36C24918R0163-006.pdf

PROJECT GENERAL NOTES

1. ATTENTION ALL USERS OF THESE DRAWINGS, GENERAL CONTRACTORS,

SUB CONTRACTORS, MANUFACTURERS, SUPPLIERS: CAREFULLY AND

THOROUGHLY REVIEW THESE GENERAL NOTES. IT IS YOUR RESPONSIBILITY

TO KNOW AND ADHERE TO THESE REQUIREMENTS.

2. DO NOT PRESUME THAT YOUR SCOPE OF WORK IS SINGULARLY DEFINED.

YOUR SCOPE OF WORK IS DEFINED THROUGHOUT THE ENTIRE SET OF

DRAWINGS AND SPECIFICATIONS AND IS NOT CONTAINED IN JUST ONE

SERIES OF DRAWINGS OR DIVISION OF SPECIFICATIONS. YOU MUST REVIEW

THE ENTIRE SET OF CONTRACT DOCUMENTS TO DETERMINE YOUR SCOPE

OF WORK.

3. EVERY EFFORT HAS BEEN MADE TO MAKE THESE DOCUMENTS CONCISE

AND COORDINATED, TO DEFINE WORK IN THE MOST LOGICAL PLACE AND

TO ELIMINATE REDUNDANCY. KEEP IN MIND HOWEVER THAT YOUR SCOPE

OF WORK CAN BE CONTAINED IN VARIOUS PLACES, WITH VARYING

DESCRIPTIONS. DO NOT CONSIDER THAT THERE IS ONE CUSTOMARY

PLACE TO LOCATE YOUR WORK. THERE IS A DANGER OF OMITTING WORK

FROM YOUR SCOPE BECAUSE THE ENTIRE SET OF DOCUMENTS WAS NOT

REVIEWED.

4. MECHANICAL AND ELECTRICAL DRAWINGS SHOW INFORMATION IN A

DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL

CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL MECHANICAL

AND ELECTRICAL EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND

STRUCTURAL DETAILING OF SHAFTS, CHASES, AND SUCH.

5. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH SITE

CONDITIONS AS THEY MAY AFFECT CARRYING OUT THE WORK AS

DESCRIBED IN THESE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL

INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE

PROJECT, AND NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT REQUIRE

MODIFICATION BEFORE PROCEEDING WITH THE WORK.

6. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, LABOR,

AND SERVICES NECESSARY TO COMPLETE THE WORK.

7. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT

SHALL BE FAMILIAR WITH THE RULES AND REGULATIONS OF THE

OCCUPATIONAL SAFETY AND HEALTH ACT, AND IMPLEMENT THOSE RULES

AS THEY APPLY TO THIS PROJECT.

8. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE BUILDING

CODES AS NOTED ON CODE SHEETS.

9. CONTRACTOR SHALL SUBMIT CONFORMATION OF ORDERED MATERIALS OR

ITEMS NECESSARY TO COMPLETE THE PROJECT WITH PROJECTED

DELIVERY DATE GREATER THAN FOUR WEEKS.

10. ALL SUBCONTRACTORS SHALL SUBMIT SHOP DRAWINGS AS REQUIRED FOR

APPROVAL PRIOR TO COMMENCING ANY WORK.

11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE

COORDINATION OF ALL TRADES AND THE PREVENTION OF CONFLICT

AMONG ALL TRADES.

12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND

PROTECTING ALL UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE.

REPAIR ALL DAMAGE TO UTILITY LINES CAUSED BY CONSTRUCTION

OPERATIONS AT NO COST TO THE OWNER.

13. PROVIDE SEALANT AT ALL JOINTS OR CRACKS THAT OCCUR WHERE

DISSIMILAR MATERIALS INTERSECT PERPENDICULAR TO EACH OTHER, AND

THE INTERSECTION IS EXPOSED TO VIEW, UNLESS INDICATED OTHERWISE ON

THE DRAWINGS.

14. ALL PENETRATIONS AT SMOKE AND FIRE RATED WALLS, FLOORS, OR

CEILINGS, SHALL BE PROTECTED, SEALED OR DAMPERED USING ONLY U.L.

AND/OR I.C.B.O. APPROVED METHODS, MATERIALS AND INSTALLATION.

15. CONTRACTOR SHALL TAKE CARE TO MAINTAIN EXISTING FIRE PROTECTION

SYSTEMS. REPLACE FIRE-PROOFING AND SEALANTS TO ORIGINAL STATE

WHERE DISTURBED BY CONSTRUCTION AND WHERE CONNECTIONS OF NEW

CONSTRUCTION MUST INTERFACE WITH EXISTING PROTECTED STRUCTURAL

MEMBERS OR BUILDING COMPONENTS.

15. PAINT ALL EXPOSED STEEL UNLESS NOTED OTHERWISE.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND

SHORING REQUIRED DURING CONSTRUCTION.

17. ALL WORK AND MATERIAL SHALL BE REGARDED AS NEW UNLESS

SPECIFICALLY INDICATED AS “EXISTING” OR “(E)” ON THE DRAWINGS AND

DESCRIBED WITHIN THE SPECIFICATIONS.

18. TYPICAL DETAILS MAY NOT NECESSARILY BE REFERENCED ON THE

DRAWINGS, BUT APPLY UNLESS NOTED OTHERWISE.

19. SECURITY AND SAFETY ARE THE CONTRACTOR'S RESPONSIBILITY.

COORDINATE WITH CONTRACTING OFFICER'S REPRESENTATIVE.

1. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING

INFORMATION MODEL (BIM) WAS DEVELOPED SOLELY TO COMMUNICATE THE

DESIGN TO THE OWNER AND IS NOT SUITABLE FOR ANY OTHER PURPOSE.

FOR EXAMPLE THE REVIT MODEL IS NOT SUITABLE FOR COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

2. THESE DOCUMENTS WERE PRODUCED USING THE CONSTRUCTION

SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE NATIONAL

CAD STANDARD AS GUIDES.

3. ANY INDICATION OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN

FOR THE CONVENIENCE OF THE CONTRACTOR, AND ARE NOT TO BE TAKEN

LITERALLY. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY THE

CONTRACTOR AND APPROVED BY THE OWNER BEFORE ACTUAL

CONSTRUCTION WORK BEGINS.

4. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT

CONFIGURATIONS OR DETAILS OF SPECIFIC MANUFACTURERS. DIMENSIONS

AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE

ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER

MANUFACTURERS ARE ALSO ACCEPTABLE. THEREFORE, ACTUAL

INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN.

CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL

PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING THICKNESSES

FOR RECESSED OR SEMI-RECESSED PRODUCTS), AND IS RESPONSIBLE FOR

ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR

PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

5. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR

CONVENIENCE. THE SEPARATIONS USED ARE USED ONLY FOR THE PURPOSES

OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT

THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS, OR OF THE

DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS

ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE

CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

6. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY

SPECIFIC ENGINEERING DISCIPLINES (SUCH AS CIVIL, STRUCTURAL,

MECHANICAL, ELECTRICAL, ETC.) ARE COMPLEMENTARY; ITEMS SHOWN IN ANY

ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE

REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN

INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN

EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR

INTERPRETATION FROM THE ARCHITECT PRIOR TO BIDDING. WHERE

INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE

ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE

CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY

OF WORK.

7. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE

CONFIRMED PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF

EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE ARCHITECT OF ANY

DISCREPANCY DISCOVERED.

8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE

ARCHITECT IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND IN THE

DRAWINGS AND SPECIFICATIONS.

9. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD

CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD

DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD

CONDITIONS NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

10. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR

REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL

OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL GOVERN.

11. ALL DIMENSIONS INDICATED ARE TO FACES OF STRUCTURAL MATERIALS OR

COLUMN GRID LINES UNLESS NOTED OTHERWISE. ROUGH OPENINGS SHALL

ALLOW FOR SHIM SPACE.

12. THE TERM "ALIGN" REFERS TO LOCATING DIFFERENT COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

13. SHOULD DIMENSIONS BE MISSING OR CONFLICTING, NOTIFY ARCHITECT PRIOR

TO PROCEEDING WITH RELATED WORK.

