W.O. Grubb-09.28.16 Permit SetROTATED
WITH
WATER HEATER
WOOD
WATER CLOSET
VERTICAL
VINYL COMPOSITION TILE
UNLESS NOTED OTHERWISE
TYPICAL
TUBULAR STEEL
TEMPERED
STRUCTURE (AL)
STEEL
STANDARD
SPECIFICATION (S)
SIMILAR
SHEET
SCHEDULE (ED)
SOLID CORE
ROOM
REINFORCING
REFER, REFERENCE
PAINT (ED)
PLYWOOD
OPPOSITE HAND
ON CENTER
METAL
MOUNTED
MASONRY OPENING
MISCELLANEOUS
MINIMUM
MECHANICAL
METAL BUILDING SUPPLIER
MAXIMUM
JOIST BEARING
INSULATION
STD.
EXPANSIONEXP.
FACE OF GRADE BEAM
AIR CONDITIONING
HEATING/VENTILATING/
GYPSUM BOARD
GAUGE, OR GAGE
FIBERGLASS REINFORCED PANEL
FACE OF MASONRY
FACE OF CONCRETE
HOSE BIB
H.V.A.C.
HDWR.
HT.
H.C.
HEIGHT
HARDWARE
HOLLOW CORE
F.O.G.B.
GYP. BD.
F.R.P.
F.O.M.
F.O.C.
H.B.
GL.
GA.
FIN.
FLR.
F.F.
EXT.
GLASS
FINISH FLOOR
FLOOR
FINISH (ED)
EXTERIOR
W/
VERT.
V.C.T.
U.N.O
W.C.
W.H.
WD.
TEMP.
STRUCT.
TYP.
T.S.
STL.
ABOVE FINISHED FLOORA.F.F.
EXPANSION JOINT
ELECTRIC WATER COOLER
CONTINUOUS
CONCRETE MASONRY UNIT
CONTROL JOINT
E.W.C.
CONT.
CONC.
D.S.
EQ.
ELEC.
E.J.
ELEV.
DWG.
DBL.
DR.
DET.
COL.
DOWNSPOUT
EQUAL
ELECTRICAL
ELEVATION
DRAWING
DOOR
DETAIL
DOUBLE
CONCRETE
COLUMN
C.M.U.
BLDG.
ANOD.
ALUM.
CLG.
C.J.
CLR.
CL
BOT.
BM.
BD.
ALT.
CLEAR
CEILING
CENTER LINE
BOTTOM
BEAM
BUILDING
BOARD
ANODIZED
ALTERNATE
ALUMINUM
O.H.
ROT.
SPEC.
SCHED.
SIM.
SHT.
S.C.
REINF.
PT (D)
PLYWD.
RM.
REF.
MTD.
O.C.
MTL.
M.O.
MISC.
MIN.
MECH.
M.B.S.
MAX.
ACOUSTICAL CEILING TILEA.C.T.
ADJ.ADJUSTABLE
INSUL.
JST.BRG.
W.O. Grubbs Crane
Rental Facility
Castle Hayne, NC
New Hanover County
Lisle Architecture & Design, Inc.
(910) 763-6053 : fax (910) 763-4517
Wilmington, North Carolina 28401
614 Market Street
LAV.LAVATORY
BRG. HT.BEARING HEIGHT
T.O.W.TOP OF WALL
T.O.S.TOP OF STEEL
T.O.P.TOP OF PARAPET
T.O.M.TOP OF MASONRY
HEIGHT ABOVE FINISHED FLOOR
ELEVATION
XX/XX
0'-0"
First Floor Elevation
A
A5.1
B
1
C
A3.1
C
A3.1
XX/XX
A
LC
Bedroom
COLUMN CENTERLINE
ROOM NAME & NUMBER
FACE OF MATERIAL
DIMENSION TO CENTERLINE
DOOR NUMBER
DIMENSION TO
A/A5.1
REF. DETAIL
WINDOW NUMBER
INTERIOR WALL PARTITION TYPE
WALL SECTION
ENLARGED DETAIL
SPOT ELEVATION OR
REVISION NUMBER
A - DETAIL
REVISION AND
A5.1 - SHEET
BUILDING SECTION
BUILDING OR INTERIOR
FACE OF STUDF.O.S.
1
101
CR Cover Sheet
C1.1 Site Plan
CD1 Code Summary
CD2 UL Listings
LS1 First Floor Life Safety Plan
LS2 Second Floor Life Safety Plan
SP-1 ADA Notes and Details
ARCHITECTURAL
A1.1 First Floor Plan
A1.2 Enlarged First Floor Plan
A1.3 Second Floor
A1.4 Enlarged Second Floor Plan
A1.5 Roof Plan
A2.1 Exterior Elevations
A2.2 Exterior Elevations
A3.1 Building Sections
A3.2 Building Sections
A3.3 Building Sections
A8.1 Schedules
STRUCTURAL
S1 Foundation Plan
S2 Structural Details
W.
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Lisle Architecture
& Design, Inc.
614 Market Street
Wilmington, NC 28401
(910) 763.6053 (o)
(910) 763.4517 (f)
323 W. Morgan St. Suite 100
Raleigh, NC 27601
(919) 980.0283 (o)
www.LisleArchitecture.com
1
SHEET NUMBER
NO
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V
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B
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SHEET TITLE
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09
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Cover Sheet
PRESSURE TREATEDP.T.
David Sims & Associates
(910) 791-8016 : Fax (910) 395-5734
Wilmington, North Carolina 28403
108 Giles Ave. Suite 100
MECHANICAL
M1 First Floor Mechanical Plan
M2 Second Floor Mechanical Plan
M3 Schedules
PLUMBING
P1 Waste and Vent Plans
P2 Water Plans
P3 Plumbing Schedules
ELECTRICAL
E1 First Floor Lighting Plan
E2 Second Floor Lighting Plan
E3 First Floor Power Plan
E4 Second Floor Power Plan
Pyrtle Engieering & Design PLLC
(910) 270-6288
Hampstead, North Carolina 28443
103 S. Sea Lily Ct.
W.
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Lisle Architecture
& Design, Inc.
614 Market Street
Wilmington, NC 28401
(910) 763.6053 (o)
(910) 763.4517 (f)
323 W. Morgan St. Suite 100
Raleigh, NC 27601
(919) 980.0283 (o)
www.LisleArchitecture.com
1
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Building Code
Data Summary
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2
9
Lisle Architecture
& Design, Inc.
614 Market Street
Wilmington, NC 28401
(910) 763.6053 (o)
(910) 763.4517 (f)
323 W. Morgan St. Suite 100
Raleigh, NC 27601
(919) 980.0283 (o)
www.LisleArchitecture.com
1
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UL Ratings
U904 3-HR Rating A
NTS
U455 3-HR Rating B
NTS
U432 1-HR Rating C
NTS
First Floor -
Life Safety
Plan
First Floor Life Safety Plan A
1/4"
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2
9
Lisle Architecture
& Design, Inc.
614 Market Street
Wilmington, NC 28401
(910) 763.6053 (o)
(910) 763.4517 (f)
323 W. Morgan St. Suite 100
Raleigh, NC 27601
(919) 980.0283 (o)
www.LisleArchitecture.com
1
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1
3HR 3HR 3HR 3HR 3HR 3HR 3HR 3HR 3HR 3HR 3HR
2 3 5 5
A
B
D
E
F
H
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
1H
R
3HR 3HR 3HR 3HR
5.34 62.41.81
BUSINESS OCCUPANCY
FIRST FLOOR: 2,638/ 100 GROSS = 27 OCCUPANTS
SECOND FLOOR: 2,638/ 100 GROSS = 27
TOTAL OCCUPANTS = 54
MAXIMUM TRAVEL DISTANCE: 200'
ACTUAL TRAVEL DISTANCE: 112'-0"
LEVEL EXIT WIDTH: 54(.2) = 10.8"
ACTUAL EXIT WIDTH: 252"
STAIR EXIT WIDTH: 35(.3) = 16.2"
ACTUAL STAIR EXIT WIDTH: 48"
2 REQUIRED EXITS IN EACH FIRE AREA
3'-
0
"
18
0
O
c
c
u
.
