1 2 3 4 5 - barcom construction...
TRANSCRIPT
Proj
ect A
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ss:
Proj
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ata
Floo
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P 04
-06
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5333
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Chr
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TX 7
84
D
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A
1 2 3 4 5
1 2 3 4 5
Cop
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201
7
GC
B1-
A200
C:\E
DR
Pro
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s\20
16 P
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1601
5 53
33 S
tapl
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AD 1
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1 53
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tapl
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r-01
REV
04-
14-1
7.pl
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April
6, 2
017
1IF
P Ap
ril 6
, 201
701
Rev
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17ph
one:
361
.537
.440
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Slab block out for future plumbing
8,930 sq ft
CB1
A
CB1 B
CB1 C
CB1
C
CB1
C
CB1
C
CB1
C
CB1
B
CB1 A
CB1 A
CB1
A
CB1
A
CB1 C
CB1 A
CB1 C
CB1 A
CB1
A
CB1
B
15'-0" 126'-0"9'-0" 10'-5" 9'-0" 13'-6" 14'-0" 11'-0" 14'-0" 13'-6" 9'-0" 10'-5" 9'-0"
1'-7"3'-0" 6'-0"3'-0" 9'-0" 3'-0" 1'-7"
78'-0
"
54'-1"
10'-3" 3'-4" 21'-2" 3'-4" 21'-8" 3'-4" 21'-8" 3'-4"54'-1"
3'-0
"9'
-0"
3'-0
"1'
-10"
9'-0
"10
'-2"
9'-0
"10
'-0"
9'-0
"2'
-0"
3'-0
"6'
-0"
3'-0
"
25'-0" 25'-0" 25'-0" 25'-0"25'-0"12'-6" 12'-6"12'-6" 12'-6"12'-6" 12'-6"12'-6" 12'-6"1'-7" 9'-0" 2'-5" 2'-5" 9'-0" 1'-7"
3'-0
"
10'-0"
3'-0
"
10'-0"
3'-0
"
15'-0"
3'-0
"
15'-0"
3'-0
"
10'-0"
3'-0
"
10'-0"
3'-0"
10'-0
"
3'-0"
15'-0
"
3'-0"
10'-0
"
11'-1
"3'
-4"
10'-7
"
3'-0"
3'-0
"
10'-10"
53'-0
"25
'-0"
22CB1-A400
23CB1-A400
24CB1-A400
25CB1-A400
Location of future interior1 hour rated partitions,typical
Location of future interior1 hour rated partitions,typical
Future Exit Hall, ifrequired
Rainhood, typical
Staples St.
Curt
is C
lark
NOTES:1. Contractor shall field verify all dimensions and notify Architect if discrepancies are found.2. Contractor shall be responsible for complying with all State and Local building codes andamendments that apply to this project. Notify Architect if discrepancies are found.3. Dimensions are to face of stud, outside face of Structure or outside face of foundation, U.N.O.4. Contractor shall verify locations and amounts of fire extinguishers with fire Marshall, typical.5. Refer to G101 for information regarding ADA/TAS, typical.
Structure:1. Refer to Structural for all structural design, typical.2. Refer to Structural for foundation, typical.
Insulation:1. Contractor shall provide sound batt insulation at all interior walls, typical. (For Future Interior Walls)2. Contractor shall provide R-19 continuous insulation at all exterior walls of conditioned spaces, typical.3. Contractor shall provide R-30 continuous insulation at all roof deck, typical.
Finishes:1. Align joints and reveals in both walls and ceilings for tile and accent ceilings, typical.2. All floor finishes shall comply with all state and local building codes and amendments and TexasArchitectural Barriers (ADA) Section 302 for floor or ground surfaces.
Signage:1. Contractor shall supply and install tactile signs complying with ADA/TAS standards for all interiorsignage for room identification, restrooms, exit passageways, exit discharge and exit stairways, etc. andas required by code, typical.2. All signage shall be approved by Architect.
Doors:1. Contractor shall verify all door and frame dimensions prior to fabrication and installation, doordimensions are nominal.2. All thresholds at doors shall be ADA/TAS compliant, typical.3. Door hardware shall comply with all state and local building codes and amendments and TexasArchitectural Barriers (ADA) Section 309 Operable Parts.4. Door and Gate Opening Force. Fire doors shall have a minimum opening force allowable by theappropriate administrative authority. The force for pushing or pulling open a door or gate other than firedoors shall be as follows:a. Interior hinged doors and gates: 5 pounds (22.2 N) maximum.b. Sliding or folding doors: 5 pounds (22.2 N) maximum.These forces do not apply to the force required to retract latch bolts or disengage other devices thathold the door or gate in a closed position.
