Siegfried Flores - Portfolio
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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
12
'-0
" (T
.O. A
WN
ING
)
16
'-0
" (T
.O. G
RA
TIN
G)
23
'-8
" (T
.O. P
AR
AP
ET
)
13
'-2
" (
B.O
. S
IGN
AG
E / T
.O. B
LA
DE
SIG
N)
1'-4
"1
'-6
"
7'-8
"
10
'-0
" (B
.O.A
WN
ING
)
8'-0
" (T
.O. G
AT
E/ D
OO
R)
5
3
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
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
'-0
" (T
.O. A
WN
ING
)
16
'-0
" (T
.O. G
RA
TIN
G)
23
'-8
" (T
.O. P
AR
AP
ET
)
13
'-2
" (
B.O
. S
IGN
AG
E / T
.O. B
LA
DE
SIG
N)
1'-4
"1
'-6
"
7'-8
"
10
'-0
" (B
.O.A
WN
ING
)
8'-0
" (T
.O. G
AT
E/ D
OO
R)
5
3
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