guilford college road

N

NOT TO SCALE

73

PROJECT SITE

W MARKET ST.

FR

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JOB NO.:

DRAWN BY.:

PA/PM:

SHEET

THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK

CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT

CIENT LOGO

20

21

-11-1

5 9

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CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

TIT

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7409

SHEET INDEXTOTAL

SHEETS

26

GUILFORD COLLEGE ROAD100 GUILFORD COLLEGE ROAD

GREENSBORO,NORTH CAROLINA 27409

ARCHITECTURAL

A0.1 TITLE SHEET

A0.1a PROJECT DATA

A0.2 GENERAL NOTES

A0.3 ACCESSIBILITY DETAILS

A0.3a ACCESSIBILITY DETAILS

A0.5 OCCUPANCY AND EGRESS PLAN

A1.1 SITE PLAN (FOR REFERENCE ONLY)

A2.0 OVERALL FLOOR PLAN

A2.1 PARTIAL FLOOR PLAN




A3.1 ROOF PLAN

A4.1 EXTERIOR ELEVATIONS



A5.0 BUILDING SECTIONS

A6.1 ENLARGED ELEVATION, PLAN AND WALL SECTIONS

A6.2 WALL SECTIONS




A7.1 DOOR SCHEDULE

A8.1 DETAILS

A8.2 DETAILS

A8.3 DETAILS

ARCHITECTURAL SHEET COUNT: 26

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

S002 GENERAL STRUCTURAL NOTES

S100 OVERALL FOUNDATION PLAN

S101 FOUNDATION PLAN - AREA A

S102 FOUNDATION PLAN - AREA B

S103 FOUNDATION PLAN - AREA C

S104 OVERALL SLAB PLAN

S200 OVERALL ROOF FRAMING PLAN

S201 ROOF FRAMING PLAN - AREA A

S202 ROOF FRAMING PLAN - AREA B

S203 ROOF FRAMING PLAN - AREA C

S301 STRUCTURAL ELEVATIONS

S401 FOUNDATION DETAILS

S402 FOUNDATION SECTIONS

S501 STRUCTURAL DETAILS

S502 STRUCTURAL SECTIONS

STRUCTURAL SHEET COUNT: 16

MECHANICAL

M000 MECHANICAL TITLE SHEET

M0.1 SHEET INDEX AND NOTES

M001 MECHANICAL GENERAL NOTES

M101 MECHANICAL OVERALL FLOOR PLAN

M201 MECHANICAL LEVEL 1 FLOOR PLAN - AREA A

M202 MECHANICAL LEVEL 1 FLOOR PLAN - AREA B

M203 MECHANICAL LEVEL 1 FLOOR PLAN - AREA C

M204 MECHANICAL LEVEL 1 FLOOR PLAN - AREA D

M205 MECHANICAL LEVEL 1 FLOOR PLAN - AREA E

M206 MECHANICAL LEVEL 1 FLOOR PLAN - AREA F

M207 MECHANICAL LEVEL 1 FLOOR PLAN - AREA G

M208 MECHANICAL LEVEL 1 FLOOR PLAN - AREA H

M301 MECHANICAL DETAILS

M302 MECHANICAL DETAILS

MECHANICAL SHEET COUNT: 14

PLUMBING

P0.1 SHEET INDEX AND NOTES

P001 PLUMBING SPECIFICATIONS & SCHEDULES

P101 PLUMBING OVERALL FLOOR PLAN


P202 FIRE PROTECTION CRITERIA







PLUMBING SHEET COUNT: 11

ELECTRICAL

E000 ELECTRICAL SPECIFICATIONS

E0.1 SHEET INDEX AND NOTES

E001 ELECTRICAL NOTES & LEGENDS

E101 ELECTRICAL OVERALL FLOOR PLAN

E201 ELECTRICAL LEVEL 1 FLOOR PLAN - AREA A

E202 ELECTRICAL LEVEL 1 FLOOR PLAN - AREA B

E203 ELECTRICAL LEVEL 1 FLOOR PLAN - AREA C

E204 ELECTRICAL LEVEL 1 FLOOR PLAN - AREA D

E205 ELECTRICAL LEVEL 1 FLOOR PLAN - AREA E

E206 ELECTRICAL LEVEL 1 FLOOR PLAN - AREA F

E207 ELECTRICAL LEVEL 1 FLOOR PLAN - AREA G

E208 ELECTRICAL LEVEL 1 FLOOR PLAN - AREA H

E301 ELECTRICAL RISER DIAGRAM

E302 ELECTRICAL SCHEDULES


ELECTRICAL SHEET COUNT: 15

OWNER

GENERAL CONTRACTOR

ARCHITECT

OWNER'S CONSULTANTS ARCHITECT'S CONSULTANTSVICINITY MAP

DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEERS OF RECORD WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. SUBMITTAL MATERIALS SHALL INCLUDE PLANS, DETAILS AND CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER.CONTRACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED PRIOR TO OBTAINING THE BUILDING OFFICIAL'S APPROVAL OF THE SUBMITTAL.

1. AUTOMATIC FIRE SPRINKLER SYSTEM.2. FIRE ALARM SYSTEM.3. STEEL JOISTS, TRUSSES AND GIRDERS CONFORMING TO SJI STANDARDS SPECIFICATIONS.4. STEEL STAIRS, HANDRAILS AND GUARDS.5. HIGH PILED STORAGE RACKING.6. EXTERIOR BUILDING SIGNAGE.7. ANCHORAGE DESIGN FOR ALL ELECTRICAL EQUIPMENT REQUIRED.8. STOREFRONT AND CURTAIN WALL GLAZING SYSTEMS.9. ROOF HATCH, RAILING AND GATE.10. ROOF ACCESS LADDER/PLATFORM DESIGN AND SUPPORT.11. LADDER SAFETY SYSTEM DESIGN AND SUPPORT.

DEFERRED SUBMITTALS

PH: (202) 908-6950

1301 K STREET NW

WASHINGTON, D.C. 20005

MATT MARTIN

[email protected]

JOHNSON DEVELOPMENT ASSOCIATES, INC - VAPH: (864) 585-2000

1655 N. FORT MYER DR. SUITE 850

ARLINGTON, VA 22209

PH: (410) 365-5853

[email protected]

PROVIDENCE ENGINEERING CORP

STRUCTURAL ENGINEERBARTON E. FOREMAN, P.E.

10 EISENHOWER BLVD.

LANCASTER, PA 17603

PH: (717) 509-7000 X 107

EMAIL : [email protected]

TBD

GEOTECHNICAL ENGINEER

T.B.D.

JORDAN & SKALA ENGINEERS

MECHANICAL ENGINEERCHRIS MCDANIEL

12020 SUNRISE VALLEY DR., Ste 100

RESTON, VA 20191

PH: (703) 483.3730X 12110

[email protected]


PLUMBING ENGINEERCHRIS MCDANIEL


RESTON, VA 20191

PH: (703) 483.3730X 12110

[email protected]


ELECTRICAL ENGINEERCHRIS MCDANIEL


RESTON, VA 20191

PH: (703) 483.3730X 12110

[email protected]

TBD

LANDSCAPE ARCHITECT DA

TE

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MA

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2021-1

1-1

595 %

CD

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KILEY-HORN AND ASSOCIATES, INC.

CIVIL ENGINEERAARON KAATZ

421 FAYETTEVILLE ST., SUITE 600

RALEIGH, NC 27601

PH: 919.678.4195

[email protected]

FIRE EXTINGUISHER CABINET W/ FIRE EXTINGUISHER

WALL-MOUNTED FIRE EXTINGUISHER

FE

FEC

C

1

PL

1

P

1

X

ALIGN

ROOM NAME

DOOR NUMBER

ROOM NUMBER

DETAIL REFERENCE

SHEET NUMBER

SHEET NUMBER

DETAIL SECTION REFERENCE

0000

OFFICE

X

XX

X

XX

101

SHEET NUMBER

SECTION REFERENCE

KEYNOTE INDICATOR

X

XX

XXX

REVISION CLOUD & DELTA NUMBER

XXX FINISH INDICATOR

SHEET NUMBER

INTERIOR ELEVATION REFERENCE

SHEET NUMBER

EXT. ELEVATION REFERENCE

FLOOR MATERIAL TYPE

FLOOR NOTE

WALL MATERIAL TYPE

WALL NOTE

MISC. MATERIAL TYPE

TYPE NUMBER

WALL TAGX

XX

A

B

C

D

X

XX

13

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JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

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WDC21-0012-00

PR

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7409

ABBREVIATIONS

SYMBOLS

PROJECT DATA

NORTH

EAST

SOUTH

WEST

> 30 UNLIMITED UNPROTECTED OPENINGS ARE PERMITTED

FL

OO

R 1

EXTERIOR WALLS

(Ap/a

p)+

(Au/a

u)

ALL

WB

L.

AR

EA

O

F U

NP

RT

CT

'D

OP

EN

ING

S (

au

)

AC

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AL A

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OF

UN

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T'D

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GS

(A

u)

ALLW

BL. A

RE

A

OF

PR

OT

EC

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D

OP

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ING

S (

ap)

AC

TU

AL

AR

EA

OF

P

RO

TE

CT

ED

O

PE

NIN

GS

(A

p)

EX

TE

RIO

R W

AL

L

AR

EA

(S

F)

ALL

OW

AB

LE

A

RE

A (

%)

FIR

E

SE

PA

RA

TIO

N

DIS

TA

NC

E (

FT

)

OCCUPANCY SECTION USE PROPOSED AREA (SF)

SEE ALLOWABLE AREA BELOWS-1 / STORAGE (311) WAREHOUSE

UNLIMITED AREA ALLOWED PER

W/ AUTOMATIC SPRINKLER AND OPEN YARDS GREATER THAN 60 FEET ON ALL SIDES

ALLOWABLE BUILDING AREA:

507.4

TYPE OF CONSTRUCTION (602) TYPE: II-B

STRUCTURAL FRAME 0 HR.

EXTERIOR BEARING WALLS 0 HR.

BUILDING ELEMENTS (TABLE 601)

INTERIOR BEARING WALLS 0 HR.

EXTERIOR NON-BEARING WALLS SEE BELOW

INTERIOR NON-BEARING WALLS 0 HR.

FLOORS 0 HR.

ROOF 0 HR.

EXTERIOR WALLS BASED ON FIRE SEPARATION (TABLE 602)

NORTH EXTERIOR WALL ( X < 5' ) 0 HR.

EAST EXTERIOR WALL ( 10' > X > 5' ) 0 HR.

SOUTH EXTERIOR WALL ( 30' > X > 10' ) 0 HR.

WEST EXTERIOR WALL ( X > 30' ) 0 HR.

CHAPTER 6 - TYPES OF CONSTRUCTION

PROPOSED TOTAL BUILDING AREA 340,750 S.F.

CHAPTER 10 - MEANS OF EGRESS (SEE OCCUPANCY AND EGRESS PLANS)

CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS

CHAPTER 3 - USE & OCCUPANCY CLASSIFICATION

CHAPTER 9 - FIRE PROTECTION SYSTEMS

(903.3.1.1) AUTOMATIC SPRINKLER SYSTEM WILL BE PROVIDED AND INSTALLED WITH ACCORDANCE WITH NFPA 13.

(903.4) AUTOMATIC SPRINKLER SYSTEM MONITORING AND ALARMS WILL BE PROVIDED.

E.S.F.R. (EARLY SUPPRESSION FAST-RESPONSE) AUTOMATIC FIRE PREVENTION SPRINKLER SYSTEM PROVIDED THROUGHOUT. SPRINKLER DESIGN AND CALCULATIONS TO BE SUBMITTED UNDER SEPARATE PERMIT.

(910.2) EXCEPTION 2: SMOKE AND HEAT VENTS NOT REQUIRED WHERE E.S.F.R. SPRINKLER SYSTEM IS PROVIDED

CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES

ALLOWABLE AREA OF OPENINGS (TABLE 705.8) (FULLY SPRINKLERED THROUGHOUT)

R. RISER

R.B. RUBBER / RESILIENT BASE

R.C.P. REFLECTED CEILING PLAN

R.D. ROOF DRAIN

R.O. ROUGH OPENING

R.O.W. RIGHT OF WAY

R.T.U. ROOF TOP UNIT

R.W.L. RAIN WATER LEADER

RAD. RADIUS

REF. REFERENCE

REFR. REFRIGERATOR

REINF. REINFORCE(D)

REQ. REQUIRED

RESIL. RESILIENT

RGTR. REGISTER

RM. ROOM

RWD. REDWOOD

S. SOUTH

S.A.F. SELF-ADHERED FLASHING

S.C. SOLID CORE

S.C.D. SEAT COVER DISPENSER

S.D. SOAP DISPENSER

S.F. SQUARE FOOT

S.I. SQUARE INCH

S.N.D. SANITARY NAPKINDISPENSER

S.N.R. SANITARY NAPKINRECEPTACLE

S.S. STAINLESS STEEL

S.SK. SERVICE SINK

S.T.C. SOUND TRANSMISSIONCOEFFICIENT

SCHED. SCHEDULE

SCWD. SOLID CORE WOOD

SECT. SECTION

SH. SHELF

SHR. SHOWER

SHT. SHEET

SIM. SIMILAR

SPEC. SPECIFIED orSPECIFICATION

SQ. SQUARE

STA. STATION

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRL. STRUCTURE orSTRUCTURAL

SUPP. SUPPLEMENT orSUPPLEMENTARY

SUSP. SUSPENDED

SYMM. SYMMETRICAL

T&G TONGUE AND GROOVE

T. TREAD

T.B. TOWEL BAR

T.C. TOP OF CURB

T.D. TRENCH DRAIN

T.O.C. TOP OF CONCRETE

T.O.M. TOP OF MULLION

T.O.P. TOP OF PARAPET

T.O.R. TOP OF REVEAL

T.O.REC. TOP OF DEEP RECESS

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

T.P. TOP OF PAVEMENT

T.P.D. TOILET PAPER DISPENSER

T.V. TELEVISION

TEL. TELEPHONE

TER. TERRAZZO

THK. THICK

TOL. TOLERANCE

TYP. TYPICAL

U.C. UNDERCUT

U.H. UNIT HEATER

U.L. UNDERWRITERS'LABORATORIES

U.O.N. UNLESS OTHERWISE NOTED

UNF. UNFINISHED

UR. URINAL

V.C.T. VINYL COMPOSITE TILE

V.I.F. VERIFY IN FIELD

V.P. VISION PANEL

V.R. VAPOR RETARDER

VAC. VACUUM

VERT. VERTICAL

VEST. VESTIBULE

VIT. VITREOUS

W. WEST

W.C. WATER CLOSET

W.I. WROUGHT IRON

W.P. WORKING POINT

W.S. WEATHER STOP orSTRIPPING

W.W.F. WELDED WIRE FABRIC

W/ WITH

W/O WITHOUT

WD. WOOD

WPM WATERPROOFINGMEMBRANE

WRB WEATHER / WATERRESISTIVE BARRIER

WSCT. WAINSCOT

WT. WEIGHT

G.B. GRAB BAR

G.C. GENERAL CONTRACTOR

G.F.I. GROUND FAULT INTERRUPT

GA. GAUGE

GALV. GALVANIZED

GL. GLASS

GND. GROUND

GR. GRADE

GYP. GYPSUM

H.B. HOSE BIBB

H.C. HOLLOW CORE

H.M. HOLLOW METAL

H.P. HIGH POINT

H.V. HIGH VOLTAGE

HDWD. HARDWOOD

HDWE. HARDWARE

HORIZ. HORIZONTAL

HR. HOUR

HT. HEIGHT

I.D. INSIDE DIMENSION

I.H.P. INTERMEDIATE HIGH POINT

INSUL. INSULATION or INSULATED

INT. INTERIOR

J.B. JUNCTION BOX

JAN. JANITOR

JST. JOIST

JT. JOINT

K.O. KNOCK-OUT

K.P. KICK PLATE

K.W.H. KILOWATT HOUR

KIT. KITCHEN

L.P. LOW POINT

L.S. LIMESTONE

L.V. LOW VOLTAGE

L.W.C. LIGHT WEIGHT CONCRETE

LAB. LABORATORY

LAM. LAMINATE(D)

LAV. LAVATORY

LIN. LINEAR

LIQ. LIQUID

LKR. LOCKER

LT. LIGHT

LTL. LINTEL

LVR. LOUVER

M.B. MOP BASIN

M.C. MEDICINE CABINET

M.O. MASONRY OPENING

MAINT. MAINTENANCE

MAN. MANUAL

MAS. MASONRY

MAX. MAXIMUM

MECH. MECHANICAL

MEMB. MEMBRANE

MET. METAL

MEZZ. MEZZANINE

MFR. MANUFACTURER

MH. MANHOLE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

MTD. MOUNTED

MUL. MULLION

N. NORTH

N.I.C. NOT IN CONTRACT

N.R.C. NOISE REDUCTIONCOEFFICIENT

N.T.S. NOT TO SCALE

NO. NUMBER

NOM. NOMINAL

O.A. OVERALL

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F. OUTSIDE FACE

O.H. OVERHEAD or OPPOSITEHAND

OBS. OBSCURE

OFF. OFFICE

OPNG. OPENING

OPP. OPPOSITE

P.C. PRECAST

P.J. PANEL JOINT

P.LAM. PLASTIC LAMINATE

P.S.F. POUNDS PER SQUAREFOOT

P.T.D. PAPER TOWEL DISPENSER

P.T.R. PAPER TOWERRECEPTACLE

PL. PLATE

PLAS. PLASTER

PLYWD. PLYWOOD

POL. POLISH(ED)

PR. PAIR

PT. POINT

Q.T. QUARRY TILE

QUAL. QUALITY

QUAN. QUANTITY

ANGLE

CENTERLINE

# POUND or NUMBER

& AND

(E) EXISTING

@ AT

~ DIAMETER or ROUND

Ø DIAMETER

A.D. AREA DRAIN

ACOUS. ACOUSTICAL

ADJ. ADJUST, ADJUSTABLE orADJACENT

AGGR. AGGREGATE

AL. ALUMINUM

APPROX. APPROXIMATE(LY)

ARCH. ARCHITECTURAL

ASB. ASBESTOS

ASPH. ASPHALT

B.O.C. BOTTOM OF CONCRETE

B.O.M. BOTTOM OF MULLION

B.O.P. BOTTOM OF PANEL

B.O.R. BOTTOM OF REVEAL

BD. BOARD

BITUM. BITUMINOUS

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BM. BEAM

BOT. BOTTOM

C.B. CATCH BASIN

C.G. CORNER GUARD

C.I. CAST IRON

C.O. CASED OPENING

C.O.M. CENTER OF MULLION

C.O.R. CENTER OF REVEAL

CAB. CABINET

CEM. CEMENT(ITIOUS)

CER. CERAMIC

CLG. CEILING

CLKG. CAULKING

CLO. CLOSET

CLR. CLEAR

CNTR. COUNTER

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONSTR. CONSTRUCTION

CONT. CONTINUOUS

CORR. CORRIDOR

CTR. CENTER

CTSK. COUNTER-SUNK

D.F. DRINKING FOUNTAIN

D.O. DOOR OPENING

D.S. DOWNSPOUT

D.S.P. DRY STANDPIPE

DBL. DOUBLE

DEPT. DEPARTMENT

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DN. DOWN

DR. DOOR

DWG. DRAWING

DWR. DRAWER

E. EAST

E.J. EXPANSION JOINT

E.P. ELECTRIC PANELBOARD

E.W.C. ELECTRIC WATER COOLER

EA. EACH

EL. ELEVATION

ELEC. ELECTRIC(AL)

ELEV. ELEVATOR

EMER. EMERGENCY

ENCL. ENCLOSED or ENCLOSURE

EQ. EQUAL

EQPT. EQUIPMENT

EXP. EXPANSION

EXPO. EXPOSED

EXST. EXISTING

EXT. EXTERIOR

F.A. FIRE ALARM

F.A.R. FLOOR AREA RATIO

F.B. FLAT BAR

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHERCABINET

F.H.C. FIRE HOSE CABINET

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.M. FACE OF MULLION

F.O.SH. FACE OF SHEATHING

F.P. FIREPROOF

F.S. FULL SIZE

FDN. FOUNDATION

FIN. FINISH(ED)

FL. FLOOR

FLASH. FLASHING

FLUOR. FLUORESCENT

FT. FOOT or FEET

FTG. FOOTING

FURR. FURRING

FUT. FUTURE

APPLICABLE CODES

CITY OF: GREENSBORO, NORTH CAROLINABUILDING: 2015 INTERNATIONAL BUILDING CODEMECHANICAL: 2015 INTERNATIONAL MECHANICAL CODE W/ LOCAL AMENDMENTSELECTRICAL: 2017 NEC W/ LOCAL AMENDMENTSPLUMBING: 2015 INTERNATIONAL PLUMBING CODE W/ LOCAL AMENDMENTSFIRE / LIFE SAFETY: 2017 INTERNATIONAL FIRE CODEENERGY: 2015 INTERNATIONAL ENERGY CONSERVATION CODEACCESSIBILITY: NORTH CAROLINA ACCESSIBILITY CODE

PROJECT DESCRIPTION

THE SCOPE OF THIS PROJECT IS ....

