FINAL Ellis Residence- Construction Set_09-01-2023_v1_v1- Stamped 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
Index of Drawings
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.
Ellis Residence
5009 Birds View Court
Castle Hayne NC 28429
Abbreviations Legend General Notes
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
FACE OF STUDF.O.S.
CR Cover Sheet
C1.1 Architectural Site Plan
ARCHITECTURAL
D1.1 First Floor Demolition Plan
D1.2 Second Floor Demolition Plan
D2.1 South and East Demolition Elevations
D2.2 North and West Demolition Elevations
A1.1 First Floor Plan
A1.2 Second Floor Plan
A1.3 Roof Plan
A2.1 South Elevation
A2.2 East Elevation
A2.3 North Elevation
A2.4 West Elevation
A3.1 Building Section
A3.2 Building Section
A3.3 Building Sections
A4.1 Wall Sections
A5.1 Details
A5.2 Details
A5.3 Details
A8.1 Window + Door Schedules and Typical Flashing
A8.2 Typical Window Flashing Sequence
R1.1 Exterior Concept Renderings
R1.2 Exterior Concept Views
STRUCTURAL
S-1 Foundation Plan and Notes
S-2 Second Floor/ Lower Roof Framing
S-3 Upper Roof/ Ceiling Framing and Details
S-4 Sections and Details
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THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
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PRESSURE TREATEDP.T.
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
110
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
1
101
New Hanover County
Co
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free from accumulation of waste materials, rubbish and dirt caused by his operation. At the
completion of his work, he shall remove all waste materials and rubbish from and about the project
15. Electrical systems shall be designed and installed by a licensed electrical Contractor.
as well as all his tools, construction equipment, machinery and surplus materials, vacuum carpets,
of the quality desired and shall assume responsibility for the work including repair of damages to
13. The Contractor shall employ only experienced and competent mechanics capable of producing work
18. Electrical and telephone outlets are to be mountedwith baseboards unless otherwise noted.
requirements of federal, state and local codes, including the Board of Health and the Department of
19. All HVAC work shall be relocated in a neat and workmanlike manner and shall meet all the
All decorative lighting shall be field located by the Architect/Owner.
Industrial Relations. The work included shall consist of the design, furnishing and installation,
17. Wall switches to be mounted 48" above floor finish to bottom of box, unless otherwise noted.
local codes or ordinances having jurisdiction over same. The work included shall consist of the
16. All electrical work shall be performed in accordance with the N.E.C. and all federal, state and
fixtures and devices including but not limited to work shown on this plan. Electrical Contractor to
Electrical work shall consist of installation of a complete system of electrical raceways, wiring, 4. Dimensions given are to face of stud, unless otherwise noted.
11. All gypsum wallboard surfaces to receive one coat of primer and two coats of selected paint.
10. Provide finish at headers over drywall openings aligned with top of door frames.
revealed or sealant filled including expansion joints. Provide type No. 93 Control Joint trim where
Kerf-type where work is kerfed to receive kerf leg. Provide U-type trim where edge is exposed,
semi-finishing trim not permitted. Provide L-type trim where work is butted to other work and
9. Provide galvanized metal corner beads at external corners of gypsum board work. J-type
7. Exterior wall framing to be 2x6 No.2 SYP studs at 16" OC with interior partitions to be
6. Dissimilar floor finishes shall meet with appropriate transition strips unless noted otherwise.
5. All door frames are located 8" off nearest wall unless otherwise noted.
Color to be selected by Owner, unless otherwise specified.
indicated or required.
2x4 No.2 SYP studs at 16" OC unless otherwise indicated/ noted.
testing and guarantees.
20. All construction shall meet sections R301.2.4 and R322 of the North Carolina State Building
design, furnishing and installation, testing and guarantees.
submit and pay for all permits fees, inspections and make deposits required.
with the drawings before proceeding with the work.
to establish and comply with said applicable codes and regulations.
3. The Contractor is to field verify dimensions, notify the Owner/Architect of any discrepancies
codes and regulations. It shall be the sole responsibility of the Contractor and his subcontractors
2. Work performed shall be in full and complete compliance with applicable local, state and federal
the Contractor. The Architect shall approve such variations prior to actual construction.
drawings. Variations from these plans shall be brought to the attention of the Owner/Architect by
1. The contractor assumes responsibility for dimensional placement of new walls indicated on design
General Notes:
clean window.
the work which occur prior to acceptance.
14. Cleanup. The Contractor shall at all times keep access and entrances and the work
under the supervision of a Subcontractor who is known to be expert in all aspects of the
application of the materials, equipment, or system being fabricated and installed in each case.
craftsmen who are thoroughly experienced in the required processes. The work shall be performed
12. Each kind of workmanship required to complete the Work shall be performed by expert tradesmen or
8. Ceilings shall receive 5/8" sag resistant gypsum board and walls to receive 5/8" gypsum
board, unless noted otherwise.
21. All exterior decks shall meet the requirements of Appendix M of the North Carolina State Building
Code: Residential Code, current adopted version and applicable amendments. Construction shall
also meet FEMA Technical Bulletin 2 requirements.
22. All interior finishes to be approved by Architect.
Code: Residential Code, current adopted version and applicable amendments.
23. Install new tankless water heater(s).
Architectural Site Plan A
1"=20'
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THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
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P
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C1
.
1
NORTH
NEW
POOL HOUSE
NEW
POOL PATIO
NEW POOL
NEW
GARAGE and 2nd
FLOOR ADDITION
General Site Notes
1.This architectural site plan is not a survey. It is provided for general building and
site work layout only.
2.The contractor shall field verify all grades, existing conditions, improvements,
property lines, setbacks, easements, utilities, sub-structures, etc. Contact
architect if discrepancies exist.
3.The boundary, grades, and existing house indicated heron is from information of
record and/or information provided to the architect and is not the result of a
boundary/grade survey performed by the architect.
4.Schematic proposed grading layout indicated. New grades to be field verified and
blended into existing adjacent grades. Finish grade shall provide positive
drainage away from building and not negatively impact adjacent properties.
First Floor Demolition Plan A
3/16"
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THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
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D1
.
1
NORTH
General Demolition Notes:
1.Every care shall be taken during demolition to protect the
house by means of temporary supports and braces as
necessary to prevent any and all structural failure during
removal and replacement of existing structural members.
2.Temporary walls and dust barriers shall be installed as
necessary to prevent circulation of dirt and dust into portions
of the house that are not part of the work.
3.All dashed walls, fixtures, windows, etc., are to be removed
as noted. Coordinate Demolition Elevations and Plans with
each other and with new work.
4.Conduct all demolition operations in compliance with
applicable codes and ordinances.
5.Coordinate demolition with work of all subcontractors.
6.Maintain the existing structure in a watertight condition at all
times.
7.Relocate/Remove any existing gas, electrical, plumbing
lines, etc. in conflict with new work.
8.See Structural sheets for additional information.
9.Reroute vents, flues, exhaust, etc. as required.
10.Remove landscaping/ hardscaping as required. Coordinate
with owner possible relocation of landscaping
11.Repair and/or prep areas demolished as required for new
work.
12.Prior to demolition, coordinate with owner any and all items
to be saved, re-used, donated, etc.
13.Remove existing water heater(s); prep as required for new
tankless unit(s).
Remove Stairs and RailingRemove Stairs and Railing
Remove Hardscaping
Remove Hardscaping As Required
Remove RailingRemove Railing
Remove Window
Remove Wall As Required
Remove Paving As Required
Remove Brick Veneer
Remove Brick Veneer
Remove Brick Veneer
Second Floor/ Roof Demolition Plan A
3/16"
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THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
61
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D1
.
2
NORTH
Remove Roof/ Structure As Required
Remove Roof/ Structure As Required
Remove Window
Remove Wall as Required
Remove Window
Remove Brick Veneer
Remove Brick Veneer
General Demolition Notes:
1.Every care shall be taken during demolition to protect the
house by means of temporary supports and braces as
necessary to prevent any and all structural failure during
removal and replacement of existing structural members.
2.Temporary walls and dust barriers shall be installed as
necessary to prevent circulation of dirt and dust into portions
of the house that are not part of the work.
