· date managed by drawn by project # professional certification: i hereby certify that these...

Date

Drawn ByManaged By

Project #

Professional Certification:I hereby certify that these documents were prepared or

approved by me, and that I am a duly licensed professionalarchitect under the laws of the District of Columbia.

License No: ARC5942 Exp. Date: 04/30/2016

Scale:

3 Bethesda MetroSuite 140

Bethesda, Maryland 20814

301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

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A0.01

COVER SHEET

THE DANCING CRABRESTAURANT

CheckerAuthor

07-16-201413-364

4615 41ST STREET, NWWASHINGTON, DC 20016

THE DANCING CRAB RESTAURANT4615 41ST STREET, NWWASHINGTON, DC 20016LOT: 0002SQUARE: 1769LOT AREA: 2,370 SFWARD: 3

DIRECTORY DRAWING INDEX

KEY PLAN

SCOPE OF WORK

CODE

USE GROUP & OCCUPANCY

CONSTRUCTION PROPOSED

CONSTRUCTION TYPE

GROSS FLOOR AREA

NUMBER OF STORIES

ALLOWABLE OCCUPANT LOAD

NUMBER OF EXITS

EXIT ACCESS TRAVEL DISTANCE

COMMON PATH OF TRAVEL

DIRECTORY BUILDING DATA / CODE ANALYSISZONING DATA / CODE ANALYSIS

SITE PLAN KEY PLAN

SCOPE OF WORK

JURISDICTION

APPLICABLE BUILDING CODE

CODE REFERENCE

WASHINGTON, DC

IBC 2012DCMR 11-2013 (ZONING)DCMR 12A-2013 (EXISTINGBUILDING)DCMR 12J-2013IMC 2012 (MECHANICAL)IPC 2012DCMR 12E-2013 (MECHANICAL)

IBC 2012 & 2013 DCMR SUPPLEMENT

ALLOWED / REQUIRED PROPOSED / PROVIDED

CLIENT / OWNERCARLOS HORCASITASTHE DANCING CRAB4615 41ST STREET, NWWASHINGTON, DC 20016202.244.1882301.252.4624

ARCHITECTSTREETSENSE3 BETHESDA METRO #140BETHESDA, MD 20814ATTN: RUBEN FABREGAT240.479.7241301.652.9020

MEP ENGINEERASPIRE ENGINEERING9401 LEE HIGHWAY, SUITE 410FAIRFAX, VA 22031ATTN: JEFF SMITHPH:703.539.8711E-MAIL: [email protected]

KITCHEN CONSULTANTTHE DESIGN DIFFERENCE2020 K ST NW, SUITE 600WASHINGTON, D.C. 20006ATTN: SCOTT LEVINEPH: 202.787.3317FAX: 202.835.1037E-MAIL: [email protected]

STRUCTURAL ENGINEERSTRUCTURA INC.11 ROCKVILLE PIKE, SUITE 950ROCKVILLE, MD 20850ATTN:CAITLIN MUELLERPH:301.987.9234FAX: 301.987.9237E-MAIL: [email protected]

GCNAMEADDRESS 1ADDRESS 2ATTN:PH:FAX:E-MAIL

SHEET LIST

Sheet Discipline #Sheet

Number Sheet Name PER

MIT

06-

10-2

014

DC

RA

CO

MM

ENTS

- 09

-24-

2014

BID

SET

-10-

20-2

014

01 GENERAL01 GENERAL A0.01 COVER SHEET *01 GENERAL A0.02 CODE ANALYSIS AND EGRESS PLAN * * *01 GENERAL A0.02a CODE ANALYSIS AND EGRESS PLAN * * *01 GENERAL A0.03 GENERAL NOTES AND SPECIFICATIONS * * *01 GENERAL A0.04 ABBRV., SYMBS., GEN. MT. HTS., GUIDELINES & RESPONSIBILITY

SCHEDULE* * *

01 GENERAL A0.05 PARTITION TYPES * * *01 GENERAL A0.06 DOOR SCHEDULES * * *

03 ARCHITECTURAL03 ARCHITECTURAL A1.01 1ST AND 2ND FLOOR PARTITION PLANS * * *03 ARCHITECTURAL A1.02 3RD FLOOR PARTITION PLAN AND ROOF PLAN * * *03 ARCHITECTURAL A1.11 1ST & 2ND REFLECTED CEILING PLANS * * *03 ARCHITECTURAL A1.12 3RD FLOOR REFLECTED CEILING PLAN * * *03 ARCHITECTURAL A1.21 FINISH SCHEDULE * * *03 ARCHITECTURAL A1.22 1ST, 2ND, & 3RD FLOOR FINISH PLANS * * *03 ARCHITECTURAL A1.31 1ST AND 2ND FLOORS FURNITURE, MILLWORK & EQUIPMENT PLAN * * *03 ARCHITECTURAL A1.32 3RD FLOOR FURNITURE, MILLWORK & EQUIPMENT PLAN * * *03 ARCHITECTURAL A2.01 EXTERIOR ELEVATIONS * * *03 ARCHITECTURAL A2.02 ENLARGED ELEVATIONS * * *03 ARCHITECTURAL A2.03 ENLARGED ELEVATIONS *03 ARCHITECTURAL A3.01 BUILDING SECTIONS * * *03 ARCHITECTURAL A3.02 WALL SECTIONS * * *03 ARCHITECTURAL A3.03 WALL SECTIONS & DETAILS * * *03 ARCHITECTURAL A4.00 INTERIOR ELEVATIONS * * *03 ARCHITECTURAL A4.01 INTERIOR ELEVATIONS * * *03 ARCHITECTURAL A4.02 INTERIOR ELEVATIONS * * *03 ARCHITECTURAL A4.03 1ST FLOOR BAR - ENLARGED PLAN, ELEVATION & SECTIONS * * *03 ARCHITECTURAL A4.04 1ST FLOOR BAR - ENLARGED PLAN, ELEVATION & SECTIONS * * *03 ARCHITECTURAL A4.05 2ND FLOOR BAR - ENLARGED PLAN, ELEVATION & SECTIONS *03 ARCHITECTURAL A4.06 3RD FLOOR BAR - ENLARGED PLAN, ELEVATION & SECTIONS *03 ARCHITECTURAL A4.07 ENLARGED BATHROOM PLANS AND ELEVATIONS *03 ARCHITECTURAL A5.01 MILLWORK DETAILS * * *03 ARCHITECTURAL A5.02 INTERIOR DETAILS *03 ARCHITECTURAL A5.03 INTERIOR DETAILS *03 ARCHITECTURAL A7.01 STAIR 1 PLANS & SECTION * * *03 ARCHITECTURAL A7.02 STAIR 2 PLANS & SECTION * * *03 ARCHITECTURAL A7.03 ELEVATOR PLANS @ SECTIONS *03 ARCHITECTURAL A8.00 EXTERIOR DETAILS * * *03 ARCHITECTURAL A8.01 EXTERIOR DETAILS * * *03 ARCHITECTURAL A9.00 NOT USED * *03 ARCHITECTURAL A9.02 NOT USED * *03 ARCHITECTURAL A9.03 NOT USED * *03 ARCHITECTURAL A9.04 NOT USED * *03 ARCHITECTURAL A9.05 NOT USED * *

04 STRUCTURAL04 STRUCTURAL S0.1 Structural Notes04 STRUCTURAL S0.2 Structural Notes04 STRUCTURAL S1.1 1st & 2nd Floor Framing Plans04 STRUCTURAL S1.2 3rd Floor & Roof Framing Plans04 STRUCTURAL S2.1 Sections04 STRUCTURAL S3.1 Sections04 STRUCTURAL S3.2 Sections04 STRUCTURAL S4.1 Typical Details04 STRUCTURAL S4.2 Typical Details

05 KITCHEN05 KITCHEN K1.0 Kitchen Equipment Schedule05 KITCHEN K1.1 Kitchen Equipment Plan05 KITCHEN K1.2 Kitchen Equipment Mech/Plumbing Spot Connection Plan05 KITCHEN K1.3 Kitchen equipment mech/Plumbing Utility Load Schedule05 KITCHEN K1.4 Kitchen Equipment Electricla Spot connection Plan05 KITCHEN K1.5 Kitchen Equipment Electricla Utility Load Schedule05 KITCHEN K1.6 Kitchen Equipment Special conditions Plan05 KITCHEN K1.7 Kitchen equipment Notes05 KITCHEN K1.8 Kitchen Equipment Standard Details05 KITCHEN K1.9 Kitchen Equipment Exhaust Hood Section and Details05 KITCHEN K1.10 Kitchen Equipment Exhaust Hood Sections and Details05 KITCHEN K1.11 Kitchen Equipment Exhaust hood Wiring Diagram

06 MECHANICAL06 MECHANICAL M1.01 First and Second Floor Mechanical Plans06 MECHANICAL M1.02 Third Floor and Roof Mechanical Plans

07 PLUMBING07 PLUMBING P.01 Unnamed

08 ELECTRICAL08 ELECTRICAL E.01 Unnamed

09 FIRE ALARM09 FIRE ALARM FA.01 Unnamed

IPC 2012DCMR 1212F-2013 PLUMBINGIFC 2012DCMR 12H-2013 (FIRE)IEC 2012NEC 2011DCMR 12C-2013 (ELECTRICAL)

ANSI 117.1 ACCESSIBILITYDCMR 12C-2013

CODE ITEM

DEAD END CORRIDOR

EXIT ACCESS REMOTENESS

EGRESS WIDTH BASED ON OCCUPANTS

EXIT ACCESS DOOR WIDTH

STAIR WIDTH

ACCESSIBLE MEANS OF EGRESS

CORRIDOR WIDTH

BUILDING FIRE SEPARATION DISTANCE

FIRE SEPARATION BETWEEN OCCUPANCIES

FIRE RESISTANCE RATING OF BLDGELEMENTS

FIREPROOFING DETAILS & UL NO. OFNEW STRUCT. FRAMING ELEMENTS

VERTICAL & HORIZONTAL EXIT ENCLOSURES

AUTO SPRINKLER SYSTEM

APPLICABLE FIRE CODE

EXT. WALL FIRE RESISTANCE PERSEPARATION DISTANCE

FIRE PROTECTION

MAIN STRUCTURAL MATERIALS

APPLICABLE ENERGY CODE

IBC 2012 & 2013 DCMR SUPPLEMENT IBC 2012 & 2013 DCMR SUPPLEMENT

IBC SECTION 300 A-2 (RESTAURANT), ASSEMBLY GROUP A OCCUPANCY

N/A EXIST. RESTAURANT INTERIOR ALERATIONS

IBC SECTION 503 II-B II-B

IBC TABLE 503 14,000 6,767

IBC TABLE 503 3 3

IBC SECTION 1004.1.1 ASSEMBLY W/O FIXED SEATS UNCONCENTRATED(TABLES & CHAIRS) 15 NET

IBC 2012 & 2013 DCMR SUPPLEMENT

IBC SECTION 1019.1, 1019.2 & 1015.1 2 2

IBC SECTION 1015 250' 118' - 10" MAX.

IBC SECTION 1014.3 75' 50' - 10" AVG.

IBC SECTION 1017.3 20' ---

IBC SECTION 1015.2.1, 1015.1, & 1015.2 N/A 2 UNOBSTRUCTED EXITS

IBC SECTION 1005.1 .20 x 133 PERSONS = 26.20 PER OCCUPANT (STAIRWAYS)

44"

IBC SECTION 1008.1 32" MIN. 36"

IBC SECTION 1009.1 44" MIN. 44"

IBC SECTION 1007 2 ACCESSIBLE MEANS OF EGRESS 2 ACCESSIBLE MEANS OF EGRESS

IBC SECTION 1017 3"-8" MIN.

IBC SECTION SECTION 601 & 602

2 HR. FIRE RATING

1 FT. 1.33 FT.

A-2 ONLY A-2 IS THE ONLY USE (ONLY ONE USE)

TYPE II-A, 0 HR RATING ALL ELEMENTS

UL DES. NO. U-901

NFPA 13 FULLY SPRINKLERED NFPA 13

NFPA 13 FULLY SPRINKLERED & FIRE ALARM

MASONRY MASONRY, STEEL &CONCRETE

A-2 (RESTAURANT), ASSEMBLY GROUP A OCCUPANCY

3"-8" MIN.

2 HR. FIRE RATINGIBC SECTION 602

IBC SECTION 508.3.3

IBC SECTION 601

IBC SECTION 601

IBC SECTION 1020 & 1022

IBC SECTION 903

DCMR 12I-2003

TYPE II-A, 0 HR RATING ALL ELEMENTS

UL DES. NO. U-901

UL DES. NO. U-901 UL DES. NO. U-901 (8" CMU)

DCMR 12I-2003 (ENERGY) DCMR 12I-2003 (ENERGY)

NFPA 13 NFPA 13

LOCAL CONTACTSLOCAL CONTACTSGAS UTILITY COMPANYWASHINGTON GASWWW.WASHGAS.COMP: (703) 750-1000

ELECTRICAL UTILITY COMPANYPEPCOWWW.PEPCO.COMP: (877) 737-2662

WATER DEPARTMENT/DISTRICTDC WATERWWW.DCWATER.COMPH: (202) 354-3600

BUILDING DEPARTMENTDCRA1100 4TH STREET, SWWASHINGTON, DC 20024WWW.DCRA.DC.GOVPH: (202) 442-4400

FIRE DEPARTMENTDC FIRE AND EMSOFFICE OF THE FIRE MARSHAL1923 VERMONT AVE., NWWASHINGTON, DC 20001PH: (202) 673-3320

MISS UTILITY(800) 552-7001

ZONING DESTINATION

USE TYPE

SITE AREA

LOT WIDTH (MIN.)

GROSS FLOOR AREA

NUMBER OF STORIES

APPLICABLE ZOING CODE

ALLOWED / REQUIREDCODE ITEM

C2-A

RESTAURANT (EXIST)

N/A

5,925 SF

NO LIMIT

DCMR 11-2003 (AS AMMENDED)

2,370 SF

20'-0"

5,862 SF

3

PROPOSED / PROVIDED

PERCENTAGE OF LOTOCCUPANCY

F.A.R.

FRONT YARD (BLDG RESTRICTLINE)

SIDE YARD

REAR YARD

CLOSED COURT YARDOPEN COURT YARD

OVERALL BUILDING HEIGHT

100%

2.50 (2,370 x 2.5 = 5,925 SF)

NONE

50'-0"

97.39%2,308.20 SF (FOOTPRINT)

49' - 10"

INDOOR RECREATIONOUTDOOR RECREATION

PARKING

REMARKS:PARKING AGREEMENT MADE ON ADJOINING LOT #0804

IN EXCESS OF 3000 SF1 FOR EACH 300 SF OFGROSS FLOOR AREA5,740.81-3000=2,740.81/300=9.1

10

DCMR 11-2003 (AS AMMENDED)

C2-A

RESTAURANT (EXIST)

N/A

2.47 (5,862.20 / 5,925 = 0.9894x 2.50 = 2.473)

NONE

NONE NONE

NONE NONE

NONE NONE

NONE NONE

Revisions

# Description DatePERMIT 06-10-2014

1 DCRA COMMENTS 09-24-2014

LEVEL 3 ALTERATION_INTERIOR ALTERATION OF EXISTING 3 STORY RESTURANT. FIRST FLOOR TABLES AND CHARISMAXIMUM SEATING CAPCTIY 55 AND MAXIMUM ALLOWABLE CAPACITY 73. FIRST FLOOR STANDING ROOM ONLY MAXIMUMALLOWABLE CAPACITY 92. SECOND FLOOR TABLES AND CHAIRS MAXIMUMN SEATING CAPACITY 51 AND MAXIMUMALLOWABLE CAPACITY 73. SECOND FLOOR STANDING ROOM ONLY MAXIMUM ALLOWABLE CAPACITY 84. THIRD FLOORTABLES AND CHAIRS MAXIMUM SEATING CAPACITY 59 AND MAXIMUM ALLOWABLE CAPACITY 74. THIRD FLOOR STANDINGROOM ONLY MAXIMUM ALLOWABLE CAPACITY 103.

1

FD

FD

FD

UP

UP

DNDN

UP

1 2 3 4 5 6 7 81.1

A

C

B

1/3 DIAGONAL = 44' -11"

134' - 9"

(EAS) EXIT ACCESS SEPERATION: 102' - 11"

(ETD) EXIT ACCESS TRAVEL DISTANCE: 74' - 8"

EXISTING ENCLOSEDSIDEWALK CAFE

000

DINING / BAR101

DISH / BEV103

RESTROOM104

ELEV106

VEST105

STAIR107

STOR109

RESTROOM108

SMOKE BARRIER / EXIT ACCESS STAIR AS PER IBC 2012 SECTIONS: 1016, 1009.3 EXEMPTION 4, 1027 DISCHARGE 1 HR RATED

CORRIDOR102

VEST100

D-6H5 E

D-8H7 E

D-9H6 E

D-4H4 D

D-2

D-1

D-5H5 E

D-7H6 E

EGRESS ROUTE

LIFE SAFETY PLAN LEGEND

ADA CLEARANCE AT ACCESSIBLE DININGSURFACE

1 HR FIRE RATED PARTITION

FEFIRE EXTINGUISHER

EGRESS CAPACITY

EDEXIT DISCHARGE00

# OF OCCUPANTS EGRESSING AT POINT

ACCESSIBLE SEAT 0---

# OF OCCUPANTS BY ROOM

MAXIMUM SEATING CAPACITY

MAXIMUM ALLOWABLE CAPACITY

165218

THE DANCING CRAB RESTURANTTABLES AND CHAIRS

LOCATION: TENLEYTOWNADDRESS: 4615 41ST STREET, NW WASHINGTON, D.C. 20016

1 2 3 4 5 6 7 81.1

A

C

B (EAS) EXIT ACCESS SEPERATION: 38' - 8"

1/3 DIAGONAL = 31' - 2"

BUILDING DIAGONAL 93' - 5"

SMOKE BARRIER / EXIT ACCESS STAIR AS PER IBC 2012 SECTIONS: 1016, 1009.3 EXEMPTION 4 1 HR RATED

DRY STOR / OFC302

CORRIDOR301

RESTROOM303

RESTROOM304

VEST305

ELEV306 STAIR

307

BAR / LOUNGE300

(CP) COMMON PATH OF EGRESS TRAVEL: 66' - 9"


3' -

8" D-15H7 E

D-14H5 E

D-13H5 E

D-12

SUMMER GARDEN308

1 2 3 4 5 6 7 81.1

A

C

B

1/3 DIAGONAL = 35' - 9"

107' - 2 1/2"



VEST202

ELEV203

STAIR204

TRASH205



(CP) COMMON PATH OFEGRESS TRAVEL: 31' - 0"

3' -

8"

ED-2H9 G

ED-1H8 H

D-10H7 E

D-11DINING / BAR / EXPO /

KITCHEN200

SUMMER GARDEN206

PREP / DISH / STOR201

ACCESSIBLE ROUTE

1

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

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CODE ANALYSIS AND EGRESS PLAN


CheckerAuthor

07-16-201413-364


OCCUPANCY & SEATING

CODE REVIEW

EXIT ACCESS SEPARATIONEXIT ACCESS TRAVEL DISTANCECOMMON PATH OF EGRESS TRAVEL

AREAS W/LESS THAN 50 OCCUPANTSALL OTHER AREAS

134'-9" / 3 = 44'-11"250'-0" MAX.

75'-0" MAX.30'-0" MAX.

102'-11"74'-8"

51'-0"N/A

REQUIRED PROVIDED

OCCUPANCY : A-2 ASSEMBLYSPRINKLERED : YES

(EAS)(ETD)(CP)

EGRESS COMPONENTS

FIRE RESISTANCE REQUIREMENTS (PER IBC 2006 TABLE 601):

STRUCTURAL FRAME:BEARING WALLS -

EXTERIOR:INTERIOR:

NON-BEARING WALLS AND PARTITIONS (PARTY WALLS):FLOOR CONSTRUCTION:

PROVIDED

1 HR

N/A0 HR3 HR1 HR

REQUIRED

0 HR

2 HR0 HR3 HR0 HR

AREA USE AREALOAD

FACTORNO. OF

OCCUPANTS1ST FLOORASSEMBLY CHAIRS ONLY 145 SF 7 SF 21.2ASSEMBLY FIXED 131 SF 0 SFASSEMBLY NON-FIXED 128 SF 15 SF 9.1ASSEMBLY STANDING ROOM ONLY 142 SF 15 SF 10.0ASSEMBLY STANDING ROOM ONLY 43 SF 15 SF 3.3KITCHEN 228 SF 200 SF 1.6KITCHEN 295 SF 200 SF 2.0UNOCCUPIED 962 SF 0 SFUNOCCUPIED 57 SF 0 SF2ND FLOORASSEMBLY CHAIRS ONLY 60 SF 7 SF 9.0ASSEMBLY FIXED 49 SF 0 SFASSEMBLY FIXED 92 SF 0 SFASSEMBLY NON-FIXED 177 SF 15 SF 12.3ASSEMBLY NON-FIXED 79 SF 15 SF 5.7ASSEMBLY NON-FIXED 60 SF 15 SF 4.5ASSEMBLY STANDING ROOM ONLY 22 SF 5 SF 4.9ASSEMBLY STANDING ROOM ONLY 27 SF 5 SF 5.9ASSEMBLY STANDING ROOM ONLY 34 SF 5 SF 7.3KITCHEN 579 SF 200 SF 3.4UNOCCUPIED 1063 SF 0 SF3RD FLOORASSEMBLY CHAIRS ONLY 73 SF 7 SF 10.9ASSEMBLY FIXED SEATING 84 SF 0 SFASSEMBLY FIXED SEATING 111 SF 0 SFASSEMBLY FIXED SEATING 15 SF 0 SFASSEMBLY NON-FIXED 442 SF 15 SF 30.0ASSEMBLY STANDING ROOM ONLY 62 SF 5 SF 12.9KITCHEN 183 SF 200 SF 1.4KITCHEN 131 SF 200 SF 1.2UNOCCUPIED 1140 SF 0 SF

3/16" = 1'-0"1 1ST FLOOR EGRESS PLAN

ACCESSIBLE SEATING REQUIREMENTS:

1ST FLOOR 64 TOTAL SEATS X .05 =

2ND FLOOR 46 TOTAL SEATS X .05 =

1ST FLOOR 34 TOTAL SEATS X .05 =

PROVIDED

4

3

2

REQUIRED

3.2

2.3

1.7

3/16" = 1'-0"3 3RD FLOOR EGRESS PLAN

3/16" = 1'-0"2 2ND FLOOR EGRESS PLAN

131 SF, 48'-0" LF 24" LF 24

TOTAL SEATED: 165TOTAL ALLOWABLE: 218

49 SF, 12'-4" LF 24" LF 692 SF, 28'-0" LF 24" LF 14

84 SF, 15'-0" LF 24" LF 7111 SF, 14'-0" LF15 SF, 6'-9" LF

24" LF24" LF

74

EGRESS LOADING:

DOORSINTERIOR/EXTERIOR 206 OCCUPANTS X .20" PER PERSON =EXITS REQUIRED PER FLOOR

EXIT WIDTHS (FIRST FLOOR)

EXIT WIDTH PROVIDED .......................................................................

EXIT WIDTHS (SECOND FLOOR)


EXIT WIDTHS (THIRD FLOOR)


41.2"2

1 EXIT @ 36" CLR = 34"1 EXIT @ 34" CLR = 32"

66"

1 EXIT @ 34" CLR = 32"1 EXIT @ 46" CLR = 46"

78"

1 EXIT @ 34" CLR = 32"1 EXIT @ 46" CLR = 46"

78"

PLUMBING REQUIREMENTS(PER IBC 2009, TABLE 2902.1):

WATERCLOSETS:MALE (1 PER 75)FEMALE (1 PER 75)

LAVATORIES: (1 PER 200)SERVICE SINK: (1 PER FACILITY)DRINKIN FOUNTAIN: (1 PER 500

PROVIDED

2 WC2 WC2 EA.

210

REQUIRED

2 WC2 WC2 EA.

110

NOTE:1-HR FIRE RATED CEILING / FLOOR ASSEMBLYUL DES. NO. 6-265





107'-2 1/2 / 3 = 35'-9"250'-0" MAX.

