GUILFORD COLLEGE ROAD
Transcript of GUILFORD COLLEGE ROAD
N
NOT TO SCALE
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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
5%
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M. MARTIN
E.M.
WDC21-0012-00
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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
A2.2 PARTIAL FLOOR PLAN
A2.3 PARTIAL FLOOR PLAN
A2.4 PARTIAL FLOOR PLAN
A3.1 ROOF PLAN
A4.1 EXTERIOR ELEVATIONS
A4.2 EXTERIOR ELEVATIONS
A4.3 EXTERIOR ELEVATIONS
A5.0 BUILDING SECTIONS
A6.1 ENLARGED ELEVATION, PLAN AND WALL SECTIONS
A6.2 WALL SECTIONS
A6.3 ENLARGED ELEVATION, PLAN AND WALL SECTIONS
A6.4 ENLARGED ELEVATION, PLAN AND WALL SECTIONS
A6.5 ENLARGED ELEVATION, PLAN AND 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
P201 PLUMBING SPECIFICATIONS & SCHEDULES
P202 FIRE PROTECTION CRITERIA
P203 PLUMBING OVERALL FLOOR PLAN
P204 PLUMBING SPECIFICATIONS & SCHEDULES
P205 FIRE PROTECTION CRITERIA
P206 PLUMBING OVERALL FLOOR PLAN
P207 PLUMBING SPECIFICATIONS & SCHEDULES
P208 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
P002 FIRE PROTECTION CRITERIA
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
JOHNSON DEVELOPMENT ASSOCIATES, INC - VAPH: (864) 585-2000
1655 N. FORT MYER DR. SUITE 850
ARLINGTON, VA 22209
PH: (410) 365-5853
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
JORDAN & SKALA ENGINEERS
PLUMBING ENGINEERCHRIS MCDANIEL
12020 SUNRISE VALLEY DR., Ste 100
RESTON, VA 20191
PH: (703) 483.3730X 12110
JORDAN & SKALA ENGINEERS
ELECTRICAL ENGINEERCHRIS MCDANIEL
12020 SUNRISE VALLEY DR., Ste 100
RESTON, VA 20191
PH: (703) 483.3730X 12110
TBD
LANDSCAPE ARCHITECT DA
TE
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MA
RK
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2021-1
1-1
595 %
CD
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T
KILEY-HORN AND ASSOCIATES, INC.
CIVIL ENGINEERAARON KAATZ
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NC 27601
PH: 919.678.4195
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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n, D
.C. 2
00
05
P 2
02
.90
8.6
95
0
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
5%
CD
SE
T
M. MARTIN
E.M.
WDC21-0012-00
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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
TU
AL A
RE
A
OF
UN
PR
TC
T'D
O
PE
NIN
GS
(A
u)
ALLW
BL. A
RE
A
OF
PR
OT
EC
TE
D
OP
EN
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
RE
MA
RK
S
2021-1
1-1
595 %
CD
SE
T
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
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
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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.
DA
TE
RE
MA
RK
S
2021-1
1-1
595 %
CD
SE
T
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
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uit
e #
30
0W
Wa
sh
ingto
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.C. 2
00
05
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02
.90
8.6
95
0
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
5%
CD
SE
T
M. MARTIN
E.M.
WDC21-0012-00
AC
CE
SS
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ITY
DE
TA
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A0.3
GU
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OR
D C
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RO
AD
100 G
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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
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
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
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
RO
,N
OR
TH
CA
RO
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
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
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
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'
SEE SHEET A0.2 FOR GENERAL NOTES
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
01
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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
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
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'
SEE SHEET A0.2 FOR GENERAL NOTES
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
PROPOSED FUTURE OFFICE AREA
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
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
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
PROPOSED FUTURE OFFICE AREA
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
SEE SHEET A0.2 FOR GENERAL NOTES
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
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
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
CONCRETE MASONRY WALL
PROPOSED FUTURE OFFICE AREA
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
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
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
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
LEGENDSEE SHEET A0.2 FOR GENERAL NOTES
KEYNOTES: KEY PLAN
SCALE: 1/16" = 1'-0"1
PARTIAL FLOOR PLAN0 8' 16' 32' 64'
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
CONCRETE MASONRY WALL
PROPOSED FUTURE OFFICE AREA
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
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
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
201 STRUCTURAL STEEL COLUMN REFER TO STRUCTURE DRAWINGS.
202 7" CONCRETE SLAB. REFER TO STRUCTURAL AND SHEET A0.2.
