1 2 3 4 5 CORBETT CENTER COURTYARD PATIO RENOVATION › wp-content › uploads › sites › 57 ›...

PROJECTION (PLAN / ELEVATION)

MEMBRANE ROOFING

STUCCO

CUT (SECTION)

CONCRETE

EARTH

RIGID INSULATION

BATT INSULATION

WOOD BLOCKING

SPRAYED INSULATION

EXISTING TO REMAIN

CMU

BUILDING SECTION SYMBOL WALL SECTION SYMBOL

ELEVATION SYMBOLS REFERENCE KEYNOTE SYMBOL

A101

1SIM

DETAIL SYMBOL

A101

1SIM

SIMILAR, TYPICAL, OR MIRRORED REFERENCE

SIMILAR, TYPICAL, OR MIRRORED REFERENCE

SPOT DIMENSIONS

HEIGHT INDICATION (ABOVE RESPECTIVE GROUND FLOOR LEVEL

ELEVATION)0'-0"

WINDOW/ DOOR TAG SYMBOLS

WALL TAG SYMBOL

PARTITION TYPE

1,234 SF

12

ROOM NUMBER

AREA

OCCUPANT LOAD

ROOM TAG SYMBOL

Room name

CH= 1'-0"

CEILING TAG SYMBOL

HEIGHT INDICATION (ABOVE RESPECTIVE FLOOR LEVEL ELEVATION)

DETAIL

SHEET NUMBER

SHEET NUMBER

BUILDING SECTIONNUMBER

SHEET NUMBER

DETAIL

SHEET NUMBER

BUILDING SECTION NUMBER

SHEET NUMBER

ELEVATION NUMBER

A1 A101

E3/A504

DETAIL / SHEET #E3

/A

50

4

A101

1SIM

A101

1SIM

A101

1SIM

1

A101

1t

A DOOR TAG

1tWINDOW TAG

DIVISION 00 -SHEET

KEYNOTES

KEYED NOTE - REFERS TO KEYNOTE LEGEND

ON EACH SHEET

PROJECT LOCATION1600 INTERNATIONAL MALLLAS CRUCES, NM 88003

STEWART ST.

INTERNATIONAL MALL

E. UNIVERSITY AVE.

JO

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PHASE I - ELECTRICAL INFRASTRUCTURE:

BRING POWER FROM THE EXISTING ELECTRICAL ROOM WITHIN TAOS DINING AREA TO A NEW EXTERIOR MOUNTED SUB PANEL AT LOCATION SPECIFIED ON DRAWINGS. PROVIDE AND INSTALL ALL SHUNTS AND CONNECTIONS TO THE FIRE ALARM SYSTEM AS REQUIRED BY NMSU FIRE.

*NOTE: PHASE I WILL BE COMPLETED ON A SEPARATE PERMIT PRIOR TO THE BEGINNING OF THE SCOPEOF WORK LISTED FOR THIS PROJECT AS PART OF THE SAME CONSTRUCTION CONTRACT.

PHASE II - EXTERIOR COURTYARD BAR

UTILIZE THE EXISTING COVERED CANOPY - RECONFIGURED TO FUNCTION AS A FULL SERVICE BAR AND OTHER IMPROVEMENTS TO THE EXISTING COURTYARD.

• REVERSE DOORS AT BOTH EXITS TO THE COURTYARD TO ALLOW THE DOORS TO FLOW IN THEDIRECTION OF EGRESS AS SHOWN ON DRAWINGS.

• REMOVE EXIT SIGNS INSIDE THE CORRIDOR SHOWING EGRESS TO EXIT TO THE COURTYARD.• INSTALL NEW EXIT SIGNS OUTSIDE, SHOWING THE CORRECT EXIT FROM THE COURTYARD INTO

THE CORRIDOR AND OUT THROUGH THE EXISTING EXIT DOORS.• PROVIDE AND INSTALL ALL DOOR HARDWARE AS SPECIFIED - EXIT DOORS WILL REQUIRE A

LOCKABLE PANIC DEVICE THAT WILL ALLOW THE DOORS TO BE LOCKED FROM THE EXITING SIDEAFTER HOURS.

• REMOVE EXISTING SECTION OF HOLLOW METAL STOREFRONT AS INDICATED ON DRAWINGSAND INSTALL NEW FILL IN WALL (EIFS FINISH TO MATCH EXISTING) WITH A HOLLOW METAL DOORAND FRAME. THIS DOOR WILL REQUIRE CARD READER ACCESS ON BOTH SIDES FOR SERVERPASSAGE ONLY - NOT AN EGRESS DOOR.

• CUT BACK EIFS AND PROVIDE AND INSTALL NEW LIGHT GAGE METAL FRAMED CANOPY WITHLIGHTWEIGHT CONCRETE TILE ROOFING, WOOD FASCIA, AND SOFFIT AS SHOWN ON THEDRAWINGS.

• REMOVE THE EXISTING PAVERS UNDER THE CANOPY AND WHERE THE MASONRY WALLS WILLBE PLACED AND INSTALL NEW 4" SLAB ON GRADE AS INDICATED ON THE DRAWINGS FOR THEBAR AREA, TABLES, AND THE FIRE PIT. PROVIDE AND INSTALL FLOOR DRAINS AND FLOOR SINKSAS INDICATED ON THE DRAWINGS IN THESE AREAS.

• SELECTIVE DEMOLITION TO OPEN HOLLOW COLUMNS TO CREATE NICHES FOR TV'S ANDSHELVING AS SHOWN ON THE DRAWINGS. THIS WILL REQUIRE A RE-ROUTING OF THE EXISTING DRAIN PIPES WITHIN THE CHASE.

• OVERCOAT EXISTING EIFS FINISH WITH ELASTOMERIC BASE COAT WITH INTEGRATED MESH ANDNEW FINISH COAT (COLOR AS SELECTED BY THE ARCHITECT) ON ALL EXPOSED EIFS BELOW THECANOPY TO CHANGE TO A CONTRASTING COLOR. DAFS OVER CEMENT BOARD AT LOCATIONSAS SPECIFIED ON THE DRAWINGS.

• PROVIDE AND INSTALL "FROSTED FILM" ON THE OUTSIDE OF THE EXISTING WINDOWS UNDERTHE CANOPY TO 4'-0" AFF TO MASK THE VIEW OF THE BACK OF THE EQUIPMENT FROM THEINSIDE OF THE EXISTING DINING AREA.

• CREATE A NEW OPENING FROM THE EXISTING KITCHEN TO THE DINING AREA TO FUNCTION AS ASERVER PASS THROUGH AT THE AREA INDICATED ON THE DRAWINGS. THIS WILL INCLUDE THEEXCLUSION OF THE EXISTING CLOSET AND SLIGHT MODIFICATIONS TO THE EXISTING AREA.

• NEW BURNISHED MASONRY WALLS TO PARTIALLY ENCLOSE THE EXISTING CANOPY UNDER THEMECHANICAL CHASE.

• PROVIDE AND INSTALL THREE (3) NEW OVERHEAD COILING SECURITY GRILLS AT EACH OF THETHREE OPENINGS (EXTERIOR FACE MOUNT).

• NEW BURNISHED MASONRY WALLS TO FUNCTION AS TABLE BASES AS SHOWN ON DRAWINGS.• NEW CONCRETE COUNTERTOPS AT BAR FRONT, SIDES, AND BUILT-IN TABLES.• PROVIDE ALL ELECTRICAL AND PLUMBING INFRASTRUCTURE (CONNECTED TO EXISTING

INFRASTRUCTURE) WITHIN THE BAR AREA TO ALLOW A FULLY FUNCTIONING FULL SERVICE BAR.• INSTALL ALL OWNER PROVIDED EQUIPMENT AS LISTED IN THE EQUIPMENT SCHEDULE.• PROVIDE ALL ELECTRICAL AND DATA INFRASTRUCTURE NEEDED FOR THE OWNER PROVIDED

TELEVISIONS AND INSTALL OWNER PROVIDED TELEVISIONS IN THE LOCATIONS SPECIFIED ONTHE DRAWINGS.

• PROVIDE AND INSTALL NEW LIGHTING AS SHOWN ON THE DRAWINGS.• REPLACE THE EXISTING LIGHT FIXTURES UNDER SOFFIT WITH THE REPLACEMENT FIXTURES

INDICATED ON THE DRAWINGS.• STRIP ALL PAINT OFF OR THE EXISTING LIGHT POLES AND REPLACE GLOBES WITH NEW EQUAL.• PROVIDE FIRE PIT SPECIFIED AND GAS AND ELECTRICAL INFRASTRUCTURE NEEDED (INCLUDING

SHUNTS AND EMERGENCY SHUT-OFF BUTTON FOR A FULLY FUNCTIONING FIRE PIT AT THELOCATION SPECIFIED ON THE DRAWINGS (MUST MEET ALL SAFETY REQUIREMENTS OF NMSUFIRE DEPARTMENT).

• CONNECT TO EXISTING IRRIGATION INFRASTRUCTURE AND RUN NEW IRRIGATION LINESTHROUGHOUT THE PLANTER UNDER THE STAIRS.

• ADD NEW SOIL TO THE PLANTER UNDER STAIRS TO PREPARE AREA FOR OWNER PROVIDEDHERB/VEGETABLE GARDEN.

• PROVIDE AND INSTALL METAL LETTER SIGNAGE AS SHOWN ON DRAWINGS• PROVIDE ELECTRICAL INFRASTRUCTURE FOR ELECTRIC BUILDING SIGN ABOVE CANOPY.

This document may not be reproduced in whole or part by any means, electronic or otherwise without the explicit written permission of Williams Design Group, Inc. All reports, plans, specifications, computer files, field data and other documents and instruments prepared by the Architect as instruments of service shall remain the property of the Architect. The Architect shall retain all common law, statutory, and other reserved rights, including the copyright thereto.

Copyright 2017 © Williams Design Group, Inc. All rights reserved.

