HomeMy WebLinkAbout20171009_PLANS_resubmittal7 0 7
PROJECT ADDRESS: 707 Balboa Blvd., Newport Beach, CA 92663
ASSESSOR'S PARCEL NO.: 048-135-02
LEGAL DESCRIPTION: Real property in the City of Newport Beach, County of Orange, State of California, described as follows:
LOTS 4 AND 5, BLOCK 10, BALBOA TRACT, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON A MAP RECORDED IN BOOK 4, PAGE 11 OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
EXCEPTING ALL OIL, GAS MINERALS AND OTHER HYDROCARBON SUBSTANCES LYING BELOW A DEPTH OF 500 FEET FROM THE SURFACE OF SAID LAND, BUT WITHOUT THE RIGHT OF ENTRY UPON ANY PORTION OF THE SURFACE ABOVE A DEPTH OF 500 FEET, TO TAKE, MARKET, MINE, EXPLORE OR DRILL FOR SAME, AS RESERVED IN DEED RECORDED APRIL 28, 1969 IN BOOK 8939, PAGE 653 OF OFFICIAL RECORDS.
ZONING DESIGNATION:Central Balboa Specific Plan (SP-8)Retail and Service Commercial (RSC)Designated as a Landmark Theater
COPE OF WORK:
Complete A/E rehabilitation including architectural, structural and MEP work to create an active theater with food and beverage service. Interior will have two stories with balconies to the stage. Other interior elements are storage rooms, restrooms and food & beverage service facilities. Exterior work includes a facade restoration at main street facade, new openable storefront windows flanking center entry doors and a recreated historical marquee. A small outdoor seating area will extend into the sidewalk. A new roof deck will constructed for food and beverage service. Other roof elements include mechanical screen, stairway enclosure, elevator shaft and glass guardrail.
PROJECT SUMMARY
LOT SIZE :5,130 S.F.
TYPE OF CONSTRUCTION:VA
OCCUPANCY:A-2
HEIGHT:50'-0" MAX.
STORIES:2 with ROOF DECK
.
SHEET INDEX
VICINITY MAP
PROJECT TEAM
OWNER:
Balboa Theater Company, L.L.C.
709 Randolph Ave.
Costa Mesa, CA 92626
Ph: (714) 966-1177
Contact: Chris Bennett
A-1 COVER SHEET/PLOT PLAN
1 of 1 SURVEY
C1 PRELIMINARY GRADING AND DRAINAGE PLAN
C2 PRELIMINARY EROSION CONTROL PLAN
A1.1 DEMOLITION PLAN
A-2.1 PROPOSED FLOOR PLANS (EVENT SEATING W/ TABLES)
& AREA PLANS
A-2.2 PROPOSED FLOOR PLANS (EVENT SEATING) & AREA PLANS
A-3 PROPOSED DESIGN EXTERIOR ELEVATIONS
A-3a PROPOSED DESIGN EXTERIOR ELEVATIONS- HEIGHTS
A-3.1 PROPOSED DESIGN BUILDING SECTIONS
A-4 PROPOSED MATERIALS & SIGNAGE DESIGN
A-5 PHOTOGRAPHS OF SURROUNDING BUILDINGS
ARCHITECT:
Thirtieth Street Architects, Inc.
2821 Newport Blvd.
Newport Beach, CA 92663
Ph: (949) 673-2643
Contact: James C. Wilson
Email: jw@tsainc.us
CIVIL ENGINEER:
Civil Works Engineers
3151 Airway Ave., Ste T-1
Costa Mesa, CA 92626
Ph: (714) 966-9060
Contact: Marie Marston
Email: mmarston@civilworksengineers.com
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9/28/17 C.U.P. RESUBMITTAL
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24'-0"
7'-2"
UPUP
DN.
UPUP
+7.87'
DN.
DN.
UP
1'
-
4
7
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8
"
7 1
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8
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FRONT
DN.
UP
RAMPRAMP
RAMP
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TRASHBIN
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BLVD.ALLEY
C L
BALBOA TRACTBLOCK 10M.M. 4-11
LOT 4 & 5
EXISTING ADJACENT BUILDING9
.45 FS9
.43 FS9.54 FS9
.44 FS9
.45 FS
11.27 FS
11.56 FS 12.00 FS11.41 FL
11.07 FL
11.25 FL
11.55
FL
11.32 FL9 .17 TC9.24 TC
SCO
TEL HH
WM
PR
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PROPERTY
LINE8
.80 EG8.67 EG8.87 EG8
.79 FL8
.60 FL8
.76 EG8
.64 FL9.19 TC9.33 FS9.29 FS9.29 FSG VLT
WM
WM
WM
SL9.35 FS
SL PB
SL
SL PB
OVERHEADSIGN
20'-0"'5'-0"'SCO
TREE WELL
11.01 FL
11.16 FL
11.30 FL
11.37 FL
11.41 FL
TS PB8 .67 EG9
.32 FS
TREE WELL
BENCH8
.78 EG
LOT 6
LOT 3N
6
8
°
2
9
'
1
8
"
W
54
.00'N 6
8
°
2
7
'
1
7
"
W
54
.00'
L+T LS5464
L+T LS5464
WELL MON
WASHINGTON AVE.9.64 FF9.64 FF
CL DOOR
TRASHBIN
TRASHBINN 21°37'14"E 95 .08'
EXISTING ADJACENT BUILDING
PR
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LINE
PROPERTY
LINEN 21°37'14"E 95 .11'
STAGE+4.0' F.F.(ALLEY LEVEL)
LOBBY/FOOD/BEVERAGE+0.00' F.F. (STREET LEVEL)
WOMENS RR
MENS RR
ELEV.LOWER LEVEL
(SEATING AREA)
-2.0' F.F.WEST FOOD/BEVERAGE
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BAR
SEATING AREA
SEATINGAREA+1.5' F.F.SEATINGAREA+0.00' F.F.PLOT/SITE PLAN
SCALE: 1/8"=1'-0"
+0 .00' F.F.SEATING AREA
+0 .00' F.F.+1.60'
+1.37'
8'-0"
MIN.NOTE: OWNER IS NEOGITIATING WITH NEIGHBORING BLDGS TO SHARE TRASH ENCLOSURES
8
'
-
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"
MIN.RELOCATED TRASH BIN
RELOCATED TRASH BIN
Item Current Proposed Comments
Lot Area 5,135 sf 5,135 sf
Lot Width 54 ft 54 ft
Lot Depth ave-95.095 ave-95.095
Setbacks 0 ft 0 ft
1 Orig Theater est. w/ balcony = 6,747 sf
2 Interior = 8,302 Roof deck =2,648 sf
F.A.R.1 1.62 Interior space
Bldg./Lot
Coverage 100%100%
48’-4” to top of elevator shaft.
37’-6” to top of guardrail
Landscaping 0%0%
Paving 0%0%
Parking 0 0
No. of Emps.0 7 max
No. of Seats 450 Orig
Theater 318
Hours of
Operation Unknown 6am to 12am 7-days/week
Use Theater Theater New use includes food & beverage service.
48’-4”32’-3”Building Ht
10,948 sf 25,135 sf 1Gross s.f.