3'-
0
"
18
0
O
c
c
u
.
ACTUAL REMOTENESS: 79'-7"
REQUIR
E
D
R
E
M
O
T
E
N
E
S
S
:
8
4
'
-
8
"
(
12) = 42'-4
"
S-1 OCCUPANCY
FIRST FLOOR: 9,362/ 300 GROSS = 32 OCCUPANTS
MAXIMUM TRAVEL DISTANCE: 200'
ACTUAL TRAVEL DISTANCE:98'-1"
2 EXITS REQUIRED - 4 EXITS PROVIDED
LEVEL EXIT WIDTH: 32(.2) = 6.4"
ACTUAL EXIT WIDTH: 144
3'-0"
Occu.
3'-0"
Occu.
3'-0"
Occu.
3'
-
0
"
18
0
O
c
c
u
.
ACT
U
A
L
T
R
A
V
E
L
D
I
S
T
A
N
C
E
:
9
8
'
-
1
"
3'
-
0
"
18
0
O
c
c
u
.
Second Floor -
Life Safety
Plan
Second Floor Life Safety Plan A
1/4"
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Lisle Architecture
& Design, Inc.
614 Market Street
Wilmington, NC 28401
(910) 763.6053 (o)
(910) 763.4517 (f)
323 W. Morgan St. Suite 100
Raleigh, NC 27601
(919) 980.0283 (o)
www.LisleArchitecture.com
1
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3HR
3HR3HR3HR3HR3HR3HR3HR3HR3HR3HR3HR
1HR
1H
R
1H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
1 2 3 5 5
A
B
D
E
F
H
5.34 62.41.81
3'
-
0
"
18
0
O
c
c
u
3'-0"
180 Occu.4'-0"
TRAVEL
D
I
S
T
A
N
C
E
:
1
1
2
'
-
0
"
5'
-
0
"
W.
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N
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2
8
4
2
9
Lisle Architecture
& Design, Inc.
614 Market Street
Wilmington, NC 28401
(910) 763.6053 (o)
(910) 763.4517 (f)
323 W. Morgan St. Suite 100
Raleigh, NC 27601
(919) 980.0283 (o)
www.LisleArchitecture.com
1
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ADA Details &
Notes
ADA Notes **Door Clearances Restroom Details
General Notes
Toilet Stalls - Plans
Restroom Signage
1.THESE GENERAL NOTES SHALL APPLY TO ALL WORK AND ALL DRAWINGS IN THIS SET AND SHALL EXTEND TO
ANY CHANGES, EXTRAS, OR ADDITIONS AGREED TO DURING THE COURSE OF THE WORK.
2.DURING BIDDING OR PLACING THE CONTRACTOR MAKE KNOWN TO ARCHITECT ANY LIMITATIONS,
EXCLUSIONS, OR MODIFICATIONS TO THE PROJECT DURING THE BIDDING PHASE OF THE PROJECT. UNLESS
NOTED THEY WILL BE PRESUMED INCLUDED.
3.ALL CONTRACTORS TO BE INVOLVED IN THIS WORK SHALL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY
INSURANCE AS REQUIRED BY GOVERNMENTAL AGENCIES HAVING JURISDICTION AND COMPLY WITH
STATUTORY REQUIREMENTS FOR DISABILITY AND WORKMEN'S COMPENSATION. THEY WILL COMPLY WITH ALL
RULES AND REGULATIONS DICTATED BY THE OWNER AND THE CONDITIONS OF THE JOB. INSURANCE SHALL
PROTECT THE OWNER AND ANY OTHER GROUP TO BE NAMED FROM LIABILITY DUE TO THE CONTRACTOR'S
NEGLIGENCE. A PROPERLY EXECUTED CERTIFICATE OF INSURANCE, AIA DOCUMENT G705, SHALL BE
SUBMITTED TO THE ARCHTIECT FACILITIES DEPARTMENT PRIOR TO THE COMMENCEMENT OF ANY WORK.
4.DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND
ELEVATIONS, LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS.
5.THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE
TERM "OR APPROVED EQUAL" IS USED THE ARCHITECT ALONE SHALL DETERMINE THE EQUALITY BASED UPON
THE INFORMATION SUBMITTED BY THE CONTRACTOR.
6.THE GENERAL CONTRACTOR SHALL REVIEW ALL PLANS AND SPECIFICATIONS AND VERIFY ALL GOVERNING
DIMENSIONS OF THE BUILDING PRIOR TO THE COMMENCEMENT OF WORK. HE SHALL EXAMINE ALL
ADJOINING WORK OR AREAS UPON WHICH THE PERFORMANCE OF HIS WORK IS IN ANY WAY DEPENDENT.
ANY VARIATIONS OR DISCREPANCIES SHALL BE REPORTED WITH ALL DUE EXPEDIENCY TO THE ARCHITECT
PRIOR TO THE FABRICATION OR ERECTION OF THE WORK IN QUESTION. THE REPRESENTATIVE TO CONTACT
IS DAVID LISLE - 910-763-6053
7.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES
UNDER HIS JURISDICTION.
8.ANY INFORMATION REQUIRED BY THE CONTRACTORS THAT IS NOT SHOWN ON DRAWINGS OR OTHER
CONTRACT DOCUMENTS SHALL BE REQUESTED BY THE GENERAL CONTRACTOR FROM THE ARCHITECT.
9.THE CONTRACTOR SHALL BE ANSWERABLE TO THE ARCHITECT FOR HIS WORK AND SHALL NOT ACCEPT
INSTRUCTION WITHOUT VERIFICATION FROM THE ARCHITECT. CONTRACTOR WILL BE LIABLE FOR ANY
EXPENSE CAUSED BY THE EXECUTION OF SUCH WORK WITHOUT SUCH VERIFICATION AND FOR THE
EXPENSES CAUSED BY ITS REMOVAL OR CORRECTION.
10.A REPRESENTATIVE OF THE GENERAL CONTRACTOR AUTHORIZED TO DISCUSS THE WORK AND RECEIVE
INSTRUCTIONS SHALL BE AT THE JOB SITE AT ALL TIMES THAT WORK IS IN PROGRESS.
11.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR MISCELLANEOUS STEEL WORK, MOVABLE PARTITION
WORK, ALL WOODWORK, DOORS, FRAMES, HARDWARE, FINISHES AND SUCH WORK AS MAY BE SPECIFICALLY
REQUESTED IN THE CONTRACT DOCUMENTS TO THE ARCHITECT FOR WRITTEN APPROVAL. SHOP DRAWINGS
SHALL SHOW ALL DIMENSIONS AND CONDITIONS AND SHALL BE SUBMITTED IN TRIPLICATE. WHEN THE
ARCHITECT REQUIRES THE REVISION AND RESUBMITTAL OF SHOP DRAWINGS, SUCH RESUBMITTAL SHALL
OCCUR WITHIN ONE (1) WEEK OF NOTIFICATION OF SUCH REQUIREMENT.
12.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXTENT, NATURE, AND SCOPE OF WORK
DESCRIBED IN THE CONTRACT DOCUMENTS AND WILL COORDINATE WITH THE ARCHITECT, OR THE
ARCHITECT'S REPRESENTATIVE. THE GENERAL CONTRACTOR IS TO PROVIDE ALL LABOR AND MATERIALS
NECESSARY TO EXECUTE ALL WORK AS SHOWN ON THESE DRAWINGS WITH THE EXCEPTION OF THOSE
ITEMS NOTED AS SEPARATE CONTRACTS OR "N.I.C." HE SHALL BE RESPONSIBLE FOR COORDINATING THIS
WORK WITH THAT OF ALL OTHER TRADES INCLUDING THOSE OPERATING UNDER SEPARATE CONTRACT WITH
THE LANDLORD AND/OR MSDW
13.ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN AND IN ACCORDANCE WITH THE
BEST PRACTICES OF THE TRADES INVOLVED. CARE SHALL BE TAKEN TO ENSURE COMPLIANCE WITH
BUILDING REGULATIONS AND/OR GOVERNMENTAL LAWS, STATUTES, OR ORDINANCES CONCERNING THE USE
OF UNION LABOR.