WILLIAMS DESIGN GROUP INC1014 SOUTH MAIN STREETLAS CRUCESNEW MEXICO 88005P. 575.528.0022F. 575.528.0023

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DRAWING INDEX

VICINITY MAP

ARCHITECTURAL

AD01 DEMOLITION PLAN

A101 FIRST FLOOR PLAN

A102 EQUIPMENT PLAN & EQUIPMENT SCHEDULE

A103 ENLARGED FLOOR PLAN & DETAILS

A110 FLOOR SLAB PLAN

A121 FIRST FLOOR REFLECTED CEILING PLAN

A131 ROOF PLAN & ROOF DETAILS

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS & DETAILS

A510 DETAILS

CORBETT CENTER COURTYARD PATIO RENOVATION

COVER G-SHEETS

G001 COVER SHEET

G002 CODE REVIEW DATA / EXITING PLAN

G003 ACCESSIBLE DETAILS, WALL TYPES, DOOR TYPES, IRRIGATION PLAN

G004 OUTLINE SPECIFICATIONS

G005 OUTLINE SPECIFICATIONS

NMSU CORBETT CENTER STUDENT UNION1600 INTERNATIONAL MALL

LAS CRUCES, NM 88003

PLUMBING

P100 PLUMBING GENERAL NOTES

P200 DOMESTIC WATER PLUMBING PLAN

P201 SEWER & VENT PLUMBING PLAN

P300 PLUMBING DETAILS

ELECTRICAL

E100 ELECTRICAL GENERAL NOTES

E200 LIGHTING PLAN

E201 POWER PLAN

E300 ELECTRICAL DETAILS

2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL EXISTING BUILDING CODE2015 NM COMMERCIAL CODES2012 NM PLUMBING CODE2012 UNIFORM MECHANICAL CODE2012 NM MECHANICAL CODE2014 NATIONAL ELECTRICAL CODE2014 NM ELECTRICAL CODE2009 INTERNATIONAL ENERGY CONSERVATION CODE2003 INTERNATIONAL FIRE CODE

DESIGN CODES

MATERIAL LEGEND

SYMBOL LEGEND

75% CONSTRUCTION DOCUMENTS

JUNE 21, 2018

OWNER:NEW MEXICO STATE UNIVERSITYNMSU FACILITIES & SERVICES1530 WELLS STLAS CRUCES, NM 88003

CONTACT: ORASA VAUGHTPH: (575) 646-4549

CONSULTANTS:

ARCHITECT:

WDG ARCHITECTS WILLIAMS DESIGN GROUP, INC

1014 SOUTH MAIN STREETLAS CRUCES, NM 88005

P. (575) 528 - 0022F. (575) 528 - 0023

CONTACT: DAVID CLARKE

MECHANICAL, ELECTRICAL

RAXIS ENGINEERING3800 N. MESAEL PASO, TX. 79902

CONTACT: JOSE MORALESPH: (915) 539-2515

SCOPE OF WORK Mark

Date

Description

H101C

HALLWAY

S116I

KITCHENSTORAGE

E116J

ELECTRICALROOM

S116H

STORAGE

144

TAOSDINING HALL

144

TAOSDINING HALL

130

DINING SERVICES

130B

DINING SERVICESOFFICE

130D


130C


R131

MEN'SRESTROOM

R133

WOMEN'SRESTROOM

J135

JANITORCLOSET

137C

137

R139

GENDER NEUTRALRESTROOM

R141

GENDER NEUTRALRESTROOM

0

EAST COURT

148

AGGIEUNDERGROUND

H146

EASTLOBBY

144A

SIERRAMEETING ROOM

S148A

STORAGE

S125A

WALK-INCOOLER

S125

DRY STORAGE

S125B

STORAGE

S124B

STORAGE

1ST2

STAIR 2

124C

OFFICE

E124A

ELECTRICALCLOSET

132

TAOSDINING HALL

1ST3

STAIR 3

E137B

137A

H143

VESTIBULE

UP

UP

UP

UP

7'-7"

116I 116J116H

116

136 144

130

130A

130C130E

131

133

135 137A

137A.1

137B

137C

137C.1

139 141

0 148

146

144B

148A

124C

124A

124BB 124B

1ST2

124H

124J

132

1ST3

137B.1

107'-0"

186'-0"

217'-0"

115'-0"

143'-0"

STAIR 2

STAIR 3

X 04

X 05

X 10

X 11

X 09

X 08

X 07

STAIR 9

AREA 1.3

AIR

OUT

DC

AIR

IN

FE

C

255178179

178

A

680

340

B

8

100

101

2

102

110

279

EXISTING EGRESS PATH (UNMODIFIED)

357

534

OCCUPANCY CLASSIFICATION: A-2 ASSEMBY

FUNCTION OF SPACE: ASSEMBLY (UNCONCENTRATED TABLES AND CHAIRS)

OCCUPANT LOAD FACTOR: 15 NET

NET FLOOR AREA: 3,012 SF

OCCUPANT LOAD: 201

OCCUPANCY CLASSIFICATION: A-2 ASSEMBY

FUNCTION OF SPACE: KITCHENS, COMMERCIAL

OCCUPANT LOAD FACTOR: 200 GROSS

GROSS AREA: 333 GSF

OCCUPANT LOAD: 2

LOCATION OF PUBLIC TOILET FACILITIES LOCATED WITHIN 250'

LOCATION OF PUBLIC DRINKING FOUNTAINS LOCATED WITHIN 250'

MAXIMUM TRAVEL DISTANCE TO EXIT: 160'-0"

A101

C3

A101

A1

LOCATION OF WORK AREA 2 -

SERVER WINDOW

WORK AREA 1 -COURTYARD RENOVATIONS

PROJECT TYPE:RENOVATION

CLASSIFICATION OF WORK:ALTERATION - LEVEL 2Per IBC 2015 - 304.1OCCUPANCY CLASSIFICATION: A-2 (TAVERNS AND BARS)

EXISTING CONSTRUCTION TYPE : IBNET FLOOR AREA: 4,292 SF

BUILDING AREA MODIFICATIONS

NO CHANGE IN AREA

EXIT WIDTH REQUIREMENTS - Per IBC 2015 1005.3.2

TOTAL OCCUPANT LOAD (NEW WORK): 203 OCCUPANTSTOTAL OCCUPANT LOAD (EXISTING) SHARING PATH OF TRAVEL W/ NEW WORK: 441 OCCUPANTS

TOTAL PROJECT OCCUPANT LOAD: 644 OCCUPANTS

-REQUIRED EXIT WIDTH (644 X .2) 128.8 INCHES

-ACTUAL EXIT DOOR WIDTH 204 INCHES

Per IBC 2015 506.3.3 - Equation 5-5

EXIT TRAVEL DISTANCE REQUIREMENTS - Per IBC 2015 1017.2

OCCUPANCY CLASSIFICATION A (NONSPRINKLERED) :200'-0" MAX DISTANCE

SEPARATION REQUIREMENTS - (IBC 2015)

Per IBC 2015 TABLE 508.4

NO SEPARATION REQUIREMENT BETWEEN A-OCCUPANCY AND A-OCCUPANCY

OCCUPANT LOAD FACTOR - Per IBC 2015 1004.1.2

ASSEMBLY A-2 (UNCONCENTRATED TABLES AND CHAIRS) - 15 NSF/OCCUPANTKITCHENS, COMMERCIAL - 200 GSF/OCCUPANT

STAIRWAY WIDTH REQUIREMENTS - Per IBC 2015 1009.3

NOT APPLICABLE

EXIT CORRDOR WIDTH REQUIREMENTS - Per IBC 2015 1020.2

"ANY FACILITY NOT LISTED"

REQUIRED: 44" CLEAR WIDTH PROVIDED: 102" MIN. CLEAR WIDTH

MEANS OF EGRESS - Per IEBC 2015 704 & 805.2

704.1 "ALTERATIONS SHALL BE DONE IN A MANNER THAT MAINTAINS THE LEVEL OF PROTECTION PROVIDED FOR THE MEANS OF EGRESS."

805.2 "MEANS OF EGRESS CONFORMING TO THE REQUIRMENTS OF THE BUILDING CODE UNDER WHICH THE BUILDING WAS CONSTRUCTED SHALL BE CONSIDERED COMPLIANT IF, IN THE OPINION OF THE CODE OFFICIAL, THEY DO NOT CONSTITUTE A DISTINCT HAZARD TO LIFE"

NOTE: ALL ALTERATIONS MAINTAIN THE LEVEL OF PROTECTION PROVIDED FOR THE MEANS OF EGRESS. ALTERATIONS DO NOT AFFECT THE CONFIGURATION OF AREAS UTLIZED AS REFUGE AREAS.

CODE REVIEW

FIRE PROTECTION - Per IEBC 2015 804.2.2

AUTOMATIC SPRINKLER SYSTEMS ARE NOT REQUIRED DUE TO EXCEPTION 2 (THE WORK AREA DOES NOT EXCEED 50 PERCENT OF THE FLOOR AREA.

TOTAL OCCUPANT LOAD (NEW WORK)

ASSEMBLY A-2 (UNCONCENTRATED TABLES AND CHAIRS):201KITCHENS, COMMERCIAL: 2

TOTAL OCCUPANT LOAD: 203

ACCESSIBLE MEANS OF EGRESS - Per IBC 2015 1009.1

EXCEPTION 1: "ACCESSIBLE MEANS OF EGRESS ARE NOT REQUIRED TO BE PROVIDED IN EXISTING BUILDINGS.

EXIT AND EXIT ACCESS - Per IBC 2015 1007.1.1

EXIT ACCESS DOORWAYS...SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGHT OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED.

DIAGONAL DIMENSION OF SPACE: 88'-6"EXIT ACCESS DOORWAY DISTANCE: 62'-9"

PLUMBING REQUIREMENTS:

USE REQUIRED PROVIDED (PUBLIC FACILITIES)

102 WOMEN102 MEN

TOTAL OCCUPANT LOAD (203) =

(IBC 2015 CHAPTER 29: TABLE 2902.1)

W.C. LAV. W.C. LAV.MEN 3 3 16 8WOMEN 3 3 16 6

DRINKING FOUNTAINS REQUIRED PROVIDED (PUBLIC D.F.) OCCUPANTS 203 1 2

SERVICE SINK REQUIRED PROVIDED (SHARED FACILITY) 1 1

ASSEMBLY A-2:

# OCCUPANT LOAD OF SPACE

# PRE-DETERMINED OCCUPANT LOAD OF EXISTING SPACE

COMBINED OCCUPANT LOADS#

# COMBINED PRE-DETERMINED OCCUPANT LOADS OF EXISTING SPACE

EXIT IDENTIFICATION TAGA# CAPACITY OF CLEAR OPENING

(NUMBER OF OCCUPANTS)

DIRECTION OF TRAVEL

LEGEND This document may not be reproduced in whole or part by any means, electronic or otherwise without the explicit written permission of Williams Design Group, Inc. All reports, plans, specifications, computer files, field data and other documents and instruments prepared by the Architect as instruments of service shall remain the property of the Architect. The Architect shall retain all common law, statutory, and other reserved rights, including the copyright thereto.



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1/16" = 1'-0"G002A2 LIFE SAFETY DIAGRAM

PROJECT NORTH

Mark

Date

Description

Max.

10"

15

" M

in.

48

" M

ax.

34

" M

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10" - 24"

46

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CLEAR TURNING CIRCLE

60" DIAMETER

CLEAR FLOOR AREA

CLEAR FLOOR AREA

30"

48"

12" 36" 12"

24"

36"

T-SHAPED TURNING SPACE

URINALSLAVATORIESWATER CLOSETS

ALIGN CENTER ON FIXTURE

WRAP HOT & WASTE WATER PIPING WITH INSULATION

SIN

K R

IM L

EV

EL

34"

EQ EQ

CLEAR

30"

17"-20"

27"

TO

SIN

K R

IM

34"

8"

11"

17"-25"

9"

19" MAX

30"

MIN

48" MIN.

1

1 22

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E O

F E

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RA

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4'-0

"

5'-0

" M

AX

.