DRAWINGS AND DIMENSIONS

A/C AIR CONDITIONING

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

A&E ARCHITECT AND ENGINEERS

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITIES HAVING JURISDICTION

AHU AIR HANDLING UNIT

ALT ALTERNATIVE

ALT TRANS ALTERNATIVE TRANSPORTATION

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AVG AVERAGE

BB BULLETIN BOARD

BD BOARD

BG BUMPER GUARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BRG BEARING

CB CATCH BASIN

CBB CEMENTITIOUS BACKER BOARD

CER CERAMIC

CF CUBIC FEET

CFCI CONTRACTOR FURNISH CONTRACTOR INSTALL

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD, CEILING GRILLE

C & G CURB & GUTTER

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNITS

CO CLEANOUT(S)

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

CP CONCRETE PIPE

CPT CARPET

CRS COLD ROLLED STEEL

CS CAST STONE

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CT CERAMIC TILE

CTR CENTER

CU FT CUBIC FEET

CUH CABINET UNIT HEATER

CY CUBIC YARD

D DRYER

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DISP DISPENSER

DIV DIVISION

DN DOWN

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

(E) EXISTING

EA EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATED

ETS EXPOSED TO STRUCTURE

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF & E FURNITURE FIXTURES & EQUIPMENT

FIN FINISH

FIXT FIXTURE

FL FLOW LINE

FLR FLOOR

FLUOR FLUORESCENT

FO FINISH OPENING

FOS FACE OF STUD

FR FIRE RATED

FSP FIRE STANDPIPE

ARCHITECTURAL ABBREVIATIONS

FT FOOT / FEET

FTG FOOTING

FURR FURRING

FV FIELD VERIFY

FVC FIRE VALVE CABINET

FWC FABRIC WALLCOVERING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GARBAGE DISPOSAL

GF CMU GROUND FACE CMU

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLACK

GLU LAM GLUE LAMINATED WOOD

GND GROUND

GT GROUT

GYP BD GYPSUM BOARD

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIB

HC HOLLOW CORE

HCP HANDICAPPED

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR, HANDRAIL

HT HEIGHT

HVAC HEATING, VENTILATING & AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IG INSULATING GLASS

IN INCH

INCAN INCANDESCENT

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

ITG INSULATED TEMPERED GLASS

JAN JANITOR

J-BOX JUNCTION BOX

JT JOINT

L LONG

LAV LAVATORY

LB(S) # POUND(S)

LF LINEAL FEET

LLV LONG LEG VERTICAL

LT LIGHT

LVR LOUVER

M & BH MOP AND BROOM HOLDER

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MECH MECHANICAL

MEPF MECHANICAL, ELECTRICAL, PLUMBING,

FIRE PROTECTION (CONDUIT)

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MSB MOP SERVICE BASIN

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NECY NECESSARY

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER,

OVERFLOW DRAIN

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED

OWNER INSTALLED

OH OPPOSITE HAND

OPN OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

P PLASTIC

PARTN PARTITION

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PT CONC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTL PORCELAIN TILE

PVC POLYVINYL CHLORIDE

QA QUALITY ASSURANCE

QT QUARRY TILE

R R-VALUE (INSULATION),

RADIUS, RISER

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE: REFERENCE

REBAR REINFORCING BAR

REC RECESSED

RECPT RECEPTACLE

REF REFRIGERATOR

REG REGISTER

REINF REINFORCE

REQD REQUIRED

RESIL RESILIENT

REV REVISION

RH ROOF HATCH

RM ROOM

RO ROUGH OPENING

RT RUBBER STAIR TREAD

S SOUTH

SAF SEAMLESS ACRYLIC FLOORING

SAP SUSPENDED ACOUSTICAL PANELS

SAT SUSPENDED ACOUSTICAL TILE

SB SPLASHBLOCK

SC SEALED CONCRETE, SOLID CORE

SCHED SCHEDULE

SCP SCUPPER

SD SOAP DISPENSER

SEAL SEALER

SECT SECTION

SECT SECTION

SF SQUARE FOOT

SF CMU SPLIT-FACE CMU

SHR SHOWER

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SL SLOPE

SLV SHORT LEG VERTICAL

SND SANITARY NAPKIN DISPOSER

SNV SANITARY NAPKIN VENDOR

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

TB TACKBOARD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

TD TUBULAR DAYLIGHTING DEVICE

TEL TELEPHONE

TEMP TEMPERATURE

TG TEMPERED GLASS,

TONGUE & GROOVE,

TRANSFER GRILLE

THRU THROUGH

TO TOP OF

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TTD TOILET TISSUE DISPENSER

TV TELEVISION

TYP TYPICAL

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

URN URINAL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDP WOOD PANELING

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WATER HEATER

WR WASTE RECEPTACLE,

WATER RESISTANT

WS WATER STOP

WSCT WAINSCOTT

WT WEIGHT

WWF WELDED WIRE FABRIC

ARCHITECTURAL SYMBOLS

X X

XXXX

SHEET LOCATION

VIEW NUMBER

X X

X

SHEET LOCATION

VIEW NUMBER

XXXX

BUILDING SECTION REFERENCE

SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET LOCATION

DETAIL REFERENCE

BUILDING

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

ELEVATION REFERENCES

X

XXXX

X

XXXX

HANDICAP SYMBOL

N

TRUE NORTH ARROW

X PLAN NOTE INDICATOR

X ALTERNATE INDICATOR

ROOM INDICATOR

VIEW TITLE

VIEW TITLE

SCALE:

X

XXXX

SHEET LOCATION

ELEVATION REFERENCES

VIEW NUMBER X / XXXX

EPOXY

8" X 8" X 16" CMU

PROVIDE 3" MIN GAP TO ALLOW FOR SLIP

MOVEMENT. FILL GAP WITH

COMPRESSIBLE RATED FIRE CAULK

TWO HOUR RATED 8" CMU WALL

UL DESIGN NO: U905

DOWEL, RE: STRUCT FOR WALL

REINFORCEMENT

3/AS001 - WALL TYPE LEGEND

EPOXY

8" X 8" X 16" CMU

PROVIDE 3" MIN GAP TO ALLOW FOR SLIP

MOVEMENT

TYPICAL CMU WALL

DOWEL, RE: STRUCT FOR WALL

REINFORCEMENT

8" CMU WALL TO DECK

SMOKE RESISTIVE CMU WALL

C

ALL LETTERING TO BE

PAINTED BLACK

WITH EXCEPTION OF

PROJECT TITLE

WHICH IS TO BE BLUE

PAINT BORDER MEMBER

BLACK ENAMEL

2"x4" [51x102mm]

FRAME AND BRACES IN

SAME PLANE

METAL FACE

WHITE ENAMEL

2"x4" [51x102mm]

FRAME AND BRACE IN

BACK

BORDER MEMBER

PAINTED BLACKBACKGROUND TO

BE PAINTED WHITE

METAL FACE

STRETCH METAL FACE TIGHT, TURN

OVER FRAME AND SECURE WITH

FLAT HEAD DEFORMED NAILS.

LETTERING TO BE

HELVETICA STYLE 1 1/2"

[38mm] HIGH TO BE

CENTERED HORIZONTAL

ANY SEAM IN METAL TO

BE FLAT SEAM - SEAMS TO BE

HORIZONTAL AND OCCUR BETWEEN LINES

OF LETTERING.

NOTE:

4"x4" [102x102mm]

POSTS PAINTED WHITE

SECTION ON CENTERLINEELEVATION

A/E TO PROVIDE DIGITAL

LOGO AND ADDRESS

THIS SPACE FOR PROJECT TITLE

LETTERING TO BE HELVETICA STYPE 5"

HIGH CENTERED BETWEEN LETTERING

ABOVE AND BELOW ONE OR TWO LINES

AS REQUIRED

DESIGNED AND SUPERVISED BY:

DEPARTMENT OF VETERANS

AFFAIRS WASHINGTON D.C.

GENERAL CONTRACTOR

L

GC TO PROVIDE DIGITAL

LOGO AND ADDRESS

8'-0"

2"

" M

AX

1' -0

6'- 0"

9" M

AX

3'- 0"

A

VE

RA

GE

4'- 0"

M

IN

BLUE

BLUE

OUTLINE

WITH WHITE

INTERIOR

JOINT

BRACING

RED

WHITE

BLUE

BRACING SEE

CONSTRUCTION

SIGN DETAIL 01010-1

4"x4" POST

IF SIGN IS INSTALLED

ON GRADE

FIN. GRADE

WOOD STRIPS

ELEVATION

CONTRACTOR'S NAME

THE LIFE YOU SAVE MAY BE YOUR OWN

WITHOUT A LOST TIME ACCIDENT

0 DAYSHAS WORKED

THIS PROJECT

ON SAFETY

inZERO

4'-0"

3'- 0"

VA

RI

ES

3'

-0

0 0

1- 3/

4"

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

MEMPHIS, TN

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

FACILITY MANAGEMENT

DIVISION MANAGER

614-319

MEMPHIS VAMC

1030 JEFFERSON AVE, MEMPHIS, TN 38104

ARCHITECT/ENGINEERS:

MEP Engineer

APOGEE CONSULTING

GROUP

1151 Kildaire Farm Rd.

Suite 120 Cary, NC 27511

Tele: 919-858-7420

Functional Design

CARL WALKER INC.