3.All dashed walls, fixtures, windows, etc., are to be removed
as noted. Coordinate Demolition Elevations and Plans with
each other and with new work.
4.Conduct all demolition operations in compliance with
applicable codes and ordinances.
5.Coordinate demolition with work of all subcontractors.
6.Maintain the existing structure in a watertight condition at all
times.
7.Relocate/Remove any existing gas, electrical, plumbing
lines, etc. in conflict with new work.
8.See Structural sheets for additional information.
9.Reroute vents, flues, exhaust, etc. as required.
10.Remove landscaping/ hardscaping as required. Coordinate
with owner possible relocation of landscaping
11.Repair and/or prep areas demolished as required for new
work.
12.Prior to demolition, coordinate with owner any and all items
to be saved, re-used, donated, etc.
13.Remove existing water heater(s); prep as required for new
tankless unit(s).
South Demolition Elevation A
3/16"
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THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
61
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D2
.
1
East Demolition Elevation B
3/16"
Remove Roof/ Structure As Required
Remove Window
Remove Brick
Remove Roof and Re-structure As
Required For New Access From Addition
General Demolition Notes:
1.Every care shall be taken during demolition to protect the
house by means of temporary supports and braces as
necessary to prevent any and all structural failure during
removal and replacement of existing structural members.
2.Temporary walls and dust barriers shall be installed as
necessary to prevent circulation of dirt and dust into portions
of the house that are not part of the work.
3.All dashed walls, fixtures, windows, etc., are to be removed
as noted.
4.Conduct all demolition operations in compliance with
applicable codes and ordinances.
5.Coordinate demolition with work of all subcontractors.
6.Maintain the existing structure in a watertight condition at all
times.
7.Relocate/Remove any existing gas, electrical, plumbing
lines, etc. in conflict with new work.
8.See Structural sheets for additional information.
9.Reroute vents, flues, exhaust, etc. as required.
10.Remove landscaping/ hardscaping as required. Coordinate
with owner possible relocation of landscaping
11.Repair and/or prep areas demolished as required for new
work.
12.Prior to demolition, coordinate with owner any and all items
to be saved, re-used, donated, etc.
Remove Steps/ Stairs as
Required For New Work
Remove Handrail,
Railing, and Posts
North Demolition Elevation A
3/16"
EL
L
I
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R
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S
I
D
E
N
C
E
50
0
9
B
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,
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2
8
4
2
9
THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
61
4
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2
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No
r
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a
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d
W
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s
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m
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i
o
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E
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v
a
t
i
o
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s
D2
.
2
West Demolition Elevation B
3/16"
Remove Handrail and Railing
Remove Steps/ Stairs as
Required For New Work
Remove Handrail and Railing
Remove Steps/ Stairs as
Required For New Work
Remove Handrail, Railing, and Posts
Remove Roof/ Structure As Required;
Re-work at Existing Deck As Required
Remove Brick
Remove Roof and Re-structure As
Required For New Access From Addition
General Demolition Notes:
1.Every care shall be taken during demolition to protect the
house by means of temporary supports and braces as
necessary to prevent any and all structural failure during
removal and replacement of existing structural members.
2.Temporary walls and dust barriers shall be installed as
necessary to prevent circulation of dirt and dust into portions
of the house that are not part of the work.
3.All dashed walls, fixtures, windows, etc., are to be removed
as noted.
4.Conduct all demolition operations in compliance with
applicable codes and ordinances.
5.Coordinate demolition with work of all subcontractors.
6.Maintain the existing structure in a watertight condition at all
times.
7.Relocate/Remove any existing gas, electrical, plumbing
lines, etc. in conflict with new work.
8.See Structural sheets for additional information.
9.Reroute vents, flues, exhaust, etc. as required.
10.Remove landscaping/ hardscaping as required. Coordinate
with owner possible relocation of landscaping
11.Repair and/or prep areas demolished as required for new
work.
12.Prior to demolition, coordinate with owner any and all items
to be saved, re-used, donated, etc.
Remove Handrail and Railing
Remove Steps/ Stairs as
Required For New Work
Remove Roof/ Structure As Required;
Re-work at Existing Deck As Required
Remove Windows
Remove Window
Remove Brick
Remove Roof and Re-structure As
Required For New Access From Addition
First Floor Plan A
3/16"
EL
L
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R
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S
I
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N
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50
0
9
B
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2
8
4
2
9
THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
61
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2
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Fi
r
s
t
F
l
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P
l
a
n
A1
.
1
NORTH
Gas
G
r
i
l
l
A/A2.3
A/
A
2
.
2
A/
A
2
.
4
A/A2.1
A
A
E
Pool House
100
DN
UP
UP
DN
10'-0 1/4"3'-11 3/4"
14'-0"
1'-
6
"
15
'
-
8
1
/
2
"
14
'
-
8
"
30
'
-
4
1
/
2
"
Pool
(Design and Engineering by Others)
Equal33'-4"Equal
12
'
-
0
"
2'
-
0
"
B
A3.1
B
A3.1
100
12
'
-
2
1
/
2
"
1'-
4
"
2'-
7
1
/
2
"
4'
-
1
0
3
/
4
"
2'
-
0
"
1'-
6
"
22
'
-
0
"
6'-
1
0
3
/
4
"
4'-
4
1
/
4
"
Pool Deck
101
A
A3.1
A
A3.1
H B
6'-0 1/2"7'-0 1/2"
101
7'
-
1
0
1
/
4
"
2'-
8
"
3"
2'
-
8
"
4'
-
2
1
/
2
"
22
'
-
0
"
5'-
1
1
1
/
2
"
15
'
-
1
1
/
2
"
21
'
-
1
"
13'-1"
4'-0 1/2"2'-10"3"2'-10"4'-0 1/2"
14'-0"
D
3"
1'-
4
"
3"
1'-
4
"
2'-
8
"
C
G
F
9'-11 1/4"6'-5"
106105104103
102
109
107 108
5'-6"9'-4"9'-4"9'-4"5'-6"
16'-4 1/4"39'-0"
8"2'-5"35'-0"
38'-1"
11
'
-
2
"
16
'
-
9
"
27
'
-
1
1
"
17
'
-
8
"
5'-
1
1
"
28
'
-
1
0
"
6'-0"8"10'-5 3/4"2'-5"6'-5"5'-11"
35'-11"8"14'-8 3/4"
51'-4"
55'-4 1/4"
3'-
3
"
4'-
6
"
5'-0"
13
'
-
3
"
4'
-
5
"
17
'
-
8
"
Garage
103
Storage
102
Elevator
CO1
A
5'
-
3
"
11
'
-
2
"
A
12'-11 1/4"6'-6"
110
A
A3.3
A
A3.3
B
A3.3
B
A3.3
C
A3.3
C
A3.3
A
Fire/ Water Urn Each Side Of Pool; The Outdoor
Plus Luna Fire & Water Bowl in GFRC Concrete-
Confirm Size, Location, Finish, Options, etc.
With Owner Prior To Ordering- Install Per Manufacturer
'S
t
u
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U
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F
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F
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S
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f
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an
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C
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-
C
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a
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e
/
C
o
n
f
i
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m
W
i
t
h
O
w
n
e
r
*Elevator To Travel To Attic Level*
Second Floor Plan A
3/16"
EL
L
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N
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E
50
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9
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THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
61
4
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2
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Se
c
o
n
d
F
l
o
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P
l
a
n
A1
.
2
NORTH
Pool House Loft
200
8'
-
6
"
A/A2.3
A/
A
2
.
4
A/A2.1
B
A3.1
B
A3.1
A
A3.1
2'-2 1/4"
7'-4"
35'-10 1/4"
1'-3"
5 1/2"
1'-3"2'-2 1/4"
9'-5 3/4"
5'-0 1/2"9'-4"4'-8"
19'-0 1/2"
17
'
-
8
"
2'-
4
"
2'-
4
"
4'-8"
I J
K K
I L
K K
L
11'-4 3/4"2'-11 3/4"2'-2 1/4"1'-3"
5 1/2"
1'-3"2'-2 1/4"2'-11 3/4"6'-6"
19'-0 1/2"7'-4"9'-5 3/4"
35'-10 1/4"
A
A3.3
A
A3.3
B
A3.3
B
A3.3
C
A3.3
C
A3.3
Study
201
Game Room
202 201200
5'-0 1/2"
J
4'-5 1/4"
*Elevator To Travel To Attic Level*
Roof Plan A
3/16"
EL
L
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S
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50
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9
B
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2
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4
2
9
THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
61
4
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P
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A1
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3
NORTH
General Roofing Notes:
(Per Specified Roof, Not all may be Applicable)
1.All work shall be done in accordance with the North Carolina
State Residential Building Code (current adopted edition,
including all amendments) as well as all Local and
Applicable Codes.