MOST RESTRICTIVE OCCUPANCY GROUP

(TA

BLE

503)

TA

BU

LA

R B

UIL

DIN

GA

LLO

WA

BLE

HE

IGH

T

(504.2

)S

PR

INK

LE

R IN

CR

EA

SE

ALLO

WE

D B

UIL

DIN

G

HE

IGH

T

PR

OP

OS

ED

BU

ILD

ING

H

EIG

HT

ALLOWABLE BUILDING HEIGHT:

BUILDING HEIGHT

NUMBER OF STORIES

44'

1 STORY2 STORY

55'

3 STORY

75'

1 STORY

+20'

DA

TE

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MA

RK

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2021-1

1-1

595 %

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13

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95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

GE

NE

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L N

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A0.2

GU

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OR

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100 G

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LIN

A 2

7409

G.C. INSTRUCTIONS

1. AT THE START OF JOB PROVIDE A SCHEDULE OF ALL ANTICIPATED SUBMITTALS AND DATES. FLAG SUBMITTALS WHICH ARE OR COULD BE CRITICAL PATH. FLAG SUBMITTALS THAT WILL BE REQUESTED TO BE EXPEDITED FASTER THAN THE STANDARD 7-10 DAYS.

2. A SUBMITTAL LOG IS TO BE MAINTAINED BY THE GENERAL CONTRACTOR AND A CURRENT COPY IS TO BE INCLUDED WITH EACH SUBMISSION.

3. ALL SUBMITTALS MUST BE REVIEWED AND APPROVED WITH A STAMP AND SIGNATURE BY THE GENERAL CONTRACTOR PRIOR TO SUBMISSION. THE REVIEW WILL INCLUDE BUT NOT BE LIMITED TO:

3.1. CONFIRMING THAT THE SUBMITTAL MEETS THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

3.2. COORDINATION HAS TAKEN PLACE WITH ALL INTERCONNECTING TRADES 3.3. THE SUBMITTAL IS COMPLETE AND COMPREHENSIVE 3.4. REQUESTS ON SUBMITTALS FOR DIMENSIONS WHICH CAN BE DISCERNABLE THROUGH

MATHEMATICAL MEANS FROM INFORMATION ALREADY PROVIDED ON THE CONTRACT DOCUMENTS WILL NOT BE PROVIDED.

3.5. SUBMITTALS SHALL BE IN ELECTRONIC FORMAT UNLESS PHYSICAL SAMPLES ARE REQUESTED.

4. SUBMITTALS NOT REQUESTED BY THE CONTRACT DOCUMENTS MAY OR MAY NOT BE REVIEWED AT THE DESIGN TEAM'S DISCRETION.

5. SUBMITTALS ARE TO BE ROUTED THROUGH THE ARCHITECT AND ARE NOT TO BE SENT DIRECTLY TO ARCHITECT'S CONSULTANTS UNLESS SPECIFICALLY AUTHORIZED BY THE ARCHITECT.

6. MINOR CHANGES IN THE WORK MAY OCCUR AS A RESULT OF THE DESIGN TEAM'S REVIEW. IF A CHANGE RESULTS IN MODIFICATIONS TO THE CONTRACT PRICE OR SCHEDULE, THE CONTRACTOR WILL ISSUE A CHANGE ORDER REQUEST FOR REVIEW AND APPROVAL BY THE OWNER AND ARCHITECT PRIOR TO PROCEEDING.

SUBMITTALS

1. THE GENERAL CONTRACTOR IS TO REVIEW ALL PROSPECTIVE RFI's AND MAKE EVERY EFFORT TO ANSWER THEM BEFORE SUBMITTING TO THE DESIGN TEAM.

2. MINOR CHANGES IN THE WORK MAY OCCUR AS A RESULT OF THE DESIGN TEAM'S REVIEW. IF A CHANGE RESULTS IN MODIFICATIONS TO THE CONTRACT PRICE OR SCHEDULE, THE CONTRACTOR WILL ISSUE A CHANGE ORDER REQUEST FOR REVIEW AND APPROVAL BY THE OWNER AND ARCHITECT PRIOR TO PROCEEDING.

3. AN RFI LOG IS TO BE MAINTAINED BY THE GENERAL CONTRACTOR AND A CURRENT COPY IS TO BE INCLUDED WITH EACH RFI SUBMISSION ALONG WITH ANY CRITICAL RESPONSE DUE DATES.

4. RFI's REGARDING METHODS AND MEANS OF CONSTRUCTION WILL NOT BE REVIEWED AND WILL BE REMOVED FROM THE RFI LOG.

REQUESTS FOR INFORMATION (RFI's)

1. A COMPLETE SCHEDULE OF VALUES OF THE BASE CONTRACT IS TO BE PROVIDED TO THE OWNER AND ARCHITECT PRIOR TO THE START OF ANY WORK.

2. ALL CHANGE ORDER REQUESTS ARE TO BE REVIEWED AND APPROVED BY THE OWNER AND ARCHITECT PRIOR TO SUBMISSION OF A CHANGE ORDER.

3. CHANGE ORDER REQUESTS ARE TO INCLUDE A COMPLETE BREAKDOWN BY TRADE ALONG WITH TRADE BACK-UP AND UNIT PRICING WHERE APPLICABLE.

4. A CHANGE ORDER REQUEST AND CHANGE ORDER LOG IS TO BE MAINTAINED BY THE GENERAL CONTRACTOR AND SUBMITTED ALONG WITH EACH CHANGE ORDER REQUEST.

CHANGE ORDERS

PRE-CONSTRUCTION NOTES

1. PRIOR TO START OF CONSTRUCTION, A PRE-CONSTRUCTION MEETING IS TO BEHELD INCLUDING A RESPONSIBLE REPRESENTATIVE OF THE ARCHITECT, THEOWNER AND THE GENERAL CONTRACTOR. THE DISCUSSION WILL BE IN REGARDSTO THE ARCHITECT-OWNER-CONTRACTOR (AOC) CORRESPONDENCE PROCESSESAND PROCEDURES. AT A MINIMUM, THE FOLLOWING IS TO BE DISCUSSED:

2. AOC REGULARLY SCHEDULED MEETINGS

2.1. WHEN2.2. WHERE2.3. HOW OFTEN2.4. IN PERSON VERSUS CONFERENCE CALLS2.5. APPROXIMATE ALLOTTED TIME PER MEETING

3. CONSTRUCTION MEETING MINUTES

3.1. FORMAT FOR THE MINUTES3.2. CONTRACTOR TO AUTHOR THE MINUTES

4. FORMAL CHANGES IN THE WORK

4.1. ADDENDA AND BULLETINS ISSUED BY THE ARCHITECT4.2. CHANGE ORDER REQUESTS ISSUED BY THE CONTRACTOR4.3. CHANGE ORDERS ISSUED BY THE CONTRACTOR4.4. TRACKING MECHANISMS

5. REQUESTS FOR INFORMATION PROCESS

5.1. TRACKING MECHANISM5.2. DEFINE Cc: RECIPIENT LIST5.3. STANDARD RESPONSE TIMES (2-5 WORKING DAYS IS STANDARD)

6. SUBMITTAL PROCESS

6.1. TRACKING MECHANISM6.2. ISSUANCE SCHEDULE BY THE CONTRACTOR6.3. DEFINE Cc RECIPIENT LIST6.4. STAMPED REVIEWED AND APPROVED BY CONTRACTOR PRIOR TO

SUBMISSION6.5. NON-REQUESTED SUBMITTALS MAY NOT BE REVIEWED6.6. STANDARD RESPONSE TIMES (7-10 WORKING DAYS IS STANDARD)

7. SUBSTITUTIONS

7.1. REQUEST FORMS WITH REASONS AND BENEFIT FOR SUBSTITUTION

8. PAYMENT APPLICATIONS

8.1. PROCESS8.2. SUBMITTAL DATE8.3. ANTICIPATED TURN-AROUND

9. PUNCH LISTS

9.1. ONLY ONE PUNCH WALK TO BE PROVIDED BY DESIGN TEAM9.2. CONTRACTOR TO PUNCH AND MAKE CORRECTIONS OR CREATE A MINIMAL LIST

OF CORRECTIONS PRIOR TO DESIGN TEAM PUNCH.9.3. A FINAL WALK WILL OCCUR ONLY IF THE ARCHITECT IS CONTRACTED TO DO SO.

1. A COMPLETE CONSTRUCTION SCHEDULE OF ALL PORTIONS OF THE WORK TO BE PROVIDED TO THE OWNER AND ARCHITECT PRIOR TO START OF ANY WORK.

2. THE SCHEDULE SHALL NOT EXCEED TIME LIMITS CURRENT UNDER THE CONTRACT DOCUMENTS.

3. THE SCHEDULE SHALL BE REVISED AT APPROPRIATE INTERVALS AS REQUIRED BY THE CONDITIONS OF THE WORK AND PROJECT AND THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT IF FOR ANY REASON THE SCHEDULE IS EXTENDED.

4. A THREE WEEK LOOK-AHEAD SHALL BE REVIEWED REGULARLY AT EACH AOC MEETING WHICH WILL BE IN-LINE WITH THE OVERALL CONSTRUCTION SCHEDULE.

PROJECT SCHEDULE

GENERAL PROJECT NOTES

1. ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL, INDUSTRY AND PROJECT-SPECIFIC REQUIREMENTS AND STANDARDS INCLUDING WITHOUT LIMITATION OF THE FOLLOWING:

A. ALL APPLICABLE BUILDING CODESB. ALL APPLICABLE SPECIALTY CODES INCLUDING THE MOST CURRENT ISSUES AND

SUPPLEMENTSC. THE PROJECT MANUAL AND ASSOCIATED SPECIFICATIONS WHEN PROVIDEDD. THE MANUFACTURER'S REQUIREMENTS OR RECOMMENDATIONSE. ALL APPLICABLE LANDLORD BUILDING STANDARDS

2. IN USING THESE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, ALL CONTRACTORS ARE REQUIRED TO REVIEW AND TREAT THEM AS A WHOLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT THEIR PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICABLE TO OTHER TRADES OR IN DOCUMENTS PROVIDED BY OTHER MEMBERS OF THE PROJECT DESIGN TEAM. UNLESS EXPRESSLY PROVIDED OTHERWISE, THE INTENT IS TO INCLUDE ALL LABOR, MATERIALS, PRODUCTS AND SERVICES NECESSARY OR APPROPRIATE FOR THE COMPLETED PROJECT AS CALLED FOR OR REASONABLY IMPLIED FROM THE PLANS AND SPECIFICATIONS PROVIDED BY THE PROJECT'S DESIGN TEAM. IN CASE OF CONFLICTS OR OMISSIONS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER OBTAIN DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR OTHERWISE TO APPLY THE MORE STRINGENT OR COSTLY STANDARD.

3. IN INTERPRETING THESE PLANS, THE FOLLOWING GENERAL RULES APPLY:

A. WRITTEN DIMENSIONS SHALL GOVERN. DO NOT SCALE THE DRAWINGS. LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS

B. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS

C. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN THE SAME BUILDING.

D. WORK SHOWN AS "NIC" IS FOR REFERENCE ONLY AND THE RESPONSIBILITY OF THE CONTRACTOR ONLY TO THE EXTENT THAT THIS WORK MAY REQUIRE SOME REASONABLE PROTECTION OR COORDINATION EFFORTS.

4. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO REPRESENT ONLY THE FINISHED CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION AND DEMOLITION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES INCLUDING ANY AND ALL SAFETY PRECAUTIONS AND PROGRAMS, AND SHALL INDEMNIFY TO THE FULLEST EXTENT ALLOWED BY LAW THE OWNER AND THE PROJECT DESIGN TEAM FROM AND AGAINST ANY AND ALL RELATED CLAIMS AND LIABILITY.

5. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY-STANDARD LEVEL OF QUALITY AND DETAIL, AND THEY ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR INFORMATION (RFIs). ERRORS AND OMISSIONS ARE TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS ARE REQUIRED TO CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF AN APPROPRIATE OWNER REPRESENTATIVE IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY CONSEQUENCES.

6. DIMENSIONS SCALED FROM DRAWINGS SHALL BE CONSIDERED APPROXIMATE. CONTRACTORS THAT FAIL TO FIELD MEASURE AND VERIFY DISTANCES, CLEARANCE AND FIT ARE PROCEEDING AT THEIR OWN RISK.

7. EXCEPT WHERE DIMENSIONED, PLANS ARE TO BE CONSIDERED DIAGRAMMATIC IN NATURE AND INTENDED ONLY TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO DEPICT SPECIFIC LOCATIONS.

8. DESIGN/BUILD CONTRACTOR SUBMITTALS WILL BE REVIEWED BY THE PROJECT DESIGN TEAM, IF AT ALL, ONLY FOR CONFORMANCE WITH THE AESTHETIC ASPECTS AND MAJOR SPACE LIMITATIONS OF THE PROJECT; AND EACH DESIGN/BUILD CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING:

A. PREPARING ALL THE ENGINEERING AND OTHER DRAWINGS AND SPECIFICATIONS FOR THE COMPONENTS OF ITS DESIGN/BUILD UNDERTAKING.

B. COMPLYING WITH THE PROJECT'S REQUIREMENTS AND SPACE LIMITATIONS.C. COORDINATION AND INTERFACING WITH OTHER TRADES AND CONSULTANTS.D. OBTAINING ANY REQUIRED OR APPROPRIATE APPROVALS FROM AUTHORITIES HAVING

JURISDICTION OVER THE PROJECT.E. HAVING THEIR DESIGN CONSULTANTS SERVE AS THE PROFESSIONAL OF RECORD FOR

THE PORTIONS OF WORK WHICH THEY DESIGN.

9. AS MAY BE REQUIRED BY THE AUTHORITIES HAVING JURISDICTION, AT THE CONCLUSION OF CONSTRUCTION EACH PRIME CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION THAT THEIR PORTION OF THE WORK HAS BEEN PERFORMED IN COMPLIANCE WITH THE BUILDING PERMIT APPROVED PLANS AND SPECIFICATIONS.

10. VERSIONS OF THESE PLANS PROVIDED IN ANY ELECTRONIC FORM ARE SUBJECT TO THE SAME PROVISION AS THE OTHER INSTRUMENTS OF SERVICE PREPARED BY OR ON BEHALF OF THE PROJECT DESIGN TEAM, INCLUDING WITHOUT LIMITATION THEIR COMMON LAW, STATUTORY OR OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. A RECIPIENT IS GRANTED AT MOST A TRANSFERABLE NONEXCLUSIVE LICENSE TO REUSE THE PLANS SOLELY FOR PROJECT PURPOSES; AND NO RECIPIENT IS AUTHORIZED TO USE OR TO ALLOW THE USE OF ALL OR ANY PORTION OF THESE PLANS FOR ANY OTHER PURPOSE, AND ANY OTHER USE FOR ANY OTHER PURPOSE COULD CONSTITUTE ACTIONABLE PLAGIARISM. ANY ELECTRONIC DOCUMENTS WILL BE PROVIDED IN THE RESPONSIBLE DESIGN PROFESSIONAL'S STANDARD FORMATS AND CONVENTIONS AND WITH NO GUARANTEE OF THE ABSENCE OF VIRUSES OR OTHER HARMFUL MATERIAL, OR OF COMPATIBILITY WITH ANY RECIPIENT'S SOFTWARE OR HARDWARE SO THAT ANY USE WITH OR CONVERSION TO THE OTHER FORMS OR CONVENTIONS, OR THE USE WITH ANY PARTICULAR SOFTWARE OR HARDWARE, IS AT THE RECIPIENT'S SOLE RISK.

1. WHERE EXISTING TENANTS/BUSINESSES ARE ADJACENT TO THE JOB SITE/TENANT, THE CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE - EXTREMELY NOISY CONSTRUCTION SHALL OCCUR AT NON-TYPICAL BUSINESS HOURS. CONTRACTOR SHOULD NOTIFY BUILDING REPRESENTATIVE OF SPECIAL CIRCUMSTANCES IN ADVANCE PRIOR TO WORK.

2. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF HEALTH.

3. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE SITE. THE CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE OF THE LOCATION OF DISPOSAL SITES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB AFTER ITS COMPLETION. WHERE APPLICABLE, CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR OF THE BUILDING, THE PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, LOBBIES, AND CORRIDOR CARPETS.

5. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED PER STATE AND LOCAL CODES.

6. IF TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH ARE REQUIRED, OBTAIN ISSUANCE OF A BUILDING OR GRADING PERMIT.

7. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING WHICH DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND STATE & COUNTY REQUIREMENTS.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING AIR DISTRIBUTION SYSTEMS.

9. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED.

1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS SHALL BE TO FACE OF CURB, FACE OF CONCRETE OR MASONRY, FACE OF FINISH OR CENTERLINE OF GRIDS.

2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB, U.O.N.

3. THE TERM "ALIGN", AS USED IN THESE DOCUMENTS, SHALL MEAN TO ACCURATELY LOCATE FINISHES IN THE SAME PLANE.

4. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N.

5. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N.

6. COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES.

1. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, DUCTS, PIPING, DOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS, SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., IT IS REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK. ANY CONFLICT OR DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION.

2. CONTRACTORSHALL PROVIDE AND LOCATE ACCESS DOORS/PANELS IN WALL & CEILING CONSTRUCTION AS REQUIRED TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER, PLUMBING & ELECTRICAL WORK. CONTRACTOR SHALL SUBMIT A PLAN OF ALL PROPOSED ACCESS PANEL LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.

3. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN RATING.

4. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGE TO EXISTING CONSTRUCTION DUE TO WORK PERFORMED. THE CONTRACTOR SHALL FURNISH AND INSTALL NEW MATERIALS AT NO ADDITIONAL COST TO THE OWNER TO REPAIR SUCH DAMAGE.

5. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE WITH STATE & LOCAL CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE DENSITY RATINGS FOR FINISH MATERIALS.

6. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE OZONE DEPLETING COMPOUNDS.

JOB SITE NOTES

DRAWING INTERPRETATION – GENERAL RULES

INTERIOR/EXTERIOR NOTES

GENERAL NOTES

SITE NOTES

1. REFER TO LANDSCAPE DRAWINGS FOR CONCRETE WALKS, PAVING, BERMS, LANDSCAPING AND IRRIGATION.

2. REFER TO CIVIL DRAWINGS FOR SITE GRADING, DRAINAGE, CATCH BASINS, PAVING DETAILS, SITE UTILITIES, CURB AND GUTTER SWALES, FIRE HYDRANT LOCATIONS AND HORIZONTAL CONTROL DIMENSIONS.

3. REFER TO CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS.

4. ALL DIMENSION ON SITE PLAN ARE TO BE FACE OF CONCRETE WALL, FACE OF CONCRETE CURB, PROPERTY LINE OR CENTERLINE OF PARKING STALL, UNLESS OTHERWISE NOTED.

5. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL FIRE DEPARTMENT STANDARDS.

6. ALL PARKING STALL STRIPING SHALL BE PER LOCAL JURISDICATION STANDARDS.

7. CONCRETE WALK SHALL RECEIVE EXPANSION JOINTS AT 50'-0" O.C MAX, AND CONTROL JOINTS AT 5'-0" O.C MAX, BETWEEN EXPANSION JOINTS, UNLESS NOTED OTHERWISE.

