAG BRACE 1" L- ANGLE1" x 1" L- ANGLE

    1" x 1" L- ANGLE

    A05

    3 1/2" SLOT FOR TRASH W/ PERF. MTL. PANEL ON HINGE

    2" THK. CONC. COUNTER TOP

    03Sections @ Custom BuildTable (O-Store)CUSTOM WALL / TABLE

    ALL CABINET DOOR STRIKE SIDE SHALL SWING OPEN TOWARDS THE CENTER OF THE SALES ROOM (HINGE ON THE PRODUCTWALL SIDE)

    OAKLEYFIXTURE DESIGN MANUAL

    PROJECT: 1653-14-193SCALE: N.T.S. 04.29.15Scale: Project No.:

    OAKLEYO-STOREFIXTURE DESIGN MANUAL 03.11.15

    053/4" = 1'-0" 1653-14-193

    Sections @ Custom Build Table (O-Store)CUSTOM WALL / TABLE

    A. LONG SECTION B. CROSS SECTION

    C.D.E. F.

    41

    "

    18"

    47"

    5"

    30"

    14"4"

    5'-5"18"

    5"

    6 1 4

    "6 1 4

    "6 1 4

    "6 1 4

    "6 1 4

    "

    19" 19" 19" 5"

    3"3"

    2"

    2"

    1'-9

    "

    12"

    CLR

    .

    1"

    AUTOMATIC ROLLOUT TOOL TRAY - SAME ALUMINUM AS DRAWER TRAYS IN TABLE

    RECESSED DISPLAY

    WHITE INTERIOR

    PERFORATED METAL DOOR

    RECESSED LINEAR LED EDGE LIGHTING

    DASHED LINE OF DRAWER O.D.:17"(W) X 21"(D) X 4.25"(H)

    DASHED LINE OF DRAWER O.D.:17"(W) X 21"(D) X 4.5"(H) 3/4"THK. CABINET WALLS

    HOT-ROLLED STL. BASE

    HOT-ROLLED STL. BASE

    CONCEALED LEGS W/ ADJUSTABLE FEET

    TRASH LINER RAIL TO SLIDE OUT TRASH 1.5" X 1" L-ANGLE

    FASTENED TO 3/4" THK. CABINET WALLSCURVE ENDS. SIMILAR TO PHOTO C. AND D.

    CABINET DOORS BOTH SIDES

    CABINET DOORS

    1" x 1" L- ANGLE

    2" THK. CONCRETE COUNTER TOP

    STL. TRASH BIN:4.5" W. 20" L. x 30" H.ACCESS FROM BOTH SIDES

    1" x 1" L- ANGLE

    LINE OF DIAG BRACE 1" L- ANGLE1" x 1" L- ANGLE

    1" x 1" L- ANGLE

    A05

    3 1/2" SLOT FOR TRASH W/ PERF. MTL. PANEL ON HINGE

    2" THK. CONC. COUNTER TOP

    03Sections @ Custom BuildTable (O-Store)CUSTOM WALL / TABLE

    ALL CABINET DOOR STRIKE SIDE SHALL SWING OPEN TOWARDS THE CENTER OF THE SALES ROOM (HINGE ON THE PRODUCTWALL SIDE)

    OAKLEYFIXTURE DESIGN MANUAL

    PROJECT: 1653-14-193 04.29.15SCALE: AS SHOWNScale: Project No.:

    OAKLEYVAULTFIXTURE DESIGN MANUAL 04.21.15

    06As Shown 1653-14-193

    Elevations @ Custom Build Table (O-Store )CUSTOM WALL / TABLE

    Scale: 3/4" = 1'-0" Scale: 3/4" = 1'-0" Scale: 3" = 1'-0"

    Scale: 3" = 1'-0"

    Scale: 3" = 1'-0"

    B. FRONT ELEVATIONA. LONG ELEVATION

    C. FRONT DRAWER TRAY ELEVATION

    D. SIDE DRAWER TRAY ELEVATION

    E. DRAWER TRAY SECTION

    85

    85

    4 1/

    2"

    4 1/

    2"

    1'-5"

    1'-9"

    1'-9"

    4 1/

    2"

    3/4"

    3/4"

    3/4"

    3/4"

    6"

    85

    3"

    1"

    3"

    CL

    SWITCH - ONE TOUCH - OPEN AND CLOSE(SAME ON BOTH SIDES OF COLUMN)

    TOOL TRAYDISPLAY

    SWITCH - ONE TOUCH - OPEN AND CLOSE(SAME ON BOTH SIDES OF COLUMN)

    1/8" OFFSET AROUND DOORS

    NAME CARD HOLDER

    DRAWER HANDLE

    NAME CARD HOLDER

    DRAWER HANDLE - BENT SHEET MTL. FASTENED TO DRAWER WALL

    DRAWER PULL HOLE

    04Elevations @ Custom Build Table (O-Store)CUSTOM WALL / TABLE

    ALL CABINET DOOR STRIKE SIDE SHALL SWING OPEN TOWARDS THE CENTER OF THE SALES ROOM (HINGE ON THE PRODUCTWALL SIDE)

    OAKLEYFIXTURE DESIGN MANUAL

    PROJECT: 1653-14-193 04.29.15SCALE: AS SHOWNScale: Project No.:

    OAKLEYVAULTFIXTURE DESIGN MANUAL 04.21.15

    06As Shown 1653-14-193

    Elevations @ Custom Build Table (O-Store )CUSTOM WALL / TABLE

    Scale: 3/4" = 1'-0" Scale: 3/4" = 1'-0" Scale: 3" = 1'-0"

    Scale: 3" = 1'-0"

    Scale: 3" = 1'-0"

    B. FRONT ELEVATIONA. LONG ELEVATION

    C. FRONT DRAWER TRAY ELEVATION

    D. SIDE DRAWER TRAY ELEVATION

    E. DRAWER TRAY SECTION

    85

    85

    4 1/

    2"

    4 1/

    2"

    1'-5"

    1'-9"

    1'-9"

    4 1/

    2"

    3/4"

    3/4"

    3/4"

    3/4"

    6"

    85

    3"

    1"

    3"

    CL

    SWITCH - ONE TOUCH - OPEN AND CLOSE(SAME ON BOTH SIDES OF COLUMN)

    TOOL TRAYDISPLAY

    SWITCH - ONE TOUCH - OPEN AND CLOSE(SAME ON BOTH SIDES OF COLUMN)

    1/8" OFFSET AROUND DOORS

    NAME CARD HOLDER

    DRAWER HANDLE

    NAME CARD HOLDER

    DRAWER HANDLE - BENT SHEET MTL. FASTENED TO DRAWER WALL

    DRAWER PULL HOLE

    04Elevations @ Custom Build Table (O-Store)CUSTOM WALL / TABLE

    ALL CABINET DOOR STRIKE SIDE SHALL SWING OPEN TOWARDS THE CENTER OF THE SALES ROOM (HINGE ON THE PRODUCTWALL SIDE)

    OAKLEYFIXTURE DESIGN MANUAL

    PROJECT: 1653-14-193 04.29.15SCALE: AS SHOWNScale: Project No.:

    OAKLEYVAULTFIXTURE DESIGN MANUAL 04.21.15

    06As Shown 1653-14-193

    Elevations @ Custom Build Table (O-Store )CUSTOM WALL / TABLE

    Scale: 3/4" = 1'-0" Scale: 3/4" = 1'-0" Scale: 3" = 1'-0"

    Scale: 3" = 1'-0"

    Scale: 3" = 1'-0"

    B. FRONT ELEVATIONA. LONG ELEVATION

    C. FRONT DRAWER TRAY ELEVATION

    D. SIDE DRAWER TRAY ELEVATION

    E. DRAWER TRAY SECTION

    85

    85

    4 1/

    2"

    4 1/

    2"

    1'-5"

    1'-9"

    1'-9"

    4 1/

    2"

    3/4"

    3/4"

    3/4"

    3/4"

    6"

    85

    3"

    1"

    3"

    CL

    SWITCH - ONE TOUCH - OPEN AND CLOSE(SAME ON BOTH SIDES OF COLUMN)

    TOOL TRAYDISPLAY

    SWITCH - ONE TOUCH - OPEN AND CLOSE(SAME ON BOTH SIDES OF COLUMN)

    1/8" OFFSET AROUND DOORS

    NAME CARD HOLDER

    DRAWER HANDLE

    NAME CARD HOLDER

    DRAWER HANDLE - BENT SHEET MTL. FASTENED TO DRAWER WALL

    DRAWER PULL HOLE

    04Elevations @ Custom Build Table (O-Store)CUSTOM WALL / TABLE

    ALL CABINET DOOR STRIKE SIDE SHALL SWING OPEN TOWARDS THE CENTER OF THE SALES ROOM (HINGE ON THE PRODUCTWALL SIDE)

    OAKLEYFIXTURE DESIGN MANUAL

    PROJECT: 1653-14-193 04.29.15SCALE: AS SHOWNScale: Project No.:

    OAKLEYVAULTFIXTURE DESIGN MANUAL 04.21.15

    06As Shown 1653-14-193

    Elevations @ Custom Build Table (O-Store )CUSTOM WALL / TABLE

    Scale: 3/4" = 1'-0" Scale: 3/4" = 1'-0" Scale: 3" = 1'-0"

    Scale: 3" = 1'-0"

    Scale: 3" = 1'-0"

    B. FRONT ELEVATIONA. LONG ELEVATION

    C. FRONT DRAWER TRAY ELEVATION

    D. SIDE DRAWER TRAY ELEVATION

    E. DRAWER TRAY SECTION

    85

    85

    4 1/

    2"

    4 1/

    2"

    1'-5"

    1'-9"

    1'-9"

    4 1/

    2"

    3/4"

    3/4"

    3/4"

    3/4"

    6"

    85

    3"

    1"

    3"

    CL

    SWITCH - ONE TOUCH - OPEN AND CLOSE(SAME ON BOTH SIDES OF COLUMN)

    TOOL TRAYDISPLAY

    SWITCH - ONE TOUCH - OPEN AND CLOSE(SAME ON BOTH SIDES OF COLUMN)

    1/8" OFFSET AROUND DOORS

    NAME CARD HOLDER

    DRAWER HANDLE

    NAME CARD HOLDER

    DRAWER HANDLE - BENT SHEET MTL. FASTENED TO DRAWER WALL

    DRAWER PULL HOLE

    04Elevations @ Custom Build Table (O-Store)CUSTOM WALL / TABLE

    ALL CABINET DOOR STRIKE SIDE SHALL SWING OPEN TOWARDS THE CENTER OF THE SALES ROOM (HINGE ON THE PRODUCTWALL SIDE)

  • siegfried flores | 04Scale: Project No.: 1779.15.72 07.08.15 PG. 6

    architectureandinteriors

    MONTERY PARK 2086 S. ATLANTIC BLVD. MONTERY PARK, CA 91754

    ELEVATION 01

    1/4 = 1-0MONTEREY PARK2086 S. ATLANTIC BLVD.MONTEREY PARK, CA 91754

    01

    1/4" = 1'-0"Scale: Project No.: 1779-15-72

    INTERIOR ELEVATIONS

    05.29.15

    25 EXPOSE (E) REVERSE BOW TRUSS, PAINT10

    11

    12

    13

    14

    15

    (N) CUSTOM STOREFRONT WINDOW, MULLIONS SPACED TO MATCH WIDTH OF ADJACENT TABLE TOPSDECORATIVE SURFACE - MOUNTED RECESSED DOWN LIGHT WOOD BOX TRIM BLACK CYLINDRICAL DECORATIVE PENDANT LIGHT

    GYP. BD. CEILING PAINT WHITE BOTTOM @ 11'-0" AFF

    GYP. BD. SOFFIT BOTTOM @ 7'-0" AFF

    SUSPENDED TECTUM PANEL CLOUD - NATURAL. BUTT-JOINT SQUARE EDGES. 1X6 SOLID WD. PERIMETER TRIM. BOTTOM OF CLOUD AT 10'-0" AFF

    GYP. BD. CEILING PAINT WHITE BOTTOM @ 10'-0" AFF (RUN HVAC DUCTING WITHIN THIS SOFFIT TO CONDITION DINING ROOM)

    1125

    23

    7 17

    2'-10"

    3'-0"

    6'-5"

    9'-0"

    10'-0" 12'-11"

    4'-6"6'-11"

    10'-0"

    10'-0"

    10'-0"

    9'-11"

    19

    18

    T2

    16

    17

    18

    19

    21

    22

    23

    24

    TV MONITORS FOR MENU GRAPHICS

    PAINT RECESSED SOFFIT BLACK FOR MENU BOARD BACKGROUND

    3" BLACK RUBBER BASE - JOHNSONITE - MANDALAY

    GYPSUM SOFFIT WITH RED WALLPAPER

    GYP. BD. SOFFIT PAINT

    3X6 GLASS TILE BACK - PAINTED LIGHT GREEN, STACKED PATTERN

    CERAMIC WOOD TILE

    CERAMIC WOOD TILE

    T1

    STN2

    KEYNOTES

    1

    2

    3

    4

    5

    6

    7

    8

    9

    SOLID SURFACE COUNTERTOP

    BENCH SEAT 48" LONG

    TRASH SURROUND

    DRINK STATION

    STRAIGHT SNEEZE GUARD (FRAMELESS)

    CUSTOM CURVED BANQUETTE / BENCH (LEFT)

    PARTITION PANEL W/ "TEA BAR" SIGNAGE

    ANODIZED ALUM CENTER-GLAZED WINDOW DARK BRONZEBUTT-JOINT GLAZING CORNER

    235 2289

    T3

    24

    10'-0"

    21

    P1

    P1

    p a n d a e x p r e s smonterey park, ca

    valerio architectsScale: Project No.: 1779.15.72 07.08.15 PG. 7

    architectureandinteriors

    MONTERY PARK 2086 S. ATLANTIC BLVD. MONTERY PARK, CA 91754

    ELEVATION 02

    1/4 = 1-0MONTEREY PARK2086 S. ATLANTIC BLVD.MONTEREY PARK, CA 91754

    02

    1/4" = 1'-0"Scale: Project No.: 1779-15-72

    INTERIOR ELEVATIONS

    05.29.15

    KEYNOTES

    1

    2

    3

    4

    5

    6

    7

    8

    9

    CONCRETE TABLE TOP 30" X 48" W/ BLACK BASE

    BENCH SEAT 48" LONG

    TRASH SURROUND

    DRINK STATION

    TRASH SURROUND W/ STORAGE

    CUSTOM CURVED BANQUETTE / BENCH (LEFT)