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.
212 PROVIDE 10 MIL VAPOR BARRIER INCLUDED THROUGHOUT. REFER TO A0.2,ENVELOPE ASSEMBLY NOTES.
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
LEGENDSEE SHEET A0.2 FOR GENERAL NOTES
KEYNOTES: KEY PLAN
SCALE: 1/16" = 1'-0"1
PARTIAL FLOOR PLAN0 8' 16' 32' 64'
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
CONCRETE MASONRY WALL
PROPOSED FUTURE OFFICE AREA
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
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
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
201 STRUCTURAL STEEL COLUMN REFER TO STRUCTURE DRAWINGS.
202 7" CONCRETE SLAB. REFER TO STRUCTURAL AND SHEET A0.2.
209 CONCRETE RAMP.
210 CONCRETE RETAINING WALL.
212 PROVIDE 10 MIL VAPOR BARRIER INCLUDED THROUGHOUT. REFER TO A0.2,ENVELOPE ASSEMBLY NOTES.
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
LEGENDSEE SHEET A0.2 FOR GENERAL NOTES
KEYNOTES: KEY PLAN
SCALE: 1/16" = 1'-0"1
PARTIAL FLOOR PLAN0 8' 16' 32' 64'
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
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
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.
SEE SHEET A0.2 FOR GENERAL NOTES
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
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
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.
SEE SHEET A0.2 FOR GENERAL NOTES
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
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
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
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
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.
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.
SEE SHEET A0.2 FOR GENERAL NOTES
LEGEND KEYNOTES: KEY PLAN
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
SEE ELEVATION 4ASEE ELEVATION 4B
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
PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW.
SECONDARY 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
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
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
205 EXTERIOR STEEL STAIR, ALL COMPONENTS GALVANIZED.
206 8" STEEL BOLLARD, CONCRETE-FILLED AND PAINTED SAFETY YELLOW.
209 CONCRETE RAMP.
401 PRE-CAST CONCRETE WALL, PAINTED.
403 1 1/2" V-REVEAL.
404 CONCRETE WALL JOINT.
409 PRE-FINISH ALUMINUM COLLECTOR BOX AND DOWNSPOUT WITHPROTECTION. COLOR TO MATCH.
410 DOCK BUMPER.
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.
426 VERTICAL LIFT OVERHEAD SECTIONAL DOOR.
430 HIGH LIFT OVERHEAD SECTIONAL DOOR, REFER TO A0.2, ENVELOPEASSEMBLY NOTES.
SEE SHEET A0.2 FOR GENERAL NOTES
LEGEND KEYNOTES: KEY PLAN
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
SEE ELEVATION 4ASEE ELEVATION 4B
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
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
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
201 STRUCTURAL STEEL COLUMN REFER TO STRUCTURE DRAWINGS.
202 7" CONCRETE SLAB. REFER TO STRUCTURAL AND SHEET A0.2.
301 60MIL FULLY ADHERED TPO ROOF ASSEMBLY, REFER TO A0.2.
501 STRUCTURAL STEEL JOIST.
502 CONCRETE FOOTING.
SEE SHEET A0.2 FOR GENERAL NOTES
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
CONCRETE MASONRY WALL
VISION GLASS
SPANDREL GLASS
TEMPERED GLASS
GLASS:
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
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
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
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
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.
401 PRE-CAST CONCRETE WALL, PAINTED.
404 CONCRETE WALL JOINT.
405 ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED DOUBLE PANELTINTED GLASS REFER TO A0.2, ENVELOPE ASSEMBLY NOTES.
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.
N
SEE SHEET A0.2 FOR GENERAL NOTES
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
CONCRETE MASONRY 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
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
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
202 7" CONCRETE SLAB. REFER TO STRUCTURAL AND SHEET A0.2.
301 60MIL FULLY ADHERED TPO ROOF ASSEMBLY, REFER TO A0.2.
401 PRE-CAST CONCRETE WALL, PAINTED.
403 1 1/2" V-REVEAL.
405 ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED DOUBLE PANELTINTED GLASS REFER TO A0.2, ENVELOPE ASSEMBLY NOTES.
501 STRUCTURAL STEEL JOIST.
502 CONCRETE FOOTING.
505 CONTINUOUS RIGID INSULATION BOARD REFER TO A0.2.
SEE SHEET A0.2 FOR GENERAL NOTES
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
CONCRETE MASONRY 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
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
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
202 7" CONCRETE SLAB. REFER TO STRUCTURAL AND SHEET A0.2.