SEE KEY NOTE
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9/28/17 C.U.P. RESUBMITTAL
1/8" = 1'-0"11DEMOLITION PLAN
DE
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TRASHBIN
TRASHBIN
W
W
W
W
W
WW
W
G
G
G
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TS
TS
TS
TS
W
W
W
W
W
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CB
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BLVD.ALLEY
C L
BALBOA TRACTBLOCK 10M.M. 4-11
LOT 4 & 5
EXISTING ADJACENT BUILDING9
.45 FS9
.43 FS9.54 FS9
.44 FS9
.45 FS
11.27 FS
11.56 FS 12.00 FS
11.41 FL
11.07 FL
11.25 FL
11.55
FL
11.32 FL9 .17 TC9.24 TC
SCO
TEL HH
WM
PR
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LINE
PROPERTY
LINE8
.80 EG8.67 EG8.87 EG8
.79 FL8
.60 FL8
.76 EG8
.64 FL9.19 TC9.33 FS9.29 FS9.29 FSG VLT
WM
WM
WM
SL9.35 FS
SL PB
SL
SL PB
OVERHEADSIGN
20'-0"'5'-0"'SCO
TREE WELL
11.01 FL
11.16 FL
11.30 FL
11.37 FL
11.41 FL
TS PB8 .67 EG9
.32 FS
TREE WELL
BENCH8
.78 EG
LOT 6
LOT 3N
6
8
°
2
9
'
1
8
"
W
54
.00'N 6
8
°
2
7
'
1
7
"
W
54
.00'
L+T LS5464
L+T LS5464
WELL MON
WASHINGTON AVE.9.64 FF9.64 FF
CL DOOR
TRASHBIN
TRASHBINN 21°37'14"E 95 .08'
EXISTING ADJACENT BUILDING
PR
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LINE
PROPERTY
LINEN 21°37'14"E 95 .11'
+/
-
3
9
'
-
6
"
9'-6" HIGH OF EXISTING MASONRY WALL AND CONCRETE COLUMNS TO BE REMOVE, PROTECT IN PLACE EXISTING MASONRY WALL ABOVE, TYP.DEMO KEY NOTESREF. NO.1EXISTING DOORS AND WINDOW SYSTEM TO BE REMOVED, PREP FOR NEW DOOR AND WINDOW SYSTEM.2EXISTING CONCRETE TO BE REMOVED AND PREPPED FOR NEW CONCRETE FINISH; NEW FINISH SHALL MEET ACCESSIBILITY REQUIREMENTS, TYP.3EXISTING TRUSSES TO REMAIN PROTECT-IN PLACE, TYP.4EXISTING WOOD POSTS TO BE REMOVED AND PREPPED FOR NEW STRUCTURAL SUPPORT, TYP.5EXISTING BROKEN CONCRETE TO BE REMOVED, PREP FOR NEW FINISHES, TYP.6EXISTING TRASH BINS TO BE RELOCATED, PATCH AND REPAIR CONCRETE, TYP.7EXISTING OVERHEAD SIGNAGE TO BE REMOVED, TYP.8EXISTING WALLS TO BE MODIFIED FOR NEW OPENING SIZE AND FINISHES, TYP.9EXISTING WALL BRACES TO BE MODIFIED AS REQUIRED FOR NEW STRUCTURAL SUPPORT, TYP.10
EXISTING PLYWOOD AT OPENING TO BE REMOVED, WALL OPENING TO REMAIN, PROTECT-IN-PLACE, PREP FOR NEW OVERHEAD DOORS, TYP.11
EXISTING MASONRY WALLS AND CONCRETE COLUMNS TO REMAIN, PROTECT-IN-PLACE, TYP.12
EXISTING CONCRETE SIDEWALK TO REMAIN, PROTECT-IN-PLACE, TYP.132+/-
1
6
'
-
0
"3877+/-
1
4
'
-
8
"
1
7/8"
11
+/-
1
4
'
-
8
"
11555555
EXISTING EXPOSED CONCRETE FOOTING TO REMAIN, PROTECT-IN PLACE, TYP.14
EXISTING SAND/GRADE TO BE MODIFIED FOR NEW CONCRETE FOUNDATION & FLOOR 1514
14946610
10
13
13
12
TYP.TYP.TYP.TYP.TYP.TYP.12
TYP.12
TYP.12
TYP.14
15
TYP.1SEE KEY NOTESEE
KEY
NOTE
1
11
SEE KEY NOTE
11
SEE KEY NOTE
EXISTING DOUBLE WYTHE BRICK WALL TO REMAIN
EXISTING CONCRETE COLUMN TO REMAIN
EXISTING DOUBLE WYTHE BRICK WALL TO BE REMOVED PER KEY NOTE
EXISTING CURVED TRUSSES TO REMAIN
EXISTING TO BE REMOVED, SEE KEY NOTE FOR CLARIFICATIONS, TYP.
B
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Gross Area
(Sq. Ft.)
Net Area (Sq.
Ft.)
Occupancy
Load Factor
(Sq. Ft./Person)
CBC 2016
Number of
Occupants
Allowed
Theatre Event
Seating
Non-Event
Seating
340 340 7 49 24 24 340
455 415 15 30 36 36 455
308 281 7 40 34 34 308
412 412 15 27 22 -412
961 -15 64 86 -961
387 361 15 24 24 -387
Bar 169 -200 1 1 1
Outdoor Dining 44 15 3 4 4
72 72 7 10 7 7 72
1,876 --0 1,876
249 238 106
5,024 SF 4,811 SF
391 -200 2 2
Assembly - Multi-Purpose, A2 466 430 15 29 20 466
Assembly - Multi-Purpose, A2 378 378 15 25 39 378
Assembly - Multi-Purpose, A2 74 74 7 11 7 74
Business 402 100 4 4 402
232 -100 2 2 232
1,250 --0 1250
73 74
3,193 2,802 SF
293 -200 1 1
Bar Seating Assembly - Multi-Purpose, A2 392 392 15 26 26
Assembly - Multi-Purpose, A2 1,871 1,871 15 125 120
Accessory - A2 90 -300 1 1
382 --0
153 148
472 472
2,556
312 254
8,689
8,689 SF
8,085 SF
93%
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Use and Occupancy
FI
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R
Lobby/Food/Beverage Assembly- Lobby/Food/Beverage, A2
West Food/Beverage Assembly- Food & Beverage, A2
East Food/Beverage Assembly - Food & Beverage, A2
Private Boxes Assembly - Multi-Purpose, A2
Lower Floor Space Assembly - Multi-Purpose, A2
Stage Assembly - A2
Addn'l Food/Beverage Assembly - Food & Beverage, A2
1st Flr: Circulation/Restrooms Accessory - A2
Accessory - Kitchen, A2
Assembly- Food & Beverage, A2
Total First Floor Occupants
First Floor Sub-Total
SE
C
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D
F
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Kitchen Accessory - Kitchen, A2
Private Boxes
VIP Boxes
Multi-Purpose Area
Office Business
Upper Back Stage (Equip/Lighting)
Circulation
Bar
Accessory - A2
Circulation Accessory - A2
Total Second Floor Occupants
Second Floor Sub-Total
Total Roof Deck Occupants
Accessory - Kitchen, A2
Outdoor dining
Storage
Theatre/ Event
Space (Sq.Ft.)
Total Occupants
Gross Indoor Sq. Ft.
Theatre/Event Space Sq. Ft.
PROJECT NAME: Balboa Theatre (Conceptual)
(OCCUPANT LOADS PER 2016 CBC TABLE 1004.1.1) and ACTUAL EVENT SEAT COUNT - Theater Seating
9/19/2017 Thirtieth Street Architects, Inc.
Roof Deck Sub-Total
RO
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Total Gross Square Footage
Roof Deck Indoor Sub-Total
DN.UP
24'-0"
7'-2"
UPUP
DN.