    PARTITION PANEL W/ "TEA BAR" SIGNAGE

    CUSTOM STRAIGHT BANQUETTE 17'-0" LONG

    CUSTOM DECORATIVE DOOR

    10

    11

    12

    13

    14

    15

    (N) CUSTOM STOREFRONT WINDOW, MULLIONS SPACED TO MATCH WIDTH OF ADJACENT TABLE TOPSDECORATIVE SURFACE - MOUNTED RECESSED DOWN LIGHT WOOD BOX TRIMBLACK CYLINDRICAL DECORATIVE PENDANT LIGHT

    SURFACE MOUNTED DOWNLIGHT

    GYP. BD. SOFFIT BOTTOM @ 7'-0" AFF

    SUSPENDED TECTUM PANEL CLOUD - NATURAL. BUTT-JOINT SQUARE EDGES. 1X6 SOLID WD. PERIMETER TRIM. BOTTOM OF CLOUD AT 10'-0" AFF

    GYP. BD. CEILING PAINT WHITE BOTTOM @ 10'-0" AFF (RUN HVAC DUCTING WITHIN THIS SOFFIT TO CONDITION DINING ROOM)

    16

    17

    18

    19

    21

    22

    23

    2425

    CERAMIC WOOD TILE

    PAINT RECESSED SOFFIT BLACK FOR MENU BOARD BACKGROUND

    FACE OF SOFFIT - RED WALL PAPER

    FIXED WD. PANEL

    GYP. BD. SOFFIT PAINT

    3" x 6" LIGHT GREEN TILE

    HINGED 3/4" THK WOOD PANEL TO HIDE ICE MACHINE TOWERBEVERAGE STATION CABINET DOORSBEIGE STONE TOP

    21

    310 125 BEVERAGE STATIONSTORAGE

    22

    12 1623

    13'-0"

    10'-0"

    7'-6"

    22

    2319

    T1

    P1

    WD1

    WD1

    T3

    WD1

    24

    STN3

    25

    CERAMIC WOOD TILE

    FIXED WOOD PANEL

    OPERABLE WOODPANEL

    BLACK STONE CAP

    LIGHT GREEN GLASS TILE

    BEIGE STONE TOPBEVERAGE COUNTER

    OPERABLE WOODPANEL

    BLACK RUBBER BASE

  • siegfried flores | 05

    y a k i y a nhacienda heights, ca

    valerio architects

  • siegfried flores | 06

    n e k t e rhuntington beach, ca

    valerio architects

    UNISEXRESTROOM

    04

    B.O.H 06

    WALK-INFREEZER

    05

    SERVICE03SEATING01

    ORDERING02

    STORAGE07

    1/18/16

    1937

    -A2.

    1-A3

    .1-A

    4.1-

    D1.P

    C9CA

    D Fi

    le:

    6'-7

    34 "

    43'-10"

    5'-2

    "8

    '-5

    1/2

    "

    6'-4

    1/2

    "

    7'-4 1/2"

    1'-3

    "

    5'-4

    "3'-0

    "3'-1

    1"

    10'-2 1/2"

    7'-5 1

    /2"

    6'-8 1/2"

    5'-0"

    30

    '-4"

    6'-2

    "

    6"

    28'-0"

    28'-2 1/2"

    4 1

    /2"

    4

    1

    32

    4

    5

    6

    24

    7 9

    8

    8

    8

    910

    4

    1

    02A5.0

    02A5.0

    E

    E

    01A5.0

    01A5.0

    01

    04

    02

    03A5.1 02A5.2

    01 A5.2

    02A5.3

    01 A5.3

    02A5.4

    01 A5.4

    04

    A5.3

    03

    A5.3

    (E) CONSTRUCTION TO REMAIN

    (E) DEMISING WALL

    FULL HEIGHT WALL(3 5/8" / 6" MTL. STUD W/ 5/8" GYP. BD. EA. SIDE)

    PLUMBING / ELECTRICAL WALL(6" MTL. STUD W/ 5/8" GYP. BD. EA. SIDE)

    (E) CONSTRUCTION TO BE DEMOLISHED

    (E) WINDOW/STOREFRONT

    1 REFER TO KEY NOTES

    REFER TO DOOR SCHEDULE. SEE SHEET A--

    REFER TO WINDOW SCHEDULE. SEE SHEET A--

    EXIT SIGN ABOVE

    FLOOR DRAIN

    E

    1

    PORCELAIN FLOOR SINK FOR INDIRECT DRAIN

    FURR-OUT PLUMBING WALL(6" MTL. STUD W/ 5/8" GYP. BD. ON ONE SIDE)

    A

    A2.1

    1/4" = 1'-0"

    Floor PlanPartition Plan

    01 FLOOR PLAN - FIRST FLOORSCALE 1/4" = 1'-0"

    KEY NOTES

    SHEET NOTES

    LEGEND

    1. LOCATION OF (E) ELECTRICAL PANELS

    2. (E) STOREFRONT AND STOREFRONT DOOR

    3. (E) WALK-IN COOLER TO REMAIN

    4. LINE OF (N) CASEWORK/ MILLWORK, REFER TO SHEET A4.1

    5. (E) SERVICE DOOR

    6. (E) ACCESSIBLE UNISEX RESTROOM (E) FIXTURES TO REMAIN

    7. (N) 2 PANEL ELIASON DOOR

    8. (N) FLOOR SINK

    9. (N) FLOOR DRAIN

    10. (E) FLOOR DRAIN

    A. REFER TO SHEET A0.2, A0.3 & A0.4 FOR GENERAL NOTES AND REQUIREMENTS, PARTITION NOTES, FINISH NOTES, RCP NOTES, MEP NOTES AND FIRE NOTES.

    B. REFER TO SHEETS A0.4 & A0.5 FOR ACCESSIBLE NOTES AND THE BARRIER-FREE DETAILS FOR DOOR CLEARANCES & STANDARDS.

    C. (E) DEMISING WALL MUST MAINTAIN (E) 1-HR RATING

    D. PROVIDE FIRE SPRINKLER SYSTEM NFPA 13 THIS LEVEL. ALL FIRE SPRINKLER MODIFICATIONS SHALL BE PERFORMED BY LL APPROVED FIRE SPRINKLER CONTRACTOR.

    E. GC TO COORDINATE W / KEC FOR LOCATION OF BACKING FOR SHELVING & KITCHEN EQUIPMENT AS REQUIRED

    F. ANY FLOOR PENETRATION WILL REQUIRE LL APPROVAL. COORDINATE W/ LL

    SF

    Date DESCRIPTION

    PROJECT

    Date Modied:Date Created:Scale:Project No.:Drawn By:CAD File:

    1937-15-230

    12/23/15

    NEKTER SEA CLIFF7101 YORKTOWN AVE., SUITE 105HUNTINGTON BEACH, CA 92648

    1/18/16 Permit Set

    UNISEXRESTROOM

    04

    B.O.H 06

    WALK-INFREEZER

    05

    SERVICE03SEATING01

    ORDERING02

    STORAGE07

    1/18/1619

    37-A

    2.1-

    A3.1

    -A4.

    1-D1

    .PC9

    CAD

    File:

    6'-7

    34 "

    43'-10"

    5'-2

    "8

    '-5

    1/2

    "

    6'-4

    1/2

    "

    7'-4 1/2"

    1'-3

    "

    5'-4

    "3'-0

    "3'-1

    1"

    10'-2 1/2"

    7'-5 1

    /2"

    6'-8 1/2"

    5'-0"

    30

    '-4"

    6'-2

    "

    6"

    28'-0"

    28'-2 1/2"

    4 1

    /2"

    4

    1

    32

    4

    5

    6

    24

    7 9

    8

    8

    8

    910

    4

    1

    02A5.0

    02A5.0

    E

    E

    01A5.0

    01A5.0

    01

    04

    02

    03A5.1 02A5.2

    01 A5.2

    02A5.3

    01 A5.3

    02A5.4

    01 A5.4

    04

    A5.3

    03

    A5.3

    (E) CONSTRUCTION TO REMAIN

    (E) DEMISING WALL

    FULL HEIGHT WALL(3 5/8" / 6" MTL. STUD W/ 5/8" GYP. BD. EA. SIDE)

    PLUMBING / ELECTRICAL WALL(6" MTL. STUD W/ 5/8" GYP. BD. EA. SIDE)

    (E) CONSTRUCTION TO BE DEMOLISHED

    (E) WINDOW/STOREFRONT

    1 REFER TO KEY NOTES

    REFER TO DOOR SCHEDULE. SEE SHEET A--

    REFER TO WINDOW SCHEDULE. SEE SHEET A--

    EXIT SIGN ABOVE

    FLOOR DRAIN

    E

    1

    PORCELAIN FLOOR SINK FOR INDIRECT DRAIN

    FURR-OUT PLUMBING WALL(6" MTL. STUD W/ 5/8" GYP. BD. ON ONE SIDE)

    A

    A2.1

    1/4" = 1'-0"

    Floor PlanPartition Plan

    01 FLOOR PLAN - FIRST FLOORSCALE 1/4" = 1'-0"

    KEY NOTES

    SHEET NOTES

    LEGEND

    1. LOCATION OF (E) ELECTRICAL PANELS

    2. (E) STOREFRONT AND STOREFRONT DOOR

    3. (E) WALK-IN COOLER TO REMAIN

    4. LINE OF (N) CASEWORK/ MILLWORK, REFER TO SHEET A4.1

    5. (E) SERVICE DOOR

    6. (E) ACCESSIBLE UNISEX RESTROOM (E) FIXTURES TO REMAIN

    7. (N) 2 PANEL ELIASON DOOR

    8. (N) FLOOR SINK

    9. (N) FLOOR DRAIN

    10. (E) FLOOR DRAIN

    A. REFER TO SHEET A0.2, A0.3 & A0.4 FOR GENERAL NOTES AND REQUIREMENTS, PARTITION NOTES, FINISH NOTES, RCP NOTES, MEP NOTES AND FIRE NOTES.

    B. REFER TO SHEETS A0.4 & A0.5 FOR ACCESSIBLE NOTES AND THE BARRIER-FREE DETAILS FOR DOOR CLEARANCES & STANDARDS.

    C. (E) DEMISING WALL MUST MAINTAIN (E) 1-HR RATING

    D. PROVIDE FIRE SPRINKLER SYSTEM NFPA 13 THIS LEVEL. ALL FIRE SPRINKLER MODIFICATIONS SHALL BE PERFORMED BY LL APPROVED FIRE SPRINKLER CONTRACTOR.

    E. GC TO COORDINATE W / KEC FOR LOCATION OF BACKING FOR SHELVING & KITCHEN EQUIPMENT AS REQUIRED

    F. ANY FLOOR PENETRATION WILL REQUIRE LL APPROVAL. COORDINATE W/ LL

    SF

    Date DESCRIPTION

    PROJECT

    Date Modied:Date Created:Scale:Project No.:Drawn By:CAD File:

    1937-15-230

    12/23/15

    NEKTER SEA CLIFF7101 YORKTOWN AVE., SUITE 105HUNTINGTON BEACH, CA 92648

    1/18/16 Permit Set

    UNISEXRESTROOM

    04

    B.O.H 06

    WALK-INFREEZER

    05

    SERVICE03SEATING01

    ORDERING02

    STORAGE07

    1/18/16

    1937

    -A2.

    1-A3

    .1-A

    4.1-

    D1.P

    C9CA

    D Fi

    le:

    6'-7

    34 "

    43'-10"

    5'-2

    "8

    '-5

    1/2

    "

    6'-4

    1/2

    "

    7'-4 1/2"

    1'-3

    "

    5'-4

    "3'-0

    "3'-1

    1"

    10'-2 1/2"

    7'-5 1

    /2"

    6'-8 1/2"

    5'-0"

    30

    '-4"

    6'-2

    "

    6"

    28'-0"

    28'-2 1/2"

    4 1

    /2"

    4

    1

    32

    4

    5

    6

    24

    7 9

    8

    8

    8

    910

    4

    1

    02A5.0

    02A5.0

    E

    E

    01A5.0

    01A5.0

    01

    04

    02

    03A5.1 02A5.2

    01 A5.2

    02A5.3

    01 A5.3

    02A5.4

    01 A5.4

    04

    A5.3

    03

    A5.3

    (E) CONSTRUCTION TO REMAIN

    (E) DEMISING WALL

    FULL HEIGHT WALL(3 5/8" / 6" MTL. STUD W/ 5/8" GYP. BD. EA. SIDE)

    PLUMBING / ELECTRICAL WALL(6" MTL. STUD W/ 5/8" GYP. BD. EA. SIDE)

    (E) CONSTRUCTION TO BE DEMOLISHED

    (E) WINDOW/STOREFRONT

    1 REFER TO KEY NOTES

    REFER TO DOOR SCHEDULE. SEE SHEET A--

    REFER TO WINDOW SCHEDULE. SEE SHEET A--

    EXIT SIGN ABOVE

    FLOOR DRAIN

    E

    1

    PORCELAIN FLOOR SINK FOR INDIRECT DRAIN

    FURR-OUT PLUMBING WALL(6" MTL. STUD W/ 5/8" GYP. BD. ON ONE SIDE)

    A

    A2.1

    1/4" = 1'-0"

    Floor PlanPartition Plan

    01 FLOOR PLAN - FIRST FLOORSCALE 1/4" = 1'-0"

    KEY NOTES

    SHEET NOTES

    LEGEND

    1. LOCATION OF (E) ELECTRICAL PANELS

    2. (E) STOREFRONT AND STOREFRONT DOOR

    3. (E) WALK-IN COOLER TO REMAIN

    4. LINE OF (N) CASEWORK/ MILLWORK, REFER TO SHEET A4.1

    5. (E) SERVICE DOOR

    6. (E) ACCESSIBLE UNISEX RESTROOM (E) FIXTURES TO REMAIN

    7. (N) 2 PANEL ELIASON DOOR

    8. (N) FLOOR SINK

    9. (N) FLOOR DRAIN

    10. (E) FLOOR DRAIN

    A. REFER TO SHEET A0.2, A0.3 & A0.4 FOR GENERAL NOTES AND REQUIREMENTS, PARTITION NOTES, FINISH NOTES, RCP NOTES, MEP NOTES AND FIRE NOTES.