1. ALL EXITS SHALL HAVE EXIT SIGNS.

2. ALL CONDUIT PIPING, IN ELECTRICAL ROOM TO BE CONCEALED WITHIN THE WALL CONSTRUCTION.

3. REFER TO PLUMBING, CIVIL AND SITE PLANS, FOR SIZE AND ROUTING OF ROOF DRAINAGE CONNECTION TO UNDERGROUND STORM DRAIN OR RUN TO DAYLIGHT AS SHOWN.

4. FLOORS SHALL BE SLOPED TO FLOOR DRAINS. COORDINATE WITH PLUMBING AND STRUCTURAL DRAWINGS. IN RATED FLOOR CONDITIONS, CONFIRM REMAINING FLOOR THICKNESS STILL CONFORMS TO MINIMUM RATING REQUIREMENT

FLOOR PLAN NOTES

GLAZING NOTES

1. EACH LIGHT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF THE GLASS.

2. GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR EDGES, U.O.N.

3. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION.

4. FIXED OR OPERABLE GLAZING IN HAZARDOUS LOCATIONS AS DEFINED IN THE BUILDING CODE SHALL BE TEMPERED GLASS (SAFETY GLASS).

5. GLAZING IN SWINGING, SLIDING AND BIFOLD DOORS SHALL BE TEMPERED.

6. ALL GLAZING WITHIN A 24" ARC OF EITHER EDGE OF A DOOR AND WITHIN 60" OF THE FLOOR SHALL BE TEMPERED.

7. GLAZING IN WINDOWS: ALL GLAZING THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE TEMPERED:

A. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SF.B. THE BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR.C. THE TOP EDGE IS GREATER THAN 36" ABOVE THE FLOOR.D. WALKING SURFACE IS WITHIN 36".

8. ALL GLASS SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE AND LOCAL CODES AND THE U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS.

9. WHERE JOINTS ARE REQUIRED IN MULTIPLE LITES, CLEAR SILICONE IS TO BE PROVIDED, U.O.N.

1. VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET THE REQUIREMENTS OF ALL GOVERNING CODES & STANDARDS. NOTIFY THE ARCHITECT IMMEDIATELY IN CASE OF

DISCREPANCY.

2. FIELD MEASURE AS REQUIRED ALL DOORS AND/OR DOOR OPENINGS PRIOR TO FABRICATION.

3. PROVIDE SIGN IN CONTRASTING LETTERS OF 1 INCH OR MORE AT MAIN ENTRY STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" UNLESS LOCK UNLATCHES WITHOUT A KEY OR NEED OF SPECIAL KNOWLEDGE.

4. VERIFY THAT EXISTING DOORS COMPLY WITH ACCESSIBILITY REQUIREMENTS.

5. FIRE RATED AND SMOKE AND DRAFT CONTROL DOORS SHALL COMPLY WITH REQUIREMENTS OF ALL GOVERNING CODES & STANDARDS AND SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATINGS.

6. ALL SWINGING DOOR HANDLES TO BE LEVER-TYPE TO COMPLY WITH GOVERNING CODES & ACCESSIBILITY STANDARDS.

7. DOOR HANDLES OR PULLS AND ALL OTHER OPERABLE PARTS OF DOOR HARDWARE (SUCH AS DEADBOLTS, KEYHOLES... ETC.) ARE TO BE CENTERED BETWEEN 34" AND 44" ABOVE FINISH FLOOR. IF EXISTING BUILDING STANDARD EXISTS, MATCH BUILDING STANDARD AND CONFIRM COMPLIANCE WITH ACCESSIBILITY REQUIREMENTS.

8. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE BY AUTHORITY HAVING JURISDICTION.

9. PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS PER ANSI STANDARDS.

10. CONTRACTOR IS RESPONSIBLE TO COORDINATE & VERIFY ALL DOOR FRAME THROAT THICKNESSES FOR EACH LOCATION.

11. ALL DOOR FRAMES TO BE FACTORY FINISHED, U.O.N.

12. PROVIDE 6”x16 GA MIN FLAT METAL OR 2x6 BACKING (FRT AS REQUIRED) BEHIND ALL WALL MOUNTED DOOR STOPS.

13. MAXIMUM UNDERCUT OF ALL NON-FIRE RATED DOORS SHALL NOT EXCEED 1/2" ABOVE FINISH FLOOR SURFACE.

14. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR OR REPLACE SAID DOOR IF NOT ABLE TO REFINISH TO "AS NEW" CONDITION.

15. ALL DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT

16. ALL DOORS WITH ELECTRONIC SECURITY DOOR LOCKS MUST BE OPERABLE FOR EXITING PURPOSES UNDER ALL CONDITIONS. INCLUDING A POWER OUTAGE.

17. IF BUILDING STANDARDS ARE INCONSISTENT FOR DOORS, SIDELITES, HARDWARE, DOOR AND SIDELITE FRAMES OR OTHER STANDARD DETAILS, THEN CONTRACTOR MUST VERIFY WITH ARCHITECT AND OWNER PRIOR TO CONSTRUCTION.

DOOR NOTES FIRE AUTHORITY NOTES

1. FINAL INSPECTION BY FIRE DEPARTMENT IS REQUIRED - SCHEDULE 2 DAYS IN ADVANCE.

2. THE PROJECT ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER LOCAL FIRE DEPARTMENT STANDARDS.

3. AN UNOBSTRUCTED ALL-WEATHER FIRE APPARATUS ACCESS ROAD SHALL BE IN PLACE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE.

4. FIRE PREVENTION WATER SERVICE SHALL BE IN SERVICE PRIOR TO THE DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE.

5. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN COMPLIANCE WITH LOCAL FIRE AUTHORITY.

6. PRIVATE FIRE HYDRANTS, SPRINKLER CONTROL AND POST INDICATOR VALVES , AND RISERS TO FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTED "SAFETY RED" PER LOCAL FIRE AUTHORITY.

7. ALL FIRE HYDRANTS SHALL HAVE A "BLUE REFLECTIVE PAVEMENT MARKER" INDICATING ITS LOCATION ON THE STREET OR DRIVE PER LOCAL FIRE AUTHORITY STANDARDS. ON PRIVATE PROPERTY THESE MARKERS ARE TO BE MAINTAINED IN GOOD CONDITION BY THE PROPERTY OWNER.

8. PROVIDE OUTSIDE GAS SHUT-OFF VALVE. PROVIDE SIGN INDICATION MAIN GAS AND ELECTRICAL SHUT-OFF PER LOCAL FIRE DEPARTMENT.

9. FIRE SPRINKLER SYSTEM(S) SHALL MEET STATE & LOCAL FIRE CODES AND BE PROVIDED TO PROTECT ENTIRE BUILDING INCLUDING PROJECTIONS OVER 4'-0".

10. FIRE SPRINKLER SYSTEM(S) AND ALL CONTROL VALVES, INCLUDING EXTERIOR SHALL BE SUPERVISED BY A.U.L LISTED CENTRAL ALARM STATION OR PER STATE & LOCAL FIRE CODES.

11. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER-FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE

12. ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS 100 OR MORE. ELECTRICAL SUBCONTRACTORS TO INSTALL WIRING FOR FIRE SPRINKLER, ALARM BELL AND TELEPHONE WARNING AS REQUIRED BY FIRE DEPARTMENT.

13. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH STATE & LOCAL FIRE CODES.

14. COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIXED FIRE PROTECTION EQUIPMENTS INCLUDING AUTOMATIC SPRINKLERS AND OTHER FIRE-PROTECTION SYSTEMS, SHALL BE SUBMITTED BY INSTALLING CONTRACTOR. SUCH PLANS SHALL BE APPROVED BY LOCAL FIRE AUTHORITY PRIOR TO INSTALLATION.

15. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING.

16. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO ALL APPLICABLE BUILDING AND FIRE CODES.

17. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.

18. PROVIDE OR MODIFY AS NEEDED SPRINKLER ALARM AND SMOKE DETECTION SYSTEM PER APPLICABLE CODES INCLUDING IF NECESSARY FIR HORNS, STROBE LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL ALARMS. SUBMIT SHOP DRAWINGS TO THE FIRE MARSHAL FOR APPROVAL.

ROOF NOTES

1. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR SCHEMATIC LAYOUT OF ROOF LEVEL HVAC, PLUMBING AND ELECTRICAL EQUIPMENT, PIPE, CONDUIT, PLATFORMS, HOUSEKEEPING PADS, BASES, SHAFT OPENINGS, DECK PENETRATIONS, ETC.

2. CONTRACTOR SHALL VERIFY SIZE, LOCATIONS, AND INSTALLATIONS REQUIREMENTS OF ALL HVAC, PLUMBING AND ELECTRICAL EQUIPMENT WITH EQUIPMENT MANUFACTURERS AND SUBMIT A FINAL LAYOUT OF ALL EQUIPMENT FOR ARCHITECT APPROVAL.

3. THE TOP OF MECHANICAL AND PLUMBING EQUIPMENT PLATFORMS AND CURBS SHALL MEASURE A MINIMUM OF 8” ABOVE THE HIGHEST ADJACENT TOP OF ROOFING ELEVATION.

4. VENT OPENINGS THROUGH THE ROOF SHALL BE INSTALLED 10’-0” MINIMUM AWAY FROM AND TERMINATED 3’-0” MINIMUM ABOVE ANY FRESH AIR INTAKE.

5. SEE PLUMBING DRAWINGS FOR ROOF DRAIN AND SECONDARY DRAIN SIZES.

6. CRICKETS SHALL BE INSTALLED ON THE HIGH SIDE OF ANY OBSTRUCTION MORE THAN 47” WIDE AND ORIENTED PERPENDICULAR TO THE FLOW OF WATER TO THE DRAIN. SUCH OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO EQUIPMENT PADS, CURBS AND WALLS.

7. ROOFING ASSEMBLIES SHALL BE SELECTED AND INSTALLED AS REQUIRED TO RESIST MAXIMUM WIND SPEEDS AND UPLIFT FORCES DEFINED BY CODE AND LOCAL OR STATE LAW AS APPLIED TO THE ROOF’S GEOGRAPHIC LOCATION, HEIGHT AND EXPOSURE CLASS.

8. OVERFLOW SCUPPERS AND SECONDARY ROOF DRAINS SHALL BE DESIGNED PER APPLICABLE CODES WITH INLETS LOCATED 2 INCHES ABOVE THE LOW POINT OF THE SURROUNDING FINISHED ROOF SURFACE.

9. ORIENT SKYLIGHT/SMOKE HATCH HINGE SIDE TOWARD THE PREVAILING WIND.

10. ROOFING TO BE UL CLASS “A” FIRE-RETARDANT.

11. ALL ROOF SURFACES SHALL SLOPE A MINIMUM OF 1 /4 INCH PER FOOT IN ALL DIRECTIONS.

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1. ROOF ASSEMBLY:

1.1 MAIN ROOF CONSTRUCTION:• FULLY ADHERED 60 MILL WHITE TPO ROOF MEMBRANE MANUFACTURER'S (20 YEAR

PRORATED MEMBRANE WARRANTY AND A 15 YEAR LABOR AND MATERIAL WATERTIGHT WARRANTY)

• (2) LAYERS OF RIGID INSULATION (R-30), TWO LAYERS OF POLYISOCYANURATE INSULATION WITH STAGGERED SEAMS, TAPED AND SEALED. FIRST LAYER OF RIGID INSULATION TO BE MECHANICALY FASTEN, SECOND LAYER OF INSULATION TO BE ADHERED TO FIRST LAYER.

• METAL DECK (REFER TO STRUCT.). ROOF DECK WILL BE PAINTED WITH A BOTTOM SIDE FACTORY APPLIED “WHITE” PRIMER. 22GA, 1 1/2" FLUTED, TYPE B WIDE RIB METAL DECK, FACTORY PRIMED AND PAINTED WHITE

• ALL STEEL JOISTS AND JOISTS GIRDERS SHALL RECEIVE ONE (1) SHOP COAT OF LIGHT GRAY RUST INHIBITIVE PAINT.

• GRAY TUBE STEEL COLUMNS AND GRAY JOISTS/ GIRDERS. BUILDING COLUMNS ONE COLUMN FROM DOCK WALLS SHALL BE PAINTED TO A HEIGHT OF 10'-0" AFF IN SAFETY YELLOW

• STAGGER JOINTS IN SUCCESSIVE LAYERS OF INSULATION A MINIMUM OF 18" APART• THE ROOF SYSTEM SHALL BE INSTALLED PER THE MANUFACTURER’S

RECOMMENDATIONS.• PROVIDE EXPANDING FOAM INSULATION AT ALL GAPS IN THE ROOF SYSTEM IN AN

EFFORT TO SEAL THE THERMAL TRANSGER FROM THE BUILDING INTO THE ROOF SYSTEM. SEAL THE GAPS AT THE PERIMETER OF THE ROOF WHERE THE WALL PANELS AND JOISTS/ DECK MEET; ALL PENETRATIONS AT MECHANICAL OPENINGS, ROOF DRAINS AND HATCH; AND ANY GAPS IN THE INSULATION BOARDS GREATER THAN 1/4" WILL RECEIVE FOAM.

• METAL FLASHING INCLUDING COPINGS, GRAVEL STOPS, FASCIA, SCUPPERS, DOWNSPOUTS AND COLLECTOR HEADS SHALL BE MINIMUM 24-GAUGE, PREFINISHED GALVANIZED STEEL WITH KYNAR COATING AND RUSTPROOF FASTENERS.

2. EXTERIOR WALL ASSEMBLIES:

2.1 PRECAST CONCRETE WALL PANELS• LOAD BEARING PRECAST CONCRETE WALL PANELS - 8" THICK W/ RIGID INSULATION

(R-12, VERIFY W/ MANUFACTURER) - WITH REVEALS AND PAINTED FINISH. ALL PANELS’JOINTS SHALL HAVE BACKER ROD AND WILL BE CAULKED ON BOTH THE INTERIOR AND EXTERIOR. EXTERIOR AND INTERIOR JOINTS SHALL BE POLYURETHANE.

• STANDARD 25'-0" & 28'-0 U.N.O. WIDE PANELS. TILT-UP CONCRETE WALL PANELS SHALL RECEIVE A TINTED PRIMER COAT AND TWO (2) COATS OF TEXTURED PAINT.

• THE INTERIOR SIDE OF THE CONCRETE WALLS SHALL HAVE A SMOOTH, STEEL TROWEL FINISH. BROOM FINISH IS NOT ACCEPTABLE.

3. EXTERIOR GLAZING ASSEMBLIIES:

3.1 STOREFRONT/ WINDOWS/ CLERESTORY GLAZING SYSTEM:• 1" INSULATED GLAZING UNITS (THERMALLY BROKEN) HIGH PERFORMANCE GLASS• STOREFRONT SYSTEM/ WINDOWS & CLERESTORY WINDOWS: CENTER GLAZED

(IGU = 1/4" PPG SOLARGRAY EXTERIOR - BASE OF DESIGN))• 1/2" AIR SPACE• 1/4" SOLARBAN 60, CLEAR LOW-E (ON SURFACE 2) GLAZING UNIT • CLEAR ANODIZED ALUMINUM FRAMES WITH A THERMO-BREAK DESIGN• STOREFRONT SYSTEM SHALL BE EQUAL TO KAWNEER TRIFAB 451T SYSTEM

ALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE:• PPG SOLARBAN (BASE OF DESIGN) • PERFORMANCE CRITERIA:

1. VLT (VISIBLE LIGHT TRANS.): 32%2. EXTERIOR REFLECTANCE: 15%3. U FACTOR (WINTER): 0.284. U FACTOR (SUMMER): 0.265. SHADING COEFICIENT: 0.276. SHGC: 0.247. RELATIVE HEAT GAIN: 58

GLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMIT

3.2 COLOR OF GLASS: TINTED (COLOR: GRAY) (EXTERIOR GLAZING)

3.3 COLOR OF GLASS: CLEAR (INTERIOR GLAZING)

3.4 CLEARSTORY WINDOWS: FRAMING SHALL BE CLEAR ANODIZED ALUMINUM WITH 1 TINTED GLASS (COLOR: GRAY)

4. EXTERIOR SWINGING DOOR ASSEMBLIES:

4.1 SERVICE/ MAN DOORS:• 16GA GALVANIZED HOLLOW METAL FLUSH DOORS AND 14GA FULLY WELDED H.M.

GAVANIZED DOOR FRAMES• ALL EXTERIOR DOORS SHALL RECEIVE 1-1/2" PAIR BALL BEARING HINGES, CLOSERS,

LEVER ARM LOCKSETS, WEATHER-STRIPPING, STORM CHAINS, THRESHOLDS, DOOR SWEEPS, DRIP CAPS AND LATCH GUARDS.

• DOORS AND FRAMES ARE TO HACE SHOP PRIMED PAINT APPLIED. COLOR: REFER TO BUILDING ELEVATIONS

• PAINTED, INSULATED HOLLOW METAL DOOR w/ COMMERCIAL GRADE HEAVY DUTY HARDWARE

• UL RATED DOORS AS REQUIRED BY CODE (ALL DOORS REQUIRED BY CODE TO BE FORE RATED SHALL HAVE LABELS DESIGNATING HOURLY RATINGS PER UNDERWRITER'S LABORATORY STANDARDS)

• ALL PERSONNEL DOORS AT TRUCK DOCK SHALL BE PROVIDED WITH STOREROOM FUNCTION LOCKSETS

• ALL OTHER WAREHOUSE EXTERIOR DOORS SHALL BE PROVIDED WITH EXIT ONLY FUNCHION LOCKSETS

• ALL CYLINDRICAL LOCKSETS SHALL BE BEST LOCK OR SCHLANGE - NO SUBSTITUTIONS

4.2 STOREFRONT SYSTEM DOORS:• MEDIUM STILE ENTRY DOORS WITH 1” INSULATED W/ 1/4" GLAZING ASSEMBLY, CLOSERS,

WEATHER-STRIPPING AND THRESHOLDS• CLEAR ANODIZED ALUMINUM STOREFRONT DOOR w/ TEMPERED GLAZING• STOREFRONT ENTRANCE DOORS SHALL BE MEDIUM SITLE WITH 10-INCH BOTTOM RAIL.

5. EXTERIOR NON-SWINGING DOOR ASSEMBLIES:

5.1 SECTIONAL DOORS:• MANUALLY OPERATED SECTIONAL VERTICAL LIFT OVERHEAD DOCK DOORS WITH Z-

GUARD TRACK PROTECTION• DOORS TO HAVE 3" WIDE, HEAVY DUTY TRACKS• STEEL SECTIONAL DOORS, INSULATED, MINIMUM U-VALUE OF 0.070 (R-14)• ALL DOORS SHALL BE PROVIDED WITH TWO (2) VISION PANELS • 50,000 CYCLE HEAVY-DUTY TENSION SPRINGS• Z CHANNEL TRACK GUARDS TO BE INCLUDED FOR ALL OVERHEAD DOORS• ALL DOORS TO HAVE SLIDE BOLT MECHANISMS AND HAVE A WHITE POLYESTER FINISH.• OVERHEAD DOORS SHALL BE EQUIPPED WITH WEATHER STRIPPING, GALVANIZED FLUSH

STEEL FACE, METAL TRACK AND HARDWARE

5.2 DRIVE-IN-DOORS:• D.I.D.DOORS ARE TYPICALY MOTOR OPERATED SECTIONAL VERTICAL LIFT

OVERHEAD D.I.D. DOORS• STEEL SECTIONAL DOORS, INSULATED, MINIMUM U-VALUE OF 0.070 (R-14)• ALL DOORS SHALL BE PROVIDED WITH ONE (1) VISION PANEL (1" INSULATED GLASS)• Z CHANNEL TRACK GUARDS TO BE INCLUDED FOR ALL OVERHEAD DOORS• ALL DOORS TO HAVE SLIDE BOLT MECHANISMS AND HAVE A WHITE POLYESTER FINISH.• OVERHEAD DOORS SHALL BE EQUIPPED WITH WEATHER STRIPPING, VISION PANEL,

GALVANIZED FLUSH STEEL FACE, METAL TRACK AND HARDWARE

6. PERIMETER INSULATION:PROVIDE CONTINUOUS RIGID INSULATION AT PERIMETER OF FIRST STORY BUILDING SLAB. MINIMUM R-VALUE R=10. PROVIDE INSULATION TO A DEPTH OF 24" BELOW GRADE-LINE AT BUILDING FACE.