3211 Internet Blvd., Suite 220 Frisco, TX 75034

Tele: 469-777-5143

905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

C :\U se rs

\k ha w ki ns \D oc um en ts

\1 5.

_M em ph is

VA

G ar ag e_ kh aw ki ns .rv t

BID SET

AS001

KHUJ

ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

11/14/2016

15.1067CONSTRUCT PARKING GARAGE

ON WEST LOT

SCALE: 1" = 1'-0"AS001

2 CONSTRUCTION SIGN

SCALE: 1 1/2" = 1'-0"AS001

1 SAFETY SIGN

STOP

KEYPLAN

LEVEL 1

EL 100'-0"

LEVEL 2

EL 111'-4"

LEVEL 3

EL 122'-8"

LEVEL 4

EL 134'-0"

FLOOR PLAN GENERAL NOTES

1. SEE STRIPING/SIGNAGE PLANS FOR DETAILS AND DIMENSIONS OF

PAINTED TRAFFIC MARKINGS.

2. CONTRACTOR TO VERIFY ALL DIM'S IN THE FIELD AND NOTIFY

THE OWNER OF ANY DESCREPENCIES PRIOR TO THE BEGINNING

OF WORK.

3 DIMENSIONS INDICATED ARE TO FACES OF CMU/STUDS/STRUCTURE

MATERIALS AND GRID LINES (TYPICAL), UNLESS NOTED OTHERWISE.

4 PROVIDE SEALANT AT ALL CONCRETE SLAB TO WALL INTERSECTIONS.

PLAN LEGEND

ROOM

NEW PRECAST

CONC WALL

RE: STRUCT

NEW WALL TAG

S3.A2

INDICATES STRUCTURAL MATERIAL

INDICATES NOMINAL SIZE

INDICATES CONSTRUCTION

INDICATES TOP OF WALL CONDITION

REFER TO WALL LEGEND

FOR MORE INFORMATION

NEW DOOR101

DOOR TAG

101 ROOM TAG

1 PLAN NOTE

ALTERNATE/BID DEDUCT ITEM

PT-1 FINISH INDICATION

A STOREFRONT/WINDOW

T GLAZING

ELECT

IT

SECURITY

STORAGE

STAIR #2

STAIR #1

P37

P36

LOBBY

AS301

AS301

AS302

AS302

46' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 46' - 0"

6" 10' - 0"

316' - 0 3/4"

1 2 3 4 5 6 7 8 9

A

B

C

0 1 /2"

8"

8"

8"

16' - 0" 46' - 4 1/2"

5"

19' - 0" 3' - 4"4' - 2 3/4"

1'

- 4

1/ 2"

0"

0"

2"

3'

- 7

AS501

AS501

1'

- 4

1/ 2"

7'

- 7

3/ 4"

26' - 0"18' - 4"

AS411

AS411

AS411

3 \ AS422

1 \ A

S6

4 \ A

S6

6 \ A

S6

7 \ AS601

5 \ A

S6

3 \ A

S6

2 \ AS6019'

- 2

5'

- 0

6"

5'

- 0

6'

- 9

7 1 /2"

1'

- 4

1/ 2"

1'

- 4

1/ 2"

4" 4"

5' - 2" 5' - 2" 5' - 2"4' - 7" 4' - 7" 4' - 7"

6'

- 0

6'

- 0

3' - 7"2' - 8"

5'

- 6

5'

- 6

5'

- 6

3' - 7"

9'

- 0

9'

- 0

9'

- 0

9'

- 0

AS001

AS001

3' - 10 1/4"

5'

- 8 1/

2"

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

MEMPHIS, TN

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

FACILITY MANAGEMENT

DIVISION MANAGER

614-319

MEMPHIS VAMC

1030 JEFFERSON AVE, MEMPHIS, TN 38104

ARCHITECT/ENGINEERS:

MEP Engineer

APOGEE CONSULTING

GROUP

1151 Kildaire Farm Rd.

Suite 120 Cary, NC 27511

Tele: 919-858-7420

Functional Design

CARL WALKER INC.

3211 Internet Blvd., Suite 220 Frisco, TX 75034

Tele: 469-777-5143

905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

C :\U se rs

\k ha w ki ns \D oc um en ts

\1 5.

_M em ph is

VA

G ar ag e_ kh aw ki ns .rv t

BID SET

AS101

KHUJ

FIRST FLOOR PLAN

11/14/2016

15.1067CONSTRUCT PARKING GARAGE

ON WEST LOT

N

SCALE: 3/32" = 1'-0"AS101

1 FIRST FLOOR PLAN

UP

FLOOR PLAN GENERAL NOTES

1. SEE STRIPING/SIGNAGE PLANS FOR DETAILS AND DIMENSIONS OF

PAINTED TRAFFIC MARKINGS.

2. CONTRACTOR TO VERIFY ALL DIM'S IN THE FIELD AND NOTIFY

THE OWNER OF ANY DESCREPENCIES PRIOR TO THE BEGINNING

OF WORK.

3 DIMENSIONS INDICATED ARE TO FACES OF CMU/STUDS/STRUCTURE

MATERIALS AND GRID LINES (TYPICAL), UNLESS NOTED OTHERWISE.

4 PROVIDE SEALANT AT ALL CONCRETE SLAB TO WALL INTERSECTIONS.

PLAN LEGEND

ROOM

NEW PRECAST

CONC WALL

RE: STRUCT

NEW WALL TAG

S3.A2

INDICATES STRUCTURAL MATERIAL

INDICATES NOMINAL SIZE

INDICATES CONSTRUCTION

INDICATES TOP OF WALL CONDITION

REFER TO WALL LEGEND

FOR MORE INFORMATION

NEW DOOR101

DOOR TAG

101 ROOM TAG

1 PLAN NOTE

ALTERNATE/BID DEDUCT ITEM

PT-1 FINISH INDICATION

A STOREFRONT/WINDOW

T GLAZING

KEYPLAN

LEVEL 1

EL 100'-0"

LEVEL 2

EL 111'-4"

LEVEL 3

EL 122'-8"

LEVEL 4

EL 134'-0"

STAIR #1

LOBBY

P37

P36

STAIR #2

AS301

AS301

AS302

AS302

1 2 3 4 5 6 7 8 9

A

B

C

46' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 46' - 0"

6" 10' - 0"

5"

19' - 0" 3' - 4"

1'

- 0

1/ 2"

0"

0"

316' - 10 3/4"

AS501

AS501

1'

- 4

1/ 2"

AS411

AS411

AS411

3 \ AS422

2'

- 2 1/

2"

0'

- 2

7 1 /2"

6'

- 9

5'

- 0

6" 5'

- 0

6" 5'

- 0

6'

- 5

1'

- 4 1/

2" 1'

- 4 1/

2"

5'

- 6

5' - 3"

4' - 7 1/2"

5'

- 6

3' - 7"

5'

- 8 1/

2"

4 \ A

S6

5 \ A

S6

3 \ A

S6

6 \ A

S6

7 \ AS601

1 \ A

S6

2 \ AS601

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

MEMPHIS, TN

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

FACILITY MANAGEMENT

DIVISION MANAGER

614-319

MEMPHIS VAMC

1030 JEFFERSON AVE, MEMPHIS, TN 38104

ARCHITECT/ENGINEERS:

MEP Engineer

APOGEE CONSULTING

GROUP

1151 Kildaire Farm Rd.

Suite 120 Cary, NC 27511

Tele: 919-858-7420

Functional Design

CARL WALKER INC.

3211 Internet Blvd., Suite 220 Frisco, TX 75034

Tele: 469-777-5143

905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

C :\U se rs

\k ha w ki ns \D oc um en ts

\1 5.