FIRE EXTINGUISHER CABINET BODY

FIRE EXTINGUISHER CABINET WALL TRIM

5/8" GYPSUM WALL BOARD

METAL STUD

METAL STUD AS CHEDULED. PROVIDE FIRE RATING AS SCHEDULED

5/8" GYPSUM WALL BOARD

2" 3'-0" 2"

2"

7'-0

"

10"

5'-8

"6

"

6" 2'-0" 6"

7'-0

"

3'-0"

A 1

HM DOOR WITH FULL LITE -

NEW SERVER DOOR

HM DOOR FRAME IN NEW FILLER WALL

AB

OVERHEAD COILING

SECURITY SCREEN

1'-7 1

/2"

1'-6

"

VA

RIE

S -

SE

E E

LE

VA

TIO

NS

VARIES - SEE PLAN3" 3"

1 2

8" BURNISHED CMU -POLISHED EXTERIOR - FRP

INTERIOR

6" BURNISHED CMU - 2 SIDED TABLE BASE -POLISHED EXTERIOR

CONCRETE MASONRY UNIT(S) 8" -BURNISHED, COLOR AS SELECTEDBY THE ARCHITECT - BURNISHEDFINISH TO FACE COURTYARD, ALLEXPOSED END-PIECES TO BEBURNISHED

GLASS FIBER REINFORCED PLASTICPANEL - ADHERE TO BURNISHEDCMU OR SECURE TO STUDS - REFERTO WALL TYPES



GROUT CELLS SOLID EVERY 4'-0"WHERE VERTICAL REINFORCINGOCCURS


CAST-IN-PLACE CONCRETE FOOTINGCAST-IN-PLACE CONCRETE FOOTING

VA

RIE

S

TY

P

8"

TY

P

8"

VA

RIE

S

GYPSUM BOARD 5/8", STANDARD,PAINTED - LEVEL 5 WHERE EXPOSED

3-5/8" METAL STUDS, 16" OC MINIMUM

GLASS MAT-FACED GYPSUM BOARDSHEATHING, 5/8"

FLUID-APPLIED WEATHER,MOISTURE, AND VAPOR BARRIERSYSTEM

STUD RUNNER TRACK

ADHESIVE/DRAINAGE PLANE

EXTERIOR INSULATION AND FINISHSYSTEM, 2"

EIFS FINISH COAT - COLORSELECTED BY ARCHITECT - COLOR#1

STUD RUNNER TRACK

SCHEDULED BASE

3

3-5/8" METAL STUD FILLER WALL - GWB INTERIOR, EIFS TO MATCH EXISTING

EXTERIOR


STUD RUNNER TRACK


GLASS MAT-FACED GYPSUM BOARDSHEATHING, 5/8"

FLUID-APPLIED WEATHER,MOISTURE, AND VAPOR BARRIERSYSTEM

1/2" X 4" TOUNGE AND GROOVEPROFILE PVC BEAD BOARD - SECURETO STUDS - PAINT TO MATCH NEWEIFS FINISH - SEAL AT JOINTS

4

3-5/8" METAL STUD FILLER WALL - STUCCO

TO MATCH EXISTING EXTERIOR


3-5/8" METAL STUD FILLER /FURROUT WALL

GYP ONE SIDE*

5

*NOTE: USE GLASS MAT ON EXTERIOR APPLICATIONS; STANDARD OTHERWISE.

**NOTE: ADD FRP PANEL WHEN USED AS A FURROUT WALL AT FRONT BAR.

STUD RUNNER TRACK

GLASS MAT-FACED GYPSUM BOARDSHEATHING, 5/8" TYP. ON EXTERIOR

APPLICATIONS

GYPSUM BOARD 5/8", STANDARD,PAINTED - LEVEL 5 WHERE EXPOSEDTYP. ON INTERIOR APPLICATIONS

REFERENCE DETAILREFERENCE DETAIL REFERENCE DETAIL

STUD RUNNER TRACK STUD RUNNER TRACK

ABBREVIATION LEGEND

RS: ROOM SIGNAGERH: ROBE HOOKSR: SHOWER CURTAIN RODTB: TOWEL BARSK: SINKMI: MIRRORTP: TOILET PAPER DISPENSERSND: SANITARY NAPKIN DISPOSALGB42: GRAB BAR- 42" LONGGB36: GRAB BAR- 36" LONGGB18: VERTICAL GRAB BAR - 18" LONGEHD: ELECTRIC HAND DRYERSD: SOAP DISPENSERPD: PAPER TOWEL DISPENSERDF: DRINKING FOUNTAINFE: FIRE EXTINGUISHERWC: WATER CLOSETUR: URINAL

B EXISTING BACKFLOW PREVENTER

EXISTING PLASTIC ELECTRIC VALVE WITH FLOW CONTROL HANDLE - RE-USE IF POSSIBLE*

NEW BUBBLER - RAINBIRD #1401

EXISTING MASTER VALVE - RE-USE IF POSSIBLE*

*NOTE: IF EXISTING VALVES ARE UNUSABLE OR MISSING, CANTRACTOR SHALL INSTALL NEW VALVES -RAINBIRD #150-PEB SERIES

B

SET #1 – EXTERIOR HOLLOW METAL SECURED ACCESS DOORS WITH CLOSER

DOOR NUMBER: C100

EACH TO HAVE:3 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE1 EA STOREROOM LOCK AU5405LN 626 YAL1 EA ELECTRIC STRIKE 4100 32 TRINE1 EA SURFACE CLOSER 4111 EDA TB 689 TR1 EA KICK PLATE 8400 10" X 2" LDW 630 IVE1 EA WALL STOP WS407CVX 630 IVE3 EA SILENCER SR64 GY IVE2 EA CARD READER-BLACKBOARD DR4200 BLK BB1 EA DOOR CONTACT --- BLK BB1 EA POWER SUPPLY --- LGR BB1 EA WIRING DIAGRAM POINT TO POINT / RISER

ELECTRONIC ACCESS CONTROL – CARD READER

* CARD READERS SHALL BE BLACKBOARD, CONNECTED TO THE EXISTING

BLACKBOARD SYSTEM - REFER TO ELECTRICAL

• DOORS NORMALLY CLOSED AND LOCKED.• ENTRY BY VALID CREDENTIAL AT CARD READER BOTH SIDES OR BY

KEY AT LOCK.• NOT AN EGRESS DOOR - SECURED ACCESS ONLY FOR SERVERS.




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1/2" = 1'-0"G003C1 TYPICAL ADA MOUNTING HEIGHTS (ADULT)

3/8" = 1'-0"G003B1 01 FLOOR AREA DIAGRAMS

1/2" = 1'-0"G003D3 TYPICAL ADA MOUNTING HEIGHTS (ADULT)

3/4" = 1'-0"G003D1 FEC MOUNTING DETAIL

1 1/2" = 1'-0"G003D2 FIRE EXTINGUISHER CABINET DETAIL

1/2" = 1'-0"

DOOR TYPES LEGEND

1/2" = 1'-0"

WALL TYPES

Mark

Date

Description

1/4" = 1'-0"G003A5 IRRIGATION PLAN - PLANTER

DOOR HARDWARE

UP

A1 A201

EXISTINGCOURTYARD

EXISTING AGGIEUNDERGROUND

AREANEW BAR AREA

02 41 00.D1

02 41 00.D4

02 41 00.D3

02 41 00.D5

02 00 00.01

02 41 00.D4

02 41 00.D4

02 00 00.01

02 00 00.01

02 00 00.01

02 00 00.01

02 41 00.D6

02 41 00.D6

02 41 00.D6

02 41 00.D2

02 41 00.D2

02 41 00.D8

02 41 00.D8

02 41 00.D7

02 41 00.D7

B4

AD

01

A4

AD

01

02 41 00.D16

02 41 00.D4

ø 4' - 3"

9'-7 5

/8"

+/-

18

'-10

"

A4

A301

02 00 00.08

02 00 00.08

02 41 00.D702 41 00.D7

NICHE NICHE

02 41 00.D1002 41 00.D10

02 41 00.D1002 41 00.D10

OPEN

3'-3

"5

'-2

"

5'-1

"8

'-11

"

4'-11" 4'-11"

EQ EQ EQ EQ

NOTE: CONTINUE DEMOLITION OF EIFS FINISH ON ALL SIDES WHERE NEW CANOPY IS INDICATED.

1'-3" 3'-6" 1'-0" 13'-2" 1'-0" 3'-6" 1'-3"

10"

4'-2

"

10"

4'-2

"

NICHE NICHE

02 41 00.D17

3'-11

"

3'-11

"

OPEN

02 41 00.D17

A. DIMENSIONS ARE NOMINAL FROM FACE OF EXISTING.B. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS

AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES.C. CONTRACTOR SHALL PROVIDE TEMPORARY BARRIERS DURING CONSTRUCTION

TO PROVIDE DUST CONTROL AND SHALL COORDINATE WITH OWNER/ARCHITECT.D. CONTRACTOR SHALL PROTECT ALL EXISTING TO REMAIN ITEMS WITHIN WORK

AREA TO PREVENT DAMAGE. CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY ITEMS THAT HAVE BEEN DAMAGED DURING CONSTRUCTION.

E. CONTRACTOR SHALL COORDINATE SITE ACCESS AND STAGING AREA WITH OWNER/ARCHITECT.

F. REMAINING WALLS SHALL BE PATCHED AND REPAIRED TO MATCH EXISTING FINISHES AFTER DEMOLITION/ RENOVATION.

G. THE CONTRACTOR SHALL REPAIR AND REPLACE ANY ITEM OR SURFACE DAMAGED BY THE WORK, OR AS REQUIRED BY NEW INSTALLATION.

H. ALL DEMOLISHED MATERIALS TO BE REMOVED FROM SITE. U.N.O.I. CONTRACTOR SHALL KEEP ALL EXISTING EXIT WAYS CLEAR AND OPEN DURING

CONSTRUCTION.J. CONTRACTOR TO DEMOLISH AND REMOVE EXISTING PARAPET CAP WHERE NEW

CANOPY IS PROPOSED.

02 41 00.D11

02 41 00.D14

02 41 00.D12

4'-0

"

02 00 00.11

02 00 00.11

02 41 00.D13

02 00 00.01

02 00 00.01

02 41 00.D1502 41 00.D15

02 41 00.D1502 41 00.D15

KITCHEN

TAOS DININGAREA

6'-10

"

EQ

EQ

AD01

C4

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AD01

DEMOLITION PLAN

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3/16" = 1'-0"AD01A1 FIRST FLOOR DEMOLITION PLAN

PROJECT NORTH

DEMO KEYED NOTES02 00 00.01 EXISTING CONSTRUCTION TO REMAIN

02 00 00.03 EXISTING EIFS WALL TO REMAIN - PATCH / REPAIR AS REQUIRED - APPLYNEW ELASTOMERIC BASE COAT WITH INTEGRATED MESH AND NEWFINISH COAT (COLOR SELECTED BY ARCHITECT)

02 00 00.04 EXISTING SOFFIT TO REMAIN - PATCH/REPAIR AS REQUIRED - PAINT(COLOR SELECTED BY ARCHITECT)

02 00 00.05 EXISTING PAVERS TO REMAIN

02 00 00.06 EXISTING DOOR TO REMAIN

02 00 00.08 EXISTING ROOFING AND ROOF DRAINS TO REMAIN - LEADER PIPES TO BERE-ROUTED TO THE OUTSIDE OF COLUMN CHASE AS FAR AS POSSIBLE