14.ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT UNLESS
OTHERWISE NOTED.
15.ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE AND IN PROPER
ALIGNMENT.
16.MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS UNLESS OTHERWISE NOTED.
17.WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF GOVERNMENTAL
AGENCIES HAVING JURISDICTION AND SHALL CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL
CONSTRUCTION, SAFETY, AND SANITARY LAWS, CODES, STATUTES, AND ORDINANCES. ANY DISCREPANCIES,
VARIATIONS, OR OMISSIONS IN THE CONTRACT DOCUMENTS SHALL BE REPORTED PROMPTLY TO THE
ARCHITECT.
18.ALL FEES, TAXES, PERMITS, APPLICATIONS, AND CERTIFICATES OF INSPECTION AND THE FILING OF ALL WORK
WITH GOVERNMENTAL AGENCIES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
19.TIME IS OF THE ESSENCE AND THE GENERAL CONTRACTOR SHALL KEEP SUFFICIENT WORKMEN ON THE JOB
SITE AT ALL TIMES TO PERFORM THE WORK IN THE MOST EXPEDITIOUS MANNER CONSISTENT WITH GOOD
WORKMANSHIP, SOUND BUSINESS PRACTICE, AND THE BEST INTERESTS OF THE OWNER.
20.SHOULD OWNER REQUIRE WORK TO BE PERFORMED ON PREMIUM TIME ABOVE AND BEYOND THAT IMPLIED
BY THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL GIVE WRITTEN NOTICE AND THE CONTRACTOR
SHALL COMPLY THEREWITH.
21.EACH TRADE WILL BE EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY OR DETAIN THE TRADE
FOLLOWING THEM.
22.ALL WORK SHALL BE COMPLETED FOR THE AGREED CONTRACT PRICE WITHOUT RECOURSE TO LABOR
STOPPAGES OR REVISIONS OF GOVERNING REGULATIONS, LAWS AND CODES ABOUT WHICH THE
CONTRACTOR COULD HAVE REASONABLY BEEN EXPECTED TO HAVE HAD FOREWARNING AND TO HAVE MADE
APPROPRIATE CONTINGENCY PLANS PRIOR TO THE SIGNING OF THE CONTRACT.
23.THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL WORK OR CHANGES FOR WHICH HE
EXPECTS ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION
FROM THE ARCHITECT. FAILURE TO OBTAIN SUCH AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR SUCH
EXTRA COMPENSATION.
24.ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE AS QUIETLY AND AS
FREE OF VIBRATION AS POSSIBLE.
25.ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS IN DESIGN, WORKMANSHIP, AND
MATERIALS FOR A PERIOD OF AT LEAST ONE (1) YEAR FROM THE ARCHITECTS APPROVAL FOR FINAL
PAYMENT.
26.CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OF ACCUMULATIONS OF WASTE MATERIALS
OR RUBBISH CAUSED BY HIS OPERATIONS CONTRACTOR SHALL CONFINE HIS OPERATIONS FOR REMOVAL TO
SUCH METHODS AS MAY BE AGREEABLE TO THE OWNER. PREMISES TO BE SWEPT CLEAN OF RELATED
CONSTRUCTION DEBRIS DAILY.
27.
27.UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECT WHICH SHALL COMPILE
A "PUNCH LIST" OF CORRECTIONS AND UNSATISFACTORY AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL
BE CONTINGENT ON THE COMPLETION OF THESE ITEMS UNDER THE TERMS OF THE CONTRACT.
28.DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS SHALL BE INDICATED TO SCALE IN
CONTRASTING INK ON THE DRAWINGS FOR ALL RUNS OF MECHANICAL AND ELECTRICAL WORK INCLUDING
SITE UTILITIES AND CONCEALED DEVIATIONS FROM THE DRAWINGS. UPON COMPLETION OF THE PROJECT,
INCLUDING THE PUNCH LIST, THIS INFORMATION SHALL BE TRANSFERRED TO A SET OF PDF DRAWINGS. THIS
SET SHALL BE CONSPICUOUSLY MARKED "AS BUILT SET" AND RETURNED TO THE ARCHITECT WITH ONE (1)
COPY TO THE OWNER.
29.DRAWINGS IN THIS SET AND THE DESIGNS THEREON ARE THE PROPERTY OF LISLE ARCHITECTURE & DESIGN ,
INC.
30.IT IS INTENDED THAT THE GENERAL CONTRACTOR PROVIDE A COMPLETE JOB AND ANY OMISSIONS IN THESE
NOTES OR IN THE OUTLINE OF WORK SHALL NOT BE CONSTRUED AS RELIEVING THE GENERAL CONTRACTOR
OF SUCH RESPONSIBILITIES AS ARE IMPLIED BY THE SCOPE OF THE WORK EXCEPT FOR ITEMS SPECIFICALLY
NOTED.
31.SHOULD ANY PORTION OF THE CONTRACT DOCUMENTS PROVE TO BE, FOR WHATEVER REASONS,
UNENFORCEABLE, SUCH UNENFORCEABILITY SHALL NOT EXTEND TO THE REMAINDER OF THE CONTRACT
NOR SHALL IT VOID ANY OTHER PROVISION OF THE CONTACT UNLESS IT BE SHOWN THAT THE CONTRACT OR
THE PROVISIONS THEREOF ARE DEPENDENT UPON THE UNENFORCEABLE PARTS FOR THEIR MEANING.
32.THROUGHOUT THE DURATION OF THE PROJECT THE GENERAL CONTRACTOR SHALL REFRAIN FROM ACTIONS
THAT COULD LEAD TO THE FILING OF A CLAIM OF LIEN AGAINST OWNER BY SUBCONTRACTORS OR SUPPLIERS
OF LABOR, MATERIALS, SERVICES, OR EQUIPMENT OR ANY OTHER INDIVIDUAL, COMPANY, OR ENTITY SO
ENTITLED UNDER GOVERNING LAWS AND REGULATIONS UNLESS HE CAN SHOW REASONABLE AND
JUSTIFIABLE CASE. APPROVAL FOR FINAL PAYMENT SHALL BE CONTINGENT UPON THE GENERAL
CONTRACTOR'S OBTAINING AND FURNISHING TO THE ARCHITECT SIGNED RELEASES FROM SUCH
INDIVIDUALS, COMPANIES, OR ENTITIES.
33.THE CONTRACTOR SHALL MAKE KNOWN TO THE ARCHITECT ANY DISCREPANCIES THROUGHOUT THE
DRAWINGS PRIOR TO CONSTRUCTION. IF THE CONTRACTOR DOES NOT MAKE THEM KNOWN, HE SHALL TAKE
RESPONSIBILITY AND LIABILITY FOR THE MOST EXPENSIVE OR HIGHEST QUALITY ITEM.
17" MIN.
PROTECTED PIPING
27
"
M
I
N
.
9"
MI
N
.
MIN.
8"
LEVER VALVE
MIRROR
6"
MAX.
29
"
M
I
N
.
34
"
M
A
X
.
40
"
M
A
X
.
19" MAX.
27
"
M
I
N
.
1. Ramps used as a part of a means of egress shall have a running slope not steeper than
one unit vertical in 12 units horizontal (8-percent slope). (2012 NCSBC 1010.2, ANSI-2009
405 )
2.A minimum of one accessible route within the boundary of the site shall be provided from
public transportation stops, accessible parking spaces, accessible passenger loading zones,
public streets and sidewalks, to the accessible building entrance(s) which they serve. (2012
NCSBC 1104.1, ANSI-2009 5).