75'-0" MAX.30'-0" MAX.

70'-2"73'-8"

31'-0"25'-10"

(EAS)(ETD)(CP)



93'-5" / 3 = 31'-2"250'-0" MAX.

75'-0" MAX.30'-0" MAX.

38'-8"47'-4"

44'-5"N/A

(EAS)(ETD)(CP)

1ST FLOOR

2ND FLOOR

3RD FLOOR

Revisions


1 DCRA COMMENTS 09-24-20142 ISSUE FOR BID 10-22-2014

1ST FLOOR OCCUPANCY SUMMARY:55 SEATED SEATED OCCUPANTS16 STANDING OCCUPANTS71 TOTAL OCCUPANTS

2ND FLOOR OCCUPANCY SUMMARY:51 SEATED SEATED OCCUPANTS22 STANDING OCCUPANTS73 TOTAL OCCUPANTS

3RD FLOOR OCCUPANCY SUMMARY:59 SEATED SEATED OCCUPANTS15 STANDING OCCUPANTS74 TOTAL OCCUPANTS

TOTAL BUILDING OCCUPANCY SUMMARY:165 SEATED SEATED OCCUPANTS53 STANDING OCCUPANTS218 TOTAL OCCUPANTS

1.SPRAY FIRE PROOF (1-HR) ANY STRUCTURALSTEEL PERFORATING AN ENCLOSED MEANS OFEGRESS & PROVIDE FIRE STOP AT SUCHPENETRATIONS

2

DNDN

UP

FD

FD

FD

UP

UP

MAXIMUM SEATING CAPACITY

MAXIMUM ALLOWABLE CAPACITY

30279

THE DANCING CRAB RESTURANTTABLES AND CHAIRS

LOCATION: TENLEYTOWNADDRESS: 4615 41ST STREET, NW WASHINGTON, D.C. 20016

EGRESS ROUTE

LIFE SAFETY PLAN LEGEND

ADA CLEARANCE AT ACCESSIBLE DININGSURFACE

1 HR FIRE RATED PARTITION

FEFIRE EXTINGUISHER

EGRESS CAPACITY

EDEXIT DISCHARGE00

# OF OCCUPANTS EGRESSING AT POINT

ACCESSIBLE SEAT 0---

# OF OCCUPANTS BY ROOM

1 2 3 4 5 6 7 81.1

A

C

B (EAS) EXIT ACCESS SEPERATION: 38' - 8"

1/3 DIAGONAL = 31' - 2"

BUILDING DIAGONAL 93' - 5"

SMOKE BARRIER / EXIT ACCESS STAIR AS PER IBC 2012 SECTIONS: 1016, 1009.3 EXEMPTION 4 1 HR RATED

SUMMER GARDEN308

DRY STOR / OFC302

CORRIDOR301

RESTROOM303

RESTROOM304

VEST305

ELEV306 STAIR

307

BAR / LOUNGE300


(ETD) EXIT ACCESS TRAVEL DISTANCE: 47' - 4" D-15H7 E

D-14H5 E

D-13H5 E

D-12

1 2 3 4 5 6 7 81.1

A

C

B

1/3 DIAGONAL = 35' - 9"

107' - 2 1/2"



VEST202

ELEV203

STAIR204

TRASH205



(CP) COMMON PATH OFEGRESS TRAVEL: 31' - 0"

ED-2H9 G

ED-1H8 H

D-10H7 E

D-11


DINING / BAR / EXPO /KITCHEN

200SUMMER GARDEN

206

1 2 3 4 5 6 7 81.1

A

C

B

1/3 DIAGONAL = 44' -11"

134' - 9"


(ETD) EXIT ACCESS TRAVEL DISTANCE: 74' - 8"EXISTING ENCLOSEDSIDEWALK CAFE

000

DINING / BAR101

DISH / BEV103

RESTROOM104

ELEV106

VEST105

STAIR107

STOR109

RESTROOM108


CORRIDOR102

VEST100

EQEQ

3' -

8"D-6

H5 E

D-8H7 E

D-9H6 E

D-4H4 D

D-2

D-1

D-5H5 E

D-7H6 E

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

As indicated 10/2

8/20

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A0.02a

CODE ANALYSIS AND EGRESS PLAN


CheckerAuthor

07-16-201413-364


Revisions

# Description Date2 ISSUE FOR BID 10-22-2014

3/16" = 1'-0"1 ALT-3RD FLOOR EGRESS PLAN

3/16" = 1'-0"2 ALT-2ND FLOOR EGRESS PLAN

3/16" = 1'-0"3 ALT-1ST FLOOR EGRESS PLAN




OCCUPANCY & SEATING

CODE REVIEW



134'-9" / 3 = 44'-11"250'-0" MAX.

75'-0" MAX.30'-0" MAX.

102'-11"74'-8"

51'-0"N/A

REQUIRED PROVIDED

OCCUPANCY : A-2 ASSEMBLYSPRINKLERED : YES

(EAS)(ETD)(CP)

EGRESS COMPONENTS

FIRE RESISTANCE REQUIREMENTS (PER IBC 2006 TABLE 601):

STRUCTURAL FRAME:BEARING WALLS -

EXTERIOR:INTERIOR:

NON-BEARING WALLS AND PARTITIONS (PARTY WALLS):FLOOR CONSTRUCTION:

PROVIDED

1 HR

N/A0 HR3 HR1 HR

REQUIRED

0 HR

2 HR0 HR3 HR0 HR

TOTAL ALLOWABLE: 279

EGRESS LOADING:

DOORSINTERIOR/EXTERIOR 275 OCCUPANTS X .20" PER PERSON =EXITS REQUIRED PER FLOOR

EXIT WIDTHS (FIRST FLOOR)


EXIT WIDTHS (SECOND FLOOR)


EXIT WIDTHS (THIRD FLOOR)


55"2

1 EXIT @ 36" CLR = 34"1 EXIT @ 34" CLR = 32"

66"

1 EXIT @ 34" CLR = 32"1 EXIT @ 46" CLR = 46"

78"

1 EXIT @ 34" CLR = 32"1 EXIT @ 46" CLR = 46"

78"

PLUMBING REQUIREMENTS(PER IBC 2009, TABLE 2902.1):

WATERCLOSETS:MALE (1 PER 75)FEMALE (1 PER 75)

LAVATORIES: (1 PER 200)SERVICE SINK: (1 PER FACILITY)DRINKIN FOUNTAIN: (1 PER 500)

PROVIDED

2 WC2 WC2 EA.

210

REQUIRED

2 WC2 WC2 EA.

110



107'-2 1/2 / 3 = 35'-9"250'-0" MAX.

75'-0" MAX.30'-0" MAX.

70'-2"73'-8"

31'-0"25'-10"

(EAS)(ETD)(CP)



93'-5" / 3 = 31'-2"250'-0" MAX.

75'-0" MAX.30'-0" MAX.

38'-8"47'-4"

44'-5"N/A

(EAS)(ETD)(CP)

1ST FLOOR

2ND FLOOR

3RD FLOOR

Area Schedule (Area Scheme 1)

AREA USE AREALOAD

FACTORNO. OF

OCCUPANTS1ST FLOORASSEMBLY CHAIRS ONLY 115 SF 7 SF 16.9ASSEMBLY STANDING ROOM ONLY 235 SF 5 SF 47.5ASSEMBLY STANDING ROOM ONLY 123 SF 5 SF 25.0KITCHEN 216 SF 200 SF 1.6KITCHEN 123 SF 200 SF 1.1UNOCCUPIED 1024 SF 0 SF2ND FLOORASSEMBLY CHAIRS ONLY 35 SF 7 SF 5.6ASSEMBLY STANDING ROOM ONLY 209 SF 5 SF 42.4ASSEMBLY STANDING ROOM ONLY 45 SF 5 SF 9.5ASSEMBLY STANDING ROOM ONLY 22 SF 5 SF 4.8ASSEMBLY STANDING ROOM ONLY 90 SF 5 SF 18.6KITCHEN 527 SF 200 SF 3.1UNOCCUPIED 558 SF 0 SFUNOCCUPIED 491 SF 0 SF3RD FLOORASSEMBLY CHAIRS ONLY 54 SF 7 SF 8.2ASSEMBLY STANDING ROOM ONLY 116 SF 5 SF 23.8ASSEMBLY STANDING ROOM ONLY Not Placed 5 SFASSEMBLY STANDING ROOM ONLY 265 SF 5 SF 53.6KITCHEN 175 SF 200 SF 1.4KITCHEN 166 SF 200 SF 1.3UNOCCUPIED 1192 SF 0 SF

1ST FLOOR OCCUPANCY SUMMARY:17 SEATED SEATED OCCUPANTS75 STANDING OCCUPANTS92 TOTAL OCCUPANTS

2ND FLOOR OCCUPANCY SUMMARY:6 SEATED SEATED OCCUPANTS78 STANDING OCCUPANTS84 TOTAL OCCUPANTS

3RD FLOOR OCCUPANCY SUMMARY:7 SEATED SEATED OCCUPANTS96 STANDING OCCUPANTS103 TOTAL OCCUPANTS

TOTAL BUILDING OCCUPANCY SUMMARY:30 SEATED SEATED OCCUPANTS249 STANDING OCCUPANTS279 TOTAL OCCUPANTS

1.SPRAY FIRE PROOF (1-HR) ANY STRUCTURALSTEEL PERFORATING AN ENCLOSED MEANS OFEGRESS & PROVIDE FIRE STOP AT SUCHPENETRATIONS

2

SECTION 01010SUMMARY OF WORK

1.1 Contract

A. Unless otherwise noted, "The Owner" or "The Tenant" refers to the persons, organizationand/or business entering into an agreement with the Contractor to execute the Work indicated inthe Contract Documents. "The Landlord" refers to the person, organization and / or businessthat owns or is responsible for managing the property on which the Work is to be executed. TheContractor's responsibilities to each party is described in the specifications and documentsbelow.

B. The "Work" includes Owner improvements to an existing tenant space and includes newpartitions, finishes and modifications to HVAC, plumbing, electrical, and fire protection systemsand access control systems.

C. Owner-Furnished items include: furniture, office equipment, telephone and audio/visualcabling and equipment.

D. Owner-Furnished / Contractor-Installed items as indicated in the drawings shall be received,protected , and installed as part of the contract.

E. Permits and Inspections1. The Contractor is responsible for obtaining all necessary permits required to perform the Work.

2. The Contractor is responsible for inspections required for the jurisdiction in which the Work is performed. Verify with local regulatory agency exact number, type and schedule of inspections required for the Work prior to commencing with the work.

3. The Contractor shall provide the Owner with documentation and scheduling necessary for Occupancy Permit.

F. Contract Documents1. The AIA “General Conditions of the Contract for Construction” AIA Document A201, 1997 edition, published by the American Institute of Architects, hereinafter referred to as “General Conditions”, is hereby made part of the Contract Documents, the same as if bound herein.

2. The Contract Documents consist of the following:a. Owner-Contractor Agreement ("The Contract")b. General Conditionsc. Drawings as dated in agreement ("The Drawings")d. Addendae. Modifications

3. The Contract Documents are instruments of service and shall remain the property of the Architect whether the project for which they are prepared is executed or not. The Contract Documents are not to be used by the Owner, Landlord or Tenant for other projects or extensions to the project nor are they to be modified in any manner whatsoever except by agreement in writing and with appropriate compensation to the Architect.

SECTION 01030ALTERNATES AND UNIT PRICES

1.1 GENERAL

A. The Contractor shall provide pricing for all alternates indicated in the bid form.

B. The Contractor shall provide Unit Pricing for items identified as requested by owner.

C. The Owner reserves the right to reduce or increase the total Scope of Work by accepting any of the Alternates or added/deleted Unit Price items.

SECTION 01035SUBSTITUTIONS

1.1 GENERAL

A. The Contractor's bid shall be based on providing all specified items. Substitutions shall be considered only under the following circumstances:

1. The item is shown to have a prohibitively long lead time.

2. An item of equal appearance and equal or greater quality to the specified item can be provided at substantial savings to the Owner.

B. Substitutions shall be considered by the Architect for acceptance under the following procedure:

1. The Architect requires seven (5) days for review of the Contractor's request for substitution.

2. The Contractor's request for substitution shall include product information and samples as deemed necessary by the Architect of both the specified item and proposed substitution. Characteristics of both products shall be clearly identified for the Architect's evaluation.

SECTION 01040COORDINATION

1.1 GENERAL COORDINATION

A. Coordination with Base Building and other Building Tenants:1. Exercise extreme care and precaution during construction of the Work. Schedule Work to minimize disturbances to adjacent spaces and/or structures and their occupants, property, public thoroughfares, etc. The Contractor shall take precautions and be responsible for the safety of building occupants from construction procedures. The Contractor shall be responsible for any overtime costs incurred thereby.

2. The Contractor shall be required to meet all Landlord requirements for construction.

3. The Contractor shall coordinate with Landlord all Work required by the Tenant that occurs outside the Tenant space and is on or within the base building. The contractor is responsible for the installation and integrity of all penetrations required to the existing roof and for meeting all Landlord requirements.

4. The Contractor shall review the base building Contract Documents and shall comply with base building requirements and design criteria.

5. Prior to drilling slab penetrations, the Contractor shall do the following:a. Clearly identify location of slab penetrations for Architect's review.

b. Coordinate with existing conditions below slab to insure no conflicts with existing ductwork, sprinkler piping, ceiling conditions, etc.

c. X-ray proposed slab penetration locations to identify structural conflicts as required by Landlord.

B. Coordination with Tenant in occupied renovation:1. Coordinate hours of operation with tenant prior to construction.

2. All loud construction shall be performed outside Owner’s normal hours of operation. Loud construction shall include, but not be limited to the following: Demolition, Framing, GWB installation, Ductwork installation,Pulling of electrical wiring.

3. All odor producing construction shall be performed outside Owner’s normal hours of operation. Verify odor producing construction and review all items with Owner and Architect prior to installation. Odor producing construction shall include, but are not limited to the following: Application of alkyd or oil based coatings, Installation of items requiring adhesives.

4. Provide temporary dust-proof partitions as necessary to separate construction activities from Owner’s operations. Review proposed locations of temporary dust- proof partitions with Owner and Architect prior to installation.

C. Coordination with Owner- Supplied items:1. Make necessary provisions for items to be furnished or installed by Owner as

indicated on the drawings. Such provisions include, but are not limited to, plumbing & electrical requirements.

2. Provide protection for Owner-supplied items until completion of the project.

3. The Contractor is to include the installation cost of Owner-supplied items unless otherwise noted.

4. Any ambiguity or need for clarification regarding scope of Work related to Owner- supplied items is to be reviewed with the Architect prior to commencing with the Work.

5. Telephone and data work shall be coordinated by the Contractor with Owner's representative.

6. Security system work shall be coordinated by the Contractor with Owner's representative.

D. Cut and fit components for alteration of existing work and installation of new work. Patch disturbed areas to match adjacent materials and finishes.

E. Prior to construction, the Contractor shall verify that no conflicts exist in locations of any mechanical, telephone, electrical, plumbing and sprinkler equipment (to include piping, duct work, structural members and conduit) and that required clearances for installation and maintenance of above equipment are provided. Elements in conflict shall be determined and reviewed with Architect for resolution prior to construction.

F. Contractor shall order and schedule delivery of materials in ample time to avoid delays in construction. If an item is found to be unavailable or have a long lead time, the Contractor shall notify Architect within seven (7) days of contract award.

SECTION 01300SUBMITTALS

1.1 GENERAL

A. Within seven (7) days of the contract award, the Contractor shall submit to the Architect aschedule of all submittals identifying estimated date of submission. Submittals shall include butare not limited to:

1. Finishes2. Doors, frames, and hardware3. Glass4. Metals5. Millwork6. Equipment7. Appliances8. Mechanical equipment, diffusers, grilles, devises, etc.9. Electrical equipment, light fixtures, controls, devices, etc.10. Plumbing equipment, fixtures, devices, etc.11. Sprinkler Plan

B. Preparation of submittals shall be as follows.

1. Submit one (1) reproducible copy and two (2) prints of each shop drawing.

2. For catalog cuts, brochures, and other standard printed or published product data, submit number of copies needed by Contractor plus two (2) copies to be retained by Architect.

3. The contractor shall submit a minimum of three (3) samples of finished. The Architect shall retain two (2) samples of finished for record and return a minim of one sample to Contractor

C. The Contractor shall provide manufacturer's specifications, installation instructions, shop drawings and samples for review and approval prior to ordering or proceeding with the Work. No construction shall proceed until submittals are approved

D. Contractor shall allow five (5) working days for the Architect and Consultants to the Architect to review submittals. All submittals not reviewed directly by the Architect, but rather Consultants to the Architect, shall be submitted simultaneously to both the Architect and the Consultant and shall be noted as such. The Contractor shall not proceed with work until both Architect and Consultant have approved the submittal. No extension of the contract time will be granted because of failure to provide submittals for the Architect's review or coordination in a timely fashion.

E. The Architect reserves the right to reject any and all items installed without prior review and approval by the Architect

F. Refer to specified items for specific submittal requirements

SECTION 01400QUALITY CONTROL

1.1 GENERAL

A. Dimensions and Tolerances:

1. Do not scale drawings; dimensions govern. Verify dimensions with field conditions. If discrepancies are discovered between field conditions and drawings or between drawings, contact the Architect for resolution before proceeding.

2. Horizontal dimensions indicated are to/from finished face of partition except as notes

3. Vertical dimensions are from top of floor slab, except where noted to be from above finished floor (AFF), as measured from the high point of the slab. Contractor to notify the Architect when deviation is greater than allowed in note four below.

4. Floor Tolerance: The Contractor is to immediately verify slop and report and deviation over a 1/4 in slope in 10 feet to the Architect prior to commencing Work. The Contractor shall be responsible for leveling all areas to achieve a slope deviation of less than 1/4 inch slope in 10 feet. The Contractor shall ensure an absolute level floor under all swinging and sliding doors.

5. Dimensions are not adjustable without approval of the Architect unless noted (+/-)

6. Dimensions indicated to be "clear" or "clr" shall be maintained. Any discrepancies or variations in these dimensions shall be reviewed with the Architect before beginning construction.

7. Any dimensions noted "Verify" or "VIF" must be reviewed with the Architect before beginning construction.

8. The Contractor shall continuously check Architectural and structural clearances for accessibility of equipment and mechanical and electrical systems. No allowance of any kind will be made for the Contractor's failure to foresee means of installing equipment into position inside structures.

B. Observation of Work

1. The Architect, acting as the Owner's designated agent for design of this project, will exercise sole authority for determining conformance of materials, equipment and systems with the intent of the design. Review and acceptance of items proposed by Contractor for incorporation into the Work will be by the Architect. This function of the Architect will apply to both the Contract as initially signed, and to changes to Contract by modification during progress of Work.

2. If at any time before commencement of Work, or during progress thereof, the Contractor's methods, equipment or appliances are inefficient or inappropriate for securing quality of Work, or rate of progress intended by Contract Documents, the Owner may order the Contractor to improve their quality or increase their efficiency. This will not relieve the Contractor of his sureties from their obligations to secure quality of Work and rate of progress specified in contract.

C. Reference to Standards:

1. Materials and workmanship specified by reference to number symbol, to title of a specification such as commercial standards, federal specification, trade association standard, or other similar standard, shall comply with requirements in latest edition or revision thereof and with any amendment or supplement thereto in effect on date of origin of this project's Contract Documents. Such standard, except as modified herein, shall have full force and effects as though printed in Contract Documents.

2. The Contractor shall waive "Common Practice" and "Common Usage" as construction criteria wherever details and Contract Documents or governing codes, ordinances, etc, require greater quantity or better quality than common practice or common usage would require.

D. Existing Conditions:

1. The Contractor shall be responsible for checking Contract Documents, field conditions, and dimensions for accuracy and confirming that Work is buildable as shown before proceeding with construction. Clarification regarding any conflicts shall be received prior to related Work being started.

2. The Contractor shall notify the Owner in writing of any deficiencies in base building construction prior to the commencement of this Work. Any unreported deficiencies will become the responsibility of the Contractor to correct.

E. In the event of conflict between the Drawings and the Specifications, the Specifications shall govern. Detail drawings take precedence over drawings of larger scope. Should the Contractor at any time discover an error in a drawing or specification, or a discrepancy or variation between drawings, or a discrepancy or variation between dimensions and measurements at site, or lack of dimensions or other information, the Contractor shall not proceed with the Work affected until clarification has been made.

F. The Contractor shall coordinate and review the layout and exact location of the items listed below in the field prior to construction. Any conflicts that arise shall be brought to the Architects attention in writing for resolution prior to proceeding with construction:

1. Partitions

2. Doors

3. Core drill locations

4. Electrical/telephone outlets

5. Thermostats

6. Light switches

7. Light fixtures

8. Changes in ceiling plane, and other ceiling features

9. VAV boxes, supplemental AC units and other mechanical, electrical, or plumbing items requiring ceiling access or affecting ceiling height

G. The Contractor shall follow manufacturer's recommended specification and installation procedures. If there are contrary to the Contract Documents, the Contractor shall notify the Architect, in writing, immediately, to resolve discrepancies prior to proceeding.

H. Only new items of recent manufacture, of the highest quality, free from defects, will be permitted on the Work. Rejected items shall be removed immediately from the Work and replaced with items of the quality specified. Failure to remove rejected materials and equipment shall not relieve the Contractor from the responsibility for quality and character of items used nor from any other obligation imposed by the Contract.

I. The finished Work shall be firm, well anchored, in true alignment, plumb, level, with smooth, clean, uniform appearance without waves, distortions, holes, marks, cracks, stains, or discoloration. Jointings shall be close fitting, neat and well scribed, The finish work shall have no exposed unsightly anchors or fasteners and shall not present hazardous, unsafe corners. Work shall have the provision for expansion, contractions, and shrinkage as necessary to prevent cracks, buckling and warping due to temperature and humidity conditions.

J. Attachments, connections, or fastenings of any nature are to be properly and permanently secured in conformance with best practice and the Contractor is responsible for improving them accordingly. The drawings show only special conditions to assist the contractor. They do no illustrate every such details.

K. No Work defective in construction or quality or deficient in any requirements of drawings and specifications will be acceptable in consequence of the Owner's or Architect's failure to discover or to point out defects or deficiencies during construction. Nor will presence of inspectors on Work relieve the Contractor from responsibility for securing quality and progress of Works as required by the Contract. Defective Work revealed within the required time guarantees, as specified in the Contract, shall be replaced by Work conforming with the intent of the Contract. No payment whether partial or final shall be construed as an acceptance of defective Work of improper materials.

SECTION 01500CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

1.1 GENERAL

A. The Contractor is responsible for and shall provide protection for any existing finishesincluding elevators, lobbies, stairs, and corridors of the base building

B. The Contractor shall protect existing base building window coverings.

C. The Contractor shall patch and repair fireproofing damaged or removed during performance ofthe Work. Fireproof new penetrations required by the Work.

D. Debris shall be removed from the site on a daily basis. Upon completion of the Work, removedebris from the site created by the Work provided under the Contract and leave areas clean.

E. The Contractor shall be required to maintain a job site telephone and e-mail connection.

SECTION 01700CONTRACT CLOSEOUT

1.1 GENERAL

A. When the Contractor considers that the Work is substantially complete, the Contractor shall prepare and submit to the Architect a list of items to be completed or corrected. The Architect shall visit the site to determine the status of completion and amend the Contractor's list as required. Upon the Contractor's stated completion of the items listed to be completed or corrected, and prior to final payment, the Architect shall perform a final inspection of all items listed. Failure to complete listed items, as determined by the Architect, shall require additional site visits as needed by the Architect to determine final completion. The cost of any additional site visits shall be billed hourly based on the Architect's published hourly rates and shall be deducted from the Contractor's final payment.

B. The following items shall be submitted to the Owner by the Contractor before requesting final payment:

1. Complete release or waiver of liens - documentation shall be notarized and signed

2. certificated of inspection approvals for required occupancy permit and similar approvals or certificates by governing authorities, assuring the Owner's full access

and use of completed Work.

3. A notebook containing warranties, bonds, guarantees, affidavits and certificates required by the Contract Documents. Include any operating and cleaning instructions for appliances, materials, finishes, systems and equipment installed as part of the Work.