Blocking:1. Contractor shall provide solid wood blocking in walls as required for wall mounted items (i.e. toiletaccessories), typical.2. All wood blocking shall be fire treated, typical.
Site:1. Refer to Civil for site details, paving notes, and site dimensions, etc.2. All walks around building shall slope away from the building at 1/4" per foot max and 1/8" per footminimum. Refer to Civil.3. All new concrete walks shall have a thickened edge, typical. Refer to Civil.
Glazing:1. Safety Glazing: Contractor shall be responsible for complying with all glass and glazing requirementsfor Human Impact Loads in hazardous locations as per State and Local building codes andamendments, typical. Refer to IBC 2015 section 2403 and 2406, typical.
GENERAL NOTES
HARDWARE SCHEDULENOTES:1. All hardware shall be approved by Architect.2. All hardware shall be Keyed to Owner's Keying System.3. Finish shall be Brushed Satin Stainless.4. All hardware shall comply with all applicable code requirments.5. All hardware shall be ADA/TDLR compliant.
KEYING:A. General: Supplier will meet with owner to finalize keying requirements. Key to Masterkey system asdirected. Verify prior to ordering/submitting product templates for fabrication.B. Keys: Provide nickel silver keys only. Deliver all keys to Owner's representative.C. Provide construction core keying for this project with keys as required per Owner.D. Permanent cores shall be installed by the General Contractor when directed by Owner.
HARDWARE:HW SET 01 - Storefront Door1. Cylinders, compatible with manufacturer's door. Keyed to Owner's keying system.2. Balance of hardware by door manufacturer.1 ea - Closer w/ Hold-open1 ea - Rain Drip1 ea - Threshold1 ea - Weatherstipping
HW SET 02 - Single Exterior H.M. Entrance Door3 ea - Butts1 ea - Entrance Lockset1 ea - Closer w/ Hold-open1 ea - Rain Drip1 ea - Threshold1 set - Weatherstripping1 ea - Wide Angle Door Peep
3D Front View
ID CB1 A CB1 B CB1 CW x H Size 9'-0"x9'-0" 9'-0"x7'-0" 6'-0"x9'-0"
Frame Finish Clear Anodized Clear Anodized Clear AnodizedGlazing Sealed Insulating Laminated Glass-Low E Coating-Safety Glazing Sealed Insulating Laminated Glass-Low E Coating-Safety Glazing Sealed Insulating Laminated Glass-Low E Coating-Safety Glazing
Windstorm Large Missile Resistant-ASTM E1886, ASTM E1996 & TDI Requirements Large Missile Resistant-ASTM E1886, ASTM E1996 & TDI Requirements Large Missile Resistant-ASTM E1886, ASTM E1996 & TDI RequirementsQuantity 2 1 2
WINDOW LEGEND
Plan NorthNorth
SCALE: 1/8" = 1'-0"
B1 Noted Floor PlanCB1-A200
Proj
ect A
ddre
ss:
Proj
ect D
ata
Roo
f Pla
n an
dR
CP-
IFP
04-0
6-17
Shee
t Titl
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1601
5Pr
ojec
t No:
Issu
e
5333
Sou
th S
tapl
esR
etai
l Cen
ter
Proj
ect N
ame:
Dat
e:
5333
Sou
th S
tapl
esSt
. Cor
pus
Chr
isti
TX 7
84
D
C
B
A
1 2 3 4 5
1 2 3 4 5
Cop
yrig
ht©
201
7
GC
B1-
A300
C:\E
DR
Pro
ject
s\20
16 P
roje
cts\
1601
5 53
33 S
tapl
es-G
olde
n Ki
tche
n\Ar
chiC
AD 1
9\00
1 53
33 S
tapl
es C
ente
r-01
REV
04-
14-1
7.pl
n
April
6, 2
017
1IF
P Ap
ril 6
, 201
701
Rev
isio
n 04
-14-
17ph
one:
361
.537
.440
0 e
rozy
pal@
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mR
evis
ion
1
Slop
e1/
4:12
D.S.D.S. D.S. D.S. D.S.
D.S. D.S.
Slop
e1/
4:12
Slop
e1/
4:12
D.S.