    B. REFER TO SHEETS A0.4 & A0.5 FOR ACCESSIBLE NOTES AND THE BARRIER-FREE DETAILS FOR DOOR CLEARANCES & STANDARDS.

    C. (E) DEMISING WALL MUST MAINTAIN (E) 1-HR RATING

    D. PROVIDE FIRE SPRINKLER SYSTEM NFPA 13 THIS LEVEL. ALL FIRE SPRINKLER MODIFICATIONS SHALL BE PERFORMED BY LL APPROVED FIRE SPRINKLER CONTRACTOR.

    E. GC TO COORDINATE W / KEC FOR LOCATION OF BACKING FOR SHELVING & KITCHEN EQUIPMENT AS REQUIRED

    F. ANY FLOOR PENETRATION WILL REQUIRE LL APPROVAL. COORDINATE W/ LL

    SF

    Date DESCRIPTION

    PROJECT

    Date Modied:Date Created:Scale:Project No.:Drawn By:CAD File:

    1937-15-230

    12/23/15

    NEKTER SEA CLIFF7101 YORKTOWN AVE., SUITE 105HUNTINGTON BEACH, CA 92648

    1/18/16 Permit Set

    UNISEXRESTROOM

    04

    B.O.H 06

    WALK-INFREEZER

    05

    SERVICE03SEATING01

    ORDERING02

    STORAGE07

    1/18/16

    1937

    -A2.

    1-A3

    .1-A

    4.1-

    D1.P

    C9CA

    D Fi

    le:

    6'-7

    34 "

    43'-10"

    5'-2

    "8

    '-5

    1/2

    "

    6'-4

    1/2

    "

    7'-4 1/2"

    1'-3

    "

    5'-4

    "3'-0

    "3'-1

    1"

    10'-2 1/2"

    7'-5 1

    /2"

    6'-8 1/2"

    5'-0"

    30

    '-4"

    6'-2

    "

    6"

    28'-0"

    28'-2 1/2"

    4 1

    /2"

    4

    1

    32

    4

    5

    6

    24

    7 9

    8

    8

    8

    910

    4

    1

    02A5.0

    02A5.0

    E

    E

    01A5.0

    01A5.0

    01

    04

    02

    03A5.1 02A5.2

    01 A5.2

    02A5.3

    01 A5.3

    02A5.4

    01 A5.4

    04

    A5.3

    03

    A5.3

    (E) CONSTRUCTION TO REMAIN

    (E) DEMISING WALL

    FULL HEIGHT WALL(3 5/8" / 6" MTL. STUD W/ 5/8" GYP. BD. EA. SIDE)

    PLUMBING / ELECTRICAL WALL(6" MTL. STUD W/ 5/8" GYP. BD. EA. SIDE)

    (E) CONSTRUCTION TO BE DEMOLISHED

    (E) WINDOW/STOREFRONT

    1 REFER TO KEY NOTES

    REFER TO DOOR SCHEDULE. SEE SHEET A--

    REFER TO WINDOW SCHEDULE. SEE SHEET A--

    EXIT SIGN ABOVE

    FLOOR DRAIN

    E

    1

    PORCELAIN FLOOR SINK FOR INDIRECT DRAIN

    FURR-OUT PLUMBING WALL(6" MTL. STUD W/ 5/8" GYP. BD. ON ONE SIDE)

    A

    A2.1

    1/4" = 1'-0"

    Floor PlanPartition Plan

    01 FLOOR PLAN - FIRST FLOORSCALE 1/4" = 1'-0"

    KEY NOTES

    SHEET NOTES

    LEGEND

    1. LOCATION OF (E) ELECTRICAL PANELS

    2. (E) STOREFRONT AND STOREFRONT DOOR

    3. (E) WALK-IN COOLER TO REMAIN

    4. LINE OF (N) CASEWORK/ MILLWORK, REFER TO SHEET A4.1

    5. (E) SERVICE DOOR

    6. (E) ACCESSIBLE UNISEX RESTROOM (E) FIXTURES TO REMAIN

    7. (N) 2 PANEL ELIASON DOOR

    8. (N) FLOOR SINK

    9. (N) FLOOR DRAIN

    10. (E) FLOOR DRAIN

    A. REFER TO SHEET A0.2, A0.3 & A0.4 FOR GENERAL NOTES AND REQUIREMENTS, PARTITION NOTES, FINISH NOTES, RCP NOTES, MEP NOTES AND FIRE NOTES.

    B. REFER TO SHEETS A0.4 & A0.5 FOR ACCESSIBLE NOTES AND THE BARRIER-FREE DETAILS FOR DOOR CLEARANCES & STANDARDS.

    C. (E) DEMISING WALL MUST MAINTAIN (E) 1-HR RATING

    D. PROVIDE FIRE SPRINKLER SYSTEM NFPA 13 THIS LEVEL. ALL FIRE SPRINKLER MODIFICATIONS SHALL BE PERFORMED BY LL APPROVED FIRE SPRINKLER CONTRACTOR.

    E. GC TO COORDINATE W / KEC FOR LOCATION OF BACKING FOR SHELVING & KITCHEN EQUIPMENT AS REQUIRED

    F. ANY FLOOR PENETRATION WILL REQUIRE LL APPROVAL. COORDINATE W/ LL

    SF

    Date DESCRIPTION

    PROJECT

    Date Modied:Date Created:Scale:Project No.:Drawn By:CAD File:

    1937-15-230

    12/23/15

    NEKTER SEA CLIFF7101 YORKTOWN AVE., SUITE 105HUNTINGTON BEACH, CA 92648

    1/18/16 Permit Set

    UNISEXRESTROOM

    04

    B.O.H 06

    WALK-INFREEZER

    05

    SERVICE03SEATING01

    ORDERING02

    STORAGE07

    1/18/16

    1937

    -A2.

    1-A3

    .1-A

    4.1-

    D1.P

    C9CA

    D Fi

    le:

    6'-7

    34 "

    43'-10"

    5'-2

    "8

    '-5

    1/2

    "

    6'-4

    1/2

    "

    7'-4 1/2"

    1'-3

    "

    5'-4

    "3'-0

    "3'-1

    1"

    10'-2 1/2"

    7'-5 1

    /2"

    6'-8 1/2"

    5'-0"

    30

    '-4"

    6'-2

    "

    6"

    28'-0"

    28'-2 1/2"

    4 1

    /2"

    4

    1

    32

    4

    5

    6

    24

    7 9

    8

    8

    8

    910

    4

    1

    02A5.0

    02A5.0

    E

    E

    01A5.0

    01A5.0

    01

    04

    02

    03A5.1 02A5.2

    01 A5.2

    02A5.3

    01 A5.3

    02A5.4

    01 A5.4

    04

    A5.3

    03

    A5.3

    (E) CONSTRUCTION TO REMAIN

    (E) DEMISING WALL

    FULL HEIGHT WALL(3 5/8" / 6" MTL. STUD W/ 5/8" GYP. BD. EA. SIDE)

    PLUMBING / ELECTRICAL WALL(6" MTL. STUD W/ 5/8" GYP. BD. EA. SIDE)

    (E) CONSTRUCTION TO BE DEMOLISHED

    (E) WINDOW/STOREFRONT

    1 REFER TO KEY NOTES

    REFER TO DOOR SCHEDULE. SEE SHEET A--

    REFER TO WINDOW SCHEDULE. SEE SHEET A--

    EXIT SIGN ABOVE

    FLOOR DRAIN

    E

    1

    PORCELAIN FLOOR SINK FOR INDIRECT DRAIN

    FURR-OUT PLUMBING WALL(6" MTL. STUD W/ 5/8" GYP. BD. ON ONE SIDE)

    A

    A2.1

    1/4" = 1'-0"

    Floor PlanPartition Plan

    01 FLOOR PLAN - FIRST FLOORSCALE 1/4" = 1'-0"

    KEY NOTES

    SHEET NOTES

    LEGEND

    1. LOCATION OF (E) ELECTRICAL PANELS

    2. (E) STOREFRONT AND STOREFRONT DOOR

    3. (E) WALK-IN COOLER TO REMAIN

    4. LINE OF (N) CASEWORK/ MILLWORK, REFER TO SHEET A4.1

    5. (E) SERVICE DOOR

    6. (E) ACCESSIBLE UNISEX RESTROOM (E) FIXTURES TO REMAIN

    7. (N) 2 PANEL ELIASON DOOR

    8. (N) FLOOR SINK

    9. (N) FLOOR DRAIN

    10. (E) FLOOR DRAIN

    A. REFER TO SHEET A0.2, A0.3 & A0.4 FOR GENERAL NOTES AND REQUIREMENTS, PARTITION NOTES, FINISH NOTES, RCP NOTES, MEP NOTES AND FIRE NOTES.

    B. REFER TO SHEETS A0.4 & A0.5 FOR ACCESSIBLE NOTES AND THE BARRIER-FREE DETAILS FOR DOOR CLEARANCES & STANDARDS.

    C. (E) DEMISING WALL MUST MAINTAIN (E) 1-HR RATING

    D. PROVIDE FIRE SPRINKLER SYSTEM NFPA 13 THIS LEVEL. ALL FIRE SPRINKLER MODIFICATIONS SHALL BE PERFORMED BY LL APPROVED FIRE SPRINKLER CONTRACTOR.

    E. GC TO COORDINATE W / KEC FOR LOCATION OF BACKING FOR SHELVING & KITCHEN EQUIPMENT AS REQUIRED

    F. ANY FLOOR PENETRATION WILL REQUIRE LL APPROVAL. COORDINATE W/ LL

    SF

    Date DESCRIPTION

    PROJECT

    Date Modied:Date Created:Scale:Project No.:Drawn By:CAD File:

    1937-15-230

    12/23/15

    NEKTER SEA CLIFF7101 YORKTOWN AVE., SUITE 105HUNTINGTON BEACH, CA 92648

    1/18/16 Permit Set

    UNISEXRESTROOM

    04

    B.O.H 06

    WALK-INFREEZER

    05

    SERVICE03SEATING01

    ORDERING02

    STORAGE07

    1/18/16

    1937

    -A2.

    1-A3

    .1-A

    4.1-

    D1.P

    C9CA

    D Fi

    le:

    6'-7

    34 "

    43'-10"

    5'-2

    "8

    '-5

    1/2

    "

    6'-4

    1/2

    "

    7'-4 1/2"

    1'-3

    "

    5'-4

    "3'-0

    "3'-1

    1"

    10'-2 1/2"

    7'-5 1

    /2"

    6'-8 1/2"

    5'-0"

    30

    '-4"

    6'-2

    "

    6"

    28'-0"

    28'-2 1/2"

    4 1

    /2"

    4

    1

    32

    4

    5

    6

    24

    7 9

    8

    8

    8

    910

    4

    1

    02A5.0

    02A5.0

    E

    E

    01A5.0

    01A5.0

    01

    04

    02

    03A5.1 02A5.2

    01 A5.2

    02A5.3

    01 A5.3

    02A5.4

    01 A5.4

    04

    A5.3

    03

    A5.3

    (E) CONSTRUCTION TO REMAIN

    (E) DEMISING WALL

    FULL HEIGHT WALL(3 5/8" / 6" MTL. STUD W/ 5/8" GYP. BD. EA. SIDE)

    PLUMBING / ELECTRICAL WALL(6" MTL. STUD W/ 5/8" GYP. BD. EA. SIDE)

    (E) CONSTRUCTION TO BE DEMOLISHED

    (E) WINDOW/STOREFRONT

    1 REFER TO KEY NOTES

    REFER TO DOOR SCHEDULE. SEE SHEET A--

    REFER TO WINDOW SCHEDULE. SEE SHEET A--

    EXIT SIGN ABOVE

    FLOOR DRAIN

    E

    1

    PORCELAIN FLOOR SINK FOR INDIRECT DRAIN

    FURR-OUT PLUMBING WALL(6" MTL. STUD W/ 5/8" GYP. BD. ON ONE SIDE)

    A

    A2.1

    1/4" = 1'-0"

    Floor PlanPartition Plan

    01 FLOOR PLAN - FIRST FLOORSCALE 1/4" = 1'-0"

    KEY NOTES

    SHEET NOTES

    LEGEND

    1. LOCATION OF (E) ELECTRICAL PANELS

    2. (E) STOREFRONT AND STOREFRONT DOOR

    3. (E) WALK-IN COOLER TO REMAIN

    4. LINE OF (N) CASEWORK/ MILLWORK, REFER TO SHEET A4.1

    5. (E) SERVICE DOOR

    6. (E) ACCESSIBLE UNISEX RESTROOM (E) FIXTURES TO REMAIN

    7. (N) 2 PANEL ELIASON DOOR

    8. (N) FLOOR SINK

    9. (N) FLOOR DRAIN

    10. (E) FLOOR DRAIN

    A. REFER TO SHEET A0.2, A0.3 & A0.4 FOR GENERAL NOTES AND REQUIREMENTS, PARTITION NOTES, FINISH NOTES, RCP NOTES, MEP NOTES AND FIRE NOTES.

    B. REFER TO SHEETS A0.4 & A0.5 FOR ACCESSIBLE NOTES AND THE BARRIER-FREE DETAILS FOR DOOR CLEARANCES & STANDARDS.

    C. (E) DEMISING WALL MUST MAINTAIN (E) 1-HR RATING

    D. PROVIDE FIRE SPRINKLER SYSTEM NFPA 13 THIS LEVEL. ALL FIRE SPRINKLER MODIFICATIONS SHALL BE PERFORMED BY LL APPROVED FIRE SPRINKLER CONTRACTOR.