7. FLOOR ASSEMBLY:

7.1 SLAB-ON-GRADE:• 7" FLOOR SLAB, REFER TO STRUCTURAL FOR FLOOR ASSEMBLY• 10 MIL (STEGO WRAP CLASS A) VAPOR BARRIER INCLUDED AT OFFICES ONLY.• SLAB -ON-GRADE SHALL HAVE A MINIMUM OVERALL FLATNESS/ LEVELNESS OF FF50, FI35,

WITH A MINIMUM LOCAL OF FF35, FI24, IN ACCORDANCE WITH ASTM E1155.• APPLY A 3-TROWEL FINISH TO DESIGNATED MONOLITHIC SLAB SURFACES• PROVIDE 2 COATS OF ASHFORD SEALCOAT.

ENVELOPE ASSEMBLY NOTES

42"

MIN.

42"

MIN.

36"

MIN.

36"

MIN.

60"

MIN

.

48"

MIN

.

36"

MIN

.

32

"

MIN

.

36"

MIN

.

32

"

MIN

.

24"

MAX.

24"

MAX.

48"

MIN.

1 1/2" MIN.

30

"

MIN

.30

"

MIN

.

27

"

MIN

.

ACCESSAISLE WITHBLUEBORDER ANDHATCHEDAREA

NOPARKING

(*) VAN SPACES SHALL BE PERMITTED TO BE 96"WIDE MIN. WHERE ACCESS AISLE IS 60" WIDE MIN.

CONCRETE WHEEL STOP ATEACH ACCESSIBLE STALL

4" STRIPES PAINTEDBLUE, TYP.

ACCESSIBLE PARKINGIDENTIFICATION SIGN AT EACHACCESSIBLE STALL

PAINT THE WORDS "NO PARKING"IN WHITE AT EACH ACCESS AISLEIN 12" HIGH LETTERS

19

'-0

" M

IN.

2'-0

"

FU

LL

LE

NG

TH

OF

PA

RK

ING

SP

AC

E

TYP.

36".

114" MIN. *

*

60" MIN. 96" MIN.

MAXIMUM SLOPE IN ANY DIRECTION AT PARKING AND ACCESS AISLE SHALL NOT EXCEED 1:48

PARKING SPACES

TOTAL NUMBER OF PARKING SPACES PROVIDED IN PARKING FACILITY

1 TO 25

26 TO 50

51 TO 75

76 TO 100

101 TO 150

151 TO 200

201 TO 300

301 TO 400

401 TO 500

501 TO 1000

1001 AND OVER

MINIMUM NUMBER OF REQUIRED ACCESSIBLE PARKING SPACES

1

2

3

4

5

6

7

8

9

2 PERCENT OF TOTAL

20, PLUS 1 FOR EACH 100, OR FRACTION THEREOF, OVER 1000

11220

1

ADJOINING SURFACEMAXIMUM SLOPE

CURB RAMPMAXIMUM SLOPE

FLARED SIDES1:10 MAX SLOPE

SLOPE SLOPE

(B)CURB RAMP AT ISLAND

(A)CUT THROUGH AT ISLAND

CURB OF RAMP FLARESPAINTED IF ADJACENTCURB IS PAINTED

FLARED SIDES1:10 MAXSLOPE

PLANTINGAREA

PLANTINGAREA

COUNTER SLOPE OF SURFACESADJACENT TO CURB RAMPS

ISLANDS

DIAGONAL CURB RAMPS

LANDINGS AT THE TOP OFCURB RAMPS

SIDES OF CURB RAMPS

36

" M

IN.

24

" M

IN.

48" M

IN.

MIN.

24".

48" MIN

.

MIN.

32" - 36"

MIN.

36".

48

" M

IN.

AS CURB RAMP

AT LEAST AS WIDE

(A)180° TURN

(B)180° TURN (EXCEPTION)

CLEAR WIDTH OF AN ACCESSIBLE ROUTE

CLEAR WIDTH AT TURN

FIG. 403.5.2

FIG. 403.5.1

X < 48"X < 48"

T-SHAPED TURNING SPACE

SIZE OF CLEAR FLOOR SPACE

CIRCULAR TURNING SPACE

MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH

MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH

BASE

AR

M

AR

M

MIN.

ø 60"

48" MIN.

30

" M

IN.

60" MIN.

60

" M

IN.

36

" M

IN.

24

" M

IN.

MIN.

12" 36" MIN.

MIN.

12"

36" MIN.

60" MIN.

X>

15

"

X>

24

"

SIZE AND POSITION OF CLEAR FLOOR SPACE

48" MIN.

30

" M

IN. 4

8"

MIN

.

30" MIN.

(A) FORWARD(B) PARALLEL

(A)ELEVATION

(ENLARGED)

(B)PLAN

SIZE AND SPACING OF TRUNCATED DOMES

C

TOP ø - 50%-65%OF BASE ø

0.2

".

0.6

5"

MIN

.

1.6" - 2.4"

1.6

" -

2.4

"

BASE ø0.9" - 1.4"

L

CLCL

CL

PROVIDE DETECTIBLE WARNING STRIP WIDTH MEASURED PERPENDICULAR TO PEDESRIAN FLOW FOR FULL WIDTH OF MARKED PATH. CURB RAMP OR CUT THROUGH AS FOLLOWS.

1. 24" WIDE AT MARKED CROSSINGS RAISED TO SAME LEVEL AS ADJACENT SIDEWALK

2. WHERE PROVIDED: 24" WIDE AT CURB RAMP 6" MIN - 8" MAX FROM CURB LINE

3. WHERE PROVIDED: 24" WIDE AT CUT THROUGH MEDIANS AND ISLANDS OR FULL LENGTH WHERE 48" OR LESS

DOMINANT DIRECTION OF TRAVEL

ELONGATED OPENINGS IN FLOOR OR GROUND SPACE

CARPET PILE HEIGHT VERTICAL CHANGE IN LEVEL

BEVELED CHANGE IN LEVEL

21

NOTES:

1. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT.2. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL COMPLY WITH CARPET PILE HEIGHT FIGURE BELOW. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE SHALL COMPLY WITH CHANGE IN LEVEL FIGURES BELOW.

1/2

"M

AX

.

1/4

".1

/4".

1/4

" M

AX

.

1/2" MAX.

12"

MA

X.

.

LONG DIMENSIONPERPENDICULAR TO DOMINANTDIRECTION OF TRAVEL (B)

21

(A)

1/4

"-1

/2"

NOTES:

1. OPEN RISERS ARE NOT PERMITTED.2. TREAD SURFACES SHALL COMPLY WITH (FLOOR OR GROUND SURFACES & CHANGES IN LEVEL) DETAIL.3. THE LEADING 2" OF THE TREAD SHALL HAVE VISUAL CONTRAST OF DARK-ON-LIGHT OR LIGHT-ON-DARK FROM

THE REMAINDER OF THE TREAD.4. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE

OBSTRUCTED ALONG THEIR TOPS OR SIDES. THE BOTTOM OF THE HANDRAIL GRIPPING SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH. WHERE PROVIDED, HORIZONTAL PROJECTIONS SHALL OCCUR 1-1/2" MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING SURFACE.

5. HANDRAIL GRIPPING SURFACES WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1-1/4" (32 MM) MINIMUM AND 2" MAXIMUM.

6. HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES.

7. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS.

(A)STAIRS

(B)RAMPS

30° MAX.

(B)CURVED NOSING

(C)BEVELED NOSING

(D)ANGLED RISER

(A)VERTICAL RISER

RADIUS 1/2" MAX.

NOTE: X = TREAD DEPTH

(A) (B)

HANDRAIL NON-CIRCULAR CROSS SECTION

4"-6.25"PERIMETER

TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS

STAIR NOSINGS

HANDRAIL HEIGHT

HANDRAILCLEARANCE

HORIZONTAL PROJECTIONSBELOW GRIPPING SURFACE

TOP HANDRAIL EXTENSIONAT STAIRS

BOTTOM HANDRAILEXTENSION AT STAIRS

TREADS AND RISERSFOR ACCESSIBLE

STAIRWAYS

2-1/4" MAX.

2" MAX.

MIN.

11" .

4"-

7"

2" MAX.

2"

MIN

.

MIN.

12". MIN.

12".

X

MIN.

12".

34

" -

38

".

34

" -

38

".

X

(A)ELEVATION

(B)PLAN

(A)ELEVATION

(B)PLAN

TOE CLEARANCE

KNEE CLEARANCE

FIG. 306.2

FIG. 306.3

6"MAX.

9"

MIN

.

17" - 25"

25"MAX.

8"MIN.

9"

MIN

.

11"MIN.

(A)FRONT APPROACH, PULL SIDE

(*) IF BOTH CLOSER AND LATCH ARE PROVIDED

(C)HINGE APPROACH, PULL SIDE

(D)HINGE APPROACH, PULL SIDE

(E) HINGE APPROACH, PUSH SIDE

(F) LATCH APPROACH, PULL SIDE

(G)LATCH APPROACH, PUSH SIDE

(B) FRONT APPROACH, PUSH SIDE

(*) 54" MIN. IF CLOSER IS PROVIDED.

(*) 48" MIN. IF CLOSER IS PROVIDED.

MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS AND GATES

(A)PULL SIDE

MANEUVERING CLEARANCE AT RECESSED DOORS AND GATES

(B)PUSH SIDE

(C)PUSH SIDE, DOOR PROVIDED

WITH BOTH CLOSER AND LATCH

(A)HINGED DOOR

(B)SLIDING DOOR

(C)FOLDING DOOR

CLEAR WIDTH OF DOORWAYS

(**) 48" MIN. IF BOTH CLOSER AND LATCH PROVIDED.

NOTES:

1. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL COMPLY WITH [FLOOR OR GROUND SURFACES & CHANGES IN LEVEL] DETAIL AND SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. CHANGES IN LEVEL ARE NOT PERMITTED AT DOOR LANDINGS.2. THRESHOLDS, IF PROVIDED AT DOORWAYS SHALL BE 1/2" HIGH MAX. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH [FLOOR OR GROUND SURFACES & CHANGES IN LEVEL] DETAIL.3. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OR THE WRIST. 4. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 LBS (22.5 N) MAX. 5. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34" MIN. AND 48" MAX. ABOVE THE FINISH FLOOR OR GROUND. 6. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES.7. DOOR AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90° THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12° FROM THE LATCH IS 5 SECONDS MIN.8. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70° THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN.9. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE SHALL BE AS FOLLOWS:9.1. INTERIOR HINGED DOORS AND GATES: 5 LBS (22.5 N) MAX.9.2. SLIDING OR FOLDING DOORS: 5 LBS (22.5 N) MAX.9.3. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 LBS (66.7N).9.4. EXTERIOR HINGED DOORS: 5 LBS (22.5 N) MAX.10. SWINGING DOOR AND GATE SURFACES WITHIN 10" OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACE SHALL BE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED.11. WHERE AUTOMATIC AND POWER-ASSISTED DOORS AND GATES WITHOUT STANDBY POWER ARE PART OF A MEANS OF EGRESS THE CLEAR BREAK OUT OPENING AT SWINGING OR SLIDING DOORS AND GATES SHALL BE 32" MIN. WHEN OPERATED IN EMERGENCY MODE.

32" MIN. 32" MIN. 32" MIN.

60

" M

IN.

18" MIN MIN. *12".

48"

MIN

36" MIN 60"

MIN

54

" M

IN.

42" MIN

42

" M

IN. **

22" MIN.

48

" M

IN. *

24" MIN.

24" MIN.

42

" M

IN. *

60"

MIN

18" MIN

48"

MIN

48"

MIN

12" MIN

X >

8".

X >

8".

X >

8".

90.0

0°

12" MIN. *

(*) IF BOTH CLOSER AND LATCH ARE PROVIDED.

36" MIN.

> 2

4"

(D)DOORWAYS WITHOUT

DOORS

TWO DOORS IN SERIES

(C) (A)

(B)

48" MIN.

WIDTH

DOOR

60

" M

IN.

60" MIN.

WIDTH

DOOR 48" MIN.

WIDTH

DOOR

60

" M

IN.

(B)(A)

SIGN

POST

EXCEPTION: HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4-1/2" MAX.

LIMITS OF PROTRUDINGOBJECTS

POST MOUNTED PROTRUDING OBJECTS

REDUCED VERTICAL CLEARANCE

X >

80

".

X >12"

UNLIMITED UNLIMITED UNLIMITED

> 2

7"

AN

D <

80

"

X > 12"

X > 12"

27

" M

AX

.MAX.4"

MAX.4"

< 8

0"

> 2

7"

AN

DX >

80

"

4" MAX.

X >

27

"

27

" M

AX

.

MAX.4".

MAX.4".

X <

80

"

(A) (B)

(A) (B)

UNOBSTRUCTED FORWARD REACHOBSTRUCTED HIGH FORWARD

REACH

OBSTRUCTED HIGH SIDE REACHUNOBSTRUCTED HIGH

SIDE REACH

15

" M

IN.

48

" M

AX

.

20" MAX.

48

" M

AX

.

44

" M

AX

.

>20"-25" MAX.

48

" M

AX

.

MIN

.

15"

10" MAX. 10" MAX.

48

" M

AX

.

34

" M

AX

.

MA

X.

34"

MA

X.

46"

24" MAX.

>10"-

MAXIMUM REACH DEPTH

MAXIMUM REACH HEIGHT

0.5"(13 mm)

48"(1220 mm)

2"(51 mm)

46"(1170 mm)

5"(125 mm)

42"(1065 mm)

6"(150 mm)

40"(1015 mm)

9(230 mm)

36"(915 mm)

11"(280 mm)

34"(865 mm)

13

01

K S

tre

et

NW

, S

uit

e #

30

0W

Wa

sh

ingto

n, D

.C. 2

00

05

P 2

02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

AC

CE

SS

IBIL

ITY

DE

TA

ILS

A0.3

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

RO

,N

OR

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CA

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A 2

7409

1. "THE ACCESSIBILITY GUIDELINES AND CODES" MENTIONED BELOW REFER TO ALL APPLICABLELOCAL/STATE BUILDING CODES REFERENCED ON THE PROJECT DATA SHEET OF THIS SET IN ADDITIONTO THE FEDERAL REQUIREMENTS OF THE ADA (THE AMERICANS WITH DISABILITIES ACT).

2. DETAILS ON THIS SHEET ARE FOR REFERENCE ONLY, REFER TO THE ACCESSIBILITY GUIDELINES ANDCODES FOR ALL ACCESSIBILITY REQUIREMENTS.

3. THE GENERAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE ACCESSIBILITY GUIDELINES ANDCODES.

4. ANY DISCREPANCY CONTAINED HEREIN DOES NOT RELIEVE THE GENERAL CONTRACTOR OR OWNERFROM COMPLYING WITH THE ACCESSIBILITY GUIDELINES AND CODES.

ACCESSIBILITY NOTES

SCALE: 1/8" = 1'-0"2

VEHICLE PARKING SPACES

SCALE: 12" = 1'-0"3

PARKING SPACES

SCALE: 1/4" = 1'-0"5

CURB RAMPSSCALE: 1/4" = 1'-0"

10CLEAR WIDTH

SCALE: 1/2" = 1'-0"9

CLEAR FLOOR OR GROUND SPACE

SCALE: 3" = 1'-0"7

DETECTABLE WARNINGS

SCALE: 1/2" = 1'-0"6

FLOOR OR GROUND SURFACES &CHANGES IN LEVEL

SCALE: 1/2" = 1'-0"14

STAIRWAYS AND HANDRAILS

SCALE: 1/4" = 1'-0"15

KNEE AND TOE CLEARANCESCALE: 1/4" = 1'-0"

20DOORS, DOORWAYS & GATES

SCALE: 1/4" = 1'-0"21

PROTRUDING OBJECTS

SCALE: 1/4" = 1'-0"22

REACH RANGES

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

12"

MIN

.

POSITION OF GRAB BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE, EXCEPT THAT AT WATER CLOSETS FOR CHILDREN'S USE, GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION 18 INCHES MINIMUM AND 27 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE.

(A)PROJECTING

OBJECTS

(B)RECESSEDOBJECTS

SPACING. THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE 1-1/2 INCHES MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES MINIMUM.

CIRCULAR CROSS SECTION. GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1-1/4 INCHES MINIMUM AND 2 INCHES MAXIMUM.

SPACING OF GRAB BARS4"-4.8"

(A) (B)

GRAB BAR NON-CIRCULAR CROSS SECTION

2" M

AX.

2" MAX.

PERIMETER

FIG. 609.3

FIG. 609.2.2

1-1/2"MIN.

1-1

/2"

MIN

.

BACKING. PROVIDE MIN. 6 INCHES x 16 GA CONTINUOUS SHEET METAL BACKING ATTACHED TO MIN. 3 STUD BAYS WITH #10 FLAT HEAD SHEET METAL SCREWS. INSTALL GRAB BARS PER MANUFACTURER'S REQUIREMENTS.

CHARACTER HEIGHT

POSITION AND HEIGHT OF BRAILLE

HEIGHT OF RAISED CHARACTER ABOVEFINISH FLOOR OR GROUND

CENTERED ON TACTILECHARACTERS

LOCATION OF TACTILESIGNS AT DOORS PICTOGRAM FIELD

NOT INPICTOGRAMFIELD

INTERNATIONAL SYMBOL OF ACCESSIBILITY

MEN

AREA OFREFUGE

AREA OFREFUGE

AREA OFREFUGELIBRARY

5/8

" -

2".

MIN

.3

/8".

MIN

.3

/8".

60

" M

AX

.

48

" M

IN.

6"

MIN

.

MIN

.

18

".

MIN.

18".

45°

INTERNATIONAL SYMBOL OF ACCESS FOR HEARING

LOSS

48

" M

IN A

.F.F

.

60

" M

AX

A.F

.F.

SINGLE BRAILLE CELL

BLANK CELL SPACEBETWEEN WORDS

RAISED DOT

NO RAISED DOT

0.241" TO 0.300"

0.090" TO 0.100"

0.4

00

" M

AX

.

0.3

95"

MIN

.0

.10

0".

0.059" MIN. TO 0.063" MAX.

DOT HEIGHT 0.025" MIN. TO 0.037" MAX.MEASURED CENTER TO CENTER.

EXIT

CORRESPONDING (GRADE 2) BRAILLE PER LOCAL ACCESSIBILITY STANDARDS

SANS-SERIF UPPERCASE CHARACTERS, RAISED 1/32" PER LOCAL APPLICABLE ACCESSIBILITY STANDARDS

CHARACTERS & BACKGROUNDOF SIGNS TO BE NON-GLAREFINISH AND TO CONTRAST WITH EACH OTHER. (STANDARD COLOR: WHITE ON BLUE BACKGROUND, UNLESS APPROVED OTHERWISE). COLOR & CONTRAST OF SIGN TO BE DISTINCTLY DIFFERENT THAN COLOR & CONTRAST OF WALL

13

01

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30

0W

Wa

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ingto

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.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

AC

CE

SS

IBIL

ITY

DE

TA

ILS

A0.3a

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

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,N

OR

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CA

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LIN

A 2

7409

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

GRAB BARS

SCALE: 1/4" = 1'-0"3

SIGNS

SCALE: 3/8" = 1'-0"4

BRAILLE MEASUREMENT

SCALE: 3" = 1'-0"5

TACTILE "EXIT" SIGN

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

WALL-MOUNTED ILLUMINATED EMERGENCY EXIT SIGN ABOVE DOOR WITH BATTERY POWERED BACK-UP. SHADED QUADRANT INDICATES FACE OF LETTERING.

ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL INSPECTION AND SUBJECT TO BUILDING INSPECTOR.

FIRE DEPARTMENT ACCESS.

MAXIMUM TRAVEL DISTANCE.

REQUIRED EXIT AND FIRE DEPARTMENT ACCESS.

FIRE EXTINGUISHER F.E.

ALL REQUIRED EXITS TO RECEIVE WALL-MOUNTED TACTILE EXIT SIGN WITH THE WORD "EXIT" A0.3a

5

1

1

3

3

C C

A A

B B

2

2

4

4

5

5

6

6

7

7

8

8

9

9

10

10

11

11

12

12

13

13

14

14

15

15

16

16

17

17

18

18

19

19

D D

E E

F F

G G

H H

WAREHOUSE

100

SPRINKLER

ROOM

102

ELECTRICAL

ROOM

101

43'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 43'-0"

50

'-0

"5

0'-0

"5

0'-0

"5

0'-0

"5

0'-0

"5

0'-0

"6

0'-0

"

17

3'

MA

X.