2.Provide self-adhered waterproofing membrane under
shingles at all valleys, pitch changes, perimeters (3'-0" back
from face of interior wall), and all areas w/ slope less than
4:12 and as noted on drawings.
3.See framing plans for overbuild areas.
4.Provide 36" wide self-adhered waterproofing membrane
centered on all valley/pitch changes.
5.Closed-cut installation for valley shingles. Lower course to
extend 12" minimum beyond valley centerline. No fasteners
within 6" of valley centerline.
6.Drip edges:
A. 36 gauge or heavier aluminum.
B. Eave: drip edge to be applied to decking and
underlayment over top of drip edge.
C. Rake: drip edge to be applied on top of
underlayment.
7.GC shall assure that all roofing material compatibility is
achieved with no negative effect on any materials; i.e.
contact of dissimilar material (metal roofing abutting gutters,
etc.) will have no negative impact/ effect on either material
or surrounding construction. GC shall inform Owner and
Architect of any and all concerns prior to fabrication/
installation.
8.Provide Flashing Per Section R903 in accordance with the
North Carolina State Residential Building Code (current
adopted edition, including all amendments). Kick-Out
Flashing to be DryFlekt® Kick-Out Diverter Flashing or
Approved Equal.
Slope
Ri
d
g
e
Va
l
l
e
y
Valley
A/A2.3
A/
A
2
.
2
A/
A
2
.
4
A/A2.1
B
A3.1
B
A3.1
A
A3.1
A
A3.1
Slope
Slope
Ri
d
g
e
Slope
Sl
o
p
e
Ridge
Sl
o
p
e
Sl
o
p
e
Sl
o
p
e
Ridge
Valley
Va
l
l
e
y
Sl
o
p
e
Ridge
Sl
o
p
e
Sl
o
p
e
Ridge
Sl
o
p
e
Sl
o
p
e
Ridge
Sl
o
p
e
SlopeSlope
Slope
Rid
g
e
Slope
Slope
Valley
Valle
y
Valley
Va
l
l
e
y
Slo
p
e
SlopeSlope
A
A3.3
A
A3.3
B
A3.3
B
A3.3
C
A3.3
C
A3.3
Downspout To Run Through
Slab and Pipe To Daylight
White Aluminum Gutter To
Match Existing; Typical
White Aluminum Downspout
To Match Existing; Typical
*Elevator To Travel To Attic Level*
Provide Access From New
Addition To Existing Attic
South Elevation A
3/16"
EL
L
I
S
R
E
S
I
D
E
N
C
E
50
0
9
B
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H
a
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2
8
4
2
9
THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
61
4
M
a
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B
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S
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.
0
1
.
2
0
2
3
Existing South Elevation B
1/8"
So
u
t
h
E
l
e
v
a
t
i
o
n
A2
.
1
B
A3.1
B
A3.1
I/A5.1
Brick To Match Existing,
See Details; Typical
PVC Trim; See Details
Scheduled Window
Roofing To Match Existing
A
H/A5.1
A
A3.3
A
A3.3
B
A3.3
B
A3.3
C
A3.3
C
A3.3
I J K K
R1
5
'
-
0
"
9'-
8
"
J
Brick Trim Band
Roofing To Match Existing
Metal Roofing To Match Existing
Brick To Match Existing; Typical
Precast Window Header To Match Existing
Garage Door Details and Trim
To Match Existing; Typical
Scheduled Window; Typical
Scheduled Door; Typical
Brick To Match Existing; Typical
Brick Band To Align and
Match Existing; Typical
Roofing To Match Existing
Re-Route/ Provide New Vents at Existing/ New Patio
Foundation As Required To Maintain Air Flow
Trim Band To Match Existing
White Aluminum Gutter
To Match Existing; Typical
White Aluminum Downspout
To Match Existing; Typical
K K
Roof Pitch To Match Existing Pitch
* Prior To Framing, Field Verify This Allows
For Elevator Clearances At Attic Level *
Align
*Elevator To Travel To Attic Level*
Provide Access From New
Addition To Existing Attic
General Notes:
1.All colors and finish materials to be confirmed with Owner
prior to ordering.
2.Coordinate and Confirm all lighting and electrical
requirements with Owner.
East Elevation A
3/16"
EL
L
I
S
R
E
S
I
D
E
N
C
E
50
0
9
B
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2
8
4
2
9
THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
61
4
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(9
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S
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.
0
1
.
2
0
2
3
Existing East Elevation B
1/8"
Ea
s
t
E
l
e
v
a
t
i
o
n
A2
.
2
A
B
A3.1
B
A3.1
Brick To Match Existing,
See Details; Typical
Cable Railing
PVC Trim; See Details
Scheduled Window
Roofing To Match Existing
B C
Re-Route/ Provide New Vents at Existing/ New Patio
Foundation As Required To Maintain Air Flow
White Aluminum Gutter
To Match Existing; Typical
White Aluminum Downspout
To Match Existing; Typical
General Notes:
1.All colors and finish materials to be confirmed with Owner
prior to ordering.
2.Coordinate and Confirm all lighting and electrical
requirements with Owner.
North Elevation A
3/16"
EL
L
I
S
R
E
S
I
D
E
N
C
E
50
0
9
B
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Ca
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H
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,
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2
8
4
2
9
THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
61
4
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(9
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7
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t
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S
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t
0
9
.
0
1
.
2
0
2
3
Existing North Elevation B
1/8"
No
r
t
h
E
l
e
v
a
t
i
o
n
A2
.
3
E
B
A3.1
B
A3.1
Brick To Match Existing,
See Details; Typical
Cable Railing
PVC Trim; See Details
Scheduled Window
Roofing To Match Existing
Balustrade/ Railing
To Match Existing
Scheduled Garage Door
D
Access Door
Crawl Space
(Proposed Location For Pool Equipment)
Pool Structure/ Patio On Fill
HardiePanels
Hardie Battens
L
Brick and Details To
Match Existing; Typical
Stucco; See Detail
Roofing To Match Existing
Metal Roofing To Match Existing
Re-Grade As Required For Access
A
A3.3
A
A3.3
B
A3.3
B
A3.3
C
A3.3
C
A3.3
A
I
A
R1
5
'
-
0
"
G/A5.2
L
Roofing To Match Existing
Rake Details Match Existing; Typical
Brick To Match Existing; Typical
Brick Window Header To Match Existing
Re-Route/ Provide New Vents at Existing/ New Patio
Foundation As Required To Maintain Air Flow
K K
Trim Band To Match Existing; Typical
White Aluminum Gutter
To Match Existing; Typical
White Aluminum Downspout
To Match Existing; Typical
KK
Roof Pitch To Match Existing Pitch
* Prior To Framing, Field Verify This Allows
For Elevator Clearances At Attic Level *
Align
*Elevator To Travel To Attic Level*
Provide Access From New
Addition To Existing Attic
General Notes:
1.All colors and finish materials to be confirmed with Owner
prior to ordering.
2.Coordinate and Confirm all lighting and electrical
requirements with Owner.
West Elevation A
3/16"
EL
L
I
S
R
E
S
I
D
E
N
C
E
50
0
9
B
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V
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C
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Ca
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H
a
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2
8
4
2
9
THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
61
4
M
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(9
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7
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.
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2
0
2
3
Existing West Elevation B
1/8"
We
s
t
E
l
e
v
a
t
i
o
n
A2
.