C. Final Cleaning: Remove protective coatings, coverings, any tags, labels or other markings from materials fixtures and equipment. Clean wall, floor and ceiling surfaces including trim, outlet and switch plates, windows, window sills, and window treatments. Clean plumbing fixtures to a sanitary condition.

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

1 1/2" =1'-0"

10/2

8/20

14 4

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36 P

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A0.03

GENERAL NOTES AND SPECIFICATIONS


CheckerAuthor

07-16-201413-364


GENERAL NOTES

Revisions


18" MIN

48" M

IN12" MIN, IF CLOSERAND LATCH PROVIDED

5' -

0"60

" MIN

1' - 8"

1' - 0"

4' -

0"

FRONT APPROACHESPULL SIDE PUSH SIDE

SIDE APPROACHES - HINGE SIDE

X= 36" MIN,IF Y = 60"

Y =

54" M

IN

42" M

IN

22" MIN

3' - 0"

5' -

0"

3' -

6"

1' - 10"

48" M

IN, I

FC

LOSE

R A

ND

LATC

H P

RO

VID

ED

AN LATCH PROVIDED12" MIN IF CLOSER

X= 42" MIN,IF Y = 54"

Y =

60" M

INPULL

SID

E

PUS H

SID

E

SIDE APPROACHES - LATCH SIDE

48" M

IN

24" MIN 42" M

IN

24" MIN2' - 0"

4' -

6"

2' - 0"

3' -

6"

PULL

SID

E

PUS H

SID

E

48" M

IN, I

F C

LOSE

RIS

PR

OVI

DED

54" M

IN;

IF C

LOSE

RIS

PR

OVI

DED

48" M

IN

24" MIN42" M

IN

SLIDING AND FOLDING DOOR CLEARNACE

4' -

0"

3' -

6"

2' - 9" 2' - 0"22" MIN 42" M

IN

2' - 1" 2' - 8"

3' -

6"

2' - 7"32" MIN

FRONT APPROACHPOCKET/LATCH APPROACH STOP/LATCH APPROACH

32" MIN32" MIN

60" M

IN36" M

IN

36" MIN

60" MIN

BASE

ARM

48" MIN

30" MIN

5' - 0"

60" MIN

ARM

5' -

0"

1' - 0" 3' - 0" 1' - 0"

12" MIN 12" MIN

5' - 0"

2' -

0"3'

- 0"

24" M

IN

4' -

0"

2' - 6"

SIZE OF TURNING SPACE CIRCULAR CLEAR FLOOR SPACE

5' -

0"

60" M

IN

4" MAX

80"

MIN

.

27" O

RG

REA

TER

2' -

3"

LIMITS OF PROTRUDING OBJECTS

SIZE OF TURNING SPACE T-SHAPED

15 M

IN

48 M

AX

X= <

20"

; 48"

MAX

48 M

AX

15 M

IN

34 M

AX

UNOBSTRUCTED FORWARD REACH

4' -

0"

OBSTRUCTED HIGH FORWARD REACH

4' -

0"

4' -

0"

UNOBSTRUCTED SIDE REACH

2' -

10"

OBSTRUCTED HIGH SIDE REACH

4' -

0"

X= 2

0"-2

5"; 4

4" M

AX

X= 1

0" M

AX; 4

8" M

AX

X= 1

0"-2

4"; 4

6" M

AX

30" M

IN

36" M

IN

X > 24"

2' -

6"

3' -

1"

3' - 0"

MANEUVERING CLEARANCEIN AN ALCOVEFORWARD APPROACH

60" MIN

X >

15"

5' - 0"

1' -

9"

MANEUVERING CLEARANCEIN AN ALCOVEPARALLEL APPROACH

17" M

AX.

13.5" MIN.

HEIGHT AND DEPTH OF URINALS

60" MIN

59" M

IN

18" MIN

4' -

8"

5' - 0"

SIZE OF CLEARANCE AT WATER CLOSETS

1' - 6"

56" M

IN W

ALL

HU

NG

9" M

IN.

6"8"

34" M

AX.

29" M

IN.

27" M

IN.

40" M

AX.

LAVATORY/SINK CLEARANCE

24" MIN.

12" MIN.

36" MIN.

48" M

AX.

15" M

IN.

12" MAX.42" MIN.

54" MIN.

SIDE WALL GRAB BAR AT WATERCLOSETS

REAR WALL GRAB BAR AT WATERCLOSETS

16"-18"33

"-36

"

18" M

IN.

39"-

41"

39"-41"

2'-6' X 4'-0"CLEARFLOOR

AREA

17" M

AX.

4' -

0"

18" MIN.

SIZE OF CLEARANCE AT URINALS

ADA GUIDE LINES

X

10" MAX.X

17" MIN.

2'-6' X 4'-0"CLEAR FLOORAREA

SIZE OF CLEARANCE AT LAVATORY

(b)

(a)

4-4.8 perimeter

2 MAX

2 MAX

SIZE OF A STANDARD WATER CLOSETSTALL

60" M

IN.

GRAB BAR NON-CIRCULARCROSS SECTION

35"-37"

42" M

IN.

7"-9"

19" M

AX.

TYPICAL LOCATION FOR OUTLET, LIGHT SWITCHES,THEMOSTATS, FIRE ALARM, ETC.

6"

1' -

6" 3' -

2" 4' -

6" 6' -

8"

HIN

GE

SID

E

STR

IKE

SID

E

OUTLET

LIGHT SWITCH

THERMOSTAT

FIRE ALARM DEVICE

TYPICAL LOCATION FOR POWER, TELEPHONE,OUTLETS, DATA, ETC.

1' -

6"POWER, TELEPHONE,OUTLETS, DATA,

COUNTER TOP

POWER, TELEPHONE,OUTLETS, DATA,

44" A

FF @

36"

CO

UN

TER

38" A

FF @

30"

CO

UN

TER

TYPICAL LOCATION FOR FIRE ALARM DEVICES

1' -

6"POWER, TELEPHONE,OUTLETS, DATA

FIRE ALARMDEVICES AND

PULLS

FIRE ALARMDEVICES/VISUAL

ALARMS

6" 6"

48" M

AX.

80" M

IN.

LIBRARYAREA OFREFUGE

3/8 MIN

3/8 MIN

REFUGEAREA OF

AREA OFREFUGE

48 M

IN

60 M

AX

CENTERED ON TACTILECHARACTERS

MEN NIOT IN PICTOGRAMFEILD

5/8-

2

POSITION OF BRAILLEHEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND

6" M

IN.

18" MIN.

18" M

IN. HEIGHT OF RAISED CHARACTERS

GENERAL MOUNTING HEIGHTS

A/EACTADA

ADMINAFFALTARCHASTM

AWI

BKGDBLDGBLKHD

CABCLGCLG HTCLCMUCOCOLCONCCONSTRCONSULTCOORDCORRCW

DBLDEVDEMODETDIAGDOCDRDSGNDWG

EELELECEQESTETCEXIST

ARCHITECT/ENGINEERACOUSTICAL CEILING TILEAMERICANS WITH DISABILITIESACTADMINISTRATIONABOVE FINISHED FLOORALTERNATEARCHITECTAMERICAN SOCIETY FORTESTING AND MATERIALSARCHITECTURALWOODWORKING INSTITUTE

BACKGROUNDBUILDINGBULKHEAD

CABINETCEILINGCEILING HEIGHTCENTER LINECONCRETE MASONRY UNITCERTIFICATE OF OCCUPANCYCOLUMNCONCRETECONSTRUCTIONCONSULTANTCOORDINATECORRIDORCLOCKWISE

DOUBLEDEVELOPMENTDEMOLITIONDETAILDIAGONALDOCUMENTDOORDESIGNDRAWING

EASTELEVATIONELECRICEQUALESTIMATEET CETERAEXISTING

ABBREVIATIONS

INTERNATIONAL BUILDINGCODEIDENTIFICATION NUMBERINFORMATION

KITCHEN

LAVATORYLINEAL FOOT (FEET)LEFT HAND REVERSELIBRARYLOCATION

MAXIMUMMEDIUM DENSITYFIBERBOARDMECHANICALMECHANICAL/ELECTRICAL &PLUMBINGMANAGEMENTMINIMUMMISCELLANEOUSMILLWORKMOISTUREMOUNTEDMULLION

NOT APPLICABLENATIONAL FIRE PROTECTIONASSOCIATIONNOT IN CONTRACTNUMBERNOT TO SCALE

OWNER FURNISHEDCONTRACTOR INSTALLEDOFFICEOWNER FURNISHEDOWNER INSTALLEDOPPOSITEOCCUPATIONAL SAFETY ANDHEALTH ADMINISTRATION

PERFORATEDPERIMETERPERPENDICULARPLASTIC LAMINATEPLUMBINGPLYWOODPREFABRICATEPREPARATIONPROJECTPOUNDS PER SQUARE INCHPARTITION

IBC

ID NOINFO

KIT

LAVLFLHRLIBLOC

MAXMDF

MECHMEP

MGTMINMISCMLWKMSTREMTDMULL

NANFPA

NICNONTS

FF&E

FINFIXTFLGFLRFRFRGFTFURNGCGENGYP

HCHDWHDWDHORIZHRHT

FURNITURE, FIXTURE &EQUIPMENTFINISHFIXTUREFLOORINGFLOORFIRE RATINGFURRINGFEETFURNITUREGENERAL CONTRACTORGENERALGYPSUM BOARD

HOLLOW COREHARDWAREHARDWOODHORIZONTALHOURHEIGHT

OF/CI

OFFOF/OI

OPPOSHA

PERFPERIMPERPPLAMPLMBPLYWDPREFABPREPPROJPSIPTN

QCQTY

RRCPREQREQDRFIRHRRM

SSCHEDSECTSFSIMSSSUP

TEMPTHKTHRESTHRUTOPOTYP

UCULUNO

VCTVERTVESTVIF

WWW/W/OWDWDW

QUALITY CONTROLQUANTITY

RADIUSREFLECTED CEILING PLANREQUIREREQUIREDREQUEST FOR INFORMATIONRIGHT HAND REVERSEROOM

SOUTHSCHEDULESECTIONSQUARE FOOT (FEET)SIMILARSTAINLESSSUPPLEMENTARY

TEMPORARYTHICKTHRESHOLDTHROUGHTOPOGRAPHYTYPICAL

UNDERCUTUNDERWRITERS LABORATORIESUNLESS NOTED OTHERWISE

VINYL COMPOSITION TILEVERTICALVESTIBULEVERIFY IN FIELD

WESTWIDEWITHWITHOUTWOODWINDOW

ANNOTATION SYMBOLS

SECTION SYMBOL

SHEETNUMBER

DRAWINGNUMBER

DRAWING TITLE

ELEVATION SYMBOL

DETAIL SYMBOL

NORTH ARROW

REVISION CLOUDAND NUMBER

A1011DRAWINGNUMBER

SHEETNUMBER

FINISH TAG WINDOW SYMBOL ITEM TAG

1 View Name1/8" = 1'-0"A101

INDICATESDETAIL NUMBER

INDICATES SHEETDETAIL IS DRAWN

A88888

1

101- -DOOR NUMBER NEW DOOR EXISTING DOOR

1t 1t 1t

PLAN NOTE

PARTITION TYPE CEILING HEIGHTELEVATION INDICATOR

1

88 1'-0"

STRUCTURAL GRID BREAK LINE LIGHTING TAGAA 1t

CENTERLINEALIGN WITHESTABLISHESELEMENT

N

ALIGN

ROOM NAMERoom name

101

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

As indicated 10/2

8/20

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A0.04

ABBRV., SYMBS., GEN. MT. HTS.,GUIDELINES & RESPONSIBILITY

SCHEDULE


CheckerAuthor

07-16-201413-364


Revisions


2 ISSUE FOR BID 10-22-2014

ITEMPROVIDED BY INSTALLED BY

NOTESOWNER GC KEC OWNER GC KEC

INTERIOR DESIGN ITEMS-FURNITURESEE FURNITURE SCHEDULE A1.31& A1.32 X X PURCHASED BY OWNER THROUGH BEYER BROWN. INSTALLED BY BEYER BROWN.

INTERIOR DESIGN ITEMS-FIXTURE & ACCESSORYSEE FIXTURE & ACCESSORY SCHEDULEA4.07

X X

INTERIOR DESIGN ITEMS-FINISHESSEE FINISH SCHEDULE A1.21 X X PROVIDED BY GC U.O.N. REFER TO FINISH SCHEDULE ON A1.21

KITCHEN EQUIPMENTSEE KEC DRAWINGS X X X GC TO PROVIDE FINAL HOOKUPS

LIGHTING-FIXTURESSEE FIXTURE SCHEDULE A1.11 & A1.12 X X ARCHITECTURAL LIGHTING PURCHASED BY OWNER THROUGH LIGHTING ENVIRONMENTS.

SPECIALTY DECORATIVE FIXTURES PURCHASED BY OWNER THROUGH BEYER BROWN. ALLFIXTURES INSTALLED BY GC.

LIGHTING-CONTROLSTIME OF DAY & MOOD SETTINGS X X

AUDIO/VISUAL SYSTEMSPEAKERS X X COORDINATE WITH ELECTRICAL CONSULTANT AND GCCONDUIT TO DEVICES X X COORDINATE WITH ELECTRICAL CONSULTANT AND GCWIRING TO DEVICES X X COORDINATE WITH ELECTRICAL CONSULTANT AND GC

SIGNS/AWNINGSPLAQUES W/ NAMES X X

ARTWORKINTERIOR ARTWORK X X COORDINATED WITH STREETSENSE INTERIOR ARCHITECTURE & BROCOLOCOEXTERIOR ARTWORK X X COORDINATED WITH STREETSENSE ARCHITECTURE & GRAPHICS

MECHANICAL/PLUMBINGHOODS X X GC TO PROVIDE FINAL HOOKUPSMUA UNITS X XEXAUST FANS X X

RESPONSIBILITY SCHEDULE

2

TYPE A - FULL HEIGHT PARTITIONTYPE STUD SIZE PART. WIDTH FIRE RATING STC RATING SOUND ATTEN. SIDE A. GWB. SIDE B GWB.

A1 2 1/2" 3 3/4" N/A 39 5/8"

A3 3 5/8" 4 7/8" N/A 39A4 3 5/8" 4 7/8" N/A 45

N/A

N/A3 1/2"

5/8"5/8"

5/8"

5/8"5/8"

UNDERSIDE OF STRUCTURE

MTL TRACK, AS SCHED.

GWB , AS SCHED.

MTL STUD, AS SCHED.


CONT. SEALANT (EACH SIDE)


CEILING, AS SCHED.

SIDE "A" SIDE "B"

BASE

PLAN

HEA

D

TOP OF STRUCTURE

BRACE BACK TOSTRUCTURE AS

NECESSARY

INSULATION, AS SCHED.

A5 6" 7 1/4" N/A 39 N/A 5/8"5/8"A6 6" 7 1/4" N/A 47 5 1/2" 5/8"5/8"

A2 2 1/2" 3 3/4" N/A 43 5/8"2 1/2" 5/8"

1/4"

FINISH , AS SCHED.

BASE, AS SCHED.

FINISH FLOOR, AS SCHED.

1/4"

TYPE B - FULL HEIGHT PARTITIONTYPE STUD SIZE PART. WIDTH FIRE RATING STC RATING SOUND ATTEN. SIDE A. GWB. SIDE B GWB.

B1 2 1/2" 3 3/4" N/A N/A 5/8"

B3 3 5/8" 4 7/8" N/A N/A

B5 6" 7 1/4" N/A N/A

N/A

N/A

N/A

5/8"

5/8"

5/8"

5/8"

5/8"



GWB, AS SCHED.

MTL STUD, AS SCHED.


CEILING, AS SCHED.

SIDE "A" SIDE "B"

BASE

PLAN

HEA

D

TOP OF STRUCTURE

BRACE BACK TOSTRUCTURE AS

NECESSARY

4" M

IN.

B6 6" 7 1/4" N/A -- 5 1/2" 5/8"5/8"

B4 3 5/8" 4 7/8" N/A -- 3 1/2" 5/8"5/8"

B2 2 1/2" 3 3/4" N/A -- 5/8"2 1/2" 5/8"



FINISH, AS SCHED.


BASE, AS SCHED.

1/4"

TYPE C - FURRED PARTITIONTYPE STUD SIZE PART. WIDTH FIRE RATING STC RATING SOUND ATTEN. SIDE A. GWB. SIDE B GWB.

C1C2

2 1/2" 3 1/4" N/A N/A3 5/8" 4 1/4" N/A N/A

N/AN/A

5/8"5/8"

N/AN/A



GWB, AS SCHED.; U.N.O.

MTL STUD, AS SCHED.


CEILING, AS SCHED.

SIDE "A" SIDE "B"

BASE

PLAN

HEA

D

TOP OF STRUCTURE

C3 6" 6 5/8" N/A N/A N/A 5/8"N/A

EXISTING PARTITIONOR STRUCTURE


BASE, AS SCHED.

FINISH, AS SCHED.

CONT. SEALANT

CONT. SEALANT

1/4"

1/4"

TYPE D - FURRED PARTITIONTYPE STUD SIZE PART. WIDTH FIRE RATING STC RATING SOUND ATTEN. SIDE A. GWB. SIDE B GWB.

D1D2

7/8" 1 1/2" N/A N/A1 1/2 3 1/8" N/A N/A

N/AN/A

5/8"5/8"

N/AN/A


GWB, AS SCHED.

MTL HAT CHANNEL, AS SCHED.

CEILING, AS SCHED.

SIDE "A" SIDE "B"

BASE

PLAN

HEA

D

TOP OF STRUCTURE

EXISTING PARTITIONOR STRUCTURE


BASE, AS SCHED.

FINISH, AS SCHED.

CONT. SEALANT

1/4"

1/4"

TYPE E & F - FIRE RATED PARTITIONSTYPE STUD SIZE PART. WIDTH FIRE RATING STC RATING SOUND ATTEN. SIDE A. GWB. SIDE B GWB.

E1 2 1/2" 3 3/4" 1 HR N/AE2 3 5/8" 4 7/8" 1 HR N/AE3 6" 7 1/4" 1 HR N/A

N/AN/AN/A

5/8" TYPE C5/8" TYPE C5/8" TYPE C

5/8" TYPE C5/8" TYPE C5/8" TYPE C


MTL. TRACK, AS SCHED.

GWB, AS SCHED.

MTL STUD, AS SCHED.


CONT. SEALANT (FIRE RATED)

CONT. SEALANT (FIRE RATED)

CEILING, AS SCHED.

SIDE "A" SIDE "B"

BASE

PLAN

HEA

D

TOP OF STRUCTURE

NOTE: DESIGN BASIS - UL# 419



BASE, AS SCHED.

F3 6" 9 1/2" 2 HR N/A N/AF2 3 5/8" 6 1/8" 2 HR N/A N/AF1 2 1/2" 5" 2 HR N/A N/A (2) 5/8" TYPE C (2) 5/8" TYPE C

(2) 5/8" TYPE C(2) 5/8" TYPE C

(2) 5/8" TYPE C (2) 5/8" TYPE C(2) 5/8" TYPE C

FINISH, AS SCHED.

1/4"

1/4"

1/4"

1/4"

TYPE G - PARTIAL HEIGHT PARTITIONTYPE STUD SIZE PART. WIDTH FIRE RATING STC RATING SOUND ATTEN. SIDE A. GWB. SIDE B GWB.

G1G2

3 5/8" 4 7/8" N/A N/A6" 7 1/4" N/A N/A

N/AN/A

5/8"5/8"

5/8"5/8"


GWB, AS SCHED.

2" X 3" X 1/4" STEEL TUBEWELDED TO A 4" X 5" X 1/2"PLATE, ATTACHED TOCONCRETE SLAB WITH (4)HILTI HAS-SUPER RODS 1/2"DIAMETER, IN HY 150 MAXADHESIVE, 3" EMBEDMENT.


SIDE "A" SIDE "B"

BASE

PLAN

HEA

D

TOP OF STRUCTURE

FRT BLOCKING

STEEL SUPPORTPOST @ 36" O.C.

5"

1"

1"

1"

4"


BASE, AS SCHED.

SEE

ELEV

.

1. METAL STUD FRAMING SHALL CONFORM TO ASTMC754 AND SSMA.

2. ALL STUDS ARE 3-5/8" 20 GAUGE MIN., UNLESSOTHERWISE NOTED.

3. ALL SHEATHING BEHIND TILES TO BE 5/8" DUROCK.

4. ALL SHEATHING BEHIND FRP TO BE 5/8" PLYWOODFIRST 18" BEING 5/8" DUROCK.

5. ALL SHEATHING BEHIND PAINTED SURFACES TO BE5/8" GYPSUM BOARD.

6. REFER TO FINISH PLANS & ELEVATIONS FOR APPLIEDFINISHES TO BASE PARTITIONS.

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

3" = 1'-0" 10/2

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A0.05

PARTITION TYPES


CheckerAuthor

07-16-201413-364


Revisions


A B DC E

HGF I

SEE SCHEDULE

SEE

SCH

EDU

LE

SEE SCHEDULE

SEE

SCH

EDU

LE

SEE SCHEDULE

SEE

SCH

EDU

LE

SEE

SCH

EDU

LESEE SCHEDULE

SEE

SCH

EDU

LE

SEE SCHEDULE

J

A

SEE

SCH

EDU

LE

SEE SCHEDULE

B

SEE

SCH

EDU

LE

SEE SCHEDULE

SEE

SCH

EDU

LE

SEE SCHEDULE

SEE

SCH

EDU

LE

SEE SCHEDULE

C

SEE SCHEDULE

SEE

SCH

EDU

LESE

E SC

HED

ULE

SEE SCHEDULE

D

SEE SCHEDULE

SEE

SCH

EDU

LE

SEE SCHEDULE

SEE

SCH

EDU

LE

SEE SCHEDULE

SEE

SCH

EDU

LE

E

SEE SCHEDULE

SEE

SCH

EDU

LE

STEEL FRAME

GYPSUM WALLBOARD; SEEPARTITION TYPES

DOUBLE METAL STUD HEADER

2"

5/8"

2"

VARIES. SEE PARTITION TYPE

1 7/8"

2" (VARIES; SEE PARTITION TYPES)

STEEL FRAME

GYPSUM WALLBOARD; SEEPARTITION TYPES

STEEL STUDS IN BOXCONFIGURATION

WALL ANCHORSEALANT; BOTH SIDES

1 7/

8"2"2"

(VAR

IES)

5/8"2"

VAR

IES

SEE

PAR

TITI

ON

TYP

E

SEE

PAR

TITI

ON

TYP

E

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

As indicated 10/2

8/20

14 4

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41 P

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PM

A0.06

DOOR SCHEDULES


CheckerAuthor

07-16-201413-364


DOOR SCHEDULE

DOOR TYPES

STANDARD DOOR HEAD AND JAMB DETAILS

NOTE:SEE DETAILS 1 & 2 ON SHEET A0.6 FOR STEEL FRAME DOOR HEAD AND JAMB DETAILS.SEE DETAILS 3 & 4 ON SHEET A0.6 FOR WOOD FRAME DOOR HEAD AND JAMB DETAILS.SEE CONSULTANT DRAWINGS FOR DOOR UNDERCUTTING REQUIREMENTS, 1/2" MINIMUM TO BE PROVIDED FOR FLOORING CLEARANCES.ALL WOOD DOORS TO BE CONSTRUCTED OF MAHOGANY WOOD SPECIES.

FINISH:ALL DOOR HARDWARE AND ACCESSORIES SHALL BE SATIN STAINLESS STEEL FINISH UNLESS NOTED OTHERWISE.