TR

AV

EL D

IST

AN

CE

19

5'

MA

X.

TR

AV

EL D

IST

AN

CE

19

6'

MA

X.

TR

AV

EL D

IST

AN

CE

20

1'

MA

X.

TR

AV

EL D

IST

AN

CE

20

2'

MA

X.

TR

AV

EL D

IST

AN

CE

20

7'

MA

X.

TR

AV

EL D

IST

AN

CE

20

7'

MA

X.

TR

AV

EL D

IST

AN

CE

21

3'

MA

X.

TR

AV

EL D

IST

AN

CE

21

3'

MA

X.

TR

AV

EL D

IST

AN

CE

37

'-8

"9

0'-3

"6

4'-0

"9

6'-0

"7

2'-1

"62'-3" 117'-3" 133'-0" 131'-0" 99'-0" 99'-0" 246'-3" 62'-3"

24'-4" 79'-5" 94'-6" 94'-6" 94'-6" 94'-6" 94'-6" 94'-6" 81'-0" 45'-9" 13'-6" 18'-3" 120'-9"

135' MAX. TRAVEL DISTANCE

36

0'-0

"

148' MAX. TRAVEL DISTANCE

76

'-11

"8

1'-0

"8

1'-0

"7

8'-3

"4

2'-10

"

PROPOSED FUTURE OFFICE AREA

13

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NW

, S

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e #

30

0W

Wa

sh

ingto

n, D

.C. 2

00

05

P 2

02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

OC

CU

PA

NC

Y A

ND

EG

RE

SS

PL

AN

A0.5

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

RO

,N

OR

TH

CA

RO

LIN

A 2

7409

SEE SHEET A0.2 FOR GENERAL NOTES

KEYNOTES:

FU

NC

TIO

N S

PA

CE

AN

DO

CC

UP

AN

CY

(N)

GR

OS

S A

RE

A (

SF

)

(F)

AR

EA

PE

R O

CC

. F

AC

TO

R 1

004

.1

(OL)

= N

/F O

CC

UP

AN

T

LO

AD

NU

MB

ER

OF

EX

ITS

R

EQ

U'D

100

6

DO

OR

(A

ND

OT

HE

R

EG

RE

SS

CO

MP

ON

EN

TS

) W

IDT

H R

EQ

'D 1

005.3

.2

NU

MB

ER

OF

32"

CL

R.

EX

ITS

PR

OV

IDE

D (

PE

R

PLA

N)

NU

MB

ER

OF

44"

CL

R.

EX

ITS

PR

OV

IDE

D (

PE

R

PLA

N)

NU

MB

ER

OF

64"

CL

R.

EX

ITS

PR

OV

IDE

D (

PE

R

PLA

N)

TO

TA

L D

OO

R W

IDT

H

PR

OV

IDE

D

WAREHOUSE

S-1200,500 500 401 4

401*.15

60"

13 - 4 672"

0 15' 30' 60' 150'

1"=30'


STAIR WIDTH CALCULATIONS:

NUMBER OF OCCUPANTS PER STAIR: 48STAIR WIDTH REQUIRED (1005.3.1): 44" MIN 15.4" EACH

DOCK STAIR WIDTH PROVIDED: 66" EACH

MAX. TRAVEL DISTANCE TO EXITSMAXIMUM TRAVEL DISTANCE TO EXITS (1017.2 SPRINKLERED BUILDING)

S-1/STORAGE (MODERATE-HAZARD WAREHOUSE)...................... 400 FEET MAX.

EGRESS ANALYSIS LEGEND

N

SCALE: 1" = 30'-0"1

OCCUPANCY AND EGRESS PLAN

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

26

'-0

"

13

0'-0

"

26'-0"

30

'-6

"

26'-0"

26'-0"

26

'-0

"

20'-0"

102

100

TYP.

101103

TYP.

104

105

TYP.

106

108

107

108

107 109

100. PROPERTY LINE.

101. ACCESSIBLE ENTRY SIGNAGE.

102. VAN ACCESSIBLE PARKING STALL WITH SIGNAGE.

103. PAINTED PARKING STRIPING PER CITY STANDARDS. 2'-0" PARKING OVERHANG.

104. ACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE.

105. LANDSCAPE AND IRRIGATION AREA.

106. ACCESSIBLE CURB RAMP WITH TRUNCATED DOMES.

107. CONCRETE RAMP.

108. CONCRETE RETAINING WALL.

109. CONCRETE PAVEMENT. .

PROPOSED BUILDING

340,750 SF

WEST MARKET STREET

GU

ILFO

RD

CO

LLE

GE

RO

AD

FIRE LANE (HATCHED)

POLE MOUNTED LIGHT FIXTURE.

WALLPACK LIGHT FIXTURE.

1 PARKING STALL COUNT TOTAL

DOCK HIGH TRUCK DOOR

GRADE LEVEL TRUCK DOOR

FUTURE DOCK HIGH TRUCK DOOR

FIRE HYDRANT

P.I.V. WITH TAMPER

TRANSFORMER WITH CONCRETE PAD. (PROVIDE PROTECTION BOLLARDS PER LOCAL UTILITY OR PUBLIC WORK STANDARDS)

T

ACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE.

LANDSCAPE AND IRRIGATION AREA.

PROPERTY LINE.

13

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30

0W

Wa

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n, D

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00

05

P 2

02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

SIT

E P

LA

N (

FO

R R

EF

ER

EN

CE

ON

LY

)

A1.1

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

RO

,N

OR

TH

CA

RO

LIN

A 2

7409

NN

KEY PLAN

SCALE: 1" = 50'-0"1

SITE PLAN0 25' 50' 100' 250'

1"=50'


KEYNOTES:

LEGEND

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

1

1

3

3

C C

A A

2

A4.2

1

A4.1

5

A4.3

3

A4.2

B B

2

2

4

4

5

5

6

6

7

7

8

8

9

9

10

10

11

11

12

12

13

13

14

14

15

15

16

16

17

17

18

18

19

19

D D

E E

F F

G G

H H

ELECTRICAL

ROOM

101

SPRINKLER

ROOM

102

WAREHOUSE

100

36

0'-0

"

50

'-0

"5

0'-0

"5

0'-0

"5

0'-0

"5

0'-0

"5

0'-0

"6

0'-0

"

950'-0"

43'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 43'-0"

A2.1 A2.2

A2.3A2.4

4

A4.2

2

A5.0

2

A5.0

1

A5.0

1

A5.0


13

01

K S

tre

et

NW

, S

uit

e #

30

0W

Wa

sh

ingto

n, D

.C. 2

00

05

P 2

02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

OV

ER

ALL

FL

OO

R P

LA

N

A2.0

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

RO

,N

OR

TH

CA

RO

LIN

A 2

7409

SCALE: 1" = 30'-0"1

OVERALL FLOOR PLAN0 15' 30' 60' 150'

1"=30' N

LEGEND

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

CONCRETE WALL

CONCRETE MASONRY WALL


1 32 4 5 6 7 8 9 10

D

E

F

G

H

43'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0"

WAREHOUSE

100

50

'-0

"5

0'-0

"5

0'-0

"5

0'-0

"

SE

E:

FO

R C

ON

TIN

UA

TIO

N

1 / A

2.2

2S

EE

:

FO

R C

ON

TIN

UA

TIO

N

1 / A

2.2

2

SEE:

FOR CONTINUATION

1 / A2.4 SEE:

FOR CONTINUATION

1 / A2.4

A6.13

A6.35

W100 W101

97'-0" 12'-0" 8'-0" 12'-0" 12'-6" 10'-0" 12'-6" 12'-0" 8'-0" 12'-0" 12'-0" 8'-0" 12'-0" 12'-6" 10'-0" 12'-6" 12'-0" 8'-0" 12'-0" 12'-0" 8'-0" 12'-0" 12'-6" 10'-0" 12'-6" 12'-0" 8'-0" 12'-0" 12'-0" 8'-0" 12'-0" 12'-6" 10'-0" 12'-6" 12'-0" 8'-0" 12'-0"

15'-10"3'-4"

15'-10"1'-8" 5'-6" 6'-0" 5'-6" 1'-8"

20

'-7

"1

8'-5

"1

1'-0

"9

'-11

"8

'-0

"1

2'-0

"1

2'-0

"8

'-0

"1

2'-0

"1

2'-0

"8

'-0

"1

2'-0

"1

2'-0

"8

'-0

"1

2'-0

"1

2'-0

"8

'-0

"1

2'-0

"

14

'-4

"3

'-4

"3

7'-7

"3

'-4

"1

4'-0

"4

'-5

"

W129

W130

P.J.

F.O.C.

F.O.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J.

P.J.

P.J.

TYP.

201

202

212

14

'-4

"3

'-4

"

W128

W102 W103 W104

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

15'-10" 3'-4" 15'-10" 15'-10" 3'-4" 15'-10" 15'-10" 3'-4" 15'-10"

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

201 STRUCTURAL STEEL COLUMN REFER TO STRUCTURE DRAWINGS.

202 7" CONCRETE SLAB. REFER TO STRUCTURAL AND SHEET A0.2.

208 OUTLINE OF CANOPY ABOVE.

212 PROVIDE 10 MIL VAPOR BARRIER INCLUDED THROUGHOUT. REFER TO A0.2,ENVELOPE ASSEMBLY NOTES.

218 PROVIDE KNOX BOX AT FRONT ENTRANCE AND AT THE FACP ROOM DOOR.LOCATION TO BE VERIFIED WITH A.H.J.

N

N

NOT TO SCALE

LEGEND

WALL LEGEND


KEYNOTES:

A2.1

A2.3

1 19

191

H

D

H

D

10

10

A A

A2.2

A2.4

KEY PLAN

13

01

K S

tre

et

NW

, S

uit

e #

30

0W

Wa

sh

ingto

n, D

.C. 2

00

05

P 2

02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

PA

RT

IAL F

LO

OR

PL

AN

A2.1

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

RO

,N

OR

TH

CA

RO

LIN

A 2

7409

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

PARTIAL FLOOR PLAN0 8' 16' 32' 64'

1/16"=1'-0"

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

10 11 12 13 14 15 16 17 18 19

D

E

F

G

H

50

'-0

"5

0'-0

"5

0'-0

"5

0'-0

"

54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 43'-0"

WAREHOUSE

100

SE

E:

FO

R C

ON

TIN

UA

TIO

N

1 / A

2.2

2S

EE

:

FO

R C

ON

TIN

UA

TIO

N

1 / A

2.2

2

SEE:

FOR CONTINUATION

1 / A2.3 SEE:

FOR CONTINUATION

1 / A2.3

W109

12'-0" 8'-0" 12'-0" 12'-0" 8'-0" 12'-0" 12'-6" 10'-0" 12'-6" 12'-0" 8'-0" 12'-0" 12'-0" 8'-0" 12'-0" 12'-6" 10'-0" 12'-6" 12'-0" 8'-0" 12'-0" 12'-0" 8'-0" 12'-0" 12'-6" 10'-0" 12'-6" 12'-0" 8'-0" 12'-0" 12'-0" 8'-0" 12'-0" 12'-6" 10'-0" 12'-6" 8'-4" 7'-4" 25'-3"

52'-1"

5'-5" 6'-1" 5'-6"

1'-8"

20

'-7

"1

2'-9

"1

4'-0

"1

3'-0

"1

3'-6

"1

3'-6

"1

3'-6

"1

3'-6

"1

3'-6

"1

3'-6

"1

3'-6

"1

3'-6

"1

3'-6

"1

3'-6

"1

3'-6

"

P.J.

P.J.

F.O.C.

F.O.C.

P.J.

P.J.

P.J.

P.J.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

TYP.

201

202

212

P.J.

P.J

.

W105 W106

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

W107 W108

P.J

.

P.J

.

P.J

.

P.J

.

W111

W112

W110

7'-8

"3

'-4

"1

6'-0

"

15'-10" 3'-4" 15'-10"15'-10" 3'-4" 15'-10"15'-10" 3'-4" 15'-10"

15'-10" 3'-4" 15'-10"

5'-1

"3

'-4

"1

8'-7

"

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

CONCRETE WALL



13

01

K S

tre

et

NW

, S

uit

e #

30

0W

Wa

sh

ingto

n, D

.C. 2

00

05

P 2

02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

PA

RT

IAL F

LO

OR

PL

AN

A2.2

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

RO

,N

OR

TH

CA

RO

LIN

A 2

7409





218 PROVIDE KNOX BOX AT FRONT ENTRANCE AND AT THE FACP ROOM DOOR.LOCATION TO BE VERIFIED WITH A.H.J.

N

N

NOT TO SCALE

LEGENDSEE SHEET A0.2 FOR GENERAL NOTES

KEYNOTES: KEY PLAN

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


1/16"=1'-0"

A2.1

A2.3

1 19

191

H

D

H

D

10

10

A A

A2.2

A2.4

WALL LEGEND

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

C

A

B

10 11 12 13 14 15 16 17 18 19

D

ELECTRICAL

ROOM

101

SPRINKLER

ROOM

102

50

'-0

"5

0'-0

"6

0'-0

"

54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 43'-0"

SEE:

FOR CONTINUATION

1 / A2.2 SEE:

FOR CONTINUATION

1 / A2.2

SE

E:

FO

R C

ON

TIN

UA

TIO

N

1 / A

2.5

SE

E:

FO

R C

ON

TIN

UA

TIO

N

1 / A

2.5

W116W117W118

101

W200W201W202W203W204W205W211

13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 10'-6" 16'-6" 12'-0" 8'-0" 12'-0" 12'-0" 8'-0" 12'-0" 12'-0" 8'-0" 12'-0" 12'-0" 8'-0" 12'-0" 7'-0"

16'-5

"

13'-6

"

13'-7

"

13'-5

"

13'-6

"

13

'-6

"1

3'-6

"1

3'-6

"1

3'-6

"1

3'-6

"1

3'-6

"1

3'-6

"1

3'-6

"1

3'-6

"1

3'-6

"6

'-8

"5

0'-0

"

WAREHOUSE

100

2'-3"

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

2'-3"

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

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

P.J

.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

TYP.

201

202

212

TYP.

226

224

TYP.

225

TYP.

223 209

210

207W207W208W209W210

W121 W120

W218 W212

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

135.0

0°

135.00°

A6.54

9'-0" 7'-4"

3'-4"

5'-1" 9'-0" 4'-6" 9'-0" 9'-0" 4'-6" 9'-0"

2'-3"

5'-1"

3'-4"

59'-1"9'-0" 9'-0" 4'-6" 9'-0" 9'-0" 7'-4"

3'-4"

2'-1"

1'-10"

12'-0" 2'-8" 23'-10" 3'-4" 4'-10"

3'-10"

6'-4" 13'-5"

3'-4"

5'-1"

2'-3" 2'-3"2'-3" 2'-3"2'-3" 2'-3"2'-3" 2'-3" 2'-3"

A8.211

TYP.

205

TYP.

206

W112

W113

W114

W115

W206

W119

W213W214W215W216W217

5'-1

"3

'-4

"1

8'-7

"5

'-1

"3

'-4

"1

8'-7

"

5'-1

"

3'-4

"

2'-3"

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

2'-3" 2'-3"

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

2'-3"

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

2'-3"

9'-0" 7'-4"

3'-4"

5'-1"

F.O

.C.

F.O

.C.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

CONCRETE WALL



13

01

K S

tre

et

NW

, S

uit

e #

30

0W

Wa

sh

ingto

n, D

.C. 2

00

05

P 2

02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

PA

RT

IAL F

LO

OR

PL

AN

A2.3

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

RO

,N

OR

TH

CA

RO

LIN

A 2

7409



205 EXTERIOR STEEL STAIR, ALL COMPONENTS GALVANIZED.

206 8" STEEL BOLLARD, CONCRETE-FILLED AND PAINTED SAFETY YELLOW.

207 ROOF ACCESS LADDER WITH FALL ARREST SYSTEM.

209 CONCRETE RAMP.

210 CONCRETE RETAINING WALL.


223 DOCK BUMPERS.

224 HIGH LIFT OVERHEAD SECTIONAL DOOR, REFER TO A0.2, ENVELOPEASSEMBLY NOTES.

225 HIGH LIFT OVERHEAD SECTIONAL DOOR (12' x 14' D.I.D), REFER TO A0.2,ENVELOPE ASSEMBLY NOTES.

226 SERVICE/MAN DOORS, COLOR: TO MATCH ADJACENT CONCRETEPANELCOLOR.

N

N

NOT TO SCALE


KEYNOTES: KEY PLAN

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


1/16"=1'-0"

A2.1

A2.3

1 19

191

H

D

H

D

10

10

A A

A2.2

A2.4

WALL LEGEND

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

1 3

C

A

B

2 4 5 6 7 8 9 10

D

WAREHOUSE

100

50

'-0

"5

0'-0

"6

0'-0

"

43'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0"

SEE:

FOR CONTINUATION

1 / A2.1SEE:

FOR CONTINUATION

1 / A2.1

SE

E:

FO

R C

ON

TIN

UA

TIO

N

1 / A

2.5

SE

E:

FO

R C

ON

TIN

UA

TIO

N

1 / A

2.5

W123W126

W225W226W227W230W236W237W238W239W240W241W243W244W245W246

W247

10" 4'-1" 12'-0" 4'-11"

3'-4"

4'-11" 12'-0" 11'-9" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6"

9'-0"

10

'-7

"1

3'-6

"1

2'-0

"8

'-0

"1

2'-0

"1

2'-0

"8

'-0

"1

2'-0

"1

2'-0

"8

'-0

"1

2'-0

"1

2'-0

"8

'-0

"1

2'-0

"1

2'-0

"8

'-0

"1

2'-0

"

P.J.

P.J.

P.J.

P.J.

P.J.

F.O.C.

F.O

.C.

F.O

.C.

F.O

.C.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

TYP.

201

202

212

TYP.

225

TYP.

223

209

TYP.

210

224

TYP.

226

W224 W222 W221 W220 W219

P.J

.

P.J

.

P.J

.

P.J

.

P.J

.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

9'-0" 4'-6" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 7'-4"

3'-4"

5'-1" 9'-0" 4'-6" 9'-0" 9'-0" 4'-6" 9'-0" 9'-0" 9'-0"

2'-3"

2'-3"

2'-3"2'-3"

2'-3"

2'-3"

2'-3"

2'-3"

2'-3"

2'-3"2'-3"

2'-3"

2'-3"

2'-3"

5'-1"

2'-3"

2'-3"

2'-3"

2'-3"

2'-3"

2'-3"

2'-3"2'-3"

3'-6"

9'-0" 9'-0"

A8.211

W121W122

W218W223W228W229W231W232W233W234W235

W125 W124

W127

W128

W242

2'-4

"3

'-4

"2

'-4

"

P.J

.

P.J

.

P.J

.

P.J

.

9'-0" 9'-0" 9'-0" 9'-0" 9'-0"5'-1"

3'-4"

5'-1"

2'-3"

2'-3"

2'-3"

2'-3"

2'-3"2'-3"

2'-3"

2'-3"

2'-3"2'-3"2'-3"

2'-3"

2'-3"

9'-0"9'-0"

2'-3"

2'-3"

9'-0"

2'-3"

2'-3"

2'-3" 5'-1"

9'-0" 3'-4"

2'-3" 2'-3"

2'-3"

9'-0"9'-0"

2'-3"

2'-3"

2'-3"

2'-3"

9'-0"

3'-4"

5'-1"

2'-3"

5'-1"

2'-3"

2'-3"

2'-3"

2'-3"

2'-3"

2'-3"

9'-0"

2'-3"

2'-3"

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

P.J

.

P.J

.

P.J

.