_M em ph is

VA

G ar ag e_ kh aw ki ns .rv t

BID SET

AS102

KHUJ

SECOND FLOOR PLAN

11/14/2016

15.1067CONSTRUCT PARKING GARAGE

ON WEST LOT

N

SCALE: 3/32" = 1'-0"AS102

1 SECOND FLOOR PLAN

DN

FLOOR PLAN GENERAL NOTES

1. SEE STRIPING/SIGNAGE PLANS FOR DETAILS AND DIMENSIONS OF

PAINTED TRAFFIC MARKINGS.

2. CONTRACTOR TO VERIFY ALL DIM'S IN THE FIELD AND NOTIFY

THE OWNER OF ANY DESCREPENCIES PRIOR TO THE BEGINNING

OF WORK.

3 DIMENSIONS INDICATED ARE TO FACES OF CMU/STUDS/STRUCTURE

MATERIALS AND GRID LINES (TYPICAL), UNLESS NOTED OTHERWISE.

4 PROVIDE SEALANT AT ALL CONCRETE SLAB TO WALL INTERSECTIONS.

PLAN LEGEND

ROOM

NEW PRECAST

CONC WALL

RE: STRUCT

NEW WALL TAG

S3.A2

INDICATES STRUCTURAL MATERIAL

INDICATES NOMINAL SIZE

INDICATES CONSTRUCTION

INDICATES TOP OF WALL CONDITION

REFER TO WALL LEGEND

FOR MORE INFORMATION

NEW DOOR101

DOOR TAG

101 ROOM TAG

1 PLAN NOTE

ALTERNATE/BID DEDUCT ITEM

PT-1 FINISH INDICATION

A STOREFRONT/WINDOW

T GLAZING

KEYPLAN

LEVEL 1

EL 100'-0"

LEVEL 2

EL 111'-4"

LEVEL 3

EL 122'-8"

LEVEL 4

EL 134'-0"

STAIR #1

LOBBY

P36

P37

STAIR #2

1 2 3 4 5 6 7 8 9

A

B

C

6" 10' - 0"

46' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 46' - 0"

5"

19' - 0" 3' - 4"

317' - 8 3/4"

AS501

AS501

1'

- 4

1/ 2"

0"

0"

AS411

AS411

3 \ AS422

AS312

0"

2"

1'

- 4

1/ 2"

1'

- 4

1/ 2"

2"

0"

2'

- 2 1/

2" 1'

- 4 1/

2"

5'

- 6

5' - 4"

4' - 7"

5'

- 6

3' - 7"

5'

- 8 1/

2"

4 \ A

S6

5 \ A

S6

3 \ A

S6

6 \ A

S6

7 \ AS601

1 \ A

S6

2 \ AS601

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

MEMPHIS, TN

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

FACILITY MANAGEMENT

DIVISION MANAGER

614-319

MEMPHIS VAMC

1030 JEFFERSON AVE, MEMPHIS, TN 38104

ARCHITECT/ENGINEERS:

MEP Engineer

APOGEE CONSULTING

GROUP

1151 Kildaire Farm Rd.

Suite 120 Cary, NC 27511

Tele: 919-858-7420

Functional Design

CARL WALKER INC.

3211 Internet Blvd., Suite 220 Frisco, TX 75034

Tele: 469-777-5143

905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

C :\U se rs

\k ha w ki ns \D oc um en ts

\1 5.

_M em ph is

VA

G ar ag e_ kh aw ki ns .rv t

BID SET

AS103

KHUJ

THIRD FLOOR PLAN

11/14/2016

15.1067CONSTRUCT PARKING GARAGE

ON WEST LOT

N

SCALE: 3/32" = 1'-0"AS103

1 THIRD FLOOR PLAN

1. MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT ON ROOF. PROVIDE TAPERED

RIGID INSULATION CRICKETS AT 1/4" PER FOOT SLOPE.

2. OVERFLOW DRAINS AND SCUPPERS ARE TO BE 2" HIGHER THAN PRIMARY

ROOF DRAINS. REFER TO THE PLUMBING DRAWINGS FOR ADDITIONAL

REQUIREMENTS.

ROOF PLAN NOTES GENERAL ROOF PLAN NOTES

R1 WHITE TPO ROOFING OVER TAPERED INSULATION

R2 METAL COPING

R3 ROOF DRAIN

R4 OVERFLOW ROOF DRAIN, RE: 3/AS251

R5 ROOF CRICKET

R6 PRECAST WALL, PROVIDE 1" SLOPED TOP TO OUTSIDE

AS251

AS251

1 2 3 4 5 6 7 8 9

A

B

C

A

19' - 0" 3' - 4"

6" 9'

- 4 3/

4"

19' - 0" 3' - 4" 22' - 4"

22' - 4"

21' - 0"

AS421

8 1 /2"

4' - 0"

1/4" / 12"

1/4" / 12"

R3

R3

R2

R1

R5

22' - 5 3/4"

R4

R2

R5

R4

AS423 R6

AS421

AS421

2 3 /4"

A

6" 10' - 0"

5"

8' - 9"

AS422

AS422

1/ 4"

3' - 11 1/2" 8'

- 7 1/

2"

R3

R2

R1

R5

2"

10' - 6 1/2"

14' - 6"

3 3 /4"

R4

COMPRESSION RING AND STRAINER

BASKET

CONTINUOUS BEAD OF WATERBLOCK

AROUND ROOF DRAIN

PRECAST SLABS, TYP.

RE: STRUCT

ROOF DRAIN W/ DRAIN DISH AND

DEPRESSED NOTCHED CLAMPING RING

OVERFLOW DRAIN AT 2" ABOVE ROOF

DRAIN

60 MIL WHITE TPO ROOFING OVER 1/2"

PROTECTION BOARD OVER 2" MIN

POLYISOCYANURATE INSULATION BOARD

OVER ROOF DECK. SLOPE INSULATION AND

ROOFING TO DRAIN. EXTEND ROOFING

MEMBRANE MIN. 1/2" PAST CLAMPING RING

24" MIN

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

MEMPHIS, TN

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

FACILITY MANAGEMENT

DIVISION MANAGER

614-319

MEMPHIS VAMC

1030 JEFFERSON AVE, MEMPHIS, TN 38104

ARCHITECT/ENGINEERS:

MEP Engineer

APOGEE CONSULTING

GROUP

1151 Kildaire Farm Rd.

Suite 120 Cary, NC 27511

Tele: 919-858-7420

Functional Design

CARL WALKER INC.

3211 Internet Blvd., Suite 220 Frisco, TX 75034

Tele: 469-777-5143

905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

C :\U se rs

\k ha w ki ns \D oc um en ts

\1 5.

_M em ph is

VA

G ar ag e_ kh aw ki ns .rv t

BID SET

AS251

KHUJ

ROOF PLAN

11/14/2016

15.1067CONSTRUCT PARKING GARAGE

ON WEST LOT

N

SCALE: 1/16" = 1'-0"AS251

1 ROOF PLAN

SCALE: 1/4" = 1'-0"AS251

2 ENLARGED ROOF PLAN - STAIR #1

SCALE: 1/4" = 1'-0"AS251

4 ENLARGED ROOF PLAN - STAIR #2

SCALE: 1" = 1'-0"AS251

3 ROOF DRAIN DETAIL

EXTERIOR FINISH LEGENDSPECIFIC ELEVATION NOTES

NOTE

REFER TO CIVIL DRAWINGS FOR FINAL SLOPE OF GRADE.

BOLLARDS, RE: SHEET AP101 FOR MORE INFORMATION

1-1/2 PRECAST CONCRETE REVEAL TYP, REF DETAIL 8/AS311

5-1/2 PRECAST CONCRETE REVEAL TYP, REF DETAIL 7/AS311

DESCRIPTION

E.1

E.2

E.3

E.4

NOTE: ALL FINISHES TO BE PC-1 UNLESS NOTED OTHERWISE

DESCRIPTION

PRECAST CONCRETE - STAIN ; COLOR LIGHT BEIGE

RE: SCHEDULE FOR FINISHES SPEC. SECTION

PRECAST CONCRETE - STAIN ; COLOR WHITE

RE: SCHEDULE FOR FINISHES SPEC. SECTION

EXTERIOR FINISH LEGEND

DESCRIPTIONCODE CODE

ALUMINUM CURTAIN WALL / STOREFRONT, RE: AS/312

MC

POURED IN PLACE CONCRETE RETAINING WALL: SMOOTH FORM FINISHCW

PC-1

PC-2

ALL GLAZING IS TYPE "G" UNLESS NOTED BELOW:

1. TEMPER ALL GLAZING WITHIN 60 INCHES OF FINISH FLOOR AND WITHIN 24 INCHES

HORIZONTALLY OF DOOR.