HARDWARE:ALL HINGES TO BE BEARING TYPE. ALL HARDWARE TO BE LEVERS, HAVING AN OBVIOUS METHOD OF OPERATION UNDER ALL LIGHTING CONDITIONS. THE RELEASING MECHANISM SHALL OPEN THE DOOR WITH NOT MORE THAN ONERELEASING OPERATION PER NFPA 101 (2003 7.2.15.9.2)

DOOR HARDWARE SCHEDULE

3" = 1'-0"1 Door Head - Steel - Frame1

3" = 1'-0"2 Door Jamb - Steel - Frame1

DOOR HARDWARE

Item Quantity Manufacturer Model No. Finish Remarks

H1-Entry Door3 PR. BUTT HINGES 1PANIC HARDWARE LOCKSET 1OVERHEAD CLOSER 1SILENCERS 1WALL DOOR STOP 1WEATHER STRIPPING 1KICK PLATE 1DOOR SWEEP 1PULL BAR 1

H2-Exterior Folding DoorHINGES 1LATCH BOLTS 1THRESHOLD 1WEATHER STRIPPING 1DOOR SWEEP 1

H3-Patio Door3 PR. BUTT HINGES 1PANIC HARDWARE LOCKSET 1OVERHEAD CLOSER 1SILENCER 1KICK PLATE 1DOOR STOP 1

H4-Dishwash3 PR. BUTT HINGES 1KICK PLATES 2OVERHEAD CLOSER 1SILENCER 1WALL STOP HOLDER 1

H5-Restroom3 PR. BUTT HINGES 1PRIVACY LOCKSET 1OVERHEAD CLOSER 1SILENCER 1KICK PLATE 1DOOR STOP 1

H6-Storage3 PR. BUTT HINGES 1STOREROOM LOCKSET 1DOOR STOP 1SILENCER 1KICK PLATE 1

H7-Stair DoorsWEATHER STRIPPING 1 1-1/2 HR RATED3 PR. BUTT HINGES 1 1-1/2 HR RATEDDOOR STOP 1KICK PLATE 1OVERHEAD CLOSER 1 1-1/2 HR RATEDPANIC HARDWARE LOCKSET 1 1-1/2 HR RATED3 PR. BUTT HINGES 1 1-1/2 HR RATEDTHRESHOLD 1 1-1/2 HR RATED

H8-Rear Exit (EXISTING)1-1/2 PR. BUTT HINGES 1PANIC HARDWARE LOCKSET 1OVERHEAD CLOSER 1SILENCERS 1WALL DOOR STOP 1WEATHER STRIPPING 1KICK PLATE 1DOOR SWEEP 1

H9-Extr Trash Doors (EXISTING)HEAVY DUTY HINGES 1LATCH BOLTS 1

H10-Flush Lobby Closet DoorCONCEALED PIVOT HINGES 2CONCEALED MAGNETIC PUSHLATCH

2 HEAVY-DUTY TYPE

H11-SLIDING BAR DOORSCEILING MOUNTED TOP TRACK 1FLOOR MOUNTED BOTTOMTRACK

1

TOP AND BOTTOM TRACKWHEELS

4

MARK Door TypeDOOR

FIRE RATINGFRAME

Hardware Set REMARKSWIDTH HEIGHT THICK. MAT'L FINISH TYPE MAT'L FINISH

D-1 3' - 4 1/32" 7' - 10" 0' - 1 3/4" HM PTD HM PTDD-2 8' - 0" 7' - 8" 0' - 2 3/8" HM PTD HM PTDD-3 C 3' - 0" 7' - 10" 0' - 1 3/4" HM PTD HM PTD H3D-4 D 3' - 0" 7' - 0" 0' - 2" HM PTD 1-1/2 HM PTD H4D-5 E 3' - 0" 7' - 0" 0' - 2" HM PTD 1-1/2 HM PTD H5D-6 E 2' - 6" 7' - 0" 0' - 2" HM PTD HM PTD H5D-7 E 2' - 0" 7' - 0" 0' - 2" HM PTD HM PTD H6D-8 E 3' - 0" 7' - 0" 0' - 2" HM PTD 1-1/2 HM PTD H7D-9 E 2' - 6" 7' - 0" 0' - 2" HM PTD HM PTD H6D-10 E 3' - 0" 7' - 0" 0' - 2" HM PTD 1-1/2 HM PTD H7D-11 18' - 0" 9' - 8" 0' - 2 11/32" ALUM PTD ALUM PTD NANA WALLD-12 18' - 0" 9' - 8" 0' - 2 11/32" ALUM PTD ALUM PTD NANA WALLD-13 E 2' - 8" 7' - 0" 0' - 2" HM PTD HM PTD H5D-14 E 3' - 0" 7' - 0" 0' - 2" HM PTD 1-1/2 HM PTD H5D-15 E 3' - 0" 7' - 0" 0' - 2" HM PTD 1-1/2 HM PTD H7D-16 I 3' - 0" 7' - 0" 0' - 2" TBD TBD TBD TBD DOOR INSTALLATION ART COORDINATE WITH BY

BROCOLOCOD-17 J 2' - 6" 7' - 0" 0' - 2" TBD TBD TBD TBD DOOR INSTALLATION ART COORDINATE WITH BROCOLOCOD-18 3' - 8" 9' - 6" 0' - 1 3/4" ALUM MT-4 NONE ALUMINUM DOOR CLAD IN MT-4 ON ALL SIDESED-1 H 3' - 0" 7' - 0" 0' - 2" HM PTD 1-1/2 HM PTD H8ED-2 G 8' - 0" 7' - 0" 0' - 2" STL SELAED STL PTD H9

Revisions



RAISED CHARACTER BRAILLE EXITSIGNAGE IS REQUIRED ADJACENTTO ACCESIBLE EGRESS DOORS(SHEET # A0.04)

1

RAISED CHARACTER BRAILLE EXITSIGNAGE IS REQUIRED ADJACENTTO DOORS TO EGRESS STAIRWAYS(SHEET # A0.04)

2

1

2

B

BB

F

A H1H2 NANA WALL

H2H2

H11NONETBD

TBD

TBD

TBD

EEE

NONEEXISTINGEXISTING

BB

EEE

EEE

ABCD

FRAME TYPES

9' - 8" ..

9' - 8" ..

UP

UP

DN

UP

EXISTING WALL TO REMAIN NEW FULL HEIGHT PARTITION

NEW CMU WALL

FLOOR PLAN LEGEND

1 2 3 4 5 6 7 81.1

A

C

2A3.01

3A3.01

1A3.01

9" 4' - 1 1/4" 7' - 0 1/4" 11' - 6" 14' - 2 1/4" 31' - 2" 14' - 0 3/4" 14' - 1" 16' - 10 1/2"

A6

A6

A1

A1

A1

E2

E2

E2A3B

4' -

2 3/

4"13

' - 3

3/4

"

2A3.02

1A3.02

4A3.01

A2.01 1

A2.01

3

3A3.02

4A7.02

3' - 11 7/8"

A6

3' -

0"10

' - 1

0 1/

8"

5' - 8" 1' - 6"

7 1/4" 7' - 7" 6' - 5 5/8" 5' - 6 5/8" 3' - 3 3/8" 8' - 4" 4' - 7 5/8" 10' - 1 1/4"

5' -

5"

5' -

2 3/

8"8'

- 6"

4' -

9 5/

8"

DINING / BAR101

CORRIDOR102

RESTROOM108

STAIR107

ELEV106

VEST105

RESTROOM104

VEST100


000

DISH / BEV103

STOR109

8' - 1 1/2" 8' - 3 7/8"

2' -

4 7/

8"

1' -

11 5

/8"

4' -

0 5/

8"

D-1

D-4H4 D

D-5H5 E

D-8H7 E

D-6H5 E

D-9H6 E

D-7H6 E

D-2

A7.032

12' - 4 1/8"

A7.013

A7.021

N.I.C.

A4.0719

A4.072

A1H1

H2

A1

C1D1

D1

D1

D1

D1

STORAGE110

2A3.03

1A3.03

A4.00 5

3A5.02

2A5.02

2E3

1 2 3 4 5 6 7 81.1

A

C

2A3.01

1A3.01

A6

A6

E2

B

4' -

2 3/

4"13

' - 3

3/4

"

2A3.02

1A3.02

4A3.01

A2.01

3

A2.012

3A3.02

4' - 1 1/4" 7' - 0 1/4" 11' - 6" 14' - 2 1/4" 31' - 2" 14' - 0 3/4" 14' - 1" 16' - 10 1/2"

VEST202

ELEV203

STAIR204

TRASH205

1' - 4 1/4"

1' -

0 1/

2"3'

- 0

5/8"

4' -

0"5'

- 2

3/8"

67' - 7 3/4" 20' - 0 7/8" 3' - 2" 7' - 11 5/8" 15' - 1 1/4"

18' -

6"

5' -

2 1/

2"8'

- 6"

3' -

10"

5' -

2 1/

2"11

' - 9

1/4

"1'

- 6

3/8"

5' -

0 1/

4"13

' - 5

3/4

"

D-10H7 E ED-1

H8 H

ED-2H9 G

D-11

A7.033

A7.014

A7.022

4' -

11 5

/8"

13' -

6 3

/8"

C1

E1

E3

SUMMER GARDEN206


200


A5.032

G2

D1

2A3.031

A3.03

1' -

0"

2

E3

D1

2

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

1/4" = 1'-0" 10/2

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A1.01

1ST AND 2ND FLOOR PARTITION PLANS


CheckerAuthor

07-16-201413-364


12

1/4" = 1'-0"1 1ST FLOOR - PARTITION PLAN

1/4" = 1'-0"2 2ND FLOOR - PARTITION PLAN

Revisions

# Description Date2 ISSUE FOR BID 10-22-20146 BULLETIN 1 Date 13

UP

1 2 3 4 5 6 7 81.1

A

C

2A3.01

1A3.01

A5

E3

A5

A1

E2

E2

C1

B

2A3.02

1A3.02

4A3.01

A2.01

3

A4.071

3A3.02

A1

SUMMER GARDEN308

DRY STOR / OFC302

CORRIDOR301

RESTROOM303

RESTROOM304

VEST305

ELEV306 STAIR

307

BAR / LOUNGE300

1' - 4 1/2" 4' - 1 1/4" 7' - 0 1/4" 11' - 6" 14' - 2 1/4" 31' - 2" 14' - 0 3/4" 14' - 1" 16' - 10 1/2"

1' - 5 5/8" 38' - 1 7/8" 6' - 4 1/2" 17' - 4 3/4" 3' - 2 5/8" 3' - 1 3/8" 8' - 4" 9' - 0 3/4" 5' - 10 1/8"

4' - 9" 11 5/8"

4' - 11 1/2" 7' - 2 1/4"

5' -

4 1/

2"8'

- 9

1/2"

4' -

5 3/

4"

5' -

4 1/

2"8'

- 6"

3' -

10"

11 1

/4"

5' -

4 3/

8"11

' - 9

1/4

"1'

- 8

3/8"

1' -

4 1/

2"

3' - 5 3/8"

D-15H7 E

D-14H5 E

D-13H5 E

D-12

A7.034

A7.023

A7.015

A5

E1E1

D2

H12

A5.032

A5

E2

G2

2' -

6 1/

2"

D1

D1

D1

E1

2A3.03

1A3.03

4' -

2 3/

4"13

' - 3

3/4

"

4A2.03

2A2.03

4A8.01

4A8.01

2

E3D1

3

D1

3

1 2 3 5 6 7 81.1

A

C

2A3.01

3A3.01

1A3.01

B

1A3.02

4A3.01

3A3.02

4' - 1 1/4" 7' - 0 1/4" 11' - 6" 45' - 4 1/4" 14' - 0 3/4" 14' - 1" 16' - 10 1/2"

1' -

7"

4' - 6 1/2"

A2.031

4' -

2 3/

4"13

' - 3

3/4

"

2A3.031

A3.03

4A8.01

SIM

A8.001

EXISTING WALL TO REMAIN NEW FULL HEIGHT PARTITION

NEW CMU WALL

FLOOR PLAN LEGEND

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

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A1.02

3RD FLOOR PARTITION PLAN AND ROOFPLAN


CheckerAuthor

07-16-201413-364


1/4" = 1'-0"1 3RD FLOOR - PARTITION PLAN

1/4" = 1'-0"2 ROOF PLAN

Revisions


2 ISSUE FOR BID 10-22-20143 ISSUANCE 3 Date 3

RCP LEGEND

GYPSUM BOARD CONCRETE

ACCOUSTICAL GYP CEILING EXPOSED

2x4 ACT

1 2 3 4 5 6 7 81.1

A

C

B

8' - 0"

10' - 0"

F13 F13

1' -

11"

1' - 3"

4' - 4 1/2" 5' - 6" 5' - 7 1/2" 5' - 7 1/2" 5' - 6"

5' - 6" 6' - 0" 6' - 0" 5' - 6"

3' -

6"

F2 F2 F2 F2 F2

F2 F2 F2 F2 F2

?

F19

F14

F27

F14

F13F13F13

F17

F26 F26

F28

3' - 0"EQ EQ EQ EQ

10' - 0"

4' - 4 5/8"4' - 2 1/2"

7' - 6"F2 F2 F2F2

F2 F2 F2 F2 F2

F2 F2 F2

F2F2F2F2F2

P-2

P-2

P-2

P-2F11 F11 F11 F11 F11

EQ EQ EQ EQ8" 1' - 0 3/8"

1' -

6"1'

- 6"

EQEQ

EQ EQ EQ EQ

5' - 8"F6

F6

1' - 6"

EQEQ

F5

F5

F5 F5

F5

F5 F5

F5

F5 F5

F5

F5 F5

F5

F5

41' - 2"

EXPOSED

P-2

BLACK METALDUCT

P-2

ACT-1

F21 F21 F21 F21 F21 F21 F21 F21 F21 F21

GYP-1

SHELVING ABOVE

2' -

0"

2' - 0 1/4"GYP-2

GYP-2

1 2 3 4 5 6 7 81.1

A

C

B

F1 F1 F1

F2 F2 F2 F2F2 F2

F4

F4

9' - 10"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

9' - 10"

8' -

2 1/

4"3'

- 1"

7' -

2 1/

2"

9' - 7 1/4"6' - 0" 6' - 6" 6' - 6" 6' - 6" 6' - 6" 6' - 0" 2' - 4 5/8"4' - 0" EQ EQ EQ EQ 4' - 4 5/8"

F13 F13

F2

F3 F3

F3 F3

F2 F2 F2 F2 F2 F2

EQEQ

4' - 5 1/2" 3' - 6 1/2"

F15

9" 6' - 3" 6' - 9" 6' - 9" 7' - 0" 6' - 9" 6' - 3" 7' - 0"

5' -

2 3/

8"

1' -

5 1/

2"

1' - 9 7/8"

F13

P-2

P-2

P-2

P-2

P-2

P-2

P-2

4' -

0"

F14

F14

F14F2F2 F2 F2 F2 F2 F2 F2

F22 F22 F22

F23 F23 F23 F23 F23

F23 F23 F23 F23

F1 F1

F23

F24 F27

F28

EQ EQ

EQEQ

9' - 10"

2-HR SHAFTWALL@ UNDERSIDE OFSTAIR TOMAINTAINENCLOSURERATING

F4

P-2

F12F12 F12 F12 F12 F12

F9F9 F9

F9F9 F9

F9

6' - 9" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"

2' -

8"

3' - 11 1/2" 5' - 9 1/4" 8' - 4" 6' - 8" 8' - 7" 6' - 4 1/2" 5' - 8"

2' -

3"

EQ EQ EQ EQ2' - 4 1/2"

F5

F5

F5

F5

F5

F5 F5

F5

F5 F5

F5

F5 F5

F5

F5F16 F16 F16 F16 F16 F16 F16 F16 F16 F16 F16 F16

9' - 10"

8" 1' - 0 3/8"EQ EQ EQ EQ

1' -

6"1'

- 6"

1' -

6"

F20 F20 F20 F20

2' -

2"

41' - 2"

EXPOSED

P-2

BLACK METALDUCT

ACT-1GYP-1

GYP-1

GYP-1

EXPOSED

EXPOSED

1' -

1 1/

4"

GYP-2

GYP-2

GYP-2

GYP-2

F8

F21 F21 F21 F21

6' - 3"

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

1/4" = 1'-0" 10/2

8/20

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4:3

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PM

A1.11

1ST & 2ND REFLECTED CEILING PLANS


CheckerAuthor

07-16-201413-364


LIGHTING FIXTURE SCHEDULE

1/4" = 1'-0"2 2nd FLOOR RCP

1/4" = 1'-0"1 1st FLOOR RCP

TypeMark Count Description Manufacturer Model Lamp

LampQuantity

LampWattage

Total Wattage perType

MountingHeight Comments Provided Installed

F1 5 ADJUSTABLE DIMMABLE DOWNLIGHT LUCIFER LIGHTING CO DL5ZP-NC-W-(CEILING THICKENESS)-950 7-27-2-/DH-ZF-(CEILING THICKNESS)-(POWERSUPPLY)

LED 1 16 80 GC / LIGHTINGENVIRONMENTS

GC

F2 1 RECESSED LED DOWNLIGHT LUCIFER LIGHTING CO DL1Z9-NC-W-(CEILING THICKENSS)-9507-27-3/DH-NC-ZF(CEILINGTHICKNESS)-9507-(DIMMING POWER SUPPLY)

LED 0



GC

F3 6 RECESSED T-BAR FIXTURE ECLAIRAGE AXIS LIGHTING DAYF-24-S-T5-(LAMP#)-W-UNV-ERS-(CIRCUITS)-(CEILING TYPE) TBD 3 28 504 GC / LIGHTINGENVIRONMENTS

GC



GC

F5 45 DECORATIVE CEILING STRING LIGHTS TOKISTAR EXBK-24-WW-2-C LED 13 0.48 280.8 PROCUREMENT AGENCY GCF6 2 RECESSED LINEAR LIGHTING 0 23 LF w/ LENS GC / LIGHTING

ENVIRONMENTSGC

F7 7 CEILING MOUNT CAGE PENDANT CUSTOM PENDANT WITH CUSTOM CAGE AROUND LIGHT LED 1 9 63 PROCUREMENT AGENCY GCF8 1 LARGE RING PENDANT DELRAY LIGHTING CUSTOM - CYLINDRO II DECO LED LED 1 72 72 GC / LIGHTING

ENVIRONMENTSGC

F9 7 BUOY CUSTOM CHANDELIER 36 BULB CUSTOM 15" DIAMETER CUSTOM ROUND NET PENDANT WITH APPROXIMATELY (36) 1 WATT LEDS LED 36 1 252 9" DIAMETER PROCUREMENT AGENCY GCF10 3 GLOW PANELS BROCOLOCO CUSTOM BY BROCOLOCO LED 175.5 9 4738.5 9W / SF BROCOLOCO BROCOLOCOF11 5 CRAB CAGE PENDANTS CUSTOM CUSTOM FIXTURE LED 2 5 50 PROCUREMENT AGENCY GCF12 6 DECORATIVE PENDANT CUSTOM CUSTOM LED 1 20 120 22" DIAMETER PROCUREMENT AGENCY GCF13 10 LINEAR STRIP LIGHT Q-TRAN iQ-54-WW-50-4.4 LED 144 4.4 6336 179 LF GC / LIGHTING

ENVIRONMENTSGC

F14 7 STAIR LIGHTS PRUDENTIAL LIGHTING WAL14-WFA-(LAMPING)-4-TMW-(CIRCUITS)-UNV-WM-(EMERGENCY BATTERY) T5 2 28 392 GC / LIGHTINGENVIRONMENTS

GC

F15 3 RESTROOM MIRRORS FOUNDATION HOSPITALITY BLAKE 5127 LED / 3000K 1 12 36 PROCUREMENT AGENCY GCF16 12 BAR PENDANTS CUSTOM CUSTOM FIXTURE DOUBLE BARE BULB - CEILING MOUNTWITH (2) SMALL LED GLOBES PER

FIXTURE ON STEMLED 1 8 96 PROCUREMENT AGENCY GC

F17 3 LINEAR STRIP LIGHT Q-TRAN iQ-54-WW-50-4.4 LED 251 4.4 3313.2 GC / LIGHTINGENVIRONMENTS

GC

F18 1 LINEAR STRIP LIGHT TOKISTAR TLX-NW LED 83 4 332 72 LF GC / LIGHTINGENVIRONMENTS

GC

F19 3 LED LINEAR STAIR LIGHT INSIGHT LIGHTING PL-27K-7-HM-(LENGTH)-REM-MBL-WL LED 79 4 948 GC / LIGHTINGENVIRONMENTS

GC

F20 4 STEP LIGHT BEGA 2794LED BLACK LED 1 2.8 11.2 GC / LIGHTINGENVIRONMENTS

GC

F21 13 CANOPY MOUNT PENDANT - SMALL MP LIGHTING L96 C1 LED 0 GC / LIGHTINGENVIRONMENTS

GC

F22 3 PATIO FAN MONTE CARLO VISION CEILING FAN LED 1 17 51 PROCUREMENT AGENCY GCF23 10 OUTDOOR LED PENDANT DOWNLIGHT B-K LIGHTING RM-LED-e36-MF2-A2-BZP-12-C LED 1 8 80 GC / LIGHTING

ENVIRONMENTSGC

F24 1 EXTERIOR DOOR LIGHT BEGA 6655LED.537-BLACK LED 1 4.5 4.5 GC / LIGHTINGENVIRONMENTS

GC

F25 1 EXTERIOR CAGE LIGHT ILIGHT TECHNOLOGIES HYPNOTICA iS COLOR CHANGING SERIES LED 1 5.76 5.76 GC / LIGHTINGENVIRONMENTS

GC

F26 7 EXTERIOR LINEAR FLOODLIGHTS BEGA 7917LED LED 1 20 140 GC / LIGHTINGENVIRONMENTS

GC

F27 2 UTILITY LIGHT COLUMBIA S1-1T5-04’-SAL-UNV-SUR-X3 T5 2 28 112 GC / LIGHTINGENVIRONMENTS

GC

F28 3 ELEVATOR LIGHT TBD TBD T8 3 32 288 GC GC242 19441.96

1. SEE ENGINEERING DRAWINGS FORADDITIONAL INFORMATION

2. ALL CEILING TRIM, DIFFUSERS, ANDRETURNS SHALL BE PAINTED TOMATCH ADJACENT CEILING FINISH

3. ALL EXPOSED CEILINGS TO BE PAINTEDPT-2

3. BULKHEAD FACES TO BE FINISHED INSHEET ROCK, U.O.N., AND PAINTED TOMATCH ADJACENT WALL IN SATINFINISH.

4. ALL LIGHT FIXUTRES IN CEILING TILE TOBE CENTERED ON TILE, U.O.N. WHEREONLY ONE DIMENSION IS GIVEN, LOCATEFIXTURE AS SHOWN AND CENTER ON TILEIN OTHER DIRECTION.

Revisions


RCP LEGEND

GYPSUM BOARD CONCRETE

ACCOUSTICAL GYP CEILING EXPOSED

2x4 ACT

1 2 3 4 5 6 7 81.1

A

C

B

F2 F2

F4F4

9' - 0"

9' - 10"

9' - 0"

7' - 9" 9' - 0"

9' - 0"

9' - 10"

2' - 0 7/8"2' - 4 3/8"

EQ EQ

F2

EQ EQ

3' -

3 3/

4"

EQEQ

F3

F3

F13F13

3' - 11 7/8"EQ EQ EQ

1' - 10"

3' -

6 1/

2"

F15

F14

2' - 6"

F10 F10

F10

F2 F2 F2 F2

F19

F18

F14F26 F26 F26 F26 F26

F2 F2 F2

F2 F2 F2

3' - 1" EQ EQ

4' - 3" 4' - 3"

F2 F2 F2 F2

F25

F28

P-2

6' - 5" 4' - 0" 4' - 0" 4' - 0"

F7 F7 F7 F7

4' -

1 1/

4"3"

F7

F7

4' - 0"

8" 1' - 6" 1' - 6" 1' - 6" 1' - 6"1' - 0 3/8"

10 3

/8"

1' -

6"1'

- 6"

F5

F5

F5 F5

F5

F5 F5

F5

F5 F5

F5

F5 F5

F5

F5

P-6

P-6

P-6

11' - 2 15/16"

EXPOSED

41' - 2"

P-2

P-2

P-2

BLACK METALDUCT

ACT-1F21 F21 F21 F21

GYP-1

EXPOSED EXPOSED

EXPOSED

F21

EXPOSED

GYP-2

Date

Drawn ByManaged By

Project #


approved by me, and that I am a duly licensed professionalarchitect under the laws of the State of Maryland.