UPUP
+7.87'
DN.
DN.
UP
1'
-
4
7
/
8
"
7 1
/
8
"
FRONT
DN.
UP
RAMPRAMP
RAMP
RA
M
P
W
W
W
W
W
WW
W
G
G
G
G T
T
T
T
TS
TS
TS
TS
W
W
W
W
W
W
W
W
CB
BA
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B
O
A
BLVD.ALLEY
C L
EXISTING BUILDING
EXISTING BUILDING9 .45 FS9
.43 FS9
.58 FS9 .44 FS9
.45 FS
11.56 FS 12.00 FS9
.17 TC
SCO
TEL HH
WM
PR
O
P
E
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LINE
PROPERTY LINE
LINEPROPERTY8 .80 EG8.67 EG8.87 EG8
.60 FL8
.76 EG8
.64 FL9.19 TC9.33 FS9.29 FS9.29 FSG VLT
WM
WM WM
SL9
.35 FS
SL PB
SL
SL PB
OVERHEAD
SIGN
20'-0"'5'-0"'SCO
TREE WELL
11.41 FL
TS PB8 .67 EG9
.32 FS
TREE WELL
BENCH8
.78 EG
LOT 6
LOT 3N
6
8
°
2
9
'
1
8
"
W
54
.00'N 6
8
°
2
7
'
1
7
"
W
54
.00'N 21°37'14"E 95 .11'N 21°37'14"E 95 .08'
L+T LS5464
L+T LS5464
WELL MON
WASHINGTON AVE.9.64 FF
CL DOOR
LINE
PR
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TRASHBIN
TRASHBIN
TRASHBIN
TRASHBINT.LOWER LEVEL SEATING AREA961 SF-2.0' F.F.WEST FOOD/BEVERAGE455 SF
255 SF
EAST FOOD/BEVERAGE
SEATINGAREA191 SF
232 SF
72 SF
ADD'L. FOOD/BEVERAGE
29 SF
27 SF
194 SF
LOBBY/FOOD/BEVERAGE340 SF+0 .00 F.F. (STREET LEVEL)
SEATINGAREA77 SF+1.5' F.F.STAGE387 SF+2.0' F.F. (ALLEY LEVEL)
SEATINGAREA144 SF
MENS
WOMENS
ELEV.169 SFBAR
308 SF
13'-0"
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+1.60'
+1.37'
95'-1"10'-0"
4'-0"
54
'
-
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13
'
-
6
"
40
'
-
6
"
EVENT SEATING
Lower Level Seating: 64
Box Seating: 30
Subtotal:94
BISTRO CAFE
West Dining: 46
East Dining: 52
Add'l. Seating: 7
Subtotal: 105
TOTAL SEATS: 199
8'-0"
MIN.8'-0"
MIN.36" H. FREESTANDING RAILING
36" H. FREESTANDING RAILING
(E) BRICK TO BE
REUSE OVER (N)
MTL. STUD
FRAMED WALL
8'-0"MIN.(E) TRASH BIN TO BE
RELOCATED
(E) TRASH BIN TO BE
RELOCATED
8
'
-
0
"
MIN.2'-8"ACACBB7
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9/28/17 C.U.P. RESUBMITTAL
STAGE
BELOW
OPEN TO BELOW OPEN TO BELOW
+14.5'
+12.5'
+13.5' F.F.
DN.
UP
DN.
+21.5'
DN.
DN.
DN.
+13.5'
+12.5' F.F.+11.5' F.F.
UP
UP
+13.5' F.F.
+14.5'
DN.DN.
WALKWAY
HALLWAY
367 SF 391 SF
299 SF
232 SF76 SF94 SF
72 SF72 SF
167 SF
74 SF
63 SF
35 SF
SOUND/LIGHTING
KITCHEN
OFFICE
SEATING AREA
SEATING AREA
SEATING AREA
SEATING AREA SEATING
AREA
16'-0"46'-3"29'-2"
54
'
-
0
"
EVENT SEATING
Box Seating: 22
High Tables: 7
Box Seating: 36
TOTAL SEATS: 65ACACBBMECH. EQUIP.
KITCHEN
EQUIP.
DN.
ROOF DECK
+34' F.F.
ELEV.
EQUIP.
BAR
SKYLIGHT
EQUIP. SCREEN FLAG POLE
ELEV.
6' HIGH
SCREEN WALL
42" HIGH
GLASS RAILING
STAIRS
DN.
STEEL & GLASS
CANOPY
STAIRS
STEEL &
GLASS
CANOPY
STORAGE
SE
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V
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STEEL AND GLASS CANOPY
OVER BAR AREA2 ,263 SF
246 SF47 SF90 SF
84'-0"
54
'
-
0
"
18
'
-
0
"
36
'
-
0
"
21'-10"18'-8"26'-2"17'-4"
23'-0"61'-0"
26'-5"5'-0"12'-3"17'-4"
BAR
12 SEATS
BISTRO CAFE
Bar Seating: 12
High Tables: 8
Bench/tables: 6
Deck Dining: 120
TOTAL SEATS: 146
EVENT SEATING
(For use by Same Occupants at 1st Floor & Second Floor Only)
Bar Seating: 12
High Tables: 8
Bench/tables: 6
Deck Dining: 120
TOTAL SEATS: 146ACACBB ROOF DECK
SECOND FLOOR PLAN SITE/FIRST FLOOR PLAN
SCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"
SCALE: 1/8" = 1'-0"
B
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Gross Area
(Sq. Ft.)
Net Area (Sq.
Ft.)
Occupancy
Load Factor
(Sq. Ft./Person)
CBC 2016
Number of
Occupants
Allowed
Theatre Event
Seating
Non-Event
Seating
340 340 7 49 24 24 340
455 415 15 30 36 36 455
308 281 7 40 34 34 308
412 412 15 27 22 -412
961 -15 64 86 -961
387 361 15 24 24 -387
Bar 169 -200 1 1 1
Outdoor Dining 44 15 3 4 4
72 72 7 10 7 7 72
1,876 --0 1,876
249 238 106
5,024 SF 4,811 SF
391 -200 2 2
Assembly - Multi-Purpose, A2 466 430 15 29 20 466
Assembly - Multi-Purpose, A2 378 378 15 25 39 378
Assembly - Multi-Purpose, A2 74 74 7 11 7 74
Business 402 100 4 4 402
232 -100 2 2 232
1,250 --0 1250
73 74
3,193 2,802 SF
293 -200 1 1
Bar Seating Assembly - Multi-Purpose, A2 392 392 15 26 26
Assembly - Multi-Purpose, A2 1,871 1,871 15 125 120
Accessory - A2 90 -300 1 1
382 --0
153 148
472 472
2,556
312 254
8,689
8,689 SF
8,085 SF
93%
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Use and Occupancy
FI
R
S
T
F
L
O
O
R
Lobby/Food/Beverage Assembly- Lobby/Food/Beverage, A2
West Food/Beverage Assembly- Food & Beverage, A2
East Food/Beverage Assembly - Food & Beverage, A2
Private Boxes Assembly - Multi-Purpose, A2
Lower Floor Space Assembly - Multi-Purpose, A2
Stage Assembly - A2
Addn'l Food/Beverage Assembly - Food & Beverage, A2
1st Flr: Circulation/Restrooms Accessory - A2
Accessory - Kitchen, A2
Assembly- Food & Beverage, A2
Total First Floor Occupants
First Floor Sub-Total
SE
C
O
N
D
F
L
O
O
R
Kitchen Accessory - Kitchen, A2
Private Boxes
VIP Boxes
Multi-Purpose Area
Office Business
Upper Back Stage (Equip/Lighting)
Circulation
Bar
Accessory - A2
Circulation Accessory - A2
Total Second Floor Occupants
Second Floor Sub-Total
Total Roof Deck Occupants
Accessory - Kitchen, A2
Outdoor dining
Storage
Theatre/ Event
Space (Sq.Ft.)
