Zoning and Site Information

Category Answer Initials

Municipality Kiawah Island NP
Zoning Designation R1 NP
Flood Zone AE 10' NP
Freeboard Amount + 1' NP
B.F.E. 10' NP
Average Adjacent Grade +/- 5'-0" NP
Height Restriction from B.F.E. + 40' NP
Height Restriction from Freeboard
First Floor Height Restriction
Front Setback 25' NP
Side Setback #1 20' NP
Side Setback #2 20' NP
Rear Setback 25' NP
Additional Setbacks
OCRM Critical Line Setback

Speciality Zoning Restrictions N/A NP

Stepping Back Height N/A NP
View Corridor N/A NP
Stair Setback Relief N/A NP

Any Easements N/A NP

Landscape Zoning Requirements N/A NP

Guest Parking Required 2 Spaces NP

Lot Area 14,817.73 S.F. NP

Lot Area High Ground 14,817.73 S.F. NP
Lot Area Marsh
OCRM Sign off Required - Y/N No NP
Lot Coverage Allowed 33% NP
Impervious Coverage
What's included

Pervious Coverage
What's included

Soils Test Performed Yes NP

Zoning Variance Required? No NP

General Notes: The Durkin Residence Setback Variance Required? No NP

ARB/BAR Approvals Required?

1. All work shall be conducted in accordance with national, state, and local codes. Contractors shall
acquire and purchase all licenses, fees and required permits. Contractors shall supply all materials,
tools, labor and transportation required to complete job.
200 High Dunes Lane Conceptual Yes NP
Preliminary Yes NP
2. All materials, workmanship, and equipment installed shall be guaranteed by the General Contractor
for a minimum of one year from the Architect's issue of the certificate of substantial completion. All Kiawah Island, SC Final

sub-contractors shall provide warranties to the Owner (in addition to the general contractor's
guarantee) to return to the site as required to correct problems related to their portion of work for a
period of one year from the Architect's issue of the certificate of substantial completion.

3. Contractor to verify all dimensions in the field prior to any construction, fabrication, or order of
materials. Notify Architect of any discrepancies.
Building Code Information
4. Contractor shall be responsible for provision of any blocking, barricades, or any miscellaneous Category Answer Initials
structures required to complete job. Applicable Code 2021 IRC NP
5. General Contractor shall be responsible for the coordination of the work schedule and all trades, Project Designation Single Family NP
sub-contractor, and material suppliers for the duration of the completed job. All sub-contractors shall
review the drawing package and coordinate their work around other trades with the General
Historic Status? No NP
Contractor. The drawings shall serve as the outline of the general scope of work. The intent of the FEMA Variance Required? No NP
drawing package is for a completed project in all respects.
Encroachment Easement Req. No NP
6. Any discrepancies between drawing package and the shop drawings, product literature or samples
with the actual site conditions shall be reported to the Architect, material suppliers, and affected sub-
contractors by the General Contractor. The General Contractor shall be responsible for the inspection Will the building be sprinkled? No NP
and supervision of all work to complete job.
Wind Zone (Structural Engineer)
7. Treat all areas involved in construction for termites. Provide bond which is renewable at Owners P.O. Box 21871 - Charleston, SC - 29413
Seismic Zone (Structural Engineer)
option. Phone: 843.805.6700

Index of Drawings - Construction Document Set (In Progress)

Sheet #. Drawing Date Sheet #. Drawing Date Sheet #. Drawing Date Sheet #. Drawing Date
Survey Survey 3/16/23 S1 Foundation Plan 5/23/24 A200 3D Views 6/10/24 A801 Door Schedule 6/10/24
S2 First Floor Framing Plan 5/23/24 A201 Front Elevation 6/10/24 A802 Window Schedule 6/10/24
A001 Site Plan 6/10/24 S3 First Floor Ceiling Framing Plan 5/23/24 A202 Right Elevation 6/10/24
A002 Lot Coverage Diagram 6/10/24 S4 Second Fl. Ceiling Framing Plan 5/23/24 A203 Rear Elevation 6/10/24 A901 Finish Schedule 6/10/24
S5 Roof Framing Plan 5/23/24 A204 Left Elevations 6/10/24 A902 Finish Schedule 6/10/24
C-1 Landscape Cover Sheet 11/7/24 S6 Sections 5/23/24 A205 All Elevations 6/10/24
LA-3 Tree Protection Plan 11/7/24 S7 Details 5/23/24 E100 Ground Floor Electrical Plan 6/10/24
LA-4 Grading & Drainage Plan 11/7/24 S8 Details 5/23/24 A301 Building Sections 6/10/24 E101 First Floor Electrical Plan 6/10/24
S9 Specifications 5/23/24 A302 Building Sections 6/10/24 E102 Second Floor Electrical Plan 6/10/24

A100 Ground Floor Plan 6/10/24 A401 Details 6/10/24

A101 First Floor Plan 6/10/24 A402 Wall Sections 6/10/24
A102 Second Floor Plan 6/10/24 A403 Wall Sections 6/10/24
A103 Roof Plan 6/10/24
 THESE DRAWINGS ARE THE
PROPERTY OF HENRY N.
SHEPARD II, ME, PE, AND

NOTES:
ARE NOT TO BE USED FOR
MAKING ANY
REPRODUCTION THEREOF,
OR FOR CONSTRUCTING
*EXTERIOR WALL HEADERS SHALL BE (3) 2x8 W/ 21" PLYWOOD U.N.O. ANY BUILDING WITHOUT
FIRST OBTAINING WRITTEN
AUTHORIZATION FROM THE
*INTERIOR WALL HEADERS SHALL BE (2) 2x8 W/ 21" PLYWOOD U.N.O. COPYRIGHT OWNER:
HENRY N. SHEPARD II
*INDICATES TRUSS OR JOIST SPAN DIRECTION

*INDICATES DOUBLE TRUSS DT

843-509-9190 & hshepardpe@msn.com

*INDICATES SOLID FULL-DEPTH BLOCKING

1015 TRIO RD, ANDREWS, SC 29510

*INDICATES STUD PACK

HENRY N. SHEPARD II, M.E., P.E.

*TRUSSES TO BE DESIGNED BY AN ENGINEER LICENSED IN SOUTH CAROLINA

STRUCTURAL ENGINEER
1 41" x 24" RIMBOARD AROUND
TRUSS PERIMETER (TYP.)
1 41" x 12" RIMBOARD AROUND
STRUC. COLUMN (TYP.) 12" TRUSS PERIMETER (TYP.)

PT (2) 2x10 24" ENGINEERED TRUSSES @ 16"o.c.

(DROPPED)

BOLTS @ 32"o.c., STAGGERED

12" ENGINEERED TRUSSES @ 16"o.c.

PT 2x10 BAND w/ 58" DIA. GALV.

(3) 1 34" x 11 41" LVL HEADER

PT (3) 2x10 (DROPPED)
PT 2x10 @ 16"o.c.

TRUSSES @ 16"o.c.
DT

12" ENGINEERED
(TAPER-CUT)

LVL HEADER
24" ENGINEERED TRUSSES @ 16"o.c.

(3) 1 34" x 9 41"

STUD PACK

(3) 1 34" x 9 41" LVL HEADER

(TYP.)

LVL HEADER
(3) 1 34" x 9 41"
DT

(3) 1 34" x 9 41" LVL HEADER

24" ENG. TRUSSES
2x6 @ 16"o.c. 1 34" x 11 78" BAND w/ 58" DIA. GALV. BOLTS @ 32"o.c., STAGGERED
@ 16"o.c.

(2) 1 34" x 24" LVL

(2) 1 34" x 24" LVL

(2) 1 34" x 24" LVL

(2) 1 34" x 24" LVL
OPEN

STUD PACK
3 1
(3) 1 x 9 4" 4" (TYP.)
PT (2) 2x10
(TAPER-CUT)
DT DT 3
4"
1
(3) 1 x 9
4"
LVL HEADER 06-13-2024
LVL HEADER

BOLTS @ 32"o.c., STAGGERED

PT 2x10 BAND w/ 58" DIA. GALV.
24" ENGINEERED TRUSSES @ 16"o.c.

(3) 1 34" x 11 41" LVL HEADER

BLOCKING (390 PLF)

PROVIDE TEMP.
PT 2x10 @ 16"o.c. STUD PACK
SUPPORT @
(TAPER-CUT) (TYP.)
MID-SPAN DURING
CONST.

(2) 1 34" x 24" LVL

(3) 1 34" x 9 41"
LVL HEADER

200 HIGH DUNES LANE

1 41" x 24" RIMBOARD AROUND

KIAWAH ISLAND, SC
DURKIN RESIDENCE
PROVIDE TEMP. TRUSS PERIMETER (TYP.)
SUPPORT @
MID-SPAN DURING DROP TOP CHORD 3"
CONST. DT IN THIS AREA PT STRUC.
BRACKET (SEE
STUD PACK
PT (2) 2x10 ARCH. PLANS
(TYP.) OPEN
(TAPER-CUT) 24" ENGINEERED TRUSSES @ 16"o.c.
(3) 1 34" x 11 78" LVL HEADER
(3) 2x10 BOXED BEAM (DROPPED)
x 16" LVL w/BLOCKING (DROPPED)

DT

(2) 1 34" x 16" LVL

w/BLOCKING
(DROPPED)
ROOF RAFTERS
x 16" LVL (DROPPED)
(3) 2x10 BOXED BEAM (DROPPED)

PROVIDE TEMP.
FORM CEILING

BLOCKING (390 PLF)

SUPPORT @
IN THIS AREA
(3) 1 34" x 11 41" LVL HEADER
ROOF RAFTERS FORM

ROOF RAFTERS FORM

CEILING IN THIS AREA

CEILING IN THIS AREA

MID-SPAN DURING
CONST.

STUD PACK

LVL HEADER
(TYP.)
4"

(3) 1 34" x 9 41"

PT STRUC.
3

STUD PACK STRUC.

(2) 1

BRACKET (SEE
(TYP.) COLUMN (TYP.)
ARCH. PLANS
4"

24" ENGINEERED TRUSSES @ 16"o.c.

3
(2) 1

PROVIDE TEMP.
SUPPORT @ MID-SPAN
DURING CONST.
REVISIONS:
3
(2) 1 4" x 24" LVL DROP TOP CHORD 3" IN THIS
(3) 2x10 BOXED BEAM (DROPPED) AREA
(2) 2x8

(2) 2x8
16"o.c.

16"o.c.
2x6 @

2x6 @

2x6 @ 2x6 @
STUD PACK 16"o.c. 16"o.c.
STRUC. COLUMN (TYP.) 1 41" x 24" RIMBOARD AROUND
(TYP.)
TRUSS PERIMETER (TYP.)
DRAWN BY: JD

STUD PACK
(TYP.) FIRST FLOOR
CEILING FRAMING

FIRST FLOOR CEILING PLAN

FRAMING PLAN
SHEET: S3
OF: 9 SHEETS
SCALE: 41" = 1' PROJECT #:
DATE: 06-13-2024
 THESE DRAWINGS ARE THE
PROPERTY OF HENRY N.
SHEPARD II, ME, PE, AND

NOTES:
ARE NOT TO BE USED FOR
MAKING ANY
REPRODUCTION THEREOF,
OR FOR CONSTRUCTING
*EXTERIOR WALL HEADERS SHALL BE (3) 2x8 W/ 21" PLYWOOD U.N.O. ANY BUILDING WITHOUT
FIRST OBTAINING WRITTEN
AUTHORIZATION FROM THE
*INTERIOR WALL HEADERS SHALL BE (2) 2x8 W/ 21" PLYWOOD U.N.O. COPYRIGHT OWNER:
HENRY N. SHEPARD II
*INDICATES JOIST SPAN DIRECTION

*INDICATES COLLAR TIE CT

843-509-9190 & hshepardpe@msn.com

*INDICATES STUD PACK

1015 TRIO RD, ANDREWS, SC 29510

HENRY N. SHEPARD II, M.E., P.E.
STRUCTURAL ENGINEER
ROOF RAFTERS FORM ROOF RAFTERS FORM
CEILING IN THIS AREA CEILING IN THIS AREA

2x8 CT @ 16"o.c.

2x8 CT @ 16"o.c.

2x8 CT @ 16"o.c.

2x8 CT @ 16"o.c.
06-13-2024

(2) 2x8
(3) 2x10 w/ 21" PLYWOOD HEADER
2x6 @
16"o.c.
STUD PACK
(TYP.)

2x8 CT @ 16"o.c.

200 HIGH DUNES LANE

KIAWAH ISLAND, SC
DURKIN RESIDENCE
STUD PACK
(TYP.)

2x8 CT @ 16"o.c.

2x8 CT @ 16"o.c.

(2) 2x8
16"o.c.
2x6 @

REVISIONS:

ROOF RAFTERS FORM ROOF RAFTERS FORM

CEILING IN THIS AREA CEILING IN THIS AREA

DRAWN BY: JD

SECOND FLOOR
CEILING FRAMING

SECOND FLOOR CEILING PLAN

FRAMING PLAN
SHEET: S4
OF: 9 SHEETS
SCALE: 41" = 1' PROJECT #:
DATE: 06-13-2024
 THESE DRAWINGS ARE THE
PROPERTY OF HENRY N.
SHEPARD II, ME, PE, AND

NOTES:
ARE NOT TO BE USED FOR
MAKING ANY
REPRODUCTION THEREOF,
OR FOR CONSTRUCTING
*INDICATES RAFTER SPAN DIRECTION ANY BUILDING WITHOUT
FIRST OBTAINING WRITTEN
*INDICATES DBL STUD SUPPORT (TYP.) AUTHORIZATION FROM THE
COPYRIGHT OWNER:
HENRY N. SHEPARD II
*PROVIDE SIMPSON LS70 CONNECTOR w/2" SCREWS ON ONE SIDE WHERE ALL
RIDGES, HIPS, AND VALLEYS FRAME TOGETHER

843-509-9190 & hshepardpe@msn.com

*MAX. RAFTER NOTCH = 1 34" FOR 2x8

1015 TRIO RD, ANDREWS, SC 29510

*MAX. RAFTER NOTCH = 1 38" FOR 2x6

HENRY N. SHEPARD II, M.E., P.E.