    E. GC TO COORDINATE W / KEC FOR LOCATION OF BACKING FOR SHELVING & KITCHEN EQUIPMENT AS REQUIRED

    F. ANY FLOOR PENETRATION WILL REQUIRE LL APPROVAL. COORDINATE W/ LL

    SF

    Date DESCRIPTION

    PROJECT

    Date Modied:Date Created:Scale:Project No.:Drawn By:CAD File:

    1937-15-230

    12/23/15

    NEKTER SEA CLIFF7101 YORKTOWN AVE., SUITE 105HUNTINGTON BEACH, CA 92648

    1/18/16 Permit Set

  • siegfried flores | 07

    n e k t e rhuntington beach, ca

    valerio architects

    A. REFER TO ELEVATION AND REFLECTED CEILING PLAN FOR CEILING AND WALL FINISHES

    B. ALL INTERIOR FINISHES MUST COMPLY WITH THE CALIFORNIA BUILDING CODE - CBC CHAPTER 8.

    KEY PLANKEYNOTES SHEET NOTES SHEET NOTES LEGEND1 REFER TO KEY NOTES

    REFER TO FINISH SCHEDULE, A0.6

    REFER TO DOOR SCHEDULE

    FLR1

    1

    1. (E) MOP SINK TO REMAIN2. (E) WALK-IN FREEZER TO REMAIN3. (E) WATER HEATER TO REMAIN

    01 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    02 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    04 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    01 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    A5.3

    3/8" = 1'-0"

    Interior Elevations

    1/18/16

    SF

    1937

    -A5.

    3-SE

    CT.-I

    NT. E

    LEV.

    PC9

    CAD

    File:

    Date DESCRIPTION

    PROJECT

    Date Modied:Date Created:Scale:Project No.:Drawn By:CAD File:

    1937-15-230

    12/23/15

    NEKTER SEA CLIFF7101 YORKTOWN AVE., SUITE 105HUNTINGTON BEACH, CA 92648

    1/18/16 Permit Set

    04

    01

    02

    03

    K16 1K18 K15 K30 K318

    K18 K30K16 K102

    K01 K01 K01 K01

    K01

    B3

    B3 B3

    B3

    FRP1

    FRP1FRP1

    FRP1

    FRP1

    3

    02A8.3

    02A8.3

    02A8.3

    A. REFER TO ELEVATION AND REFLECTED CEILING PLAN FOR CEILING AND WALL FINISHES

    B. ALL INTERIOR FINISHES MUST COMPLY WITH THE CALIFORNIA BUILDING CODE - CBC CHAPTER 8.

    KEY PLANKEYNOTES SHEET NOTES SHEET NOTES LEGEND1 REFER TO KEY NOTES

    REFER TO FINISH SCHEDULE, A0.6

    REFER TO DOOR SCHEDULE

    FLR1

    1

    1. (E) MOP SINK TO REMAIN2. (E) WALK-IN FREEZER TO REMAIN3. (E) WATER HEATER TO REMAIN

    01 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    02 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    04 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    01 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    A5.3

    3/8" = 1'-0"

    Interior Elevations

    1/18/16

    SF

    1937

    -A5.

    3-SE

    CT.-I

    NT. E

    LEV.

    PC9

    CAD

    File:

    Date DESCRIPTION

    PROJECT

    Date Modied:Date Created:Scale:Project No.:Drawn By:CAD File:

    1937-15-230

    12/23/15

    NEKTER SEA CLIFF7101 YORKTOWN AVE., SUITE 105HUNTINGTON BEACH, CA 92648

    1/18/16 Permit Set

    04

    01

    02

    03

    K16 1K18 K15 K30 K318

    K18 K30K16 K102

    K01 K01 K01 K01

    K01

    B3

    B3 B3

    B3

    FRP1

    FRP1FRP1

    FRP1

    FRP1

    3

    02A8.3

    02A8.3

    02A8.3

    A. REFER TO ELEVATION AND REFLECTED CEILING PLAN FOR CEILING AND WALL FINISHES

    B. ALL INTERIOR FINISHES MUST COMPLY WITH THE CALIFORNIA BUILDING CODE - CBC CHAPTER 8.

    KEY PLANKEYNOTES SHEET NOTES SHEET NOTES LEGEND1 REFER TO KEY NOTES

    REFER TO FINISH SCHEDULE, A0.6

    REFER TO DOOR SCHEDULE

    FLR1

    1

    1. (E) MOP SINK TO REMAIN2. (E) WALK-IN FREEZER TO REMAIN3. (E) WATER HEATER TO REMAIN

    01 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    02 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    04 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    01 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    A5.3

    3/8" = 1'-0"

    Interior Elevations

    1/18/16

    SF

    1937

    -A5.

    3-SE

    CT.-I

    NT. E

    LEV.

    PC9

    CAD

    File:

    Date DESCRIPTION

    PROJECT

    Date Modied:Date Created:Scale:Project No.:Drawn By:CAD File:

    1937-15-230

    12/23/15

    NEKTER SEA CLIFF7101 YORKTOWN AVE., SUITE 105HUNTINGTON BEACH, CA 92648

    1/18/16 Permit Set

    04

    01

    02

    03

    K16 1K18 K15 K30 K318

    K18 K30K16 K102

    K01 K01 K01 K01

    K01

    B3

    B3 B3

    B3

    FRP1

    FRP1FRP1

    FRP1

    FRP1

    3

    02A8.3

    02A8.3

    02A8.3

    A. REFER TO ELEVATION AND REFLECTED CEILING PLAN FOR CEILING AND WALL FINISHES

    B. ALL INTERIOR FINISHES MUST COMPLY WITH THE CALIFORNIA BUILDING CODE - CBC CHAPTER 8.

    KEY PLANKEYNOTES SHEET NOTES SHEET NOTES LEGEND1 REFER TO KEY NOTES

    REFER TO FINISH SCHEDULE, A0.6

    REFER TO DOOR SCHEDULE

    FLR1

    1

    1. (E) MOP SINK TO REMAIN2. (E) WALK-IN FREEZER TO REMAIN3. (E) WATER HEATER TO REMAIN

    01 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    02 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    04 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    01 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    A5.3

    3/8" = 1'-0"

    Interior Elevations

    1/18/16

    SF

    1937

    -A5.

    3-SE

    CT.-I

    NT. E

    LEV.

    PC9

    CAD

    File:

    Date DESCRIPTION

    PROJECT

    Date Modied:Date Created:Scale:Project No.:Drawn By:CAD File:

    1937-15-230

    12/23/15

    NEKTER SEA CLIFF7101 YORKTOWN AVE., SUITE 105HUNTINGTON BEACH, CA 92648

    1/18/16 Permit Set

    04

    01

    02

    03

    K16 1K18 K15 K30 K318

    K18 K30K16 K102

    K01 K01 K01 K01

    K01

    B3

    B3 B3

    B3

    FRP1

    FRP1FRP1

    FRP1

    FRP1

    3

    02A8.3

    02A8.3

    02A8.3

    02

    0104

    08 05

    0309 06 A8.1

    AS SHOWN

    Details

    1/18/16

    SF

    Date DESCRIPTION

    PROJECT

    Date Modied:Date Created:

    Scale:

    Project No.:

    Drawn By:

    CAD File:

    1937-15-230

    12/23/15

    NEKTER SEA CLIFF7101 YORKTOWN AVE., SUITE 105HUNTINGTON BEACH, CA 92648

    1/18/16 Permit Set

    Scale 1 1/2"= 1'-0"PLUMBING WALL

    NOTE:1. ALL LINES (CO, SYRUP, LIQUOR, SODA, ETC.) MUST BE FIXED IN PLACE TO PREVENT VIBRATION OR OTHER MOVEMENT.2. ANY IN-LINE VALVES MUST BE MADE ACCESSIBLE. (EXCEPTIONS) WILL BE GRANTED ONLY IF STATED IN THE UBC/UBC/UMC.)3. IF SOLID WALLS (ie. CONCRETE BLOCK) ARE ENCOUNTERED, WALL TO BE FURRED OUT WALL TO CONCEAL THE CONDUIT, PIPES, ETC.

    3/8" R CONTINUOUSCOVED BASE

    SECTION VIEW

    GYP. BD.

    SODA OR BEERCHASEGASWATERCONDUIT

    WASTELINE

    VERTICAL STUDWALL (TYP.)

    FLAT STUD CHASE WALL (TYP.)FLAT STUD CHASE WALL (TYP.)

    25 GAUGE "IC" STUDS:

    MAX. HGT. (O.C.) DESIGNATION (O.C.) DESIGNATIONUP TO 10'-0" 12" 25OIC25 UP TO 13'-0" 12" 358IC25UP TO 9'-0" 16" 25OIC25 UP TO 11'-6" 16" 358IC25UP TO 7'-6" 24" 25OIC25 UP TO 9'-8" 24" 358IC25

    (O.C.) (O.C.) DESIGNATIONUP TO 13'-2" 12" 250CC20 UP TO 26'-0" 12" 600CC20UP TO 12'-2" 16" 250CC20 UP TO 24'-6" 16" 600CC20UP TO 10'-0" 24" 250CC20 UP TO 20'-0" 24" 600CC20UP TO 17'-8" 12" 358CC20 UP TO 33'-0" 12" 800CC20UP TO 16'-2" 16" 358CC20 UP TO 30'-0" 16" 800CC20UP TO 14'-0" 24" 358CC20 UP TO 26'-2" 24" 800CC20

    MAX. HGT. (O.C.) DESIGNATION MAX. HGT. (O.C.) DESIGNATIONUP TO 18'-6" 12" 358CC18 UP TO 22'-0" 24" 600CC18UP TO 17'-0" 16" 358CC18 UP T0 35'-6" 12" 800CC18UP TO 14'-6" 24" 358CC18 UP TO 32'-6" 16" 800CC18UP TO 28'-0" 12" 600CC18 UP TO 27'-0" 24" 800CC18UP TO 25'-8" 16" 600CC18

    MAX. HGT. (O.C.) DESIGNATION MAX. HGT. (O.C.) DESIGNATIONUP TO 18'-8" 12" 358CC16 UP TO 23'-2" 24" 600CC16UP TO 17'-4" 16" 358CC16 UP TO 38'-0" 12" 800CC16UP TO 15'-8" 24" 358CC16 UP TO 35'-6" 16" 800CC16UP TO 30'-0" 12" 600CC16 UP TO 30'-0" 24" 800CC16UP TO 27'-0" 16" 600CC16

    16 GAUGE "CC" STUDS

    MAX. HGT.

    18 GAUGE "CC" STUDS

    MAX. HGT. MAX. HGT.

    20 GAUGE "CC" STUDS:

    DESIGNATION

    NOTE: ALL STUDS INDICATED ARE METAL STUD MANUFACTURER'S ASSOCIATION AND AFFILIATED MANUFACTURER'S, ICBO NO. 4943. ALL STUDS WILL BE SECTION TYPE "1C" (FOR 25 GA. MATERIAL) OR "CC" FOR OTHERS. THIS TABLE DESIGNATES STUDS FOR NON-BEARING INTERIOR WALLS ONLY. THE STUDS IN THIS TABLE ARE NOT TO BE LOADED AXIALLY AND ARE LATERALLY UNBRACED. THE HEIGHTS ARE BASED ON WEB PUNCH-OUTS MINIMUM OF 1.3 TIMES THE WEB HEIGHT FROM THE EDGE OF BEARING. DEFLECTION LIMIT IS BASED ON L/240.

    250CC25

    600EJ18

    STOP DESIGNATIONDENOTES DEPTH (TYP.)

    JOIST DESIGNATION (TYP.)DENOTES DEPTH

    DENOTES SECTION/ GAUGE (TYP.)

    DENOTES SECTION/ GAUGE (TYP.)

    NO SCALEMTL. WALL STUD TABLE

    3 5/8 X 20 GA. MTL. STUDS@ 16 " O.C. (SEE MTL. WALL STUD TABLE)

    LINE OF CEIL. WHERE OCCURS

    METAL RUNNER RAMSET @ 4'-0" O.C & 6" FROM CORNERSPROVIDE ACCOUSTICAL SEALANT CAULKING @ BOTH SIDES OF WALL TOP & BOTTOM

    WALL BASE WHERE OCCURS

    CONNECT NEW FRAMING TO UNDERSIDE OF STRUCTURE

    FIN. FLOOR

    5/8" GYP. BD. EACH SIDE

    CONNECT NEW FRAMING TO UNDERSIDE OF STRUCTURE

    3 5/8 OR 6" X 20 GA. MTL. STUDS@ 16 " O.C. (SEE DET. A8.305 FOR MTL. WALL STUD TABLE)

    METAL RUNNER RAMSET @ 4'-0" O.C & 6" FROM CORNERS

    PROVIDE ACCOUSTICAL SEALANT CAULKING @WALL BOTTOMFIN. FLOOR

    5/8" GYP. BD. (TYPE X)

    12" MTL. CLADDED WALL BASEO/ 1/2" PLYWD. (WHERE OCCURS)

    P1

    6" x 20 GA. MTL. STRAP @ 8'-0"& 4'-0" AFF. FASTEN TO (E) DEMISING WALL FRAMING

    3 5/8" X 20 GA. MTL. STUDS@ 16 " O.C. (SEE MTL. WALL STUD TABLE)

    METAL RUNNER RAMSET @ 4'-0" O.C & 6" FROM CORNERSPROVIDE FIRE CAULKING @ BOTH SIDES OF WALL TOP & BOTTOM

    WALL BASE WHERE OCCURS

    FIN. FLOOR

    5/8" GYP. BD. (TYPE X) ON EA. SIDE.

    DEFLECTION TRACK

    DEFLECTION SPACE

    LINE OF CEIL. WHERE OCCURS

    ATTACHED AS REQ'D. TO DECK/ ROOF FRAMING

    AMS DEEP - LEG TRACK SCREW ATTACHED TO STUDS

    (E) 52" DEEP PRE-FABRICATED WOOD TRUSSE PURLINS 362S162-33@48" CUT ENDS AND CONNECT W/ (2) #8 X 1" SELF-TAPPING SHEET METAL SCREWS

    362T200-54 OR 600T200 METAL TRACK, CONNECT TO (E) STRUCT.W/ (2) #10 SCREWS

    METAL STUD @ 16" O.C.