License No: 14945 Exp. Date: 03/01/2013

Scale:

# DateDescription

4600 East West HighwaySuite 800


301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL


approved by me, and that I am a duly licensed professionalarchitect under the laws of the State of Oaklahoma.


1/4" = 1'-0" 10/2

8/20

14 4

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4:3

1:01

PM

A1.12

3RD FLOOR REFLECTED CEILING PLAN


CheckerAuthor

07-16-201413-364


1/4" = 1'-0"1 3RD FLOOR RCP

TypeMark Count Description Manufacturer Model Lamp

LampQuantity

LampWattage

Total Wattage perType

MountingHeight Comments Provided Installed

F1 5 ADJUSTABLE DIMMABLE DOWNLIGHT LUCIFER LIGHTING CO DL5ZP-NC-W-(CEILING THICKENESS)-950 7-27-2-/DH-ZF-(CEILING THICKNESS)-(POWERSUPPLY)


GC


LED 0



GC

F3 6 RECESSED T-BAR FIXTURE ECLAIRAGE AXIS LIGHTING DAYF-24-S-T5-(LAMP#)-W-UNV-ERS-(CIRCUITS)-(CEILING TYPE) TBD 3 28 504 GC / LIGHTINGENVIRONMENTS

GC



GC

F5 45 DECORATIVE CEILING STRING LIGHTS TOKISTAR EXBK-24-WW-2-C LED 13 0.48 280.8 PROCUREMENT AGENCY GCF6 2 RECESSED LINEAR LIGHTING 0 23 LF w/ LENS GC / LIGHTING

ENVIRONMENTSGC

F7 7 CEILING MOUNT CAGE PENDANT CUSTOM PENDANT WITH CUSTOM CAGE AROUND LIGHT LED 1 9 63 PROCUREMENT AGENCY GCF8 1 LARGE RING PENDANT DELRAY LIGHTING CUSTOM - CYLINDRO II DECO LED LED 1 72 72 GC / LIGHTING

ENVIRONMENTSGC

F9 7 BUOY CUSTOM CHANDELIER 36 BULB CUSTOM 15" DIAMETER CUSTOM ROUND NET PENDANT WITH APPROXIMATELY (36) 1 WATT LEDS LED 36 1 252 9" DIAMETER PROCUREMENT AGENCY GCF10 3 GLOW PANELS BROCOLOCO CUSTOM BY BROCOLOCO LED 175.5 9 4738.5 9W / SF BROCOLOCO BROCOLOCOF11 5 CRAB CAGE PENDANTS CUSTOM CUSTOM FIXTURE LED 2 5 50 PROCUREMENT AGENCY GCF12 6 DECORATIVE PENDANT CUSTOM CUSTOM LED 1 20 120 22" DIAMETER PROCUREMENT AGENCY GCF13 10 LINEAR STRIP LIGHT Q-TRAN iQ-54-WW-50-4.4 LED 144 4.4 6336 179 LF GC / LIGHTING

ENVIRONMENTSGC

F14 7 STAIR LIGHTS PRUDENTIAL LIGHTING WAL14-WFA-(LAMPING)-4-TMW-(CIRCUITS)-UNV-WM-(EMERGENCY BATTERY) T5 2 28 392 GC / LIGHTINGENVIRONMENTS

GC

F15 3 RESTROOM MIRRORS FOUNDATION HOSPITALITY BLAKE 5127 LED / 3000K 1 12 36 PROCUREMENT AGENCY GCF16 12 BAR PENDANTS CUSTOM CUSTOM FIXTURE DOUBLE BARE BULB - CEILING MOUNTWITH (2) SMALL LED GLOBES PER

FIXTURE ON STEMLED 1 8 96 PROCUREMENT AGENCY GC

F17 3 LINEAR STRIP LIGHT Q-TRAN iQ-54-WW-50-4.4 LED 251 4.4 3313.2 GC / LIGHTINGENVIRONMENTS

GC

F18 1 LINEAR STRIP LIGHT TOKISTAR TLX-NW LED 83 4 332 72 LF GC / LIGHTINGENVIRONMENTS

GC

F19 3 LED LINEAR STAIR LIGHT INSIGHT LIGHTING PL-27K-7-HM-(LENGTH)-REM-MBL-WL LED 79 4 948 GC / LIGHTINGENVIRONMENTS

GC

F20 4 STEP LIGHT BEGA 2794LED BLACK LED 1 2.8 11.2 GC / LIGHTINGENVIRONMENTS

GC

F21 13 CANOPY MOUNT PENDANT - SMALL MP LIGHTING L96 C1 LED 0 GC / LIGHTINGENVIRONMENTS

GC

F22 3 PATIO FAN MONTE CARLO VISION CEILING FAN LED 1 17 51 PROCUREMENT AGENCY GCF23 10 OUTDOOR LED PENDANT DOWNLIGHT B-K LIGHTING RM-LED-e36-MF2-A2-BZP-12-C LED 1 8 80 GC / LIGHTING

ENVIRONMENTSGC

F24 1 EXTERIOR DOOR LIGHT BEGA 6655LED.537-BLACK LED 1 4.5 4.5 GC / LIGHTINGENVIRONMENTS

GC

F25 1 EXTERIOR CAGE LIGHT ILIGHT TECHNOLOGIES HYPNOTICA iS COLOR CHANGING SERIES LED 1 5.76 5.76 GC / LIGHTINGENVIRONMENTS

GC

F26 7 EXTERIOR LINEAR FLOODLIGHTS BEGA 7917LED LED 1 20 140 GC / LIGHTINGENVIRONMENTS

GC

F27 2 UTILITY LIGHT COLUMBIA S1-1T5-04’-SAL-UNV-SUR-X3 T5 2 28 112 GC / LIGHTINGENVIRONMENTS

GC

F28 3 ELEVATOR LIGHT TBD TBD T8 3 32 288 GC GC242 19441.96

1. SEE ENGINEERING DRAWINGS FORADDITIONAL INFORMATION

2. ALL CEILING TRIM, DIFFUSERS, ANDRETURNS SHALL BE PAINTED TOMATCH ADJACENT CEILING FINISH

3. ALL EXPOSED CEILINGS TO BE PAINTEDPT-2

3. BULKHEAD FACES TO BE FINISHED INSHEET ROCK, U.O.N., AND PAINTED TOMATCH ADJACENT WALL IN SATINFINISH.

4. ALL LIGHT FIXUTRES IN CEILING TILE TOBE CENTERED ON TILE, U.O.N. WHEREONLY ONE DIMENSION IS GIVEN, LOCATEFIXTURE AS SHOWN AND CENTER ON TILEIN OTHER DIRECTION.

LIGHTING FIXTURE SCHEDULE

FINISH PLAN LEGEND

EXPOSED CONCRETE PLAID TILE

SEALED CONCRETE CONCRETE HEX TILE

RESTROOM PORCELAIN TILE PORCELAIN TILE

ELEVATOR TILE QUARRY TILE

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

1/4" = 1'-0" 10/2

8/20

14 4

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1:02

PM

A1.21

FINISH SCHEDULE


CheckerAuthor

07-16-201413-364


Finish Tag Description Manufacturer Manufacturer No. Color Type Comments Location Provided By Installed By

03330 - ARCHITECTURAL CONCRETECF-1 SEALED CONCRETE FLOORING SHERWIN WILLIAMS BILL RAINS / 301.351.4257 / [email protected] CLEAR TBD CLEAR LOW GLOSS TO MATTE SEALER / APPROPRIATE

FOR HEAVY TRAFFIC1ST FLOOR GC GC

05700 - METALMT-1 STAINLESS STEEL BY OTHERS BY OTHERS SILVER BY OTHERS BY KEC 2ND FLOOR KITCHEN GC GCMT-2 COLD ROLLED STEEL - FAUX BRONZE DELFORM STUDIOS DEBBY BOWEN / 201.438.3915 / [email protected] COLD ROLLED STEEL - FAUX BRONZE, #4 RAINBOW OBSIDIAN FINISH,

CLEAR SATIN LACQUER5' x 10' SHEETS FEILD METAL, TO MATCH CONTROL SAMPLE 1ST, 2ND & 3RD FLOORS GC GC

MT-3 COLD ROLLED STEEL - FAUX BRONZE DELFORM STUDIOS DEBBY BOWEN / 201.438.3915 / [email protected] COLD ROLLED STEEL - FAUX BRONZE, #4 RAINBOW OBSIDIAN FINISH,CLEAR SATIN LACQUER

5' x 10' SHEETS AT HANDRAILS AND STAIRS, TO MATCH CONTROL SAMPLE 1ST, 2ND & 3RD FLOORS GC GC


5' x 10' SHEETS BACK BAR DOORS, TO MATCH CONTROL SAMPLE 1ST FLOOR GC GC


5' x 10' SHEETS AT BANQUETTE BASES, TO MATCH CONTROL SAMPLE 2ND FLOOR GC GC

MT-6 HOT ROLLED STEEL DELFORM STUDIOS DEBBY BOWEN / 201.438.3915 / [email protected] HOT ROLLED STEEL TEXTURED, WORN SLATE FINISH, CLEAR SATINLACQUER

4' x 12' SHEETS AT BAR, CUSTOM VERSION OF STANDARD TO MATCHPATTERNING OF CONCEPT IMAGE

3RD FLOOR GC GC

06400 - ARCHITECTURAL WOOD (MILLWORK)B-1 WOOD WALL BASE GC TO MATCH SAMPLE FINISH WITH WOOD STAIN TO MATCH SAMPLE FROM GAR - UV BLACK 4" H STAINED WOOD BASE GC TO PROVIDE SAMPLE OF WOOD FINISH FOR

ARCHITECTS APPROVAL1ST, 2ND & 3RD FLOORS GC GC

WD-1 WOOD BEAM BOXES BTN SALVAGE ANDY EVENS / 443.255.6845 / [email protected] SOLID LIVE SAWN WHITE OAK, WIRE BRUSHED FACE,WATER BASEDEXTRA MATTE FINISH

3/4" BOX BEAMS / COLUMNS ALL TOHAVE 4 SIDES U.O.N.

LOCK MITRE JOINTS AT EACH CORNER SO NOT TO SHOWJOINT. GC TO PROVIDE SAMPLE OF WOOD FINISH FORARCHITECTS APPROVAL.

1ST FLOOR GC GC

WD-2 WOOD BAR FRONT VERTICAL BTN SALVAGE ANDY EVENS / 443.255.6845 / [email protected] SOLID LIVE SAWN WHITE OAK, PREFINISHED 2 COATS EXTRA MATTE TOPCOAT

3/4" x 6" WOOD PLANKS - HORIZONTAL MICRO-BEVEL 4 SIDES, T&G WITH END-MATCHING. GC TOPROVIDE SAMPLE OF WOOD FINISH FOR ARCHITECTSAPPROVAL. TONAL DIFFERENCES IN WOOD PLANKCOLORS SHOULD BE SEEN IN SAMPLE BOARD.COORDINATE WITH ANDY FOR DESIERED EFFECTACCORDING TO CONCEPT IMAGE PROVIDED.

1ST FLOOR GC GC

WD-3 WOOD BAR FRONT HORIZONTAL BTN SALVAGE ANDY EVENS / 443.255.6845 / [email protected] SOLID LIVE SAWN WHITE OAK, PREFINISHED 2 COATS EXTRA MATTE TOPCOAT

3/4" x 6" WOOD PLANKS - VERTICAL MICRO-BEVEL 4 SIDES, T&G WITH END-MATCHING. GC TOPROVIDE SAMPLE OF WOOD FINISH FOR ARCHITECTSAPPROVAL. TONAL DIFFERENCES IN WOOD PLANKCOLORS SHOULD BE SEEN IN SAMPLE BOARD.COORDINATE WITH ANDY FOR DESIERED EFFECTACCORDING TO CONCEPT IMAGE PROVIDED.

1ST FLOOR GC GC

WD-4 WOOD SHELVING BTN SALVAGE ANDY EVENS / 443.255.6845 / [email protected] S4S LIVE SAWN WHITE OAK, WIRE BRUSHED FACE, WATER BASED EXTRAMATTE FINISH

3/4" SHELVING GC TO PROVIDE SAMPLE OF WOOD FINISH FORARCHITECTS APPROVAL.

1ST FLOOR GC GC

WD-5 WOOD SHELVING GC TO MATCH SAMPLE FINISH WITH WOOD STAIN TO MATCH SAMPLE FROM GAR - UV BLACK SEE MILLWORK DRAWINGS WOOD CABINETS AND SHELVES. GC TO PROVIDE SAMPLEOF WOOD FINISH FOR ARCHITECTS APPROVAL.

3RD FLOOR GC GC

08800 - GLASSGL-1 LOW IRON GLASS GLASS PRO PATRICK RIPPLE / 443.677.0681 / [email protected] CLEAR AT SEAFOOD DISPLAY 1ST FLOOR GC GCGL-2 LOW IRON GLASS GLASS PRO PATRICK RIPPLE / 443.677.0681 / [email protected] CLEAR AT STAIR RAILINGS 1ST, 2ND & 3RD FLOORS GC GCGL-3 MIRROR PULP STUDIOS SALES / [email protected] AM GA 06 MIRROR GLASS SEE ELEVATION FOR DETAILING 1ST FLOOR GC GCGL-4 STAIR TREADS TBD TBD LOW IRON, FROSTED WHITE / CLEAR TBD TBD 1ST, 2ND & 3RD FLOORS GC GC

09310 - TILEB-4 RUBBER WALL BASE JOHNSONITE CHRISTINE COLOMBO / 443.829.4077 / [email protected] BURNT UMBER 63 4" TRADITIONAL WALLBASE

STANDARD TOE1ST, 2ND & 3RD FLOORS GC GC

T-1 CONCRETE TILE SABINE HILL SADIE MAKARECHI / 240.994.8657 / [email protected] MULTIPLE / RANDOM MIX OF T-1a 25%, T-1b 20%, T-1c 20%, T-1d 20%, T-1e15%

8" x 8" HEXAGON COLORS SHOULD BE WELL MIXED AND NOT FOUND INLARGE PATCHES. THEY ALSO SHOULD NOT CREATE ANYKIND PURPOSEFUL REPEAT. BUFF TILES WITH LOWSHEEN / MATTE LIQUID WAX, THEN SEAL WITH SCOFEILD

1ST FLOOR GC GC

T-1a CONCRETE TILE SABINE HILL SADIE MAKARECHI / 240.994.8657 / [email protected] WHITE 25% 8" x 8" HEXAGON BUFF TILES WITH LOW SHEEN / MATTE LIQUID WAX, THENSEAL WITH LOW GLOSS SEALER

1ST FLOOR GC GC

T-1b CONCRETE TILE SABINE HILL SADIE MAKARECHI / 240.994.8657 / [email protected] CORAL 20% 8" x 8" HEXAGON BUFF TILES WITH LOW SHEEN / MATTE LIQUID WAX, THENSEAL WITH LOW GLOSS SEALER

1ST FLOOR GC GC

T-1c CONCRETE TILE SABINE HILL SADIE MAKARECHI / 240.994.8657 / [email protected] INDIAN RED 20% 8" x 8" HEXAGON BUFF TILES WITH LOW SHEEN / MATTE LIQUID WAX, THENSEAL WITH LOW GLOSS SEALER

1ST FLOOR GC GC

T-1d CONCRETE TILE SABINE HILL SADIE MAKARECHI / 240.994.8657 / [email protected] TERRACOTTA 20% 8" x 8" HEXAGON BUFF TILES WITH LOW SHEEN / MATTE LIQUID WAX, THENSEAL WITH LOW GLOSS SEALER

1ST FLOOR GC GC

T-1e CONCRETE TILE SABINE HILL SADIE MAKARECHI / 240.994.8657 / [email protected] COFFEE 15% 8" x 8" HEXAGON BUFF TILES WITH LOW SHEEN / MATTE LIQUID WAX, THENSEAL WITH LOW GLOSS SEALER

1ST FLOOR GC GC

T-3 PORCELAIN WALL TILE TRANQUILITY KEISHA BANKS / 703.627.5252 / [email protected] CREMA LUNA MATTE 10" x 10" HEXAGON AT 44" A.F.F., CUT STRAIGHT AT TOP AND BOTTOM EDGE,START PATTERN AT TOP EDGE

1ST FLOOR GC GC

T-5 PORCELAIN TILE CROSSVILLE MIKE HAMMER / 443.962.7562 / [email protected] CUSTOM PLAID PATTERN / SPECIFIED MIX OF T-5a, T-5b, T-5c / REFER TODIAGRAM

12" x 12" COLOR BLOX 2ND FLOOR GC GC

T-5a PORCELAIN TILE CROSSVILLE MIKE HAMMER / 443.962.7562 / [email protected] 12" x 12" COLOR BLOX SEE DIAGRAM ON SHEET A1.22 FOR INSTALLATIONPATTERN

2ND FLOOR GC GC

T-5b PORCELAIN TILE CROSSVILLE MIKE HAMMER / 443.962.7562 / [email protected] 12" x 12" COLOR BLOX SEE DIAGRAM ON SHEET A1.22 FOR INSTALLATION 2ND FLOOR GC GCT-5c PORCELAIN TILE CROSSVILLE MIKE HAMMER / 443.962.7562 / [email protected] 12" x 12" COLOR BLOX SEE DIAGRAM ON SHEET A1.22 FOR INSTALLATION 2ND FLOOR GC GCT-6 PORCELAIN TILE APAVISA MIKE HAMMER / 443.962.7562 / [email protected] SLATE NEGRO 30CM x 60CM STONETECH 3RD FLOOR GC GCT-7 PORCELAIN TILE TREND KEISHA BANKS / 703.627.5252 / [email protected] 260 1" HEXAGON MOSAIC AT 44" A.F.F., CUT STRAIGHT AT TOP AND BOTTOM EDGE,

START PATTERN AT TOP EDGE3RD FLOOR GC GC

T-8 PORCELAIN TILE TRANQUILITY KEISHA BANKS / 703.627.5252 / [email protected] CHARCOAL MATTE 3.5" HEXAGON MOSAIC 3RD FLOOR GC GC

09330 - QUARRY TILEB-2 QUARRY TILE WALL BASE DALTILE JACKIE BARRETT / 914.426.31275 / [email protected] GRAY COVE BASE 6" x 6" TO MATCH SURETREAD PAVERS 0Q76 2ND FLOOR GC GCB-3 QUARRY TILE WALL BASE DALTILE JACKIE BARRETT / 914.426.31275 / [email protected] BLACK COVE BASE 6" x 6" TO MATCH SURETREAD PAVERS 0Q73 1ST & 3RD FLOORS GC GCT-2 QUARRY TILE DALTILE JACKIE BARRETT / 914.426.31275 / [email protected] GRAY SURETREAD 0Q76 6" x 6" SURETREAD PAVERS 1ST, 2ND & 3RD FLOORS GC GCT-9 QUARRY TILE DALTILE JACKIE BARRETT / 914.426.31275 / [email protected] BLACK SURETREAD 0Q73 6" x 6" SURETREAD PAVERS 1ST & 3RD FLOORS + ELEVATORS GC GC

09512 - ACOUSTICAL CEILING TILEACT-1 ACOUSTICAL CEILING TILE ARMSTRONG STEVE MARTIN / 919.345.8271 / [email protected] WHITE 24" x 48" GEORGIAN - HIGH

WASHABILITY - UNPERFORATEDSQUARE LAY-IN TILE WITH 15/16" GRID 1ST, 2ND & 3RD FLOORS GC GC

09513 - SPECIALTY CEILING FINISHESGYP-1 ACOUSTICAL GYP CEILING FELLERT (ALT STARSILENT) FINISH INDICATED ON PLAN 1" NRC 0.85 SAA 0.85 1ST, 2ND & 3RD FLOOR GC GCGYP-2 STANDARD GYP CEILING GC FINISH INDICATED ON PLAN STANDARD 1ST, 2ND & 3RD FLOOR GC GC

09638 - STONESS-1 GRANITE STONE SOURCE KEISHA BANKS / 703.627.5252 / [email protected] MISTY BLACK POLISHED SLAB, 3CM BAR AND TABLE TOPS 1ST FLOOR GC GCSS-2 QUARTZ SOLID SURFACE LG HAUSYS VIATERA THOMAS WINGENBACH / 804.382.5482 / [email protected] VIATERA PORCELAIN WHITE 3CM BAR AND TABLE TOPS 2ND FLOOR GC GCSS-3 GRANITE STONE SOURCE KEISHA BANKS / 703.627.5252 / [email protected] ABSOLUTE BLACK POLISHED SLAB, 3CM BAR AND TABLE TOPS 3RD FLOOR GC GC

09700 - SPECIALTY WALL FINISHESG-1 CUSTOM MURAL ON BRICK BROCOLOCO BROCOLOCO MULTI MURAL 1ST FLOOR AT BANQUETTES - COORDINATE WITH ARTIST 1ST FLOOR BROCOLOCO BROCOLOCOG-2 CUSTOM GRAPHIC ON GYP BROCOLOCO BROCOLOCO MULTI GRAPHIC 1ST FLOOR AT ENTRY - COORDINATE WITH ARTIST 1ST FLOOR BROCOLOCO BROCOLOCOG-3 NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USEDG-4 MOSAIC AND PLASTER GRAPHIC BROCOLOCO BROCOLOCO MULTI MURAL COORDINATE WITH ARTIST AND TILE COMPANY - TBD 2ND FLOOR BROCOLOCO BROCOLOCOPL-1 PLASTER KONCRETE RENE KRATZKE / ARCHITECTURAL COATINGS / [email protected] CUSTOM COLOR TO MATCH CONTROL SAMPLE JC1202 ARMOURCOAT KONCRETE HONED

WITH POLISHED PLASTERCOLOURWASH / CUSTOM TAKE OFFTO SIMULATE JC1309 CUSTOMKONCRETE FINISH

SEE CONTROL SAMPLE FOR DETAILS 1ST, 2ND & 3RD FLOOR GC GC

09770 - FIBERGLASS REINFORCED PANELSFRP-1 FIBERGLASS REINFORCED PLASTIC CRANE COMPOSITES JACK MILLER / 717.903.8097 / [email protected] BLACK GLASBORD SMOOTH FINISH AT ALL BARS AND EQUIPMENT AREAS 1ST, 2ND & 3RD FLOOR GC GCFRP-2 FIBERGLASS REINFORCED PLASTIC CRANE COMPOSITES JACK MILLER / 717.903.8097 / [email protected] WHITE GLASBORD SMOOTH FINISH AT ALL BARS AND EQUIPMENT AREAS 1ST, 2ND & 3RD FLOOR GC GC

09910 - PAINTP-1 PAINT BENJAMIN MOORE DIANA RATTAZZI / 914.261.8603 / [email protected] SPACE BLACK 2199-10 SATIN FINISH GC GCP-2 CEILING PAINT BENJAMIN MOORE DIANA RATTAZZI / 914.261.8603 / [email protected] ICICLE 2142-70 FLAT FINISH GC GCP-3 PAINT BENJAMIN MOORE DIANA RATTAZZI / 914.261.8603 / [email protected] ICICLE 2142-70 SATIN FINISH GC GCP-4 RESTROOM PAINT BENJAMIN MOORE DIANA RATTAZZI / 914.261.8603 / [email protected] WROUGHT IRON 2124-10 SATIN FINISH GC GCP-5 PAINT BENJAMIN MOORE DIANA RATTAZZI / 914.261.8603 / [email protected] ICICLE 2142-70 SATIN FINISH GC GCP-6 CEILING PAINT BENJAMIN MOORE DIANA RATTAZZI / 914.261.8603 / [email protected] SPACE BLACK 2199-10 FLAT FINISH GC GC

12050 - FABRICSUP-1 FABRIC UPHOLSTRY ARCHITEX MARK HILL / 240.638.6721 / [email protected] BLACK MAKE TRACKS USE FOR PRICING. MAY BE SUBSTITUTED ONCE ART IS