2. TEMPER ALL GLAZING THAT OCCURS ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS

WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN EXPOSED SURFACE

OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING

SURFACE.

3. TEMPER ALL GLAZING THAT OCCURS ADJACENT TO STAIRWAYS WITHIN 60 INCHES

HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN

THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF

THE TREAD.

4. TEMPER ALL GLAZING WITHIN DOORS.

5. TEMPER PANE IF THE AREA IS GREATER THAN 9 SF.

6. "S" SYMBOL INDICATES SPANDREL.

GLAZING GENERAL NOTES

PRECAST CONCRETE - STAIN ; COLOR BLUE

RE: SCHEDULE FOR FINISHES SPEC. SECTION

PC-3

METAL COPING, COLOR TO MATCH PC-1

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

12345678

OPEN

OPEN OPEN OPEN

PC-1, PRECAST WALL, TYP.

PC-2, PRECAST SPANDRELS,

ALL LEVELS, TYP.

PC-2, PRECAST COLUMNS, TYP..

AS411

AS422

AS421

cw

OPEN

OPEN

AS303

ROOF

131' - 4"

ELEVATOR ROOF

140' - 0"

AS303

AS303

3 PC-1, PRECAST WALL, TYP.

MC

E.4 E.3

MC

E.3 E.4

MC

cw cw cw cw cw

OPEN

OPEN

OPEN

OPEN

OPEN

OPEN

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

A

BC

OPEN

PC-2, PRECAST COLUMNS, TYP.

AS421

PC-1, PRECAST WALL, TYP.

PC-2, PRECAST SPANDRELS, ALL LEVELS, TYP.

OPEN

ROOF

131' - 4"

ELEVATOR ROOF

140' - 0"

PC-2, PRECAST SPANDRELS PC-3, PRECAST WALL

AS303

AS303

MC

E.3

MC MC

CW

E.4

E.4

E.3

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

MEMPHIS, TN

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

FACILITY MANAGEMENT

DIVISION MANAGER

614-319

MEMPHIS VAMC

1030 JEFFERSON AVE, MEMPHIS, TN 38104

ARCHITECT/ENGINEERS:

MEP Engineer

APOGEE CONSULTING

GROUP

1151 Kildaire Farm Rd.

Suite 120 Cary, NC 27511

Tele: 919-858-7420

Functional Design

CARL WALKER INC.

3211 Internet Blvd., Suite 220 Frisco, TX 75034

Tele: 469-777-5143

905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

C :\U se rs

\k ha w ki ns \D oc um en ts

\1 5.

_M em ph is

VA

G ar ag e_ kh aw ki ns .rv t

BID SET

AS301

KHUJ

BUILDING ELEVATIONS

11/14/2016

15.1067CONSTRUCT PARKING GARAGE

ON WEST LOT

SCALE: 3/32" = 1'-0"AS301

1 NORTH ELEVATION

SCALE: 3/32" = 1'-0"AS301

2 EAST ELEVATION

SCALE:AS301

3 3D NORTHEAST ISMOETRIC

EXTERIOR FINISH LEGENDSPECIFIC ELEVATION NOTES

NOTE

REFER TO CIVIL DRAWINGS FOR FINAL SLOPE OF GRADE.

BOLLARDS, RE: SHEET AP101 FOR MORE INFORMATION

1-1/2 PRECAST CONCRETE REVEAL TYP, REF DETAIL 8/AS311

5-1/2 PRECAST CONCRETE REVEAL TYP, REF DETAIL 7/AS311

DESCRIPTION

E.1

E.2

E.3

E.4

NOTE: ALL FINISHES TO BE PC-1 UNLESS NOTED OTHERWISE

DESCRIPTION

PRECAST CONCRETE - STAIN ; COLOR LIGHT BEIGE

RE: SCHEDULE FOR FINISHES SPEC. SECTION

PRECAST CONCRETE - STAIN ; COLOR WHITE

RE: SCHEDULE FOR FINISHES SPEC. SECTION

EXTERIOR FINISH LEGEND

DESCRIPTIONCODE CODE

ALUMINUM CURTAIN WALL / STOREFRONT, RE: AS/312

MC

POURED IN PLACE CONCRETE RETAINING WALL: SMOOTH FORM FINISHCW

PC-1

PC-2

ALL GLAZING IS TYPE "G" UNLESS NOTED BELOW:

1. TEMPER ALL GLAZING WITHIN 60 INCHES OF FINISH FLOOR AND WITHIN 24 INCHES

HORIZONTALLY OF DOOR.

2. TEMPER ALL GLAZING THAT OCCURS ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS

WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN EXPOSED SURFACE

OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING

SURFACE.

3. TEMPER ALL GLAZING THAT OCCURS ADJACENT TO STAIRWAYS WITHIN 60 INCHES

HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN

THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF

THE TREAD.

4. TEMPER ALL GLAZING WITHIN DOORS.

5. TEMPER PANE IF THE AREA IS GREATER THAN 9 SF.

6. "S" SYMBOL INDICATES SPANDREL.

GLAZING GENERAL NOTES

PRECAST CONCRETE - STAIN ; COLOR BLUE

RE: SCHEDULE FOR FINISHES SPEC. SECTION

PC-3

METAL COPING, COLOR TO MATCH PC-1

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

A

B C

AS411

AS422

PC-2, PRECAST COLUMNS, TYP.

PC-3, PRECAST WALL, TYP.

PC-1, PRECAST WALL, TYP.

ROOF

131' - 4"

ELEVATOR ROOF

140' - 0"

AS304

E.3 E.4

MC

E.3 102' - 2 1/2"

16' - 7" 5' - 0" 10' - 0" 5' - 0" 10' - 0" 5' - 0" 10' - 0" 5' - 0" 10' - 0" 5' - 0" 10' - 0" 5' - 0" 5' - 7 1/2"

4'

- 7

30' - 2 1/2" 41' - 9 1/2" 30' - 2 1/2"

5'

- 9

6'

- 9

4'

- 7

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

1 2 3 4 5 6 7 8

OPEN OPEN OPEN OPEN

OPEN

OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN

AS411

PC-2, PRECAST COLUMNS, TYP.

PC-2, PRECAST SPANDRELS, ALL LEVELS, TYP.

OPENOPEN

AS304

OPEN

ROOF

131' - 4"

AS304

E.4 E.3

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

MEMPHIS, TN

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

FACILITY MANAGEMENT

DIVISION MANAGER

614-319

MEMPHIS VAMC

1030 JEFFERSON AVE, MEMPHIS, TN 38104

ARCHITECT/ENGINEERS:

MEP Engineer

APOGEE CONSULTING

GROUP

1151 Kildaire Farm Rd.

Suite 120 Cary, NC 27511

Tele: 919-858-7420

Functional Design

CARL WALKER INC.

3211 Internet Blvd., Suite 220 Frisco, TX 75034

Tele: 469-777-5143

905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

C :\U se rs

\k ha w ki ns \D oc um en ts

\1 5.

_M em ph is

VA

G ar ag e_ kh aw ki ns .rv t

BID SET

AS302

KHUJ

BUILDING ELEVATIONS

11/14/2016

15.1067CONSTRUCT PARKING GARAGE

ON WEST LOT

SCALE: 3/32" = 1'-0"AS302

2 WEST ELEVATION

SCALE:AS302

3 3D NORTHWEST ISOMETRIC

SCALE: 3/32" = 1'-0"AS302

1 SOUTH ELEVATION

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

OPEN

34' - 0"

10' - 9"12' - 6"10' - 9"

2'

- 4

1/ 2"

2'

- 4

1/ 2"

CW

1'

- 0

3/ 4"

1/

2"

PC-2, PRECAST SPANDRELS,

ALL LEVELS, TYP.

PC-2, PRECAST COLUMNS, TYP.

E.3

E.4

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

B

14' - 6"

E.4

4"

2'

- 4

1/ 2"

2'

- 4

1/ 2"

2'

- 4

1/ 2"

2'

- 4

1/ 2"

1'

- 0

"18' - 2 3/4" 16' - 8 1/2" 18' - 2 3/4"

53' - 2"

PC-3, PRECAST WALL , ALL LEVELS, TYP.