STRUCTURAL ENGINEER
2x8 @ 16"o.c.
1

IP
3
2x8 @ 2x8 @

H
4
"x

L
LV
11
16"o.c. 16"o.c.

1
4"
4
"L

11
VL

x
H

3
4"
DR

IP

1
134"x1141" LVL
DR

LVL
2x8 @ 2x8 @
16"o.c. 16"o.c. 2x8 @ 2x8 @

134"x1141"
16"o.c. 16"o.c.

1 34" x 11 41" LVL RIDGE

DR
DR

2x8 @ 16"o.c.
2x8 @ 16"o.c. 2x8 @ 16"o.c.

2x8 @ 16"o.c.
2x8 @ 16"o.c.

IP
H
L
EY

LV
DR
DR

LL
DR

1
4"
DR
2x8 @ 16"o.c.

VA

11
2x8 @ 3 1

x
L
1 4" x 11 4" LVL

LV

3
4"
2x8 @ 16"o.c. 16"o.c. 1

16"o.c.
DR

2x8 @
1
4"
06-13-2024

11

LVL
PROVIDE SIMPSON JOIST

"x
3
4 HANGER (TYP. OVER 6') 2x8 @ 2x8 @

134"x1141"
DR DR 3 1
1 4" x 11 4" LVL RIDGE 16"o.c. 16"o.c.

16"o.c.
2x8 @

IP
DR

2x8 @ 16"o.c.
L
DR

LV
3

1
1
4"

3
4
"x
1 34" x 11 41" LVL

4
3

"x
11
LV

4
"x

11

11
L

1
11

3
H

4"

1
4
"L
2x8 @ 16"o.c.

2x8 @ 16"o.c.
IP "

4
1

"L
1
2x8 @

VL
4

VL
VA
16"o.c.

200 HIGH DUNES LANE

2x8 @ 16"o.c. 2x8 @ 16"o.c.

LL

IP
EY

KIAWAH ISLAND, SC
DURKIN RESIDENCE
1 34" x 11 41" LVL RIDGE
DR

PROVIDE SIMPSON JOIST

HANGER (TYP. OVER 6')
2x8 @ 16"o.c.

DR
FA

1 34" x 11 41" LVL

1

IP
3

LS

2x6 @ 16"o.c.
1
H

PT BRACKET (SEE
2x8 @ 16"o.c.
4

2x8 @ 16"o.c. 2x8 @ 16"o.c.

"x

2x8 @ 16"o.c.
2x6 OVER-FRAME

E
4
L

"x
LV
9

ARCH. PLANS)
VA
1

FA

9
4
"L

4
1

1
4"

2x8 @
LL
Y

LS
@ 16"o.c.

"H
VL

LE

DR
EY
x

16"o.c.
IP

3
H

4"

AL

VA
IP

LL
EV

EY

1 34" x 11 41" LVL

LS

2x8 @
FA

1 34" x 9 41" LVL RIDGE 1 3" x 9 1" LVL RIDGE 16"o.c. DR

2x8 @ 16"o.c. 2x8 RIDGE 4 4 2x8 @
2x8 @ 16"o.c.

2x8 @ 16"o.c.
16"o.c.
2x6 OVER-FRAME

2x8 @ 16"o.c. 2x8 @ 16"o.c. 2x8 @ 16"o.c.

1
PROVIDE SIMPSON JOIST

3
2x6 OVER-FRAME @ 16"o.c.
2x8 @ 16"o.c.
IP

4
"x
FA

HANGER (TYP. OVER 6')

H
@ 16"o.c.

PT BRACKET (SEE

11
EY

L
2x8 @ 16"o.c.

LS

LV

1
ARCH. PLANS)

4
LL

"L
2x8 @ 16"o.c.
EV

DR

DR
1
4"
VA
1

VL
IP

11

IP DR
H

1 34" x 11 41" LVL 1 34" x 11 41" LVL

4
"x

AL

H
E

H
x
L

LS

IP
"
LV

3
9

4"

"L
LE

1
1

2x8 @ 16"o.c.

2x8 @ 16"o.c.
FA

1
4

DR

DR
1

VL
4"

9
Y

2x8 @ 2x8 @
x
9

2x8 @ 16"o.c.

H REVISIONS:
3
4"
x

IP 1
3

16"o.c. 16"o.c.
4"
1

16"o.c.

16"o.c.
2x8 @

2x8 @
2x6 @ 16"o.c.

IP
2x

H
8

2x6 @ 8 2x6 @
H

2x
IP

16"o.c. 16"o.c.
16"o.c.

16"o.c.
2x6 @

2x6 @

DRAWN BY: JD

ROOF FRAMING
PLAN

ROOF FRAMING PLAN

SHEET: S5
OF: 9 SHEETS
SCALE: 41" = 1' PROJECT #:
DATE: 06-13-2024
 THESE DRAWINGS ARE THE
5 PROPERTY OF HENRY N.
8" PLYWOOD SHEATHING SHEPARD II, ME, PE, AND
ARE NOT TO BE USED FOR
MAKING ANY
REPRODUCTION THEREOF,
2x8 COLLAR TIE @ 16"o.c. OR FOR CONSTRUCTING
ANY BUILDING WITHOUT
FIRST OBTAINING WRITTEN
AUTHORIZATION FROM THE
SIMPSON H8 CONNECTOR @ EACH COPYRIGHT OWNER:
(3) 2x10 (DROPPED) DOUBLE TOP PLATE HENRY N. SHEPARD II
RAFTER

843-509-9190 & hshepardpe@msn.com

2x8 RAFTER @ 16"o.c. 2x6 STUDS @ 16"o.c. w/ 21" PLYWOOD SHEATHING, SOLID BLOCKING AT 2x6 STUDS @ 16"o.c.
ALL SHEATHING SEAMS

1015 TRIO RD, ANDREWS, SC 29510

1
SEE ARCH. PLANS FOR EAVE DETAIL (3) PT 2x10 BEAM (DROPPED) 2"PLYWOOD SHEATHING w/ SOLID BLOCKING @ ALL SHEATHING

HENRY N. SHEPARD II, M.E., P.E.

SEAMS

PT 2x10 JOISTS @ 16"o.c., TAPER-CUT w/ GALV. JOIST HANGERS SIMPSON CS16 STRAP @ 4'-0"o.c.

STRUCTURAL ENGINEER
3 3
4" T&G ADVANTEC SUB-FLOORING (GLUE & NAIL - RING SHANK) 4" T&G ADVANTEC SUB-FLOORING (GLUE & NAIL - RING SHANK)

PT 2x10 BAND w/ 58" DIA. GALV. BOLTS @ 32"o.c., STAGGERED 1 34" x 12" LVL RIMBOARD AROUND TRUSS PERIMETER

1 41" x 24" RIMBOARD AROUND TRUSS PERIMETER 12" ENGINEERED TRUSSES @ 16"o.c.

1
24" ENGINEERED TRUSSES @ 16"o.c. 2"PLYWOOD SHEATHING w/ SOLID BLOCKING @ ALL SHEATHING
SEAMS

(3) 2x10 BOXED BEAM (DROPPED) 2x6 STUDS @ 16"o.c.

(3) 1 34" x 11 41" LVL HEADER SIMPSON CS16 STRAP @ 4'-0"o.c.

3
STRUCTURAL COLUMN (SEE ARCH. PLANS) 4" T&G ADVANTEC SUB-FLOORING (GLUE & NAIL - RING SHANK)

3
4" T&G ADVANTEC SUB-FLOORING (GLUE & NAIL - RING SHANK) (2) 1 34" x 16" LVL RIMBOARD

1 34" x 16" LVL RIMBOARD AROUND TRUSS PERIMETER 16" ENGINEERED TRUSSES @ 16"o.c.
06-13-2024
8" WIDE x 12" DEEP CASTCRETE OR POWER STEEL LINTEL, OR C.I.P.
16" ENGINEERED TRUSSES @ 16"o.c.
CONCRETE w/(2) #5 REBAR IN BOTTOM

PT 2x12 JOISTS @ 12"o.c.

200 HIGH DUNES LANE

PT 2x8 PLATE w/ POWER ACTUATED FASTENERS

KIAWAH ISLAND, SC
DURKIN RESIDENCE
SIMPSON PA-28 GALV. STRAP ANCHOR w/(2) 21" DIA. GALV. BOLTS & NAILS
@ 4'-0"o.c. (PROVIDE (2) STRAPS @ CORNERS)

8" WIDE x 12" DEEP CASTCRETE OR POWER STEEL LINTEL, OR C.I.P.

CONCRETE w/(2) #5 REBAR IN BOTTOM

8" CMU FOUNDATION WALL 4" CONC. SLAB ON 10mil POLY VAPOR BARRIER

GRADE TO SLOPE AWAY GRADE TO SLOPE AWAY

4" CONC. SLAB ON 10mil POLY VAPOR BARRIER 8" CMU FOUNDATION WALL

#5 VERT. REBAR @ 2'-0"o.c. w/ PEA GRAVEL CONCRETE, VIBRATED #5 VERT. REBAR @ 2'-0"o.c. w/ PEA GRAVEL CONCRETE, VIBRATED

(3) #5 REBAR, CONTINUOUS (3) #5 REBAR, CONTINUOUS

REVISIONS:
8" MIN.

8" MIN.
1'-0"

1'-0"
2'-0" WIDE x 1'-0" THICK CONC. FOOTING 2'-0" WIDE x 1'-0" THICK CONC. FOOTING
3" CLR. MIN.

3" CLR. MIN.

DRAWN BY: JD

SECTIONS
2'-0" 2'-0"

WALL SECTION @ REAR OVERLOOK WALL SECTION @ GARAGE DOOR

SHEET: S6
OF: 9 SHEETS
SCALE: 1" = 1' SCALE: 1" = 1' PROJECT #:
DATE: 06-13-2024
 THESE DRAWINGS ARE THE
PROPERTY OF HENRY N.
SHEPARD II, ME, PE, AND
* CONTROL JOINTS ARE ARE NOT TO BE USED FOR
FOOTING FOOTING FOOTING FOOTING TO BE EVERY 15'-0" MAX. MAKING ANY
REPRODUCTION THEREOF,
OR PANEL SIZE NOT TO OR FOR CONSTRUCTING
EXCEED 300 sqft. MAX. 4" CONC. SLAB
38" LAP SPLICE MIN. 38" LAP SPLICE MIN. ANY BUILDING WITHOUT
FIRST OBTAINING WRITTEN
AUTHORIZATION FROM THE
COPYRIGHT OWNER:
1" x 81" SAW CUT FOR 4" HENRY N. SHEPARD II
SLAB FILLED w/JOINT

38" LAP SPLICE MIN.

38" LAP SPLICE MIN.

SEALER (SONOLASTIC
OR EQU.)

843-509-9190 & hshepardpe@msn.com

1015 TRIO RD, ANDREWS, SC 29510
HENRY N. SHEPARD II, M.E., P.E.
(3)#5 REBAR (TYP.)
(4)#5 REBAR (TYP.)

STRUCTURAL ENGINEER
WWF 6x6-W 1.4 x W 1.4
OR FIBER REINFORCING
CORNER INTERSECTION CORNER INTERSECTION
10 MIL POLY VAPOR
BARRIER

(3) REBAR LAYOUT (TYP.) (4) REBAR LAYOUT (TYP.) CONTROL JOINT
SCALE: 34" = 1' SCALE: 34" = 1' SCALE: 4" = 1'

SHIM

PLATE
HORIZ. REINF. HORIZ. REINF.
PLATE
CMU WALL (4)#5 @ INTERSECTION CMU WALL (3)#5 @ CORNERS
OVERLAP REINF. @ OVERLAP REINF. @
INTERSECTION CORNERS

06-13-2024
PLATE

BLOCKING

200 HIGH DUNES LANE

KIAWAH ISLAND, SC
DURKIN RESIDENCE
MULTIPLE STUDS @
CMU INTERSECTION REINF. CMU CORNER REINF. CORNERS
SCALE: 121" = 1' SCALE: 121" = 1' SCALE: NONE

PLUMBING INSIDE WALL ROOF SHEATHING

4'-
0"
MI RIDGE BEAM
N.
BOTTOM PLATE SIMPSON LSTA-18 STRAP OR 16"
BLOCK DBL TRUSSES @ SUB-FLOORING CS-16 STRAP @ 48"o.c. FASTENED
4'- w/(14) 10 d NAILS (OVER SHEATHING)
0" 4'o.c. MAX
MI
N. ROOF RAFTER (TYP., SEE
UPPER PLATE
SPLICE FRAMING PLANS)

USE 18 16d NAILS

FLOOR TRUSSES
LOWER PLATE SPLICE
REVISIONS:

UPPER PLATE SPLICE

DRAWN BY: JD

DETAILS

WALL FRAMING @ RAFTER CONNECTION TO

TOP PLATE FRAMING PLUMBING RIDGE SHEET: S7
OF: 9 SHEETS
PROJECT #:
SCALE: 21" = 1' SCALE: NONE SCALE: 1" = 1' DATE: 06-13-2024
 THESE DRAWINGS ARE THE
PROPERTY OF HENRY N.
SHEPARD II, ME, PE, AND
ARE NOT TO BE USED FOR
MAKING ANY
5 REPRODUCTION THEREOF,
8" PLYWOOD SHEATHING 16d NAIL OR FOR CONSTRUCTING
ANY BUILDING WITHOUT
RAFTER (SEE FRAMING FIRST OBTAINING WRITTEN
AUTHORIZATION FROM THE
PLANS) COPYRIGHT OWNER:
HENRY N. SHEPARD II

RIDGE, HIP, OR VALLEY 2x4 STRONG-BACK

16d NAILS (TYP.)