4
Cable Railing
F
G H
Re-Grade As Required For Access
Roofing To Match Existing
Metal Roofing To Match Existing
Rake Details Match Existing; Typical
Brick To Match Existing; Typical
Balustrade/ Railing To Match Existing
White Aluminum Downspout
To Match Existing; Typical
A
12"Match
Existing
12"Match
Existing
Re-Route/ Provide New Vents at Existing/ New Patio
Foundation As Required To Maintain Air Flow
Stucco; See Detail
White Aluminum Gutter
To Match Existing; Typical
*Elevator To Travel To Attic Level*
Provide Access From New
Addition To Existing Attic
General Notes:
1.All colors and finish materials to be confirmed with Owner
prior to ordering.
2.Coordinate and Confirm all lighting and electrical
requirements with Owner.
Building Section A
3/4"
EL
L
I
S
R
E
S
I
D
E
N
C
E
50
0
9
B
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H
a
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2
8
4
2
9
THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
61
4
M
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2
0
2
3
Bu
i
l
d
i
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g
S
e
c
t
i
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n
A3
.
1
Pool House
B
A3.1
B
A3.1
8'-
0
"
9'-
5
1
/
4
"
7'-
0
"
12"
12"
Scheduled Window
A5.1
C
A5.1
B
A5.1
A
A5.1
D
Reinforced Footing; See Structural
Solid CMU Brick Ledge
Reinforced Composite Masonry
Wall; See Structural
2x Wood Roof Rafters; See Structural
2x Wood Floor Joists;
See Structural
Specified Siding/ Trimwork Over
Mechanically Fastened HydroGap
Drainable Housewrap, as Manufactured
by Benjamin Obdyke, Over 1/2" ZIP
System Wall Sheathing, as
Manufactured by Huber Engineered
Woods, on 2x6 Studs; Typical
Existing Patio Slab
Existing Patio Foundation Wall;
Re-work as Required; See Structural
Ridge Beam; See Structural
4" Washed Gravel
Compacted Fill;
See Structural
2" Rigid Insulation
Vapor Barrier; Typical
Reinforced Concrete
Slab, See Structural
and Details; Typical
Loft
Building Section A
3/4"
EL
L
I
S
R
E
S
I
D
E
N
C
E
50
0
9
B
i
r
d
s
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C
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H
a
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2
8
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2
9
THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
61
4
M
a
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6
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&
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.
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B
.
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:
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2
1
5
4
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L
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i
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.
0
1
.
2
0
2
3
Bu
i
l
d
i
n
g
S
e
c
t
i
o
n
A3
.
2
8'-
0
"
7'-
0
"
Scheduled Window
A
A3.2
A
A3.2
A5.1
A
A5.1
G
A5.1
F
A5.1
E
For Design Intent, Not to Be Used
for CMU Quantity Take-Offs;
Verify In Field and with Grades
Pool House
Loft
4" Washed Gravel
Compacted Fill;
See Structural
2" Rigid Insulation
Vapor Barrier; Typical
Reinforced Concrete
Slab, See Structural
and Details; Typical
3'-
0
"
A5.3
G
'Stub Up' For Future Sink, UC Refrigerator,
and Cooktop- Coordinate/ Confirm With Owner
Building Section A
1/4"
EL
L
I
S
R
E
S
I
D
E
N
C
E
50
0
9
B
i
r
d
s
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C
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Ca
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H
a
y
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e
,
N
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2
8
4
2
9
THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
61
4
M
a
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1
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6
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.
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5
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.
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B
.
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:
2
2
1
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.
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1
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2
0
2
3
Bu
i
l
d
i
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S
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c
t
i
o
n
s
A3
.
3
Building Section B
1/4"
Building Section C
1/4"
Game Room
Align With Existing
T.O. 2nd Floor Subfloor
A
A4.1
Specified Spray Insulation; Typical
2x6 Wood Stud Wall; Typical
2x Wood Ceiling Structure; See
Structural and Details; Typical
Specified Spray Insulation; Typical
2x Wood Roof Structure; See
Structural and Details; Typical
2x Wood Floor Structure; See
Structural and Details; Typical
Specified Spray Insulation; Typical
Brick Veneer To
Match Existing;Typical
Stucco
Brick Veneer To
Match Existing;Typical
Brick Veneer To
Match Existing;Typical
2x Wood Ceiling Structure; See
Structural and Details; Typical
*Elevator To Travel To Attic Level*
Provide Access From New
Addition To Existing Attic
Garage
Game Room
C
A4.1
B
A4.1
Align With Existing
T.O. 2nd Floor Subfloor
Garage Walls and Ceiling to have 5/8" Gold
Bond Brand XP Gypsum Board with Sporgard
as Manufactured by National Gypsum or Equal
2x Wood Floor Structure; See
Structural and Details; Typical
2x6 Wood Stud Wall; Typical
Reinforced Concrete
Footing/Foundation; See
Structural and Details
Reinforced Concrete Slab;
See Structural and Details
2x Wood Roof Structure; See
Structural and Details; Typical
Specified Spray Insulation; Typical
2x6 Wood Stud Wall; Typical
Specified Spray Insulation; Typical
2x Wood Floor/ Ceiling Structure; See
Structural and Details; Typical
Brick Veneer To
Match Existing;Typical
Stucco
Scheduled Window
±3
'
-
5
1
/
2
"
Fi
e
l
d
V
e
r
i
f
y
C
A4.1
Garage
Align With Existing Eave
Brick Veneer To
Match Existing;Typical
Stucco
Scheduled Garage Door
Garage Walls and Ceiling to have 5/8" Gold
Bond Brand XP Gypsum Board with Sporgard
as Manufactured by National Gypsum or Equal
2x Wood Ceiling Structure
Per Structural and Details; Typical
2x6 Wood Stud Wall; Typical
Reinforced Concrete
Footing/Foundation; See
Structural and Details
Reinforced Concrete Slab;
See Structural and Details
2x Wood Roof Structure; See
Structural and Details; Typical
Scheduled Garage Door
Wall Section A
3/4"
EL
L
I
S
R
E
S
I
D
E
N
C
E
50
0
9
B
i
r
d
s
V
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w
C
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u
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t
Ca
s
t
l
e
H
a
y
n
e
,
N
C
2
8
4
2
9
THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
61
4
M
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(9
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1
Wall Section BWall Section C
3/4"3/4"
For Design Intent, Not to Be Used
for CMU Quantity Take-Offs;
Verify In Field and with Grades
A5.2
A
Mirrored
A5.3
A
A5.3
B
A5.3
C
A5.3
D
Vapor Barrier Over 4"
Washed Gravel
Reinforced Concrete Slab; See
Structural and Details; Typical
5/8" Gold Bond Brand XP Gypsum
Board with Sporgard as Manufactured
by National Gypsum or Equal
Scheduled Window
Specified Stucco Over Mechanically
Fastened DuPont Tyvek StuccoWrap
Over 1/2" ZIP System Wall
Sheathing, as Manufactured by Huber
Engineered Woods, on 2x6 Studs
5/8" Gold Bond Brand XP
Gypsum Board with Sporgard
as Manufactured by National
Gypsum or Equal
Specified Roofing
2x Wood Roof Structure; See
Structural and Details; Typical
Vapor Barrier Over 4"
Washed Gravel
Reinforced Concrete Slab; See
Structural and Details; Typical
A5.2
A
Brick Band Detail To Align With
And Match Existing; Typical