6'

- 7

5' - 0" 12' - 6" 5' - 0" 12' - 6" 5' - 0"6' - 9"

0"

5' - 0"6' - 9"

12' - 6" 5' - 0" 23' - 11"

4'

- 7

E.3

PC-2, PRECAST SPANDRELS, ALL LEVELS, TYP

E.3

E.3

6'

- 9

6'

- 9

OPEN

OPEN

OPEN OPEN

OPEN2'

- 4

1/ 2"

2'

- 4

1/ 2"

1'

- 0

1'

- 0

4'

- 7

RE

PE

AT

S

PA

TT

ER

N

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

A

AS421

ROOF

131' - 4"

ELEVATOR ROOF

140' - 0"

RE

PE

AT

S

PA

TT

ER

N

RE

PE

AT

S

PA

TT

ER

N

1'

- 3

2'

- 1 1/

2" 1'

- 3

2'

- 5

1/ 2"

2'

- 3

1/ 2"

PC-1, PRECAST WALL, TYP.

S

S

6'

- 0

5'

- 5 1/

4"

RE

PE

AT

S

PA

TT

ER

N

1'

- 3

3'

- 8 1/

4" 2'

- 3 1/

2" 2'

- 5 1/

2"

RE

PE

AT

S

PA

TT

ER

N

RE

PE

AT

S

PA

TT

ER

N

RE

PE

AT

S

PA

TT

ER

N 5'

- 4 3/

4" 5'

- 1 1 1

/2" 1'

- 3

2'

- 0

3/ 4"

2'

- 0

1/ 2"

2' - 6" 6' - 10"

6' - 4" 2' - 6"

PC-1, PRECAST WALL, TYP.

A

MC

E.3 E.4

MC MC

AS421

S

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

12' - 6 1/4"9' - 11 3/4"12' - 6 1/4"

35' - 0"

PATTERN REPEATS

OPEN

OPEN

1'

- 0

2'

- 4 1/

2" 2'

- 4 1/

2" 1'

- 0

4'

- 7

RE

PE

AT

S

PA

TT

ER

N

PC-2, PRECAST COLUMNS, TYP.

PC-2, PRECAST SPANDRELS,

ALL LEVELS, TYP.

E.4 E.3

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

26' - 0"

PATTERN REPEATS

7' - 10"10' - 4"7' - 10"

OPEN

OPEN

1'

- 0

2'

- 4 1/

2" 2'

- 4 1/

2" 1'

- 0

4'

- 7

RE

PE

AT

S

PA

TT

ER

N

PC-2, PRECAST COLUMNS, TYP.

PC-2, PRECAST SPANDRELS,

ALL LEVELS, TYP.

E.3 E.4

EXTERIOR FINISH LEGENDSPECIFIC ELEVATION NOTES

NOTE

REFER TO CIVIL DRAWINGS FOR FINAL SLOPE OF GRADE.

BOLLARDS, RE: SHEET AP101 FOR MORE INFORMATION

1-1/2 PRECAST CONCRETE REVEAL TYP, REF DETAIL 8/AS311

5-1/2 PRECAST CONCRETE REVEAL TYP, REF DETAIL 7/AS311

DESCRIPTION

E.1

E.2

E.3

E.4

NOTE: ALL FINISHES TO BE PC-1 UNLESS NOTED OTHERWISE

DESCRIPTION

PRECAST CONCRETE - STAIN ; COLOR LIGHT BEIGE

RE: SCHEDULE FOR FINISHES SPEC. SECTION

PRECAST CONCRETE - STAIN ; COLOR WHITE

RE: SCHEDULE FOR FINISHES SPEC. SECTION

EXTERIOR FINISH LEGEND

DESCRIPTIONCODE CODE

ALUMINUM CURTAIN WALL / STOREFRONT, RE: AS/312

MC

POURED IN PLACE CONCRETE RETAINING WALL: SMOOTH FORM FINISHCW

PC-1

PC-2

ALL GLAZING IS TYPE "G" UNLESS NOTED BELOW:

1. TEMPER ALL GLAZING WITHIN 60 INCHES OF FINISH FLOOR AND WITHIN 24 INCHES

HORIZONTALLY OF DOOR.

2. TEMPER ALL GLAZING THAT OCCURS ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS

WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN EXPOSED SURFACE

OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING

SURFACE.

3. TEMPER ALL GLAZING THAT OCCURS ADJACENT TO STAIRWAYS WITHIN 60 INCHES

HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN

THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF

THE TREAD.

4. TEMPER ALL GLAZING WITHIN DOORS.

5. TEMPER PANE IF THE AREA IS GREATER THAN 9 SF.

6. "S" SYMBOL INDICATES SPANDREL.

GLAZING GENERAL NOTES

PRECAST CONCRETE - STAIN ; COLOR BLUE

RE: SCHEDULE FOR FINISHES SPEC. SECTION

PC-3

METAL COPING, COLOR TO MATCH PC-1

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

MEMPHIS, TN

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

FACILITY MANAGEMENT

DIVISION MANAGER

614-319

MEMPHIS VAMC

1030 JEFFERSON AVE, MEMPHIS, TN 38104

ARCHITECT/ENGINEERS:

MEP Engineer

APOGEE CONSULTING

GROUP

1151 Kildaire Farm Rd.

Suite 120 Cary, NC 27511

Tele: 919-858-7420

Functional Design

CARL WALKER INC.

3211 Internet Blvd., Suite 220 Frisco, TX 75034

Tele: 469-777-5143

905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

C :\U se rs

\k ha w ki ns \D oc um en ts

\1 5.

_M em ph is

VA

G ar ag e_ kh aw ki ns .rv t

BID SET

AS303

AuthorChecker

ENLARGED BUILDING ELEVATIONS

11/14/2016

15.1067CONSTRUCT PARKING GARAGE

ON WEST LOT

SCALE: 1/4" = 1'-0"AS303

2 NORTH ELEVATION - TYP.

SCALE: 3/16" = 1'-0"AS303

4 EAST ELEVATION - TYP.

SCALE: 1/4" = 1'-0"AS303

5 EAST TOWER ELEVATION - TYP.

SCALE: 1/4" = 1'-0"AS303

1 NORTH ELEVATION - TYP.

SCALE: 1/4" = 1'-0"AS303

3 NORTH ELEVATION - TYP.

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

3 4

OPEN

PC-2, PRECAST SPANDRELS, ALL LEVELS, TYP.

34' - 0"

11' - 5" 11' - 2" 11' - 5"

OPEN

PC-2, PRECAST COLUMNS, TYP.

1'

- 0

2'

- 4 1/

2" 2'

- 4 1/

2" 1'

- 0

4'

- 7

RE

PE

AT

S

PA

TT

ER

N

PATTERN REPEATS

E.4

E.3

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

8 9

OPEN

OPEN

4'

- 7

RE

PE

AT

S

PA

TT

ER

N

43' - 7 1/2"

PATTERN REPEATS

13' - 6 1/4" 15' - 8" 13' - 6 1/4"

1'

- 0

" 2'

- 4

1/ 2"

2'

- 4

1/ 2"1'

- 0

PC-2, PRECAST COLUMNS, TYP.

PC-2, PRECAST SPANDRELS, ALL LEVELS, TYP.

E.3 E.4

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

A

AS422

ROOF

131' - 4"

1'

- 1

1/ 4"2

3 3

/4" 2'

- 3 1/

2"

RE

PE

AT

S

PA

TT

ER

N

RE

PE

AT

S

PA

TT

ER

N

RE

PE

AT

S

PA

TT

ER

N

RE

PE

AT

S

PA

TT

ER

N

PC-1, PRECAST WALL, TYP.

2'

- 4

1/ 2"

1/

4" 2'

- 3 3/

4" 2'

- 3 1/

2" 4'

- 8 1/

2"

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

E.4 E.3

MC

2'

- 4

2'

- 4

6'

- 7

RE

PE

AT

S

PA

TT

ER

N

4 1

/2"

PC-3, PRECAST WALL, TYP.

E.3

EXTERIOR FINISH LEGENDSPECIFIC ELEVATION NOTES

NOTE

REFER TO CIVIL DRAWINGS FOR FINAL SLOPE OF GRADE.