843-509-9190 & hshepardpe@msn.com

SIMPSON H8 2x6 DIAGONAL
SIMPSON H8 CONNECTOR RAFTER (SEE FRAMING PLANS)
CONNECTOR

1015 TRIO RD, ANDREWS, SC 29510

BRACE @ 8'o.c. MAX.
MULTIPLE STUD SUPPORT 6" SIMPSON SDS SCREW w/
GABLE WALL
WASHER @ 16"o.c. INTO RAFTER

HENRY N. SHEPARD II, M.E., P.E.

2x10

NOTCH AS REQUIRED 16d NAILS (TYP.)

5 16d NAILS (TYP.)
8" PLYWOOD SHEATHING

STRUCTURAL ENGINEER
RIDGE, HIP, & VALLEY
SUPPORT OVER-FRAME DETAIL GABLE BRACE
SCALE: 1" = 1' SCALE: 1" = 1' SCALE: 1" = 1'

EXTEND SHEATHING EVEN

DBL TOP PLATE w/TOP OF PLATE AND FASTEN
PER SHEARWALL PLAN

WALL STUDS @ 16"o.c.

SECOND FLOOR
RSP4 @ 4'-0"o.c.
SOLID BLOCKING AT ALL
HORIZ. JOINTS RIMJOIST

DBL TOP PLATE

RSP4 @ 4'-0"o.c. 06-13-2024

BLOCKING @ JOINTS IN
SHEATHING, EDGE ON
FLAT

TYPICAL STUDS

200 HIGH DUNES LANE

END OF SHEARWALL

KIAWAH ISLAND, SC
DURKIN RESIDENCE
BOTTOM PLATE
SEGMENT, BUILDING
TYPICAL SUBFLOOR CORNER

RIM JOIST EXT. GR. SHEATHING TO LAP FIRST FLOOR

MIN. 12" BETWEEN FLOORS
DBL TOP PLATE

NAILING @ PLATE & SHOE (3) STUDS, NAIL PANEL

PER SHEARWALL PLAN TO OUTSIDE OF STUD

(2) 16d TOENAILS @ EA.

EXT.GR. SHEATHING PANELS SHEARWALL SEGMENT END, EA. PIECE (TYP.)
STAGGERED HORIZONTALLY MIN. 2'-0", MAX. 4'-0"

WALL STUDS @ 16"o.c.

SOLID BLOCKING AT ALL
SIMPSON HDU5 PT BOTTOM PLATE
HORIZ. JOINTS
HOLD-DOWN w/ (2) 58" BOLTS
(1) 58" DIA. x 6" LONG LAG SCREW FIRST FLOOR
RSP4

FOUNDATION SYSTEM

FIRST COURSE TREATED

PLYWOOD ARRANGED
HORIZONTALLY, EXTEND
BOTTOM PLATE SHEATHING TO COVER REVISIONS:
RIMBOARD AND ATTACH PER
FOUNDATION SYSTEM SHEARWALL PLAN SIMPSON HDU5
HOLD-DOWNS @ ALL
CORNERS

DRAWN BY: JD

DETAILS

EXTERIOR 2-STORY SHEAR

TYPICAL WALL NAILING WALL SHEET: S8
OF: 9 SHEETS
PROJECT #:
SCALE: 21" = 1' SCALE: 1" = 1' DATE: 06-13-2024
 REVISIONS

3
______ 2
______ 3
______
_ A302 _ A302 _ A402

85' - 0"

DESIGNED BY:
4' - 4" 17' - 0" 11' - 8" 20' - 0" 32' - 0" CHECKED BY:
0' - 8" 0' - 8" DRAWN BY:
1' - 0" 0' - 8" 0' - 8" 0' - 8" 1' - 4" 2' - 0" 1' - 4" 0' - 8"
5' - 0" 6' - 0" 3' - 8" 2' - 4" 3' - 8" 5' - 0" 7' - 0" 7' - 0" 6' - 8" 7' - 0" 4' - 8" 7' - 0" 6' - 0"
PRELIMINARY

0' - 8"

0' - 8"

0' - 8"
1' - 0"
D-007 BID
PERMIT
2' - 4"

1' - 8"
CONSTRUCTION
3' - 2"

0' - 8"
1' - 8"
UP

1' - 8"

0' - 8"
1' - 8"
1' - 8"
0' - 8"

0' - 8"

0' - 8"
1' - 0"
0' - 8"

13' - 4"
D-001

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

14' - 8"
1
2 Parking Bay 1 1
2

6' - 0"
______ ______
Spa Fill
_ A402
A301 _ A402
A301
F-001
0' - 8"
0' - 8"

0' - 8"
0' - 2"
5' - 0" 6' - 0" 0' - 8" 0' - 8" 1' - 4"
0' - 8"

1' - 4"
18' - 8" 5' - 4" 13' - 4" 10' - 0"

0' - 8"

0' - 8"
1' - 0"
1' - 8"

1' - 8"

1' - 8"
0' - 8"
0' - 8"
0' - 8"
1' - 4"
19' - 8"

18' - 4"

4
______

0' - 8"
_ A301

4' - 0"
Pool Fill

2' - 4"
9' - 6"

1' - 8"
9' - 6"

0' - 8"
0' - 10"
0' - 8" 0' - 8"
1' - 0" 0' - 8" 0' - 8" UP
11' - 8" 9' - 0" 4' - 4" 3' - 8" 12' - 0" 3' - 0" 4' - 0" 2' - 0" 9' - 4" 10' - 0" +ASSOCIATES
0' - 8" 0' - 8" 0' - 8" 0' - 8" 0' - 8" 0' - 8" 1' - 4"
0' - 8" 1' - 4" 0' - 8"

7' - 4"

10' - 0"

13' - 0"
Parking Bay 2

9' - 8"
0' - 8"
0' - 8"

9' - 0"
3582 Maybank Highway
0' - 8"

F-002
Johns Island, South Carolina 29454

Phone: 843.805.6700

1' - 4"
2' - 0"

D-002

0' - 8"
0' - 2"
0' - 8"
2' - 0"

1' - 0"
0' - 8"
2
______ 2
______
_ A301 _ A301

3' - 8 1/2"
58' - 0"

58' - 0"
0' - 5 1/2"
0' - 2 3/4" 0' - 8"
1' - 0" 0' - 8" 1' - 0" 4' - 10"
0' - 4" 0' - 5 1/4" 0' - 8" 0' - 8" 0' - 8" 0' - 8" 0' - 6"
200 High Dunes Lane
11' - 6"

7' - 6"

4' - 1 1/4" 10' - 2 3/4" 2' - 0" 3' - 8" 3' - 8" 4' - 4" 18' - 8" 13' - 4"

5' - 10"
11' - 2"

0' - 8" Kiawah Island, SC

7' - 4"

2' - 2 1/2"
3
______

1' - 1"
4' - 8"
Rain Chain UP _ A301
Provide (2) Smart Elevator
0' - 8"
0' - 8"

Vents in elevator shaft.

2' - 0"

5' - 0"

ALL DRAWINGS PROPERTY OF BILL HUEY & ASSOCIATES, INC. ANY REPRODUCTION, DUPLICATION, OR USE WITHOUT EXPRESS AUTHORIZATION OF BILL HUEY & ASSOCIATES IS FORBIDDEN.
2' - 8"

0' - 3 1/2"
D-004

1' - 0 1/2"
D-006
1' - 0"
0' - 4"

3' - 8" M.O.

D-003

16' - 0"
1 Lower Entry 1

5' - 3"
______ ______
_ A302
A403 6' - 2" _ A403
A302
6' - 6"

F-003

24' - 8"
SEAL:

CMU walls below

SOUTH C

2' - 8"
stair in this area.
OF AR
17' - 0"

2' - 0"

TE
Slab with decorative sawcut pattern.

OL
BILL HUEY &

STA
2' - 2 1/2"
1' - 1"

I NA
1' - 4"

Rain Chain
ASSOC., INC.
D-005

REG
Charleston, S.C.

TS
EC
B-95012

I
6' - 7"
6' - 6"

6' - 4" 8' - 10" 4' - 4"

S
6' - 2"

T I TE
RED
1' - 0" 1' - 4" 0' - 8" ARCH
1' - 0"

7' - 11"
0' - 4"
1' - 0"

1' - 0"
SEAL:
0' - 4"

0' - 8"
5' - 0"

3' - 4"
4' - 0"

4' - 0"
0' - 8"
Generator

4' - 1 1/4" 4' - 5 1/4" 4' - 5 1/2" 15' - 0" 7' - 0" 2' - 0" 7' - 0" 5' - 4"
0' - 4" 1' - 4" 1' - 4" 1' - 0" 1' - 4" 1' - 4" 0' - 8"
1' - 0" 0' - 8" 0' - 8"
18' - 0" 15' - 0" 20' - 0" 6' - 0" 23' - 6" 2' - 6"

85' - 0"
SHEET:
3
______

1 Ground Floor Plan

_ A302
A100
A100
1/4" = 1'-0" Main House Smart Vent Notes: Below Deck Smart Vent Notes: General Floor Plan Notes:
SCALE: 1/4" = 1'-0"
1. The area enclosed by foundation walls and foundation 1. The area enclosed by foundation walls and foundation 1. Provide cost option to Owner for Platinum Forticell mold preventative provided by 10. Depress Elevator slab per manufacturer's specs. PROJECT NO.:
panels is 2,380 s.f. panels is 520 s.f. Energy One America or Equal. 11. Provide (2) Insulated Smart Vents (Model 1540-520) in elevator shaft. Vents 23002
2. Allow for a Central Vac system. Install per Owner's specifications (if any). to be installed not more than 12" above the adjacent grade. DATE: 6/10/2024 1:05:42
Each vent provides 200 s.f. of hydrostatic relief. Each vent provides 200 s.f. of hydrostatic relief. 3. Provide gas service at all locations requiring it. This includes but is not limited to the 12. Paint all interior sides of block walls and epoxy floors. Color per owner. PM
13 Smart Vents x 200 s.f. = 2,600 s.f. 3 Smart Vents x 200 s.f. = 600 s.f. Range, Laundry Dryer, exterior gas lighting fixtures, gas grill, and fireplaces. 13. All P.T. Lumber to be Ground Contact UC4A or greater regardless of location.
4. Verify Hardscape materials w/ Owner prior to order or install. #1 Prime or Better.
2. All hydrostatic vents are to be installed not more than 2. All hydrostatic vents are to be installed not more than 5. Elevator shall have an automatic closer option. 14. Permanently mark the B.F.E. and Freeboard line (if applicable) on a ground
12" above the adjacent grade. 12" above the adjacent grade. 6. Price option for Geothermal HVAC System. floor wall. Surveyor to verify B.F.E and Freeboard Elevation Heights.
7. All units and electrical service shall be above Freeboard. 15. All materials below B.F.E. and Freeboard to be FEMA Class 4 or Class 5
3. See SMART VENT® Foundation Flood Vent for more 3. See SMART VENT® Foundation Flood Vent for more 8. Final driveway and hardscape materials and layout by Landscape Architect. accepted materials.
information. information. 9. Provide full termite treatment in all areas below house. Provide bond to Owner that is 16. At all piers, provide hand access to clear out mortar prior to solid concrete fill.
renewable at Owner's option 17. Dehumidify Garage Space below conditioned area.
 REVISIONS

3
______ 2
______
_ A302 _ A302

85' - 0"

18' - 0" 10' - 0" 5' - 0" 20' - 0" 32' - 0"
DESIGNED BY: B.H.
0' - 10" 0' - 5 1/2" 0' - 5 1/2" 0' - 5 1/2" CHECKED BY: -
4' - 2" 7' - 9 1/2" 3' - 6" 7' - 9 1/2" 10' - 6 1/2" 10' - 11 1/2" 10' - 0 1/2"
DRAWN BY: N.P.

W-108 W-107
PRELIMINARY
BID
W-106 W-105
PERMIT
2' - 4"

2' - 4"

0' - 5 1/2"
CONSTRUCTION

1' - 8"
0' - 5 1/2"
P-111

7' - 7 1/2"
0' - 10"
DN P-110
0' - 5 1/2" 0' - 5 1/2" 0' - 3 1/2"

6' - 10 1/2"
19' - 1" 19' - 6 1/2" 3' - 0" 8' - 3"
D-113

6' - 6"
M. Bedroom W.I.C. W.C.