Signage complying with 1110 indicating the direction to nearest accessible entrance shall be
placed at or near each inaccessible entrance such that a disabled person will not be required
to retrace the approach route from that inaccessible entrance. The International Symbol of
Accessibility shall be used to identify each accessible entrance. (2012 NCSBC 1110.2,
ANSI-2009 703)
3.Every required entrance or passage doorway shall be of a size as to permit the installation
of a door not less than 3'-0" in width and not less than 6'-8" in height. Doors shall be
capable of opening at least 90 degrees and shall be so mounted that the clear width of the
doorway is not less than 32". (2012 NCSBC 1008.1.1, ANSI-2009I 404.2.2).
4.Hand activated door opening hardware shall be centered between 30" to 44" above the floor.
Latching and locking doors that are hand activated and which are in the path of travel, shall
be openable with a single effort by lever type hardware, by panic bars, push-pull activating
bars, or other hardware designed to provide passage without requiring the ability to grasp the
opening hardware. Locked exit doors shall operate as above in egress direction. Handles,
pulls, latches, locks, and other operating devices on accessible doors shall have a shape
that is easy to grasp with one hand and does not require tight grasping, tight pinching, or
twisting of the wrist to operate. Lever operated mechanism, push-type mechanism, and
U-shape handles are acceptable designs. When sliding door are fully open, operating
hardware shall be exposed and usable from both sides. (2012 NCSBC 1008.1.3.2,
ANSI-2009 404.2.6).
5.The width of the level and clear area on the side to which the door swings shall extend 24"
past the strike edge of the door for exterior doors and 18" past the strike edge for interior
doors. (2012 NCSBC 1008.1, ANSI-2009 404.2.3.1). Refer to Door Clearances this Sheet.
6.The floor or landing shall not exceed 1/2" lower than the threshold of the doorway. Change
in level between 1/4" to 1/2" shall be beveled with a slope no greater than 1:2. (2012
NCSBC 1008.1.6, ANSI-2009 404.2.4).
7.Maximum effort to operate doors shall not exceed 8 1/2 lbs. for exterior door and 5 lbs. for
interior doors. Such pull or push effort being applied at right angles to hinged doors and at
the center plane of sliding of folding doors. Compensating devices or automatic door
operators may be utilized to meet the above standards. When fire doors are required, the
maximum effort to operate the doors may be increased not to exceed 15 lbs. (2012
NCSBC 1008.1.2, ANSI-2009 404.2.8).
8.Walks and sidewalks shall have a continuous slip resistant surface that shall not be
interrupted by steps or abrupt changes in level greater than 1/4". If walks cross driveways
or parking lots, then they shall blend to a common level by means of curb cuts, curb ramps
or sloped areas whose gradient shall not exceed 1:12.
Walks shall maintain a minimum of 48" in width. (2012 NCSBC 1104.2)
20.Toilet flush controls shall be operable with one hand and shall not require tight grasping,
pinching, or twisting of the wrist. Controls for the flush valves shall be mounted on the wide
side of the toilet areas, no more than 44" above the floor. The force required to activate
controls shall be no greater than 5 lbs. (ANSI-2009 604.10.6).
21.Toilet Accessories. (ANSI-2009 606)
A.A clear floor space of 30" x 48" complying with Section 522(c) shall be provided in front of a
lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an
accessible route and shall extend into knee and toe space underneath the lavatory.
B.Mirrors shall be mounted with the bottom edge no higher than 40" from the floor. Towel,
Sanitary Napkins, Waste Receptacles. Where towel, sanitary napkins, waste
receptacles, and other similar dispensing and disposal fixtures are provided, at least
one of each type shall be located with all operable parts, including coin slots, within 40"
from the finished floor.
C.Toilet Tissue Dispensers. Toilet tissue dispensers shall be located on the wall within 12" of
the front edge of the toilet seat.
22.Height and Clearances. Lavatories shall be mounted with the rim or counter surface no
higher than 34"(865mm) above the finished floor. Provide a clearance of at least
29"(735mm) from the floor to the bottom of the apron. Knee and toe clearance shall comply
with Restroom Details this sheet. Lavatories shall be mounted with a minimum distance of
18" to the centerline of the fixture. (ANSI-2009 606.3)
23.Clear Floor Space. A clear floor space of 30" x 48" (760mm x 1220mm) complying with
ADA 11.6 shall be provided in front of a lavatory to allow forward approach. Such clear
floor space shall adjoin or overlap an accessible route and shall extend a maximum of
19"(485mm) underneath the lavatory. See Restroom Details this sheet. (ANSI-2009 606.2)
24.Exposed Pipes and Surfaces. Hot water and drain pipes under lavatories shall be insulated
or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories.
(ANSI-2009 606.6)
25.Faucets shall comply with ANSI-2009 606.4. Lever- operated, push-type, and electronically
controlled mechanisms are examples of acceptable designs. Self-closing valves are
allowed if the faucet remains open for at least 10 seconds.
26.Grab bars, tub and shower seats, fasteners and mounting devices shall be designed for
250 lbs. per linear foot load. (ANSI-2009 607.4).
27.Grab bars shall be located on each side, or one side and the back of the physically disabled
toilet stall or compartment and shall be securely attached 33" above and parallel to the
floor. (ANSI-2009 604.5).
28.The diameter or width of the gripping surface of the grab bar shall be 1 1/4" to 1 1/2" or the
shape shall provide an equivalent gripping surface. (ANSI-2009 609.2).
29.Alcoves. Water fountains shall be located completely within alcoves or otherwise
positioned so as not to encroach into pedestrian ways. The alcove in which the water
fountain is located shall be not less than 32" in width and 18" in depth. The surface of the
path of travel at the water fountain shall be textured so that it is clearly identified by a blind
person using a cane. The minimum textured area shall extend from the wall supporting the
water fountain to 1'-0" beyond the front edge of the water fountain and shall extend 1'-0"
beyond each side of the water fountain, or wing walls shall be provided on each side of the
water fountain. The wing walls shall project out from the supporting wall at least as far as
the water fountain to within 6" of the surface of the path of travel. Also there shall be a
minimum of 32" clear between the wing walls.
Size and Approach. The minimum clear ground floor space required to accommodate a
single, stationary wheelchair and occupant is 30" x 48". The minimum clear floor or ground
space for wheelchairs may be positioned forward or parallel approach to an object. Clear
floor or ground space for wheelchairs may be part of the knee space required under some
objects.
Relationship of Maneuvering Clearance to Wheelchair Spaces. One full unobstructed side
of the clear floor or ground space for a wheelchair shall adjoin another wheelchair clear
floor space. If a clear floor space is located in an alcove or otherwise confined on all or part
of three sides, additional maneuvering clearances shall be provided. (ANSI-2009 602)
30. Water closet compartments shall be equiped with a door that has an automatic closing
device, and shall have a clear unobstructed opening width of 32" when located at the end
and 34" when located at the side with the door positioned at an angle of 90 degrees from
it's closed position. Except for door opening widths and door swings, a clear unobstructed
access not less than 44" shall be provided to water closet compartments designed for use
for the handicapped/people with disabilities and the space immediately in front of a water
closet compartment shall be not less than 48" as measured at right angles to compartment
door in it's closed position. (ANSI-2009 604.8.3)
17.Electrical and communications system receptacles mounted on, or built in to, walls or
partitions shall be located 15 inches minimum above the finished floor or ground level.
(ANSI-2009 308).
16.The mounting height for controls and operating mechanisms in accessible spaces, along
accessible routes, or part of accessible elements (e.g. a light switch, dispenser control, or
Automatic Teller Machine) shall comply with ANSI-2009 Chapter 3.
Forward Reach: (ANSI-2009 308.2)
For an unobstructed forward reach, controls and operating mechanisms shall be
located between 15 inches minimum to 48 inches maximum above the finished floor or
ground level.
For a forward reach over an obstruction the maximum height of any control or operating
mechanism above the finished floor or ground level shall be:
(1) 48" if the depth of the obstruction is less than 20 inches; or
(2) 44" if the depth of the obstruction is 20 inches to 25 inches
Parallel Reach: (ANSI-2009 308.3)
For an unobstructed 10 inches maximum side reach, controls and operating
mechanisms shall be located 9 inches minimum to 54 inches maximum above the
finished floor or ground level.