COORDINATED AND SELECTED.1ST FLOOR GC GC

UP-2 VINYL UPHOLSTRY APPIAN TEXTILES SARAH STEELE / 646.708.2105 / [email protected] BLACK PRESIDENTIAL COLLECTION, ALTHEA GC GCUP-3 VINYL UPHOLSTRY TUFTED APPIAN TEXTILES SARAH STEELE / 646.708.2105 / [email protected] MAPLE ENVY, GLACE, GLA 00800 SEE ELEVATIONS FOR TUFTING 2ND FLOOR GC GCUP-4 VINYL UPHOLSTRY APPIAN TEXTILES SARAH STEELE / 646.708.2105 / [email protected] MAPLE ENVY, GLACE, GLA 00800 2ND FLOOR GC GCUP-5 LEATHER UPHOLSTRY TUFTED TEXSTYLE / JAMIE STERN AILENE WERNER / 301.535.3694 / [email protected] BLACK ICE / ESP-06 ESPRIT, FULL GRAIN ANILINE DYED

VEGETABLE TANNED CALFSKINSEE ELEVATIONS FOR TUFTING 3RD FLOOR GC GC

UP-6 LEATHER UPHOLSTRY TEXSTYLE / JAMIE STERN AILENE WERNER / 301.535.3694 / [email protected] BLACK ICE / ESP-06 ESPRIT, FULL GRAIN ANILINE DYEDVEGETABLE TANNED CALFSKIN

3RD FLOOR GC GC

FINISH SCHEDULE

Revisions


2 ISSUE FOR BID 10-22-2014

2

2

2

* ALL FINISHES AS SPEICFIED OR EQUAL WITH DESIGNERS APPROVAL OF ALTERNATE CONTROL SAMPLE PROVIDED BY CONTRACTOR. ALL APPROVED SUBSTITUTIONS MUST BE IN WRITING AND SIGNED BY THE DESIGNER.2

2

UP

DN

UP

FINISH PLAN LEGEND

EXPOSED CONCRETE PLAID TILE

SEALED CONCRETE CONCRETE HEX TILE

RESTROOM PORCELAIN TILE PORCELAIN TILE

ELEVATOR TILE QUARRY TILE

CF-1

T-8 T-8

P-5

P-5 P-5

CF-1

P-5

P-5

G-2

SUMMER GARDEN308

DRY STOR / OFC302

BAR / LOUNGE300

RESTROOM303

CORRIDOR301

RESTROOM304

ELEV306

VEST305

STAIR307

RR72

B-1

B-1

B-4

B-4

B-4

B-4 B-4

P-1B-1

PL-1P-1

B-1

B-1

PL-1

B-1

B-1P-1

P-1

T-2

B-2B-2

B-2

B-2

PL-1

B-1

B-1

B-1

T-6 P-4

T-7

P-4

T-7

P-4

T-7

P-4

T-7

P-1

B-1

P-1

B-1

P-1

P-1

P-1

MT-2

MT-2MT-2 MT-2

T-9

B-3

B-3T-6

T-6

FRP-2

FRP-2

FRP-2

FRP-2 T-9

P-1

P-1

P-1

GL-4

CF-1

T-1

T-1

B-1B-1

P-5 P-5

P-5

P-5

P-5

P-3

P-3

CF-1

T-1

DINING / BAR101

CORRIDOR102

RESTROOM108

STAIR107

ELEV106

VEST105

RESTROOM104

VEST100


000

DISH / BEV103

STOR109

T-1

B-4 B-4B-4

B-4

B-4

B-4

PL-1

B-1

G-1

B-1

WD-1WD-1WD-1WD-1

P-1

B-1

B-2

B-2

B-2

B-2 B-2

P-3

P-3

P-3

P-1 P-1B-1

PL-1

P-1

B-1P-1

B-1

P-1P-1

T-1

T-2

T-3

T-3

T-3

T-3

P-1

B-1

G-2

CF-1

CF-1

CF-1

CF-1GL-3

G-1

P-5

B-3

B-3

T-9

FRP-2

FRP-2

FRP-2

FRP-2 T-9

P-1

B-1

CF-1

GL-4B-1

T-5a

T-5b T-5c T-5b T-5c T-5b T-5c



T-5c T-5aT-5c T-5aT-5c

T-5aT-5c T-5aT-5c T-5aT-5c

T-5aT-5c T-5aT-5c T-5aT-5c

CF-1

P-5 P-5

P-5

P-5P-5

CF-1

VEST202

ELEV203

STAIR204

TRASH205

B-1

B-1

B-1

B-4 B-4

B-4

B-4

B-4

B-2

T-2

MT-1

B-2

MT-1

B-2

MT-1

B-2

MT-1

P-1

B-1

P-1

B-1

P-1 P-1P-1 B-1

PL-1

B-1B-1

P-1P-1

T-2

B-2

B-2

B-2

B-2

T-5

PL-1

PL-1PL-1

G-4

G-4

B-1

G-4P-1P-1P-1P-1

MT-2

MT-2

T-5

MT-2

MT-2

MT-2

MT-2

MT-2

P-1

FRP-2

FRP-2

FRP-2

FRP-2

T-9

T-5

GL-4

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

As indicated 10/2

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PM

A1.22

1ST, 2ND, & 3RD FLOOR FINISH PLANS


CheckerAuthor

07-16-201413-364


1/4" = 1'-0"3 3RD FLOOR FINISH PLAN

1. ALL DOORS TO BE FINISHED AS NOTEDON DOOR SCHEDULE.

2. GENERAL CONTRACTOR TO PROVIDEPAINT SAMPLES IN THE FIELD FORFINAL CLIENT AND DESIGN APPROVAL.

3. REFER TO INTERIOR ELEVATIONS FORHEIGHT OF FINISHES.

Revisions


1/4" = 1'-0"1 1ST FLOOR FINISH PLAN

1/8" = 1'-0"4 T-5 PLAID TILE REPEAT TYP.

1/4" = 1'-0"2 2ND FLOOR FINISH PLAN

1 ALL FLOOR FINISHES SHOULD MEET THE EDGE OF DIE WALL

FINISH PLAN KEY NOTES

* SEE COMPLETE FINISH SCHEDULE ON A1.21

DN

AIR OUTAIR OUT

AIR OUT AIR IN

+ +

+ +

UP

FD

FD

FD

AIR IN

AIR OUT

UP

1 2 3 4 5 6 7 81.1

A

C

B

S2 S2 S2 S2 S2 S2

S2 S2 S2 S2 S2 S2 S2

S2

S2

S2

CH4 CH4

T5 T5 T5

T4bCH5 CH5

CH5 CH5

CH5CH5

CH5 CH5

CH5 CH5

T7

T7

T7

CH4

T4a

CH4

T4a

A4.01

1

A4.05 6

VEST202

ELEV203

STAIR204

TRASH205

2

5A5.01

A4.054

A4.05

5

A4.01

3

T4b T4bT4b

8A5.01

ED-2H9 G

ED-1H8 H

D-10H7 E

D-11

A7.033

B2

1' - 0"

T6 B3

CH4

CH4

B3 T6 B3 B3T6

CH4

CH4

2' -

9 7/

8"

1' - 0"

COUNTER EXTENDSUNDER STAIR TO WALL

S2

SERVERSTATION



200

SUMMER GARDEN206

STAIR204

28' - 3 3/8"

2' -

2"

4' -

0"

1' - 10"

7 1/

4"

6A5.01

ART 1

2

4A2.03

B

1 2 3 4 5 6 7 81.1

A

C

1A3.01

B

A4.07

14

11

12

13

A4.03

A4.00

2

4

A4.03

3

2A5.01

A4.00

3

A4.0718

16

15

17

2A7.01

1A3.03

A4.00

1

A4.00

4ART 1

1

ART 1

3

S1a S1b S1c S1d S1a S1b S1c S1d S1a S1b S1c S1d S1a S1b S1c S1d S1a S1b S1c S1d S1a S1b S1c S1d

CH1 CH1 CH1 CH1 CH1 CH1

CH3

CH3

CH3

CH3

CH3

CH3

CH3

CH3

CH3

CH3 CH3

CH3

CH3

CH3

CH3

CH3

CH3

CH3

CH3

CH3 CH3

CH3

CH3

CH3

CH3

CH3

T1a T1b T1a

T2a T2a T2a

T2b T2b

T3

CH2 CH2 CH2

CH2CH2CH2

DINING / BAR101

CORRIDOR102

RESTROOM108

STAIR107

ELEV106

VEST105

RESTROOM104

VEST100


000

DISH / BEV103

STOR109

CH2 CH2

T1b T1b T1b T1b T1b

A5.027

A5.027

A5.027

SIM.

A5.027

SIM.

D-6H5 E

D-8H7 E

D-9H6 E

D-4H4 D

D-2

D-1

D-5H5 E

D-7H6 E

A4.0719

A7.032

A4.072

1' -

6"

CH1

SERVERSTATION

4' - 9"

1' -

0"

1' -

0"

SERVERSTATION

ALIGN

3' - 5 1/2"

3A5.01

T1a

3' - 4

5/32

"

3' -

7 5/

8"

2' -

6"

4' - 6 1/4" 6' - 5 3/8"

A4.00 5

D-16TBD I

D-17TBDJ

D-18

9A5.02

B

A

D-3H3 C

FD-18

FD-18

FD-18

F3' - 8" G

H H H

I I

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

1/4" = 1'-0" 10/2

8/20

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A1.31

1ST AND 2ND FLOORS FURNITURE,MILLWORK & EQUIPMENT PLAN


CheckerAuthor

07-16-201413-364


Type Mark Description Dimension Height Level Count CommentsB1 BANQUETTE, STD APPROX 50 LF 18"-20" SEAT HT. 1st FLOOR / T.O. SLAB 1 CUSTOM BANQUETTE. REFER TO DETAILSB2 BANQUETTE, STD APPROX 28 LF 18"-20" SEAT HT. 2nd FLOOR / T.O. SLAB 1 CUSTOM BANQUETTE. REFER TO DETAILSB3 BANQUETTE, STD APPROX 4 LF 18"-20" SEAT HT. 2nd FLOOR / T.O. SLAB 4 CUSTOM BOOTH. REFER TO DETAILSB4b BANQUETTE, STD 3RD FLOOR / T.O. SLAB 2CH1 CHAIR, STD STANDARD 18"-20" SEAT HT. 1st FLOOR / T.O. SLAB 15CH2 STOOL, HIGH STANDARD 29"-30" SEAT HT. 1st FLOOR / T.O. SLAB 8CH3 CHAIR, STD, OUTDOOR STANDARD 18"-20" SEAT HT. 1st FLOOR / T.O. SLAB 26CH4 CHAIR, STD STANDARD 18"-20" SEAT HT. 2nd FLOOR / T.O. SLAB 14CH5 CHAIR, STD, OUTDOOR STANDARD 18"-20" SEAT HT. 2nd FLOOR / T.O. SLAB 10CH6 CHAIR, STD, OUTDOOR STANDARD 18"-20" SEAT HT. 3RD FLOOR / T.O. SLAB 12CH7 SWING CHAIR, STD, OUTDOOR APPROX. 78" X 36" 18"-20" SEAT HT. 2M1 HOST STAND, STD 42" X 18" 39" 1 CUSTOM MILLWORK. REFER TO DETAILSS1a STOOL, HIGH STANDARD 29"-30" SEAT HT. 1st FLOOR / T.O. SLAB 6S1b STOOL, HIGH STANDARD 29"-30" SEAT HT. 1st FLOOR / T.O. SLAB 6S1c STOOL, HIGH STANDARD 29"-30" SEAT HT. 1st FLOOR / T.O. SLAB 6S1d STOOL, HIGH STANDARD 29"-30" SEAT HT. 1st FLOOR / T.O. SLAB 6S2 STOOL, HIGH STANDARD 29"-30" SEAT HT. 2nd FLOOR / T.O. SLAB 18S3 STOOL, HIGH STANDARD 29"-30" SEAT HT. 3RD FLOOR / T.O. SLAB 17S4 STOOL, STD APPROX 18" X 18" 18"-20" SEAT HT. 3RD FLOOR / T.O. SLAB 6T1a 2 TOP, RECTANGULAR, STD 30" X 30" 30" 1st FLOOR / T.O. SLAB 3T1b 4 TOP, RECTANGULAR, ADA 30" X 48" 30" 1st FLOOR / T.O. SLAB 6T2a 6 TOP, RECTANGULAR, STD, OUTDOOR 30" X 72" 30" 1st FLOOR / T.O. SLAB 3T2b 4 TOP, RECTANGULAR, STD, OUTDOOR 30" X 48" 30" 1st FLOOR / T.O. SLAB 2T3 8 TOP, RECTANGULAR, HIGH 30" X 72" 42" 1st FLOOR / T.O. SLAB 1T4a 2 TOP, RECTANGULAR, STD 24" X 30" 30" 2nd FLOOR / T.O. SLAB 2T4b 4 TOP, RECTANGULAR, ADA 30" X 48" 30" 2nd FLOOR / T.O. SLAB 4T5 2 TOP, RECTANGULAR, HIGH 24" X 30" 42" 2nd FLOOR / T.O. SLAB 3T6 4 TOP, RECTANGULAR, STD 30" X 48" 30" 2nd FLOOR / T.O. SLAB 3T7 ROUND TABLE, STD, OUTDOOR 36" DIA. 30" 2nd FLOOR / T.O. SLAB 3T8 ROUND TABLE, LOW 24" DIA. 18"-20" 3RD FLOOR / T.O. SLAB 6T9 ROUND TABLE / STOOL, LOW, OUTDOOR 24" DIA. 18"-20" 3RD FLOOR / T.O. SLAB 6T10 6 TOP, RECTANGULAR, STD, OUTDOOR 78" X 30" 30" 3RD FLOOR / T.O. SLAB 2T12 4 TOP, RECTANGULAR, HIGH 24" X 30" 42" 3RD FLOOR / T.O. SLAB 2

FURNITURE SCHEDULE

1/4" = 1'-0"2 2ND FLOOR FURNITURE PLAN

X (TYPICAL KEYNOTE)

FURNITURE PLAN KEY NOTES

X FURNITURE TAG

1. G.C. TO VERIFY KITCHEN EQUIPMENTREQUIREMENTS, LOCATIONS, ETC. WITHKEC PRIOR TO INSTALLATION. SEE KECDRAWINGS FOR EXACT LOCATIONS OFEQUIPMENT.

2. ALL EQUIPMENT SPECIFIED, INCIDENTALAND CUSTOM, WHETHER NEW ORRECONDITIONED, INCLUDING ANYAPPROVED OR PROVIDED SUBSTITUTESSHALL BE COMMERCIAL QUALITY ANDSHALL MEET ALL APPLICABLE IBC, NSF, ASAAND UL STANDARDS.

3. ALL STAINLESS STEEL SHELVING, WORKTABLES AND EQUIPMENT STANDS MUST BENSF APPROVED.

4. ALL FLOOR MOUNTED EQUIPMENT SHALLBE PLACED ON NSF APPROVED 6" LEGS ORCASTERS, ALL COUNTER MOUNTEDEQUIPMENT IN EXCESS OF 80 POUNDS,SHALL BE PLACED ON NSF APPROVED 4"LEGS COOK LINE EQUIPMENT TO BE ONNSF APPROVED CASTERS WITHFLEXIBLE UTILITY LINE CONNECTORS.

5. SURFACE MOUNTED LIQUID SOAP, PAPERTOWEL DISPENSRS, AND WASTERECEPTACLES SHALL BE PROVIDED FORALL HAND SINKS.

6. SPLASHGUARDS ARE REQUIRED ON ALLSINKS THAT ARE WITHIN 6" OF POTENTIALSPLASH CROSS CONTAMINATION ORFOOD PRODUCTS AND ON ALL HAND SINKS.

7. HANGING STOAGE RACK SHALL BEPROVIDED ADJACENT TO MOP SINK FORBROOMS AND MOPS. CLEANING SUPPLIESSHALL BE STORED SEPARATE FROM FOODPRODUCTS.

8. ALL OVERHEAD SHELVING AMOUNTS ANDLOCATIONS SHALL BE APPROVED BY KECPRIOR TO INSTALLATION.

9. G.C. TO PROVIDE A STAINLESS STEELCOVER GUARD FOR RECESSED ANSULPULL.

10. PROVIDE FIRE EXTINGUISHERS ASREQUIRED BY FIRE MARSHALL.

11. REFER TO KITCHEN EQUIPMENTCONSULTANT DRAWINGS FOR FURTHERINFORMATION.

Revisions


1/4" = 1'-0"1 1ST FLOOR FURNITURE PLAN

FURNITURE DISCLAIMER:

1. STREETSENSE IS NOT RESPONSIBLE FOR COORDINATION OF QUANTITIES, SECURING ORPURCHASING OF FURNITURE FOR JOBS.

2. SPECIFICATIONS ARE FOR DESIGN INTENT ONLY. IT IS THE OWNER'S RESPONSIBILITY TOCONTACT FURNITURE VENDOR/DEALER TO PROCURE FURNITURE

3. STREETSENSE RECOMMENDS OWNER ORDER (1) OF EACH SEATING TYPE TO CHECK FORFINISH ACCURACY AND DURABILITY BEFORE PLACING FINAL ORDER

AIR OUT

1 2 3 4 5 6 7 81.1

A

C

BT8T8T8

S3 S3 S3 S3 S3 S3 S3 S3 S3

S3

S3

S3

S3

T9 T9

T9

T9 T9

SUMMER GARDEN308

DRY STOR / OFC302

CORRIDOR301

RESTROOM303

RESTROOM304

VEST305

ELEV306

STAIR307

BAR / LOUNGE300

A4.062

A4.02

2

3

A4.02 5

4A5.01

1A5.01

D-15H7 E

D-14H5 E

D-13H5 E

D-12

A4.071

A7.033

CH6 CH6

CH6CH6

CH6 CH6

CH6

CH6

CH6

CH6

CH6

CH6

T10T10

T12

T12

S3

S3

S3

S3

T8 T8T8

B4b

S4S4S4S4S4S4

B4b

264H5 D

A4.02

1

A4.06

5

1' -

4 1/

8"

7A5.01

A2.02

2

CH7 CH7

B

1' x 1' lockers

3Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

1/4" = 1'-0" 10/2

8/20

14 4

:31:

12 P

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4:3

1:12

PM

A1.32

3RD FLOOR FURNITURE, MILLWORK &EQUIPMENT PLAN


CheckerAuthor

07-16-201413-364


1/4" = 1'-0"1 3RD FLOOR FURNITURE PLAN

Type Mark Description Dimension Height Level Count CommentsB1 BANQUETTE, STD APPROX 50 LF 18"-20" SEAT HT. 1st FLOOR / T.O. SLAB 1 CUSTOM BANQUETTE. REFER TO DETAILSB2 BANQUETTE, STD APPROX 28 LF 18"-20" SEAT HT. 2nd FLOOR / T.O. SLAB 1 CUSTOM BANQUETTE. REFER TO DETAILSB3 BANQUETTE, STD APPROX 4 LF 18"-20" SEAT HT. 2nd FLOOR / T.O. SLAB 4 CUSTOM BOOTH. REFER TO DETAILSB4b BANQUETTE, STD 3RD FLOOR / T.O. SLAB 2CH1 CHAIR, STD STANDARD 18"-20" SEAT HT. 1st FLOOR / T.O. SLAB 15CH2 STOOL, HIGH STANDARD 29"-30" SEAT HT. 1st FLOOR / T.O. SLAB 8CH3 CHAIR, STD, OUTDOOR STANDARD 18"-20" SEAT HT. 1st FLOOR / T.O. SLAB 26CH4 CHAIR, STD STANDARD 18"-20" SEAT HT. 2nd FLOOR / T.O. SLAB 14CH5 CHAIR, STD, OUTDOOR STANDARD 18"-20" SEAT HT. 2nd FLOOR / T.O. SLAB 10CH6 CHAIR, STD, OUTDOOR STANDARD 18"-20" SEAT HT. 3RD FLOOR / T.O. SLAB 12CH7 SWING CHAIR, STD, OUTDOOR APPROX. 78" X 36" 18"-20" SEAT HT. 2M1 HOST STAND, STD 42" X 18" 39" 1 CUSTOM MILLWORK. REFER TO DETAILSS1a STOOL, HIGH STANDARD 29"-30" SEAT HT. 1st FLOOR / T.O. SLAB 6S1b STOOL, HIGH STANDARD 29"-30" SEAT HT. 1st FLOOR / T.O. SLAB 6S1c STOOL, HIGH STANDARD 29"-30" SEAT HT. 1st FLOOR / T.O. SLAB 6S1d STOOL, HIGH STANDARD 29"-30" SEAT HT. 1st FLOOR / T.O. SLAB 6S2 STOOL, HIGH STANDARD 29"-30" SEAT HT. 2nd FLOOR / T.O. SLAB 18S3 STOOL, HIGH STANDARD 29"-30" SEAT HT. 3RD FLOOR / T.O. SLAB 17S4 STOOL, STD APPROX 18" X 18" 18"-20" SEAT HT. 3RD FLOOR / T.O. SLAB 6T1a 2 TOP, RECTANGULAR, STD 30" X 30" 30" 1st FLOOR / T.O. SLAB 3T1b 4 TOP, RECTANGULAR, ADA 30" X 48" 30" 1st FLOOR / T.O. SLAB 6T2a 6 TOP, RECTANGULAR, STD, OUTDOOR 30" X 72" 30" 1st FLOOR / T.O. SLAB 3T2b 4 TOP, RECTANGULAR, STD, OUTDOOR 30" X 48" 30" 1st FLOOR / T.O. SLAB 2T3 8 TOP, RECTANGULAR, HIGH 30" X 72" 42" 1st FLOOR / T.O. SLAB 1T4a 2 TOP, RECTANGULAR, STD 24" X 30" 30" 2nd FLOOR / T.O. SLAB 2T4b 4 TOP, RECTANGULAR, ADA 30" X 48" 30" 2nd FLOOR / T.O. SLAB 4T5 2 TOP, RECTANGULAR, HIGH 24" X 30" 42" 2nd FLOOR / T.O. SLAB 3T6 4 TOP, RECTANGULAR, STD 30" X 48" 30" 2nd FLOOR / T.O. SLAB 3T7 ROUND TABLE, STD, OUTDOOR 36" DIA. 30" 2nd FLOOR / T.O. SLAB 3T8 ROUND TABLE, LOW 24" DIA. 18"-20" 3RD FLOOR / T.O. SLAB 6T9 ROUND TABLE / STOOL, LOW, OUTDOOR 24" DIA. 18"-20" 3RD FLOOR / T.O. SLAB 6T10 6 TOP, RECTANGULAR, STD, OUTDOOR 78" X 30" 30" 3RD FLOOR / T.O. SLAB 2T12 4 TOP, RECTANGULAR, HIGH 24" X 30" 42" 3RD FLOOR / T.O. SLAB 2

FURNITURE DISCLAIMER:

1. STREETSENSE IS NOT RESPONSIBLE FOR COORDINATION OF QUANTITIES, SECURING ORPURCHASING OF FURNITURE FOR JOBS.

2. SPECIFICATIONS ARE FOR DESIGN INTENT ONLY. IT IS THE OWNER'S RESPONSIBILITY TOCONTACT FURNITURE VENDOR/DEALER TO PROCURE FURNITURE

3. STREETSENSE RECOMMENDS OWNER ORDER (1) OF EACH SEATING TYPE TO CHECK FORFINISH ACCURACY AND DURABILITY BEFORE PLACING FINAL ORDER

FURNITURE SCHEDULE

1. G.C. TO VERIFY KITCHEN EQUIPMENTREQUIREMENTS, LOCATIONS, ETC. WITHKEC PRIOR TO INSTALLATION. SEE KECDRAWINGS FOR EXACT LOCATIONS OFEQUIPMENT.

2. ALL EQUIPMENT SPECIFIED, INCIDENTALAND CUSTOM, WHETHER NEW ORRECONDITIONED, INCLUDING ANYAPPROVED OR PROVIDED SUBSTITUTESSHALL BE COMMERCIAL QUALITY ANDSHALL MEET ALL APPLICABLE IBC, NSF, ASAAND UL STANDARDS.

3. ALL STAINLESS STEEL SHELVING, WORKTABLES AND EQUIPMENT STANDS MUST BENSF APPROVED.

4. ALL FLOOR MOUNTED EQUIPMENT SHALLBE PLACED ON NSF APPROVED 6" LEGS ORCASTERS, ALL COUNTER MOUNTEDEQUIPMENT IN EXCESS OF 80 POUNDS,SHALL BE PLACED ON NSF APPROVED 4"LEGS COOK LINE EQUIPMENT TO BE ONNSF APPROVED CASTERS WITHFLEXIBLE UTILITY LINE CONNECTORS.