5/8" Gold Bond Brand XP Gypsum
Board with Sporgard as Manufactured
by National Gypsum or Equal
Reinforced CMU Foundation;
See Structural And Details; Typical
Reinforced Concrete Footing;
See Structural And Details; Typical
For Design Intent, Not to Be Used
for CMU Quantity Take-Offs;
Verify In Field and with Grades
2x Blocking at Mid-Height and/ or
Per Structural; Typical
Open-Cell Spray Insulation,
R-19 Minimum; Typical
Align With Existing Top
Of 2nd Floor Subfloor
Brick Veneer To Match Existing and
Wall Ties; See Structural and Details;Typical
Air Space; Typical
Mechanically Fastened HydroGap Drainable
Housewrap, as Manufactured by Benjamin Obdyke,
Over 1/2" ZIP System Wall Sheathing, as Manufactured
by Huber Engineered Woods, on 2x6 Studs; Typical
7/8" AdvanTech Subfloor, as
Manufactured by Huber Engineered
Woods-Install Per Manufacturer; Typical
2x Floor Joists; See Structural; Typical
Finish Floor; Typical
Open-Cell Spray Insulation,
R-30 Minimum; Typical
Painted 5/8" Gypsum Board; Typical
Open-Cell Spray Insulation, R-38 Minimum;
Install Per NC State Residential Building
Code Section R806.5; Typical
2x Wood Roof Structure; See
Structural and Details; Typical
Specified Roofing
Painted 5/8" Gypsum Board; Typical
2x Wood Ceiling Joists Per
Structural; Typical
Align With Existing
2nd Floor Ceiling
A5.2
B
Brick Band; See Elevations
Align With Existing
Align With Existing
2nd Floor Ceiling
3'
-
4
"
2x Blocking at Mid-Height and/ or
Per Structural; Typical
Open-Cell Spray Insulation,
R-19 Minimum; Typical
Brick Veneer To Match Existing and
Wall Ties; See Structural and Details;Typical
Air Space; Typical
Mechanically Fastened HydroGap Drainable
Housewrap, as Manufactured by Benjamin Obdyke,
Over 1/2" ZIP System Wall Sheathing, as Manufactured
by Huber Engineered Woods, on 2x4 Studs
A5.2
C
A5.2
D
A5.2
F
Specified Siding Over Mechanically Fastened HydroGap
Drainable Housewrap, as Manufactured by Benjamin Obdyke,
Over 1/2" ZIP System Wall Sheathing, as Manufactured by
Huber Engineered Woods, on 2x6 Studs
7/8" AdvanTech Subfloor, as
Manufactured by Huber Engineered
Woods-Install Per Manufacturer; Typical
2x Floor Joists; See Structural; Typical
Finish Floor; Typical
Open-Cell Spray Insulation,
R-30 Minimum; Typical
Painted 5/8" Gypsum Board; Typical
Painted 5/8" Gypsum Board; Typical
2x Wood Ceiling Joists Per
Structural; Typical
Open-Cell Spray Insulation,
R-19 Minimum; TypicalMechanically Fastened HydroGap Drainable
Housewrap, as Manufactured by Benjamin Obdyke,
Over 1/2" ZIP System Wall Sheathing, as Manufactured
by Huber Engineered Woods, on 2x4 Studs
Align With Existing
2x Wood Roof Structure; See
Structural and Details; Typical
Open-Cell Spray Insulation, R-38
Minimum; Install Per NC State
Residential Building Code Section
R806.5; Typical
Specified Roofing
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THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
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A5
.
1
Slab Detail A
1-1/2"
Window Sill Detail B
1-1/2"
Slab Detail @ Existing Patio D
1-1/2"
Eave Detail C
1-1/2"
E
1-1/2"
Roof Detail F
1-1/2"
Rake Detail G
1-1/2"
Corner Detail I
1-1/2"
Patio DetailCorner Detail H
1-1/2"
Painted Smooth HardiePanel
Mechanically Fastened HydroGap Drainable
Housewrap, as Manufactured by Benjamin
Obdyke, Over 1/2" ZIP System Wall
Sheathing, as Manufactured by Huber
Engineered Woods, on 2x6 Studs; Typical
5/8x Painted Smooth PVC Sheet, 5 1/2"
Wide; See Elevations
1" Thick Painted Smooth PVC Sheet;
See Elevations
5/8" Painted Gypsum Board
Specified Spray
Insulation; Typical
Sloped Flashing, Extend Over Brick, With
Hemmed Drip Edge- Extend Minimum 8"
Vertically
Brick Veneer To Match Existing, Reinforced
Horizontally and Vertically; See Structural and
Details; Typical
Reinforced Composite Masonry Wall; See
Structural and Details;Typical
Brick Band Detail To Match Existing; Typical
Pressure Treated Sill Plate(s)
and Attachment Per
Structural; Typical
1/4" Sill Sealer Foam
Gasket; Typical
Fluid Applied or Tape Flashing- 'Z' Shape to
Wrap Butt End of Sheathing- Sheathing to
Overlap Sill 3/4" Min.; Typical
Compacted Fill; See Structural
4" Washed Gravel
2" Rigid Insulation
Vapor Barrier; Typical
Reinforced Concrete Slab,
See Structural
and Details; Typical
Scheduled Window
Sill Pan Set in Sealant- With Hemmed Drip
Edge- Extend Over PVC Sheet; Typical
5/8x Painted Smooth PVC Sheet, 5 1/2"
Wide; See Elevations
Painted Smooth HardiePanel
Mechanically Fastened HydroGap Drainable
Housewrap, as Manufactured by Benjamin
Obdyke, Over 1/2" ZIP System Wall
Sheathing, as Manufactured by Huber
Engineered Woods, on 2x6 Studs; Typical
5/8" Painted Gypsum Board
Specified Spray
Insulation; Typical
6"
Scheduled Window
Sloped Flashing, With Hemmed
Drip Edge- Extend Minimum 8" Vertically
1" Thick Painted Smooth PVC Sheet;
See Elevations
Mechanically Fastened HydroGap Drainable
Housewrap, as Manufactured by Benjamin
Obdyke, Over 1/2" ZIP System Wall
Sheathing, as Manufactured by Huber
Engineered Woods, on 2x6 Studs; Typical
2x2 Painted Smooth PVC
Trim With Integral Drip Edge
1x1 Painted Smooth PVC Trim
Painted HardieSoffit; Non-Vented Smooth
5/8" Painted Gypsum Board
2x Wood Floor Joists;
See Structural
1x6 Painted Smooth PVC Trim
Metal Drip Edge; Typical
5/8" ZIP System Roof Sheathing, as
Manufactured by Huber Engineered
Woods;Typical
Underlayment Per Roofing Manufacturer;
Coordinate with ZIP System
Specified Roofing
Metal Uplift Connector
Per Structural
2x Wood Roof Structure;
See Structural; Typical
Specified Spray
Insulation; Typical Aluminum Gutter To Match Existing
Painted Smooth HardiePanel
Existing Patio; Re-work/ Modify As
Required For New Work
Existing Patio Foundation Wall;
Re-work as Required; See Structural
New Reinforced Foundation
Wall; See Structural
Compacted Fill; See Structural
4" Washed Gravel
2" Rigid Insulation
Vapor Barrier; Typical
Self-Adhered Waterproofing Membrane; Extend to
Bottom Of First CMU Course and 8" Above Sill Plates
Fluid Applied or Tape Flashing- 'Z' Shape to Wrap
Butt End of Sheathing- Sheathing to Overlap Sill
3/4" Min.; Typical
Metal Flashing Set in
Masterseal NP1 Sealant
1" Thick Painted Smooth PVC Sheet; See Elevations
5/8x Painted Smooth PVC Sheet, 5 1/2" Wide;
See Elevations
Mechanically Fastened HydroGap Drainable
Housewrap, as Manufactured by Benjamin
Obdyke, Over 1/2" ZIP System Wall Sheathing, as
Manufactured by Huber Engineered Woods, on
2x6 Studs; Typical
Reinforced Concrete Slab,
See Structural and Details; Typical
CMU 'Curb'; See Structural
1/4" Sill Sealer Foam
Gasket; Typical
Pressure Treated Sill Plate(s)
and Attachment Per
Structural; Typical
5/8" Painted Gypsum Board
Specified Spray Insulation; Typical
6"
Scheduled Window
Sloped Flashing, With Hemmed
Drip Edge- Extend Minimum 8" Vertically
1" Thick Painted Smooth PVC Sheet;
See Elevations
Mechanically Fastened HydroGap Drainable
Housewrap, as Manufactured by Benjamin
Obdyke, Over 1/2" ZIP System Wall
Sheathing, as Manufactured by Huber
Engineered Woods, on 2x6 Studs; Typical
2x2 Painted Smooth PVC
Trim With Integral Drip Edge
1x1 Painted Smooth PVC Trim
Painted HardieSoffit; Non-Vented Smooth
5/8" Painted Gypsum Board
2x Wood Floor Joists;
See Structural
1x6 Painted Smooth PVC Trim
Metal Drip Edge; Typical
5/8" ZIP System Roof Sheathing, as
Manufactured by Huber Engineered
Woods;Typical
Underlayment Per Roofing Manufacturer;
Coordinate with ZIP System
Specified Roofing
Specified Spray
Insulation; Typical
Flashing Extend Minimum 8" Vertically
1x Painted Smooth PVC Sheet
Mechanically Fastened HydroGap Drainable
Housewrap, as Manufactured by Benjamin
Obdyke, Over 1/2" ZIP System Wall
Sheathing, as Manufactured by Huber
Engineered Woods, on 2x6 Studs; Typical
2"x2" Powder Coated
Aluminum Post; Surface Mounted