0' - 5 1/2"
13' - 9"
F-111 F-113
10' - 8"

9' - 10"
D-116

14' - 8"
1
______ D-114 1
______
_ A301 Spa _ A301
M. Bath

3' - 10"
4' - 11"
Hall

3' - 10"
D-112
D-115

0' - 5 1/2"
F-112 F-114 W-104
0' - 5 1/2" 0' - 5 1/2" 0' - 5 1/2"

6' - 10 1/2"
0' - 5 1/2"
W-109 5' - 6 1/2" 9' - 1" 16' - 0"

6' - 9 1/2"
D-111 P-107 P-108

0' - 5 1/2"
0' - 5 1/2"
P-109

0' - 5 1/2"
4
______ Laundry
D-110

3' - 6 1/2"

5' - 0"

6' - 0"
0' - 5 1/2"
_ A301 F-110
DN D-109
Pool P-106
Dryer Washer W-103

0' - 3 1/2"
0' - 10 1/2"
0' - 3 1/2"

5' - 5 1/2"
A-116 A-115

2' - 5 1/2"
8' - 3 1/2" 3' - 3"

2' - 0"
14' - 0 1/2"
UP 0' - 5 1/2"

0' - 3 1/2"
+ASSOCIATES

0' - 3 1/2"
D-108

13' - 0"
4' - 6 1/2" 5' - 0" 5' - 8" 5' - 0" 5' - 6 1/2" 7' - 6" 5' - 9" 3582 Maybank Highway

5' - 3"
0' - 5 1/2" 0' - 3 1/2" 0' - 3 1/2" 0' - 3 1/2" 0' - 5 1/2" 0' - 5 1/2" 0' - 3 1/2" Johns Island, South Carolina 29454

0' - 3 1/2"

11' - 6 1/2"
23' - 4"

1' - 1 1/2" 0' - 3 1/2" W-102

9' - 2 1/2"
Office

7' - 1"
1' - 1 1/2" D-107
D-106 Phone: 843.805.6700
F-109

0' - 5 1/2"
2
______ Living Room Pwdr. 2
______

15' - 4 1/2"
_ A301 Deck _ A301

5' - 0"
F-108
58' - 0"

F-107
F-115

0' - 5 1/2"
P-104
P-105

58' - 0"
W-101 200 High Dunes Lane
8' - 10"

0' - 3 1/2"
4' - 2 1/2" 9' - 4" Kiawah Island, SC

5' - 11 1/2"
0' - 5 1/2"
24' - 1" 6' - 2" 3
______

4' - 8"
0' - 3 1/2"
Elevator _ A301
D-117 D-104

ALL DRAWINGS PROPERTY OF BILL HUEY & ASSOCIATES, INC. ANY REPRODUCTION, DUPLICATION, OR USE WITHOUT EXPRESS AUTHORIZATION OF BILL HUEY & ASSOCIATES IS FORBIDDEN.
5' - 0"

0' - 10"
0' - 4"

4' - 2"
0' - 5 1/2"
0' - 10"

D-105 D-101

Entry
sleeper deck
Slope below

7' - 0"
1
______ 1
______
DN
8' - 4 1/2"

_ A302 _ A302
7' - 3"

F-102

24' - 8"
0' - 11 1/2" 0' - 11 1/2" Entry Porch
14' - 6 1/2" 18' - 1" 5' - 6 1/2" SEAL:

4' - 2"
F-101

0' - 10"
D-103

SOUTH C
16' - 8 1/2"

Screened Porch OF AR
17' - 0"

Dining Room

0' - 3 1/2"
Slope below Freezer

TE

OL
sleeper deck F-106 F-105 Ref. A-111 BILL HUEY &

STA
0' - 10"

21' - 2 1/2"

I NA
Kitchen A-109 Ref. ASSOC., INC.
6' - 9"
F-103
8' - 4 1/2"

REG
Charleston, S.C.

TS
0' - 10" 0' - 10"

9' - 5 1/2"
sleeper deck
Slope below

EC
Dishwasher Dishwasher Pantry 8' - 5" B-95012

S I
7' - 3"

T TE
A-101 A-102 I RED
F-104 ARCH

8' - 3"
Disposal
D-102
0' - 5 1/2"

A-113
0' - 10"

0' - 5 1/2"

0' - 5 1/2"
Oven
P-103
Ice SEAL:
0' - 4"

Wine Wine P-102 P-101 Disposal A-107

A-112 A-114 A-103 Ovens A-110
Micro.
Disposal Range Hood A-108
A-104 A-105 A-106

3' - 6 1/2"
0' - 5 1/2"
W-110 W-113

4' - 0"
W-111 W-112

4' - 10 21/32" 4' - 10 21/32" 4' - 10 21/32" 7' - 3 1/4" 7' - 3 1/4" 5' - 6 1/2" 8' - 0" 5' - 6 1/2" 2' - 9 1/4" 2' - 9 1/4"
0' - 10" 0' - 10" 0' - 10" 0' - 10" 0' - 5 1/2" 0' - 5 1/2" 0' - 5 1/2" 0' - 5 1/2"

18' - 0" 15' - 0" 20' - 0" 6' - 0" 14' - 0" 12' - 0" SHEET:
85' - 0" 3
______

1 First Floor Plan

_ A302
A101
A101
1/4" = 1'-0" Square Footage: First Floor Notes:
6. Elevator cab to have shiplap walls and ceiling. Car operating panel to have rectangle SCALE:
First Floor - 2,442 S.F. 1. Provide cost option to Owner for Platinum Forticell mold preventative. shape with upgraded options to include integrated phone, emergency light, key lock & 1/4" = 1'-0"
Second Floor - 1,507 S.F. LED position indicator with brushed stainless steel finish. Call stations to have rectangle PROJECT NO.: 23002
Total Heated - 3,949 S.F. 2. Install Central Vac per Owner's specifications. shape with upgraded options to include key lock, "car here" button & LED position DATE: 6/10/2024 1:06:04
indicator. Weatherproof at garage level. Handrails to be flat metal with Dark Oxide Finish.
3. All P.T. Lumber to be Ground Contact UC4A or greater regardless of location. Recessed can lights with white trim/baffle, gates upgraded to Bronze Perforated and PM
black floor track. Verify with Owner and I.D.
4. Allow for gas at Kitchen Range, Laundry Dryer, Grill Location and Fireplaces.
7. All materials below BFE and Freeboard to be FEMA class 4 or class 5 materials.
5. G.C. to verify that all voids in exterior walls created by the intersection of interior walls
are filled with insulation by insulation sub-contractor. 8. All wall framing and sheathing at porches to be Pressure Treated.
 REVISIONS

3
______ 2
______ 3
______
_ A302 _ A302 _ A402

40' - 0"
DESIGNED BY: B.H.
20' - 0" 20' - 0"
CHECKED BY: -
0' - 5 1/2" 0' - 3 1/2" 0' - 5 1/2" DRAWN BY: N.P.

0' - 5 1/2"
5' - 0" 13' - 9 1/2"

D.S. PRELIMINARY
BID
D.S. D.S. D.S.

0' - 5 1/2"
PERMIT

5' - 0 1/4"
W.I.C. CONSTRUCTION

7' - 7 3/4"
0' - 3 1/2"

8' - 6 1/2"
5' - 0" 13' - 9 1/2"

14' - 3"
Balcony D-203

0' - 5 1/2"
D-202

4' - 4"
0' - 5 1/2"
Front Deck
1
2
______ Bedroom 2 1
2
______
_ A402
A301 D-205 F-203 _ A402
A301
F-201
0' - 5 1/2"
10' - 6 1/2" 9' - 0"

3' - 5 3/4"
P-201 D-204

0' - 5 1/2"

5' - 3"
10' - 7 3/4"
D-208
D-201
Bath 2
F-202
4

0' - 5 1/2"
______

0' - 5 1/2"
Shallow framing P-202

3' - 6 1/2"

3' - 6 1/2"
0' - 5 1/2"
_ A301 in this area DN
above stairs. D-206
5" / 12"

7' - 1"
P-203 D-207

0' - 3 1/2"
2' - 0"

0' - 3 1/2"

4' - 3 1/4"
W-204
W.I.C. +ASSOCIATES
Bedroom 3

14' - 2"

15' - 1"
F-204

8' - 9"
W-203
0' - 5 1/2" 0' - 3 1/2" 0' - 5 1/2" 3582 Maybank Highway
14' - 7 1/2" 4' - 0" 5' - 8 1/2" 13' - 6 1/2" Johns Island, South Carolina 29454
Hall

7' - 1"
P-204

5' - 9 1/4"
Phone: 843.805.6700

11' - 10"
D-211 Den F-206 Bath 3

0' - 5 1/2"
54' - 0"

54' - 0"
D-210 D-209

0' - 3 1/2"
F-207 F-205
2
______ P-205 2
______
_ A301 _ A301

0' - 5 1/2"
Balcony

2' - 3"
0' - 3 1/2"

0' - 5 1/2"
P-206
9' - 6" 4' - 10" 200 High Dunes Lane
8' - 9"

D-212
Kiawah Island, SC

4' - 8"
D.S. 3

9' - 2 1/2"
______

0' - 5 1/2"
D.S. Bath 5
D-213 D-214 _ A301
Elevator
F-208

5' - 0"
Mechanical
3 1/2" / 12"

P-208 5' - 0"

P-207

ALL DRAWINGS PROPERTY OF BILL HUEY & ASSOCIATES, INC. ANY REPRODUCTION, DUPLICATION, OR USE WITHOUT EXPRESS AUTHORIZATION OF BILL HUEY & ASSOCIATES IS FORBIDDEN.
5" / 12" P-209

0' - 3 1/2"
W-202
D-215
W-205
Laundry

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

7' - 0"

3' - 6"
1
______ F-209 1
______
D-216
3 1/2" / 12"
6" / 12"

_ A403
A302 _ A403
A302

24' - 8"
0' - 3 1/2"
3" / 12"

W/D
W-206 A-201 SEAL:
A-202
W-201

11' - 10"
Bedroom 4
SOUTH C
3' - 6"

F-210
3 1/2" / 12" 6" / 12" 6" / 12" OF AR
P-212

TE

OL
P-210 P-211 BILL HUEY &

STA

I NA
0' - 3 1/2" 0' - 3 1/2" 0' - 5 1/2" ASSOC., INC.

11' - 6"
5' - 5 1/2" 5' - 0" 3' - 7" 10' - 0"

REG
Charleston, S.C.
3" / 12"

TS
W-207

6' - 0"
Bath 4

EC
B-95012
6" / 12"

I
D-219
3 1/2" / 12"

S
TE
F-211
6' - 7 1/2"

T I RED
ARCH
D-217 D-218
0' - 5 1/2"

3' - 5 1/2"
0' - 3 1/2"

0' - 5 1/2"
Cl. Cl.
3' - 0"

P-213
SEAL:
3 1/2" / 12"

6" / 12" W-208 W-209 6" / 12"

6" / 12"

D.S.
D.S.

D.S.
8' - 3" 8' - 7" 8' - 3"
0' - 5 1/2" 0' - 5 1/2"

26' - 0" SHEET:

3
______

1 Second Floor Plan

_ A302
A102
A102
1/4" = 1'-0" Square Footage:
Second Floor Notes:
SCALE: 1/4" = 1'-0"
First Floor - 2,442 S.F.
Second Floor - 1,507 S.F. 1. Verify attic access location with General Contractor and Owner during framing. PROJECT NO.: 23002
Total Heated - 3,949 S.F. DATE: 6/10/2024 1:06:25
PM
 REVISIONS

3
______ 2
______ 3
______
_ A302 _ A302 _ A402
DESIGNED BY: B.H.
CHECKED BY: -
D.S. DRAWN BY: N.P.

2' - 0"
PRELIMINARY
D.S.
BID

2' - 0"
PERMIT
D.S.
CONSTRUCTION

11" / 12"
D.S.
D.S.

1' - 0"
5" / 12"
1
2
______ 1
2
______
_ A402
A301 5" / 12" _ A402
A301

D.S.

D.S.
11" / 12" 11" / 12"
D.S.

5" / 12"
4
______ 2' - 0"
_ A301
2' - 0"
D.S.
5" / 12"

11" / 12"
+ASSOCIATES
11" / 12" 5" / 12"

3582 Maybank Highway

11" / 12"
Johns Island, South Carolina 29454

Phone: 843.805.6700
5" / 12"
2
______ 2
______
_ A301 _ A301

2' - 0"
D.S. 200 High Dunes Lane
D.S. Kiawah Island, SC
D.S. 3
D.S. ______
D.S. _ A301
2' - 0"

11" / 12" 11" / 12"

2' - 0"

3 1/2" / 12"

ALL DRAWINGS PROPERTY OF BILL HUEY & ASSOCIATES, INC. ANY REPRODUCTION, DUPLICATION, OR USE WITHOUT EXPRESS AUTHORIZATION OF BILL HUEY & ASSOCIATES IS FORBIDDEN.
1 5" / 12" 1
______ ______
3 1/2" / 12"
6" / 12"

_ A403
A302 _ A302
A403
3" / 12"

SEAL:

5" / 12" 11" / 12" SOUTH C

3 1/2" / 12" 6" / 12" OF AR

TE

OL
11" / 12"
BILL HUEY &

STA

I NA
ASSOC., INC.

REG
Charleston, S.C.

TS
3" / 12"
6" / 12"

EC
B-95012

I
2' - 0"

S
T I TE
3 1/2" / 12"

RED
ARCH

SEAL:

5" / 12"
5" / 12"
3 1/2" / 12"

2' - 0"
2' - 0"

D.S. 6" / 12" 6" / 12"

D.S.
6" / 12"
2' - 0"

D.S.

3
______ SHEET:
_ A302

1 Roof Plan A103

A103
1/4" = 1'-0"
Roof Notes: SCALE: 1/4" = 1'-0"
1. See roof material options on Elevation sheets. PROJECT NO.: 23002
2. Downspouts should tie into landscape drainage DATE: 6/10/2024 1:06:43
PM
 REVISIONS

DESIGNED BY: B.H.

CHECKED BY: -
DRAWN BY: N.P.

PRELIMINARY
BID
PERMIT
CONSTRUCTION

+ASSOCIATES

3582 Maybank Highway

Johns Island, South Carolina 29454

Phone: 843.805.6700
2 Rear Left View 1 View from Street
A200 A200

200 High Dunes Lane

Kiawah Island, SC

ALL DRAWINGS PROPERTY OF BILL HUEY & ASSOCIATES, INC. ANY REPRODUCTION, DUPLICATION, OR USE WITHOUT EXPRESS AUTHORIZATION OF BILL HUEY & ASSOCIATES IS FORBIDDEN.
SEAL:

SOUTH C
OF AR

TE

OL
BILL HUEY &

STA

I NA
ASSOC., INC.

REG
Charleston, S.C.