Total Occupants
Gross Indoor Sq. Ft.
Theatre/Event Space Sq. Ft.
PROJECT NAME: Balboa Theatre (Conceptual)
(OCCUPANT LOADS PER 2016 CBC TABLE 1004.1.1) and ACTUAL EVENT SEAT COUNT - Theater Seating
9/19/2017 Thirtieth Street Architects, Inc.
Roof Deck Sub-Total
RO
O
F
D
E
C
K
Total Gross Square Footage
Roof Deck Indoor Sub-Total
DN.UP
24'-0"
7'-2"
UPUP
DN.
UPUP
+7.87'
DN.
DN.
UP
1'
-
4
7
/
8
"
7 1
/
8
"
FRONT
DN.
UP
RAMPRAMP
RAMP
RA
M
P
W
W
W
W
W
WW
W
G
G
G
G T
T
T
T
TS
TS
TS
TS
W
W
W
W
W
W
W
W
CB
BA
L
B
O
A
BLVD.ALLEY
C L
EXISTING BUILDING
EXISTING BUILDING9 .45 FS9
.43 FS9
.58 FS9 .44 FS9
.45 FS
11.56 FS 12.00 FS9
.17 TC
SCO
TEL HH
WM
PR
O
P
E
R
T
Y
LINE
PROPERTY LINE
LINEPROPERTY8 .80 EG8.67 EG8.87 EG8
.60 FL8
.76 EG8
.64 FL9.19 TC9.33 FS9.29 FS9.29 FSG VLT
WM
WM
WM
SL9
.35 FS
SL PB
SL
SL PB
OVERHEAD
SIGN
20'-0"'5'-0"'SCO
TREE WELL
11.41 FL
TS PB8 .67 EG9
.32 FS
TREE WELL
BENCH8
.78 EG
LOT 6
LOT 3N
6
8
°
2
9
'
1
8
"
W
54
.00'N 6
8
°
2
7
'
1
7
"
W
54
.00'N 21°37'14"E 95 .11'N 21°37'14"E 95 .08'
L+T LS5464
L+T LS5464
WELL MON
WASHINGTON AVE.9.64 FF
CL DOOR
LINE
PR
O
P
E
R
T
Y
TRASHBIN
TRASHBIN
TRASHBIN
TRASHBINT.LOWER LEVEL SEATING AREA961 SF-2.0' F.F.WEST FOOD/BEVERAGE455 SF
255 SF
EAST FOOD/BEVERAGE
SEATINGAREA191 SF
232 SF
72 SF
ADD'L. FOOD/BEVERAGE
29 SF
27 SF
194 SF
LOBBY/FOOD/BEVERAGE340 SF+0.00 F.F. (STREET LEVEL)
SEATINGAREA77 SF+1.5' F.F.STAGE387 SF+2.0' F.F. (ALLEY LEVEL)
SEATINGAREA144 SF
MENS
WOMENS
ELEV.169 SF
BAR
308 SF
13'-0"
GA
S
DO
U
B
L
E
C
H
E
C
K
DE
T
E
C
T
O
R
EL
E
C
T
.
BA
C
K
F
L
O
W
PR
E
V
E
N
T
O
R
GR
E
A
S
E
IN
T
.
+1.60'
+1.37'
95'-1"10'-0"
4'-0"
54
'
-
0
"
13
'
-
6
"
40
'
-
6
"
EVENT SEATING
Lower Level Seating: 86
Box Seating: 22
Subtotal: 108
BISTRO CAFE
West Dining: 48
East Dining: 56
Add'l. Seating: 7
Subtotal: 111
TOTAL SEATS: 219
8'-0"
MIN.8'-0"
MIN.36" H. FREESTANDING RAILING
36" H. FREESTANDING RAILING
(E) BRICK TO BE
REUSE OVER (N)
MTL. STUD
FRAMED WALL
8'-0"
MIN.8'-0"
MIN.2'-7"
5'-5"ACACBB(E) TRASH BIN TO BE
RELOCATED
(E) TRASH BIN TO BE
RELOCATED
7
0
7
7/17/17 C.U.P. SUBMITTAL
9/28/17 C.U.P. RESUBMITTAL
A-2.2
STAGE
BELOW
OPEN TO BELOW OPEN TO BELOW
+14.5'
+12.5'
+13.5' F.F.
DN.
UP
DN.
+21.5'
DN.
DN.
DN.
+13.5'
+12.5' F.F.+11.5' F.F.
UP
UP
+13.5' F.F.
+14.5'
DN.DN.
WALKWAY
HALLWAY
367 SF 391 SF
299 SF
232 SF76 SF94 SF
72 SF72 SF
167 SF
74 SF
63 SF
35 SF
SOUND/LIGHTING
KITCHEN
OFFICE
SEATING AREA
SEATING AREA
SEATING AREA
SEATING AREA SEATING
AREA
16'-0"46'-3"29'-2"
54
'
-
0
"
EVENT SEATING
Box Seating: 20
High Tables: 7
Vip Box Seating:39
TOTAL SEATS: 66ACACBBMECH. EQUIP.
KITCHEN
EQUIP.
DN.
ROOF DECK
+34' F.F.
ELEV.
EQUIP.
BAR
SKYLIGHT
EQUIP. SCREEN FLAG POLE
ELEV.
6' HIGH
SCREEN WALL
42" HIGH
GLASS RAILING
STAIRS
DN.
STEEL & GLASS
CANOPY
STAIRS
STEEL &
GLASS
CANOPY
STORAGE
SE
R
V
I
C
E
STEEL AND GLASS CANOPY
OVER BAR AREA2 ,263 SF
246 SF47 SF90 SF
84'-0"
54
'
-
0
"
18
'
-
0
"
36
'
-
0
"
21'-10"18'-8"26'-2"17'-4"
23'-0"61'-0"
26'-5"5'-0"12'-3"17'-4"
BISTRO CAFE
Bar Seating: 12
High Tables: 8
Bench/tables: 6
Deck Dining: 120
TOTAL SEATS: 146
EVENT SEATING
(For use by Same Occupants at 1st Floor & Second Floor Only)
Bar Seating: 12
High Tables: 8
Bench/tables: 6
Deck Dining: 120
TOTAL SEATS: 146ACACBB ROOF DECK
SECOND FLOOR PLAN SITE/FIRST FLOOR PLAN
SCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"
SCALE: 1/8" = 1'-0"
12
9
12
9
3'
-
8
"
3'
-
5
"
9'
-
0
"
MECH.WELL
ROOF DECK
LOBBY/ FOOD/BEVERAGE AREASTAGE
HALL
2ND FLR. FIN. ELEV. @ WALKWAYT.O. ELEV. SHAFT
10
'
-
6
"ALLEY
BALBOA BLVD.9'-3"
1ST FLR. FIN. ELEV.42"
H.+13 .5'
+14 .5'
+34 .0'
+12 .5'
+21 .5' LANDING
+7.9' LANDING
+27 .7' LANDING
-2.0' LOWER LEVEL FIN. FLR.+2.0'
ROOF DECK FIN. ELEV.+48 .3'
2ND FLR. @ SEATING AREA & OFFICE FIN. ELEV.