02 00 00.09 EXISTING CHASE ACCESS PANELS TO REMAIN

02 00 00.11 EXISTING CASEWORK AND COUNTER TO REMAIN - PROTECT DURINGCONSTRUCTION

02 00 00.12 EXISTING PLUMBING FIXTURE TO REMAIN - PROTECT DURINGCONSTRUCTION

02 41 00.D1 REMOVE PORTION OF STOREFRONT IN ITS ENTIRETY - PREPARE AREAFOR NEW WORK

02 41 00.D2 REMOVE DOORS AND HINGES FROM FRAME - PREPARE FRAMES FOROPPOSITE DOOR SWING DIRECTION SWITCH

02 41 00.D3 REMOVE COBBLE INFILL - PREPARE FOR BRICK PAVER INFILL TO MATCHEXISTING

02 41 00.D4 REMOVE ALL BRICK PAVERS IN THIS AREA - PREPARE AREA FOR NEWSLAB ON GRADE

02 41 00.D5 SELECTIVELY REMOVE BRICK PAVERS NEEDED FOR A TRENCH TO RUNSANITARY SEWER TO THE POINT OF CONNECTION INDICATED IN THEDRAWINGS - REFERENCE PLUMBING FOR FURTHER DETAIL

02 41 00.D6 EXISTING LIGHT POST TO REMAIN - CONTRACTOR IS RESPONSIBLE FORSTRIPPING ALL PAINT LAYERS OFF TO EXPOSE THE ORIGINAL ALUMINUMFINISH - GLOBES NEED TO BE REMOVED AND PREPARED FORREPLACEMENT

02 41 00.D7 SELECTIVE DEMOLITION - CUT AND RECESS DOWN TO SHEATHING INAREAS INDICATED AS "NICHE". RE-APPLY WEATHER PROOF MEMBRANEAS REQUIRED

02 41 00.D8 REMOVE PORTION OF WALL INDICATED FOR NEW FIXED SHELVING

02 41 00.D9 EXISTING FOUNTAIN TO REMAIN - PROTECT DURING CONSTRUCTION

02 41 00.D10 REMOVE EXTERIOR FINISH SYSTEM DOWN TO STRUCTURE - PREPAREAREA FOR NEW CANOPY TO ATTACH TO EXISTING STRUCTURE

02 41 00.D11 REMOVE EXISTING DOOR AND FRAME IN ITS ENTIRETY - PREPARE AREAFOR NEW WORK

02 41 00.D12 REMOVE PORTION OF WALL AS SHOWN; NEW OPENING TO BEGIN AT 3'-5"A.F.F AND END AT 7'-0" A.F.F (4'-0" WIDE X 3'-7" HIGH) - PREPAREA AREAFOR NEW WORK

02 41 00.D13 REMOVE EXISTING WALL MOUNTED ITEMS AND SIGNAGE FROM THISAREA - SALVAGE ITEMS TO THE OWNER

02 41 00.D14 REMOVE PORTION OF EXISTING WALL AS SHOWN; BOTTOM OF NEWOPENING TO BE 7'4" A.F.F. - PREPARE AREA FOR NEW WORK

02 41 00.D15 REMOVE ALL EXISTING SHELVING UNITS IN THIS AREA - WILL BE CLOSEDOFF AS A CHASE

02 41 00.D16 SELECTIVELY REMOVE BRICK PAVERS NEEDED FOR A TRENCH TO RUNNEW GAS LINE TO THE POINT OF CONNECTION FOR THE NEW FIRE PIT -REFERENCE PLUMBING FOR FURTHER DETAIL

02 41 00.D17 REMOVE PORTION OF EXISTING WALL AS SHOWN INCLUDING EIFS FINISH,INSULATION, SHEATHING AND STUDS - PREPARE AREA FOR NEWFINISHES.

1/4" = 1'-0"AD01B4 ELEVATION - EXTERIOR FACE - EXISTING

1/4" = 1'-0"AD01A4 ELEVATION - INTERIOR FACE - EXISTING

GENERAL NOTES DEMOLITION

3/8" = 1'-0"AD01C4 ENLARGED DEMOLITION PLAN - SERVER WINDOW

3/16" = 1'-0"AD01B5 SERVER WINDOW

Mark

Date

Description

NOTE: SEE KEY PLAN AND LIFE SAFETY DIAGRAM A2/G002 FOR SERVER WINDOW LOCATION

UP

FE

C

EXISTINGCOURTYARD

C1

A301

A1

A301

A1 A201

NEW BAR AREA

A103

A1

13

'-2

"

10 31 00.F

+/-

30'-10"

+/-

18

'-10

"

12 00 00.FTYP

A4

A301

G003

A5

C100

10 44 00.FE

1. REFER TO COVER SHEET G001 FOR SCOPE OF WORK2. PROVIDE FIRE RESISTANT WOOD BLOCKING BETWEEN STUDS AT ALL WALL

MOUNTED EQUIPMENT, BOARDS, GRAB BARS, CASEWORK, ETC3. REFER TO SHEET G003 FOR WALL PARTITION TYPES4. REFER TO REFLECTED CEILING PLAN SHEETS FOR CEILING-MOUNTED EQUIPMENT,

CEILING TRANSITIONS AND DETAIL INFORMATION.5. REFER TO PLUMBING SHEETS FOR SINK LOCATIONS AND SCHEDULED EQUIPMENT.6. SEAL ALL PENETRATIONS AT EXTERIOR WALLS THROUGH RIGID CONTINUOUS

INSULATION WITH MEDIUM DENSITY FOAM INSULATION 7. ALL DIMENSIONS ARE FROM FACE OF EXISTING FINISHES TO FACE OF STUD OR

MASONRY. COLUMNS ARE TO CENTERLINE OF COLUMN. WINDOW AND DOOR DIMENSIONS ARE TO CENTERLINE OF OPENING IN STUD WALLS.

8. SEAL ALL PENETRATIONS THROUGH FIRE RATED WALLS WITH FIRE STOPPING THAT MEETS OR EXCEEDS THE FIRE RATING OF THE WALLS.

B3

A10

1

A3

A101

06 41 00.SS2

5

5

02 00 00.11

02 00 00.11

02 41 00.D13

02 00 00.12

02 00 00.06

C4

A301

KITCHEN

TAOS DININGAREA

FOOD PASS THRUAREA

+/-

7'-0

"

08 00 00.S

3'-6

"

OPEN TO KITCHEN

4'-0"

EQ EQ

06 41 00.SS2

02 00 00.1202 00 00.06 02 00 00.11

C4

A301

3'-6

"

08 00 00.S

06 41 00.SS2

OPEN TO DINING ROOM

6'-10" 2'-1"

7'-4

"

02 00 00.01

C4

A301

B3

A10

1

A3

A101

5

5

A101

C3

C4

A301




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PROJECT NO.206-98

A101

FIRST FLOOR PLAN

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3/16" = 1'-0"A101A1 FIRST FLOOR PLAN

GENERAL NOTES

PROJECT NORTH

3/8" = 1'-0"A101C3 ENLARGED PLAN - SERVER WINDOW

3/8" = 1'-0"A101B3 SERVER WINDOW TAOS SIDE

3/8" = 1'-0"A101A3 SERVER WINDOW - KITCHEN SIDE

KEYNOTE LEGEND02 00 00.01 EXISTING CONSTRUCTION TO REMAIN

02 00 00.06 EXISTING DOOR TO REMAIN

02 00 00.11 EXISTING CASEWORK AND COUNTER TO REMAIN - PROTECT DURING

CONSTRUCTION

02 00 00.12 EXISTING PLUMBING FIXTURE TO REMAIN - PROTECT DURING CONSTRUCTION

02 41 00.D13 REMOVE EXISTING WALL MOUNTED ITEMS AND SIGNAGE FROM THIS AREA -

SALVAGE ITEMS TO THE OWNER

06 41 00.SS2 SOLID SURFACE COUNTERTOP

08 00 00.S NEW SERVER WINDOW - REFER TO SECTION

10 31 00.F FIRE PIT - REFER TO DETAIL A4/A510

10 44 00.FE FIRE EXTINGUISHER ON WALL BRACKET

12 00 00.F FURNITURE, NIC

3/16" = 1'-0"A101B5 SERVER WINDOW

Mark

Date

Description

NOTE: SEE KEY PLAN AND LIFE SAFETY DIAGRAM A2/G002 FOR SERVER WINDOW LOCATION

FE

C

22

'-11

"

5

7

1

2

6

9

B3

A10

2

A3

A102

4

10

6

11

BELOW

8

8

14

12

12

C1

A301

2 5 9 4 10

11

12 12

11 00 00.TV 11 00 00.TV

08 80 00.FF 08 80 00.FF 08 80 00.FF 08 80 00.FF 08 80 00.FF

05 50 00.BDT

GL

AZ

ING

FIL

M

4'-0

"

08 87 17.GF

TYP8 8

C1

A301

1 7

6

13

12 36 00.SS1

06 41 00.MGC

08 80 00.GS1

12 36 00.SS1

08 80 00.GS1

12 36 00.CC

04 20 00.CB8

12 36 00.CC

04 20 00.CB8

02 00 00.0302 00 00.03

14

2" FILLER

2'-6" 2'-6"

1/2"5'-2"

OPEN TO COURTYARD

12 36 00.SS1

12 36 00.CC09 77 33.FRP

09 00 00.PB 09 00 00.PB




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A102

EQUIPMENT PLAN &

EQUIPMENTSCHEDULE

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EQUIPMENT SCHEDULEType Mark Description Comments

1 EAGLE GROUP CCS-72 COMBINATION COCKTAIL STATION EAGLE GROUP CCS-72

2 Draft Beer Dispenser BEVERAGE-AIR KEGORATOR DD68

4 Back Bar Cooler, Refrigerator BEVERAGE-AIR BB58G

5 Baker's Worktable w/ Undershelf or Tubular Base EAGLE GROUP T2424SB

6 MANITOWOC NEO 310 UNDERCOUNTER ICE MACHINE NEO 310

7 BAR SINK & ICE BIN COMBO UNIT ADVANCE TABCO CRC-84-CL

8 VITAMIX BLENDER VITAMIX - 36019

9 Back Bar Cooler, Refrigerator BEVERAGE-AIR DZD58G-1-S-PWD

10 Worktop Refrigerator BEVERAGE-AIR WTR48

11 Cecilware Venezia II Espresso Machine CECILWARE ESP2-220V

12 Cecilware Venezia II Espresso Grinder CECILWARE HC-600

13 Hand Sink ADVANCE-TABCO 7-PS-20

14 SODA DISPENSER GUN (ABOVE COUNTER)-CHILLER, & CO2

CANISTER (BELOW COUNTER)

PROVIDED BY OWNER, INSTALLED BY

CONTRACTOR

1/2" = 1'-0"A102A1 BAR FLOOR PLAN

PROJECT NORTH

1/2" = 1'-0"A102B3 ELEVATION - BACK BAR

1/2" = 1'-0"A102A3 ELEVATION - FRONT BAR

KEYNOTE LEGEND02 00 00.03 EXISTING EIFS WALL TO REMAIN - PATCH / REPAIR AS REQUIRED -

APPLY NEW ELASTOMERIC BASE COAT WITH INTEGRATED MESH AND

NEW FINISH COAT (COLOR SELECTED BY ARCHITECT)