For a side reach over an obstruction, the obstruction shall have a 34 inches maximum
height and a 24 inches maximum depth. Controls and operating mechanisms shall be
located 46 inches maximum above the finished floor or ground level.
18.The international symbol of accessibility shall be the standard used to identify facilities that
are accessible to, and usable by, physically disabled persons as set forth in these building
standards and ADA. The symbol specified above shall consist of a white figure on a blue
background. The blue shall be equal to color number 15090 in federal standard 595A. All
Signage shall comply with Chapter 11 of the 2012 NC State Building Code (2012 NCSBC
1110.1).
19.At kitchen sinks, faucet controls, and operating mechanisms shall be operable with one
hand and shall not require tight grasping, pinching, or twisting of the wrist. The force
required to activate controls shall be no greater than 5lbs. Lever-operated, push-type,
and electronically controlled mechanisms are examples of acceptable designs.
Self-closing valves are allowed if the faucet remains open for at least 10 seconds. Sinks
shall be mounted on counter surface no higher than 34" above finish floor and shall
provide knee clearance of 27" high (min.) x 30" wide (min.) x 19": deep (min.) underneath
sink. (ANSI-2009309.4).
9.Abrupt changes in level along any of accessible route shall not exceed 1/2". When changes
in level do occur, they shall be beveled with a slope no greater than 1:2 . (ANSI-2009 303).
11.All public walks that terminate at accessible entrances shall have a clear floor area at the
door(s) in compliance with the applicable requirements of ANSI-2009 Table 404.2.3.1.
10.If a public walk has less than 60 inches clear width, then a 60 inches by 60 inches minimum
clear passing space shall be provided at intervals not greater than 200 feet. The
T-intersection of two walks is an acceptable passing space. (ANSI-2009 403.5.2).
15.If alarm indicating appliances are provided, then audible and visual appliances complying
with ANSI-2009 702 shall be provided.
32.Elevator operation shall be automatic with each car equipped with a self-leveling device
that will automatically bring the car to the floor landings with a tolerance of 1/2 inch under
rated loading to zero loading conditions. Self-leveling shall be automatic and independent
of the elevator operating mechanism and shall correct for over-travel and under-travel.
(ANSI-2009 407.4.4).
33.Automatic, power operated, horizontal sliding car and hoistway doors shall be provided.
(ANSI-2009 407.3).
36.Regardless of the door position, the clear opening shall be 36 inches minimum. (ANSI-2009
407.4.1).
37.A 1-1/4" maximum gap shall be permitted between the car platform sill and the edge of any
hoistway landing. ( ANSI-2009 407.4.3)
34.Cabs with center opening doors shall have an 80 inches minimum width and a 51 inches
minimum depth. The depth of the cab from the inside face of the cab doors to the wall
opposite shall be 54 inches minimum. (ANSI-2009 407.4.1).
35.Cabs with side-slide doors shall have a 68 inches minimum width and 51 inches minimum
depth. The depth of the cab from the inside face of the cab floor(s) to the wall opposite
shall be 54 inches minimum. ( ANSI-2009 407.4.1)
WARNING: Other codes, including but not limited to : Fire Code, Building Code, Elevator
Code and Regulations adopted by the State Fire Marshall may contain more restrictive
provisions regarding elevator cab. size. Check with the appropriate enforcing officals for
details.
38.Call buttons: The common horizontal centerline shall be a nominal 42 inches above the
finished floor (36" min. and 48" max. height), except for the photo electric tube by-pass
switch, emergency controls shall be grouped in one location in or adjacent to the bottom of
the panel and no lower than 2'-11" from the floor. For multiple controls, one set must
comply with the height requirements. The emergency telephone shall be positioned at 4'-0"
maximum above the floor with a 2'-5" minimum cord. (ANSI-2009 407.4.6).
39.Car control buttons shall be 3/4" minimum and raised 1/8" minimum (+/- 1/32"). Control
buttons shall be illuminated, have square shoulders, and be activated by a mechanical
motion that is detectable. All buttons shall be designated by a 5/8" minimum Arabic symbol
to the left of the control button with a braille symbol below the Arabic symbol. 3/8"
minimum shall be provided between rows of control buttons. Raised characters shall be
white on a black background. Controls and emergengy equipment identified by raised
symbols shall include: door open, door close, alarm bell, emergency stop and telephone.
(ANSI-2009 407.4.6).
40.A handrail is required on one wall of the car, preferably the rear. The bar shall be 1 1/2"
minimum clear from the wall and 32" (+/-) above the floor. (2012 NCSBC 3001.3).
NOTE: Until the office of the State Architect issues specifications for elevator handrails, this
Building Department will accept handrails of a size which conforms to that specified for
restrooms or stairs or ramps only.
41.A visual and audible signal shall be provided at each hoistway indicating the car answering
the call and the direction of travel. Visual signals shall be 2 1/2" x 2 1/2" minimum. Audible
signals shall sound once for the up direction and twice for the down direction or shall have
verbal annunciations that say up or down. The center line of these signalling fixtures shall
be 72" from the lobby floor. (ANSI-2009 407.2.2).
42.Elevator landing jambs shall have the number of the floor for which the jamb is located
designated by a 2" minimum Arabic numeral and a raised braille symbol at a height of 5'-0"
above the floor and both sides of the door. Raised braille symbol shall be directly to the
left of the Arabic symbol and shall be on a contrasting background. (ANSI-2009 407.2.3).
13.Handrails projecting from a wall shall have a space of not less than 1 1/2" between the wall
and handrail. (2012 NCSBC 1012.6, ANSI-2009 505.5).
12.Handrail gripping surfaces shall be between 1-1/4" min. and 1-1/2" max. width or outside
diameter. The shape shall provide an equivalent gripping surface. Handrail surfaces shall
be smooth with no sharp edges. (2012 NCSBC 1012.3, ANSI-2009 505.7)
14.Handrail end shall be rounded or shall return smoothly to the floor, wall or post. (2012 NCSBC
1012.5, ANSI-2009 505.6)
** NOTE: The 2012 NC State Building Code Chapter 11 takes precedence over the notes
above. If there are any discrepancies between these drawings and the Code, contact the
Architect prior to installation for clarification.
31.Sales & Kitchen Counters shall have a min width of 36" and a max height of 36"
(ANSI-2009 904.3) and shall have a 30"Wx48"L minimum clear floor space for each fixture,
appliance, storage facility, etc. and a 40" minimum clear aisle.
Each accessible kitchen shall have one pull-out worktop with a height of 34" and min. clear
width of 30", one shelf at 48" max. above the finished floor, and a sink which complies with
ANSI 606 with a 30" min. clear floor width that extends under the sink 19" max. with min.
29" knee clearance.1.BEFORE COMMENCING WORK THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY AREAS THAT HAVE
NOT BEEN SATISFACTORILY COMPLETED BY THE LANDLORD AND/OR THE PREVIOUS TENANT TO MEET THE BASE
BUILDING REQUIREMENTS (FIREPROOFING, DUCTWORK, CONDITION OF SLAB, CONDITION OF CORE AND DEMISING
WALLS, UTILITY HOOKUPS, ELECTRICAL PANELS, ETC.).
2.GREAT CARE SHALL BE EXERCISED TO ASSURE THAT THE BUILDING SHALL BE PROTECTED FROM DAMAGE THAT
COULD OCCUR BECAUSE OF THIS WORK AND CONTRACTORS SHALL PROVIDE PROTECTION FOR EXISTING AREAS AND
NEW WORK AREAS. ANY DAMAGES DUE TO THIS WORK, OR ACCIDENTS SHALL BE REPAIRED, REPLACED, OR PATCHED
AT THE DISCRETION OF THE ARCHITECT. THE CONTRACTOR SHALL BEAR FINANCIAL RESPONSIBILITY FOR SUCH
DAMAGE AND ANY WORK UNDERTAKEN TO CORRECT IT.