+32 .25'
WALKWAY
SOUND/ LIGHTING
SEATING AREABEYOND
LOWER LEVEL SEATING AREA
SEATING AREABEYOND
6'-0"
STOR.UTILITY WELL
6'-0"
7
0
7
7/17/17 C.U.P. SUBMITTAL
9/28/17 C.U.P. RESUBMITTAL
11/8"=1'-0"
A-3.1
NEW DESIGN BUILDING SECTIONS
NE
W
D
E
S
I
G
N
B
U
I
L
D
I
N
G
S
E
C
T
I
O
N
S
+13 .5' 2ND FLR. SEATING & WALKWAY
12
9
12
9
3'-8"3'-5"9'-0"
+32 .25'
BAR ROOF DECK
ELEV.LIGHTING/SOUND
SEATINGAREARAMP
RAMP SEATINGAREA
STAGE BEYOND
STAIRS
STAIRS
STAIRSTOROOFDECK
RAMPBEYOND
RAMP
+0.0' 1ST. FLR.
-2.0' LOWER LEVEL
+7.9' LANDING
+21 .5' LANDING
+48 .3'
+43 .3'T.O. ELEV. SHAFT.ADJACENTBLDG.ADJACENTBLDG.SECTION A-ASECTION B-B
129
12
9
3'-8"3'-5"9'-0"
MECH.WELL
ROOF DECK
LOBBY/ FOOD/BEVERAGE AREA STAGE
HALL
2ND FLR. FIN. ELEV. @ WALKWAY
10
'
-
6
"ALLEY
BALBOA BLVD.9'-3"
1ST FLR. FIN. ELEV.42"
H.+13 .5'
+14 .5'
+34 .0'
+12 .5'
-2.0' LOWER LEVEL FIN. FLR.+2.0'
ROOF DECK FIN. ELEV.
2ND FLR. @ SEATING AREA & OFFICE FIN. ELEV.
+32 .25'
WALKWAY
SEATING AREABEYOND SEATING AREABEYOND
6'-0"
STOR.UTILITY WELL
6'-0"
SECTION C-C
7
0
7
7/17/17 C.U.P. SUBMITTAL
9/28/17 C.U.P. RESUBMITTAL
A-3
PR
O
P
O
S
E
D
D
E
S
I
G
N
E
L
E
V
A
T
I
O
N
S
9’-6"
GRADE DETERMINATION: 11.56’+ 11.27’+ 9.45’ +9 .45’ = 41.73’/4 = 10 .43’ AVG. GRADE 10.43’ AVG. GRADE
GRADE DETERMINATION: 11.56’+ 11.27’+ 9.45’ +9 .45’ = 41 .73’/4 = 10 .43’ AVG. GRADE
10.43’ AVG. GRADE
45
’
-
1
1
"
47
’
-
4
"
42’-2
1/4"
(E)
2
6
’
-
9
"
(E)
2
6
’
-
9
"
41
’
-
3
"
(N)
3
8
’
-
0
"
9’-3"
14
’
-
3
"
9’-3"
45
’
-
1
1
"
7
0
7
7/17/17 C.U.P. SUBMITTAL
9/28/17 C.U.P. RESUBMITTALT.O. ORIG. ROOF
2ND FLR.FIN. ELEV.14
’
-
0
"
12
9
34
’
-
0
"
48
’
-
4
"
14
’
-
4
"T.O. ELEV. SHAFT
ROOF DECK FIN. ELEV.1ST FLR. FIN. ELEV.36"
H. 9’-0"
5’-0"
2ND FLR. FIN. ELEV. @ WALKWAY
13
’
-
6
"
10
’
-
6
"
2ND FLR. @ OFFICE FIN. ELEV.14
’
-
6
"
34
’
-
0
"
ALLEY
BALBOA BLVD.13
’
-
6
"
9’-5"
6’-0"
8’-0"
32
’
-
3
"
NEW PLASTER TO MATCH EXISTING, TYP.1ST FLR. FIN. ELEV.1ST FLR. FIN. ELEV.42"
H.42"
H.5’-0"
ROOF DECK FIN. ELEV.NEW PLASTER WALL AT BACK BAR, TYP.PLASTER FINISH AT STAIR WELL/ELEV, TYP.GLASS AND STEEL CANOPY, TYP.NEW 42" H. GLASS RAILING SYSTEM, TYP.EXISTING BRICK WALL, TYP.NEW FLAG POLE
NEW 42" H. GLASS RAILING SYSTEM, TYP.GLASS AND STEEL CANOPY, TYP.122
EXISTING CLAY TILE ROOFING, PATCH & REPAIR ,TYP.NEW STEEL WINDOWS, TYP.NEW SMOOTH PLASTER, TYP.EXISTING WOOD FASCIA, PATCH & REPAIR, TYP.NEW OVERHEAD BI-FOLD DOORS
NEW CLAY TILE ROOF
NEW MARQUEE
EXISTING BRICK WALL & CONC. BOND BEAM TO REMAIN, TYP.14’-3"8’-8"47’-0"10’-3"14’-2"
EXISTING ROOF HEIGHT
EXISTING TOP OF RADIUS ROOF BEYOND TILE ROOF
EXISTING ROOF/PARAPET HEIGHT
EXISTING TOP OF ROOF AT CENTER OF BLDG.EXISTING ROOF/PARAPET HEIGHT
EXISTING TOP OF ROOF AT CENTER OF BLDG.GRADE DETERMINATION: 11.56’+ 11.27’+ 9.45’ +9 .45’ = 41.73’/4 = 10 .43’ AVG. GRADE+36.52’T.O. GUARDRAIL+/- 31.5’T.O. (E) TILE RF.+33.02’T.O. DECK+24.42’T.O. (E) BRICK WALL+/-
27
.
7
1
’T.O.
(
E
)
B
R
I
C
K P
A
R
A
P
E
T+42.19’T.O. NEW WALL+36.77’T.O. NEW STAIR WALL+42.19’T.O. NEW WALL+36.52’T.O. GUARDRAIL+33.02’T.O. DECK+/-
27
.
7
1
’T.O.
(
E
)
B
R
I
C
K P
A
R
A
P
E
T
+/-
27
.
7
1
’T.O.