    (2) # 8x1" SELF-TAPPING SHEET METAL

    1/2

    " G

    AP

    10

    '-0

    " M

    AX

    .

    1/2

    " G

    AP

    362S162 BLOCKING362S162-33 @ 48" O.C. STAGGEREDCONNECT TO BLOCKING W/(3) #8 SELF-TAPPING MTL. SCREWS

    LINE OF CEIL. WHERE OCCURS

    BEND STUD OR 16 GA. ANGLEW/ (3) #8 SELF-TAPPING MTL. SCREWS

    BEND STUD OR 16 GA. ANGLEW/ (3) #8 SELF-TAPPING MTL. SCREWSBEND STUD OR 16 GA. ANGLEW/ (3) #8 SELF-TAPPING MTL. SCREWS

    3 5/8 OR 6" X 20 GA. MTL. STUDS@ 16 " O.C.

    362T200-54 OR 600T200 METAL TRACK, (3) #8 X 1" SELF-TAPPING SHEET METAL SCREWS

    A

    A. SECTION362S162-33@48" CUT ENDS AND CONNECT W/ (2) #8 X 1" SELF-TAPPING SHEET METAL SCREWS

    (E) 52" DEEP PRE-FABRICATED WOOD TRUSSE PURLINS

    Sheet1

    MAX SPAN (O.C.) DESIGNATION MAX SPAN (O.C.) DESIGNATION

    UP TO 5'-0" 12" 162S125-33 UP TO 12'-6" 12" 400S162-43UP TO 4'-9" 16" 162S125-33 UP TO 11'-3" 16" 400S162-43UP TO 3'-9" 24" 162S125-33 UP TO 9'-9" 24" 400S162-43UP TO 7'-3" 12" 250S125-33 UP TO 17'-0" 12" 600S162-43UP TO 6'-3" 16" 250S125-33 UP TO 15'-6" 16" 600S162-43UP TO 5'-3" 24" 250S137-33 UP TO 13'-0" 24" 600S162-43UP TO 10'-3" 12" 350S137-33 (or 362S137-33) UP TO 21'-6" 12" 800S162-43UP TO 9'-4" 16" 350S137-33 (or 362S137-33) UP TO 19'-6" 16" 800S162-43UP TO 7'-9" 24" 350S137-33 (or 362S137-33) UP TO 16'-0" 24" 800S162-43UP TO 11'-0" 12" 400S137-33UP TO 9'-9" 16" 400S137-33UP TO 8'-0" 24" 400S137-33

    NOTE: ALL JOISTS INDICATED ARE STEEL STUD MANUFACTURER'S ASSOCATION (SSMA). THIS TABLE DESIGNATES JOISTS FOR SINGLE SPAN ONLY, WITH MAXIMUM DESIGN LOAD OF 10 PSF L.L & 20 PSF D.L. THE JOISTS IN THIS TABLE ARE NOT TO BE LOADED AXIALLY AND ARE LATERALLY BRACED AT THIRD POINTS (OR CONTINUOUSLY SHEATHED). DEFLECTION LIMIT IS BASED ON L/240. STRENGTH IS BASED ON Fy OF 33KSI

    CEILING JOIST

    Page 1

    Scale 3"= 1'-0"NON-RATED - FULL HT. (TYP.)

    Scale 1:5FURR-OUT WALL DETAIL

    Scale 1 1/2" = 1'-0"FULL-HEIGHT WALL CONNECTION

    Scale 1 1/2" = 1'-0"PARTITION WALL CONNECTION

    NO SCALEMETAL CEILING JOIST TABLE

    Scale 3"= 1'-0"(E) 1-HR. DEMISING WALL

    02

    0104

    08 05

    0309 06 A8.1

    AS SHOWN

    Details

    1/18/16

    SF

    Date DESCRIPTION

    PROJECT

    Date Modied:Date Created:

    Scale:

    Project No.:

    Drawn By:

    CAD File:

    1937-15-230

    12/23/15

    NEKTER SEA CLIFF7101 YORKTOWN AVE., SUITE 105HUNTINGTON BEACH, CA 92648

    1/18/16 Permit Set

    Scale 1 1/2"= 1'-0"PLUMBING WALL

    NOTE:1. ALL LINES (CO, SYRUP, LIQUOR, SODA, ETC.) MUST BE FIXED IN PLACE TO PREVENT VIBRATION OR OTHER MOVEMENT.2. ANY IN-LINE VALVES MUST BE MADE ACCESSIBLE. (EXCEPTIONS) WILL BE GRANTED ONLY IF STATED IN THE UBC/UBC/UMC.)3. IF SOLID WALLS (ie. CONCRETE BLOCK) ARE ENCOUNTERED, WALL TO BE FURRED OUT WALL TO CONCEAL THE CONDUIT, PIPES, ETC.

    3/8" R CONTINUOUSCOVED BASE

    SECTION VIEW

    GYP. BD.

    SODA OR BEERCHASEGASWATERCONDUIT

    WASTELINE

    VERTICAL STUDWALL (TYP.)

    FLAT STUD CHASE WALL (TYP.)FLAT STUD CHASE WALL (TYP.)

    25 GAUGE "IC" STUDS:

    MAX. HGT. (O.C.) DESIGNATION (O.C.) DESIGNATIONUP TO 10'-0" 12" 25OIC25 UP TO 13'-0" 12" 358IC25UP TO 9'-0" 16" 25OIC25 UP TO 11'-6" 16" 358IC25UP TO 7'-6" 24" 25OIC25 UP TO 9'-8" 24" 358IC25

    (O.C.) (O.C.) DESIGNATIONUP TO 13'-2" 12" 250CC20 UP TO 26'-0" 12" 600CC20UP TO 12'-2" 16" 250CC20 UP TO 24'-6" 16" 600CC20UP TO 10'-0" 24" 250CC20 UP TO 20'-0" 24" 600CC20UP TO 17'-8" 12" 358CC20 UP TO 33'-0" 12" 800CC20UP TO 16'-2" 16" 358CC20 UP TO 30'-0" 16" 800CC20UP TO 14'-0" 24" 358CC20 UP TO 26'-2" 24" 800CC20

    MAX. HGT. (O.C.) DESIGNATION MAX. HGT. (O.C.) DESIGNATIONUP TO 18'-6" 12" 358CC18 UP TO 22'-0" 24" 600CC18UP TO 17'-0" 16" 358CC18 UP T0 35'-6" 12" 800CC18UP TO 14'-6" 24" 358CC18 UP TO 32'-6" 16" 800CC18UP TO 28'-0" 12" 600CC18 UP TO 27'-0" 24" 800CC18UP TO 25'-8" 16" 600CC18

    MAX. HGT. (O.C.) DESIGNATION MAX. HGT. (O.C.) DESIGNATIONUP TO 18'-8" 12" 358CC16 UP TO 23'-2" 24" 600CC16UP TO 17'-4" 16" 358CC16 UP TO 38'-0" 12" 800CC16UP TO 15'-8" 24" 358CC16 UP TO 35'-6" 16" 800CC16UP TO 30'-0" 12" 600CC16 UP TO 30'-0" 24" 800CC16UP TO 27'-0" 16" 600CC16

    16 GAUGE "CC" STUDS

    MAX. HGT.

    18 GAUGE "CC" STUDS

    MAX. HGT. MAX. HGT.

    20 GAUGE "CC" STUDS:

    DESIGNATION

    NOTE: ALL STUDS INDICATED ARE METAL STUD MANUFACTURER'S ASSOCIATION AND AFFILIATED MANUFACTURER'S, ICBO NO. 4943. ALL STUDS WILL BE SECTION TYPE "1C" (FOR 25 GA. MATERIAL) OR "CC" FOR OTHERS. THIS TABLE DESIGNATES STUDS FOR NON-BEARING INTERIOR WALLS ONLY. THE STUDS IN THIS TABLE ARE NOT TO BE LOADED AXIALLY AND ARE LATERALLY UNBRACED. THE HEIGHTS ARE BASED ON WEB PUNCH-OUTS MINIMUM OF 1.3 TIMES THE WEB HEIGHT FROM THE EDGE OF BEARING. DEFLECTION LIMIT IS BASED ON L/240.

    250CC25

    600EJ18

    STOP DESIGNATIONDENOTES DEPTH (TYP.)

    JOIST DESIGNATION (TYP.)DENOTES DEPTH

    DENOTES SECTION/ GAUGE (TYP.)

    DENOTES SECTION/ GAUGE (TYP.)

    NO SCALEMTL. WALL STUD TABLE

    3 5/8 X 20 GA. MTL. STUDS@ 16 " O.C. (SEE MTL. WALL STUD TABLE)

    LINE OF CEIL. WHERE OCCURS

    METAL RUNNER RAMSET @ 4'-0" O.C & 6" FROM CORNERSPROVIDE ACCOUSTICAL SEALANT CAULKING @ BOTH SIDES OF WALL TOP & BOTTOM

    WALL BASE WHERE OCCURS

    CONNECT NEW FRAMING TO UNDERSIDE OF STRUCTURE

    FIN. FLOOR

    5/8" GYP. BD. EACH SIDE

    CONNECT NEW FRAMING TO UNDERSIDE OF STRUCTURE

    3 5/8 OR 6" X 20 GA. MTL. STUDS@ 16 " O.C. (SEE DET. A8.305 FOR MTL. WALL STUD TABLE)

    METAL RUNNER RAMSET @ 4'-0" O.C & 6" FROM CORNERS

    PROVIDE ACCOUSTICAL SEALANT CAULKING @WALL BOTTOMFIN. FLOOR

    5/8" GYP. BD. (TYPE X)

    12" MTL. CLADDED WALL BASEO/ 1/2" PLYWD. (WHERE OCCURS)

    P1

    6" x 20 GA. MTL. STRAP @ 8'-0"& 4'-0" AFF. FASTEN TO (E) DEMISING WALL FRAMING

    3 5/8" X 20 GA. MTL. STUDS@ 16 " O.C. (SEE MTL. WALL STUD TABLE)

    METAL RUNNER RAMSET @ 4'-0" O.C & 6" FROM CORNERSPROVIDE FIRE CAULKING @ BOTH SIDES OF WALL TOP & BOTTOM

    WALL BASE WHERE OCCURS

    FIN. FLOOR

    5/8" GYP. BD. (TYPE X) ON EA. SIDE.

    DEFLECTION TRACK

    DEFLECTION SPACE

    LINE OF CEIL. WHERE OCCURS

    ATTACHED AS REQ'D. TO DECK/ ROOF FRAMING

    AMS DEEP - LEG TRACK SCREW ATTACHED TO STUDS

    (E) 52" DEEP PRE-FABRICATED WOOD TRUSSE PURLINS 362S162-33@48" CUT ENDS AND CONNECT W/ (2) #8 X 1" SELF-TAPPING SHEET METAL SCREWS

    362T200-54 OR 600T200 METAL TRACK, CONNECT TO (E) STRUCT.W/ (2) #10 SCREWS

    METAL STUD @ 16" O.C.

    (2) # 8x1" SELF-TAPPING SHEET METAL

    1/2

    " G

    AP

    10

    '-0

    " M

    AX

    .

    1/2

    " G

    AP

    362S162 BLOCKING362S162-33 @ 48" O.C. STAGGEREDCONNECT TO BLOCKING W/(3) #8 SELF-TAPPING MTL. SCREWS

    LINE OF CEIL. WHERE OCCURS

    BEND STUD OR 16 GA. ANGLEW/ (3) #8 SELF-TAPPING MTL. SCREWS

    BEND STUD OR 16 GA. ANGLEW/ (3) #8 SELF-TAPPING MTL. SCREWSBEND STUD OR 16 GA. ANGLEW/ (3) #8 SELF-TAPPING MTL. SCREWS

    3 5/8 OR 6" X 20 GA. MTL. STUDS@ 16 " O.C.

    362T200-54 OR 600T200 METAL TRACK, (3) #8 X 1" SELF-TAPPING SHEET METAL SCREWS

    A

    A. SECTION362S162-33@48" CUT ENDS AND CONNECT W/ (2) #8 X 1" SELF-TAPPING SHEET METAL SCREWS

    (E) 52" DEEP PRE-FABRICATED WOOD TRUSSE PURLINS

    Sheet1

    MAX SPAN (O.C.) DESIGNATION MAX SPAN (O.C.) DESIGNATION

    UP TO 5'-0" 12" 162S125-33 UP TO 12'-6" 12" 400S162-43UP TO 4'-9" 16" 162S125-33 UP TO 11'-3" 16" 400S162-43UP TO 3'-9" 24" 162S125-33 UP TO 9'-9" 24" 400S162-43UP TO 7'-3" 12" 250S125-33 UP TO 17'-0" 12" 600S162-43UP TO 6'-3" 16" 250S125-33 UP TO 15'-6" 16" 600S162-43UP TO 5'-3" 24" 250S137-33 UP TO 13'-0" 24" 600S162-43UP TO 10'-3" 12" 350S137-33 (or 362S137-33) UP TO 21'-6" 12" 800S162-43UP TO 9'-4" 16" 350S137-33 (or 362S137-33) UP TO 19'-6" 16" 800S162-43UP TO 7'-9" 24" 350S137-33 (or 362S137-33) UP TO 16'-0" 24" 800S162-43UP TO 11'-0" 12" 400S137-33UP TO 9'-9" 16" 400S137-33UP TO 8'-0" 24" 400S137-33

    NOTE: ALL JOISTS INDICATED ARE STEEL STUD MANUFACTURER'S ASSOCATION (SSMA). THIS TABLE DESIGNATES JOISTS FOR SINGLE SPAN ONLY, WITH MAXIMUM DESIGN LOAD OF 10 PSF L.L & 20 PSF D.L. THE JOISTS IN THIS TABLE ARE NOT TO BE LOADED AXIALLY AND ARE LATERALLY BRACED AT THIRD POINTS (OR CONTINUOUSLY SHEATHED). DEFLECTION LIMIT IS BASED ON L/240. STRENGTH IS BASED ON Fy OF 33KSI

    CEILING JOIST

    Page 1

    Scale 3"= 1'-0"NON-RATED - FULL HT. (TYP.)