04 20 00.CB8 CONCRETE MASONRY UNIT(S) 8" - BURNISHED, COLOR AS SELECTED BY

THE ARCHITECT - BURNISHED FINISH TO FACE COURTYARD, ALL

EXPOSED END-PIECES TO BE BURNISHED

05 50 00.BDT BOTTLE DISPLAY TABLE - REFER TO SHEET A510 FOR DETAILS

06 41 00.MGC MARINE GRADE WATERPROOF 3/4" HDPE CASEWORK WITH SOLID

SURFACE COUNTERTOP

08 80 00.FF FROSTED TRANSLUCENT FILM - APPLY TO EXISTING WINDOWS PER

MANUFACTURER'S RECOMMENDATIONS

08 80 00.GS1 3/8" THICK TEMPERED GLASS SHELVING - SUPPORT AT ENDS WITH

ALUMINUM GLASS SHELF BRACKETS (4 PER SHELF)

08 87 17.GF GLAZING FILM TO 4'-0" A.F.F., TYP AT BACK BAR WINDOWS

09 00 00.PB 1/2" X 4" TOUNGE AND GROOVE PROFILE PVC BEAD BOARD - SECURE TO

STUDS - PAINT TO MATCH NEW EIFS FINISH - SEAL AT JOINTS

09 77 33.FRP GLASS FIBER REINFORCED PLASTIC PANEL - ADHERE TO BURNISHED

CMU OR SECURE TO STUDS - REFER TO WALL TYPES

11 00 00.TV TELEVISION - N.I.C. (OWNER PROVIDED, CONTRACTOR INSTALLED) -

PROVIDE BLOCKING FOR MOUNTING BRACKETS OR SECURE TO EXISTING

STUDS

12 36 00.CC CAST-IN-PLACE CONCRETE COUNTERTOP BY MANUFACTURER - POLISH

AND SEAL

12 36 00.SS1 1/2" SOLID SURFACE COUNTERTOP, MATERIAL AND COLOR TO BE

SELECTED BY ARCHITECT

Mark

Date

Description

FE

C

C1

A301

A1

A301

C1

A201

B3

A10

2

A3

A102

EXISTINGCOURTYARD

6'-0

"

3'-8 1

/4"

25

'-5 1

/2"

A1

A510

D2

A510

TYP

D2

A510

TYP

NEW BAR AREA

1 1

2

2

1

11

3

C100

4'-8

"

1'-8" 2'-0"

8"

2'-8"

CLEAR

3'-2"

CLEAR

3'-0"

12 36 00.CC

12 36 00.CC

12 36 00.CC

08 33 23.G

08 33 23.G

08 33 23.G

08 33 23.GO.H. DOOR WIDTH

6'-8"

O.H

. D

OO

R W

IDT

H1

3'-6

"

05 50 00.BDT

22 00 00.FS

08 33 23.G

08 33 23.G

12 36 00.CC

EQ

EQ

7'-8"

22 00 00.FD1

22 00 00.FD1

5'-0"

8'-8"

EQ

EQ

12 36 00.CC

12 36 00.CC

08 80 00.GS1

22 00 00.FS

22 00 00.FS

22 00 00.SK

08 80 00.GS1

11 00 00.TV

11 00 00.TV

A3

A103

A3

A103

A103

D4

12 36 00.SS14

4

4

4

3'-0

"

11

5/8

"

11

5/8

"3

'-0

"

9"

5

1. REFER TO COVER SHEET G001 FOR SCOPE OF WORK2. PROVIDE FIRE RESISTANT WOOD BLOCKING BETWEEN STUDS AT ALL WALL

MOUNTED EQUIPMENT, BOARDS, GRAB BARS, CASEWORK, ETC3. REFER TO SHEET G003 FOR WALL PARTITION TYPES4. REFER TO REFLECTED CEILING PLAN SHEETS FOR CEILING-MOUNTED EQUIPMENT,

CEILING TRANSITIONS AND DETAIL INFORMATION.5. REFER TO PLUMBING SHEETS FOR SINK LOCATIONS AND SCHEDULED EQUIPMENT.6. SEAL ALL PENETRATIONS AT EXTERIOR WALLS THROUGH RIGID CONTINUOUS

INSULATION WITH MEDIUM DENSITY FOAM INSULATION 7. ALL DIMENSIONS ARE FROM FACE OF EXISTING FINISHES TO FACE OF STUD OR

MASONRY. COLUMNS ARE TO CENTERLINE OF COLUMN. WINDOW AND DOOR DIMENSIONS ARE TO CENTERLINE OF OPENING IN STUD WALLS.

8. SEAL ALL PENETRATIONS THROUGH FIRE RATED WALLS WITH FIRE STOPPING THAT MEETS OR EXCEEDS THE FIRE RATING OF THE WALLS.

1/2" SOLID SURFACECOUNTERTOP, MATERIAL AND

COLOR TO BE SELECTED BYARCHITECT

1/2" GAP FOR DRAINAGE - NO SEALANT

EXISTING EIFS FINISH -REPAIR/PATCH AS REQUIRED -

APPLY NEW ELASTOMERIC BASE COAT, REINFORCING MESH, AND

FINISH COAT

EXISTING STUD AND SHEATHING TO REMAIN1

'-0

"1

'-0

"1

'-0

"4

'-0

"

BUILT-UP METAL STUD HEADER-REFER TO STRUCTURAL

3-5/8" METAL STUDS, 16" OCMINIMUM

GLASS MAT-FACED GYPSUMBOARD SHEATHING, 5/8"

1/2" X 4" TOUNGE AND GROOVEPROFILE PVC BEAD BOARD -

SECURE TO STUDS - PAINT TOMATCH NEW EIFS FINISH - SEAL

AT JOINTS

EXISTING FOOTING TO REMAIN

JOINT FILLER AND SEALANT

4" CAST-IN-PLACE CONCRETESLAB WITH #4 @12" O.C.E.W. -

SLOPED TO POSITIVEDRAINAGE

EXISTING PAVERS TO REMAIN

TYP

1'-5 3/4"

3/8" THICK TEMPERED GLASSSHELVING - SUPPORT AT ENDSWITH ALUMINUM GLASS SHELF

BRACKETS (4 PER SHELF)

V.I.F.

1'-8 3/4"

3'-3

"5

'-2

"

1/8" THICK PVC SHEET - PAINTTO MATCH NEW EIFS FINISH -SEAL AT JOINTS

PROVIDE BLOCKING

FLUID-APPLIED WEATHER,MOISTURE, AND VAPORBARRIER SYSTEM

TREATED BLOCKING

CEDAR SHUTTERS AND FRAME - STAIN AND SEAL

1/8" THICK PVC SHEET - PAINTTO MATCH NEW EIFS FINISH -SEAL AT JOINTS

CEDAR SHUTTERS AND FRAME - STAIN AND SEAL

TREATED BLOCKING

3 1

/2"

2'-8

"

3 1

/2"

EXISTING EIFS FINISH -REPAIR/PATCH AS REQUIRED -

APPLY NEW ELASTOMERIC BASE COAT, REINFORCING MESH, AND

FINISH COAT

EXISTING EIFS FINISH -REPAIR/PATCH AS REQUIRED -APPLY NEW ELASTOMERIC BASE COAT, REINFORCING MESH, AND FINISH COAT

EIFS FINISH COAT - COLORSELECTED BY ARCHITECT

BACKER ROD AND SEALANT

RIGID BOARD INSULATION,EPS, 2"

FLUID-APPLIED WEATHER,MOISTURE, AND VAPORBARRIER SYSTEM



GYPSUM BOARD 5/8",STANDARD, PAINTED - LEVEL 5

WHERE EXPOSED

BACKER ROD AND SEALANT

GYPSUM CASING BEAD

CONT. SEALANT

5 7/8"1 15/16"

2"

1 15/16"

HOLLOW METAL STEEL FRAMEWITH 3 ANCHORS PER JAMB,PAINT

2"

EXISTING HM FRAMED WINDOW

EXISTING WALL CONDITIONS -REPAIR/PATCH EIFS FINISH AS REQUIRED -APPLY NEW ELASTOMERIC BASE COAT, REINFORCING MESH, AND FINISH COAT

BATT INSULATION, 6" R-19MINIMUM


8 1/4"

CONT. SEALANT

HOLLOW METAL STEEL FRAME WITH3 ANCHORS PER JAMB, PAINT

BUTYL TAPE AND SEALANT

PRE-FINISHED 24 GA.GALVANIZED STEEL FLASHING,

PAINT

CONT. SEALANT

2" 4 3/8" 2"

GYPSUM BOARD 5/8", STANDARD,PAINTED - LEVEL 5 WHERE EXPOSED

EIFS FINISH COAT - COLORSELECTED BY ARCHITECT

EIFS BASE COAT ANDREINFORCING MESH; GRADE TO

PARAPET/ROOF


STARTER TRACK W/ WEEPHOLES



8 1/4"

CONT. SEALANT

HOLLOW METAL STEEL FRAME WITH3 ANCHORS PER JAMB, PAINT

CONT. SEALANT 2" 4 3/8"2"

GYPSUM BOARD 5/8", STANDARD,PAINTED - LEVEL 5 WHERE EXPOSEDEIFS FINISH COAT - COLOR

SELECTED BY ARCHITECT

FLUID-APPLIED WEATHER,MOISTURE, AND VAPOR

BARRIER SYSTEM




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A103

ENLARGED FLOOR

PLAN & DETAILS

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3/8" = 1'-0"A103A1 BAR FLOOR PLAN

KEYNOTE LEGEND03 30 00.SL 4" CAST-IN-PLACE CONCRETE SLAB WITH #4 @12" O.C.E.W. - SLOPED TO

POSITIVE DRAINAGE

05 50 00.BDT BOTTLE DISPLAY TABLE - REFER TO SHEET A510 FOR DETAILS

06 10

00.GM58

GLASS MAT-FACED GYPSUM BOARD SHEATHING, 5/8"

07 14 00.FA FLUID-APPLIED WEATHER, MOISTURE, AND VAPOR BARRIER SYSTEM

07 21 00.BT6 BATT INSULATION, 6" R-19 MINIMUM

07 21 00.EP2 RIGID BOARD INSULATION, EPS, 2"

07 24 00.DP ADHESIVE/DRAINAGE PLANE

07 24 00.FC EIFS FINISH COAT - COLOR SELECTED BY ARCHITECT

07 24 00.RM0 EIFS BASE COAT AND REINFORCING MESH; GRADE TO PARAPET/ROOF

07 24 00.ST STARTER TRACK W/ WEEP HOLES

07 42 13.TS BUTYL TAPE AND SEALANT

07 62 00.FL PRE-FINISHED 24 GA. GALVANIZED STEEL FLASHING, PAINT

07 90 05.BS BACKER ROD AND SEALANT

07 90 05.S CONT. SEALANT

08 11 13.SFA HOLLOW METAL STEEL FRAME WITH 3 ANCHORS PER JAMB, PAINT

08 33 23.G OVERHEAD COILING DOOR GUIDES BY MANUFACTURER

08 80 00.GS1 3/8" THICK TEMPERED GLASS SHELVING - SUPPORT AT ENDS WITH ALUMINUM

GLASS SHELF BRACKETS (4 PER SHELF)



09 00 00.PS 1/8" THICK PVC SHEET - PAINT TO MATCH NEW EIFS FINISH - SEAL AT JOINTS

09 21 16.CB1 GYPSUM CASING BEAD

09 21

16.GB58

GYPSUM BOARD 5/8", STANDARD, PAINTED - LEVEL 5 WHERE EXPOSED

09 21

16.GM58

GLASS MAT-FACED GYPSUM BOARD SHEATHING, 5/8"