(
E
)
B
R
I
C
K P
A
R
A
P
E
TT.O. (E) BRICK WALL+36.52’T.O. GUARDRAIL+/- 31
.5’T.O. (E) TILE RF.+33.02’T.O. DECK+24.42’T.O. CANOPYT.O. (E) BRICK WALL+36.52’T.O. GUARDRAIL+/- 31.5’T.O. (E) TILE RF.+33.02’T.O. DECK+24.42’+42.02’T.O. STEEL11
’
-
0
"
+45 .02’T.O. CANOPY
+45.02’+45 .02’T.O. CANOPY
+42 .02’T.O. STEEL
AVERAGE HT. = +36.52’AVERAGE HT. = +38.83’
9’-5"
FIN. FLR.34
’
-
0
"
12
9
2ND FLR.FIN. ELEV.10
’
-
6
"
ALLEY
43
’
-
0
"
47
’
-
0
"
9’-5"
3’-6"HIGH
41
’
-
3
"T.O. FLAG POLE
GLASS GUARDRAIL SYSTEMT.O. STAIRWELL
6’-0"
HIGH MECH. SCREEN, TYP.PLASTER FINISH AT STAIR WELL/ELEV, TYP.GLASS AND STEEL CANOPY, TYP.MECH. SCREEN, TYP.NEW PLASTER FINISH AT STAIR WELL/ELEV. WALLS, TYP.NEW WALL WITH EXISTING REUSED BRICK, TYP.EXISTING BRICK WALL TO REMAIN, TYP.INFILL EXISTING OPENINGS WITH BRICK TO MATCH EXISTING, TYP.NEW PLASTER FINISH AT NEW HEADER
NEW HOLLOW METAL DOOR
41
’
-
3
"
29’-9
1/8"
26’-9
1/8"
38’-0
7/8"
EXISTING ROOF/PARAPET HEIGHT
EXISTING TOP OF ROOF AT CENTER OF BLDG.GRADE DETERMINATION: 11.56’+ 11.27’+ 9.45’ +9 .45’ = 41 .73’/4 = 10 .43’ AVG. GRADE+36.52’T.O. GUARDRAIL+/- 31.5’T.O. (E) TILE RF.+33.02’T.O. DECK+24.42’T.O. (E) BRICK WALL+/- 27 .71’T.O. (E) BRICK PARAPET+36.52’T.O. GUARDRAIL+36.52’T.O. GUARDRAIL+/- 27 .71’T.O. (E) BRICK PARAPET
+/- 30 .71’T.O. (E) BRICK PARAPET
+/- 33 .09’T.O. (N) PA
R
A
P
E
T
+/- 39 .09’T.O. (N) MECH SCREEN
+33.02’T.O. DECK+33.02’T.O. DECK+33.02’T.O. DECK+47.33’T.O. ELEV. SHAFT+42.02’T.O. STAIR RF.+47.33’T.O. ELEV. SHAFT+42.02’T.O. STAIR RF.+38.02’T.O. STAIR RF.+38.02’T.O. STAIR RF.+/- 27 .71’T.O. (E) BRICK PARAPET
+/- 39 .09’T.O. (N) MECH
SCREEN
+45
.92’T.O. FLAG POLE
GRADE DETERMINATION: 11.56’+ 11.27’+ 9.45’ +9 .45’ = 41.73’/4 = 10 .43’ AVG. GRADE
+/-
27
.
7
1
’T.O.
(
E
)
B
R
I
C
K P
A
R
A
P
E
T
+/- 36 .77’T.O. (N) STAIR WALL
+33
.09’T.O.
(
N
) P
L
A
S
.
P
A
R
A
P
E
T
+33
.09’T.O. PARAPET+/- 27 .71’T.O. (E) BRICK PARAPET
+/-
39
.
0
9
’T.O.
(
N
) MECH
S
C
R
E
E
N
+/- 30 .71’T.O. (E) BRICK PARAPET
+39
.
0
9
’T.O.
(
N
) MECH
S
C
R
E
E
N
+/-
30
.
7
1
’T.O.
(
E
)
B
R
I
C
K P
A
R
A
P
E
T+ 42
.
2
6
’T.O.
(
N
) S
T
A
I
R
RF.AVERAGE HT. = + 39 .37’
EXISTING PARAPET HEIGHT
EXISTING TOP OF RADIUS ROOF
EXISTING ROOF/PARAPET HEIGHT
EXISTING TOP OF ROOF AT CENTER OF BLDG.10’-3"17’-8"16’-3"6’-0"3’-10 1/2"18’-7 1/2"21’-10"
94’-6"
AVERAGE HT. = +37.36’
36’-3"7’-10"9’-11"
NORTH ELEVATION (BALBOA BLVD)
SCALE: 1/8"=1'-0"
SOUTH ELEVATION (ALLEY)
SCALE: 1/8"=1'-0"
EAST ELEVATION
SCALE: 1/8"=1'-0"
WEST ELEVATION
SCALE: 1/8"=1'-0"
A-3a
PR
O
P
O
S
E
D
D
E
S
I
G
N
E
L
E
V
A
T
I
O
N
S
-
HE
I
G
H
T
S
COLOR & MATERIAL SELECTIONS
B A L B O A T H E A T E R
707 EAST BALBOA BLVD., NEWPORT BEACH, CA
Page 1 July 13, 2017
ROOFING WALLS
Existing & New Clay Tile Existing Brick New Smooth Exterior Plaster
Color: Sherwin-Williams
SW0050 Classic Light Buff
MECHANICAL SCREEN TRIM/ACCENT
Color: Sherwin-Williams Wood Fascia, Window Trim, & Downspout
SW2807 Rookwood Med Brown Color: Sherwin-Williams SW0056 Classic Sand
A
B CNIGHT
BALBOA THEATER
NEWPORT BEACH.CA
APRIL 27 2017
SOFFIT
WITH LIGHTS
SEPT 8 2017
20'-0"
6'
-
0
"
6'-0"
12
"
20
"
4'
-
8
"
6’
-
1
1”
18'-2"
10'-8"
CROWN MOULDING
S14 LIGHT BULBS
ALUMINUM PANELS
WITH CENTER LIGHT
STAMPED METAL PATTERNS
OR TWISTED IRON SCROLLS
METALS MOUNTING BRACKETS
ATTACHED TO ROOF CHANNEL
WIREWAY
READERBOARD
WHITE LETTERS
BLACK BACKGROUND
ALUMINUM OPEN
CHANNEL ETTERS
W/ EXPOSED NEON
D
5'
-
0
"
9'
-
5
"
16
'
-
0
"
BLADE SIGN
6'-0"
A
B
A
B
C
BALBOA THEATER
NEWPORT BEACH.CA
APRIL 27 2017 SEPT 8 2017
BALBOA THEATER
NEWPORT BEACH.CA
APRIL 27 2017 SEPT 8 2017
DAYTIME
A
BA
B
C
DAYTIME
BALBOA THEATER
NEWPORT BEACH.CA
APRIL 27 2017 SEPT 8 2017
BALBOA THEATER
NEWPORT BEACH.CA
APRIL 27 2017 SEPT 8 2017
DAYTIME
HISTORIC PHOTO CIRCA 1920
BLADE SIGN AND LETTERING ABOVE HISTORIC MARQUEE IS IN CONCEPT ONLY, ANY FINAL DESIGN TO BE SUBMITTED UNDER PERMIT.BLADE SIGN AND LETTERING ABOVE HISTORIC MARQUEE IS IN CONCEPT ONLY, ANY FINAL DESIGN TO BE SUBMITTED UNDER PERMIT.BLADE SIGN AND LETTERING ABOVE NEW MARQUEE IS IN CONCEPT ONLY, ANY FINAL DESIGN TO BE SUBMITTED UNDER PERMIT.NEW MARQUEE DESIGN IS BASED ON HISTORIC PHOTO SHOWN BELOW
NEW MARQUEE DESIGN IS BASED ON HISTORIC PHOTO SHOWN BELOW
NOTE: NEW MARQUEE DESIGN IS BASED ON HISTORIC PHOTO
7
0
7
7/17/17 C.U.P. SUBMITTAL
9/28/17 C.U.P. RESUBMITTAL
A-4
PR
O
P
O
S
E
D
M
A
T
E
R
I
A
L
S
&
S
I
G
N
A
G
E
COLOR & MATERIAL SELECTIONS
B A L B O A T H E A T E R
707 EAST BALBOA BLVD., NEWPORT BEACH, CA
Page 2 July 13, 2017
GLASS & STEEL CANOPY STRUCTURAL GLASS RAILING SYSTEM
Steel Color: Bronze Railing Finish: Bronze
OVERHEAD BI-FOLD DOORS ENTRANCE DOORS & SIDELITES
Color: Bronze Color: Bronze
EXTERIOR MARQUEE & SIGNINGEXTERIOR MATERIALS
REMOVABLE FREESTANDING RAILING
Color : Bronze
NO SCALEVERTICAL SECTION1
NO SCALESECTION VIEW3
NO SCALEVERTICAL SECTION2
NO SCALESECTION VIEW4
UPPER CYLINDER BRACKETS6"CLEAR OPENING JAMB BYOTHERS(TYP.)