    Scale 1:5FURR-OUT WALL DETAIL

    Scale 1 1/2" = 1'-0"FULL-HEIGHT WALL CONNECTION

    Scale 1 1/2" = 1'-0"PARTITION WALL CONNECTION

    NO SCALEMETAL CEILING JOIST TABLE

    Scale 3"= 1'-0"(E) 1-HR. DEMISING WALL

    07 0410Scale 1"= 1'-0"DETAIL TITLE

    02

    01

    08 0511Scale 1"= 1'-0"DETAIL TITLE

    0309 0612Scale 1"= 1'-0"DETAIL TITLE

    Scale 6"= 1'-0"QUARRY TILE BASE @ FRP PANEL

    A8.3

    AS SHOWN

    Details

    SF

    Date DESCRIPTION

    PROJECT

    Date Modied:Date Created:

    Scale:

    Project No.:

    Drawn By:

    CAD File:

    1937-15-230

    12/23/15

    NEKTER SEA CLIFF7101 YORKTOWN AVE., SUITE 105HUNTINGTON BEACH, CA 92648

    1/18/16 Permit Set

    1/2

    " M

    AX

    .

    10

    "1

    /2"

    MA

    X

    SLOPE 2:1

    6"

    12

    ", T

    YP

    ., N

    .T.S

    .

    6"

    24", TYP.

    1/2" 1/2"

    2"

    12

    ", T

    YP

    ., N

    .T.S

    .

    6"

    24", TYP.

    TILETHRESHOLD

    8"x8" PORCELAIN TILE

    "BURKE MERCER" #360 CERCO T SNAP-IN T MOULDING (BLACK)

    CERAMIC TILE

    CONC. FLOOR SLAB MAKE ALL TRANSITIONS FLUSH.

    "BURKE MERCER" #980 PINLESS METAL TRACK

    G.C. TO PROVIDE BONDING AGENT TO EXISTING SLAB

    TEMPERED GLASS

    DOOR WHERE OCCURS

    ALUM. SWEEP & DRIP

    1/4" PLYWD. SHIM SET IN MASTIC W/ EXPENSION SHIELD & SCREWS

    SHT. MTL. FLASHING

    ALUM. THRESHOLD SET IN MASTIC

    MASTIC

    FIN. FL.

    6" TILE COVE BASE W/ 3/8" RADIUS

    1/8" GROUT JOINT

    LINE OF CABINET

    CABINET TOE-KICK BLOCKING

    BASE COAT OF LATICRETE 9235WATERPROOFING MEMBRANE LIQUID, PRESS IN LATICRETE REINFORCING FABRIC AND TOP W/ A SECOND COAT OF WATERPROOFING 9235 WATERPROOFING MEMBRANE LIQUID

    5/8" CEMENT BOARD

    WALL TILE

    TILE COVE BASE

    CONT. CLEAR SEALANT AS REQ'D

    B3

    RESTROOM

    FINISH FLOOR

    T3

    T3

    3 5/8 OR 6" X 20 GA. MTL. STUDS @ 16" O.C. (SEE DET. A8.1-03 FOR MTL. WALL STUD TABLE).

    HM WELDED FRAME

    5/8" (16mm)GYP. BD. (TYPE X)

    SEALANT

    HOLLOW METAL DOOR FRAME

    CAULKING, TYP.

    JAMB ANCHOR, TYP. OF THREE

    5/8" TYPE "X" GYPSUM BOARD, BOTH SIDES

    DOOR - SEE SCHEDULE

    18 GA. METAL STUDS @ DOOR JAMB TYP.

    ADHESIVE

    WALL (VARIES SEE PLAN)

    PVC INSIDE CORNER GUARD

    FRP1

    WALL (VARIES SEE PLAN)

    ADHESIVE

    PVC OUTSIDE CORNER GUARD

    FRP1

    FRP1

    BASE COAT OF LATICRETE 9235WATERPROOFING MEMBRANE LIQUID, PRESS IN LATICRETE REINFORCING FABRIC AND TOP W/ A SECOND COAT OF WATERPROOFING 9235 WATERPROOFING MEMBRANE LIQUID

    5/8" CEMENT BOARD

    FRP WALL COVERING W/ PD EDGE TRIM

    COVE BASE

    CONT. CLEAR SEALANT AS REQ'D

    B4

    BOH

    FINISH FLOOR

    FRP1

    T2

    CL

    Scale N.T.STILE TO TILE FLOOR. TRANSITION

    Scale 3"= 1'-0"EXTERIOR THRESHOLD

    03Scale 1"= 1'-0"TOE KICK COVE BASE

    Scale 6"= 1'-0"TILE COVE BASE @ WALL TILE

    Scale 6" = 1'-0"DOOR JAMB/HEADER

    Scale 6"= 1'-0"DOOR JAMB

    Scale 1:1FRP INSIDE CORNER - PLAN

    Scale 1:1FRP OUTSIDE CORNER - PLAN

    Scale 6"= 1'-0"QUARRY TILE BASE @ FRP PANEL

    1/14/16

    9'-10"

    12'-0"

    9'-0"

    9'-2"

    12'-0"

    9'-0"

    7'-0"

    6'-0"

    A. REFER TO ELEVATION AND REFLECTED CEILING PLAN FOR CEILING AND WALL FINISHES

    B. ALL INTERIOR FINISHES MUST COMPLY WITH THE CALIFORNIA BUILDING CODE - CBC CHAPTER 8.

    KEY PLANKEYNOTES SHEET NOTES SHEET NOTES LEGEND1 REFER TO KEY NOTES

    REFER TO FINISH SCHEDULE, A0.6

    REFER TO DOOR SCHEDULE

    FLR1

    1

    1. GYP. BD. PAINT WHITE2. HOT-ROLLED STEEL PANELING3. BUILT-IN BASKETS FOR WATER BOTTLES AND SNACKS4. GRAB AND GO REFRIGERATED CASE5. WOOD PANELING AND SHELLING6. HARD LID GYP. BD. CLG7. PICK-UP COUNTER8. KITCHEN EQUP9. WD. SHELVES10. FOGGED COLORED PLEXI GLASS11. 48" X 36" MENY BOARDS12. B.O.H. T-BAR SUSPENDED CEILING13. NOT USED14. 3"X8" WHITE TILE15. POS16. WD. VENEER 1/2" THICK PLYWOOD17. ROUND HIGH TOP TABLE

    A5.0

    3/8" = 1'-0"

    SectionsInterior Elevations

    01 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    02 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    1/18/16

    SF

    1937

    -A5.

    0-SE

    CT.-I

    NT. E

    LEV.

    PC9

    CAD

    File:

    Date DESCRIPTION

    PROJECT

    Date Modied:Date Created:Scale:Project No.:Drawn By:CAD File:

    1937-15-230

    12/23/15

    NEKTER SEA CLIFF7101 YORKTOWN AVE., SUITE 105HUNTINGTON BEACH, CA 92648

    1/18/16 Permit Set

    4

    02 02

    01

    01

    5

    2 3 2 7

    6 11 6

    16 17 16 15 5 14 9

    10 121161 8

    P1P1

    M-3

    TL1

    M-3

    M-2

    WD5 PL1

    P1

    PLX1TL1

    WD5WD5

    WD5 WD5

    10

    9'-10"

    12'-0"

    9'-0"

    9'-2"

    12'-0"

    9'-0"

    7'-0"

    6'-0"

    A. REFER TO ELEVATION AND REFLECTED CEILING PLAN FOR CEILING AND WALL FINISHES

    B. ALL INTERIOR FINISHES MUST COMPLY WITH THE CALIFORNIA BUILDING CODE - CBC CHAPTER 8.

    KEY PLANKEYNOTES SHEET NOTES SHEET NOTES LEGEND1 REFER TO KEY NOTES

    REFER TO FINISH SCHEDULE, A0.6

    REFER TO DOOR SCHEDULE

    FLR1

    1

    1. GYP. BD. PAINT WHITE2. HOT-ROLLED STEEL PANELING3. BUILT-IN BASKETS FOR WATER BOTTLES AND SNACKS4. GRAB AND GO REFRIGERATED CASE5. WOOD PANELING AND SHELLING6. HARD LID GYP. BD. CLG7. PICK-UP COUNTER8. KITCHEN EQUP9. WD. SHELVES10. FOGGED COLORED PLEXI GLASS11. 48" X 36" MENY BOARDS12. B.O.H. T-BAR SUSPENDED CEILING13. NOT USED14. 3"X8" WHITE TILE15. POS16. WD. VENEER 1/2" THICK PLYWOOD17. ROUND HIGH TOP TABLE

    A5.0

    3/8" = 1'-0"

    SectionsInterior Elevations

    01 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    02 SECT./ INT. ELEVATIONSCALE 3/8" = 1'-0"

    1/18/16

    SF

    1937

    -A5.

    0-SE

    CT.-I

    NT. E

    LEV.

    PC9

    CAD

    File:

    Date DESCRIPTION

    PROJECT

    Date Modied:Date Created:Scale:Project No.:Drawn By:CAD File:

    1937-15-230

    12/23/15

    NEKTER SEA CLIFF7101 YORKTOWN AVE., SUITE 105HUNTINGTON BEACH, CA 92648

    1/18/16 Permit Set

    4

    02 02

    01

    01

    5

    2 3 2 7

    6 11 6

    16 17 16 15 5 14 9

    10 121161 8

    P1P1

    M-3

    TL1

    M-3

    M-2

    WD5 PL1

    P1

    PLX1TL1

    WD5WD5

    WD5 WD5

    10

    02

    0104

    08 05

    0309 06 A8.1

    AS SHOWN

    Details

    1/18/16

    SF

    Date DESCRIPTION

    PROJECT

    Date Modied:Date Created:

    Scale:

    Project No.:

    Drawn By:

    CAD File:

    1937-15-230

    12/23/15

    NEKTER SEA CLIFF7101 YORKTOWN AVE., SUITE 105HUNTINGTON BEACH, CA 92648

    1/18/16 Permit Set

    Scale 1 1/2"= 1'-0"PLUMBING WALL

    NOTE:1. ALL LINES (CO, SYRUP, LIQUOR, SODA, ETC.) MUST BE FIXED IN PLACE TO PREVENT VIBRATION OR OTHER MOVEMENT.2. ANY IN-LINE VALVES MUST BE MADE ACCESSIBLE. (EXCEPTIONS) WILL BE GRANTED ONLY IF STATED IN THE UBC/UBC/UMC.)3. IF SOLID WALLS (ie. CONCRETE BLOCK) ARE ENCOUNTERED, WALL TO BE FURRED OUT WALL TO CONCEAL THE CONDUIT, PIPES, ETC.

    3/8" R CONTINUOUSCOVED BASE

    SECTION VIEW

    GYP. BD.

    SODA OR BEERCHASEGASWATERCONDUIT

    WASTELINE

    VERTICAL STUDWALL (TYP.)

    FLAT STUD CHASE WALL (TYP.)FLAT STUD CHASE WALL (TYP.)

    25 GAUGE "IC" STUDS:

    MAX. HGT. (O.C.) DESIGNATION (O.C.) DESIGNATIONUP TO 10'-0" 12" 25OIC25 UP TO 13'-0" 12" 358IC25UP TO 9'-0" 16" 25OIC25 UP TO 11'-6" 16" 358IC25UP TO 7'-6" 24" 25OIC25 UP TO 9'-8" 24" 358IC25

    (O.C.) (O.C.) DESIGNATIONUP TO 13'-2" 12" 250CC20 UP TO 26'-0" 12" 600CC20UP TO 12'-2" 16" 250CC20 UP TO 24'-6" 16" 600CC20UP TO 10'-0" 24" 250CC20 UP TO 20'-0" 24" 600CC20UP TO 17'-8" 12" 358CC20 UP TO 33'-0" 12" 800CC20UP TO 16'-2" 16" 358CC20 UP TO 30'-0" 16" 800CC20UP TO 14'-0" 24" 358CC20 UP TO 26'-2" 24" 800CC20

    MAX. HGT. (O.C.) DESIGNATION MAX. HGT. (O.C.) DESIGNATIONUP TO 18'-6" 12" 358CC18 UP TO 22'-0" 24" 600CC18UP TO 17'-0" 16" 358CC18 UP T0 35'-6" 12" 800CC18UP TO 14'-6" 24" 358CC18 UP TO 32'-6" 16" 800CC18UP TO 28'-0" 12" 600CC18 UP TO 27'-0" 24" 800CC18UP TO 25'-8" 16" 600CC18

    MAX. HGT. (O.C.) DESIGNATION MAX. HGT. (O.C.) DESIGNATIONUP TO 18'-8" 12" 358CC16 UP TO 23'-2" 24" 600CC16UP TO 17'-4" 16" 358CC16 UP TO 38'-0" 12" 800CC16UP TO 15'-8" 24" 358CC16 UP TO 35'-6" 16" 800CC16UP TO 30'-0" 12" 600CC16 UP TO 30'-0" 24" 800CC16UP TO 27'-0" 16" 600CC16

    16 GAUGE "CC" STUDS

    MAX. HGT.

    18 GAUGE "CC" STUDS

    MAX. HGT. MAX. HGT.

    20 GAUGE "CC" STUDS:

    DESIGNATION

    NOTE: ALL STUDS INDICATED ARE METAL STUD MANUFACTURER'S ASSOCIATION AND AFFILIATED MANUFACTURER'S, ICBO NO. 4943. ALL STUDS WILL BE SECTION TYPE "1C" (FOR 25 GA. MATERIAL) OR "CC" FOR OTHERS. THIS TABLE DESIGNATES STUDS FOR NON-BEARING INTERIOR WALLS ONLY. THE STUDS IN THIS TABLE ARE NOT TO BE LOADED AXIALLY AND ARE LATERALLY UNBRACED. THE HEIGHTS ARE BASED ON WEB PUNCH-OUTS MINIMUM OF 1.3 TIMES THE WEB HEIGHT FROM THE EDGE OF BEARING. DEFLECTION LIMIT IS BASED ON L/240.

    250CC25

    600EJ18

    STOP DESIGNATIONDENOTES DEPTH (TYP.)