TS
EC
B-95012

S I
T I TE
RED
ARCH

SEAL:

SHEET:

A200
3 Rear Right View 4 Rooftop Deck View SCALE:
PROJECT NO.: 23002
A200 A200
DATE: 6/10/2024 1:07:16
PM
General Material Notes:
REVISIONS
1. Roofing - Metal: Standing Seam 0.32 Aluminum roof with Kynar finish installed per 8. Exterior Paneling & Blocking: All paneling to be Versatex sheet goods. Follow Versatex 12a. Garage Doors: See Door Schedule sheet A801. 22. Smart Vents: See Ground Floor Plan for type & locations.
manufacturer's specifications over Grace (or equal) ice and water shield over 3/4" Advantech install manual for all installation details. Paint with a minimum 2 coats best quality exterior
sheathing. See Structural plans for sheathing attachment and thickness specs. Provide latex paint (Benjamin Moore, Sherwin Williams, or equal) to full coverage. If paneling is to be 12b. Exterior Doors: See Door Schedule sheet A801. 23. Decorative Brackets: Painted laminated treated wood. Paint with a minimum 2 coats best
metal drip edge to extend minimum 4" up roof. Provide full side wall and chimney flashing as painted a dark color, use Versatex approved heat reflective paint. Paint to be compatible with quality exterior latex paint (Benjamin Moore, Sherwin Williams, or equal) to full coverage.
required. Verify final material and color selection with Owner by sample and to be approved Versatex specifications. All exterior fasteners to be Stainless Steel unless otherwise noted. 12c. Interior Doors: See Door Schedule sheet A801.
by KIARB. Provide copper flashing and pressure treated wood blocking as required. See Sheet A802 for 24. Structural Foundation: CMU block piers or wall segments bearing on a continuous
Pricing Options. 13. Exterior Windows: See Window Schedule sheet A802. concrete footings. See Structural drawings for reinforcing, sizing, and details as well as soil
2. Roofing Ventilation: At areas without spray foam insulation in roof rafters, install Cora-vent compaction notes. At all piers provide hand access to clear out mortar prior to solid concrete
Soffit Vent (black) and low profile copper vents near porch ridges. 9a. Exterior Wall Shingles: NuCedar 18" Shingles with a 6" exposure and Boston woven 14. Porch Ceiling: Painted 1x4 Vgroove (Front porch and Covered porch) or Stained 1x6 fill.
corners. Install and fasten per manufacturer's specifications. Fasten and Glue every shingle Vgroove (Screened Porch) over pressure treated wood blocking or framing as required.
3. Chimney Pots: Pre-patina copper chimney pots. Install per manufacturer's specifications. over Benjamin Obdyke HydroGap Drainable Housewrap over Perm-A-Barrier Wall Membrane Final finish/color selection by I.D. Front Porch Ceiling to Match vertical siding around door. 25. Exterior Stucco on CMU: Three coat masonry stucco finish over masonry block walls.
over 1/2" Advantech sheathing. See structural plans for sheathing attachment and thickness Finish coat to have entrained color as selected by Owner by sample prior to install. Final color
4. Gutters & Downspouts: Half Round Gutters and 4" Full Round Downspouts. See Gutter specs. Touch up all field cuts with provided NuCedar touch up paint. Final color selection to 15. Rear Porch Columns: 10" x 10" Square Column. Tie downs and attachment per Structural selection to be approved by sample by Owner and KIARB.
and downspout locations on Roof Plan sheet A103. Provide flashed sleeves at all concrete be standard NuCedar color approved by Owner and KIARB. Verify clearance above roof Engineer. DESIGNED BY: B.H.
penetrations. All gutters to tie into Landscape Drainage. Price for full perimeter gutters. surfaces with wall shingle manufacturer. All exterior fasteners to be Stainless Steel unless 26. First & Second Floor Subfloor Structure: 3/4" Advantech subfloor screwed and glued with
Provide cost savings to Owner in locations determined to not need gutters and downspouts otherwise noted. 16. Front Porch Railings: Railing system with aluminum vertical supports with powder coated Advantech adhesive over engineered floor trusses. Size per Structural engineer. See CHECKED BY: -
during the framing stage. finish and powder coated Aluminum Rod. Spacing per code. Flat, Eased Edge, Ipe Handrail. structural plan for spacing and orientation. Provide bridging, blocking, etc, per Structural
9b. Exterior Wall Siding: NuCedar Shiplap with 8" face. Install and fasten per manufacturer's drawings and truss manufacturers specifications. Provide Rockwool sound batt insulation DRAWN BY: N.P.
5. Roofing Insulation: Closed Cell Spray Foam Insulation per REScheck. All sprayfoam to be specifications. Fasten and Glue every shingle over Benjamin Obdyke HydroGap Drainable 17. Rear Porch Railings: Railing system with aluminum vertical supports with powder coated between floors.
AC377 Appendix-X compliant. (Energy One America or Equal). Housewrap over Perm-A-Barrier Wall Membrane over 1/2" Advantech sheathing. See finish. Rails are stainless steel aircraft cable with hidden fasteners. Spacing per code.
structural plans for sheathing attachment and thickness specs. Touch up all field cuts with Aluminum handrail. Use stanchions that slot inside vertical posts when securing railings to 27. First Floor Insulation: Closed Cell Spray Foam Insulation per REScheck. Energy One
6. Exterior Soffit: Painted woven 1x4 vgroove wood over pressure treated wood blocking as provided NuCedar touch up paint. Final color selection to be standard NuCedar color waterproof membrane. America or equal. PRELIMINARY
required. Wood species and finish TBD. All exterior fasteners to be Stainless Steel unless approved by Owner and KIARB. Verify clearance above roof surfaces with wall shingle
otherwise noted. manufacturer. All exterior fasteners to be Stainless Steel unless otherwise noted. 18. Concrete Slab & Soil: See structural drawings and soils report for garage slab thickness 28. Interior Wall Finish: Interior Wall Finish per Finish Schedule and Interior Designer. If BID
and reinforcement requirements. See structural drawings for soil preparation requirements. drywall, drywall shall be 5/8" thick and glued and screwed. Provide blocking and plywood
7. Exterior Trim & Blocking: All trim, including, but not limited to, window, door, fascia, exterior 10a. Exterior Decking / Flooring - Wood: Timbertech Composite decking. See sections for Install a minimum 6 mil vapor barrier below all cast slabs on grade. substrate as necessary. See Room Finish Schedule Sheet A901. PERMIT
mouldings, and water tables to be Versatex. Follow Versatex install manual for all installation sleeper system and waterproofing specifications. All exterior decks will have sleeper systems
details. Paint with a minimum 2 coats best quality exterior latex paint (Benjamin Moore, and waterproofing below the traffic surface unless otherwise noted. Allow for soldered copper 19. Termite Control: Provide full termite treatment in all areas below house. Poison the soil 29. Interior Trim: See Trim Legend and Room Finish Schedule sheet A901, and Interior CONSTRUCTION
Sherwin Williams, or equal) to full coverage. If paneling is to be painted a dark color, use pans as the waterproofing system. All Eased Edge, gapped, drain through decking to have prior to construction. Provide bond to Owner that is renewable at Owner's option. Elevations for Interior Trim selection.
Versatex approved heat reflective paint. Paint to be compatible with Versatex specifications. Fortiflash Joist Guard butyl tape at top of all deck joists, sleepers, and beams. Provide cost
All exterior fasteners to be Stainless Steel unless otherwise noted. Provide copper flashing option for Masterseal TC 225 Polyurethane waterproofing in lieu of copper pans. See Options 20. Ground Floor Enclosure Lattice Panels: Versatex (wood foil finish) Louvers over P.T. 2x4 30. Interior Wall Soundproofing: Provide Rockwool sound batt insulation between all interior
and pressure treated wood blocking as required. schedule. frame. Use stainless steel fasteners. See Ground Floor Panel detail. walls (unless noted otherwise).

10b. Exterior Stairs - Wood: Timbertech Composite decking over Ground Contact P.T. Wood 21. Grading: Slope all grades away from house. Grading and drainage plan per Landscape 31. Interior Ceiling & Framing: 5/8" thick drywall ceilings throughout unless otherwise noted
framing. Architect. on finish schedule. Ceiling framing per Structural Engineer. Provide Rockwool sound batt
insulation between floors and between 3rd floor and Attic space. (unless noted otherwise).
11. Exterior Wall Framing & Insulation: See Structural drawings for size & spacing of all
structural members. Provide spray foam insulation in all exterior walls per REScheck. Seal all 32. Ground Floor Interior Wall Finish: Painted CMU Block throughout. See Finish Schedule
joints between exterior sheathing and stud walls with spray foam to create a continuous Air sheet A901.
Barrier. All sprayfoam to be AC377 Appendix-X compliant. (Energy One America or equal).
Forticel Platinum Mold Protection by Energy One America or equal. 33. Finished Floor: Floor Finish Per Owner or I.D. See Finish Schedule sheet A901.

Height Restriction
54' - 0"
3. Chimney Pots

+ASSOCIATES

3582 Maybank Highway

Johns Island, South Carolina 29454

Phone: 843.805.6700

11" / 12"

11" / 12"
11" / 12"
1. Roofing - Metal
200 High Dunes Lane

5" / 12"
5" / 12"
5" / 12"
Second Floor Ceiling Kiawah Island, SC
38' - 4"
6. Exterior Soffit

ALL DRAWINGS PROPERTY OF BILL HUEY & ASSOCIATES, INC. ANY REPRODUCTION, DUPLICATION, OR USE WITHOUT EXPRESS AUTHORIZATION OF BILL HUEY & ASSOCIATES IS FORBIDDEN.
9' - 1 1/2"

40' - 0"
23. Decorative Brackets

9b. Exterior Wall Siding

2' - 0 3/4"
Second Floor
Subfloor
29' - 2 1/2"
13. Exterior Windows
SEAL:
First Floor Ceiling
4. Gutters & Downspouts Plate
27' - 1 3/4" SOUTH C
OF AR

TE

OL
7. Exterior Trim & Blocking BILL HUEY &

STA

I NA
ASSOC., INC.
14. Porch Ceiling

REG
Charleston, S.C.

TS
10' - 1 1/2"

EC
B-95012

S I
T TE
12b. Exterior Doors I RED
ARCH

9a. Exterior Wall Shingles

First Floor Subfloor SEAL:

0' - 1 1/2"
1' - 4 3/4"
9b. Exterior Wall Siding 17' - 0 1/4"
Bottom of First Floor
15' - 7 1/2"
Rain Chain
Top of Block
Sapele Mahogany Brackets at Entry Porch
15' - 6"
BBHE 14'
10b. Exterior Stairs - Wood
14' - 0"
3"

8' - 0"
Freeboard +1
3' -

16. Front Porch Railings 11' - 0"

R=

25. Exterior Stucco on CMU

AE 10'
10' - 0"
2' - 4"