09 21 16.H BUILT-UP METAL STUD HEADER- REFER TO STRUCTURAL

09 21 16.MS3 3-5/8" METAL STUDS, 16" OC MINIMUM

11 00 00.TV TELEVISION - N.I.C. (OWNER PROVIDED, CONTRACTOR INSTALLED) - PROVIDE

BLOCKING FOR MOUNTING BRACKETS OR SECURE TO EXISTING STUDS

12 36 00.CC CAST-IN-PLACE CONCRETE COUNTERTOP BY MANUFACTURER - POLISH AND

SEAL

12 36 00.SS1 1/2" SOLID SURFACE COUNTERTOP, MATERIAL AND COLOR TO BE SELECTED BY

ARCHITECT

22 00 00.FD1 FLOOR DRAIN - REFER TO PLUMBING

22 00 00.FS FLOOR SINK - REFER TO PLUMBING

22 00 00.SK SINK - PROVIDE ADA PIPE GUARD AT ALL EXPOSED PIPING. REFER TO

PLUMBING

32 13 13.JFS JOINT FILLER AND SEALANT

PROJECT NORTH 1" = 1'-0"A103

A3 IN-WALL SHELVING SECTION

1 1/2" = 1'-0"A103D4 HM JAMB DETAIL - 3 5/8" STUD

1 1/2" = 1'-0"A103A4 HM HEAD DETAIL - EIFS

1 1/2" = 1'-0"A103B4 HM JAMB DETAIL - EIFS

Mark

Date

Description

GENERAL NOTES

C1

A301

A1

A301

A1

A510

NEW BAR AREA

A103

A1

8'-10" 2'-4"

26

'-0

"

+/-

9'-7" 1'-0"

8'-10" 2'-4"

5'-0"

11

5/8

"

1'-0

"

7'-8"

ø 5' - 8"

7'-0

"1

2'-0

"7

'-0

"

4'-0"

4'-0

"

4'-0"

4'-0

"

D4

A110

TYP

A4

A110

TYP

B4

A110

TYP

03 30 00.SL03 30 00.SL

03 30 00.SL03 30 00.SL

09 96 00.TC609 96 00.TC6

09 96 00.TC609 96 00.TC6

32 14 16.PR

03 30 00.SL

A4

A301

ø 4' - 3"

22 00 00.FD1

22 00 00.FD1

CONTROL JOINT, TYP

5'-0

"4

'-0

"8

'-0

"4

'-0

"5

'-0

"

GLASS FIBER REINFORCEDPLASTIC PANEL - ADHERE TOBURNISHED CMU OR SECURETO STUDS - REFER TO WALL

TYPES

CONT. SEALANT

#4 REBAR, TYP

CONCRETE MASONRY UNIT(S)8" - BURNISHED, COLOR ASSELECTED BY THE ARCHITECT -BURNISHED FINISH TO FACECOURTYARD, ALL EXPOSEDEND-PIECES TO BE BURNISHED

1'-0"

1'-6

"8

"


GROUT SOLID




CAST-IN-PLACE CONCRETE STEM

WALL

1'-0

"

1'-6"

1"

1"

EXISTING PAVERS TO REMAIN#4 REBAR, TYP


GROUT CELLS SOLID

10"


3 1/2"CAST-IN-PLACE CONCRETE SLAB WITH THICKENED EDGE



#4 REBAR, TYP

GROUT SOLID

1'-6"

1'-0

"

8"

1'-6

"


WALL

CAST-IN-PLACE CONCRETE FOOTING

CONCRETE MASONRY UNIT(S)6" - BURNISHED, COLOR AS

SELECTED BY THE ARCHITECT -BURNISHED FINISH TO FACE

COURTYARD, ALL EXPOSEDEND-PIECES TO BE BURNISHED

N




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COURTYARD BAR

PROJECT NO.206-98

A110

FLOOR SLAB PLAN

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3/8" = 1'-0"A110A1 FIRST FLOOR SLAB PLAN

PROJECT NORTH

1 1/2" = 1'-0"A110D4 SLAB TRANSITION @ BAR

1 1/2" = 1'-0"A110A4 SLAB TRANSITION @ SERVICE COUNTER

1 1/2" = 1'-0"A110B4 SLAB TRANSITION @ TABLES

KEYNOTE LEGEND03 30 00.SL 4" CAST-IN-PLACE CONCRETE SLAB WITH #4 @12" O.C.E.W. - SLOPED

TO POSITIVE DRAINAGE







07 90 05.S CONT. SEALANT

09 77 33.FRP GLASS FIBER REINFORCED PLASTIC PANEL - ADHERE TO BURNISHED

CMU OR SECURE TO STUDS - REFER TO WALL TYPES

09 96 00.TC6 EPOXY FLOOR COATING

22 00 00.FD1 FLOOR DRAIN - REFER TO PLUMBING

32 13 13.JFS JOINT FILLER AND SEALANT

32 14 16.PR BRICK PAVERS, PEDESTRIAN RATED - TO BE THE SAME AS ADJACENT

EXISTING BRICK PAVERS

Mark

Date

Description

1. CONTRACTOR SHALL COORDINATE WITH ALL MECHANICAL, ELECTRIAL AND PLUMBING ENGINEERING SHEETS FOR ADDITIONAL CEILING MOUNTED EQUIPMENT.

2. CONTRACTOR TO REPAIR ANY DAMAGE DONE TO EXISTING DURING CONSTRUCTION.

C1

A301

A1

A301

07 24 13.DAFS

02 00 00.09

02 00 00.04

06 10 00.DL22

TYP

06 10 00.DL210

05 10 00.SC

05 10 00.SC

05 10 00.SC

05 10 00.SC

26 00 00.LF

TYP

08 33 23.CD26 00 00.LF

26 00 00.LF

02 00 00.09

02 00 00.09

02 00 00.09

02 00 00.0902 00 00.09

02 00 00.09

26 00 00.LF

26 00 00.LF

26 00 00.LF

26 00 00.LF

26 00 00.LF

26 00 00.LF

06 10 00.P

OPEN TO ABOVE

OPEN TO ABOVE

OPEN TO ABOVE

EQ EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ EQ

EQ EQ

REVERSE BOARD AND BATTEN EXTERIOR

PLYWOOD -STAIN AND SEAL

EXISTING SOFFIT TO

REMAIN

EXIT LIGHTING - REF ELECTRICAL SHEETS.

2x4 LIGHT FIXTURE - REF ELECTRICAL SHEETS.

SUSPENDED LIGHT FIXTURE - REF ELECTRICAL SHEETS.

CEILING MOUNTED LIGHT FIXTURE - REF ELECTRICAL SHEETS.

STRING LIGHT FIXTURE ON AIRCRAFT CABLE - REF ELECTRICAL SHEETS.

EXTERIOR WALL MOUNT LIGHT FIXTURE - REF ELECTRICAL SHEETS.

GYPSUM BOARD SOFFIT OVER

METAL STUD

2' X 4' ACOUSTICAL LAY-IN CEILING

MODIFIED FROM EXISTING

02 00 00.01

C4

A301

09 51 00.AT24W




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A121

FIRST FLOOR

REFLECTED CEILING

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02 00 00.04 EXISTING SOFFIT TO REMAIN - PATCH/REPAIR AS REQUIRED - PAINT

(COLOR SELECTED BY ARCHITECT)

02 00 00.09 EXISTING CHASE ACCESS PANELS TO REMAIN

05 10 00.SC 1/8" ø STAINLESS STEEL AIRCRAFT CABLE TO HOST LIGHT FIXTURE;

ATTACH AT BOTH ENDS - REFER TO ATTAHCMENT DETAILS

06 10 00.DL22 DIMENSIONAL LUMBER, 2X2 TREATED WOOD BATTEN @ 2'-0" O.C. - STAIN

AND SEAL TO MATCH SOFFIT

06 10 00.DL210 DIMENSIONAL LUMBER, CEDAR 2X10 FASCIA BOARD - STAIN AND SEAL

06 10 00.P 5/8" YELLOW PINE REVERSE BOARD AND BATTEN EXTERIOR PLYWOOD -

STAIN AND SEAL

07 24 13.DAFS DIRECT APPLIED FINISH SYSTEM

08 33 23.CD OVERHEAD COILING DOOR

09 51 00.AT24W SUSPENDED TILE CEILING, 2X4 - EXISTING, RECONFIGURED

26 00 00.LF LIGHT FIXTURE - REFER TO ELECTRICAL

GENERAL NOTES RCP PLAN

3/16" = 1'-0"A121A1 FIRST FLOOR REFLECTED CEILING PLAN

PROJECT NORTH

RCP LEGEND

3/16" = 1'-0"A121C1 SERVER WINDOW

Mark

Date

Description

1. THE INTENT OF THE DETAILING SHOWN WITHIN THIS PROJECT IS TO REPRESENT THE MINIMUM STANDARD OF UNDERLAYMENT, FLASHINGS, TRIMS, ETC. REQUIRED TO ACHIEVE THE SPECIFIED WARRANTY.

2. CONTRACTOR TO PROVIDE NEW PRE-FINISHED PARAPET CAP WITH CONTINUOUS METAL CLEATS (EACH SIDE) AND 8" WIDE CONCEALED SPLICE PLATE AT ALL JOINTS. SEE DETAIL A4/A131.

3. GENERAL CONTRACTOR SHALL COORDINATE WITH PLUMBING AND MECHANICAL WORK IN THIS PROJECT TO DETERMINE EXTENT OF PLUMBING/MECHANICAL ROOF EQUIPMENT AND PENETRATIONS.

4. ALL ROOF FLASHING WORK SHALL BE THE RESPONSIBILITY OF ROOFING CONTRACTOR AND SHALL BE COVERED AS PART OF THE MANUFACTURER'S WARRANTY.

5. ALL ROOF AND WALL PANEL TERMINATIONS, COPINGS, EDGE METAL SHALL MEET ES-1 STANDARDS.

6. ALL EXISTING ROOF DRAINS TO REMAIN - CONTRACTOR TO COORDINATE RE-LOCATION OF DRAIN PIPES WITH NEW CONSTRUCTION.

C1

A301

A1

A301

EXISTING MECH CHASE

6" / 1'-0"

6"

/ 1'-0"

6"

/ 1'-0"

05 10 00.SC

26 00 00.LF

, TYP.

05 10 00.SC

26 00 00.LF

TYP.

05 10 00.SC

26 00 00.LF

05 10 00.SC

26 00 00.LF

07 32 16.CT

02 00 00.01

02 00 00.01

07 32 16.CT

, TYP.

, TYP.

07 32 16.CT

FELT UNDERLAYMENT, ONELAYER NO. 30

ASPHALT-SATURATED FELT MIN.


PAINT

METAL EAVE RISER - L-STYLE,26 GA. GALVANIZED STEEL,

PAINT

WOOD BATTEN

CLAY ROOF TILE

,TYP

,TYP

5/8" YELLOW PINE REVERSEBOARD AND BATTEN EXTERIOR

PLYWOOD - STAIN AND SEAL

OVERHEAD COILING DOOR

LIGHT FIXTURE, REFER TO ELECTRICAL

FIRE TREATED WOOD BLOCKING, TYP.