Stainless Steel Cable Railing
Pool Patio Reinforced Concrete Slab, See
Structural; Finish To Be Determined
Double Brick Band; Detail To
Match Existing Patio
4" Washed Gravel
Compacted Fill; See Structural
Reinforced Composite Masonry Wall; See
Structural and Details;Typical
Brick Veneer To Match Existing, Reinforced
Horizontally and Vertically; See Structural and
Details; Typical
Flashing
1'-2"
Painted Smooth HardiePanel
Mechanically Fastened HydroGap Drainable
Housewrap, as Manufactured by Benjamin
Obdyke, Over 1/2" ZIP System Wall
Sheathing, as Manufactured by Huber
Engineered Woods, on 2x6 Studs; Typical
1x1 Painted Smooth PVC Trim
Painted HardieSoffit; Non-Vented Smooth
1x6 Painted Smooth PVC Trim
Metal Drip Edge; Typical
5/8" ZIP System Roof Sheathing, as
Manufactured by Huber Engineered
Woods;Typical
Underlayment Per Roofing Manufacturer;
Coordinate with ZIP System
Specified Roofing
2x Wood Roof Structure;
See Structural; Typical
Specified Spray Insulation5/8" Painted Gypsum Board
Painted Smooth HardieBatten
5/4x4 Painted Smooth PVC Trim
Brick Below
Mechanically Fastened HydroGap Drainable
Housewrap, as Manufactured by Benjamin
Obdyke, Over 1/2" ZIP System Wall
Sheathing, as Manufactured by Huber
Engineered Woods, on 2x6 Studs; Typical
1" Thick Painted Smooth PVC Sheet;
See Elevations
1" Thick Painted Smooth PVC Sheet;
See Elevations
5/8x Painted Smooth PVC Sheet, 5 1/2"
Wide; See Elevations
Brick Below
Mechanically Fastened HydroGap Drainable
Housewrap, as Manufactured by Benjamin
Obdyke, Over 1/2" ZIP System Wall
Sheathing, as Manufactured by Huber
Engineered Woods, on 2x6 Studs; Typical
1" Thick Painted Smooth PVC Sheet Below
1" Thick Painted Smooth PVC Sheet;
See Elevations
5/8x Painted Smooth PVC Sheet;
See Elevations
Painted Smooth HardiePanel
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THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
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A5
.
2
Footing Detail A
1-1/2"
Brick Detail C
1-1/2"
Eave Detail B
1-1/2"
D
1-1/2"
Bay Roof Detail F
1-1/2"
Vertical Stucco Control Joint Detail G
3"
Cantilevered Bay Detail
Brick Veneer Detail E
1-1/2"
4" Washed Gravel
Continuous Vapor Barrier; Minimum 10 mil
Reinforced Concrete Slab;
See Structural and Details; Typical
Bond Break
5/8" Gold Bond Brand XP Gypsum
Board with Sporgard as Manufactured
by National Gypsum or Equal
Brick Band Detail To Align With
And Match Existing; Typical
1/4" Sill Sealer Foam Gasket; Typical
Pressure Treated Sill Plate(s) and
Attachment Per Structural; Typical
2x6 Wood Stud Wall; See Structural
1/2" ZIP System Wall Sheathing, as Manufactured
by Huber Engineered Woods; Typical
Mechanically Fastened HydroGap Drainable
Housewrap, as Manufactured by Benjamin Obdyke; Typical
Air Space, 1" Minimum ;Typical
Brick Veneer To Match Existing, Reinforced Horizontally
and Vertically; See Structural and Details;Typical
Mortar Net; Typical
Fluid Applied or Tape Flashing- 'Z' Shape to Wrap Butt
End of Sheathing- Sheathing to Overlap Sill 3/4"; Typical
Weeps; Typical
Continuous Through Wall Flashing
Extend 8" Vertically Minimum; Typical
Grout Solid; Typical
Reinforced CMU Foundation;
See Structural And Details; Typical
Reinforced Concrete Footing;
See Structural And Details; Typical
Mechanically Fastened HydroGap
Drainable Housewrap, as Manufactured
by Benjamin Obdyke
1/2" ZIP System Wall Sheathing, as
Manufactured by Huber Engineered Woods
2x6 Wood Stud Wall; See Structural
Air Space; Typical
Brick Veneer To Match Existing,
Reinforced Horizontally
and Vertically; Typical
5/8" Painted Gypsum Board
2x6 Wood Stud Wall; See Structural
1/2" ZIP System Wall Sheathing, as Manufactured
by Huber Engineered Woods; Typical
Mechanically Fastened HydroGap Drainable
Housewrap, as Manufactured by Benjamin Obdyke; Typical
Air Space, 1" Minimum ;Typical
Brick Veneer To Match Existing, Reinforced Horizontally
and Vertically; See Structural and Details;Typical
2x Ceiling/ Floor Structure- See
Structural; Typical
5/8" Painted Gypsum Board
Metal Uplift Connector
Per Structural; Typical
2x Roof Structure- See
Structural; Typical
Specified Spray
Insulation; Typical
Pressure Treated Blocking As Required; Typical
Vent Gap With Insect Screen; Typical
Non-Vented Soffit To Match Existing; Typical
Specified Roofing
Underlayment Per Roofing Manufacturer;
Coordinate with ZIP System
5/8" ZIP System Roof Sheathing, as
Manufactured by Huber Engineered
Woods;Typical
Metal Drip
Edge; Typical
* Eave Details and Dimensions To Match Existing; Typical *
2x4 Wood Stud Wall; See Structural
1/2" ZIP System Wall Sheathing, as Manufactured
by Huber Engineered Woods; Typical
Air Space, 1" Minimum ;Typical
Brick Veneer To Match Existing, Reinforced Horizontally
and Vertically; See Structural and Details;Typical
Painted HardiePanels and Battens
Mechanically Fastened HydroGap Drainable
Housewrap, as Manufactured by Benjamin Obdyke; Typical
1x1 Painted Smooth PVC
1x Painted Smooth PVC
Curved Steel Lintel Per Structural; Typical
Brick Band Detail To Match Existing; Typical
Continuous Through Wall Flashing
Extend 8" Vertically Minimum; Typical
Weeps; Typical
Brick Veneer To Match Existing, Reinforced Horizontally
and Vertically; See Structural and Details;Typical
See Detail 'C/A5.2' For Wall Assembly Notes
2x4 Wood Stud Wall; See Structural
Vent Gap With Insect Screen; Typical
Mechanically Fastened HydroGap Drainable
Housewrap, as Manufactured by Benjamin
Obdyke, Over 1/2" ZIP System Wall Sheathing, as
Manufactured by Huber Engineered Woods, on
2x6 Studs; Typical
1x1 Painted Smooth PVC
Painted HardieSoffit; Non-Vented Smooth
See Detail 'C/A5.2' For Wall Assembly Notes
Specified Spray Insulation; Typical
2x Floor Joists; See Structural; Typical
1x Painted Smooth PVC Sheet- HardiePanels at
Recessed Panels; See Elevations
2x Framing As Required and
Per Structural; Typical
2x6 Wood Stud Wall; See Structural
1/2" ZIP System Wall Sheathing, as Manufactured
by Huber Engineered Woods; Typical
Painted Smooth HardiePanels and Battens
Mechanically Fastened HydroGap Drainable
Housewrap, as Manufactured by Benjamin Obdyke; Typical
Specified Spray Insulation; Typical
Continuous Through Wall Flashing Extend 8" Vertically
Minimum and Down Over Base Flashing; Typical
Weeps; Typical
Steel Lintel And Attachment Per Structural; Typical
Base Flashing And Roof Termination Per Roofing Manufacturer; Typical
Ledger And Attachment Per Structural; Typical
2x Rafters Per Structural; Typical
11"
5/8" ZIP System Roof Sheathing, as Manufactured
by Huber Engineered Woods;Typical
Underlayment Per Roofing Manufacturer;
Coordinate with ZIP System
Specified Metal Roofing
1x Painted Smooth PVC; Align
With Existing, See Elevations
2x2 Painted Smooth PVC
Trim With Integral Drip Edge
1x1 Painted Smooth PVC
Painted HardieSoffit; Non-Vented Smooth
1x Painted Smooth PVC Sheet- HardiePanels at
Recessed Panels; See Elevations
Mechanically Fastened HydroGap Drainable
Housewrap, as Manufactured by Benjamin Obdyke,
Over 1/2" ZIP System Wall Sheathing, as Manufactured
by Huber Engineered Woods, on 2x6 Studs; Typical
Specified Spray Insulation; Typical
1x Painted Smooth PVC Trim- Align With And Match
Height Of Existing; See Elevations
2x Painted Smooth PVC Cap Trim
Continuous Through Wall Flashing
Extend 8" Vertically Minimum; Typical
Specified Stucco Over Mechanically Fastened
DuPont Tyvek StuccoWrap Over 1/2" ZIP System
Wall Sheathing, as Manufactured by Huber
Engineered Woods, on 2x6 Studs
Griplock 'J' Control Joint; Install
Per Stucco Manufacturer
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THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
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0
2
3
De
t
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A5
.