12a. Garage Doors

Ground Floor
7' - 6" SHEET:
21. Grading
Grade
7' - 2"
A201
SCALE: 1/4" = 1'-0"
PROJECT NO.: 23002
1 Front Elevation DATE: 6/10/2024 1:07:51
A201 PM
1/4" = 1'-0"
 General Material Notes:
REVISIONS
1. Roofing - Metal: Standing Seam 0.32 Aluminum roof with Kynar finish installed per 8. Exterior Paneling & Blocking: All paneling to be Versatex sheet goods. Follow Versatex 12a. Garage Doors: See Door Schedule sheet A801. 22. Smart Vents: See Ground Floor Plan for type & locations.
manufacturer's specifications over Grace (or equal) ice and water shield over 3/4" Advantech install manual for all installation details. Paint with a minimum 2 coats best quality exterior
sheathing. See Structural plans for sheathing attachment and thickness specs. Provide latex paint (Benjamin Moore, Sherwin Williams, or equal) to full coverage. If paneling is to be 12b. Exterior Doors: See Door Schedule sheet A801. 23. Decorative Brackets: Painted laminated treated wood. Paint with a minimum 2 coats best
metal drip edge to extend minimum 4" up roof. Provide full side wall and chimney flashing as painted a dark color, use Versatex approved heat reflective paint. Paint to be compatible with quality exterior latex paint (Benjamin Moore, Sherwin Williams, or equal) to full coverage.
required. Verify final material and color selection with Owner by sample and to be approved Versatex specifications. All exterior fasteners to be Stainless Steel unless otherwise noted. 12c. Interior Doors: See Door Schedule sheet A801.
by KIARB. Provide copper flashing and pressure treated wood blocking as required. See Sheet A802 for 24. Structural Foundation: CMU block piers or wall segments bearing on a continuous
Pricing Options. 13. Exterior Windows: See Window Schedule sheet A802. concrete footings. See Structural drawings for reinforcing, sizing, and details as well as soil
2. Roofing Ventilation: At areas without spray foam insulation in roof rafters, install Cora-vent compaction notes. At all piers provide hand access to clear out mortar prior to solid concrete
Soffit Vent (black) and low profile copper vents near porch ridges. 9a. Exterior Wall Shingles: NuCedar 18" Shingles with a 6" exposure and Boston woven 14. Porch Ceiling: Painted 1x4 Vgroove (Front porch and Covered porch) or Stained 1x6 fill.
corners. Install and fasten per manufacturer's specifications. Fasten and Glue every shingle Vgroove (Screened Porch) over pressure treated wood blocking or framing as required.
3. Chimney Pots: Pre-patina copper chimney pots. Install per manufacturer's specifications. over Benjamin Obdyke HydroGap Drainable Housewrap over Perm-A-Barrier Wall Membrane Final finish/color selection by I.D. Front Porch Ceiling to Match vertical siding around door. 25. Exterior Stucco on CMU: Three coat masonry stucco finish over masonry block walls.
over 1/2" Advantech sheathing. See structural plans for sheathing attachment and thickness Finish coat to have entrained color as selected by Owner by sample prior to install. Final color
4. Gutters & Downspouts: Half Round Gutters and 4" Full Round Downspouts. See Gutter specs. Touch up all field cuts with provided NuCedar touch up paint. Final color selection to 15. Rear Porch Columns: 10" x 10" Square Column. Tie downs and attachment per Structural selection to be approved by sample by Owner and KIARB.
and downspout locations on Roof Plan sheet A103. Provide flashed sleeves at all concrete be standard NuCedar color approved by Owner and KIARB. Verify clearance above roof Engineer. DESIGNED BY: B.H.
penetrations. All gutters to tie into Landscape Drainage. Price for full perimeter gutters. surfaces with wall shingle manufacturer. All exterior fasteners to be Stainless Steel unless 26. First & Second Floor Subfloor Structure: 3/4" Advantech subfloor screwed and glued with
Provide cost savings to Owner in locations determined to not need gutters and downspouts otherwise noted. 16. Front Porch Railings: Railing system with aluminum vertical supports with powder coated Advantech adhesive over engineered floor trusses. Size per Structural engineer. See CHECKED BY: -
during the framing stage. finish and powder coated Aluminum Rod. Spacing per code. Flat, Eased Edge, Ipe Handrail. structural plan for spacing and orientation. Provide bridging, blocking, etc, per Structural
9b. Exterior Wall Siding: NuCedar Shiplap with 8" face. Install and fasten per manufacturer's drawings and truss manufacturers specifications. Provide Rockwool sound batt insulation DRAWN BY: N.P.
5. Roofing Insulation: Closed Cell Spray Foam Insulation per REScheck. All sprayfoam to be specifications. Fasten and Glue every shingle over Benjamin Obdyke HydroGap Drainable 17. Rear Porch Railings: Railing system with aluminum vertical supports with powder coated between floors.
AC377 Appendix-X compliant. (Energy One America or Equal). Housewrap over Perm-A-Barrier Wall Membrane over 1/2" Advantech sheathing. See finish. Rails are stainless steel aircraft cable with hidden fasteners. Spacing per code.
structural plans for sheathing attachment and thickness specs. Touch up all field cuts with Aluminum handrail. Use stanchions that slot inside vertical posts when securing railings to 27. First Floor Insulation: Closed Cell Spray Foam Insulation per REScheck. Energy One
6. Exterior Soffit: Painted woven 1x4 vgroove wood over pressure treated wood blocking as provided NuCedar touch up paint. Final color selection to be standard NuCedar color waterproof membrane. America or equal. PRELIMINARY
required. Wood species and finish TBD. All exterior fasteners to be Stainless Steel unless approved by Owner and KIARB. Verify clearance above roof surfaces with wall shingle
otherwise noted. manufacturer. All exterior fasteners to be Stainless Steel unless otherwise noted. 18. Concrete Slab & Soil: See structural drawings and soils report for garage slab thickness 28. Interior Wall Finish: Interior Wall Finish per Finish Schedule and Interior Designer. If BID
and reinforcement requirements. See structural drawings for soil preparation requirements. drywall, drywall shall be 5/8" thick and glued and screwed. Provide blocking and plywood
7. Exterior Trim & Blocking: All trim, including, but not limited to, window, door, fascia, exterior 10a. Exterior Decking / Flooring - Wood: Timbertech Composite decking. See sections for Install a minimum 6 mil vapor barrier below all cast slabs on grade. substrate as necessary. See Room Finish Schedule Sheet A901. PERMIT
mouldings, and water tables to be Versatex. Follow Versatex install manual for all installation sleeper system and waterproofing specifications. All exterior decks will have sleeper systems
details. Paint with a minimum 2 coats best quality exterior latex paint (Benjamin Moore, and waterproofing below the traffic surface unless otherwise noted. Allow for soldered copper 19. Termite Control: Provide full termite treatment in all areas below house. Poison the soil 29. Interior Trim: See Trim Legend and Room Finish Schedule sheet A901, and Interior CONSTRUCTION
Sherwin Williams, or equal) to full coverage. If paneling is to be painted a dark color, use pans as the waterproofing system. All Eased Edge, gapped, drain through decking to have prior to construction. Provide bond to Owner that is renewable at Owner's option. Elevations for Interior Trim selection.
Versatex approved heat reflective paint. Paint to be compatible with Versatex specifications. Fortiflash Joist Guard butyl tape at top of all deck joists, sleepers, and beams. Provide cost
All exterior fasteners to be Stainless Steel unless otherwise noted. Provide copper flashing option for Masterseal TC 225 Polyurethane waterproofing in lieu of copper pans. See Options 20. Ground Floor Enclosure Lattice Panels: Versatex (wood foil finish) Louvers over P.T. 2x4 30. Interior Wall Soundproofing: Provide Rockwool sound batt insulation between all interior
and pressure treated wood blocking as required. schedule. frame. Use stainless steel fasteners. See Ground Floor Panel detail. walls (unless noted otherwise).

10b. Exterior Stairs - Wood: Timbertech Composite decking over Ground Contact P.T. Wood 21. Grading: Slope all grades away from house. Grading and drainage plan per Landscape 31. Interior Ceiling & Framing: 5/8" thick drywall ceilings throughout unless otherwise noted
framing. Architect. on finish schedule. Ceiling framing per Structural Engineer. Provide Rockwool sound batt
insulation between floors and between 3rd floor and Attic space. (unless noted otherwise).
11. Exterior Wall Framing & Insulation: See Structural drawings for size & spacing of all
structural members. Provide spray foam insulation in all exterior walls per REScheck. Seal all 32. Ground Floor Interior Wall Finish: Painted CMU Block throughout. See Finish Schedule
joints between exterior sheathing and stud walls with spray foam to create a continuous Air sheet A901.
Barrier. All sprayfoam to be AC377 Appendix-X compliant. (Energy One America or equal).
Forticel Platinum Mold Protection by Energy One America or equal. 33. Finished Floor: Floor Finish Per Owner or I.D. See Finish Schedule sheet A901.

Height Restriction
54' - 0"

+ASSOCIATES

3582 Maybank Highway

Johns Island, South Carolina 29454

Phone: 843.805.6700

11" / 12"

11" / 12"
200 High Dunes Lane

5" / 12"
Second Floor Ceiling Kiawah Island, SC
38' - 4"

ALL DRAWINGS PROPERTY OF BILL HUEY & ASSOCIATES, INC. ANY REPRODUCTION, DUPLICATION, OR USE WITHOUT EXPRESS AUTHORIZATION OF BILL HUEY & ASSOCIATES IS FORBIDDEN.
9' - 1 1/2"

Second Floor
2' - 0 3/4"

Subfloor

6" / 12"
29' - 2 1/2"

3 1/2" / 12"

3" / 12"
First Floor Ceiling SEAL:
Plate
27' - 1 3/4"
SOUTH C
OF AR

TE

OL
BILL HUEY &

STA

I NA
ASSOC., INC.
10' - 1 1/2"

REG
Charleston, S.C.

TS
EC
B-95012

S I
T I TE
RED
ARCH

First Floor Subfloor

1' - 4 3/4"
0' - 1 1/2"

17' - 0 1/4" SEAL:

Bottom of First Floor
15' - 7 1/2"
Top of Block
15' - 6"
BBHE 14'
14' - 0"
8' - 0"

Freeboard +1
11' - 0"
AE 10'
10' - 0"

Ground Floor
7' - 6" SHEET:
Grade
7' - 2"
A202
SCALE: 1/4" = 1'-0"
PROJECT NO.: 23002
1 Right Elevation DATE: 6/10/2024 1:08:47
A202 PM
1/4" = 1'-0"
 General Material Notes:
REVISIONS
1. Roofing - Metal: Standing Seam 0.32 Aluminum roof with Kynar finish installed per 8. Exterior Paneling & Blocking: All paneling to be Versatex sheet goods. Follow Versatex 12a. Garage Doors: See Door Schedule sheet A801. 22. Smart Vents: See Ground Floor Plan for type & locations.
manufacturer's specifications over Grace (or equal) ice and water shield over 3/4" Advantech install manual for all installation details. Paint with a minimum 2 coats best quality exterior
sheathing. See Structural plans for sheathing attachment and thickness specs. Provide latex paint (Benjamin Moore, Sherwin Williams, or equal) to full coverage. If paneling is to be 12b. Exterior Doors: See Door Schedule sheet A801. 23. Decorative Brackets: Painted laminated treated wood. Paint with a minimum 2 coats best
metal drip edge to extend minimum 4" up roof. Provide full side wall and chimney flashing as painted a dark color, use Versatex approved heat reflective paint. Paint to be compatible with quality exterior latex paint (Benjamin Moore, Sherwin Williams, or equal) to full coverage.
required. Verify final material and color selection with Owner by sample and to be approved Versatex specifications. All exterior fasteners to be Stainless Steel unless otherwise noted. 12c. Interior Doors: See Door Schedule sheet A801.
by KIARB. Provide copper flashing and pressure treated wood blocking as required. See Sheet A802 for 24. Structural Foundation: CMU block piers or wall segments bearing on a continuous
Pricing Options. 13. Exterior Windows: See Window Schedule sheet A802. concrete footings. See Structural drawings for reinforcing, sizing, and details as well as soil
2. Roofing Ventilation: At areas without spray foam insulation in roof rafters, install Cora-vent compaction notes. At all piers provide hand access to clear out mortar prior to solid concrete
Soffit Vent (black) and low profile copper vents near porch ridges. 9a. Exterior Wall Shingles: NuCedar 18" Shingles with a 6" exposure and Boston woven 14. Porch Ceiling: Painted 1x4 Vgroove (Front porch and Covered porch) or Stained 1x6 fill.
corners. Install and fasten per manufacturer's specifications. Fasten and Glue every shingle Vgroove (Screened Porch) over pressure treated wood blocking or framing as required.
3. Chimney Pots: Pre-patina copper chimney pots. Install per manufacturer's specifications. over Benjamin Obdyke HydroGap Drainable Housewrap over Perm-A-Barrier Wall Membrane Final finish/color selection by I.D. Front Porch Ceiling to Match vertical siding around door. 25. Exterior Stucco on CMU: Three coat masonry stucco finish over masonry block walls.
over 1/2" Advantech sheathing. See structural plans for sheathing attachment and thickness Finish coat to have entrained color as selected by Owner by sample prior to install. Final color
4. Gutters & Downspouts: Half Round Gutters and 4" Full Round Downspouts. See Gutter specs. Touch up all field cuts with provided NuCedar touch up paint. Final color selection to 15. Rear Porch Columns: 10" x 10" Square Column. Tie downs and attachment per Structural selection to be approved by sample by Owner and KIARB.
and downspout locations on Roof Plan sheet A103. Provide flashed sleeves at all concrete be standard NuCedar color approved by Owner and KIARB. Verify clearance above roof Engineer. DESIGNED BY: B.H.
penetrations. All gutters to tie into Landscape Drainage. Price for full perimeter gutters. surfaces with wall shingle manufacturer. All exterior fasteners to be Stainless Steel unless 26. First & Second Floor Subfloor Structure: 3/4" Advantech subfloor screwed and glued with
Provide cost savings to Owner in locations determined to not need gutters and downspouts otherwise noted. 16. Front Porch Railings: Railing system with aluminum vertical supports with powder coated Advantech adhesive over engineered floor trusses. Size per Structural engineer. See CHECKED BY: -
during the framing stage. finish and powder coated Aluminum Rod. Spacing per code. Flat, Eased Edge, Ipe Handrail. structural plan for spacing and orientation. Provide bridging, blocking, etc, per Structural
9b. Exterior Wall Siding: NuCedar Shiplap with 8" face. Install and fasten per manufacturer's drawings and truss manufacturers specifications. Provide Rockwool sound batt insulation DRAWN BY: N.P.
5. Roofing Insulation: Closed Cell Spray Foam Insulation per REScheck. All sprayfoam to be specifications. Fasten and Glue every shingle over Benjamin Obdyke HydroGap Drainable 17. Rear Porch Railings: Railing system with aluminum vertical supports with powder coated between floors.
AC377 Appendix-X compliant. (Energy One America or Equal). Housewrap over Perm-A-Barrier Wall Membrane over 1/2" Advantech sheathing. See finish. Rails are stainless steel aircraft cable with hidden fasteners. Spacing per code.
structural plans for sheathing attachment and thickness specs. Touch up all field cuts with Aluminum handrail. Use stanchions that slot inside vertical posts when securing railings to 27. First Floor Insulation: Closed Cell Spray Foam Insulation per REScheck. Energy One
6. Exterior Soffit: Painted woven 1x4 vgroove wood over pressure treated wood blocking as provided NuCedar touch up paint. Final color selection to be standard NuCedar color waterproof membrane. America or equal. PRELIMINARY
required. Wood species and finish TBD. All exterior fasteners to be Stainless Steel unless approved by Owner and KIARB. Verify clearance above roof surfaces with wall shingle
otherwise noted. manufacturer. All exterior fasteners to be Stainless Steel unless otherwise noted. 18. Concrete Slab & Soil: See structural drawings and soils report for garage slab thickness 28. Interior Wall Finish: Interior Wall Finish per Finish Schedule and Interior Designer. If BID
and reinforcement requirements. See structural drawings for soil preparation requirements. drywall, drywall shall be 5/8" thick and glued and screwed. Provide blocking and plywood
7. Exterior Trim & Blocking: All trim, including, but not limited to, window, door, fascia, exterior 10a. Exterior Decking / Flooring - Wood: Timbertech Composite decking. See sections for Install a minimum 6 mil vapor barrier below all cast slabs on grade. substrate as necessary. See Room Finish Schedule Sheet A901. PERMIT
mouldings, and water tables to be Versatex. Follow Versatex install manual for all installation sleeper system and waterproofing specifications. All exterior decks will have sleeper systems
details. Paint with a minimum 2 coats best quality exterior latex paint (Benjamin Moore, and waterproofing below the traffic surface unless otherwise noted. Allow for soldered copper 19. Termite Control: Provide full termite treatment in all areas below house. Poison the soil 29. Interior Trim: See Trim Legend and Room Finish Schedule sheet A901, and Interior CONSTRUCTION
Sherwin Williams, or equal) to full coverage. If paneling is to be painted a dark color, use pans as the waterproofing system. All Eased Edge, gapped, drain through decking to have prior to construction. Provide bond to Owner that is renewable at Owner's option. Elevations for Interior Trim selection.
Versatex approved heat reflective paint. Paint to be compatible with Versatex specifications. Fortiflash Joist Guard butyl tape at top of all deck joists, sleepers, and beams. Provide cost
All exterior fasteners to be Stainless Steel unless otherwise noted. Provide copper flashing option for Masterseal TC 225 Polyurethane waterproofing in lieu of copper pans. See Options 20. Ground Floor Enclosure Lattice Panels: Versatex (wood foil finish) Louvers over P.T. 2x4 30. Interior Wall Soundproofing: Provide Rockwool sound batt insulation between all interior
and pressure treated wood blocking as required. schedule. frame. Use stainless steel fasteners. See Ground Floor Panel detail. walls (unless noted otherwise).