P.J

.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

2'-4

"3

'-4

"2

'-4

"

CONCRETE WALL



13

01

K S

tre

et

NW

, S

uit

e #

30

0W

Wa

sh

ingto

n, D

.C. 2

00

05

P 2

02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

PA

RT

IAL F

LO

OR

PL

AN

A2.4

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

RO

,N

OR

TH

CA

RO

LIN

A 2

7409



209 CONCRETE RAMP.

210 CONCRETE RETAINING WALL.


223 DOCK BUMPERS.




N

N

NOT TO SCALE


KEYNOTES: KEY PLAN

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


1/16"=1'-0"

A2.1

A2.3

1 19

191

H

D

H

D

10

10

A A

A2.2

A2.4

WALL LEGEND

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

1

1

3

3

C C

A A

2

A4.2

1

A4.1

5

A4.3

3

A4.2

B B

2

2

4

4

5

5

6

6

7

7

8

8

9

9

10

10

11

11

12

12

13

13

14

14

15

15

16

16

17

17

18

18

19

19

D D

E E

F F

G G

H H

36

0'-0

"

50

'-0

"5

0'-0

"5

0'-0

"5

0'-0

"5

0'-0

"5

0'-0

"6

0'-0

"

950'-0"

43'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 43'-0"

4

A4.2

2

A5.0

2

A5.0

1

A5.0

1

A5.0

SLO

PE

1/4

" P

ER

FO

OT

MIN

.

SLO

PE

1/4

" P

ER

FO

OT

MIN

.

TYP.

306304

301301

RIDGE LINERIDGE LINE

SLO

PE

1/2

" P

ER

FO

OT

MIN

.

37'-0 3/4" 37'-0 3/4" 37'-0 3/4" 37'-0 3/4" 37'-0 3/4" 37'-0 3/4" 37'-0 3/4" 37'-0 3/4" 37'-1"

39'-6 1/2" 39'-6 1/2" 39'-6 1/2" 39'-6 1/2" 39'-6 1/2"39'-6 1/2"39'-6 1/2"39'-6 1/2"39'-6 1/2" 39'-6 1/2"39'-6 1/2"39'-6 1/2"39'-6 1/2"39'-6 1/2" 39'-6 1/2"39'-6 1/2"

39'-6 1/2" 39'-6 1/2" 39'-6 1/2"39'-6 1/2"39'-6 1/2"39'-6 1/2"39'-6 1/2"39'-6 1/2"

40'-7" 40'-7" 40'-7" 40'-7" 40'-7" 40'-7" 40'-7" 40'-7"

40'-7" 39'-7" 40'-7" 39'-7" 40'-7"39'-7"40'-7"39'-7"39'-7" 40'-7"40'-7"39'-7"40'-7"40'-7" 39'-7"

40'-7" 40'-7" 40'-7"40'-7"40'-7"40'-7"40'-7"40'-7" 40'-7"

40'-6 3/4"

39'-6 1/2"

39'-6 1/2"

39'-5 1/4"

39'-6 1/2"

DN SPT

DN SPT

DN SPT

DN SPT

DN SPT

DN SPT

DN SPT

DN SPT

DN SPT

DN SPT

DN SPT

DN SPT

DN SPT

DN SPT

DN SPT

DN SPT

RDRD

13

01

K S

tre

et

NW

, S

uit

e #

30

0W

Wa

sh

ingto

n, D

.C. 2

00

05

P 2

02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

RO

OF

PL

AN

A3.1

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

RO

,N

OR

TH

CA

RO

LIN

A 2

7409

301 60MIL FULLY ADHERED TPO ROOF ASSEMBLY, REFER TO A0.2.

304 30" X 36" ROOF HATCH. VERIFY ROOF JOIST LOCATIONS WITH STRUCTURALDRAWINGS. ROOF HATCH TO BE MIN. OF 10'-0" FROM ROOF EDGE. TAPEREDINSULATION AROUND THE HATCH TO MAINTAIN POSITIVE DRAINAGE.

306 LINE OF WALL BELOW.


KEYNOTES:T.O.P. = TOP OF PARAPETH.P. = TOP OF ROOFING - HIGH POINTM.P. = TOP OF ROOFING - MID POINTL.P.= TOP OF ROOFING - LOW POINT

ABBREVIATIONS

N

SCALE: 1" = 30'-0"1

ROOF PLAN0 15' 30' 60' 150'

1"=30'

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

F.F.E.0"

T.O.P.45'-0"

13 245678910111213141516171819

SEE ELEVATION 4ASEE ELEVATION 4B

T.O.P.40'-6"

T.O.P.42'-0"

F.F.E.0"

T.O.P.45'-0"

13 245678910

TYP.

401415

414

405

TYP.

403

TYP.

403 AED

1'-0

"

1'-0

"

TYP.

417

T.O.P.40'-6"

T.O.P.42'-0"

1'-0

"

TYP.

409

TYP.

438

TYP.

437

F.F.E.0"

10111213141516171819

TYP.

401TYP.

416

TYP.

404

TYP.

403

TYP.

403

TYP.

405

423

ED

TYP.

417

T.O.P.42'-0"

T.O.P.42'-0"

2'-0

"

1'-0

"

TYP.

409

TYP.

438TYP.

437

A

B

BASE COLOR: XXX

PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW.

SECONDARY COLOR: XXX

COLORS:

C ACCENT COLOR: XXX

VISION GLASS

SPANDREL GLASS

TEMPERED GLASS

GLASS:

13

01

K S

tre

et

NW

, S

uit

e #

30

0W

Wa

sh

ingto

n, D

.C. 2

00

05

P 2

02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

EX

TE

RIO

R E

LE

VA

TIO

NS

A4.1

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

RO

,N

OR

TH

CA

RO

LIN

A 2

7409

SCALE: 1" = 30'-0"1

OVERALL NORTH EXTERIOR ELEVATION

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

PARTIAL NORTH EXTERIOR ELEVATION

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

PARTIAL NORTH EXTERIOR ELEVATION

N

NOT TO SCALE

401 PRE-CAST CONCRETE WALL, PAINTED.

403 1 1/2" V-REVEAL.

404 CONCRETE WALL JOINT.

405 ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED DOUBLE PANELTINTED GLASS REFER TO A0.2, ENVELOPE ASSEMBLY NOTES.

409 PRE-FINISH ALUMINUM COLLECTOR BOX AND DOWNSPOUT WITHPROTECTION. COLOR TO MATCH.

414 FINISH GRADE VARIES REFER TO CIVIL DRAWINGS.

415 LINE OF ROOF BEYOND.

416 STOREFRONT SYSTEM WINDOW/ CLERESTORY WINDOW REFER TO A0.2,ENVELOPE ASSEMBLY NOTES.

417 SERVICE/MAN DOOR, PAINTED TO MATCH ADJACENT WALL.

423 FINISH LINE VARIES, REFER TO CIVIL FOR GRADE ELEVATIONS.

437 PRE-CAST TREXTURED CONCRETE WALL PANEL, PAINTED.

438 PRE-CAST CONCRETE ENTRANCE PANELS, PAINTED.


LEGEND KEYNOTES: KEY PLAN

0 15' 30' 60' 150'

1"=30'

0 8' 16' 32' 64'

1/16"=1'-0"

11 19

191

H

D

H

D

10

10

A A

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

F.F.E.0"

CA B D E F G H

415

423

405TYP.

401

TYP.

403

TYP.

404

E

T.O.P.40'-6"

T.O.P.42'-0"

TYP.

437

F.F.E.0"

C ABDEFGH

TYP.

401

TYP.

416TYP.

403

TYP.

404

TYP.

405

423

TYP.

417

A EB

T.O.P.40'-6"

T.O.P.42'-0"

2'-0

"

1'-0

"

1'-0

"

1'-0

"

1'-0

"

1'-6

"

TYP.

437

F.F.E.0"

TYP.

401 417

TYP.

404?E

T.O.P.42'-0"

A

B

BASE COLOR: XXX



COLORS:

C ACCENT COLOR: XXX

VISION GLASS

SPANDREL GLASS

TEMPERED GLASS

GLASS:

13

01

K S

tre

et

NW

, S

uit

e #

30

0W

Wa

sh

ingto

n, D

.C. 2

00

05

P 2

02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

EX

TE

RIO

R E

LE

VA

TIO

NS

A4.2

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

RO

,N

OR

TH

CA

RO

LIN

A 2

7409

0 8' 16' 32' 64'

1/16"=1'-0"

0 8' 16' 32' 64'

1/16"=1'-0"

N

NOT TO SCALE


403 1 1/2" V-REVEAL.










SCALE: 1/16" = 1'-0"2

EAST EXTERIOR ELEVATION

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

WEST EXTERIOR ELEVATION

SCALE: 1/16" = 1'-0"4

SOUTHEAST EXTERIOR ELEVATION

23

1 19

191

H

D

H

D

4

10

10

A A

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

F.F.E.0"

T.O.P.45'-0"

1 32 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19


T.O.P.40'-6"

T.O.P.42'-0"

F.F.E.0"

10 11 12 13 14 15 16 17 18 19

TYP.

401 TYP.

416

TYP.

417

TYP.

403

TYP.

403415

TYP.

206

TYP.

205

TYP.

426TYP.

430209

423

A

?B

0"

1'-6

"

1'-0

"

1'-0

"

1'-0

"

T.O.P.40'-6"

TYP.

409

F.F.E.0"

1 32 4 5 6 7 8 9 10

423

209

415

TYP.

416

TYP.

410430

TYP.

417

TYP.

404

1'-0

"

1'-0

"

T.O.P.40'-6"1

'-0

"

TYP.

409

VISION GLASS

SPANDREL GLASS

TEMPERED GLASS

GLASS:

A

B

BASE COLOR: XXX



COLORS:

C ACCENT COLOR: XXX

13

01

K S

tre

et

NW

, S

uit

e #

30

0W

Wa

sh

ingto

n, D

.C. 2

00

05

P 2

02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

EX

TE

RIO

R E

LE

VA

TIO

NS

A4.3

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

RO

,N

OR

TH

CA

RO

LIN

A 2

7409

N

NOT TO SCALE



209 CONCRETE RAMP.


403 1 1/2" V-REVEAL.


409 PRE-FINISH ALUMINUM COLLECTOR BOX AND DOWNSPOUT WITHPROTECTION. COLOR TO MATCH.

410 DOCK BUMPER.





426 VERTICAL LIFT OVERHEAD SECTIONAL DOOR.




0 15' 30' 60' 150'

1"=30'

0 8' 16' 32' 64'

1/16"=1'-0"

SCALE: 1" = 30'-0"5

OVERALL SOUTH EXTERIOR ELEVATION

SCALE: 1/16" = 1'-0"5A

PARTIAL SOUTH EXTERIOR ELEVATION

SCALE: 1/16" = 1'-0"5B

PARTIAL SOUTH EXTERIOR ELEVATION

5

1 19

191

H

D

H

D

10

10

A A

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

F.F.E.0"

CA B D E F G H

WAREHOUSE

100

CL

EA

R H

EIG

HT

36

'-0

"

202

301

TYP.

501

TYP.

201

TYP.

502

T.O.P.40'-6"

F.F.E.0"

1 32 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19


WAREHOUSE

100

T.O.P.42'-0"

T.O.P.42'-0"

36

'-0

"

F.F.E.0"

1 32 4 5 6 7 8 9 10

WAREHOUSE

100

CL

EA

R H

EIG

HT

36

'-0

"

301

202

TYP.

201

TYP.

501

TYP.

502

T.O.P.42'-0"

F.F.E.0"

10 11 12 13 14 15 16 17 18 19

WAREHOUSE

100

SPRINKLER

ROOM

102

ELECTRICAL

ROOM

101

CL

EA

R H

EIG

HT

36

'-0

"

TYP.

201

202

TYP.

501

301

TYP.

502

T.O.P.42'-0"

T.O.P.42'-0"

13

01

K S

tre

et

NW

, S

uit

e #

30

0W

Wa

sh

ingto

n, D

.C. 2

00

05

P 2

02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

BU

ILD

ING

SE

CT

ION

S

A5.0

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

RO

,N

OR

TH

CA

RO

LIN

A 2

7409

N

NOT TO SCALE




501 STRUCTURAL STEEL JOIST.

502 CONCRETE FOOTING.


KEYNOTES: KEY PLAN

0 8' 16' 32' 64'

1/16"=1'-0"

SCALE: 1/16" = 1'-0"2

BUILDING SECTION

SCALE: 1" = 30'-0"1

OVERALL BUILDING SECTION

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

PARTIAL BUILDING SECTION

0 15' 30' 60' 150'

1"=30'

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

OVERALL BUILDING SECTION

1 19

191

H H

1 1

10

10

A A

2

2

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

13 2

H

WAREHOUSE

100

43'-0"54'-0"

52'-1"1'-8"17'-0"26'-3"

4'-3"1'-2"6'-0"1'-2"4'-3" 4'-11"4'-8"4'-8"4'-8"4'-8"4'-8"4'-8"4'-8"4'-8"4'-8"4'-9"

P.J

.

F.O

.C.

F.O

.C.

F.O

.C.

C.O

.M.

F.O

.M.

F.O

.M.

C.O

.M.

F.O

.C.

F.O

.C.

C.O

.M.

C.O

.M.

C.O

.M.

C.O

.M.

C.O

.M.

C.O

.M.

C.O

.M.

C.O

.M.

C.O

.M.

C.O

.M.

F.O

.M.

W100

202

212

208

TYP.

401

A8.23

A7.15

A8.32

A8.31

13 23

A6.2

2

A6.2

1

A6.2

423

TYP.

404

TYP.

405

E

TYP.

437

TYP.

438

13 2

H

43'-0"54'-0"

9'-1"20'-4"24'-7"

4'-1

"4

'-11

"

CONCRETE WALL


VISION GLASS

SPANDREL GLASS

TEMPERED GLASS

GLASS:

A

B

BASE COLOR: XXX



COLORS:

C ACCENT COLOR: XXX

13

01

K S

tre

et

NW

, S

uit

e #

30

0W

Wa

sh

ingto

n, D

.C. 2

00

05

P 2

02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

EN

LA

RG

ED

ELE

VA

TIO

N,

PL

AN

AN

D W

AL

LS

EC

TIO

NS

A6.1

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

RO

,N

OR

TH

CA

RO

LIN

A 2

7409

SCALE: 1/4" = 1'-0"3

ENLARGED FLOOR PLAN









438 PRE-CAST CONCRETE ENTRANCE PANELS, PAINTED.

N


WALL LEGEND

LEGEND

KEYNOTES:

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

ENLARGED EXTERIOR ELEVATION

SCALE: 1/4" = 1'-0"2

ENLARGED ENTRY CANOPY SOFFIT PLAN

0 2' 4' 8' 16'

1/4"=1'-0"

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

F.F.E.0"

H

T.O.P.44'-0"

44

'-0

"

5'-0

"5

'-0

"5

'-0

"5

'-0

"5

'-0

"5

'-0

"5

'-0

"5

'-0

"4

'-0

"

C.O.R.

C.O.R.

C.O.R.

C.O.R.

C.O.R.

C.O.R.

C.O.R.

C.O.R.

T.O.C.

F.F.E.0"

H

T.O.P.44'-0"

1'-8

"7

'-3

"1

'-8

"9

'-0

"

15

'-0

"1

'-11

"2

7'-1

"

5'-0

"5

'-0

"

C.O.R.

T.O.C.

T.O.CA.

B.O.C.

C.O.M.

C.O.M.

C.O.M.

B.O.M.

TYP.

502

TYP.

505

A8.12

TYP.

A7.14

TYP.

403

C.O.R.

C.O.R.

F.F.E.0"

H

T.O.P.44'-0"

CL

EA

R H

EIG

HT

36

'-0

"

WAREHOUSE

100

5'-0

"5

'-0

"1

6'-0

"0

"7

'-4

"1

'-8

"9

'-0

"

C.O.R.

T.O.C.

B.O.C.

B.O.C.

C.O.R.

C.O.M.

C.O.M.

TYP.

301

TYP.

501

TYP.

202

405

TYP.

401

A8.13

A8.31

A8.34

A8.32

44

'-0

"

C.O.R.

CONCRETE WALL


13

01

K S

tre

et

NW

, S

uit

e #

30

0W

Wa

sh

ingto

n, D

.C. 2

00

05

P 2

02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

WA

LL S

EC

TIO

NS

A6.2

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

RO

,N

OR

TH

CA

RO

LIN

A 2

7409

SCALE: 1/4" = 1'-0"3

WALL SECTIONSCALE: 1/4" = 1'-0"

2WALL SECTION

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

WALLSECTION




403 1 1/2" V-REVEAL.




505 CONTINUOUS RIGID INSULATION BOARD REFER TO A0.2.


WALL LEGEND KEYNOTES:

0 2' 4' 8' 16'

1/4"=1'-0"

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

1

GH

WAREHOUSE

100

50'-0"

7'-8"3'-4" 8'-0"9'-11"25'-0"4'-5"20'-7"

F.O

.M.

C.O

.M.

C.O

.M.

C.O

.M.

C.O

.M.

F.O

.C.

F.O

.C.

W130

202

212

TYP.

401

405

A8.28

A8.32

A8.31

A8.23

2'-1"

4'-1" 4'-1" 4'-1" 4'-1" 4'-1"

GH4

A6.3

3

A6.3

2

A6.3

E

A

?TYP.

401415

405

417

423

TYP.

403

TYP.

403TYP.

404

TYP.

437

F.F.E.0"

1

8'-0

"5

'-0

"

12

'-6

"3

'-0

"5

'-0

"

C.O.R.

B.O.C.

T.O.C.

C.O.R.

B.O.C.

CL

EA

R H

EIG

HT

36

'-0

"

WAREHOUSE

100

TYP.

301

416

A8.13

A8.31

A8.34

T.O.P.42'-0"

F.F.E.0"

1

T.O.P.44'-0"

5'-0

"5

'-0

"5

'-0

"7

'-2

"0

"

C.O.R.

C.O.R.

C.O.R.

TYP.

403TYP.

501

A8.21

TYP.

44

'-0

"

F.F.E.0"

1

T.O.P.44'-0"

8'-0

"3

6'-0

"

7'-4

"1

'-8

"9

'-0

"

T.O.R.

B.O.C.

B.O.C.

B.O.C.

C.O.R.

C.O.M.

C.O.M.

TYP.

202

TYP.

502TYP.

505

405

A8.32

A8.34

A8.31

A8.12

TYP.

CONCRETE WALL


VISION GLASS

SPANDREL GLASS

TEMPERED GLASS

GLASS:

13

01

K S

tre

et

NW

, S

uit

e #

30

0W

Wa

sh

ingto

n, D

.C. 2

00

05

P 2

02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

EN

LA

RG

ED

ELE

VA

TIO

N,

PL

AN

AN

D W

AL

LS

EC

TIO

NS

A6.3

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

RO

,N

OR

TH

CA

RO

LIN

A 2

7409





403 1 1/2" V-REVEAL.












WALL LEGEND

LEGEND

KEYNOTES:

SCALE: 1/4" = 1'-0"5

ENLARGED FLOOR PLANN

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

ENLARGED EXTERIOR ELEVATIONSCALE: 1/4" = 1'-0"

2WALL SECTION

SCALE: 1/4" = 1'-0"3


4WALL SECTION

0 2' 4' 8' 16'

1/4"=1'-0"

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

12 13 152

A6.4

3

A6.44

A6.4

AE

B

415

TYP.

401

TYP.

416

TYP.

403

TYP.

403

1'-0

"

1'-0

"

1'-6

" 0" T.O.P.

40'-6"

T.O.P.42'-0"

F.F.E.0"

A

CL

EA

R H

EIG

HT

36

'-0

"

WAREHOUSE

100

26

'-6

"1

4'-0

"

2'-6

"1

2'-6

"5

'-0

"5

'-0

"1

'-6

"

C.O.R.

C.O.R.

C.O.R.

C.O.R.

B.O.C.

TYP.

301

TYP.

202

430

A8.21

TYP.

A7.16

A7.18

A8.13

206

T.O.P.40'-6"

F.F.E.0"

A

30

'-6

"1

0'-0

"

6'-6

"1

2'-6

"5

'-0

"5

'-0

"1

'-6

"

C.O.R.

C.O.R.

C.O.R.

C.O.R.

B.O.C.

TYP.

403

TYP.

501

426

410

A8.21

TYP.

A8.119

A7.110

T.O.P.40'-6"

F.F.E.0"

A

5'-6

"5

'-0

"2

1'-10

"7

'-2

"

12

'-6

"9

'-4

"5

'-0

"5

'-0

"

B.O.C.

C.O.R.

T.O.C.

B.O.C.

206

205

TYP.

502

TYP.