3
Brick-Stucco Detail A
1-1/2"
TPO Roof Detail D
1-1/2"
B
1-1/2"
Window Sill Detail
Window Head Detail C
1-1/2"
Roof Edge Detail- Typical TPO Roof E
6"
TPO Roof Diagram F
NTS
* See Drawings/Details For Specifics
Slab Detail G
1-1/2"
5/8" Gold Bond Brand XP Gypsum
Board with Sporgard as Manufactured
by National Gypsum or Equal
Specified Stucco Over Plastic Lath Over
Mechanically Fastened DuPont Tyvek StuccoWrap
Over 1/2" ZIP System Wall Sheathing, as
Manufactured by Huber Engineered Woods,
on 2x6 Studs
Weep Screed
Sloped Flashing, Extend Over Brick, With Hemmed
Drip Edge- Extend Minimum 8" Vertically
Pressure Treated Blocking As Required
Brick Band Detail To Align With
And Match Existing; Typical
1/2" ZIP System Wall Sheathing, as Manufactured
by Huber Engineered Woods; Typical
Mechanically Fastened HydroGap Drainable
Housewrap, as Manufactured by Benjamin
Obdyke; Typical
2x6 Wood Stud Wall; See Structural
Air Space, 1" Minimum ;Typical
Brick Veneer To Match Existing, Reinforced
Horizontally and Vertically; See Structural and
Details;Typical
Scheduled Window
Sill Pan Set in Sealant- With Hemmed
Drip Edge- Extend Over 8/4x; Typical
8/4x3 Painted Smooth PVC Trim With
Integral Drip Edge
Casing Bead/ Screed
Caulk Joint
Specified Stucco Over Plastic Lath Over
Mechanically Fastened DuPont Tyvek StuccoWrap
Over 1/2" ZIP System Wall Sheathing, as
Manufactured by Huber Engineered Woods,
on 2x6 Studs
5/8" Gold Bond Brand XP Gypsum
Board with Sporgard as Manufactured
by National Gypsum or Equal
Specified Stucco Over Plastic Lath Over Mechanically
Fastened DuPont Tyvek StuccoWrap Over 1/2" ZIP System
Wall Sheathing, as Manufactured by Huber Engineered
Woods, on 2x6 Studs
Casing Bead/ Weep Screed
Sloped Flashing, With Hemmed Drip Edge-
Extend Minimum 8" Vertically
8/4x3 Painted Smooth PVC Trim With
Integral Drip Edge
Sloped Flashing, With Hemmed Drip Edge-
Extend Minimum 8" Vertically
Scheduled Window
Header Per Structural5/8" Gold Bond Brand XP Gypsum
Board with Sporgard as Manufactured
by National Gypsum or Equal
Specified Stucco Over Plastic Lath Over Mechanically
Fastened DuPont Tyvek StuccoWrap Over 1/2" ZIP System
Wall Sheathing, as Manufactured by Huber Engineered
Woods, on 2x6 Studs
E
A5.33
1
/
2
"
Balustrade/ Railing To Match Existing
Casing Bead/ Screed
Caulk Joint
8/4x Painted Smooth PVC Trim- Align With And
Match Height Of Existing; See Elevations
Metal Uplift Connector
Per Structural; Typical
1x Painted Smooth PVC Trim- Align With And
Match Height Of Existing; See Elevations
5/8" Gold Bond Brand XP Gypsum
Board with Sporgard as Manufactured
by National Gypsum or Equal
2x Roof Structure- See
Structural; Typical
3/4" Tongue and Groove
Plywood Sheathing; Typical
Polyiso Rigid Insulation Ripped For 1/4" Slope
Cementitious Cover Board Per Roofing Manufacturer
Specified TPO Roof; Install Per Manufacturer
Pressure Treated 2x6 Nailer
Stainless Steel Cleat; Fastened Top
and Face; Per Roofing Manufacturer
Snap-On and Top Fastened Drip Edge- High Wind
Requirements- Per Roofing Manufacturer
TPO Flashing Tape Per Roofing Manufacturer
Snap-On and Top Fastened Drip Edge-
High Wind Requirements; Per Roofing Manufacturer
Stainless Steel Cleat; Fastened Top and Face;
Per Roofing Manufacturer
Flash/ Counter Flash At Base Per Manufacturer
Balustrade/ Railing To Match Existing
Reinforced Concrete Slab,
See Structural and Details; Typical
CMU 'Curb'; See Structural
1/4" Sill Sealer Foam
Gasket; Typical
Pressure Treated Sill Plate(s)
and Attachment Per
Structural; Typical
5/8" Painted Gypsum Board
Scheduled Window
Pool Patio Reinforced Concrete Slab, See
Structural; Finish To Be Determined
Metal Flashing Set in
Masterseal NP1 Sealant
Rigid Insulation
Fluid Applied or Tape Flashing- 'Z' Shape to Wrap
Butt End of Sheathing- Sheathing to Overlap Sill
3/4" Min.; Typical
1" Thick Painted Smooth PVC Sheet;
See Elevations
Sill Pan Set in Sealant- With Hemmed
Drip Edge- Extend Over PVC; Typical
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THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
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ATypical Window Flashing D
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A8
.
1
Window Elevations
1/4"
BDoor Elevations
1/4"
CDoor Schedule
Continuous Bead of Sealant
WINDOW JAMB
Expanding Foam Sealant
Continuous Bead of Sealant
Specified Air and Water-Resistive
Barrier 'House Wrap' (Fluid Applied
Weather Resistive Barrier Recommended)
Specified Sheathing
Specified Siding
Self-Adhered Membrane Sill
Flashing; See Sill Detail
Self-Adhered Membrane Flashing
Specified Trim
Scheduled Window
General Window Flashing Notes:
1.Typical Window Flashing Details Indicated. Confirm/
Coordinate Per Specific Window Manufacturer
Requirements. All Windows to be Flashed Per
Manufacturer. Door Flashing Similar.
2.Installation/ Materials Shall be in a Manner Which Conforms
With Section R703.4 (Flashing) of The North Carolina State
Residential Building Code (Current Adopted Edition,
Including All Amendments), ASTM E2112, AAMA 711, and
Specific Window Manufacturer Requirements.
3.All Self-Adhered Membrane Flashing to be Rolled
Flat and Smooth.
4.Self-Adhered Membrane Flashing to be a Minimum of 4"
Wide; Wider as Required to Cover Areas as Indicated in
One Piece.
5.See Typical Window Flashing Sequence on Sheet A8.2 for
Additional Information.
6.Gaps are Drawn Between Adjacent 'Pieces' only to Clarify
Locations.