5. SURFACE MOUNTED LIQUID SOAP, PAPERTOWEL DISPENSRS, AND WASTERECEPTACLES SHALL BE PROVIDED FORALL HAND SINKS.

6. SPLASHGUARDS ARE REQUIRED ON ALLSINKS THAT ARE WITHIN 6" OF POTENTIALSPLASH CROSS CONTAMINATION ORFOOD PRODUCTS AND ON ALL HAND SINKS.

7. HANGING STOAGE RACK SHALL BEPROVIDED ADJACENT TO MOP SINK FORBROOMS AND MOPS. CLEANING SUPPLIESSHALL BE STORED SEPARATE FROM FOODPRODUCTS.

8. ALL OVERHEAD SHELVING AMOUNTS ANDLOCATIONS SHALL BE APPROVED BY KECPRIOR TO INSTALLATION.

9. G.C. TO PROVIDE A STAINLESS STEELCOVER GUARD FOR RECESSED ANSULPULL.

10. PROVIDE FIRE EXTINGUISHERS ASREQUIRED BY FIRE MARSHALL.

11. REFER TO KITCHEN EQUIPMENTCONSULTANT DRAWINGS FOR FURTHERINFORMATION.

X (TYPICAL KEYNOTE)

FURNITURE PLAN KEY NOTES

X FURNITURE TAG

Revisions


3 ISSUANCE 3 Date 3

1st FLOOR / T.O.SLAB5' - 7"

2nd FLOOR / T.O.SLAB

17' - 7"

STREET GRADE0' - 0"

3RD FLOOR / T.O.SLAB

29' - 11"

A C

ALLEY GRADE15' - 4"

T.O. ROOF41' - 10"

B

EXISTINGENCLOSED

SIDEWALK CAFE

A2.021

EM SEALEM SEAL

3

3


17' - 7"


29' - 11"

AC

ALLEY GRADE15' - 4"

T.O. ROOF41' - 10"

B

METAL COPING CONPROCOSTRUCTURAL SKIN

EM SEAL

3



17' - 7"

STREET GRADE0' - 0"


29' - 11"

1 2 3 4 5 6 7 81.1

ALLEY GRADE15' - 4"

T.O. ROOF41' - 10"

"PUBLIC BAR"EXISTING BUILDING

EXISTINGENCLOSED

SIDEWALK CAFE

EXISTING BUILDINGBEYOND

A2.023

CONPROCO STRUCTURAL SKIN METAL COPING

3

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

3/16" = 1'-0" 10/2

8/20

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4:3

1:17

PM

A2.01

EXTERIOR ELEVATIONS


CheckerAuthor

07-16-201413-364


3/16" = 1'-0"1 WEST_ELEVATION

3/16" = 1'-0"2 EAST ELEVATION

3/16" = 1'-0"3 SOUTH_ELEVATION

Revisions


3 ISSUANCE 3 Date 3



17' - 7"

STREET GRADE0' - 0"


29' - 11"

A C

ALLEY GRADE15' - 4"

T.O. ROOF41' - 10"

B

?

EXISTINGENCLOSED

SIDEWALK CAFE

A8.012

TO T

OP

OF

FIN

ISH

FLO

OR

42" T

OP

OF

GAU

RD

RAI

LTO

TO

P O

F FI

NIS

H F

LOO

R

42" T

OP

OF

GAU

RD

RAI

L

5 1/

2"11

' - 1

"4

1/2"

3A8.01

3A8.01

6" 3' - 2" 8" 3' - 4" 8" 3' - 4" 8" 3' - 4" 8" 3' - 2" 6"

20' - 0"


17' - 7"


29' - 11"

1 21.1

T.O. ROOF41' - 10"

3A8.01

8"2' - 0 3/8"8"3' - 4"8"3' - 4"8"3' - 4"8"3' - 4"8"3' - 1 7/8"6"

23' - 0 3/8"

8"10

"8"

9' -

4"8"

3' -

2"6"

15' -

10"

5"

12' -

2"

28' -

0"


17' - 7"


29' - 11"

12 1.1

T.O. ROOF41' - 10"

4A2.03

12' -

2"

8"10

"8"

9' -

4"8"

3' -

2"6"

5"

28' -

0"

8" 2' - 0 3/8" 8" 3' - 4" 8" 3' - 4" 8" 3' - 4" 8" 3' - 4" 8" 3' - 2" 6"

23' - 0 3/8"

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

1/2" = 1'-0" 10/2

8/20

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4:3

1:19

PM

A2.02

ENLARGED ELEVATIONS


CheckerAuthor

07-16-201413-364


1/2" = 1'-0"1 ENLARGED CAGE ELEVATION

1/2" = 1'-0"3 SOUTH - CAGE ELEVATION

Revisions


1/2" = 1'-0"2 NORTH- CAGE ELEVATION


29' - 11"

1 2 31.1

T.O. ROOF41' - 10"

3RD FLOOREGRESS PLAN

29' - 11"

4A2.03

3' - 5 1/8" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 2' - 9"

5 1/

2"3'

- 2"


17' - 7"


29' - 11"

AC

T.O. ROOF41' - 10"

B

1A3.02

2A2.03

3A2.03

4' - 0"4' - 0"4' - 0"3' - 0"

3' - 5 1/8" 3' - 5 1/8"

5 1/

2"3'

- 2"

3' -6

min

. fro

m F

.F.

5 1/

2"3'

- 2"

3' -6

min

. fro

m F

.F.

3' - 0"

1 2 31.1

A

C

B

A2.02 1Sim

A2.02

3Sim

3A8.01

A8.011

4A2.03

2A2.03

3A2.03

2" X 6" REINF. TUBES

A8.012

3

3


29' - 11"

12 1.1

T.O. ROOF41' - 10"

1A3.03

4A2.03

2' - 9" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 5 1/8"

5 1/

2"3'

- 2"

3' -

6" fr

om F

.F. m

in.

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

1/2" = 1'-0" 10/2

8/20

14 4

:31:

20 P

M

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2014

4:3

1:20

PM

A2.03

ENLARGED ELEVATIONS


CheckerAuthor

07-16-201413-364


Revisions

# Description Date3 ISSUANCE 3 Date 3

1/2" = 1'-0"2 GLASS RAILING- BLDG.SIDE

1/2" = 1'-0"4 GLASS RAILING - WISCONSIN SIDE

1/2" = 1'-0"1 TRELLIS ROOF PLAN

1/2" = 1'-0"3 GLASS RAILING - PUBLIC SIDE



17' - 7"

STREET GRADE0' - 0"


29' - 11"

1 2 3 4 5 6 7 81.1

ALLEY GRADE15' - 4"

T.O. ROOF41' - 10"

A3.023

A3.021

7' -

10 1

/8"

ELEV203

STAIR204

TRASH205

DRY STOR / OFC302

ELEV306

STAIR307

BAR / LOUNGE300

DINING / BAR101

STAIR107

ELEV106

VEST100

DISH / BEV103

STOR109

EXISTINGENCLOSEDSIDEWALK

CAFE


200 PREP / DISH / STOR201



17' - 7"

STREET GRADE0' - 0"


29' - 11"

12345678 1.1

ALLEY GRADE15' - 4"

T.O. ROOF41' - 10"

VEST202

STAIR204

TRASH205

DRY STOR / OFC302

RESTROOM303

RESTROOM304

VEST305

STAIR307

BAR / LOUNGE300

DINING / BAR101STAIR

107

VEST105

RESTROOM104

VEST100


000DISH / BEV

103STOR109

A8.006



17' - 7"

STREET GRADE0' - 0"


29' - 11"

A C

ALLEY GRADE15' - 4"

T.O. ROOF41' - 10"

B

A3.022

DINING / BAR101

A8.013



17' - 7"

STREET GRADE0' - 0"


29' - 11"

A C

ALLEY GRADE15' - 4"

T.O. ROOF41' - 10"

B

BAR / LOUNGE300

DINING / BAR101

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

3/16" = 1'-0" 10/2

8/20

14 4

:31:

24 P

M

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4:3

1:24

PM

A3.01

BUILDING SECTIONS


CheckerAuthor

07-16-201413-364


3/16" = 1'-0"1 SECTION 1 EAST-WEST

3/16" = 1'-0"2 SECTION 2 EAST-WEST

3/16" = 1'-0"3 SECTION 3 NORHT-SOUTH

3/16" = 1'-0"4 SECTION 4 NORTH-SOUTH

Revisions




17' - 7"


29' - 11"

1 2 31.1

ALLEY GRADE15' - 4"

T.O. ROOF41' - 10"

A8.003

NOTE: FOR ALL SILL, HEAD, &CAP FLASHING REFER TOMANUFACTURER'S WARRANTYRECOMMENDATIONS

CMU BLOCK WALL

EXISTINGMASONRYWALL

5 1/

2"

A8.011

A8.012

A8.006

A8.004

A8.004

A8.005

A8.005

A8.005



17' - 7"


29' - 11"

A

ALLEY GRADE15' - 4"

T.O. ROOF41' - 10"


EXIS

TIN

G B

UIL

DIN

G

EXISTINGDEMISING WALL

A8.011

A8.012



17' - 7"

STREET GRADE0' - 0"


29' - 11"

8

ALLEY GRADE15' - 4"

T.O. ROOF41' - 10"

TO T

OP

OF

PAR

APET

4 1/

2"

EXISTING CMU BLOCK WALL

NEW CMU BLOCK WALL,TO ALIGN W/ EXISTINGBLOCK WALL.

1/4" CONPROCOSTRUCTURAL SKIN


A8.014


A8.006

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

1/2" = 1'-0" 10/2

8/20

14 4

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M

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4:3

1:26

PM

A3.02

WALL SECTIONS


CheckerAuthor

07-16-201413-364


1/2" = 1'-0"1 WEST WALL SECTION

1/2" = 1'-0"2 NORTH WALL - SECTION

1/2" = 1'-0"3 EAST WALL - SECTION

Revisions


3 ISSUANCE 3 Date 3

3



17' - 7"


29' - 11"

C

ALLEY GRADE15' - 4"

T.O. ROOF41' - 10"

"PU

BLI

C B

AR

"EX

ISTI

NG

BU

ILD

ING

NOTE: FOR ALL SILL, HEAD, &CAP FLASHING REFER TO

MANUFACTURER'S WARRANTYRECOMMENDATIONS

EXISTING CMU DEMISING WALL

A8.013

6

EM SEAL



17' - 7"


29' - 11"

C

ALLEY GRADE15' - 4"

T.O. ROOF41' - 10"

"PU

BLI

C B

AR

"EX

ISTI

NG

BU

ILD

ING

EXISTING CMU BLOCK WALL


NOTE: FOR ALL SILL, HEAD, &CAP FLASHING REFER TO

MANUFACTURER'S WARRANTYRECOMMENDATIONS

EXISTING CMU DEMISING WALL

A8.014

A8.015

6

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

1/2" = 1'-0" 10/2

8/20

14 4

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27 P

M

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2014

4:3

1:27

PM

A3.03

WALL SECTIONS & DETAILS


CheckerAuthor

07-16-201413-364


Revisions

# Description Date6 BULLETIN 1 Date 13

1/2" = 1'-0"1 SOUTH WALL SECTION 2

1/2" = 1'-0"2 SOUTH WALL SECTION 1

B-1

P-1 PL-1P-1 PL-1P-1

PL-1

PAPER TOWEL HOLDERS

2' -

10 1

/2"

11 1

/2"

COLUMN LIT FROMBEHIND COLUMN, F13


3' -

6"

WD-4

MT-2

234

4A5.01

WD-1 WD-1 WD-1WD-1

GL-1

GL-1

GL-1 GL-1

PL-1

B-1

UP-1

UP-2

MT-2

LED STRIPALONG BASE OFSTAIR AT WALL,F19

RECESSED LEDSTRIP ALONG BACK

OF BANQUETTE, F17MT-3

MT-3

G-2

WD-1

4 SIDED WOOD BEAMBOX. REFER TO

PLANS FORDIMENSIONS.

3 SIDED WOOD BEAMBOX. EXPOSED AT

TOP, TIGHT TOCEILING. REFER TO

RCP FOR DIMENSIONS

WD-4

SS-1

COAT HOOKS

5' -

0"

3A5.01

UP-1

UP-2

UP-1

UP-2

1.1

3' -

6" WD-2

SS-1

MT-3

MOVABLE HOSTSTAND ON METAL

LEGS

G-23"

4"

2A5.01

MT-3

MOVABLE HOSTSTAND ON METALLEGS

WD-4

SS-1

PL-1 P-1

4"3'

- 6"

3"

B-1

WD-1

PL-1

GL-3

EQ EQ EQ

EQEQ

EQ

G-1

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

1/2" = 1'-0" 10/2

8/20

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30 P

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4:3

1:30

PM

A4.00

INTERIOR ELEVATIONS


CheckerAuthor

07-16-201413-364


1/2" = 1'-0"2 1ST FLOOR NORTH - CORRIDOR

Revisions


1/2" = 1'-0"1 1ST FLOOR SOUTH SEATING 2

1/2" = 1'-0"3 HOST AREA

1/2" = 1'-0"4 HOST AREA BACK

2 3 4

PL-1PL-1G-4

G-4G-4

G-4

P-1 P-1 P-1

P-1



COLUMN LIT FROMBEHIND COLUMN,F13

B-1

EXPOSED DUCTWORK.G.C. TO COORDINATELOCATION WITHMECHANICAL DRAWINGS

UP-3

UP-4

6' -

6"

MT-5

COLUMN LIT FROMBEHIND COLUMN,F13

A5.016

P-1 P-1P-1

MT-1MT-1

MT-2

MT-2

MT-2

MT-2

MT-3

MT-3

PL-1PL-1

UP-3

UP-4

MT-5

LED STRIP ALONG BASE OFSTAIR AND BASE, AT WALL,

F19

B-1 B-1

PL-1

1' -

6"2'

- 0"

6"

10' -

0"

2' -

2"4'

- 4"

COUNTER LIT BELOW,F17

RECESSED LIGHTING, F6

SS-2BY KEC

3' -

6"

BY KEC

KITCHEN EQUIPMENT. G.C. TOCOORDINATE LOCATION WITH KECDRAWINGS

B-2B-1

A5.016

5 6 7

10' -

0"

9' -

9"

PL-1

P-1

B-1

P-1P-1

PL-1

MT-3

PL-1

EXPOSED DUCTWORK.G.C. TO COORDINATELOCATION WITHMECHANICAL DRAWINGS




Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

1/2" = 1'-0" 10/2

8/20

14 4

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32 P

M

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/28/

2014

4:3

1:32

PM

A4.01

INTERIOR ELEVATIONS


CheckerAuthor

07-16-201413-364


1/2" = 1'-0"1 2ND FLOOR - NORTH SEATING

1/2" = 1'-0"2 2ND FLOOR - SOUTH SEATING & BAR

1/2" = 1'-0"3 2ND FLOOR CORRIDOR

Revisions


5 6

P-1 P-1 P-1P-1

B-1



A

C B

NANOWALLBEYOND, ASSPECIFIED

MT-2

P-1 P-1

MT-6

EXPOSED DUCTWORK. G.C. TOCOORDINATE LOCATION WITH

MECHANICAL DRAWINGS

SS-3

MT-2

A CB

P-1 P-1

B-1 B-1

OPEN TOBEYOND

EXPOSED DUCTWORK. G.C. TOCOORDINATE LOCATION WITHMECHANICAL DRAWINGS

34

LIGHT PANELS, F10

UP-5

UP-6

P-1P-1

P-1

P-1

B-1

MT-2

MT-2

6' - 9 3/4"

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

1/2" = 1'-0" 10/2

8/20

14 4

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33 P

M

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4:3

1:33

PM

A4.02

INTERIOR ELEVATIONS


CheckerAuthor

07-16-201413-364


1/2" = 1'-0"2 3RD FLOOR CORRIDOR

1/2" = 1'-0"3 3RD FLOOR CORRIDOR WEST

1/2" = 1'-0"5 3RD FLOOR EAST

Revisions


1/2" = 1'-0"1 3RD FLOOR SOUTH ELEVATION 2

A4.03

4

A4.03

32A4.04 2'

- 6"

51' - 0 5/8"

46' - 7 7/8"

3' -

6"1'

- 0

3/8"

1A4.04

4A4.04

ART 1

3

1A4.04

P-1

ROLLING METAL DOORON RECESSED TRACK

48" FLAT SCREEN TVMOUNTED AT COLUMNS

MT-4

P-1MT-4 P-1 P-1

ADJUSTABLE WOODSHELVING, LED LIGHTING ATTOP AND BOTTOM OF UNITS,

F19

WD-4 WD-4 WD-4

WD-4

9' -

10"

B-3

ROLLING METAL DOORON RECESSED TRACK

2A4.04

G-2

WD-2 WD-2 WD-2WD-2WD-3 WD-3 WD-3

WD-4 WD-4 WD-4 WD-4P-1

CUSTOM ROLLING METALDOOR ON RECESSED TRACK

P-1

P-1

SS-1GL-1

G-2G-2

48" FLAT SCREEN TV 48" FLAT SCREEN TV

B-1 B-1

ADJUSTABLE WOOD SHELVING,LED LIGHTING AT TOP AND BOTTOM

OF UNITS, F19

MT-4

COUNTER LITBELOW, F17

6' -

4"3'

- 6"

CUSTOM ROLLING METALDOOR ON RECESSED TRACK

MT-4

WD-2

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

1/2" = 1'-0" 10/2

8/20

14 4

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36 P

M

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2014

4:3

1:36

PM

A4.03

1ST FLOOR BAR - ENLARGED PLAN,ELEVATION & SECTIONS


CheckerAuthor

07-16-201413-364


1/2" = 1'-0"2 1ST FLOOR BAR

1/2" = 1'-0"3 1ST FLOOR NORTH - BACK BAR

Revisions


1/2" = 1'-0"4 1ST FLOOR NORTH - BAR

3/4" DUROCK SUBBASE

B-2 QUARRY TILEBASE

3/4" PLYWOODADJUSTABLESHELVES

DOOR BEYOND ONRECESSED TRACK

LED TAPE

LED TAPE

3/4"

1/4"

4"9'

- 6"

2"

7/8" AZEK SYNTHETICBOTTOM PLATE

WD-4

2' - 0"

5"1/2"

7 1/8"

11 3/4"

9 1/2" O.C.3/

4"

WOOD PLANKS

3"

QUARTZCOUNTERTOP

PURSE HOOK ONBLACKENED STEEL ROD

3' -

6"LED TAPE

6"

3/4" DUROCK SUB BASE


3/4" PLYWOOD DIEWALL

FRP-2 FIBERGLASSREINFORCED PLASTIC

WD-3

1-1/2" SEALED STEEL TUBE FOOTRAIL SECURED TO FLOOR.FITTINGS MAX. SPACING 48" O.C.

6"B-2QUARRY TILE BASE

SS-1

QUARTZCOUNTERTOP

3/4" DUROCK SUBBASE



FRP-2FIBERGLASSREINFORCED

PLASTIC

QUARRY TILE BASE

6"

2' - 0"

3"1'

- 6"

1' - 0"

CUSTOM FABRICATEDSTAINLESS STEEL

SEAFOOD DISPLAYBINS

CURVED DISPLAYGLASS GL-1

2"

DRAIN HOLE

WATER BIN

STAINLESS STEELTRACKS AND BRACKETS

B-1

3' -

6"

1' - 6"

3"

6"

DRAIN PIPE

ALIG

HN

6"

SS-1

WD-2

Date

Drawn ByManaged By

Project #


approved by me, and that I am a duly licensed professionalarchitect under the laws of the State of Maryland.


Scale:

# DateDescription

4600 East West HighwaySuite 800


301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL


approved by me, and that I am a duly licensed professionalarchitect under the laws of the State of Oaklahoma.


1 1/2" =1'-0"

10/2

8/20

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36 P

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4:3

1:36

PM

A4.04

1ST FLOOR BAR - ENLARGED PLAN,ELEVATION & SECTIONS


CheckerAuthor

07-16-201413-364


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

1ST FLOOR - BACK BAR @ SHELVINGTYP.

1 1/2" = 1'-0"2 1ST FLOOR - FRONT BAR

1 1/2" = 1'-0"4 SEAFOOD DISPLAY

AIR OUT AIR IN

+ +

+ +

A4.05 6

1A4.05

A4.05

5

2' -

9 7/

8"

1' - 0"

EXPO / PICKUP

COUNTER EXTENDSUNDER STAIR TO WALL

A4.01

2Sim

2' -

2"

18' - 1 3/4" 5' - 8 1/2" 4' - 7 1/2"

2' - 2"

11' -

4 3

/4"

6A5.01

4

10' -

0"

MT-1

B-2

KITCHEN EQUIPMENT. G.C. TOCOORDINATE LOCATION WITH KECDRAWINGS

PL-1

MT-3

MT-2

G-2

BY KEC

3' -

6"2'

- 2"

A CB

OPEN TOBEYOND

MT-1P-1

MT-3

B-1

OPEN TOBEYOND

B-2

EXPOSED DUCTWORK. G.C. TOCOORDINATE LOCATION WITHMECHANICAL DRAWINGS

P-1

MT-2

SS-2

3' -

6"2'

- 2"

4' -

4"

5' -

8"

EQUIPMENT BELOW COUNTERTOP,COORDINATE WITH KEC DRAWINGS

1' - 0"11 5/8"

2' - 2"

ADJUSTABLE STAINLESSSTEEL SHELVES

RECESSED LED

SOLID SURFACE QUARTZCOUNTERTOP

6"

METAL CLADDING

PURSE HOOK




FIBERGLASSREINFORCED PLASTIC

QUARRY TILE BASE

1-1/2" SEALED STEELTUBE FOOT RAIL

SECURED TO FLOOR.FITTINGS MAX. SPACING

48" O.C.

SS-2

FRP-2

MT-2

T-2

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

As indicated 10/2

8/20

14 4

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38 P

M

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2014

4:3

1:38

PM

A4.05

2ND FLOOR BAR - ENLARGED PLAN,ELEVATION & SECTIONS


CheckerAuthor

07-16-201413-364


1/2" = 1'-0"4 2ND FLOOR BAR

1/2" = 1'-0"5 2ND FLOOR EXPO BAR BACK

1/2" = 1'-0"6 2ND FLOOR EXPO KITCHEN - EAST

Revisions


1 1/2" = 1'-0"1 2ND FLOOR - BAR FRONT

4

6' -

4"

WD-5

LED STRIP ATBOTTOM OF EACH

SHELF, F18

P-1

EQ EQ EQ EQ EQ EQ

WD-5

SS-3

CABINETS UNDERCOUNTER

B-2

P-1

B-1

B-1

3' -

6"

EQEQ

EQEQ

WD-5

3A4.06

4A4.06

A4.06

1

17' - 6 5/8"

7' -

7 1/

4"

4' -

4 3/

8"2'

- 8"

1' -

5 7/

8"

8' -

6 1/

4"

A4.06

5

7A5.01

ART 1

4

2' - 0"

5"1/2"

7 1/8"

11 3/4"

8 1/2"

3/4"

COPPER METAL VENEER

3"

QUARTZCOUNTERTOP

PURSE HOOK

3' -

6"

LED TAPE

6"




FRP-2 FIBERGLASSREINFORCED PLASTIC

MT-1

6"

1-1/2" SEALED STEELTUBE FOOT RAILSECURED TO FLOOR.FITTINGS MAX. SPACING48" O.C.

1' -

2 1/

2"1'

- 2

1/2"

1' -

2 1/

2"1'

- 2

1/2"

9' -

10"

3/4" PLYWOODSHELVES

LED TAPE TYP.