STEEL ANGLE LEDGER- 4" X 3"X 1/4" -WELD TO EXISTING

COLUMNS, FASTEN TOEXISTING STUDS

4" METAL STUDS, 16" OCMINIMUM

2'-0"2

"

1'-8"

EXISTING PARAPET TO REMAIN

EXISTING TPO ROOFING

PRE-FINISHED 24 GA.GALVANIZED STEEL CAP WITHCONTINUOUS CLIPS EACH SIDE,

HEM EDGES, PAINT TO MATCHCLAY TILE

12

6

1.5" STEEL B DECK, 22 GAUGE

COVER BOARD, 1/4"


DIMENSIONAL LUMBER, CEDAR2X10 FASCIA BOARD - STAIN ANDSEAL

DIMENSIONAL LUMBER, 2X4CEDAR, STAIN AND SEALCEDAR, STAIN AND SEAL

2X2 BATTEN @ 2'-0" O.C. - STAIN AND SEAL TO MATCH SOFFIT

2'-1

"

2" X 6" X 1/8" TUBE STEEL FRAME @ 2'-0" O.C. - PRIME

AND PAINT

1/2" CEMENTITIOUS BACKERBOARD

DIRECT APPLIED FINISH SYSTEM- FINISH COAT COLOR SELECTEDBY ARCHITECT1/2" CEMENTITIOUS BACKER

BOARD

DIRECT APPLIED FINISH SYSTEM- FINISH COAT COLOR SELECTEDBY ARCHITECT

GALVANIZED LIGHT-GAUGE STEEL FRAMING - 6 X .056" THICK - 2'-0" O.C. MAX

GALVANIZED LIGHT-GAUGE STEEL FRAMING -6 X .056" THICK - 2'-0" O.C.

MAX

8" CONCEALED SPLICE PLATE AT EACH JOINT

FELT UNDERLAYMENT, ONELAYER NO. 30

ASPHALT-SATURATED FELT MIN.


PAINT

METAL EAVE RISER - L-STYLE,26 GA. GALVANIZED STEEL,

PAINT

WOOD BATTEN

FLASHING AND COUNTERFLASHING, 24 GA. GALVANIZED

STEEL, HEM

PATCH AND REPAIR EXISTING EIFS FINISH AS REQUIRED

CLAY ROOF TILE

,TYP

,TYP

5/8" YELLOW PINE REVERSEBOARD AND BATTEN EXTERIOR

PLYWOOD - STAIN AND SEAL

OVERHEAD COILING DOOR


FLUID-APPLIED WEATHER,MOISTURE, AND VAPOR

BARRIER SYSTEM

EXISTING WALL ASSEMBLY FIRE TREATED WOOD BLOCKING, TYP.


STEEL ANGLE LEDGER- 4" X 3"X 1/4" -WELD TO EXISTING

COLUMNS, FASTEN TOEXISTING STUDS


GALVANIZED LIGHT-GAUGE STEEL FRAMING - 6 X .056" THICK - 2'-0" O.C. MAX

2'-0"

2"

1'-8"

12

6

GALVANIZED LIGHT-GAUGE STEEL FRAMING -6 X .056" THICK - 2'-0" O.C.

MAX


2'-1

"

DIMENSIONAL LUMBER, CEDAR2X10 FASCIA BOARD - STAIN ANDSEAL

DIMENSIONAL LUMBER, 2X4CEDAR, STAIN AND SEALCEDAR, STAIN AND SEAL

2X2 BATTEN @ 2'-0" O.C. - STAIN AND SEAL TO MATCH SOFFIT

1.5" STEEL B DECK, 22 GAUGE

COVER BOARD, 1/4"

1/2" CEMENTITIOUS BACKERBOARD

DIRECT APPLIED FINISH SYSTEM- FINISH COAT COLOR SELECTEDBY ARCHITECT1/2" CEMENTITIOUS BACKER

BOARD

DIRECT APPLIED FINISH SYSTEM- FINISH COAT COLOR SELECTEDBY ARCHITECT




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A131

ROOF PLAN & ROOF

DETAILS

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05 10 00.SAL STEEL ANGLE LEDGER- 4" X 3" X 1/4" -WELD TO EXISTING COLUMNS,

FASTEN TO EXISTING STUDS



05 31 00.SD 1.5" STEEL B DECK, 22 GAUGE

06 10 00.DL24 DIMENSIONAL LUMBER, 2X4 CEDAR, STAIN AND SEAL

06 10

00.DL210

DIMENSIONAL LUMBER, CEDAR 2X10 FASCIA BOARD - STAIN AND SEAL

06 10 00.P 5/8" YELLOW PINE REVERSE BOARD AND BATTEN EXTERIOR PLYWOOD -

STAIN AND SEAL

07 14 00.FA FLUID-APPLIED WEATHER, MOISTURE, AND VAPOR BARRIER SYSTEM

07 24 00.CB 1/2" CEMENTITIOUS BACKER BOARD

07 24

00.DAFS

DIRECT APPLIED FINISH SYSTEM - FINISH COAT COLOR SELECTED BY

ARCHITECT

07 32 13.B WOOD BATTEN

07 32 13.CF FLASHING AND COUNTER FLASHING, 24 GA. GALVANIZED STEEL, HEM

07 32 13.CT CLAY ROOF TILE

07 32 13.MC PRE-FINISHED 24 GA. GALVANIZED STEEL CAP WITH CONTINUOUS CLIPS

EACH SIDE, HEM EDGES, PAINT TO MATCH CLAY TILE

07 32 13.MR METAL EAVE RISER - L-STYLE, 26 GA. GALVANIZED STEEL, PAINT

07 32 13.UL1 FELT UNDERLAYMENT, ONE LAYER NO. 30 ASPHALT-SATURATED FELT

MIN.

07 32 16.CT CONCRETE ROOF TILE

07 54 00.CB14 COVER BOARD, 1/4"

07 62 00.FL PRE-FINISHED 24 GA. GALVANIZED STEEL FLASHING, PAINT

09 21 16.MS4 4" METAL STUDS, 16" OC MINIMUM


GENERAL NOTES ROOF PLAN

3/16" = 1'-0"A131A1 ROOF PLAN

PROJECT NORTH

3/4" = 1'-0"A131A4 CANOPY DETAIL AT EXISTING PARAPET

3/4" = 1'-0"A131C4 CANOPY DETAIL AT EXISTING WALL

Mark

Date

Description

A. SEAL ALL PENETRATIONS AT EXTERIOR WALLS THROUGH RIGID CONTINUOUS INSULATION WITH MEDIUM DENSITY FOAM INSULATION

B. REFER TO ELECTRICAL FOR EXTERIOR LIGHT FIXTURESC. PATCH AND REPAIR EXISTING FINISHES AS REQUIRED FOR SEAMLESS

INTEGRATION ON NEW CONSTRUCTION. D. CONTRACTOR TO REPAIR ANY DAMAGE DONE TO EXISTING CONDITIONS

THAT ARE TO REMAIN.

FIRST FLOOR0' - 0"

SECOND FLOOR14' - 0"

THIRD FLOOR28' - 0"

C1

A301

12 36 00.CC

12 36 00.CC

08 33 23.G

08 33 23.G

05 10 00.SC 05 10 00.SCTYP

07 32 16.CT

C100

03 30 00.F

04 20 00.CB812 36 00.CC

11 00 00.TV

03 30 00.F

03 30 00.F

04 20 00.CB12

04 20 00.CB12

10 14 00.BS

26 00 00.LP

A510

B5TYP

A510

A5TYP

06 20 00.CS06 20 00.CS

06 10 00.DL210

11 00 00.TV

07 24 13.DAFS

07 24 00.FC1

07 24 00.FC1

07 24 00.FC1

10 14 14.ML

10 44 00.FE

FIRST FLOOR0' - 0"


A1

A301

07 24 00.FC1

04 20 00.CB804 20 00.CB8

07 24 00.FC1

07 32 16.CT

02 00 00.0102 00 00.01

06 10 00.DL210

07 24 00.FC1

05 10 00.SC26 00 00.LFTYP

TYP

02 41 00.D9

26 00 00.LP

26 00 00.LP

A510

A5TYP

A510

B5TYP

A4

A301

5 3/4"

4'-4

"

3 1

/2" 4'-4"

2'-8

"

1" 1 1/2"

1 1

/2"

1"

TREATED LUMBER - 2X4

1/8" THICK PVC SHEET - PAINTTO MATCH NEW EIFS FINISH -

SEAL AT JOINTS

EXISTING WALL ASSEMBLY TO

REMAIN

TELEVISION - N.I.C. (OWNERPROVIDED, CONTRACTORINSTALLED) - PROVIDEBLOCKING FOR MOUNTINGBRACKETS OR SECURE TOEXISTING STUDS

CEDAR SHUTTERS AND FRAME -STAIN AND SEAL

1 X 2 CEDAR - STAIN AND SEAL




1X2 CEDAR FRAME -STAIN AND SEAL

2X3 CEDAR FRAM -STAIN AND SEAL

1X4 CEDAR FRAM -STAIN AND SEAL

PROVIDE HASP LOCK ON EACH SHUTTER

CEDAR SHUTTERS AND FRAME -STAIN AND SEAL

3 1

/2"

4'-11

"




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A201

EXTERIOR

ELEVATIONS

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02 41 00.D9 EXISTING FOUNTAIN TO REMAIN - PROTECT DURING CONSTRUCTION

03 30 00.F CAST-IN-PLACE CONCRETE FOOTING




04 20 00.CB12 CONCRETE MASONRY UNIT(S) 12" X 12" - BURNISHED ON THREE SIDES,

COLOR AS SELECTED BY THE ARCHITECT



06 10

00.DL210

DIMENSIONAL LUMBER, CEDAR 2X10 FASCIA BOARD - STAIN AND SEAL

06 20 00.CS CEDAR SHUTTERS AND FRAME - STAIN AND SEAL

07 24 00.FC1 EIFS FINISH COAT - COLOR SELECTED BY ARCHITECT - COLOR #1

07 24

13.DAFS

DIRECT APPLIED FINISH SYSTEM

07 32 16.CT CONCRETE ROOF TILE

08 33 23.G OVERHEAD COILING DOOR GUIDES BY MANUFACTURER

09 00 00.PS 1/8" THICK PVC SHEET - PAINT TO MATCH NEW EIFS FINISH - SEAL AT

JOINTS

10 14 00.BS OWNER PROVIDED BUILDING SIGN, PROVIDE BLOCKING AND POWER AS

REQUIRED

10 14 14.ML METAL LETTERS - REFER TO SPECS

10 44 00.FE FIRE EXTINGUISHER ON WALL BRACKET

11 00 00.TV TELEVISION - N.I.C. (OWNER PROVIDED, CONTRACTOR INSTALLED) -

PROVIDE BLOCKING FOR MOUNTING BRACKETS OR SECURE TO EXISTING

STUDS


AND SEAL


26 00 00.LP EXISTING LIGHT POLE TO REMAIN - STRIP PAINT TO EXPOSE RAW

ALUMINUM FINISH - REPLACE GLOBES WITH NEW EQUAL

GENERAL NOTES

1/4" = 1'-0"A201C1 FRONT ELEVATION

1/4" = 1'-0"A201A1 SIDE ELEVATION

Mark

Date

Description

3/4" = 1'-0"A201A5 TV FRAME & SHUTTER

A. ALL DIMENSIONS ARE TO FACE OF EXISTING FINISHES OR FINISHED FLOOR.B. REFERENCE SHEET G003 FOR MOUNTING HEIGHTS AND ADA CLEARANCESC. PROVIDE BACKING AT ALL SHELVES, BRACKETS AND WALL HUNG FIXTURES

AND WALL HUNG ACCESSORIESD. EXTEND INFILL WALLS TO B.O. EXISTING OR NEW SOFFITS OR CEILINGSE. INTEGRATE NEW CONSTRUCTION WITH OLD CONSTRUCTION. PATCH AND

REPAIR EXISTING FINISHES AS REQUIRED FOR SEAMLESS INTEGRATION.