7.See Step 3 of Typical Window Flashing Sequence on Sheet
A8.2 for Alternate Sill Slope Options.
8.When using Zip System Sheathing- Adjust/ Revise Flashing
Details as Per Manufacturer Recommendations.
Scheduled Window
WINDOW SILL
Specified Siding
Specified Air and Water-Resistive
Barrier 'House Wrap' (Fluid Applied
Weather Resistive Barrier Recommended)
Specified Sheathing
Stainless Steel Sill Pan with Integral Slope,
Back Dam, and Turned up Jamb Sides
Site-Made Self-Adhered Continuous Membrane
Sill Pan Flashing, Wrap Up and Over Back
Dam as Shown; Minimum 10" Vertical up
Jamb Sides
Expanding Foam Sealant
Continuous Bead of Sealant
Each Side as Shown
Specified Trim
A
2'-8"
2'-
1
"
FIXED
2'-8"
5'-4"
Windows To Match Existing
B
FIXED
C
FIXED
2'-
1
"
1'
-
7
1
/
2
"
2'-8"
3'-
8
1
/
2
"
2'-8"
10'-11"
2'-8"2'-8"3"
D
FIXED
E
FIXED
2'-
1
"
1'
-
7
1
/
2
"
2'-8"
7'
-
7
1
/
2
"
2'-8"
10'-11"
2'-8"2'-8"3"
3'
-
1
1
"
F
FIXED
G
FIXED
H
FIXED
2'-
1
"
1'
-
7
1
/
2
"
2'-8"
7'
-
7
1
/
2
"
2'-8"
11'-2"
2'-8"2'-8"3"
3'
-
1
1
"
3"
I
(2) MULLED DOUBLE HUNG
MATCH EXISTING
3'-0"
6'
-
0
"
3'-0"
6'-0"
J
DOUBLE HUNG
MATCH EXISTING
3'-0"
6'
-
0
"
K
DOUBLE HUNG
MATCH EXISTING
2'-6"
6'
-
0
"
R1
5
'
-
8
"
2'-
8
1
/
2
"
6'-
7
1
/
2
"
R1
5
'
-
8
"
6'-
7
1
/
2
"
R1
5
'
-
8
"
3'-0"
3'
-
0
"
L
FIXED
Scheduled Window
WINDOW HEAD
Specified Siding
Specified Air and Water-Resistive
Barrier 'House Wrap' (Fluid Applied
Weather Resistive Barrier Recommended)
Specified Sheathing
Expanding Foam Sealant
Continuous Metal Cap
Flashing (Aluminum Prohibited with Fiber Cement)
Self-Adhered Membrane Flashing
Continuous Bead of Sealant
Self-Adhered Membrane Flashing
Specified Trim
Continuous Metal 'Z' Flashing (Aluminum
Prohibited with Fiber Cement); Extend 1" on
Sides and 2" Vertically (Minimum)
1
FULL GLASS
EXTERIOR DOOR
6'
-
8
"
2'-8"
2
3'-0"
6'
-
8
"
TRUSTILE TS1000
FLAT PANEL AND SQUARE STICKING
3
GARAGE DOOR
FIELD VERIFY STYLE AND SIZE,
TO MATCH EXISTING
8'-0"
7'
-
0
"
4
3'-0"
6'
-
8
"
EXTERIOR FIBERGLASS DOOR
MATCH EXISTING DOOR AT GARAGE
Typical Window Flashing Sequence- Wood Framed Wall A
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THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
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A8
.
2
STEP 8 - Repair cuts/ rips in building wrap as indicated above and as required.
Note:
1. Install sealant around entire interior perimeter at joint between window frame
and the turned in Flashing/ Building Wrap.
STEP 7 - Overlap head flashing with Building Wrap.STEP 6 - Install head flashing. If drip cap is required, install drip cap prior to head flashing. Head flashing to
overlap drip cap.
STEP 5 - Install jamb flashing.
STEP 4 - Install scheduled window unit per manufacturers recommendations.
Notes:
1. Apply continuous bead of sealant on window head and jamb nailing fins as per manufacturer
requirements.
2. Do not install sealant behind sill nailing fin- if manufacturer recommends such sealant, consult with
architect prior to install.
STEP 3 - Install sill flashing.
Notes:
1. Sill flashing to be installed over a continuous back dam and shim
piece; shim to slope towards exterior side of window.
2. Alternatively, install a pre-manufactured sill pan with integral slope,
back dam, and turned up jamb sides.
3. Alternatively, 5 degree bevel cut top of cripple studs supporting sill, sill sloping towards exterior.
Elevation 5A Elevation 6A Elevation 7A Elevation 8A
Elevation 1B
STEP 1 - Install Building Wrap per manufacturer's instructions and cut in rough opening areas as indicated.
Wrap section #3 over sill and secure to interior framing. Sections #1 and #2 will be wrapped around jambs, but
do not secure until sill corner flashing is complete in step 2.
Notes:
1. Where Building Wrap lap occurs in close proximity to sill, install additional building wrap strip to allow
for proper coverage of window sill and lapping below.
2. Install all flashing and self adhered flashing materials in accordance with manufacturer's instructions.
Cut Building
Wrap in
Modified 'I'
pattern as
indicated
and noted
STEP 2 - Install corner self-adhered membrane flashing as indicated in 2A, 2B, and 2C. Wrap Building Wrap
around jambs and secure upon completion.
Building Wrap Over
Sheathing; Typical
1
2
3
9"
9"
Cut Building Wrap at 45° at corners of
head of rough opening, see elevations
below for additional information
Elevation 1A
1 2
3
1 2
3
Window
Rough
Opening
1"
Temporarily Lift Building Wrap
Install Self-Adhered Membrane
Jamb Flashing on Each Side
Jamb Flashing to Fully Cover Edges
of Sill Flashing; Extend a Minimum
of 1" Beyond Outside Edge of Sill
Flashing and a Minimum of 1/2"
Below Bottom of Sill Flashing
Temporarily Lift Building Wrap
Install Self-Adhered Head Flashing
Head Flashing to Fully Cover Edges of
Jamb Flashing; Extend a Minimum of
1" Beyond Outside Edge of Jamb
Flashing and a Minimum of 1/2" Above
Top of Jamb Flashing
Release Building Wrap to
Overlap Head Flashing
Seal Cuts and/or Rips with
Additional Pieces of Self-Adhered
Membrane Flashing as Required
Temporarily Lift Building Wrap
Install Pre-Fabricated Corner Flashing
(Grace VYCORner or Equal); Install
per Manufacturer
See 2B and 2C Below
Temporarily Pull Back Building
Wrap as required
2A
2B
2C
Install Self-Adhered Membrane
Flashing Over Top Edge Corner
Flashing; Overlap Corner Flashing and
Framing a Minimum of 1"
RE-Apply Building Wrap Over Corner
Flashing, Wrap Fully Around Jambs
and Secure to Interior Framing
Temporarily Lift Building Wrap
Install Scheduled Window per Manufacturer
3A
3B
Temporarily Lift Building Wrap
Install Self-Adhered Membrane
Flashing Over Entirety of Corner
Flashing on Exterior Face, Extend
4" Minimum Down Past Flashing
and To Each Side of Jamb
See 3B Below
Cut Self-Adhered Membrane
Flashing Along Edge of Rough Opening
Fold Self-Adhered Membrane
Flashing Over Sill and Minimum 3"
Down Over Interior Framing
* When using Zip System Sheathing- Adjust/ Revise All Flashing Details Per Manufacturer Recommendations *
Rendering View 1 A
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THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
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Rendering View 2 B
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R1
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1
Rendering View 3 C
NTS
Rendering View 4 D
NTS
For Design Intent Only; Refer to Architectural/ Structural Drawings for Specifics
View 1 A
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THIS DRAWING IS THE LEGAL PROPERTY OF LISLE ARCHITECTURE AND DESIGN, INC. AND IS NOT TO BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF THE ARCHITECT - COPYRIGHT 20239.1.2023Plotted:
61
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View 2 B
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2
View 3 C
NTS
View 4 D
NTS
For Design Intent Only; Refer to Architectural/ Structural Drawings for Specifics