Slop
e1/
4:12
TPO Roof on 1/2" coverboard, R-30Rigid insulation, Re: Structural
Cricket, Re:Roof Manufacturer
Pre-finished gutter anddownspout, typical
Pre-finished gutter anddownspout, Typical
Rainhoods
Fabric Awning Fabric AwningFabric AwningFabric Awning
Fabric Awning
Aluminum Shade Canopy Aluminum Shade Canopy
Aluminum Shade Canopy
Aluminum Shade Canopy
Rainhoods RainhoodsRainhoods
Rainhoods
Plan North
Plan North
SCALE: 1/8" = 1'-0"
C1 Roof PlanCB1-A300
SCALE: 1/8" = 1'-0"
A1 RCPCB1-A300
1. Refer to sheet CB1-A200 for General Notes.2. Refer to MEP for LightFixtures
Proj
ect A
ddre
ss:
Proj
ect D
ata
Exte
rior
Elev
atio
ns-IF
P 04
-06
-17
Shee
t Titl
e
1601
5Pr
ojec
t No:
Issu
e
5333
Sou
th S
tapl
esR
etai
l Cen
ter
Proj
ect N
ame:
Dat
e:
5333
Sou
th S
tapl
esSt
. Cor
pus
Chr
isti
TX 7
84
D
C
B
A
1 2 3 4 5
1 2 3 4 5
Cop
yrig
ht©
201
7
GC
B1-
A400
C:\E
DR
Pro
ject
s\20
16 P
roje
cts\
1601
5 53
33 S
tapl
es-G
olde
n Ki
tche
n\Ar
chiC
AD 1
9\00
1 53
33 S
tapl
es C
ente
r-01
REV
04-
14-1
7.pl
n
April
6, 2
017
1IF
P Ap
ril 6
, 201
701
Rev
isio
n 04
-14-
17ph
one:
361
.537
.440
0 e
rozy
pal@
edra
rchi
tect
s.co
mR
evis
ion
1
Tilt Wall, Re:Structural
TPO Roofing on 1/2" Cover board on R-30 RigidInsulation on Roof Deck, Re: Structural
Pre-finished gutter and downspout, typical
Tilt Wall, Re:Structural
12'-7"Color: TBD
2'-8"Accent Color
20'-6"Color: TBD
2'-8"Accent Color
12'-7"Color: TBD
15'-0"Accent Color
3'-0"
7'-2" 7'-2" 7'-2"
12'-0"Accent Color
10'-1"9'-0" 9'-0"
Accent Band, Color:TBD
Manufacturerd Stone sill,Color: TBD
Manufacturerd StoneWainscot, Color: TBD
Tilt Wall, Re:Structural
Fabric Awning,Color: TBD
3'-0" Top of Stone Wainscot
16'-2 1/2"
7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2"
10'-1"
3'-0"
2'-8"Accent Color
2'-8"Accent Color
2'-8"Accent Color
2'-8"Accent Color
2'-8"Accent Color
22'-4"Color: TBD
22'-4"Color: TBD
22'-4"Color: TBD
22'-4"Color: TBD
11'-8"Color: TBD
11'-8"Color: TBD
15'-0"Accent Color
12'-0"Accent Color
9'-0"9'-0"
Accent Band, Color:TBD
Manufacturerd Stone sill,Color: TBD
Manufacturerd StoneWainscot, Color: TBD
Tilt Wall, Re:Structural
CB1 B CB1 C6'-0"x7'-0" 3'-0"x7'-0"
- -Yes Yes
HDW 01 HDW 02Aluminum/ Glass Hollow MetalClear Anodized Paint
Aluminum Hollow MetalClear Anodized Paint
Sealed Insulating Laminated Glass-Low E Coating -Large Missile Resistant-ASTM E1886, ASTM E1996 & TDI Requirements Large Missile Resistant-ASTM E1886, ASTM E1996 & TDI Requirements
-2 5
DOOR LEGEND
Front Elevation
Type CB1 ANominal W x H ... 3'-0"x7'-0"
Fire Rating -Closer Yes
Hardware Set HDW 01Door Material Aluminum/ GlassDoor Finish Clear Anodized
Frame Material AluminumFrame Finish Clear Anodized
Glazing Sealed Insulating Laminated Glass-Low E CoatingWindstorm Large Missile Resistant-ASTM E1886, ASTM E1996 & TDI Requirements
Note -Quantity 6
DOOR LEGEND
Front Elevation
Type
Nominal W x H ...
Fire Rating
Closer
Hardware Set
Door Material
Door Finish
Frame Material
Frame Finish
Glazing
Windstorm
Note
Quantity
DOOR LEGEND
SCALE: 1/8" = 1'-0"
C1 Rear ElevationCB1-A400
SCALE: 1/8" = 1'-0"
A1 Side ElevationCB1-A400
SCALE: 1/8" = 1'-0"
B1 Curtis Clark ElevationCB1-A400
SCALE: 1/8" = 1'-0"
D1 Staples Street ElevationCB1-A400
Refer to sheet CB1-A200 for GeneralNotes