    JOIST DESIGNATION (TYP.)DENOTES DEPTH

    DENOTES SECTION/ GAUGE (TYP.)

    DENOTES SECTION/ GAUGE (TYP.)

    NO SCALEMTL. WALL STUD TABLE

    3 5/8 X 20 GA. MTL. STUDS@ 16 " O.C. (SEE MTL. WALL STUD TABLE)

    LINE OF CEIL. WHERE OCCURS

    METAL RUNNER RAMSET @ 4'-0" O.C & 6" FROM CORNERSPROVIDE ACCOUSTICAL SEALANT CAULKING @ BOTH SIDES OF WALL TOP & BOTTOM

    WALL BASE WHERE OCCURS

    CONNECT NEW FRAMING TO UNDERSIDE OF STRUCTURE

    FIN. FLOOR

    5/8" GYP. BD. EACH SIDE

    CONNECT NEW FRAMING TO UNDERSIDE OF STRUCTURE

    3 5/8 OR 6" X 20 GA. MTL. STUDS@ 16 " O.C. (SEE DET. A8.305 FOR MTL. WALL STUD TABLE)

    METAL RUNNER RAMSET @ 4'-0" O.C & 6" FROM CORNERS

    PROVIDE ACCOUSTICAL SEALANT CAULKING @WALL BOTTOMFIN. FLOOR

    5/8" GYP. BD. (TYPE X)

    12" MTL. CLADDED WALL BASEO/ 1/2" PLYWD. (WHERE OCCURS)

    P1

    6" x 20 GA. MTL. STRAP @ 8'-0"& 4'-0" AFF. FASTEN TO (E) DEMISING WALL FRAMING

    3 5/8" X 20 GA. MTL. STUDS@ 16 " O.C. (SEE MTL. WALL STUD TABLE)

    METAL RUNNER RAMSET @ 4'-0" O.C & 6" FROM CORNERSPROVIDE FIRE CAULKING @ BOTH SIDES OF WALL TOP & BOTTOM

    WALL BASE WHERE OCCURS

    FIN. FLOOR

    5/8" GYP. BD. (TYPE X) ON EA. SIDE.

    DEFLECTION TRACK

    DEFLECTION SPACE

    LINE OF CEIL. WHERE OCCURS

    ATTACHED AS REQ'D. TO DECK/ ROOF FRAMING

    AMS DEEP - LEG TRACK SCREW ATTACHED TO STUDS

    (E) 52" DEEP PRE-FABRICATED WOOD TRUSSE PURLINS 362S162-33@48" CUT ENDS AND CONNECT W/ (2) #8 X 1" SELF-TAPPING SHEET METAL SCREWS

    362T200-54 OR 600T200 METAL TRACK, CONNECT TO (E) STRUCT.W/ (2) #10 SCREWS

    METAL STUD @ 16" O.C.

    (2) # 8x1" SELF-TAPPING SHEET METAL

    1/2

    " G

    AP

    10

    '-0

    " M

    AX

    .

    1/2

    " G

    AP

    362S162 BLOCKING362S162-33 @ 48" O.C. STAGGEREDCONNECT TO BLOCKING W/(3) #8 SELF-TAPPING MTL. SCREWS

    LINE OF CEIL. WHERE OCCURS

    BEND STUD OR 16 GA. ANGLEW/ (3) #8 SELF-TAPPING MTL. SCREWS

    BEND STUD OR 16 GA. ANGLEW/ (3) #8 SELF-TAPPING MTL. SCREWSBEND STUD OR 16 GA. ANGLEW/ (3) #8 SELF-TAPPING MTL. SCREWS

    3 5/8 OR 6" X 20 GA. MTL. STUDS@ 16 " O.C.

    362T200-54 OR 600T200 METAL TRACK, (3) #8 X 1" SELF-TAPPING SHEET METAL SCREWS

    A

    A. SECTION362S162-33@48" CUT ENDS AND CONNECT W/ (2) #8 X 1" SELF-TAPPING SHEET METAL SCREWS

    (E) 52" DEEP PRE-FABRICATED WOOD TRUSSE PURLINS

    Sheet1

    MAX SPAN (O.C.) DESIGNATION MAX SPAN (O.C.) DESIGNATION

    UP TO 5'-0" 12" 162S125-33 UP TO 12'-6" 12" 400S162-43UP TO 4'-9" 16" 162S125-33 UP TO 11'-3" 16" 400S162-43UP TO 3'-9" 24" 162S125-33 UP TO 9'-9" 24" 400S162-43UP TO 7'-3" 12" 250S125-33 UP TO 17'-0" 12" 600S162-43UP TO 6'-3" 16" 250S125-33 UP TO 15'-6" 16" 600S162-43UP TO 5'-3" 24" 250S137-33 UP TO 13'-0" 24" 600S162-43UP TO 10'-3" 12" 350S137-33 (or 362S137-33) UP TO 21'-6" 12" 800S162-43UP TO 9'-4" 16" 350S137-33 (or 362S137-33) UP TO 19'-6" 16" 800S162-43UP TO 7'-9" 24" 350S137-33 (or 362S137-33) UP TO 16'-0" 24" 800S162-43UP TO 11'-0" 12" 400S137-33UP TO 9'-9" 16" 400S137-33UP TO 8'-0" 24" 400S137-33

    NOTE: ALL JOISTS INDICATED ARE STEEL STUD MANUFACTURER'S ASSOCATION (SSMA). THIS TABLE DESIGNATES JOISTS FOR SINGLE SPAN ONLY, WITH MAXIMUM DESIGN LOAD OF 10 PSF L.L & 20 PSF D.L. THE JOISTS IN THIS TABLE ARE NOT TO BE LOADED AXIALLY AND ARE LATERALLY BRACED AT THIRD POINTS (OR CONTINUOUSLY SHEATHED). DEFLECTION LIMIT IS BASED ON L/240. STRENGTH IS BASED ON Fy OF 33KSI

    CEILING JOIST

    Page 1

    Scale 3"= 1'-0"NON-RATED - FULL HT. (TYP.)

    Scale 1:5FURR-OUT WALL DETAIL

    Scale 1 1/2" = 1'-0"FULL-HEIGHT WALL CONNECTION

    Scale 1 1/2" = 1'-0"PARTITION WALL CONNECTION

    NO SCALEMETAL CEILING JOIST TABLE

    Scale 3"= 1'-0"(E) 1-HR. DEMISING WALL

    02

    0104

    08 05

    0309 06 A8.1

    AS SHOWN

    Details

    1/18/16

    SF

    Date DESCRIPTION

    PROJECT

    Date Modied:Date Created:

    Scale:

    Project No.:

    Drawn By:

    CAD File:

    1937-15-230

    12/23/15

    NEKTER SEA CLIFF7101 YORKTOWN AVE., SUITE 105HUNTINGTON BEACH, CA 92648

    1/18/16 Permit Set

    Scale 1 1/2"= 1'-0"PLUMBING WALL

    NOTE:1. ALL LINES (CO, SYRUP, LIQUOR, SODA, ETC.) MUST BE FIXED IN PLACE TO PREVENT VIBRATION OR OTHER MOVEMENT.2. ANY IN-LINE VALVES MUST BE MADE ACCESSIBLE. (EXCEPTIONS) WILL BE GRANTED ONLY IF STATED IN THE UBC/UBC/UMC.)3. IF SOLID WALLS (ie. CONCRETE BLOCK) ARE ENCOUNTERED, WALL TO BE FURRED OUT WALL TO CONCEAL THE CONDUIT, PIPES, ETC.

    3/8" R CONTINUOUSCOVED BASE

    SECTION VIEW

    GYP. BD.

    SODA OR BEERCHASEGASWATERCONDUIT

    WASTELINE

    VERTICAL STUDWALL (TYP.)

    FLAT STUD CHASE WALL (TYP.)FLAT STUD CHASE WALL (TYP.)

    25 GAUGE "IC" STUDS:

    MAX. HGT. (O.C.) DESIGNATION (O.C.) DESIGNATIONUP TO 10'-0" 12" 25OIC25 UP TO 13'-0" 12" 358IC25UP TO 9'-0" 16" 25OIC25 UP TO 11'-6" 16" 358IC25UP TO 7'-6" 24" 25OIC25 UP TO 9'-8" 24" 358IC25

    (O.C.) (O.C.) DESIGNATIONUP TO 13'-2" 12" 250CC20 UP TO 26'-0" 12" 600CC20UP TO 12'-2" 16" 250CC20 UP TO 24'-6" 16" 600CC20UP TO 10'-0" 24" 250CC20 UP TO 20'-0" 24" 600CC20UP TO 17'-8" 12" 358CC20 UP TO 33'-0" 12" 800CC20UP TO 16'-2" 16" 358CC20 UP TO 30'-0" 16" 800CC20UP TO 14'-0" 24" 358CC20 UP TO 26'-2" 24" 800CC20

    MAX. HGT. (O.C.) DESIGNATION MAX. HGT. (O.C.) DESIGNATIONUP TO 18'-6" 12" 358CC18 UP TO 22'-0" 24" 600CC18UP TO 17'-0" 16" 358CC18 UP T0 35'-6" 12" 800CC18UP TO 14'-6" 24" 358CC18 UP TO 32'-6" 16" 800CC18UP TO 28'-0" 12" 600CC18 UP TO 27'-0" 24" 800CC18UP TO 25'-8" 16" 600CC18

    MAX. HGT. (O.C.) DESIGNATION MAX. HGT. (O.C.) DESIGNATIONUP TO 18'-8" 12" 358CC16 UP TO 23'-2" 24" 600CC16UP TO 17'-4" 16" 358CC16 UP TO 38'-0" 12" 800CC16UP TO 15'-8" 24" 358CC16 UP TO 35'-6" 16" 800CC16UP TO 30'-0" 12" 600CC16 UP TO 30'-0" 24" 800CC16UP TO 27'-0" 16" 600CC16

    16 GAUGE "CC" STUDS

    MAX. HGT.

    18 GAUGE "CC" STUDS

    MAX. HGT. MAX. HGT.

    20 GAUGE "CC" STUDS:

    DESIGNATION

    NOTE: ALL STUDS INDICATED ARE METAL STUD MANUFACTURER'S ASSOCIATION AND AFFILIATED MANUFACTURER'S, ICBO NO. 4943. ALL STUDS WILL BE SECTION TYPE "1C" (FOR 25 GA. MATERIAL) OR "CC" FOR OTHERS. THIS TABLE DESIGNATES STUDS FOR NON-BEARING INTERIOR WALLS ONLY. THE STUDS IN THIS TABLE ARE NOT TO BE LOADED AXIALLY AND ARE LATERALLY UNBRACED. THE HEIGHTS ARE BASED ON WEB PUNCH-OUTS MINIMUM OF 1.3 TIMES THE WEB HEIGHT FROM THE EDGE OF BEARING. DEFLECTION LIMIT IS BASED ON L/240.

    250CC25

    600EJ18

    STOP DESIGNATIONDENOTES DEPTH (TYP.)

    JOIST DESIGNATION (TYP.)DENOTES DEPTH

    DENOTES SECTION/ GAUGE (TYP.)

    DENOTES SECTION/ GAUGE (TYP.)

    NO SCALEMTL. WALL STUD TABLE

    3 5/8 X 20 GA. MTL. STUDS@ 16 " O.C. (SEE MTL. WALL STUD TABLE)

    LINE OF CEIL. WHERE OCCURS

    METAL RUNNER RAMSET @ 4'-0" O.C & 6" FROM CORNERSPROVIDE ACCOUSTICAL SEALANT CAULKING @ BOTH SIDES OF WALL TOP & BOTTOM

    WALL BASE WHERE OCCURS

    CONNECT NEW FRAMING TO UNDERSIDE OF STRUCTURE

    FIN. FLOOR

    5/8" GYP. BD. EACH SIDE

    CONNECT NEW FRAMING TO UNDERSIDE OF STRUCTURE

    3 5/8 OR 6" X 20 GA. MTL. STUDS@ 16 " O.C. (SEE DET. A8.305 FOR MTL. WALL STUD TABLE)

    METAL RUNNER RAMSET @ 4'-0" O.C & 6" FROM CORNERS

    PROVIDE ACCOUSTICAL SEALANT CAULKING @WALL BOTTOMFIN. FLOOR

    5/8" GYP. BD. (TYPE X)

    12" MTL. CLADDED WALL BASEO/ 1/2" PLYWD. (WHERE OCCURS)

    P1

    6" x 20 GA. MTL. STRAP @ 8'-0"& 4'-0" AFF. FASTEN TO (E) DEMISING WALL FRAMING

    3 5/8" X 20 GA. MTL. STUDS@ 16 " O.C. (SEE MTL. WALL STUD TABLE)

    METAL RUNNER RAMSET @ 4'-0" O.C & 6" FROM CORNERSPROVIDE FIRE CAULKING @ BOTH SIDES OF WALL TOP & BOTTOM

    WALL BASE WHERE OCCURS

    FIN. FLOOR

    5/8" GYP. BD. (TYPE X) ON EA. SIDE.

    DEFLECTION TRACK

    DEFLECTION SPACE

    LINE OF CEIL. WHERE OCCURS

    ATTACHED AS REQ'D. TO DECK/ ROOF FRAMING

    AMS DEEP - LEG TRACK SCREW ATTACHED TO STUDS

    (E) 52" DEEP PRE-FABRICATED WOOD TRUSSE PURLINS 362S162-33@48" CUT ENDS AND CONNECT W/ (2) #8 X 1" SELF-TAPPING SHEET METAL SCREWS

    362T200-54 OR 600T200 METAL TRACK, CONNECT TO (E) STRUCT.W/ (2) #10 SCREWS

    METAL STUD @ 16" O.C.

    (2) # 8x1" SELF-TAPPING SHEET METAL

    1/2

    " G

    AP

    10

    '-0

    " M

    AX

    .

    1/2

    " G

    AP

    362S162 BLOCKING362S162-33 @ 48" O.C. STAGGEREDCONNECT TO BLOCKING W/(3) #8 SELF-TAPPING MTL. SCREWS

    LINE OF CEIL. WHERE OCCURS

    BEND STUD OR 16 GA. ANGLEW/ (3) #8 SELF-TAPPING MTL. SCREWS

    BEND STUD OR 16 GA. ANGLEW/ (3) #8 SELF-TAPPING MTL. SCREWSBEND STUD OR 16 GA. ANGLEW/ (3) #8 SELF-TAPPING MTL. SCREWS

    3 5/8 OR 6" X 20 GA. MTL. STUDS@ 16 " O.C.