WALL BEYOND

2 3/4"

DOOR HARDWARE



QUARRY TILE BASE

ADJUSTABLE 3/4"PLYWOOD SHELVES

GRANITECOUNTERTOP

3A4.06

1A5.01

WD-5

SS-3

P-1

B-1

MT-6

P-1 P-1

LIGHT PANELS, F10 EXPOSED DUCTWORK. G.C. TOCOORDINATE LOCATION WITHMECHANICAL DRAWINGS

BLACK METAL DUCT

UP-5

UP-6

MT-2B-1 B-1

7A5.01

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

As indicated 10/2

8/20

14 4

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39 P

M

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2014

4:3

1:39

PM

A4.06

3RD FLOOR BAR - ENLARGED PLAN,ELEVATION & SECTIONS


CheckerAuthor

07-16-201413-364


Revisions

# Description Date

1/2" = 1'-0"1 3RD FLOOR - BACK BAR

1/2" = 1'-0"2 ENLARGED PLAN - 3RD FLOOR BAR

1 1/2" = 1'-0"3 3RD FLOOR - BAR FRONT 1 1/2" = 1'-0"

4 3RD FLOOR - BAR BACK

FD

A4.073

A4.0774

5

6

10

9

8

8' -

2 1/

4"

4' - 5 1/4" 6' - 6 1/4"

1' -

7 1/

4"3'

- 4"

IH

IK J

F

F

B DD

B

CT-7

P-4

LIT MIRROR, F15

P-4 P-4

T-7P-4

4' - 9"

T-7

P-42'

- 10

"

P-4

4' -

0"

2' -

10"

1' -

3 3/

4"

T-7

LIT MIRROR, F15

2' -

10"

1' -

3 3/

4"

T-7

2' -

10"

8' -

0"

4' -

0"

T-3

LIT MIRROR, F15

P-4

2' -

10"

1' -

3 3/

4"

T-3 P-3T-3 P-3

2' -

10"

T-3

P-4

T-3

T-3

P-3

3' -

0"

3' - 3"

1' -

3 3/

4"

T-3

P-3

3' -

4" A

DA

1' -

3 3/

4"

3' -

0"

T-3

LIT MIRROR, F15

A4.0718

16

15

17

1' -

6"1'

- 8"

6' - 8 3/8"

7' -

10 3

/4"

J

A

F

B

B C

D-7H6 E

D-5H5 E

F15

3' -

0"

D

K

I

A4.07

14

11

12

13

1' -

3"2'

- 2"

8' - 0 1/8"

6' -

0 1/

4"

A

E

F

D

F15

2' - 5 1/2"

2' - 1"

IH

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

1/2" = 1'-0" 10/2

8/20

14 4

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57 P

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4:3

1:57

PM

A4.07

ENLARGED BATHROOM PLANS ANDELEVATIONS


CheckerAuthor

07-16-201413-364


1/2" = 1'-0"1 3RD FLOOR ENLARGED RESTROOMS

1/2" = 1'-0"3 3RD FLOOR ADA RESTROOM VIEW 4




1/2" = 1'-0"7 3RD FLOOR RESTROOM VIEW 4




1/2" = 1'-0"11 1ST FLOOR RESTROOM VIEW 4

1/2" = 1'-0"12 1ST FLOOR FLOOR RESTROOM VIEW 3



1/2" = 1'-0"15 1ST FLOOR ADA RESTROOM VIEW 1




Revisions



1/2" = 1'-0"19 1ST FLOOR - ENLARGED RESTROOM 1

1/2" = 1'-0"2 1ST FLOOR - ENLARGED RESTROOM 2

ALL FLUSH HANDLES MUST BE ONTHE OPEN SIDE OF WATER CLOSET

1

BATHROOM FIXTURE AND ACCESSORY SCHEDULE

TypeMark Description Manufacturer Model Finish Comments

ProvidedBy

InstalledBy

A TOILET KOHLER K-3810-0SANTA ROSA

WHITE ADA HEIGHT GC GC

B HORIZONTALGRAB BARS

BOBRICK B-5806.99 36 &B-5806.99 48

SATIN FINISH SIDE AND BACK. TOP OF GRAB BAR -33"-36" A.F.F.

GC GC

C VERTICALGRAB BAR

BOBRICK B-5806.99 18 SATIN FINISH GC GC

D TOILET PAPERHOLDERS

KOHLER K-11374-GFORTESCULPTED

BRUSHED CHROME GC GC

E PRIVATETROUGH SINK

KOHLER K-3200-0BROCKWAY

BLACK AND WHITE GC GC

F HAND DRYER MITSUBISHI (JT-SB116JH-G-NA) JETTOWEL

GREY GC GC

G PUBLICTROUGH SINK

KOHLER K-3203-0BROCKWAY


J ADA PRIVATETROUGH SINK

KOHLER K-5980SUTTON


1

H FAUCET KOHLER K-8892-RP ROUGH PLATE

I SOAP DISH KOHLER K-8880-BC CHROME

K ADAFAUCET

ELKAY LK945TS08T4T

CHROME

2

1' -

2"4"

1' -

6"

100.00°

1' - 5"

2' - 2"

4"

4"

METAL CLAD FRONTPANEL ON 3/4" PLYWOOD

SUBSTRATE

POLYFOAM OVERPLYWOOD BACKING

SEE ELEVATION FORBACK DETAILS

POLYFOAM REMOVABLESEAT WITH DACRON

INSULPAD & COILSPRINGS

LED TAPE WITH QTRANiQA-FLAT EXTRUSIONLENS. BLACK FINISH.

SEE

ELEV

ATIO

N

1' -

2"4"

1' -

6"

100.00°

POLYFOAM OVERPLYWOOD BACKINGSEE ELEVATION FORBACK DETAILS

POLYFOAM REMOVABLESEAT WITH DACRONINSULPAD & COILSPRINGS

METAL CLAD FRONTPANEL ON 3/4" PLYWOODSUBSTRATE

FLOOR AS SCHEDULED

1' -

2"4"

1' -

6"

100.00°

1' - 5"

2' - 2"

3"

1' -

2"4"

1' -

6"

100.00°

1' - 5"

2' - 2"

4"

POLYFOAM OVERPLYWOOD BACKINGSEE ELEVATION FORBACK DETAILS

POLYFOAM REMOVABLESEAT WITH DACRONINSULPAD & COILSPRINGS

METAL CLAD FRONTPANEL ON 3/4" PLYWOODSUBSTRATE

FLOOR AS SCHEDULED

LED TAPE WITH QTRANiQA-FLAT EXTRUSIONLENS. BLACK FINISH.

SEE

ELEV

ATIO

N

1' -

2"4"

1' -

6"

100.00°

1' - 5"

2' - 2"

4"

BLACKENED STEELVENEER ON 3/4" MDFPANEL

POLYFOAM OVERPLYWOOD BACKINGSEE ELEVATION FORTUFTING DETAIL

POLYFOAM REMOVABLESEAT WITH DACRONINSULPAD & COILSPRINGS TUFTED

ART BOX LIGHT PANEL

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

3' -

3"

1' - 6"

3"

1/4"

WOOD PLANKS ON 3/4"PLYWOOD SUBSTRATE

1' - 0 5/8"

WD-2

4"

SS-1

WD-4

MT-3 METAL LEGS

ADJUSTABLESHELVES

WD-4

4"

1' - 0"

3"2'

- 11

"

3' -

6"

2"B-1

WD-53/4" PLYWOOD

ADJUSTABLE SHELVES

MT-2METAL PANEL ON 3/4"

PLYWOOD SUBSTRATE

SS-2

3"2'

- 11

"

1' - 0"

4"

2"B-1

WD-53/4" PLYWOOD

ADJUSTABLE SHELVES

3' -

6"

MT-2METAL PANEL ON 3/4"

PLYWOOD SUBSTRATE

SS-2

3"2'

- 11

"4"

3' -

6"

2"B-1

WD-5

SS-3

3/4" PLYWOODADJUSTABLE SHELVES

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

1 1/2" =1'-0"

10/2

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4:3

1:58

PM

A5.01

MILLWORK DETAILS


CheckerAuthor

07-16-201413-364


1 1/2" = 1'-0"4 1ST FLOOR BANQUETTE

1 1/2" = 1'-0"5 2ND FLOOR - BOOTH

Revisions

# Description Date

1 1/2" = 1'-0"8 2ND FLOOR BANQUETTE

1 1/2" = 1'-0"1 3RD FLOOR BENCH

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

1 1/2" = 1'-0"3 1ST FLOOR SERVER STATION

1 1/2" = 1'-0"6 2ND FLOOR SERVER STATION

1 1/2" = 1'-0"7 3RD FLOOR SERVER STATION

CL FACE OF GLASS (TEMPERED) GAURD RAIL

1 1/2" DIA. HANDRAIL

GLASS MOUNTED HAND RAILADAPTER & ANCHOR PLUG @48" C/C

ANCHOR PLUG TO RECIEVEBRACKET STUD

JULIUS BLUM BRACKET 222 WITHEXTENSION & ANCHOR PLUG ORSIMILAR

FOR STAIR POST MATERIALS ANDFINISHES SEE SPECIFICATIONS

1 1/

2"

3"

2"

2 1/4"

MT-3

MT-3

REFER TOSTRUCTURALDWGS.

SIZE DOORFRAME TOMATCH WALLDEPTH .CONFIRMW/STRUCTURAL DWGS.

GROUT FRAMESOLID

ELEVATORDOOR

BACKER RODAND SEALANT

8'-0

" DO

OR

HEA

D H

EIG

HT

SHAFT SIDE WALKWAY

4"

ELEVATOR DOOR JAMB

ELEVATOR DOOR

ELEVATOR DOORSILL BY ELEVATORMANF.ADJUST SILL HEIGHTTO MATCH FLOORLEVEL

DOOR SILL STEELSUPPORT ANGLE, SEESTRUCTURAL DWGS.

REFER TO STRUCTURALDWGS.

8' -

0" D

OO

R @

FR

AME

HEI

GH

T

2"

WALKWAYSHAFT SIDE

3

B


17' - 7"

C

ALLEY GRADE15' - 4"

1A3.01B

1A7.01

2A7.01

6

A

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

As indicated 10/2

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4:3

2:02

PM

A5.02

INTERIOR DETAILS


CheckerAuthor

07-16-201413-364


Revisions


3" = 1'-0"1 STAIR HAND DETAIL

3" = 1'-0"2 STRINGER SECTION & GLASS RAILING

3" = 1'-0"5 ELEVATOR DOOR HEADER DETAIL

3" = 1'-0"6 ELEVATOR DOOR SILL DETAIL

3" = 1'-0"7 1ST FLOOR - COLUMN WRAP DETAIL

1 1/2" = 1'-0"10

1ST FLOOR CEILING TO BANQUETTEDETAIL

3" = 1'-0"8 BACK CORRIDOR LED LIT COLUMN

1" = 1'-0"4 BOTTOM OF STAIR DTL.

3" = 1'-0"3 STRINGER & LED LIGHT DETAIL

1" = 1'-0"9 SEAFOOD DISPLAY

5/8"PAPERLESSGYP. BD.CEILINGREINF. TAPE @ ALLINTERIOR CORNERS

5/8" PAPERLESS GYP.BD. ON SCHEDULEDPARTITION

1-1/2" GALV.C-CHANNELS @ 48"O/C W/TIE WIRES @24 O/C

7/8" GALV. FURRING@ 16" O/C

DUCT SEE M.E.P. DWG'S DUCT SEE M.E.P. DWG'S

U.L. DESIGN NO. U469

1/2" PAPERLESSGYP. BD. TO ALIGNW / FIN. FACE

1-HR FIRE RATEDCHASE - SEE WT.###

1-HR FIRE RATEDCHASE - SEE WT.###

SOUND ATTENUATIONBATT INSUL.

DIMS. IN FLOOR PLANS DIMS. IN FLOOR PLANS

DIM

S. IN

FLO

OR

PLA

NS

DIM

S. IN

FLO

OR

PLA

NS

C

EXISTING FLOOR ASSEMBLY- CONCRETEMETAL DECK OVER STEEL JOIST &BEAMS

STAIRS

PARTITON WALL TO EXTEND PASTBOTTOM OF EXISTING STRUCTURE

WOOD BLOCKING

SMOKE BAFFLE ALUMINUM BASE

SPRINKLER SYSTEM PER NFPA13

1/2" CLEAR TEMPERED GLASS W/FLAT POLISHED EDGES

1.1

A

C

B

3"18

' - 0

"3"

EQEQ

EQEQ

A5.033

A5.035

1A3.03

1A7.01

A

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

As indicated 10/2

8/20

14 4

:32:

03 P

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C:\U

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4:3

2:03

PM

A5.03

INTERIOR DETAILS


CheckerAuthor

07-16-201413-364


1 1/2" = 1'-0"1 1 HR-RATED CHASE

1 1/2" = 1'-0"4 CEILING AT STAIR

Revisions

# Description Date3 ISSUANCE 3 Date 3

1/2" = 1'-0"2 ENLARGED PLAN - NANA WALL

3" = 1'-0"3

NANA WALL JAMB DETAIL - HINGEDPANEL

3" = 1'-0"5

NANA WALL JAMB DETAIL - SLIDINGPANEL

6" = 1'-0"6 DROP CEILING - GYPSUM BOARD DETAIL

3

1 2 31.1

C

B

7' - 7 1/4"

21 TREADS @ 11"

19' - 3"

6' - 10 1/4" 19' - 3"

CLE

AR

3' -

8"

4' -

4"

5' - 7"

3A5.02

2A5.02

2 3 4

C

B17' - 7"

CLE

AR

3' -

8"

CLE

AR

3' -

8"

19' - 3" 6' - 5 3/8" 9' - 2"

4' -

8"

2A7.01

1A7.01

4

C

B23' - 9"

29' - 11"

10 TREADS @ 11"

9' - 2" 4' - 0"

10 TREADS @ 11"

9' - 2" 5' - 10 7/8"

CLE

AR

3' -

8"

CLE

AR

3' -

8"

4' -

4"

1A5.02

2A5.02

1A7.01

2A7.01



17' - 7"


29' - 11"

1234 1.1

ALLEY GRADE15' - 4"

T.O. ROOF41' - 10"

HAN

DR

AIL

2' -

9 3/

8"

HAN

DR

AIL

2' -

10"

22 R

ISER

S @

6 1

/2"

12' -

0"

11 R

ISER

S @

6 1

/2"

6' -

2"

11 R

ISER

S @

6 1

/2"

6' -

2"

9' -

9"2'

- 3"

12' -

4"

11' -

11"

7' -

1 1/

8"

7' -

4 3/

8"



17' - 7"


29' - 11"

1 2 3 41.1

ALLEY GRADE15' - 4"

T.O. ROOF41' - 10"

2A3.02

4' - 0"

4' - 0"

4' - 0"

4' - 0"

1' - 7 1/8"

4' - 0"

1' - 4 1/8"2' - 11 1/4"

4' - 0"

4' - 0"

1' - 7 7/8"

4' - 0"

2' - 0 1/4"

6' -

11 7

/8"

6' -

10 3

/8"

3

G2

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

1/4" = 1'-0" 10/2

8/20

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PM

A7.01

STAIR 1 PLANS & SECTION


CheckerAuthor

07-16-201413-364


1/4" = 1'-0"3 STAIR 1 FIRST FLOOR

1/4" = 1'-0"4 STAIR 1 SECOND FLOOR

1/4" = 1'-0"5 STAIR 1 THRID FLOOR

1/4" = 1'-0"1 STAIR 1 SECTION

Revisions


3 ISSUANCE 3 Date 3

1/4" = 1'-0"2 STAIR 1 SECTION 2

UP UP

8

A

C

B

4A7.02

14' -

0 1

/2"

3' -

11 1

/4"

5' - 7"

5A7.02

8

A

C

B

4A7.02

6 1/

4"

6 1/

4"4'

- 6"

13' -

5 3

/4"

15' - 4"

5A7.02

7 8

A

C

B

4A7.02

CLEAR

3' - 11" 10 5/8"

CLEAR

3' - 11"

13' - 1 7/8"

CLE

AR

3' -

11"

5' -

3 7/

8"

1' -

4 1/

2"17

' - 5

1/2

"

18' -

1 3

/4"

8 1/

4"

CLE

AR

3' -

11"

11' - 10 5/8" 4' - 8 3/4"

29' - 11"

5A7.02



17' - 7"


29' - 11"

A C

ALLEY GRADE15' - 4"

T.O. ROOF41' - 10"

B

14' -

7 1

/8"

9' -

9"

11' -

11"

14' -

7"

9' -

9"

5A7.02



17' - 7"


29' - 11"

8

ALLEY GRADE15' - 4"

T.O. ROOF41' - 10"

4A7.02

9' -

9"2'

- 3"

12' -

4"

11' -

11"

2-HRSHAFTWALL

@ UNDERSIDEOF STAIR TO

MAINTAINENCLOSURE

RATING

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

1/4" = 1'-0" 10/2

8/20

14 4

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07 P

M

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PM

A7.02

STAIR 2 PLANS & SECTION


CheckerAuthor

07-16-201413-364


Revisions

# Description Date

1/4" = 1'-0"1 STAIR 2 FIRST FLOOR

1/4" = 1'-0"2 STAIR 2 SECOND FLOOR

1/4" = 1'-0"3 STAIR 2 THIRD FLOOR



7

C

B

5A7.03

CLEAR

7' - 8 3/8"

8' - 11 5/8"

2' -

7 3/

8"4'

- 8"

7' -

0 1/

4"10

3/4

"

7' - 8 3/8"

7

C

B

5A7.03

7' - 8 3/8"

4' - 7 3/8" 3' - 1"

7' - 8 3/8"

8' - 4"

1' -

6 3/

8"3'

- 1

5/8"

2' -

7 3/

8"

CLE

AR

5' -

9"

7' -

0 1/

2"

7

C

B

A4.07

5A7.03

7' - 8 3/8"

4' - 7 3/8" 2' - 8 5/8"

CLEAR

7' - 4"

8' - 11 5/8"

1' -

8 3/

8"3'

- 1

5/8"

2' -

7 3/

8"

CLE

AR

5' -

9"

10 1

/2"

7' -

0 1/

2"

5A7.02



17' - 7"

STREET GRADE0' - 0"


29' - 11"

C

ALLEY GRADE15' - 4"

T.O. ROOF41' - 10"

B

11' -

11"

12' -

4"

2' -

3"9'

- 9"

5' -

0"

1' -

0"4'

- 0"

4 1/

2"12

' - 8

5/8

"1'

- 5

7/8"

4 3/

4"10

' - 0

"1'

- 6

1/4"

A5.026

A5.026

A5.025

A5.025

A5.025

9' -

9"

7

C

B

5A7.03

10 3

/4"

3' -

9 1/

4"2'

- 7

3/8"

7 5/

8"

7' -

0 1/

4"

1' -

4 3/

4"6"

5' - 3" 3' - 8 5/8"

8' - 11 5/8"

5A7.02

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

1/2" = 1'-0" 10/2

8/20

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4:3

2:08

PM

A7.03

ELEVATOR PLANS @ SECTIONS


CheckerAuthor

07-16-201413-364


1/2" = 1'-0"2 1ST FLOOR ELEVATOR PLAN

1/2" = 1'-0"3 2ND FLOOR ELEVATOR PLAN

1/2" = 1'-0"4 3RD FLOOR ELEVATOR PLAN

1/2" = 1'-0"5 ELEVATOR SECTION

1/2" = 1'-0"1 ELEVATOR PIT PLAN

Revisions


11/16" SLOPE SLAB

PROCELAIN TILE ON

SETTING BED PER

SCHEDULE

PEDESTRIAN

TRAFFIC COATING

ALUMINUM SLIDING DOORS

EXT,

SEALANT - NOT TO

OBSTRUCT WEEP HOLES

ALUMINUM SLIDING DOOR

SILL AND TRACK SET IN

FULL BED OF SEALANT

INT.

PORCELAIN TILE ON SETTING BED

PER SCHEDULE

CONCRETE ON MTL.

DECK (EXISTING)

CLAMPING RING

RUBBERGARDECOWHITE EPDM ROOFMEMBRANE

TAPERED INSULATION;MAX. SLOPE INTODRAIN PER MANUF'R.

COVER BOARD ANDTAPERED THERMALINSULATION (R-25)

INSTALL SEALANTBETWEENDRAIN BOWLFLANGE ANDROOF MEMBRANE

DRAIN BOWL

ROUND CUT INTHERMOPLASTICMEMBRANE; EXTENDAPPROX. 1" [25mm]PASTCLAMPING RING

HOLE INMEMBRANESHOULD BELARGER THANDRAIN PIPEDIAMETER

DRAIN DOME

MTL. ROOF DECK

1

MTL. ROOF DECK

SEALANT

DRAWBAND

INSTALL SEALANT BETWEENPIPE AND PREFABRICATEDMEMBRANE FLASHING

PREFABRICATEDMEMBRANE FLASHING

SEALANT (IF REQUIRED BYTHE SPECIFIC SYSTEM)

RUBBERGARDECOWHITE EPDMROOF MEMBRANE

MEMBRANE CAP

PLUMBING VENT STACK

FLASHING MEMBRANE

SEALANT (IF REQUIRED BYTHE SPECIFIC SYSTEM)

B. PLUMBING VENT(FIELD WRAP)

A. PLUMBING VENT(PREMANUFACTURED BOOT)

COVER BOARD ANDTAPERED THERMALINSULATION (R-25)1

1-1/2" GALV. C-CHANNELS @ 48" O/CW/TIE WIRES @ 24 O/C

7/8" GALV. FURRING @16" O/C

5/8" PAPERLESS GYP.BD. CEILING

REINF. TAPE @ ALLINTERIOR CORNERS

EXISTING EXTERIORBRICK WALL

FLEX THRU-WALLFLASHING

STEEL ANGLE PERSTRUCT.WEEP W / STEEL DRIPEDGE

STEEL TUBE - REFER TOSTRUCTURAL DRAWINGS

SLIDDING DOOR - REFERTO DOOR SCHEDULE

3

T.O. ROOF41' - 10"

3

A8.006

1-1/2" SPRAR FOAMINSULATION

HYLOAD FLASHINGMEMBRANE @ BACKOF Z FURRING & SPF

WEEP

STEEL LINTEL, SEESTRUCTURALDRAWINGS

T.O. ROOF41' - 10"

PRE-FORMED MTL. COPING W/ HEMMED DRIP EDGE

WOOD BLOCKING (FRT)

MTL. COUNTER FLASHING

COVERED BOARDAND TAPEDTHERMALINSULATION (R-25)

RUBBERGARD ECOWHITEEPDM ROOF MEMBRANE,TURNED UP-WALL

VAPOR BARRIER

MTL. DECKING

REFER TOSTRUCTURALDWGS.

CONCRETE MASONRY UNITS (CMU)

APPROVED ANCHOR

3'-6

" TO

TO

P O

F PA

RAP

ET

1

1-1/2" SPRAR FOAMINSULATION

HYLOAD FLASHINGMEMBRANE @ BACKOF Z FURRING & SPF

A8.015

SEAL WITH LAPEDGE SEALANT

FLASHING MEMBRANE

8" M

IN.

1/4" CPMPROCO STRUCTURAL SKIN

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

As indicated 10/2

8/20

14 4

:32:

10 P

M

C:\U

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2014

4:3

2:10

PM

A8.00

EXTERIOR DETAILS


CheckerAuthor

07-16-201413-364


3" = 1'-0"1 ROOF DRAIN DETAIL

3" = 1'-0"2 PLUMBING VENT DETAIL

1 1/2" = 1'-0"3 EXTERIOR TO INTERIOR GYP CEILING

1 1/2" = 1'-0"4 INTERIOR GYP TO CAGE CEILING

3" = 1'-0"6 MASSONRY PARAPET DETAIL

Revisions


1 DCRA COMMENTS 09-24-20143 ISSUANCE 3 Date 3

3

3" = 1'-0"5 NanaWall Transition

33

Date

Drawn ByManaged By

Project #




Scale:



301.652.9020 (p) 301.652.9166 (f)

www.streetsense.com

NOTES

SUBMITTALS

PROFESSIONAL SEAL

As indicated 10/2

8/20

14 4

:32:

13 P

M

C:\U

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4 D

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2015

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2014

4:3

2:13

PM

A8.01

EXTERIOR DETAILS


CheckerAuthor

07-16-201413-364


3" = 1'-0"3 TRELLIS ASSEMBLY DETAIL



Revisions


1" = 1'-0"4 Transition at Exterior Wall

3" = 1'-0"5 ROOF PARAPET - EM shield