10b. Exterior Stairs - Wood: Timbertech Composite decking over Ground Contact P.T. Wood 21. Grading: Slope all grades away from house. Grading and drainage plan per Landscape 31. Interior Ceiling & Framing: 5/8" thick drywall ceilings throughout unless otherwise noted
framing. Architect. on finish schedule. Ceiling framing per Structural Engineer. Provide Rockwool sound batt
insulation between floors and between 3rd floor and Attic space. (unless noted otherwise).
11. Exterior Wall Framing & Insulation: See Structural drawings for size & spacing of all
structural members. Provide spray foam insulation in all exterior walls per REScheck. Seal all 32. Ground Floor Interior Wall Finish: Painted CMU Block throughout. See Finish Schedule
joints between exterior sheathing and stud walls with spray foam to create a continuous Air sheet A901.
Barrier. All sprayfoam to be AC377 Appendix-X compliant. (Energy One America or equal).
Forticel Platinum Mold Protection by Energy One America or equal. 33. Finished Floor: Floor Finish Per Owner or I.D. See Finish Schedule sheet A901.

Height Restriction
54' - 0"
3. Chimney Pots

+ASSOCIATES

3582 Maybank Highway

Johns Island, South Carolina 29454

Phone: 843.805.6700

11" / 12"
1. Roofing - Metal

200 High Dunes Lane

5" / 12"
5" / 12"

5" / 12"
Second Floor Ceiling
38' - 4" Kiawah Island, SC

4. Gutters & Downspouts

9' - 1 1/2"

ALL DRAWINGS PROPERTY OF BILL HUEY & ASSOCIATES, INC. ANY REPRODUCTION, DUPLICATION, OR USE WITHOUT EXPRESS AUTHORIZATION OF BILL HUEY & ASSOCIATES IS FORBIDDEN.
40' - 0"
23. Decorative Brackets

9b. Exterior Wall Siding

Second Floor

2' - 0 3/4"
Subfloor

6" / 12"
29' - 2 1/2"
17. Rear Porch Railings
5" / 12"

First Floor Ceiling SEAL:

Plate
27' - 1 3/4"
SOUTH C
6. Exterior Soffit OF AR

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7. Exterior Trim & Blocking ASSOC., INC.

10' - 1 1/2"

REG
Charleston, S.C.

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12b. Exterior Doors

EC
B-95012

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9a. Exterior Wall Shingles

First Floor Subfloor

0' - 1 1/2"
1' - 4 3/4"
15. Porch Columns
17' - 0 1/4" SEAL:
Bottom of First Floor
15' - 7 1/2"
Top of Block
15' - 6"
BBHE 14'
20. Ground Floor Enclosure Lattice Panels
14' - 0"

8' - 0"
10b. Exterior Stairs - Wood Freeboard +1
11' - 0"
12a. Garage Doors
AE 10'
10' - 0"
25. Exterior Stucco on CMU
Ground Floor
7' - 6"
SHEET:
21. Grading Grade
7' - 2"
A203
SCALE: 1/4" = 1'-0"
PROJECT NO.: 23002
1 Rear Elevation DATE: 6/10/2024 1:09:08
A203 PM
1/4" = 1'-0"
 General Material Notes:
REVISIONS
1. Roofing - Metal: Standing Seam 0.32 Aluminum roof with Kynar finish installed per 8. Exterior Paneling & Blocking: All paneling to be Versatex sheet goods. Follow Versatex 12a. Garage Doors: See Door Schedule sheet A801. 22. Smart Vents: See Ground Floor Plan for type & locations.
manufacturer's specifications over Grace (or equal) ice and water shield over 3/4" Advantech install manual for all installation details. Paint with a minimum 2 coats best quality exterior
sheathing. See Structural plans for sheathing attachment and thickness specs. Provide latex paint (Benjamin Moore, Sherwin Williams, or equal) to full coverage. If paneling is to be 12b. Exterior Doors: See Door Schedule sheet A801. 23. Decorative Brackets: Painted laminated treated wood. Paint with a minimum 2 coats best
metal drip edge to extend minimum 4" up roof. Provide full side wall and chimney flashing as painted a dark color, use Versatex approved heat reflective paint. Paint to be compatible with quality exterior latex paint (Benjamin Moore, Sherwin Williams, or equal) to full coverage.
required. Verify final material and color selection with Owner by sample and to be approved Versatex specifications. All exterior fasteners to be Stainless Steel unless otherwise noted. 12c. Interior Doors: See Door Schedule sheet A801.
by KIARB. Provide copper flashing and pressure treated wood blocking as required. See Sheet A802 for 24. Structural Foundation: CMU block piers or wall segments bearing on a continuous
Pricing Options. 13. Exterior Windows: See Window Schedule sheet A802. concrete footings. See Structural drawings for reinforcing, sizing, and details as well as soil
2. Roofing Ventilation: At areas without spray foam insulation in roof rafters, install Cora-vent compaction notes. At all piers provide hand access to clear out mortar prior to solid concrete
Soffit Vent (black) and low profile copper vents near porch ridges. 9a. Exterior Wall Shingles: NuCedar 18" Shingles with a 6" exposure and Boston woven 14. Porch Ceiling: Painted 1x4 Vgroove (Front porch and Covered porch) or Stained 1x6 fill.
corners. Install and fasten per manufacturer's specifications. Fasten and Glue every shingle Vgroove (Screened Porch) over pressure treated wood blocking or framing as required.
3. Chimney Pots: Pre-patina copper chimney pots. Install per manufacturer's specifications. over Benjamin Obdyke HydroGap Drainable Housewrap over Perm-A-Barrier Wall Membrane Final finish/color selection by I.D. Front Porch Ceiling to Match vertical siding around door. 25. Exterior Stucco on CMU: Three coat masonry stucco finish over masonry block walls.
over 1/2" Advantech sheathing. See structural plans for sheathing attachment and thickness Finish coat to have entrained color as selected by Owner by sample prior to install. Final color
4. Gutters & Downspouts: Half Round Gutters and 4" Full Round Downspouts. See Gutter specs. Touch up all field cuts with provided NuCedar touch up paint. Final color selection to 15. Rear Porch Columns: 10" x 10" Square Column. Tie downs and attachment per Structural selection to be approved by sample by Owner and KIARB.
and downspout locations on Roof Plan sheet A103. Provide flashed sleeves at all concrete be standard NuCedar color approved by Owner and KIARB. Verify clearance above roof Engineer. DESIGNED BY: B.H.
penetrations. All gutters to tie into Landscape Drainage. Price for full perimeter gutters. surfaces with wall shingle manufacturer. All exterior fasteners to be Stainless Steel unless 26. First & Second Floor Subfloor Structure: 3/4" Advantech subfloor screwed and glued with
Provide cost savings to Owner in locations determined to not need gutters and downspouts otherwise noted. 16. Front Porch Railings: Railing system with aluminum vertical supports with powder coated Advantech adhesive over engineered floor trusses. Size per Structural engineer. See CHECKED BY: -
during the framing stage. finish and powder coated Aluminum Rod. Spacing per code. Flat, Eased Edge, Ipe Handrail. structural plan for spacing and orientation. Provide bridging, blocking, etc, per Structural
9b. Exterior Wall Siding: NuCedar Shiplap with 8" face. Install and fasten per manufacturer's drawings and truss manufacturers specifications. Provide Rockwool sound batt insulation DRAWN BY: N.P.
5. Roofing Insulation: Closed Cell Spray Foam Insulation per REScheck. All sprayfoam to be specifications. Fasten and Glue every shingle over Benjamin Obdyke HydroGap Drainable 17. Rear Porch Railings: Railing system with aluminum vertical supports with powder coated between floors.
AC377 Appendix-X compliant. (Energy One America or Equal). Housewrap over Perm-A-Barrier Wall Membrane over 1/2" Advantech sheathing. See finish. Rails are stainless steel aircraft cable with hidden fasteners. Spacing per code.
structural plans for sheathing attachment and thickness specs. Touch up all field cuts with Aluminum handrail. Use stanchions that slot inside vertical posts when securing railings to 27. First Floor Insulation: Closed Cell Spray Foam Insulation per REScheck. Energy One
6. Exterior Soffit: Painted woven 1x4 vgroove wood over pressure treated wood blocking as provided NuCedar touch up paint. Final color selection to be standard NuCedar color waterproof membrane. America or equal. PRELIMINARY
required. Wood species and finish TBD. All exterior fasteners to be Stainless Steel unless approved by Owner and KIARB. Verify clearance above roof surfaces with wall shingle
otherwise noted. manufacturer. All exterior fasteners to be Stainless Steel unless otherwise noted. 18. Concrete Slab & Soil: See structural drawings and soils report for garage slab thickness 28. Interior Wall Finish: Interior Wall Finish per Finish Schedule and Interior Designer. If BID
and reinforcement requirements. See structural drawings for soil preparation requirements. drywall, drywall shall be 5/8" thick and glued and screwed. Provide blocking and plywood
7. Exterior Trim & Blocking: All trim, including, but not limited to, window, door, fascia, exterior 10a. Exterior Decking / Flooring - Wood: Timbertech Composite decking. See sections for Install a minimum 6 mil vapor barrier below all cast slabs on grade. substrate as necessary. See Room Finish Schedule Sheet A901. PERMIT
mouldings, and water tables to be Versatex. Follow Versatex install manual for all installation sleeper system and waterproofing specifications. All exterior decks will have sleeper systems
details. Paint with a minimum 2 coats best quality exterior latex paint (Benjamin Moore, and waterproofing below the traffic surface unless otherwise noted. Allow for soldered copper 19. Termite Control: Provide full termite treatment in all areas below house. Poison the soil 29. Interior Trim: See Trim Legend and Room Finish Schedule sheet A901, and Interior CONSTRUCTION
Sherwin Williams, or equal) to full coverage. If paneling is to be painted a dark color, use pans as the waterproofing system. All Eased Edge, gapped, drain through decking to have prior to construction. Provide bond to Owner that is renewable at Owner's option. Elevations for Interior Trim selection.
Versatex approved heat reflective paint. Paint to be compatible with Versatex specifications. Fortiflash Joist Guard butyl tape at top of all deck joists, sleepers, and beams. Provide cost
All exterior fasteners to be Stainless Steel unless otherwise noted. Provide copper flashing option for Masterseal TC 225 Polyurethane waterproofing in lieu of copper pans. See Options 20. Ground Floor Enclosure Lattice Panels: Versatex (wood foil finish) Louvers over P.T. 2x4 30. Interior Wall Soundproofing: Provide Rockwool sound batt insulation between all interior
and pressure treated wood blocking as required. schedule. frame. Use stainless steel fasteners. See Ground Floor Panel detail. walls (unless noted otherwise).

10b. Exterior Stairs - Wood: Timbertech Composite decking over Ground Contact P.T. Wood 21. Grading: Slope all grades away from house. Grading and drainage plan per Landscape 31. Interior Ceiling & Framing: 5/8" thick drywall ceilings throughout unless otherwise noted
framing. Architect. on finish schedule. Ceiling framing per Structural Engineer. Provide Rockwool sound batt
insulation between floors and between 3rd floor and Attic space. (unless noted otherwise).
11. Exterior Wall Framing & Insulation: See Structural drawings for size & spacing of all
structural members. Provide spray foam insulation in all exterior walls per REScheck. Seal all 32. Ground Floor Interior Wall Finish: Painted CMU Block throughout. See Finish Schedule
joints between exterior sheathing and stud walls with spray foam to create a continuous Air sheet A901.
Barrier. All sprayfoam to be AC377 Appendix-X compliant. (Energy One America or equal).
Forticel Platinum Mold Protection by Energy One America or equal. 33. Finished Floor: Floor Finish Per Owner or I.D. See Finish Schedule sheet A901.

Height Restriction
54' - 0"

+ASSOCIATES

3582 Maybank Highway

Johns Island, South Carolina 29454

Phone: 843.805.6700

11" / 12"

11" / 12"
200 High Dunes Lane

5" / 12"

5" / 12"
Second Floor Ceiling Kiawah Island, SC
38' - 4"

ALL DRAWINGS PROPERTY OF BILL HUEY & ASSOCIATES, INC. ANY REPRODUCTION, DUPLICATION, OR USE WITHOUT EXPRESS AUTHORIZATION OF BILL HUEY & ASSOCIATES IS FORBIDDEN.
9' - 1 1/2"

40' - 0"
Second Floor

2' - 0 3/4"
Subfloor
6" / 12"

29' - 2 1/2"
3 1/2" / 12"
3" / 12"

6" / 12"
First Floor Ceiling SEAL:
Plate
27' - 1 3/4"
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OF AR

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BILL HUEY &

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Sapele Mahogany Brackets at Entry Porch

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ASSOC., INC.