3.THE CONTRACTOR SHALL EXERCISE GREAT CARE IN PROTECTING ALL MATERIALS EXISTING ON THE JOB FROM
DAMAGE AND SHALL MAINTAIN PROTECTION FOR ALL TRAFFIC AREAS OF THE BUILDING TO BE USED DURING THE
EXECUTION OF WORK RELATING TO THIS CONTACT WITH THE UNDERSTANDING THAT THE CONTRACTOR WILL
RECTIFY ANY DAMAGE ATTRIBUTABLE TO HIS OPERATIONS.
4.IT IS EXPECTED THAT SUFFICIENT LABOR WILL BE PROVIDED SO THAT ACTIVITY FOR ANY GIVEN TRADE WILL NOT BE
LIMITED TO ONLY ONE PART OF THE TOTAL WORK AREA.
5.EXISTING CONVECTOR/RADIATOR/PERIMETER ENCLOSURES ARE TO BE COVERED DURING THE WORK AND PROPERLY
CLEANED AND VACUUMED PRIOR TO REINSTALLATION AND/OR THE COMPLETION OF CONSTRUCTION.
6.THE GENERAL CONTRACTOR SHALL NOT PLACE CEILING HVAC REGISTERS OR DIFFUSERS WHEREVER SHELVING,
FILES, OR OVER FILE UNITS ARE INDICATED ON THE DRAWINGS.
7.THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL EXIT SIGNS AS REQUIRED BY LOCAL CODES UPON
APPROVAL OF SIGN LOCATIONS AND STYLES BY THE ARCHITECT AND BUILDING OFFICIALS HAVING JURISDICTION.
Upfit Notes
5$,/ 6625&+520(
17
"
m
i
n
.
1-1/2"
42" min.
33
"
-
3
6
"
TOILET
36" min.
18"
6"
19
"
m
a
x
.
max.
12"
LC
MAX.
12"
3'-5"
3'
-
5
"
1'-
6
"
First Floor Plan
PLAN
NORTH
First Floor Plan A
1/4"
W.
O
.
G
r
u
b
b
55
3
1
B
a
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b
a
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B
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a
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,
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C
2
8
4
2
9
Lisle Architecture
& Design, Inc.
614 Market Street
Wilmington, NC 28401
(910) 763.6053 (o)
(910) 763.4517 (f)
323 W. Morgan St. Suite 100
Raleigh, NC 27601
(919) 980.0283 (o)
www.LisleArchitecture.com
1
SHEET NUMBER
NO
.
RE
V
.
/
SU
B
.
DA
T
E
PR
O
J
E
C
T
N
O
:
1
6
1
2
4
SHEET TITLE
DA
T
E
:
0
9
.
2
7
.
1
6
09
.
2
2
.
1
6
O
w
n
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r
R
e
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.
Finish Schedule B
1/4"
1
3HR 3HR 3HR 3HR 3HR 3HR 3HR 3HR 3HR 3HR 3HR
2 3 5 5
A
B
D
E
F
H
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
1H
R
3HR 3HR 3HR 3HR
5.34 62.41.81
Shop
114
Equipment
116
Wash Room
115
3'-4"12'-2"17'-10 3/4"13'-7 1/4"31'-9"31'-0"11'-3"4'-0"
A
A1.2
76
'
-
0
"
80
'
-
2
"
32
'
-
4
"
30'-6"31'-6"32'-0"31'-0"
60
'
-
8
1
/
2
"
18
'
-
1
1
/
2
"
30'-0"93'-8"
30
'
-
0
"
20
'
-
0
"
30
'
-
0
"
13
'
-
1
0
"
5'
-
8
"
13
'
-
0
"
A/A2.1
B/
A
2
.
1
A/A2.2
B/
A
2
.
2
4'-
2
"
32
'
-
4
"
22'-6"80'-0"22'-6"
Enlarged First
Floor Pla
PLAN
NORTH
Enlarged First Floor Plan A
1/4"
W.
O
.
G
r
u
b
b
55
3
1
B
a
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b
a
d
o
s
B
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Ca
s
t
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e
H
a
y
n
e
,
N
C
2
8
4
2
9
Lisle Architecture
& Design, Inc.
614 Market Street
Wilmington, NC 28401
(910) 763.6053 (o)
(910) 763.4517 (f)
323 W. Morgan St. Suite 100
Raleigh, NC 27601
(919) 980.0283 (o)
www.LisleArchitecture.com
1
SHEET NUMBER
NO
.
RE
V
.
/
SU
B
.
DA
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PR
O
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6
1
2
4
SHEET TITLE
DA
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:
0
9
.
2
7
.
1
6
09
.
2
2
.
1
6
O
w
n
e
r
R
e
v
.
Typical Mounting Hts.B
1/2"
3HR 3HR 3HR 3HR 3HR 3HR 3HR 3HR 3HR 3HR 3HR
3H
R
1H
R
3HR 3HR 3HR 3HR
Dispatcher
105
Branch Manager
104
Sales
102
Conference
103
Receptionist
101
Work Room
113
Men
110Women
111
Unisex Restroom
112
Service Manager
107
Storage
108
Lounge
109
Lobby
100
Stair
C01
Hallway
106
11'-6"11'-0"12'-0"20'-2"12'-0"12'-0"
1'-6"4'-4"4'-6"10'-8"7'-8"7'-4"7'-4"12'-0"6'-0"5'-4"12'-0"
12
'
-
8
"
6'
-
0
"
13
'
-
8
"
5'
-
0
"
3'
-
8
"
8'
-
0
"
2'
-
0
"
5'-10"5'-8"2'-4"3'-8"
106
A
11
6
107
103
102
100B
110
114
C
117A
105104
11
1
114B
10
6
B
100D 100C
10
0
A
E/
A
8
.
1
G/
A
8
.
1
D/
A
8
.
1
F/A8.1
G/
A
8
.
1
A A A A A AA
A
A
A
B
1'-6"4'-4"8'-0"3'-8"3'-6"3'-3 1/2"19'-0 3/4"
13
'
-
0
"
6'
-
0
"
12
'
-
8
"
17
'
-
0
"
8'
-
0
1
/
2
"
7'
-
3
1
/
2
"
5'-
4
1
/
2
"
4'
-
6
3
/
4
"
5'
-
5
"
10
'
-
6
3
/
4
"
6'
-
7
1
/
2
"
A A3
.
1
A A3
.
1
C/A3.1
D/
A
3
.
1
A/
A
3
.
2
B/
A
3
.
1
A/
A
3
.
3
OP
P
.
UP
UP
2 2 2
3
3
A/A2.1
B/
A
2
.
1
3
3
108
11'-6"10'-7"12'-2"6'-8"
109
114
D
11'-0"6'-6"10'-4"11'-3"
1'
-
5
"
AD
A
3'-0"6"
18"
2'
-
1
1
"
1'
-
5
"
AD
A
3'-6"
1'
-
7
"
4'
-
0
"
M
A
X
.
5
PAPER TOWEL DISP.
3'-6"
1'-0"
2
1
3'
-
5
"
1'-
6
"
3'-5"7 7
3'-
4
"
M
A
X
.
2'-
1
0
"
M
A
X
.
2'
-
5
"
M
I
N
.
2'-
2
"
M
I
N
.
1'-3"
36
4'
-
0
"
4Toilet Accessories Schedule
Item Manufacturer
36" Grab Bar
42" Grab Bar Bradley Model 812-42
Framed Mirror 780 Series - Sized to Fit
Paper Towel Dispenser
Toilet Paper Dispenser Bradley Model 5A10-11
Note:
Substitutions Acceptable per Owner and Architects Approval.