505

416

417

A8.212

A7.11

A7.12

A8.31

A8.34

T.O.P.40'-6"

VISION GLASS

SPANDREL GLASS

TEMPERED GLASS

GLASS:

CONCRETE WALL


A

12

15

5'-1" 3'-4" 7'-4" 9'-0" 2'-3"

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

P.J

.

P.J

.

W120 W211 W201 W200W118

WAREHOUSE

100

202

212

209

TYP.

206

205

226 223

224

225

2'-3" 9'-0" 2'-3" 5'-1" 3'-4" 2'-1" 1'-10" 12'-0" 2'-8"

A8.211

A7.17

A8.23

A8.117

F.O

.C.

F.O

.C.

P.J

.

P.J

.

P.J

.

P.J

.

13

01

K S

tre

et

NW

, S

uit

e #

30

0W

Wa

sh

ingto

n, D

.C. 2

00

05

P 2

02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

EN

LA

RG

ED

ELE

VA

TIO

N,

PL

AN

AN

D W

AL

LS

EC

TIO

NS

A6.4

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

RO

,N

OR

TH

CA

RO

LIN

A 2

7409




209 CONCRETE RAMP.


223 DOCK BUMPERS.






403 1 1/2" V-REVEAL.

410 DOCK BUMPER.




426 VERTICAL LIFT OVERHEAD SECTIONAL DOOR.






KEYNOTES:

WALL LEGEND

LEGEND

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

ENLARGED EXTERIOR ELEVATIONSCALE: 1/4" = 1'-0"

2WALL SECTION

SCALE: 1/4" = 1'-0"3


4WALL SECTION

SCALE: 1/4" = 1'-0"5


0 2' 4' 8' 16'

1/4"=1'-0"

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

VISION GLASS

SPANDREL GLASS

TEMPERED GLASS

GLASS:

CONCRETE WALL


16

?E

?

415

TYP.

401TYP.

416

TYP.

417

TYP.

403

TYP.

403

A

16

ELECTRICAL

ROOM

101

SPRINKLER

ROOM

102

3

A6.5

2

A6.5

W117 W116

101

16

'-6

"

CLEAR

22'-6"

CLEAR

16'-9"

CL

EA

R

31

'-10

"

8'-4"

3'-4" 4'-10" 3'-10" 6'-4"

F.O

.C.

F.O

.C.

F.O

.C.

F.O

.C.

P.J

.

207

TYP.

202

TYP.

202

TYP.

401

TYP.

226

A8.25

F.F.E.0"

ROOF40'-0"

16

SPRINKLER

ROOM

102

ELECTRICAL

ROOM

101

301

304

207

202

502

A8.110

T.O.P.40'-6"

T.O.P.42'-0"

F.F.E.0"

T.O.P.45'-0"

A

ELECTRICAL

ROOM

101

CL

EA

R H

EIG

HT

36

'-0

"

501

207

304

301

TYP.

403

202

TYP.

502

6'-0

"5

'-0

"5

'-0

"1

2'-6

"9

'-4

"7

'-2

"

C.O.R.

C.O.R.

C.O.R.

C.O.R.

C.O.R.

B.O.C.

T.O.P.40'-6"

T.O.P.42'-0"

13

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DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

EN

LA

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7409


207 ROOF ACCESS LADDER WITH FALL ARREST SYSTEM.



304 30" X 36" ROOF HATCH. VERIFY ROOF JOIST LOCATIONS WITH STRUCTURALDRAWINGS. ROOF HATCH TO BE MIN. OF 10'-0" FROM ROOF EDGE. TAPEREDINSULATION AROUND THE HATCH TO MAINTAIN POSITIVE DRAINAGE.


403 1 1/2" V-REVEAL.







KEYNOTES:

WALL LEGEND

LEGEND

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

ENLARGED EXTERIOR ELEVATION

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


0 2' 4' 8' 16'

1/4"=1'-0"

SCALE: 1/4" = 1'-0"3

WALL SECTION

SCALE: 1/4" = 1'-0"2

WALL SECTION

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

SOLID FLUSH

WIDTH

F1

A7.11

A7.12

HE

IGH

T

SD

SECTIONAL DOOR

WIDTH

HE

IGH

T

A7.17

A7.16

A7.18

SF2

DOUBLE STOREFRONT

HE

IGH

T

WIDTH

10

" M

IN.

A7.14

A7.15

DOOR PER SCHEDULE

16 GA. HOLLOW METALFRAME CAST IN PANEL ANDPAINTED

"T" ANCHORS WELDED TOFRAME, 3 AT EACH JAMBAND 2 AT HEAD.

CONCRETE WALL

EXTERIOR

INTERIOR

OVERHEADRAIN DRIP(PEMKO 346OR EQUAL)

DO

OR

DIM

.

6"

1"

2"

PER STRUCTURAL

(JAMB SIM.)

WALL BEYOND.

JAMB BEYOND

FINISH FLOOR

METAL THRESHOLDPEMCO 271

1/4" TOOLED CONC. EDGE

DOOR SWEEP/SHOE -SEE HARDWARE SCHEDULE

SEALANT OVER 1/2" EXP.JOINT MATERIAL

DOOR PER SCHEDULE

EXTERIOR

INTERIOR

1"

MA

X.

EXTERIOR INTERIOR

ALUMINUM WINDOW SYSTEM MULLION

BOTTOM RAIL TO MATCHDOOR FRAME

DOOR STOP AT JAMBBEYOND

INSULATED GLASS

FILL CONSTRUCTION CONTROLJOINTS THAT CONTINUEUNDER THRESHOLD WITHSEALANT.

EXTERIOR RAIN DRIP DOORBOTTOM SWEEPS (VINYL) WITH STAINLESS STEEL FASTENERS. COLOR TO MATCH DOOR.

THRESHOLD SET IN SEALANT AND SEAL EDGES OF ENDS, FINISH TO MATCH DOOR FRAME.

PEMKO 2005 _T

1/2" EXP. JOINT MATERIAL,WHERE OCCURSCOORDINATE WITH SLAB ANDEXTERIOR WALLS

10"

0"

1"

INSULATED GLASS

DOOR STOP

ALUMINUMSTOREFRONT SYSTEM

EXTERIOR

INTERIOR

DOOR DIM.

5/8" X 2" LEAD EXP. BOLTAT 6" A.F.F. AND 18" O.C.

3/8" BENT PLATE (PAINT)EXTEND TO 4'-0" A.F.F.

DOOR, SEE DOORSCHEDULE

ELEVATION

CONCRETE WALL

1/4" BENT PLATE EDGEGUARD, WITH (4) NELSONSTUDS. PAINTED TO MATCHROLL-UP DOOR - EXTENDTO 5'-0" A.F.F. SEESTRUCTURAL DRAWINGS

* 6" MIN. VERIFY WITH DOORTRACK DIMENSIONS

DOOR GUIDE

EXTERIOR

INTERIOR

4"

PE

R S

TR

UC

TU

RA

L

*

4" 6"

5'-0

".

4".

EQ

.E

Q.

EQ

.4

".

1"

1"

OF PRE-CAST PANEL

EQUAL TO DEPTH

PAINTED EXTERIOR CONCRETE WALL.

STEEL ANGLE AND TRACK (BYDOOR MANUFACTURER).

DRIP - 1/2" CHAMFER

INSULATED SECTIONAL OVERHEAD DOOR WITH BUGSCREEN IN SAME TRACK.

NOTE: GALVANIZE AND PAINT ALL FERROUS METAL.

INTERIOR

FIN. FLR.

FLEXIBLE ASTRAGAL WEATHERSTRIP

DOOR, SEE DOOR SCHEDULE

3 1/2" X 3 1/2" X 1/4" W/ 1/2" DIA. 6" LONG WELDED STUDS AT 12" O.C. MAX.

EXTERIOR

BENT PLATE AT JAMB BEYOND

DOOR GUIDE

SLOPE

1"

DO

OR

OP

EN

ING

SE

E D

OO

R S

CH

ED

UL

E

SEE PLANS

LAMINATED RUBBER DOCK BUMPER WELDED TO STEEL ANGLE AND SECURED BELOW WITH EXPANSION ANCHOR AS NEEDED

INTERIOR

FIN. FLR.

FLEXIBLE ASTRAGAL WEATHERSTRIP

DOOR, SEE DOOR SCHEDULE

3 1/2 x 3 1/2 x 1/4 W/ 1/2" DIA. x 6" LONG (MAX.) WELDED STUDS AT 12" O.C.

EXTERIOR

BENT PLATE AT JAMB BEYOND

DOOR GUIDE

SLOPE

DO

OR

OP

EN

ING

SE

E D

OO

R S

CH

ED

UL

E

PER STRUCTURAL

SEALANT OVER 1/2" EXP. JOINT MATERIAL

1"

LAMINATED DOCK BUMPERTIRE-TREAD, LAMINATED TYPREINFORCED WITH 3/4" STEEL RODS, 1/4" STRUCTURAL ANGLE ENCLOSURE, WELDED TO STEEL ANGLE AT TOP AND SECURED WITH EXPANSION ANCHOR AT BOTTOM.

PERCENT OF GRADE

MINIMUM BUMPER

PROTECTION

OPTIMUM BUMPER

PROTECTION

LEVEL 4" 6"

1 % 5"

2 % 6"

3 % 7"

4 % 8"

5 % 9"

6 % 10"

7 % 11"

8 % 12"

9 % 13"

10 % 14"

11 % 15"

12 % 16"

8"

16"

15"

14"

13"

10"

11"

12"

9"

7"

18"

17"

* DOCK BUMPER SIZE PERTABLE BELOW

VE

RIF

Y

2"

*

13

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JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

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M. MARTIN

E.M.

WDC21-0012-00

DO

OR

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HE

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7409

DOOR HARDWARE GENERAL NOTESDOOR TYPES

1. REFER TO THE PARTITION PLAN AND SPECIFICATIONS (IF PROVIDED) FOR ADDITIONAL DOOR INFORMATION.

2. HOLLOW METAL DOORS TO BE PAINTED SAME COLOR AS THE ADJACENT WALL; FINISH TO BE SEMI-GLOSS.

3. PROVIDE RATED WIRE GLASS IN RATED ASSEMBLIES, U.O.N.

4. ALL HOLLOW METAL FRAMES TO BE WELDED TYPE, U.O.N.

5. RATED DOORS SHALL HAVE AUTOMATIC CLOSERS AND COMPLY WITH REQUIREMENTS OF ALL GOVERNING CODES & STANDARDS.

SEE SHEET A0.2 FOR GENERAL DOOR NOTES

DOOR SCHEDULEDOOR

NO. ROOM NAME

DOOR FRAME FIRERATING

HDWARENO. COMMENTSTYPE WIDTH HEIGHT THICK MATERIAL FINISH MATERIAL FINISH

101 ELECTRICAL ROOM F2 6'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 90 3.1

W100 WAREHOUSE CW2 6'-0" 9'-0" 1 3/4" ALUMINUM CURTAINWALL CLEAR ANODIZED ALUMINUM CURTAINWALL CLEAR ANODIZED 1.1

W101 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1








W109 CW2 6'-0" 9'-0" 1 3/4" ALUMINUM CURTAINWALL CLEAR ANODIZED ALUMINUM CURTAINWALL CLEAR ANODIZED 1.1

W110 F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1






W116 ELECTRICAL ROOM F2 6'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 90 3.1

W117 SPRINKLER ROOM F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 3.1














W131 CW2 0" 0" 1 3/4" ALUMINUM CURTAINWALL CLEAR ANODIZED ALUMINUM CURTAINWALL CLEAR ANODIZED

W132 CW2 0" 0" 1 3/4" ALUMINUM CURTAINWALL CLEAR ANODIZED ALUMINUM CURTAINWALL CLEAR ANODIZED

W200 WAREHOUSE SD1 12'-0" 14'-0" 2" STEEL PAINT 4.1
















































HARDWARE SETS

SET: 1.1

2 CONTINUOUS HINGE MCK-12HD 83" CL IVE1 RIM EXIT DEVICE 16 19 43 8510 US32D SA2 PULL RM201 US32D RO2 CONC OVERHEAD STOP 6-X36 630 RF2 SURFACE CLOSER J7500 689 NO1 THRESHOLD 279X292AFGPK PE1 GASKETING INTEGRAL WITH ALUMINUM FRAME PE2 SWEEP 345AV PE

SET:2.0

1 CONTINUOUS HINGE MCK-12HD 83" CL MK1 RIM EXIT DEVICE DG163 16 19 43 8504 LESS PULL US32D SA1 SURFACE CLOSER UNI7500 689 NO

(Heavy Duty Stop Arm)1 KICK PLATE K1050 8" High BEV CSK US32D RO1 THRESHOLD 279X292AFGPK PE1 GASKETING 303AS PE1 RAIN GUARD 346C PE1 SWEEP 345V PE

*SEE DOOR SCHEDULE FOR FIRE RATINGS

SET:2.1

3 HINGE STND WT TA2314 NRP US32D MK1 STOREROOM LOCK L9080 P 06A 626 SC1 SURFACE CLOSER 4050A SCUSH AL LC1 KICK PLATE K1050 8" High BEV CSK US32D RO1 THRESHOLD 171A FHSL 14SS PE1 GASKETING 303APK TKSP PE1 RAIN GUARD 346A PE1 SWEEP 3452PK PE1 LATCH GUARD 321 US32D RO

SET:3.1

3 HINGE (HEAVY WEIGHT) T4A3386 NPR 4-1/2" X 4-1/2" US32D MK1 RIM EXIT DEVICE DG163 19 43 76 8504 ETMD US32D SA

(WITH KNURLING)1 SURFACE CLOSER CPS7500 689 NO

(STOP ARM)1 KICK PLATE K1050 8" HIGH BEV CSK US32D RO1 GASKETING S88BL 17' PE

* PROVIDE PANIC HARDWARE

SET: 5.1

1 ALL HARDWARE BY DOOR MANUFACTURER

SCALE: 3" = 1'-0"1

HOLLOW METAL DOOR HEAD

SCALE: 3" = 1'-0"2

HOLLOW METAL DOOR SILL

SCALE: 3" = 1'-0"4

STOREFRONT DOOR

SCALE: 3" = 1'-0"5

STOREFRONT JAMB

SCALE: 3" = 1'-0"7

SECTIONAL DOOR JAMB W/ GUARD

SCALE: 3" = 1'-0"6

SECTIONAL DOOR HEAD

SCALE: 3" = 1'-0"9

SECTIONAL DR. SILL @ DOCK HIGH

SCALE: 3" = 1'-0"8

SECTIONAL DOOR SILL AT GRADE

SCALE: 3" = 1'-0"10

FUTURE DOCK BUMPER

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

PLATFORM OR SMOKE VENT

SLOPE

NOTE:1. CRICKETS ARE REQUIRED AT

ALL CURB OPENING AND WHERE SLOPE IS LESS THAN 1/4" PER FT IN ANY DIRECTION.

2. CRICKETS SHOULD BE INSTALLED AT THE HIGH SIDE OF ALL CURBS AND PLATFORMS OVER 4 FEET.

1/4" PER

FOOT

MIN.

SLOPE1/4" PER FOOT MIN. SINGLE-PLY ROOFING

OVER SLOPED RIGID INSULATION.

CONDUIT OR CONDENSATE LINE

GALVANIZED METAL CLAMP SECURED TO GALVANIZED CHANNEL

UV RESISTANT RUBBER BASE, INSTALL PER MANUFACTURER'S SPECIFICATIONSDURA-BLOK OR EQUAL

ROOF SURFACE

RIGID INSULATION PERENERGY CALCULATIONS

SINGLE-PLY ROOFING,INSTALL PER ROOFINGMANUFACTURER'SSPECIFICATIONS

CONCRETE WALL

24 GA. PREFINISHED METALCAP

CONTINUOUS CLEAT

CONTINUOUS SEALANT

6"

SEE SPECIFICATIONS FOR APPROVED SINGLE-PLY ROOFING SYSTEMS

LAP SPLICE, INSTALL PER ROOFING MANUFACTURER'S SPECIFICATIONS.

SEAM EDGE TREATMENT PER ROOFING MANUFACTURER'S SPECIFICATIONS

SINGLE-PLY ROOFING MEMBRANE

SECOND LAYER OF POLY-ISOCYANURATE TO BE FULLY ADHERED TO FIRST LAYER. INSULATION BOARD JOINTS TO BE OFFSET MINIMUM OF 18"

FIRST LAYER OF POLY-ISOCYANURATE INSULATION TO BE MECHANICALLY FASTENED PER ROOFING SYSTEM MANUFACTURER'S RECOMMENDATIONS TO MEET FACTORY MUTUAL CLASS 1 GUIDELINES

STEEL DECK

MIN

.

2"

MIN

.

2"

STRL.

PER

2"

COMPRESSIBLE TUBE WITH DIAMETER 1.5 TIMES LARGER THAN MAXIMUM GAP.

MEMBRANE ROOFING FLASHING.

MINIMUM 1-1/2" CONTINUOUS WELD.

EDGE SEALANT MEMBRANE ROOFING.

FASTENER PER ROOF MANUFACTURER.

RIGID INSULATION.

TREATED WOOD NAILER.

STEEL DECK PER STRUCTURAL DRAWINGS.

COMPRESSIBLE FILLER WITH FLEXIBLE RETAINER.

FRAMING PER STRUCTURAL DRAWINGS.

PIPE PENETRATION, EXTENDAS NECESSARY TO MAINTAINA MIN. 8" HT. ABOVE ROOF

FLASHING, PER ROOFINGMANUFACTURER'S SPECIFICATIONS

STAINLESS STEEL SCREWCLAMP

ALL-PURPOSE SEALANT, PERROOFING MANUFACTURER'SSPECIFICATIONS

RIGID INSULATION PER ENERGYCALCULATIONS

SINGLE-PLY ROOFING,INSTALL PER ROOFINGMANUFACTURER'S SPECIFICATIONS

MIN

.

8"

1"

MIN.

2"

FRONT ELEVATIONSIDE ELEVATION

PLAN

CONCRETE WALL

2'-0" L x 1'-6" W CONCRETESPLASH BLOCK (NOT REQUIRED ATCONCRETE SURFACE)

1/4" THICK GALV. STEEL PLATE, PAINT.SECURE TO WALL WITH (3) 1/2 " DIA.EXPANSION ANCHORS EACH SIDE

* VERIFY DOWNSPOUT SIZE WITH PLUMBING DRAWINGS.

** DOWNSPOUT SIZE

MIN. 0.060 DEFLECTOR AT BOTTOMOF DOWNSPOUT. PAINT INSIDE OFDOWNSPOUT DISCHARGE COLOR TOMATCH ADJACENT SURFACE

1" (*)

N.T

.S.

3'-0

"1

'-2

"

**3

"

1"

*

2"

1"

*

1"

2"

CONCRETE FILLED

8" O.D. STD. STEEL GALVANIZED PIPE (MIN. 1/4" WALL THICKNESS). PRIMED AND PAINTED YELLOW

CONCRETE FOOTING,SEE STRUCTURAL DRAWINGS

TOP OF CONCRETE OR ASPHALT CONCRETE PAVING WHERE OCCURS, SEE CIVIL DRAWINGS

5" MIN.

6"

MA

X.

5"

MIN

.3'-6

"4

'-0

"

1'-3" MIN.

SLOP CONCRETE 1/2" AWAY FROM FACE OF BOLLARD

FLASHING TO MATCH BLDG. COLOR, TYP. ALL VISIBLE SURFACES

20 GA. GALVANIZED STEEL LEADER-HEAD, PAINTED TO MATCH ADJACENT WALL

DRAIN-LEADER WITH HANGER AT TOP AND BOTTOM AND AT 10-'0" O.C. MAX. PAINTED TO MATCH ADJACENT WALL

12" x *

OUTLINE OF ROOF LINE BEYOND

2'-0

"1

'-0

"

2"

2"

6"

4" HIGH x 3/16" THICK GALVANIZED BENT PLATE, PAINTED TO MATCH LEADER-HEAD. SECURED ON 1/4" NEOPRENE PAD

EQ EQ EQ

PRIMARY DRAIN SECONDARY DRAIN

1"

* CONFIRMED WITH PLUMBING DRAWINGS

INTERIOR EXTERIOR

BACKER ROD AND CONTINUESEALANT INSIDE AND OUT -FULL HEIGHT, TYP.