FIRST FLOOR0' - 0"


A1

A301

A510

A3

A510

D1

A131

C4Sim

04 20 00.CB6

03 30 00.F

04 20 00.CB12

08 33 30

08 33 30.T

08 87 17.GF

A4

A301

07 24 00.FC1

07 24 00.FC109 77 33.FRP

FIRST FLOOR0' - 0"


THIRD FLOOR28' - 0"

C1

A301

03 30 00.SL

A510

D4

A510

D4

A131

A4Sim

A131

A4Sim

TYP

02 00 00.0302 00 00.03

02 00 00.04

02 00 00.0502 00 00.05

12 36 00.CC

02 00 00.08 02 00 00.08

08 33 30 08 33 30

09 00 00.PB 09 00 00.PB

TAOS DININGAREA

KITCHEN

05 40 00.H

02 00 00.0102 00 00.0102 00 00.0102 00 00.01

02 00 00.11

06 41 00.SS2

09 21 16.GB5809 21 16.GB58

TYP

26 00 00.LF

3' - 6"

T.O. COUNTER

8' - 0"B.O. SOFFIT

FOOD PASS THRUAREA

7' - 0"

B.O. OPENING

05 40 00.H

09 21 16.GB58

CLE

AR

FR

OM

CO

MB

US

TIB

LE

MA

TE

RIA

LS

10

'-0

"

CLEAR FROM COMBUSTIBLE MATERIALS

10'-0"

360° 10'-0" SPACE MIN CLEAR FROM

COMBUSTIBLES




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A301

BUILDING SECTIONS

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02 00 00.03 EXISTING EIFS WALL TO REMAIN - PATCH / REPAIR AS REQUIRED - APPLY

NEW ELASTOMERIC BASE COAT WITH INTEGRATED MESH AND NEW

FINISH COAT (COLOR SELECTED BY ARCHITECT)

02 00 00.04 EXISTING SOFFIT TO REMAIN - PATCH/REPAIR AS REQUIRED - PAINT

(COLOR SELECTED BY ARCHITECT)

02 00 00.05 EXISTING PAVERS TO REMAIN

02 00 00.08 EXISTING ROOFING AND ROOF DRAINS TO REMAIN - LEADER PIPES TO BE

RE-ROUTED TO THE OUTSIDE OF COLUMN CHASE AS FAR AS POSSIBLE

02 00 00.11 EXISTING CASEWORK AND COUNTER TO REMAIN - PROTECT DURING

CONSTRUCTION

03 30 00.F CAST-IN-PLACE CONCRETE FOOTING

03 30 00.SL 4" CAST-IN-PLACE CONCRETE SLAB WITH #4 @12" O.C.E.W. - SLOPED TO

POSITIVE DRAINAGE


THE ARCHITECT - BURNISHED FINISH TO FACE COURTYARD, ALL EXPOSED

END-PIECES TO BE BURNISHED

04 20 00.CB12 CONCRETE MASONRY UNIT(S) 12" X 12" - BURNISHED ON THREE SIDES,

COLOR AS SELECTED BY THE ARCHITECT

05 40 00.H BUILT-UP STUD HEADER - LIGHT GAGE STEEL STUDS

06 41 00.SS2 SOLID SURFACE COUNTERTOP

07 24 00.FC1 EIFS FINISH COAT - COLOR SELECTED BY ARCHITECT - COLOR #1

08 33 30 SECURITY GRILLES

08 33 30.T TRACK

08 87 17.GF GLAZING FILM TO 4'-0" A.F.F., TYP AT BACK BAR WINDOWS



09 21

16.GB58

GYPSUM BOARD 5/8", STANDARD, PAINTED - LEVEL 5 WHERE EXPOSED

09 77 33.FRP GLASS FIBER REINFORCED PLASTIC PANEL - ADHERE TO BURNISHED CMU

OR SECURE TO STUDS - REFER TO WALL TYPES


AND SEAL


GENERAL NOTES

1/4" = 1'-0"A301C1 TRANSVERSE SECTION

1/4" = 1'-0"A301A1 LONGITUDINAL SECTION

3/4" = 1'-0"A301C4 SERVER WINDOW SECTION

Mark

Date

Description

1/4" = 1'-0"A301A4 FIRE PIT CLEARANCE DIAGRAM

2'-7 3

/4"

2"

2'-0"

1'-9"

1'-0

"1

'-4

"1

'-4

"

1 1

/2"

1 1

/2"

1 1

/2"

1'-0"

1'-6"

1'-6"

2'-6"

CDX PLYWOOD UNDERLAYMENT,3/4" ,TYP

1/2" SOLID SURFACECOUNTERTOP, MATERIAL ANDCOLOR TO BE SELECTED BYARCHITECT ,TYP

1/4" DIA. STEEL ROD RAIL -PRIME AND PAINT ,TYP

2" X 3" X 1/8" STEEL TUBEFRAME - PRIME AND PAINT

2" X 2" X 1/8" STEEL TUBECROSS BRACING - PRIME ANDPAINT

.5" DIA STEEL ROD LEG ON 2"DIA. X 1/4" BASE PLATE, TAPAND DYE ROD INTO TUBE STEELFRAME; ADHERE FELT TO BASEPLATE




2"

2 1

/2"

2"

2 1

/2"

2"

2 1

/2"

6"

2'-8 1

/4"

11

1/2

"1

'-4

"1

'-4

"4

1/2

"

2"

1 1

/2"


.5" DIA STEEL ROD LEG ON 2"DIA. X 1/4" BASE PLATE, TAP

AND DYE ROD INTO TUBE STEELFRAME; ADHERE FELT TO BASE

PLATETYP

2" X 2" X 1/8" STEEL TUBECROSS BRACING - PRIME AND

PAINT

TYP

TYP


1" X 1" X 1/8" STEEL TUBESUPPORT - PRIME AND PAINT

3'-3

"

5'-9"

1'-2" 3'-5" 1'-2"

1/4" DIA. STEEL ROD RAIL -PRIME AND PAINT

CDX PLYWOOD UNDERLAYMENT,3/4"TYP

1/2" SOLID SURFACECOUNTERTOP, MATERIAL ANDCOLOR TO BE SELECTED BYARCHITECT

EXISTING PAVERS TO REMAIN#4 REBAR, TYP


GROUT CELLS SOLID

CAST IN PLACE CONCRETE COUNTERTOP - POLISH

3'-6

"

2"

1'-0"

1"

10"


3 1/2"CAST-IN-PLACE CONCRETE SLAB WITH THICKENED EDGE

HEAVY DUTY, PRE-FINISHED STEEL COUNTERTOP SUPPORT BRACKET - 1/4" X 3" STEEL PLATE -4'-0" O.C. MAX.-WELD TO REBAR - PRIME AND PAINT

2 1/2"

9"


GLASS FIBER REINFORCEDPLASTIC PANEL - ADHERE TOBURNISHED CMU OR SECURETO STUDS - REFER TO WALL

TYPES

CONT. SEALANT

CONT. SEALANT

#4 REBAR, TYP


1'-0"

1'-6

"8

"


GROUT SOLID





CAST IN PLACE CONCRETE COUNTERTOP - POLISH

2"

5"

1'-10"


WALL

1'-0

"

1'-6"

4 3/8"



1"

1"

1'-6"

7"

3'-0"

2"

JOINT FILLER AND SEALANTJOINT FILLER AND SEALANT

CAST IN PLACE CONCRETE

COUNTERTOP - POLISH

#4 REBAR, TYP

GROUT SOLID

1'-6"

1'-0

"

8"

1'-6

"


WALL

CAST-IN-PLACE CONCRETE FOOTING


EXISTING PAVERS EXISTING PAVERS

2'-6"

9 3/8" 9 3/8"

3/4" HDPE CASEWORK PANEL,TYP

1'-7"

1"

3'-0

"

1'-0

"

3"

4"

1'-6"

4"

HDPE TOE KICK

BLOCKING

DOOR FRONT - 3/4" HDPE

VERTICAL PULL

1/2" SOLID SURFACECOUNTERTOP, MATERIAL AND

COLOR TO BE SELECTED BYARCHITECT

1/4" BACK PANEL - HDPE

FIXED SHELF - 3/4" HDPE(REFER TO ELEVATION FOR

LOCATION)

WALL ASSEMBLY

EXISTING PARAPET AND NEW CANOPY ASSEMBLY

FASTEN TO STUD - SEAL ALL PENETRATRATIONS THROUGH EXISTING ROOFING

1/8" THICK STEEL STRAPS - PRIME AND PAINT

3/4" DIA. STEEL ROD -PRIME AND PAINT

TYPE 316 STAINLESS STEEL SWAGELESS STUDTYPE 316

STAINLESS STEEL SWAGELESS STUD

3/4" DIA. STEEL ROD -PRIME AND PAINT

EXISTING PARAPET AND NEW CANOPY ASSEMBLY

1/8" THICK STEEL STRAPS - PRIME AND PAINT

FRONT ELEVATION SIDE ELEVATION

CRUSHED GLASS FILL WITHINFIRE PIT BURNER SUPPORT PAN- COLOR AND TYPE ASSELECTED BY ARCHITECT

CAST-IN-PLACE CONCRETECOUNTER TOP

?

MORTAR

1/2" CEMENT BOARD

1/2" CEMENT BOARD

BURNER WITH ELECTRICALIGNITION - PART OFPREMANUFACTURED FIRE PITUNIT

BURNER SUPPORT PAN - PARTOF PREMANUFACTURED FIREPIT UNIT

METAL STUDS - PART OFPREMANUFACTURED FIRE PITUNIT

EXISTING WALL ASSEMBYSECURE WALL TERMINAL TO STUD

STAINLESS STEEL WALL TERMINAL FOR

AIR-CRAFT CABLE

1/8" DIA. STEEL AIRCRAFT CABLE




SHEET NO.

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PROJECT NO.206-98

A510

DETAILS

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3/4" = 1'-0"A510A3 BOTTLE DISPLAY CASEWORK SECTION

3/4" = 1'-0"A510A1 BOTTLE DISPLAY CASEWORK SECTION

1 1/2" = 1'-0"A510D4 SERVICE COUNTERTOP

1 1/2" = 1'-0"A510D1 COUNTERTOP @ BAR

1 1/2" = 1'-0"A510D2 TABLETOP SECTION

1 1/2" = 1'-0"A510D5 HDPE BASE CABINET SECTION

3/4" = 1'-0"A510A5 AIR CRAFT CABLE PARAPET MOUNT DETAIL

Mark

Date

Description

A510A4 EXPLODED FIRE PIT

1/2" = 1'-0"

1 1/2" = 1'-0"A510B5 AIR CRAFT CABLE WALL MOUNT DETAIL

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