6"JAMB BYOTHERS(TYP.)
10
"
M
A
X
.
MAX. R.O. WIDTH + 3 1/2"OUT TO OUT OF MOUNTING FRAME
RO
U
G
H
O
P
E
N
I
N
G
(
2
0
'
-
0
"
M
A
X
.
)
CL
E
A
R
O
P
E
N
I
N
G
30
"
-
4
8
"
HYDRAULICRAM
10" MAX.
6"
-
2
2
"
4"
ROUGH OPENING (MAX. 24'-0")
4"MAX. R.O. WIDTH - 20"
13
23
34
35
33
FINISHED FLOOR/SILL/COUNTER TOP
APPROX. DOOR PANEL WEIGHT:APPROX. MOUNTING FRAMEWEIGHT w/CYLINDERS:COVERING SYSTEM WEIGHT:APPROX. TOTAL DOOR PANELWEIGHT w/COVERING:
ELECTRICAL REQUIREMENTS:MOTOR:POWER UNIT:WIND LOAD:APPROX. DOOR OPEN SPEED:CYLINDER:
FINISH:
NOTES:
~ LBS.~ LBS.~ LBS.~ LBS.
~ LBS.
ADVISE~~90 MPH EXP. C~~
ADVISE
SAMPLEDRAWING
CROWNINCORPORATED
PROPRIETARY AND CONFIDENTIAL
THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS THE SOLE PROPERTY OF CROWN INDUSTRIES, INC. ANY REPRODUCTION - IN PART, OR AS A WHOLE - WITHOUT THE EXPRESSED, WRITTEN CONSENT OF CROWN INDUSTRIES, INC. IS PROHIBITED
IMPORTANT NOTICE:
ALL DIMENSIONS SHOWN ARE CRITICAL TO PROPER DOOR OPERATION. IF ANY CHANGES ARE MADE, CONTACT CROWN INDUSTRIES IMMEDIATELY. ANY CHANGES MAY INCUR ADDITIONAL CHARGES.
ALL PARTS NOT LISTED AS "BY OTHERS" TO BE PROVIDED BY CROWN INDUSTRIES, INC.
SS
T
-
I
I
H
Y
D
R
A
U
L
I
C
B
I
-
F
O
L
D
S
Y
S
T
E
M
CR
O
W
N
,
I
N
C
O
R
P
O
R
A
T
E
D
PL
A
T
O
,
M
I
N
N
E
S
O
T
A
,
5
5
3
7
0
SHEET:
MODEL: SST-II
2.0
DRAWN: 12/2014
NO SCALEVERTICAL SECTION1
NO SCALESECTION VIEW3
NO SCALEVERTICAL SECTION2
NO SCALESECTION VIEW4
UPPER CYLINDER BRACKETS6"CLEAR OPENING JAMB BYOTHERS(TYP.)
6"JAMB BYOTHERS(TYP.)
10
"
M
A
X
.
MAX. R.O. WIDTH + 3 1/2"OUT TO OUT OF MOUNTING FRAME
RO
U
G
H
O
P
E
N
I
N
G
(
2
0
'
-
0
"
M
A
X
.
)
CL
E
A
R
O
P
E
N
I
N
G
30
"
-
4
8
"
HYDRAULICRAM
10" MAX.
6"
-
2
2
"
4"
ROUGH OPENING (MAX. 24'-0")
4"MAX. R.O. WIDTH - 20"
13
23
34
35
33
FINISHED FLOOR/SILL/COUNTER TOP
APPROX. DOOR PANEL WEIGHT:APPROX. MOUNTING FRAMEWEIGHT w/CYLINDERS:COVERING SYSTEM WEIGHT:APPROX. TOTAL DOOR PANELWEIGHT w/COVERING:ELECTRICAL REQUIREMENTS:MOTOR:POWER UNIT:WIND LOAD:APPROX. DOOR OPEN SPEED:CYLINDER:
FINISH:
NOTES:
~ LBS.~ LBS.~ LBS.~ LBS.
~ LBS.ADVISE~~90 MPH EXP. C~~
ADVISE
SAMPLEDRAWING
CROWNINCORPORATED
PROPRIETARY AND CONFIDENTIAL
THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS THE SOLE PROPERTY OF CROWN INDUSTRIES, INC. ANY REPRODUCTION - IN PART, OR AS A WHOLE - WITHOUT THE EXPRESSED, WRITTEN CONSENT OF CROWN INDUSTRIES, INC. IS PROHIBITED
IMPORTANT NOTICE:
ALL DIMENSIONS SHOWN ARE CRITICAL TO PROPER DOOR OPERATION. IF ANY CHANGES ARE MADE, CONTACT CROWN INDUSTRIES IMMEDIATELY. ANY CHANGES MAY INCUR ADDITIONAL CHARGES.
ALL PARTS NOT LISTED AS "BY OTHERS" TO BE PROVIDED BY CROWN INDUSTRIES, INC.
SS
T
-
I
I
H
Y
D
R
A
U
L
I
C
B
I
-
F
O
L
D
S
Y
S
T
E
M
CR
O
W
N
,
I
N
C
O
R
P
O
R
A
T
E
D
PL
A
T
O
,
M
I
N
N
E
S
O
T
A
,
5
5
3
7
0
SHEET:
MODEL: SST-II
2.0
DRAWN: 12/2014
NO SCALEVERTICAL SECTION1
NO SCALESECTION VIEW3
NO SCALEVERTICAL SECTION2
NO SCALESECTION VIEW4
UPPER CYLINDER BRACKETS6"CLEAR OPENING JAMB BYOTHERS(TYP.)
6"JAMB BYOTHERS(TYP.)
10
"
M
A
X
.
MAX. R.O. WIDTH + 3 1/2"OUT TO OUT OF MOUNTING FRAME
RO
U
G
H
O
P
E
N
I
N
G
(
2
0
'
-
0
"
M
A
X
.
)
CL
E
A
R
O
P
E
N
I
N
G
30
"
-
4
8
"
HYDRAULICRAM
10" MAX.
6"
-
2
2
"
4"
ROUGH OPENING (MAX. 24'-0")
4"MAX. R.O. WIDTH - 20"
13
23
34
35
33
FINISHED FLOOR/SILL/COUNTER TOP
APPROX. DOOR PANEL WEIGHT:APPROX. MOUNTING FRAMEWEIGHT w/CYLINDERS:COVERING SYSTEM WEIGHT:APPROX. TOTAL DOOR PANELWEIGHT w/COVERING:
ELECTRICAL REQUIREMENTS:MOTOR:POWER UNIT:WIND LOAD:APPROX. DOOR OPEN SPEED:CYLINDER:
FINISH:
NOTES:
~ LBS.~ LBS.~ LBS.~ LBS.
~ LBS.