BOLLARDS, RE: SHEET AP101 FOR MORE INFORMATION

1-1/2 PRECAST CONCRETE REVEAL TYP, REF DETAIL 8/AS311

5-1/2 PRECAST CONCRETE REVEAL TYP, REF DETAIL 7/AS311

DESCRIPTION

E.1

E.2

E.3

E.4

NOTE: ALL FINISHES TO BE PC-1 UNLESS NOTED OTHERWISE

DESCRIPTION

PRECAST CONCRETE - STAIN ; COLOR LIGHT BEIGE

RE: SCHEDULE FOR FINISHES SPEC. SECTION

PRECAST CONCRETE - STAIN ; COLOR WHITE

RE: SCHEDULE FOR FINISHES SPEC. SECTION

EXTERIOR FINISH LEGEND

DESCRIPTIONCODE CODE

ALUMINUM CURTAIN WALL / STOREFRONT, RE: AS/312

MC

POURED IN PLACE CONCRETE RETAINING WALL: SMOOTH FORM FINISHCW

PC-1

PC-2

ALL GLAZING IS TYPE "G" UNLESS NOTED BELOW:

1. TEMPER ALL GLAZING WITHIN 60 INCHES OF FINISH FLOOR AND WITHIN 24 INCHES

HORIZONTALLY OF DOOR.

2. TEMPER ALL GLAZING THAT OCCURS ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS

WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN EXPOSED SURFACE

OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING

SURFACE.

3. TEMPER ALL GLAZING THAT OCCURS ADJACENT TO STAIRWAYS WITHIN 60 INCHES

HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN

THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF

THE TREAD.

4. TEMPER ALL GLAZING WITHIN DOORS.

5. TEMPER PANE IF THE AREA IS GREATER THAN 9 SF.

6. "S" SYMBOL INDICATES SPANDREL.

GLAZING GENERAL NOTES

PRECAST CONCRETE - STAIN ; COLOR BLUE

RE: SCHEDULE FOR FINISHES SPEC. SECTION

PC-3

METAL COPING, COLOR TO MATCH PC-1

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

MEMPHIS, TN

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

FACILITY MANAGEMENT

DIVISION MANAGER

614-319

MEMPHIS VAMC

1030 JEFFERSON AVE, MEMPHIS, TN 38104

ARCHITECT/ENGINEERS:

MEP Engineer

APOGEE CONSULTING

GROUP

1151 Kildaire Farm Rd.

Suite 120 Cary, NC 27511

Tele: 919-858-7420

Functional Design

CARL WALKER INC.

3211 Internet Blvd., Suite 220 Frisco, TX 75034

Tele: 469-777-5143

905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

C :\U se rs

\k ha w ki ns \D oc um en ts

\1 5.

_M em ph is

VA

G ar ag e_ kh aw ki ns .rv t

BID SET

AS304

AuthorChecker

ENLARGED BUILDING ELEVATIONS

11/14/2016

15.1067CONSTRUCT PARKING GARAGE

ON WEST LOT

SCALE: 1/4" = 1'-0"AS304

3 SOUTH ELEVATION - TYP. SCALE: 3/16" = 1'-0"AS304

2 SOUTH ELEVATION - TYP.

SCALE: 1/4" = 1'-0"AS304

1 WEST ELEVATION - TYP.

LEVEL 3

122' - 8"

A

AS421

1'

- 1

1 1 /4"

1'

- 2

3/ 4"

2'

- 3

1/ 2"

2' - 6"

7' - 6" 1' - 10"

RE

PE

AT

S

PA

TT

ER

N

RE

PE

AT

S

PA

TT

ER

N

2'

- 0

3/ 4"

ROOF

131' - 4"

ELEVATOR ROOF

140' - 0"

2'

- 9

1/ 2"

1'

- 2

2'

- 0

2'

- 0

1'

- 0 1/

4" 2'

- 7 3/

4"

PC-1, PRECAST WALL, TYP.

B

MC

E.4

E.3

AS4212

AS423

LEVEL 3

122' - 8"

22' - 4"

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

1'

- 2

3/ 4"

2'

- 3

1/ 2"

5'

- 8

ROOF

131' - 4"

ELEVATOR ROOF

140' - 0"

1'

- 1

1 1 /4"

5'

- 1

0" 2'

- 0 3/

4"

PC-1, PRECAST WALL, TYP.

MC

E.3

E.4

LEVEL 3

122' - 8"

A

AS422

2'

- 7

3/ 4"

7 1 /2"

2'

- 6

1/ 4"

RE

PE

AT

S

PA

TT

ER

N

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

ROOF

131' - 4"

ELEVATOR ROOF

140' - 0"

PC-1, PRECAST WALL, TYP.

MC

E.3

AS423

LEVEL 3

122' - 8"

AS422

2'

- 7

3/ 4"

7 1 /2"

2'

- 6

1/ 4"

RE

PE

AT

S

PA

TT

ER

N

ROOF

131' - 4"

ELEVATOR ROOF

140' - 0"

8' - 0" 2' - 6"

PC-1, PRECAST WALL, TYP.

MC

E.3

EXTERIOR FINISH LEGENDSPECIFIC ELEVATION NOTES

NOTE

REFER TO CIVIL DRAWINGS FOR FINAL SLOPE OF GRADE.

BOLLARDS, RE: SHEET AP101 FOR MORE INFORMATION

1-1/2 PRECAST CONCRETE REVEAL TYP, REF DETAIL 8/AS311

5-1/2 PRECAST CONCRETE REVEAL TYP, REF DETAIL 7/AS311

DESCRIPTION

E.1

E.2

E.3

E.4

NOTE: ALL FINISHES TO BE PC-1 UNLESS NOTED OTHERWISE

DESCRIPTION

PRECAST CONCRETE - STAIN ; COLOR LIGHT BEIGE

RE: SCHEDULE FOR FINISHES SPEC. SECTION

PRECAST CONCRETE - STAIN ; COLOR WHITE

RE: SCHEDULE FOR FINISHES SPEC. SECTION

EXTERIOR FINISH LEGEND

DESCRIPTIONCODE CODE

ALUMINUM CURTAIN WALL / STOREFRONT, RE: AS/312

MC

POURED IN PLACE CONCRETE RETAINING WALL: SMOOTH FORM FINISHCW

PC-1

PC-2

ALL GLAZING IS TYPE "G" UNLESS NOTED BELOW:

1. TEMPER ALL GLAZING WITHIN 60 INCHES OF FINISH FLOOR AND WITHIN 24 INCHES

HORIZONTALLY OF DOOR.

2. TEMPER ALL GLAZING THAT OCCURS ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS

WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN EXPOSED SURFACE

OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING

SURFACE.

3. TEMPER ALL GLAZING THAT OCCURS ADJACENT TO STAIRWAYS WITHIN 60 INCHES

HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN

THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF

THE TREAD.

4. TEMPER ALL GLAZING WITHIN DOORS.

5. TEMPER PANE IF THE AREA IS GREATER THAN 9 SF.

6. "S" SYMBOL INDICATES SPANDREL.

GLAZING GENERAL NOTES

PRECAST CONCRETE - STAIN ; COLOR BLUE

RE: SCHEDULE FOR FINISHES SPEC. SECTION

PC-3

METAL COPING, COLOR TO MATCH PC-1

PRECAST PANEL

RE: STRUCT.

AR

E

TO

C

EN

T E

RL

IN

E O F

R

EV

EA

L

DI

ME

NS

IO

NS

O

N

EL

EV

AT

IO

NS

AR

E

TO

C

EN

T E

RL

IN

E O F

R

EV

EA

L

DI

ME

NS

IO

NS

O

N

EL

EV

AT

IO

NS

3/4"

3/4"

5 1 /2"

1/4

1/4

3/4" PRECAST PANEL

RE: STRUCT.

2" 1/4

1/4

AR

E

TO

C

EN

T E

RL

IN

E O F

R

EV

EA

L

DI

ME

NS

IO

NS

O

N

EL

EV

AT

IO

NS

AR

E

TO

C

EN

T E

RL

IN

E O F

R

EV

EA

L

DI

ME

NS

IO

NS

O

N

EL

EV

AT

IO

NS

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

MEMPHIS, TN

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

FACILITY MANAGEMENT

DIVISION MANAGER

614-319

MEMPHIS VAMC

1030 JEFFERSON AVE, MEMPHIS, TN 38104

ARCHITECT/ENGINEERS:

MEP Engineer

APOGEE CONSULTING

GROUP

1151 Kildaire Farm Rd.

Suite 120 Cary, NC 27511

Tele: 919-858-7420

Functional Design

CARL WALKER INC.