PAINTED EXTERIOR CONCRETE WALL

DOWNSPOUT

BENT METAL PLATE

OVERLAP SINGLE PLY ROFFMEMBRANE FLASHING AT SCUPPER

SINGLE PLY ROOF MEMBRANE

RIGID INSULATION

1'' X 18 GA. G.I. STRAP@6'-0'' O.C. WITH 1'' EXPOSEDBOLT EACH SIDE

1/4'' THICK GALVANIZEDSTELL PLATE. SECURE TOWALL WITH (3) 1/2'' DIA.EXPANSION ANCHORS EACH SIDE.

22 GAUGE PRE/FINISHEDDOWNSPOUT TO MATCHBUILDING

UNDERGROUND STORMDRAIN PIPING, SEEPLUMBING AND CIVILDRAWINGS.

FIRESTONE ROOF FLASHING TERMINATES IN SCUPPER.

NOTE:

1. OVERFLOW SCUPPERTO BE SIZED PERAPPLICABLE PLUMBINGCODE

2.*VERIFY WITH PLUMBINGDRAWINGS

20 GA. GALV. SHEET METAL OVERFLOW SCUPPER.

SEALANT ALLAROUND, TYP.

CONCRETE WALL

FIRESTONE EPDM ROOFTERMINATION, SEE DETAILT1/A8.5

8"*

CONCRETE FLOOR SLAB

3/4"DIA.RUNGS.

METALLADDER

SAFETYPOST

FASTENER

METAL STUDFRAMING

GYPSUM BOARD

PRE-FAB METAL ROOF HATCH

SINGLE-PLY ROOFING, INSTALL PER ROOFING MANUFACTURER'SSPECIFICATIONS

RIGID INSULATION PER ENERGY CALCULATIONS

METAL DECK

1'-0"

2".

1'-0

"

18

" M

AX

.

6"

MIN

.

30" TELESCOPING EXTENSION SAFETY POST INTEGRATED IN LAD-SAF SYSTEM PART#6116618 OR EQUAL

ROOF PROTECTION MATERIAL (WALKING PAD)

LADDER BELOW

WALL BELOW

ROOF HATCH

LINE OF STEEL CAGE BELOW, IF PROVIDED.

2'-6

".

3'-0".

STEEL DECK

SINGLE-PLY ROOFING, INSTALLPER ROOFING MANUFACTURER'SSPECIFICATIONS

PREFABRICATED CURB,INSTALL PER MANUFACTURER'SSPECIFICATIONS

MECHANICAL EQUIPMENT

SCREW WITH NEOPRENEWASHER

APPROVED SEALANT AS REQ'DPER SKYLIGHT AND ROOFINGMANUFACTURER'SSPECIFICATIONS

STRUCTURAL MEMBER

RIGID INSULATION PERENERGY CALCULATIONS

PREFABRICATED CURB, INSTALLPER MANUFACTURER'SSPECIFICATIONS

8"

MIN

.

NOTES:ROOF HATCH:1. SUBMITTAL MUST SHOW COMLIANCE WITH MOST RESTRICTIVE OF APPLICABLE CODES AND FED O.S.H.A.2. MINIMUM SIZE: 36" x 30" NET INSIDE OPENING.3. BASS OF DESIGN: 'BILCO TYPE S' OR APPROVED EQUAL.4. HATCH MATERIAL: SHOP PRIMED GALV STEEL, FIELD PAINT.LADDER:1. LADDERS SHALL CONFORM TO ALL APPLICABLE OSHA STANDARDS (FEEDERAL & STATE).2. LADDER RAIL SECTION AND SUPPORTS TO BE DESIGNED BY OR REVIEWED AND APPROVED BY STRUCT. ENG.

LADDER MUST BE DESIGNED FOR A MINIMUM OF 300 LBS LIVE LOAD PER USER.3. LADDER TO BE PAINTED TO MATCH ADJACENT WALLS.4. METAL LADDERS AND APPURTENANCES SHALL BE OR OTHERWISE TREATED TO RESIST CORROSION AND RUSTING.

ADEQUATE MEANS SHALL BE EMPLOYED TO PROTECT DISSIMILAR METALS FROM ELECTROLYTIC ACTION.5. LANDINGS ON ROOF ACCESS LADDERS SHALL NOT EXCEED 30' APART MEASURED FROM GRADE.6. THE ENGINEER OF RECORD SHALL DESIGN THE LADDER IN ACCORDANCE TO MANUFACTURER'S REQUIREMENTS

AND THE REQUIREMENTS IN AN Z359.16.- STATIC LOAD = (TOP BRACKET (40 lbs) + CABLE WEIGHT) (1.2 SF)- DYNAMIC LOAD (ULTIMATE LOADS) = 3320 lbs- TOTAL LOAD = STATIC LOAD + DYNAMIC LOAD

LADDER SAFETY SYSTEM:1. LADDER SAFETY SYSTEM MUST MEET OSHA 1910.28(b)(9) AND 1910.29(i).2. LADDER SAFETY SYSTEM REQUIRED ON HEIGHTS OVER 24'. TO PROVIDE PROTECTION THROUGHOUT THE ENTIRE

VERTICAL DISTANCE OF THE LADDER, INCLUDING ALL LADDER SECTIONS.3. LADDER SAFETY SYSTEM ANCHORAGES MUST BE CAPABLE OF SUPPORTING 5000 LBS OR DESIGNED UNDER THE

SUPERVISION OF A QUALIFIED PERSON AS PART OF A COMPLETE FALL PROTECTION SYSTEM THAT MAINTAINS A SAFTY FACTOR OF 2.

4. LADDER CLIMBING SYSTEM SHALL BE 3M LAD-SAF CABLE VERTICAL SAFETY SYSTEM WITH TELESCOPING EXTENSION BRACKET (PIN 6116618) OR APPROVED EQUAL. THE LADDER CLIMBING SYSTEM SHALL BE DESIGNED FOR A MINIMUM OF (2) WORKERS.

5. SYSTEM SHALL ONLY USE LAD-SAF X2, X3 OR X3+ DETACHABLE CABLE SLEEVES.6. SYSTEM MUST ONLY BE INSTALLED ON LADDERS 15 DEGREES OR LESS FROM VERTICAL.

CONT. 3" X 3" X 1/4" ANGLES WITH HOOKED ANCHORS (MIN. 6" LONG) AT 12" O.C. PAINT

LAMINATEDDOCK BUMPER

ANGLE PER STRUCTURAL DWGS.

SLOPE

SEALANT

VERIFY

VE

RIF

Y

1'-8

"

4'-0

".

TYPICAL AT ALL EXTERIORDOORS: CONCRETELANDING WITH 2% MAXIMUMSLOPE IN ANY DIRECTION.LANDING ELEVATION TOFLUSH OUT WITH F.F.E. ATWALL. MAXIMUM 1/2"VERTICAL RISE ATTHRESHOLD.

12" LONG #4 DOWELS @18"O.C. W/ MIN. 4" EMBEDFOR DOOR WIDTH +2'-0" EA.SIDE AT ALL EXTERIORDOORS TO WALKS

SEALANT OVER 1/2" EXP. JT.MATERIAL, TYP. AT ALLCONC. AGAINST WALL

5'-0" MIN.

6"

DO

OR

WID

TH

2'-0"

MIN

.

4'-0" MIN. WALK

SEE LANDSCAPE DRAWINGS FOR EXACT LAYOUT

13

01

K S

tre

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NW

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uit

e #

30

0W

Wa

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ingto

n, D

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00

05

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02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

DE

TA

ILS

A8.1

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

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BO

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OR

TH

CA

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LIN

A 2

7409

SCALE: 1/2" = 1'-0"4

CRICKET

SCALE: 12" = 1'-0"5

ROOF PIPE SUPPORT

SCALE: 3" = 1'-0"2

SINGLE-PLY ROOFING @ PARAPET

SCALE: 3" = 1'-0"3

SINGLE-PLY ROOFING SECTION

SCALE: 3" = 1'-0"9

ROOF EXPANSION JOINT

SCALE: 3" = 1'-0"8

ROOF PENETRATION FLASHINGSCALE: 1" = 1'-0"

13DOWNSPOUT GUARD

SCALE: 1/2" = 1'-0"17

BOLLARDSCALE: 1" = 1'-0"

12ROOF DRAINAGE

SCALE: 3" = 1'-0"7

D.S. PROTECTION @ DOCKS

SCALE: 1" = 1'-0"15

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

10ROOF HATCH & LADDER

SCALE: 3/4" = 1'-0"11

ROOF HATCH PLANSCALE: 3" = 1'-0"

6ROOFING @ PREFABRICATED CURB

SCALE: 1/4" = 1'-0"16

BASIS OF DESIGN

SCALE: 3/4" = 1'-0"19

DOCK LEVELER PIT SECTION

SCALE: 1/2" = 1'-0"18

CONCRETE LANDING

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

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INTERIOR

CONCRETE WALL

EXTERIOR

CENTER LINE OF REVEAL & PAINT TRANSITION WHERE OCCURS PER EXTERIOR ELEVATIONS

PA

INT

PA

INT

PER STRUCTURAL

1"

1"

2"

SEALANT & BACKER ROD

CLIP ANGLE WELDED


FINISHED AND

EXTERIORINTERIOR

AR

CH

. D

IM.

ARCH. DIM.

3/4" CHAMFER, TYP.

INTERIOR

EXTERIOR

BACKER ROD AND CONTINUESEALANT INSIDE AND OUT -FULL HEIGHT, TYP.

PAINTED EXTERIORCONCRETE WALL.

3/4 CHAMFER, TYP.

1"

1"

1"

1" AT BUILDING EXPANSION JOINT

PE

R S

TR

UC

TU

RA

L

1"

1"

1"

PER STRUCTURAL PER STRUCTURAL

EXTERIOR

INTERIOR


CONCRETE WALL

NO CHAMFER AT BACKSIDE OF PARAPET FROM THE LEDGER ANGLE TO ABOVE THE ROOF FLASHING. CONFIRM HEIGHT WITH ROOFER PRIOR TO FORMING PANEL


CLIP ANGLE WELDED


INTERIOR

EXTERIOR

3/4" CHAMFER, TYP.

-1/2"

+0

+0

-1/2"

+0

+0

-3/4"

1" 1"

1" AT BLDG. EXPANSION JOINT1/2" TYP.

1"

1"

VA

RIE

S

1"

1"

16 GUAGE 3" X 3"METAL CLOSUREANGLE. FIX TOPRECAST WALL PANELONLY.

FIRESTOP MATERIAL,COMPRESSABLE FILLER

CMU WALL


1"

+0

-3/4"

+0

-4-0"

1"

2" WINDOW MULLION

1"

1"

2"

1"

1"

1"

2"

A B

A

-

B

-

UP

SLO

PE

1%

MIN

2%

MA

X

ALL STEEL SURFACES

HIGH GUARD, PAINTED1 1/2" O.D. STEEL TUBE, 42"

TO BE PAINTED

NOTE:

BOLLARD

HANDRAIL, TYP.1-1/2" O.D. METAL

2" WIDE PAINTED YELLOWSTRIPE LOCATED 1" FROMTHE NOSING OF ALLTREADS.

13GA PRE-GALVANIZED "SMALLHOLE PLANK GRATING -TRACTION TREAD", FLOORINGAT ALL TREADS AND LANDINGM

IN

5'-0

"

EQ

. T

RE

AD

S (

11

" M

IN.)

6'-5

"

*

11"

2'-0

"

7"

* HANDRAIL EXTENSIONS AT TOP AND BOTTOM SHALL BE IN THE DIRECTION OF TRAVEL. THE HANDRAIL EXTENSION DIMENSION SHALL BE TAKEN PRIOR TO HANDRAIL RETURN

CLR.MIN.

2'-0" 3'-0" 6"

7"5'-6"

1'-0

"

2 1/4"2"

RETURNHANDRAIL TOVERTICALPOSTS, TYP.

1 1/2" O.D. TUBE STEEL, TYP.

NOTE:

1. GUARD TO BE DESIGNEDSO THAT A 4" DIA. SPHERESHALL NOT PASS THROUGH

2. STAIRS AND GUARDSARE ALL WELDEDCONSTRUCTION. GRINDALL WELDS SMOOTH,PREPARE TO RECEIVEPAINT AND PRIME

PAINT ALL METAL TOMATCH BUILDING FIELDCOLOR.

1 1/2" MAX. O.D. HANDRAIL2'-10" ABOVE TREADNOSING MOUNT W/ STDBRACKETS AT VERTICALPOSTS, TYP.

6" R.

EQ. EQ.

3"

3"

FIE

LD

VE

RIF

Y3

'-6

"

11"

7 TREADS AT 11"

6'-5"

MIN.

5'-0"

A8.27

1 1/2" DIA. STEEL PIPEHANDRAIL. WELD ALLJOINTS AND GRIND SMOOTH

1 1/2" DIA. STEEL PIPEPOST AND GUARDRAILWELD ALL JOINTS ANDGRIND SMOOTH

27

" M

AX

.

MIN

.

3'-6

"

*

11"* HANDRAIL EXTENSIONS AT TOP AND BOTTOM SHALL BE IN THE DIRECTION OF TRAVEL. THE HANDRAIL EXTENSION DIMENSION SHALL BE TAKEN PRIOR TO HANDRAIL RETURN

SLOPE: 1%

C-CHANNEL AND EXPANSION ANCHOR. FASTERNERS AND MOUNTED PER STRUCTURAL.

McNICHOLS: 13GA.PRE-GALVANIZED "SMALLHOLE PLANK GRATING -TRACTION TREAD" FLOORINGAT LANDING

DOOR WHERE OCCURS

GUARD BEYOND

MA

X1

"

WELD POST TO CHANNEL, TYP.

NOTE: ALL STEEL STAIRS, RISERS, HANDRAILS, GUARDRAILS, STRINGERS, CHANNELS, BOLTS AND GRATES ARE TO BE GALVANIZED.

STEEL CHANNEL STRINGER

MAX.

4"

FULL PEN.GRIND

SMOOTH

CLOSED STEEL RISER

STRINGER - PAINTED

FULL PEN WELDED STRINGER -PAINTED

McNICHOLS: 13GAGALVANIZED "SMALLHOLE PLANK GRATING -TRACTION TREAD"

McNICHOLS: 13GAGALVANIZED "SMALLHOLE PLANK GRATING -TRACTION TREAD" FLOORINGAT LANDING

1'-0"

1"

MA

X.

7"

4"

CONCRETE APRON

L4x4x1/4" WITH 3/4"DIA. EXPANSION BOLTANCHORS

STRINGER - PAINTED

CLOSED STEEL RISER

McNICHOLS: 13GAGALVANIZED "SMALLHOLE PLANK GRATING -TRACTION TREAD"

PROVIDE FOOTING IFLOCATED IN UNPAVED AREA

1'-0"

1"

MA

X.

7"

CLOSURE PLATE

2'-0

"

*

2'-0

"

7 T

RE

AD

S @

11

"

6'-5

"1

'-3

"5

'-6

"

BETWEEN HANDRAILS

48" MIN.4"

4"

5'-4" 6"

10'-2"

BOLLARD

1-1/2" O.D. STEEL TUBE, 42" HIGH GUARDRAIL.

1-1/2" O.D. METAL HANDRAIL.

13GA. PRE-GALVANIZED "SMALL HOLE PLANK GRATING - TRACTION TRED".FLOORING AT ALL TREADS AND LANDING.

UP

SLO

PE

1%

MIN

2%

MA

X

NOTE: ALL STEEL STAIRS, RISERS, HANDRAILS, GUARDRAILS, STRINGERS, AND GRATES ARE TO BE GALVANIZED.

*

1'-0

"

* HANDRAIL EXTENSIONS AT TOP AND BOTTOM SHALL BE IN THE DIRECTION OF TRAVEL. THE HANDRAIL EXTENSION DIMENSION SHALL BE TAKEN PRIOR TO HANDRAIL RETURN

2" WIDE PAINTED YELLOWSTRIPE LOCATED 1" FROMTHE NOSING OF ALLTREADS.

13

01

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30

0W

Wa

sh

ingto

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.C. 2

00

05

P 2

02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

DE

TA

ILS

A8.2

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

RO

,N

OR

TH

CA

RO

LIN

A 2

7409

SCALE: 3" = 1'-0"1

V-REVEAL (3/4")

SCALE: 3" = 1'-0"2

CORNER JOINT

SCALE: 3" = 1'-0"3

PANEL JOINT (TYP.)

SCALE: 3" = 1'-0"4

PANEL JOINT ABOVE ROOF LINE

SCALE: 3" = 1'-0"8

OVERLAP PANEL

SCALE: 3" = 1'-0"9

REVEAL AT PANEL JOINT

SCALE: 3" = 1'-0"5

CMU/CONCRETE PANEL JOINTSCALE: 3" = 1'-0"

10REVEAL AT WINDOW MULLION

SCALE: 1/4" = 1'-0"11

EXTERIOR STEEL STAIR PLAN

SCALE: 1/4" = 1'-0"12

STEEL STAIR SECTION

SCALE: 1" = 1'-0"13

STEEL PIPE HANDRAIL

SCALE: 1 1/2" = 1'-0"14

STEEL STAIR LANDING

SCALE: 1 1/2" = 1'-0"15

STEEL STAIR TREADS

SCALE: 1 1/2" = 1'-0"7

STEEL STAIR @ BOTTOM

SCALE: 1/4" = 1'-0"6

EXTERIOR STEEL STAIR PLAN

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

INTERIOR

FINISH FLOOR

INSULATED GLASS

EXTERIOR

BACKER ROD AND SEALANT

SHIM AS REQUIRED

WALKWAY, WHERE OCCURS

COORDINATE JOINT WITHSTOREFRONT POSITION

ALUMINUM STOREFRONTSYSTEM

WEEP HOLES, COORDINATE WITH SEALANT

SE

E S

TR

UC

TU

RA

L

INTERIOREXTERIOR

INSULATED GLASS

ALUMINUM STOREFRONT SYSTEM

3/4" CHAMFER

INSULATED GLASS

ALUMINUM WINDOW SYSTEM

SHIM AS REQUIRED

BACKER ROD AND CONTINUE SEALANT - INSIDE AND OUT ALL AROUND FRAME, COLOR TO MATCH FRAME, TYP.


EXTERIOR INTERIOR

SILL FLASHING AND END DAMS PER MANUFACTURER RECOMMENDATIONS TO MAINTAIN WARRANTY -SUBMIT FOR APPROVAL

EXTERIOR

3/4" CHAMFER

BLDG. LINE BEYOND

INSULATED GLASS

INTERIOR

HEAD FLASHING AND END DAMS PER MANUFACTURER RECOMMENDATIONS TO MAINTAIN WARRANTY - SUBMIT FOR APPROVAL


SHIM AS REQUIRED

BACKER ROD AND CONTINUE SEALANT - INSIDE AND OUT ALL AROUND FRAME, COLOR TO MATCH FRAME

ALUMINUM WINDOW SYSTEM

SILL FLASHING WITH END DAMS AND HEMMED EDGES ALL ROUND. PRE-FINISH TO MATCH STOREFRONT AND SET SILL IN FULL BED SEALANT (TYP) .

13

01

K S

tre

et

NW

, S

uit

e #

30

0W

Wa

sh

ingto

n, D

.C. 2

00

05

P 2

02

.90

8.6

95

0

JOB NO.:

DRAWN BY.:

PA/PM:

SHEET



CIENT LOGO

20

21

-11-1

5 9

5%

CD

SE

T

M. MARTIN

E.M.

WDC21-0012-00

DE

TA

ILS

A8.3

GU

ILF

OR

D C

OLLE

GE

RO

AD

100 G

UIL

FO

RD

CO

LLE

GE

RO

AD

GR

EE

NS

BO

RO

,N

OR

TH

CA

RO

LIN

A 2

7409

SCALE: 3" = 1'-0"4

WINDOW SILL

SCALE: 3" = 1'-0"2

TYP. VERT./HORIZ. MULLION

SCALE: 3" = 1'-0"3

WINDOW SILL

SCALE: 3" = 1'-0"1

WINDOW HEAD (JAMB. SIM)

SCALE: 3" = 1'-0"5

ALUMINUM SILL FLASHING

DA

TE

RE

MA

RK

S

2021-1

1-1

595 %

CD

SE

T

guilford college road

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