212 PROVIDE 10 MIL VAPOR BARRIER INCLUDED THROUGHOUT. REFER TO A0.2,ENVELOPE ASSEMBLY NOTES.
301 60MIL FULLY ADHERED TPO ROOF ASSEMBLY, REFER TO A0.2.
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.
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.
501 STRUCTURAL STEEL JOIST.
502 CONCRETE FOOTING.
505 CONTINUOUS RIGID INSULATION BOARD REFER TO A0.2.
SEE SHEET A0.2 FOR GENERAL NOTES
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
WALL SECTIONSCALE: 1/4" = 1'-0"
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
CONCRETE MASONRY 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
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
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
202 7" CONCRETE SLAB. REFER TO STRUCTURAL AND SHEET A0.2.
205 EXTERIOR STEEL STAIR, ALL COMPONENTS GALVANIZED.
206 8" STEEL BOLLARD, CONCRETE-FILLED AND PAINTED SAFETY YELLOW.
209 CONCRETE RAMP.
212 PROVIDE 10 MIL VAPOR BARRIER INCLUDED THROUGHOUT. REFER TO A0.2,ENVELOPE ASSEMBLY NOTES.
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.
301 60MIL FULLY ADHERED TPO ROOF ASSEMBLY, REFER TO A0.2.
401 PRE-CAST CONCRETE WALL, PAINTED.
403 1 1/2" V-REVEAL.
410 DOCK BUMPER.
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.
426 VERTICAL LIFT OVERHEAD SECTIONAL DOOR.
430 HIGH LIFT OVERHEAD SECTIONAL DOOR, REFER TO A0.2, ENVELOPEASSEMBLY NOTES.
501 STRUCTURAL STEEL JOIST.
502 CONCRETE FOOTING.
505 CONTINUOUS RIGID INSULATION BOARD REFER TO A0.2.
SEE SHEET A0.2 FOR GENERAL NOTES
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
WALL SECTIONSCALE: 1/4" = 1'-0"
4WALL SECTION
SCALE: 1/4" = 1'-0"5
ENLARGED FLOOR PLANN
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
CONCRETE MASONRY 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
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
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
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
A6.5
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
202 7" CONCRETE SLAB. REFER TO STRUCTURAL AND SHEET A0.2.
207 ROOF ACCESS LADDER WITH FALL ARREST SYSTEM.
226 SERVICE/MAN DOORS, COLOR: TO MATCH ADJACENT CONCRETEPANELCOLOR.
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.
401 PRE-CAST CONCRETE WALL, PAINTED.
403 1 1/2" V-REVEAL.
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.
501 STRUCTURAL STEEL JOIST.
502 CONCRETE FOOTING.
SEE SHEET A0.2 FOR GENERAL NOTES
KEYNOTES:
WALL LEGEND
LEGEND
SCALE: 1/4" = 1'-0"1
ENLARGED EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"4
ENLARGED FLOOR PLANN
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
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
5%
CD
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M. MARTIN
E.M.
WDC21-0012-00
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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
W102 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W103 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W104 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W105 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W106 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W107 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W108 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
W111 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W112 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W113 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W114 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W115 WAREHOUSE 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
W118 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W119 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W120 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W121 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W122 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W123 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W124 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W125 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W126 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W127 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W128 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W129 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
W130 WAREHOUSE F1 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINTED HOLLOW METAL PAINTED 2.1
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
W201 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W202 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W203 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W204 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W205 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W206 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W207 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W208 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W209 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W210 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W211 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W212 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W213 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W214 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W215 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W216 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W217 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W218 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W219 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W220 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W221 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W222 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W223 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W224 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W225 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W226 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W227 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W228 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W229 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W230 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W231 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W232 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W233 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W234 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W235 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W236 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W237 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W238 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W239 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W240 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W241 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W242 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W243 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W244 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W245 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W246 WAREHOUSE SD1 9'-0" 10'-0" 2" STEEL PAINT 5.1
W247 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
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
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
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
EE
NS
BO
RO
,N
OR
TH
CA
RO
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
T
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
PAINTED EXTERIOR CONCRETE WALL.
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
SEALANT & BACKER ROD
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
SEALANT & BACKER ROD
CLIP ANGLE WELDED
PAINTED EXTERIOR CONCRETE WALL.
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
PAINTED EXTERIOR CONCRETE 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
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
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
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.
PAINTED EXTERIOR CONCRETE WALL
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
PAINTED EXTERIOR CONCRETE WALL
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
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
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