3211 Internet Blvd., Suite 220 Frisco, TX 75034

Tele: 469-777-5143

905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

C :\U se rs

\k ha w ki ns \D oc um en ts

\1 5.

_M em ph is

VA

G ar ag e_ kh aw ki ns .rv t

BID SET

AS311

KHUJ

BUILDING ELEVATIONS

11/14/2016

15.1067CONSTRUCT PARKING GARAGE

ON WEST LOT

SCALE: 1/4" = 1'-0"AS311

1 NORTHEAST TOWER WEST

SCALE: 1/4" = 1'-0"AS311

2 NORTHEAST TOWER NORTH

SCALE: 1/4" = 1'-0"AS311

3 NORTHWEST TOWER WEST

SCALE: 1/4" = 1'-0"AS311

4 NORTHWEST TOWER NORTH

SCALE:AS311

5 NORTHEAST TOWER ISOMETRIC

SCALE:AS311

6 NORTHWEST TOWER ISOMETRIC

SCALE: 3" = 1'-0"AS311

7 TYPICAL PRECAST REVEAL DETAIL

SCALE: 3" = 1'-0"AS311

8 TYPICAL PRECAST REVEAL DETAIL

REINF. 8X8X16 CMU WALL

RE: STRUCT

HOLLOW METAL FRAME GROUT

SOLID

REINF. BOND BEAM

RE: STRUCT

HOLLOW METAL FRAME GROUT

SOLID

REMOVABLE GUIDES

TYP, NARROW NON-SLIP SILL AS

APPROVED EXTRUDED OR CAST

14 GA. FASCIA PLATE

GROUT SOLID

SILL CLIP

FINISHED FLOOR

6 PR. SILL BRACKETS OR 5

'Z' BARS

JAMB BRACKET

14 GA. FASCIA PLATE CONT.

TO SILL ABOVE

PRECAST CONC. WALL

RE: STRUCTURAL

STRUT ANGLE

20 GA. METAL HANGER

COVER AS REQ.

HANGER HOUSING

CONT. ANGLE SECURED TO

BENT PLATE

FIXTURE BOX & INDICATOR

CAULK

CLOSED ENDS

12 GA METAL FRAME

BENT PLATE HEADER

METAL SILL

SILL PLATE WELDED STRUT

ANGLE

CLIP ANGLES WELDED TO

JAMBS AT SILL

GROUT SOLID

METAL FRAME

CERAMIC TILE

STAINLESS STEEL

SCHLUTER STRIP

PRECAST CONC. WALL

3/4" CEMENTITIOUS BOARD

METAL STUD FRAMING

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

1'

- 0

1/ 2"

3'

- 1

0 1 /2"

1'

- 0

1/ 2"

4'

- 6

1/ 2"

1'

- 0

1/ 2"

3'

- 1

0 1 /2"

1'

- 0

1/ 2"

4'

- 6

1/ 2"

1'

- 0

1/ 2"

1'

- 3

1/ 2"5'

- 3 3/

4" 2'

- 4 1/

2" 2'

- 0 1/

4"

2 1 /2"

T

YP

ROOF

131' - 4"

AS312

AS312

AS312

AS3123

AS312

AS312

SSS

SSS

SSS

2' - 7" 6' - 0" 2' - 7"

12' - 0"

2 1/2" TYP.

AS312

1. ALL HOLLOW METAL DOORS AND FRAMES SHALL BE FACTORY PRIMED AND

RECEIVE PAINT FINISH ON SITE AND GROUTED SOLID.

2. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.

3. ALL HOLLOW METAL JAMBS TO BE PREPARED FOR MAGNETIC LOCKS. NO

CARD READERS.

1. PAINT ALL HOLLOW METAL DOORS AND FRAMES PT-3

2. REFER TO STOREFRONT ELEVATIONS FOR STOREFRONT DOORS

DOOR AND FRAME GENERAL NOTES

DOOR NOTES

ALL GLAZING IS TYPE "G" UNLESS NOTED BELOW:

1. TEMPER ALL GLAZING WITHIN 60 INCHES OF FINISH FLOOR AND WITHIN 24 INCHES

HORIZONTALLY OF DOOR.

2. TEMPER ALL GLAZING THAT OCCURS ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS

WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN EXPOSED SURFACE OF

THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING

SURFACE.

3. TEMPER ALL GLAZING THAT OCCURS ADJACENT TO STAIRWAYS WITHIN 60 INCHES

HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN

THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF

THE TREAD.

4. TEMPER ALL GLAZING WITHIN DOORS.

5. TEMPER PANE IF THE AREA IS GREATER THAN 9 SF.

6. "s" SYMBOL INDICATES SPANDREL GLASS. SPANDREL IS NOT CODE REQUIRED

GLAZING GENERAL NOTES

TYPE

"A"

AS SCHEDULED 2" TYP

4"

AS

S

CH

ED

UL

ED

TYPE

"A"

AS

S

CH

ED

UL

ED

AS SCHEDULED

4" 8"

AS

S

CH

ED

UL

ED

AS SCHEDULED

TYPE

"B"

FRAME TYPESDOOR TYPES

AS

S

CH

ED

UL

ED

AS SCHEDULED

TYPE "C"

2 1 /2"

1 3 /4"

ANODIZED ALUM.

CURTAIN WALL

SCHEDULED GLAZING

2 1 /2"

ANODIZED ALUM.

CURTAIN WALL

SCHEDULED GLAZING

SCHEDULED GLAZING

2 1 /2"

ANODIZED ALUM.

CURTAIN WALL

SCHEDULED GLAZING

SHIM

BACKER ROD

AND SEALANT

CONC. SLAB

RE : STRUCT

SILL FLASHING

7 1 /2"

2 1/2"

SCHEDULED GLAZING

ANODIZED ALUM.

CURTAIN WALL

BACKER ROD

AND SEALANT

PRECAST STRUCTURAL PANEL

REF : STRUCT

2 1/2"

SCHEDULED GLAZING

ANODIZED ALUM.

CURTAIN WALL

SCHEDULED DOOR

BACKER ROD

AND SEALANT

ANODIZED ALUM.

STOREFRONT

PRECAST STRUCTURAL

PANEL REF : STRUCT

7 1/2"

2 1 /2"

O.

D.

M.

L./

F .H

DL

O

USE FILLER 162 - 020

WHEN REQUIRED.

162-311 "F" ANCHOR

OR 162 - 312 "t" ANCHOR

AS312

AS312 3

AS312

AS312

2' - 5" 6' - 0" 2' - 9" 12' - 0"

8'

- 0

7"

6'

- 9

1/ 2"

2 1/2" TYP.

AS312

EXTERIOR INTERIOR

ACCESS COVER

SCHEDULED

GLAZING

7 3 /4"

8"

ANODIZED ALUM.

STOREFRONT

SCHEDULED GLAZING

1 3 /4"

2 1 /4"

PRECAST STRUCTURAL PANEL

REF : STRUCT

BACKER ROD

AND SEALANT

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

MEMPHIS, TN

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

FACILITY MANAGEMENT

DIVISION MANAGER

614-319

MEMPHIS VAMC

1030 JEFFERSON AVE, MEMPHIS, TN 38104

ARCHITECT/ENGINEERS:

MEP Engineer

APOGEE CONSULTING

GROUP

1151 Kildaire Farm Rd.

Suite 120 Cary, NC 27511

Tele: 919-858-7420

Functional Design

CARL WALKER INC.

3211 Internet Blvd., Suite 220 Frisco, TX 75034

Tele: 469-777-5143

905 N. CAPITOL AVE. SUITE 100 INDIANAPOLIS, IN. 46204

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

C :\U se rs

\k ha w ki ns \D oc um en ts

\1 5.

_M em ph is

VA

G ar ag e_ kh aw ki ns .rv t

BID SET

AS312

KHUJ

ENLARGED CURTAIN WALL ELEVATIONS

11/14/2016

15.1067CONSTRUCT PARKING GARAGE

ON WEST LOT

DOOR SCHEDULE

DOOR

ROOM DIMENSIONS DOOR FRAME DETAILS FIRE

RATING COMMENTSNUMBER NAME WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL

101 101 P36 4' - 0" 7' - 0" ELEV STEEL STAINLESS STEEL ELEV STEEL STAINLESS STEEL 14/AS312 16/AS312 12/AS312 102 102 P37 4' - 0" 7' - 0" ELEV STEEL STAINLESS STEEL ELEV STEEL…