    362T200-54 OR 600T200 METAL TRACK, (3) #8 X 1" SELF-TAPPING SHEET METAL SCREWS

    A

    A. SECTION362S162-33@48" CUT ENDS AND CONNECT W/ (2) #8 X 1" SELF-TAPPING SHEET METAL SCREWS

    (E) 52" DEEP PRE-FABRICATED WOOD TRUSSE PURLINS

    Sheet1

    MAX SPAN (O.C.) DESIGNATION MAX SPAN (O.C.) DESIGNATION

    UP TO 5'-0" 12" 162S125-33 UP TO 12'-6" 12" 400S162-43UP TO 4'-9" 16" 162S125-33 UP TO 11'-3" 16" 400S162-43UP TO 3'-9" 24" 162S125-33 UP TO 9'-9" 24" 400S162-43UP TO 7'-3" 12" 250S125-33 UP TO 17'-0" 12" 600S162-43UP TO 6'-3" 16" 250S125-33 UP TO 15'-6" 16" 600S162-43UP TO 5'-3" 24" 250S137-33 UP TO 13'-0" 24" 600S162-43UP TO 10'-3" 12" 350S137-33 (or 362S137-33) UP TO 21'-6" 12" 800S162-43UP TO 9'-4" 16" 350S137-33 (or 362S137-33) UP TO 19'-6" 16" 800S162-43UP TO 7'-9" 24" 350S137-33 (or 362S137-33) UP TO 16'-0" 24" 800S162-43UP TO 11'-0" 12" 400S137-33UP TO 9'-9" 16" 400S137-33UP TO 8'-0" 24" 400S137-33

    NOTE: ALL JOISTS INDICATED ARE STEEL STUD MANUFACTURER'S ASSOCATION (SSMA). THIS TABLE DESIGNATES JOISTS FOR SINGLE SPAN ONLY, WITH MAXIMUM DESIGN LOAD OF 10 PSF L.L & 20 PSF D.L. THE JOISTS IN THIS TABLE ARE NOT TO BE LOADED AXIALLY AND ARE LATERALLY BRACED AT THIRD POINTS (OR CONTINUOUSLY SHEATHED). DEFLECTION LIMIT IS BASED ON L/240. STRENGTH IS BASED ON Fy OF 33KSI

    CEILING JOIST

    Page 1

    Scale 3"= 1'-0"NON-RATED - FULL HT. (TYP.)

    Scale 1:5FURR-OUT WALL DETAIL

    Scale 1 1/2" = 1'-0"FULL-HEIGHT WALL CONNECTION

    Scale 1 1/2" = 1'-0"PARTITION WALL CONNECTION

    NO SCALEMETAL CEILING JOIST TABLE

    Scale 3"= 1'-0"(E) 1-HR. DEMISING WALL

    07 0410Scale 1"= 1'-0"DETAIL TITLE

    02

    01

    08 0511Scale 1"= 1'-0"DETAIL TITLE

    0309 0612Scale 1"= 1'-0"DETAIL TITLE

    Scale 6"= 1'-0"QUARRY TILE BASE @ FRP PANEL

    A8.3

    AS SHOWN

    Details

    SF

    Date DESCRIPTION

    PROJECT

    Date Modied:Date Created:

    Scale:

    Project No.:

    Drawn By:

    CAD File:

    1937-15-230

    12/23/15

    NEKTER SEA CLIFF7101 YORKTOWN AVE., SUITE 105HUNTINGTON BEACH, CA 92648

    1/18/16 Permit Set

    1/2

    " M

    AX

    .

    10

    "1

    /2"

    MA

    X

    SLOPE 2:1

    6"

    12

    ", T

    YP

    ., N

    .T.S

    .

    6"

    24", TYP.

    1/2" 1/2"

    2"

    12

    ", T

    YP

    ., N

    .T.S

    .

    6"

    24", TYP.

    TILETHRESHOLD

    8"x8" PORCELAIN TILE

    "BURKE MERCER" #360 CERCO T SNAP-IN T MOULDING (BLACK)

    CERAMIC TILE

    CONC. FLOOR SLAB MAKE ALL TRANSITIONS FLUSH.

    "BURKE MERCER" #980 PINLESS METAL TRACK

    G.C. TO PROVIDE BONDING AGENT TO EXISTING SLAB

    TEMPERED GLASS

    DOOR WHERE OCCURS

    ALUM. SWEEP & DRIP

    1/4" PLYWD. SHIM SET IN MASTIC W/ EXPENSION SHIELD & SCREWS

    SHT. MTL. FLASHING

    ALUM. THRESHOLD SET IN MASTIC

    MASTIC

    FIN. FL.

    6" TILE COVE BASE W/ 3/8" RADIUS

    1/8" GROUT JOINT

    LINE OF CABINET

    CABINET TOE-KICK BLOCKING

    BASE COAT OF LATICRETE 9235WATERPROOFING MEMBRANE LIQUID, PRESS IN LATICRETE REINFORCING FABRIC AND TOP W/ A SECOND COAT OF WATERPROOFING 9235 WATERPROOFING MEMBRANE LIQUID

    5/8" CEMENT BOARD

    WALL TILE

    TILE COVE BASE

    CONT. CLEAR SEALANT AS REQ'D

    B3

    RESTROOM

    FINISH FLOOR

    T3

    T3

    3 5/8 OR 6" X 20 GA. MTL. STUDS @ 16" O.C. (SEE DET. A8.1-03 FOR MTL. WALL STUD TABLE).

    HM WELDED FRAME

    5/8" (16mm)GYP. BD. (TYPE X)

    SEALANT

    HOLLOW METAL DOOR FRAME

    CAULKING, TYP.

    JAMB ANCHOR, TYP. OF THREE

    5/8" TYPE "X" GYPSUM BOARD, BOTH SIDES

    DOOR - SEE SCHEDULE

    18 GA. METAL STUDS @ DOOR JAMB TYP.

    ADHESIVE

    WALL (VARIES SEE PLAN)

    PVC INSIDE CORNER GUARD

    FRP1

    WALL (VARIES SEE PLAN)

    ADHESIVE

    PVC OUTSIDE CORNER GUARD

    FRP1

    FRP1

    BASE COAT OF LATICRETE 9235WATERPROOFING MEMBRANE LIQUID, PRESS IN LATICRETE REINFORCING FABRIC AND TOP W/ A SECOND COAT OF WATERPROOFING 9235 WATERPROOFING MEMBRANE LIQUID

    5/8" CEMENT BOARD

    FRP WALL COVERING W/ PD EDGE TRIM

    COVE BASE

    CONT. CLEAR SEALANT AS REQ'D

    B4

    BOH

    FINISH FLOOR

    FRP1

    T2

    CL

    Scale N.T.STILE TO TILE FLOOR. TRANSITION

    Scale 3"= 1'-0"EXTERIOR THRESHOLD

    03Scale 1"= 1'-0"TOE KICK COVE BASE

    Scale 6"= 1'-0"TILE COVE BASE @ WALL TILE

    Scale 6" = 1'-0"DOOR JAMB/HEADER

    Scale 6"= 1'-0"DOOR JAMB

    Scale 1:1FRP INSIDE CORNER - PLAN

    Scale 1:1FRP OUTSIDE CORNER - PLAN

    Scale 6"= 1'-0"QUARRY TILE BASE @ FRP PANEL

    1/14/16

  • siegfried flores | 08

    d a n f l a v i n a r t m u s e u mnew york city, ny

    design studio - spring 2010

    4241

    T H E D A N F L A V I N A R T M U S E U MS I E G F R I E D F L O R E S

    A R C H 4 0 4 S P R I N G 2 0 1 0

    VERTICAL CIRCULATION

    EAST FACADE 1/8=1-0 NORTH FACADE LONGITUDINAL SECTION TRANSVERSE SECTION

    ORGINAL GRID EXTRUDED GRID

    GALLERY DAYLIGHITNG STUDY

    12 PM WINTER 12 PM SUMMER

    LIGHT CONCEPT

    BASEMENT 1/8=1-0SITE PLAN 1=30 GROUND FLOOR SECOND FLOOR HIGHLINE LEVEL FOURTH FLOOR FIFTH FLOOR ROOF GARDEN

    T H E D A N F L A V I N A R T M U S E U MS I E G F R I E D F L O R E S

    A R C H 4 0 4 S P R I N G 2 0 1 0

    VERTICAL CIRCULATION

    EAST FACADE 1/8=1-0 NORTH FACADE LONGITUDINAL SECTION TRANSVERSE SECTION

    ORGINAL GRID EXTRUDED GRID

    GALLERY DAYLIGHITNG STUDY

    12 PM WINTER 12 PM SUMMER

    LIGHT CONCEPT

    BASEMENT 1/8=1-0SITE PLAN 1=30 GROUND FLOOR SECOND FLOOR HIGHLINE LEVEL FOURTH FLOOR FIFTH FLOOR ROOF GARDEN

    T H E D A N F L A V I N A R T M U S E U MS I E G F R I E D F L O R E S

    A R C H 4 0 4 S P R I N G 2 0 1 0

    VERTICAL CIRCULATION

    EAST FACADE 1/8=1-0 NORTH FACADE LONGITUDINAL SECTION TRANSVERSE SECTION

    ORGINAL GRID EXTRUDED GRID

    GALLERY DAYLIGHITNG STUDY

    12 PM WINTER 12 PM SUMMER

    LIGHT CONCEPT

    BASEMENT 1/8=1-0SITE PLAN 1=30 GROUND FLOOR SECOND FLOOR HIGHLINE LEVEL FOURTH FLOOR FIFTH FLOOR ROOF GARDEN

    T H E D A N F L A V I N A R T M U S E U MS I E G F R I E D F L O R E S

    A R C H 4 0 4 S P R I N G 2 0 1 0

    VERTICAL CIRCULATION

    EAST FACADE 1/8=1-0 NORTH FACADE LONGITUDINAL SECTION TRANSVERSE SECTION

    ORGINAL GRID EXTRUDED GRID

    GALLERY DAYLIGHITNG STUDY

    12 PM WINTER 12 PM SUMMER

    LIGHT CONCEPT

    BASEMENT 1/8=1-0SITE PLAN 1=30 GROUND FLOOR SECOND FLOOR HIGHLINE LEVEL FOURTH FLOOR FIFTH FLOOR ROOF GARDEN

    T H E D A N F L A V I N A R T M U S E U MS I E G F R I E D F L O R E S

    A R C H 4 0 4 S P R I N G 2 0 1 0

    VERTICAL CIRCULATION

    EAST FACADE 1/8=1-0 NORTH FACADE LONGITUDINAL SECTION TRANSVERSE SECTION

    ORGINAL GRID EXTRUDED GRID

    GALLERY DAYLIGHITNG STUDY

    12 PM WINTER 12 PM SUMMER

    LIGHT CONCEPT

    BASEMENT 1/8=1-0SITE PLAN 1=30 GROUND FLOOR SECOND FLOOR HIGHLINE LEVEL FOURTH FLOOR FIFTH FLOOR ROOF GARDEN

    T H E D A N F L A V I N A R T M U S E U MS I E G F R I E D F L O R E S

    A R C H 4 0 4 S P R I N G 2 0 1 0

    VERTICAL CIRCULATION

    EAST FACADE 1/8=1-0 NORTH FACADE LONGITUDINAL SECTION TRANSVERSE SECTION

    ORGINAL GRID EXTRUDED GRID

    GALLERY DAYLIGHITNG STUDY

    12 PM WINTER 12 PM SUMMER

    LIGHT CONCEPT

    BASEMENT 1/8=1-0SITE PLAN 1=30 GROUND FLOOR SECOND FLOOR HIGHLINE LEVEL FOURTH FLOOR FIFTH FLOOR ROOF GARDEN

    40

    T H E D A N F L A V I N A R T M U S E U MS I E G F R I E D F L O R E S

    A R C H 4 0 4 S P R I N G 2 0 1 0

    VERTICAL CIRCULATION

    EAST FACADE 1/8=1-0 NORTH FACADE LONGITUDINAL SECTION TRANSVERSE SECTION

    ORGINAL GRID EXTRUDED GRID

    GALLERY DAYLIGHITNG STUDY

    12 PM WINTER 12 PM SUMMER

    LIGHT CONCEPT

    BASEMENT 1/8=1-0SITE PLAN 1=30 GROUND FLOOR SECOND FLOOR HIGHLINE LEVEL FOURTH FLOOR FIFTH FLOOR ROOF GARDEN

    T H E D A N F L A V I N A R T M U S E U MS I E G F R I E D F L O R E S

    A R C H 4 0 4 S P R I N G 2 0 1 0

    VERTICAL CIRCULATION

    EAST FACADE 1/8=1-0 NORTH FACADE LONGITUDINAL SECTION TRANSVERSE SECTION

    ORGINAL GRID EXTRUDED GRID

    GALLERY DAYLIGHITNG STUDY

    12 PM WINTER 12 PM SUMMER

    LIGHT CONCEPT

    BASEMENT 1/8=1-0SITE PLAN 1=30 GROUND FLOOR SECOND FLOOR HIGHLINE LEVEL FOURTH FLOOR FIFTH FLOOR ROOF GARDEN

    T H E D A N F L A V I N A R T M U S E U MS I E G F R I E D F L O R E S

    A R C H 4 0 4 S P R I N G 2 0 1 0

    VERTICAL CIRCULATION

    EAST FACADE 1/8=1-0 NORTH FACADE LONGITUDINAL SECTION TRANSVERSE SECTION

    ORGINAL GRID EXTRUDED GRID

    GALLERY DAYLIGHITNG STUDY

    12 PM WINTER 12 PM SUMMER

    LIGHT CONCEPT

    BASEMENT 1/8=1-0SITE PLAN 1=30 GROUND FLOOR SECOND FLOOR HIGHLINE LEVEL FOURTH FL