1
2
3
4
5
6
7
Bradley Model 2496
18" Grab Bar Bradley Model 812-18
Bradley Model 812-36
Soap Dispenser Bradley Model 6A01-11
Wall Type Schedule
1
U905 3-HR Rated Wall, See A/CD22
NOTE: All Walls are Type 1 Unless Otherwise Noted
4" 20 GA Metal Studs up to 6" Above Ceiling w/ 1
2" Gyp. Bd. Each Side, Ptd. w/
Sound Attenuation Batting w/ 4" Vinyl Base Each Side
U455 3-HR Rated Wall, See B/CD23
U432 1-HR Rated Wall, See C/CD24
8" Solid Fille CMU Wall up to 8'-0" AFF w/ Metal Bldg. Girts and Metal Panel up to
Underside of Mtl. Deck5
Second Floor
Plan
PLAN
NORTH
Second Floor Plan A
1/8"
W.
O
.
G
r
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b
b
55
3
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B
a
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b
a
d
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2
8
4
2
9
Lisle Architecture
& Design, Inc.
614 Market Street
Wilmington, NC 28401
(910) 763.6053 (o)
(910) 763.4517 (f)
323 W. Morgan St. Suite 100
Raleigh, NC 27601
(919) 980.0283 (o)
www.LisleArchitecture.com
1
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3HR
3HR3HR3HR3HR3HR3HR3HR3HR3HR3HR3HR
1HR
1H
R
1H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
3H
R
1 2 3 5 5
A
B
D
E
F
H
5.34 62.41.81
Shop Below Wash Bay Below
Equipment Room Below
2'x10' Prismatic Skylight Typ.
A
A1.4
22'-6"80'-0"22'-6"
80
'
-
2
"
32
'
-
4
"
125'-0"
Wall Type Schedule
1
U905 3-HR Rated Wall, See A/CD22
NOTE: All Walls are Type 1 Unless Otherwise Noted
4" 20 GA Metal Studs up to 6" Above Ceiling w/ 1
2" Gyp. Bd. Each Side, Ptd. w/
Sound Attenuation Batting w/ 4" Vinyl Base Each Side
U455 3-HR Rated Wall, See B/CD23
U432 1-HR Rated Wall, See C/CD24
8" Solid Fille CMU Wall up to 8'-0" AFF w/ Metal Bldg. Girts and Metal Panel up to
Underside of Mtl. Deck5
Enlarged
Second Floor
Plan
Enlarged First Floor Plan A
1/4"
W.
O
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9
Lisle Architecture
& Design, Inc.
614 Market Street
Wilmington, NC 28401
(910) 763.6053 (o)
(910) 763.4517 (f)
323 W. Morgan St. Suite 100
Raleigh, NC 27601
(919) 980.0283 (o)
www.LisleArchitecture.com
1
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PLAN
NORTH
3HR
3HR3HR3HR3HR3HR3HR3HR3HR3HR3HR3HR
1HR
1H
R
1H
R
3H
R
203
B
204A
204
D
A/
A
3
.
3
DN
DN
4 4
4
3
Storage
203
Office
205
Unfinished Space
Conference
200
Womens Room
202
Mens Room
201
Hallway
204
Stair #1
C01
205201
20
0
204B
202 203A
204C
A A3
.
1
A A3
.
1
6'-6"22'-6"21'-7"22'-9"6'-8"
30'-10"
1'-6"8'-10"
8'-0"7'-10"33'-2"12'-4"
13
'
-
2
"
5'-
4
"
13
'
-
2
"
5'
-
4
1
/
2
"
20
'
-
6
1
/
4
"
6'-
7
1
/
2
"
5'-
8
"
5'-10"4'-8"
Stair #2
C02
A A A A
A
A
A
7'-
3
1
/
2
"
25
'
-
0
1
/
2
"
17'-2"16'-0"
47'-10"
7'-0"
2'-
3
"
5'-4"
3
3'-2"
4'-8"
9'-
5
"
1'-
6
"
Roof Plan
Roof Plan A
1/8"
W.
O
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G
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3
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B
a
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Lisle Architecture
& Design, Inc.
614 Market Street
Wilmington, NC 28401
(910) 763.6053 (o)
(910) 763.4517 (f)
323 W. Morgan St. Suite 100
Raleigh, NC 27601
(919) 980.0283 (o)
www.LisleArchitecture.com
1
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PLAN
NORTH
RIDGE
Sl
o
p
e
12":
1
2
Sl
o
p
e
12":
1
2
6" Alum. Gutter
6" Alum. Gutter
6" Alum. Gutter
Standing Seam
Metal Roof, TYP.
Prismatic Skylight
6" Alum. Gutter
Exterior
Elevations
Front Elevation A
3/16"
W.
O
.
G
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b
b
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3
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B
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9
Lisle Architecture
& Design, Inc.
614 Market Street
Wilmington, NC 28401
(910) 763.6053 (o)
(910) 763.4517 (f)
323 W. Morgan St. Suite 100
Raleigh, NC 27601
(919) 980.0283 (o)
www.LisleArchitecture.com
1
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Right Elevation B
3/16"
1 2.4 4 5.3 6
Cultured Stone Finish
Conflex Texture Finish
Metal Canopy
Alum. Gutter
Standing Seam Mtl. Roof
Alum. Storefront Wdw.
Precast Conc. Trim
Split Face Block
3'-0"10'-10"3'-0"16'-10"12'-8"16'-10"3'-0"10'-10"3'-0"
0'-0"
T.O. Slab
8'-0"
Wdw. Head Ht.
12'-0"
T.O. 2nd Flr.
8'-0"
Wdw. Head Ht.
24'-0"
T.O. Eave Ht.
1.8
ABDEFH
Cultured Stone Finish
Conflex Texture Finish
Metal Canopy
Standing Seam Mtl. Roof
Alum. Storefront Wdw.
Precast Conc. Trim
Split Face Block
0'-0"
T.O. Slab
8'-0"
Wdw. Head Ht.
12'-0"
T.O. 2nd Flr.
8'-0"
Wdw. Head Ht.
24'-0"
T.O. Eave Ht.
Exterior
Elevations
Left Elevation A
3/16"
W.
O
.
G
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b
b
55
3
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B
a
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b
a
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2
9
Lisle Architecture
& Design, Inc.
614 Market Street
Wilmington, NC 28401
(910) 763.6053 (o)
(910) 763.4517 (f)
323 W. Morgan St. Suite 100
Raleigh, NC 27601
(919) 980.0283 (o)
www.LisleArchitecture.com
1
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Rear Elevation B
3/16"
A B D E F H
Cultured Stone Finish
Conflex Texture Finish
Metal Canopy
Standing Seam Mtl. Roof
Alum. Storefront Wdw.
Precast Conc. Trim
Split Face Block
3'-0"3'-0"
Stucco Panel
0'-0"
T.O. Slab
8'-0"
Wdw. Head Ht.
12'-0"
T.O. 2nd Flr.
8'-0"
Wdw. Head Ht.
24'-0"
T.O. Eave Ht.
12356
Stucco Panel
Alum. Gutter
Standing Seam Mtl. Roof
Door Unit as Scheduled
CMU
0'-0"
T.O. Slab
8'-0"
Wdw. Head Ht.
12'-0"
T.O. 2nd Flr.
8'-0"
Wdw. Head Ht.
24'-0"
T.O. Eave Ht.
Metal Canopy by PEMB Mfr.
Building
Sections
Partial Building Section A
1/4"
W.
O
.
G
r
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b
b
55
3
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B
a
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9
Lisle Architecture
& Design, Inc.
614 Market Street
Wilmington, NC 28401
(910) 763.6053 (o)
(910) 763.4517 (f)
323 W. Morgan St. Suite 100
Raleigh, NC 27601
(919) 980.0283 (o)
www.LisleArchitecture.com
1
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Wall Section B
3/4"
Wall Section @ Stone C
3/4"
Wall Section @ Window D
3/4"
SECOND FLOOR
OFFICE HALLWAY LOUNGE
4" Reinforced Conc. Slab on 6 Mil
Vapor Barrier over 4" Crushed Stone
4" Reinforced Conc.on
1-1/2" Mtl. Deck over Bar
Joists
Acoustical Ceiling
Standing Seam Mtl. Roof Pnl.
on 8" Purlins w/ R-30
Insulation
B
A3.1
A
A3.2
12
'
-
0
"
8'
-
8
"
Precast Conc. Cap
Caulk
4" Split Face Block
over 1" Airspace on
1
2" Densglass
Sheathing w/ R-19
Batt Insulation
8" Header Block
12" CMU
2'-
4
"
4" Crushed Stone
4" Conc. SLab on 6
Mil. Vapor Barrier
1
2" Gyp. Bd. over 6"
Mtl. Studs @ 16" O.C.