ADVISE~~90 MPH EXP. C~~
ADVISE
SAMPLEDRAWING
CROWNINCORPORATED
PROPRIETARY AND CONFIDENTIAL
THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS THE SOLE PROPERTY OF CROWN INDUSTRIES, INC. ANY REPRODUCTION - IN PART, OR AS A WHOLE - WITHOUT THE EXPRESSED, WRITTEN CONSENT OF CROWN INDUSTRIES, INC. IS PROHIBITED
IMPORTANT NOTICE:
ALL DIMENSIONS SHOWN ARE CRITICAL TO PROPER DOOR OPERATION. IF ANY CHANGES ARE MADE, CONTACT CROWN INDUSTRIES IMMEDIATELY. ANY CHANGES MAY INCUR ADDITIONAL CHARGES.
ALL PARTS NOT LISTED AS "BY OTHERS" TO BE PROVIDED BY CROWN INDUSTRIES, INC.
SS
T
-
I
I
H
Y
D
R
A
U
L
I
C
B
I
-
F
O
L
D
S
Y
S
T
E
M
CR
O
W
N
,
I
N
C
O
R
P
O
R
A
T
E
D
PL
A
T
O
,
M
I
N
N
E
S
O
T
A
,
5
5
3
7
0
SHEET:
MODEL: SST-II
2.0
DRAWN: 12/2014
NO SCALEVERTICAL SECTION1
NO SCALESECTION VIEW3
NO SCALEVERTICAL SECTION2
NO SCALESECTION VIEW4
UPPER CYLINDER BRACKETS6"CLEAR OPENING JAMB BYOTHERS(TYP.)
6"JAMB BYOTHERS(TYP.)
10
"
M
A
X
.
MAX. R.O. WIDTH + 3 1/2"OUT TO OUT OF MOUNTING FRAME
RO
U
G
H
O
P
E
N
I
N
G
(
2
0
'
-
0
"
M
A
X
.
)
CL
E
A
R
O
P
E
N
I
N
G
30
"
-
4
8
"
HYDRAULICRAM
10" MAX.
6"
-
2
2
"
4"
ROUGH OPENING (MAX. 24'-0")
4"MAX. R.O. WIDTH - 20"
13
23
34
35
33
FINISHED FLOOR/SILL/COUNTER TOP
APPROX. DOOR PANEL WEIGHT:APPROX. MOUNTING FRAMEWEIGHT w/CYLINDERS:COVERING SYSTEM WEIGHT:APPROX. TOTAL DOOR PANELWEIGHT w/COVERING:
ELECTRICAL REQUIREMENTS:MOTOR:POWER UNIT:WIND LOAD:APPROX. DOOR OPEN SPEED:CYLINDER:
FINISH:
NOTES:
~ LBS.~ LBS.~ LBS.~ LBS.
~ LBS.
ADVISE~~90 MPH EXP. C~~
ADVISE
SAMPLEDRAWING
CROWNINCORPORATED
PROPRIETARY AND CONFIDENTIAL
THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS THE SOLE PROPERTY OF CROWN INDUSTRIES, INC. ANY REPRODUCTION - IN PART, OR AS A WHOLE - WITHOUT THE EXPRESSED, WRITTEN CONSENT OF CROWN INDUSTRIES, INC. IS PROHIBITED
IMPORTANT NOTICE:
ALL DIMENSIONS SHOWN ARE CRITICAL TO PROPER DOOR OPERATION. IF ANY CHANGES ARE MADE, CONTACT CROWN INDUSTRIES IMMEDIATELY. ANY CHANGES MAY INCUR ADDITIONAL CHARGES.
ALL PARTS NOT LISTED AS "BY OTHERS" TO BE PROVIDED BY CROWN INDUSTRIES, INC.
SS
T
-
I
I
H
Y
D
R
A
U
L
I
C
B
I
-
F
O
L
D
S
Y
S
T
E
M
CR
O
W
N
,
I
N
C
O
R
P
O
R
A
T
E
D
PL
A
T
O
,
M
I
N
N
E
S
O
T
A
,
5
5
3
7
0
SHEET:
MODEL: SST-II
2.0
DRAWN: 12/2014
NO SCALEVERTICAL SECTION1
NO SCALESECTION VIEW3
NO SCALEVERTICAL SECTION2
NO SCALESECTION VIEW4
UPPER CYLINDER BRACKETS6"CLEAR OPENING JAMB BYOTHERS(TYP.)
6"JAMB BYOTHERS(TYP.)
10
"
M
A
X
.
MAX. R.O. WIDTH + 3 1/2"OUT TO OUT OF MOUNTING FRAME
RO
U
G
H
O
P
E
N
I
N
G
(
2
0
'
-
0
"
M
A
X
.
)
CL
E
A
R
O
P
E
N
I
N
G
30
"
-
4
8
"
HYDRAULICRAM
10" MAX.
6"-
2
2
"
4"
ROUGH OPENING (MAX. 24'-0")
4"MAX. R.O. WIDTH - 20"
13
23
34
35
33
FINISHED FLOOR/SILL/COUNTER TOP
APPROX. DOOR PANEL WEIGHT:APPROX. MOUNTING FRAMEWEIGHT w/CYLINDERS:COVERING SYSTEM WEIGHT:APPROX. TOTAL DOOR PANELWEIGHT w/COVERING:
ELECTRICAL REQUIREMENTS:MOTOR:POWER UNIT:WIND LOAD:APPROX. DOOR OPEN SPEED:CYLINDER:
FINISH:
NOTES:
~ LBS.~ LBS.~ LBS.~ LBS.
~ LBS.
ADVISE~~90 MPH EXP. C~~
ADVISE
SAMPLEDRAWING
CROWNINCORPORATED
PROPRIETARY AND CONFIDENTIAL
THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS THE SOLE PROPERTY OF CROWN INDUSTRIES, INC. ANY REPRODUCTION - IN PART, OR AS A WHOLE - WITHOUT THE EXPRESSED, WRITTEN CONSENT OF CROWN INDUSTRIES, INC. IS PROHIBITED
IMPORTANT NOTICE:
ALL DIMENSIONS SHOWN ARE CRITICAL TO PROPER DOOR OPERATION. IF ANY CHANGES ARE MADE, CONTACT CROWN INDUSTRIES IMMEDIATELY. ANY CHANGES MAY INCUR ADDITIONAL CHARGES.
ALL PARTS NOT LISTED AS "BY OTHERS" TO BE PROVIDED BY CROWN INDUSTRIES, INC.
SS
T
-
I
I
H
Y
D
R
A
U
L
I
C
B
I
-
F
O
L
D
S
Y
S
T
E
M
CR
O
W
N
,
I
N
C
O
R
P
O
R
A
T
E
D
PL
A
T
O
,
M
I
N
N
E
S
O
T
A
,
5
5
3
7
0
SHEET:
MODEL: SST-II
2.0
DRAWN: 12/2014
+/- 24'-6"
(E) TOP OF CONC. BOND. BEAM
+/- 12'-0"
(E) OPENING
+0'-0"
(E) FINISH FLOOR
INTERIOR EXTERIOR
NEW OPERABLE BI-FOLD
DOOR SYSTEM
OVERHEAD DOOR WALL SECTION A
+9'-0"
(N) OPENING HT.
NEW STEEL WINDOWS
3"
7
0
7
7/5/17 C.U.P. SUBMITTAL
9/28/17 C.U.P. RESUBMITTAL123678910
11
12 134151.2.3. 4. 5.8. 7. 6.12.9.11.13.10.PHOTOGRAPHS OF SURROUNDING BUILDINGS N .T.S. N
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