Gutter
Eave Strut
Standing Seam Mtl. Roof Pnl.
on 8" Purlins w/ R-30 Insulation
Wall Girt
Acoustical Ceiling.
4" Reinforced Conc.
Slab over 2" Mtl. Deck
Screed Angle
Steel Beam
Steel Bar Joists
(2)2x6 Blocking
12" S.S. Bolts @ 36" O.C.
Pipe Sleeve
Fascia
4'-0"
Decking
Fascia
Fastener
Saddle Bracket
1-1/2" Dia. x 14" Alum. Support Rod
Flashing
Caulk
6" Sq. Wall Bracket
w/ (2) 1
2" S.S. Bolts
(2)2x6 Blocking
Pipe Sleeve
9'-
4
"
13
'
-
1
0
"
6"
5'
-
6
"
6"
Conflex Texture
Coating, 6" Band
Conflex Texture
Coating over 1
2"
Densglass
Conflex Texture
Coating, 6" Band
Precast Conc. Cap
Caulk
4" Split Face Block
over 1" Airspace on
12" Densglass
Sheathing w/ R-19
Batt Insulation
8" Header Block
12" CMU
2'
-
4
"
4" Crushed Stone
4" Conc. Slab on 6
Mil. Vapor Barrier
12" Gyp. Bd. over 6"
Mtl. Studs @ 16" O.C.
Acoustical Ceiling.
4" Reinforced Conc.
Slab over 2" Mtl. Deck
Screed Angle
Steel Beam
Steel Bar Joists
Cultured Stone over
Mortar Bed on 15#
Building Felt over 12"
Densglass
Sheathing
Gable Trim
Eave Strut
Standing Seam Mtl. Roof Pnl.
on 8" Purlins w/ R-30 Insulation
Wall Girt
Precast Conc. Cap
Caulk
4" Split Face Block
over 1" Airspace on
12" Densglass
Sheathing w/ R-19
Batt Insulation
8" Header Block
12" CMU 4" Crushed Stone
4" Conc. SLab on 6
Mil. Vapor Barrier
12" Gyp. Bd. over 6"
Mtl. Studs @ 16" O.C.
Wdw. Unit as
Scheduled
Return Gyp. Bd. to
Wdw.
Acoustical Ceiling
Conflex Texture
Coating, 6" Band
Conflex Texture
Coating over 1
2"
Densglass
2'
-
4
"
Building
Sections
Partial Wall Section A
1/4"
W.
O
.
G
r
u
b
b
55
3
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B
a
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4
2
9
Lisle Architecture
& Design, Inc.
614 Market Street
Wilmington, NC 28401
(910) 763.6053 (o)
(910) 763.4517 (f)
323 W. Morgan St. Suite 100
Raleigh, NC 27601
(919) 980.0283 (o)
www.LisleArchitecture.com
1
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Endwall @ Wash Room B
3/4"
Wall Section @ Equipment Room C
3/4"
8" Bond Beam w/
#5 Cont.
8" CMU w/
Zonolite Fill
3-HR Fire Separation
Wall - UL U904
#4 @ 48" O.C.
Grout Fill Rebar
Cells Only
Paint
Expansion Joint
8" Conc. Slab Reinforced w/
#4 @ 16" O.C. Each Way
Expansion Joint
12" Gyp. Bd. over
1-1/2" Furring
Conc. Footing
and
Reinforcement,
See Structural
4" Reinforced Conc.
Slab over 2" Mtl. Deck
Screed Angle
Gable Trim
Eave Strut
Standing Seam Mtl. Roof Pnl.
on 8" Purlins w/ R-30 Insulation
Roof Beam
Wall Girt
Metal Wall Panel
R-19 Batt Insulation
Liner Panel
Base Channel
8" Bond Beam w/ #5
Cont.
#4@ 48" O.C. Grout
Fill Rebar Cells Only
8" Split Face CMU
Foam Fill All Cells
Expansion Joint
8" Conc. Slab
Reinforced w/ #4 @
16" O.C. Each Way
Conc. Footing and
Reinforcement, See
Structural
Paint
8'
-
0
"
8" Bond Beam w/ #5
Cont.
#4@ 48" O.C. Grout
Fill Rebar Cells Only
8" Split Face CMU
Foam Fill All Cells
Expansion Joint
8" Conc. Slab
Reinforced w/ #4 @
16" O.C. Each Way
Expansion Joint
6" Conc. Slab
Reinforced w/ 6x6 -
W1.4xW1.4
8'
-
0
"
Paint
EQUIPMENT
ROOM
WASH BAY
Base Angle
Liner Panel
Wall Girt
Standing Seam Mtl. Roof Pnl.
on 8" Purlins w/ R-30 Insulation
1
2":12
Roof Purlin
Building
Sections
Section @ Stairs A
1/4"
W.
O
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b
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Lisle Architecture
& Design, Inc.
614 Market Street
Wilmington, NC 28401
(910) 763.6053 (o)
(910) 763.4517 (f)
323 W. Morgan St. Suite 100
Raleigh, NC 27601
(919) 980.0283 (o)
www.LisleArchitecture.com
1
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4" Reinforced Conc.
Slab over 2" Mtl. Deck
Screed Angle
1'-0"
3'-
0
"
112" Dia. Handrail
6 7
8" Riser x
11" Tread
12" Gyp. Bd. on 4" Mtl.
Stud Header Wall
Beam
Bar Joist
Acoustical Ceiling
21
R
i
s
e
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i
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1
2
'
-
0
"
4'-0"
Schedules
Door Elevations A
1/8"
W.
O
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b
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Lisle Architecture
& Design, Inc.
614 Market Street
Wilmington, NC 28401
(910) 763.6053 (o)
(910) 763.4517 (f)
323 W. Morgan St. Suite 100
Raleigh, NC 27601
(919) 980.0283 (o)
www.LisleArchitecture.com
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Door Schedule B
1/8"
Window Elevations C
1/8"
Interior Elevation - Lounge D
1/2"
Interior Elevation - Reception E
1/2"
Interior Elevation - Work Room F
1/2"
Interior Elevation - Work Room G
1/2"
A B C D E
7'-
0
"
2"
7'-
0
"
4"
2"VARIES 2"2"VARIES 2"
7'-
0
"
4"
2"VARIES 2"
16
'
-
0
"
16'-0"
8'-
0
"
8'-0"
F
8'-
0
"
2"
2"VARIES 2"
5'-
8
"
2'-
4
"
A B
ALUMINUM
STOREFRONT
WINDOW - CLEAR
SHGC .33
INTERIOR ALUMINUM
STOREFRONT
WINDOW - CLEAR
W/ SLIDING CENTER
4'-
0
"
3'
-
6
"
10'-2"3'-0"
W36 W36 W12
B36 B36 B36 B36
W36 W30 W36
4"
2'
-
8
"
1'
-
6
"
3'
-
0
"
4"
2'
-
8
"
1'
-
6
"
3'
-
0
"
PLam Cabinets
w/ (2) Shelves
Formica
Countertop
Copy
PLam Cabinets
w/ (2) Shelves
Formica
Countertop Gyp. Bd. Ptd.
Gyp. Bd. Ptd.
Gyp. Bd. Ptd.
Gyp. Bd. Ptd.
Formica
Countertop
Formica Faced
Brace
Alum. Wdw.
2'
-
6
"
5'-0"EQ.EQ.
PLam Cabinets
w/ Shelf
Formica
Countertop
Gyp. Bd. Ptd.