10' - 1 1/2"

REG
Charleston, S.C.

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EC
B-95012

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First Floor Subfloor

0' - 1 1/2"
1' - 4 3/4"
17' - 0 1/4" SEAL:
Bottom of First Floor
15' - 7 1/2"
Top of Block
15' - 6"
BBHE 14'
14' - 0"

8' - 0"
Freeboard +1
11' - 0"

AE 10'
10' - 0"

Ground Floor
7' - 6" SHEET:
Grade
7' - 2"
A204
SCALE: 1/4" = 1'-0"
PROJECT NO.: 23002
1 Left Elevation DATE: 6/10/2024 1:09:37
A204 PM
1/4" = 1'-0"
 2"
/3
17
REVISIONS

-3
0'
Second Floor Ceiling
38' - 4"
Sim
1
Sim A402
2

9' - 1 1/2"
8' - 9 1/8"
A402
Bedroom 2 Front Deck
F-201 F-203
Second Floor DESIGNED BY: B.H.

2' - 0 3/4"

2' - 0 3/4"
Subfloor CHECKED BY: -
29' - 2 1/2" DRAWN BY: N.P.

First Floor Ceiling PRELIMINARY

Plate BID
27' - 1 3/4"
PERMIT
CONSTRUCTION

10' - 1 1/2"

10' - 1 1/2"
M. Bedroom
F-111 M. Bath
F-114
First Floor Subfloor

0' - 1 1/2"
1' - 4 3/4"
0' - 1 1/2"
1' - 4 3/4"
17' - 0 1/4"
Bottom of First Floor
15' - 7 1/2"
Top of Block
15' - 6"
BBHE 14'
14' - 0"

8' - 0"
Freeboard +1

8' - 0"
11' - 0"
Parking Bay 1
F-001 AE 10'
10' - 0"

Ground Floor
7' - 6"
+ASSOCIATES
Grade
7' - 2"
3582 Maybank Highway
Johns Island, South Carolina 29454

Phone: 843.805.6700
3 Elevator Section 1 Building Section 1
A301 A301
1/4" = 1'-0" 1/4" = 1'-0"

200 High Dunes Lane

Kiawah Island, SC

ALL DRAWINGS PROPERTY OF BILL HUEY & ASSOCIATES, INC. ANY REPRODUCTION, DUPLICATION, OR USE WITHOUT EXPRESS AUTHORIZATION OF BILL HUEY & ASSOCIATES IS FORBIDDEN.
Bath 2

8' - 9 1/8"
F-202 Den Hall Bath 3 Bedroom 3

6' - 8"
F-207 F-206 F-205 F-204
0' - 5 1/2"

SEAL:

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BILL HUEY &

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6' - 8" min. clearance

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ASSOC., INC.

REG
Charleston, S.C.

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EC
B-95012

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Living Room
F-107 Pwdr. Office
SEAL:
F-108 F-109
6' - 8" min.

Parking Bay 2
F-002
SHEET:

A301
SCALE: 1/4" = 1'-0"
PROJECT NO.: 23002
DATE: 6/10/2024 1:10:01
PM

4 Stair Section 2 Building Section 2

A301 A301
1/4" = 1'-0" 1/4" = 1'-0"
 REVISIONS

Second Floor Ceiling

38' - 4"

DESIGNED BY: Designer

CHECKED BY: Checker

9' - 1 1/2"
Bedroom 4 Laundry DRAWN BY: Author

6' - 8"
F-210 F-209
Second Floor PRELIMINARY

2' - 0 3/4"
Subfloor
29' - 2 1/2" BID
PERMIT
First Floor Ceiling CONSTRUCTION
Plate

2' - 0 3/4"
27' - 1 3/4"

10' - 1 1/2"

10' - 1 1/2"
Dining Room Kitchen Entry
F-105 F-103 F-102

1' - 4 3/4"
First Floor Subfloor
17' - 0 1/4"

Bottom of First Floor

15' - 7 1/2"

1' - 4 3/4"
0' - 1 1/2"

8' - 1 1/2"
Freeboard +1

8' - 0"
11' - 0"
AE 10' +ASSOCIATES
10' - 0"

Ground Floor 3582 Maybank Highway

Line of existing grade 7' - 6" Johns Island, South Carolina 29454

1 Building Section 3 Phone: 843.805.6700

A302
1/4" = 1'-0"

200 High Dunes Lane

Kiawah Island, SC

ALL DRAWINGS PROPERTY OF BILL HUEY & ASSOCIATES, INC. ANY REPRODUCTION, DUPLICATION, OR USE WITHOUT EXPRESS AUTHORIZATION OF BILL HUEY & ASSOCIATES IS FORBIDDEN.
Second Floor Ceiling
38' - 4"

SEAL:
Bedroom 4 Den Bedroom 2 Bedroom 3

6' - 8"
6' - 8"
F-210 F-207 F-201 F-204 SOUTH C
Second Floor OF AR

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29' - 2 1/2" ASSOC., INC.

REG
Charleston, S.C.

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EC
First Floor Ceiling B-95012

S I
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Plate
I RED
ARCH
27' - 1 3/4"

SEAL:
Sim
3
Office Laundry Hall W.I.C. A402
F-109 F-110 F-112 F-113
Kitchen Living Room M. Bedroom
F-103 F-107 F-111

First Floor Subfloor

17' - 0 1/4"
Bottom of First Floor
15' - 7 1/2"
Top of Block
15' - 6"
BBHE 14'
14' - 0"
SHEET:
Freeboard +1
11' - 0"
Parking Bay 2
F-002
Parking Bay 1
F-001 AE 10'
10' - 0"
A302
Ground Floor SCALE: 1/4" = 1'-0"
7' - 6" PROJECT NO.: 23002
DATE: 6/10/2024 1:10:29
Grade
7' - 2" PM

3 Building Section 5 2 Building Section 4

A302 A302
1/4" = 1'-0" 1/4" = 1'-0"
 7' - 0"
0' - 10" 0' - 2 1/8"
13' - 5" 4' - 7 11/32" 2' - 2 17/32" REVISIONS

0' - 2 25/32"
0' - 8 15/32"
R= 5' - 5"
0' - 9 15/32"
0' - 11 1/4"
- 0"
DESIGNED BY: B.H.

/4"

32'
71

1 /4 "
CHECKED BY: -

0' - 1 25/32"
R=
0' -

2' - 7
1' - 7 13/16" 4' - 5 3/32" 0' - 11 1/16" DRAWN BY: N.P.

R= 3
PRELIMINARY
3 Roof Rafter Detail BID
A401 PERMIT
1" = 1'-0"
CONSTRUCTION

1' - 8" (Field Verify)

R=
0' - 7 1/4"
0' - 5 7/8"

0
'-
7"
1' - 2 1/8"

0' - 6 29/32"

1' - 2 1/8"
0'
-7

0' - 3"
0' - 4 7/32"
1/

0"
0' - 9 31/32"
4"

'-
1
R=
"
2 '-0
R=

4' - 0" (Field Verify)

- 0"

4' - 4 3/32"
R=

2' - 4 1/16"
R = 7'

2' - 9 7/8"
5'
-1
1/
4"
R=
4'
-6

0' - 2 3/4"
" +ASSOCIATES

3582 Maybank Highway

16' - 10"

Johns Island, South Carolina 29454

Phone: 843.805.6700
0' - 7 5/16" 0' - 2 9/16"
0' - 5 9/32" 0' - 4 13/16"

Side Elevation Front Elevation

200 High Dunes Lane

12' - 10 5/16"
2 Bracket Detail Kiawah Island, SC
A401
1" = 1'-0" Field Verify All Dimensions

ALL DRAWINGS PROPERTY OF BILL HUEY & ASSOCIATES, INC. ANY REPRODUCTION, DUPLICATION, OR USE WITHOUT EXPRESS AUTHORIZATION OF BILL HUEY & ASSOCIATES IS FORBIDDEN.
Very slight taper for drainage
Recessed powder coated plate for connection
0' - 3 1/2"

3 1/2" wood railing. IPE

0' - 1 1/2"
handrail. Handrail to
match porch decking
species. Handrail to be to

7' - 11 5/16"
code width at stairs.
SEAL:

3' - 0 1/16" Min.

1/2" round aluminum
rod.
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2" x 3/8" Powder coated

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0' - 2" aluminum upright. ASSOC., INC.

REG
2" x 2" Powder coated Charleston, S.C.

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aluminum post.

EC
B-95012

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Connection to deck per ARCH
railing fabricator.

SEAL:
4 Front Railing Detail
A401
1" = 1'-0"

Very slight taper for drainage

Recessed powder coated plate for connection
0' - 3 1/2"

3 1/2" wood railing. IPE

0' - 1 1/2"
handrail. Handrail to
match porch decking
species. Handrail to be to
code width at stairs.

0' - 10" 6' - 9" 0' - 10" 5' - 0"

3' - 0 1/16" Min.

1/8" Stainless steel
cable railing. SHEET:
Side Elevation Front Elevation

A401
2" x 3/8" Powder coated
0' - 2" aluminum upright.

2" x 2" Powder coated

1 Entry Bracket Detail aluminum post.
A401 SCALE: 1" = 1'-0"
1" = 1'-0" Field Verify All Dimensions Connection to deck per
railing fabricator. PROJECT NO.: 23002
DATE: 6/10/2024 1:10:50
PM
5 Rear Railing Detail
A401
1" = 1'-0"
 REVISIONS
1. Roofing - Metal
31. Interior Ceiling & Framing

Header and Framing per Structural

Engineer. See Structural Plans.
6. Exterior Soffit

3 1/2" wood railing. Handrail to 7. Exterior Trim & Blocking. Drip 3 1/2" wood railing. Handrail to
match porch decking species if cap over 3 1/4" Cove Moulding match porch decking species if
wood used. over 2x8 with 1" Half Moulding. wood used. DESIGNED BY: B.H.
CHECKED BY: -
1/2" round aluminum rod. 1/2" round aluminum rod. Continuous Copper flashing
over PVC sloped cap. DRAWN BY: N.P.
Continuous Copper flashing
2" x 2" Powder coated aluminum over PVC sloped cap. 2" x 2" Powder coated aluminum
post. Attachment per railing post. Attachment per railing
7. Exterior Trim & Blocking. PRELIMINARY
manufacturer. manufacturer.
1 3/4" cove moulding over BID
2x6 Trim.
5/4" Open deck over Treated 2x PERMIT

3'0" min.
5/4" Open deck over Treated 2x
sleepers with weeps set over sleepers with weeps set over
9a. Exterior Wall Shingles CONSTRUCTION
solder seam copper pan over solder seam copper pan over
Grace Ice and Water Shield Grace Ice and Water Shield 9a. Exterior Wall Shingles
over 3/4" treated plywood deck. over 3/4" treated plywood deck.

Solder seam copper pan Solder seam copper pan

installed per manu. specs over installed per manu. specs over
rosin building paper over Grace rosin building paper over Grace
Ice and Water Shield over 3/4" Copper Scupper Ice and Water Shield over 3/4"
treated plywood deck. Extend treated plywood deck. Extend
copper pan a minimum of 12" copper pan a minimum of 12"
up the side walls. Build copper up the side walls. Build copper
kants and crickets to drains kants and crickets to drains
17. Rear Porch Railings
7. Exterior Trim & Blocking. Drip
cap over 5 1/4" Crown Moulding
over 2x8 with 1" Half Moulding.
4. Gutters & Downspouts Header and Framing per
Structural Engineer. See
Structural Plans.
9a. Exterior Wall Shingles
13. Exterior Windows

7. Exterior Trim & Blocking. Versatex

1x8 over Cor-a-vent over 2x12 trim.

Cor-a-vent PS400 26. First & Second Floor

vent spacer in black Subfloor Structure
+ASSOCIATES

7. Exterior Trim & Blocking. Sill

Nosing SL CWSNT or equal.
11. Exterior Wall Framing & Insulation 3582 Maybank Highway
6. Exterior Soffit Johns Island, South Carolina 29454
7. Exterior Trim & Blocking. Drip 11. Exterior Wall Framing & Insulation
cap over 5" Cove Moulding over
Phone: 843.805.6700
1x12 Trim.

Header and Framing per Structural 27. First Floor Insulation

Engineer. See Structural Plans.

27. First Floor Insulation 14. Porch Ceiling

26. First & Second Floor
26. First & Second Floor 9a. Exterior Wall Shingles Subfloor Structure
9a. Exterior Wall Shingles 200 High Dunes Lane
Subfloor Structure
12b. Exterior Doors
Kiawah Island, SC
7. Exterior Trim & Blocking. Drip
7. Exterior Trim & Blocking. Drip Garage ceiling 5/8" type "x" cap over 5" Cove Moulding over
Garage ceiling 5/8" type "x" cap over 5" Cove Moulding over sheetrock or 5/8" type X 2x12 Trim.
sheetrock or 5/8" type X 2x12 Trim. Denslgass. Garage ceiling to be

ALL DRAWINGS PROPERTY OF BILL HUEY & ASSOCIATES, INC. ANY REPRODUCTION, DUPLICATION, OR USE WITHOUT EXPRESS AUTHORIZATION OF BILL HUEY & ASSOCIATES IS FORBIDDEN.
Denslgass. Garage ceiling to be nailed, taped, mudded and
nailed, taped, mudded and constructed per IRC 2021 R302.6
constructed per IRC 2021 R302.6
15. Porch Columns
6. Exterior Soffit
27. First Floor Insulation
10a. Exterior Decking /
32. Ground Floor Interior Wall Finish Flooring - Wood

26. First & Second Floor SEAL:

Subfloor Structure 23. Decorative Brackets.
See detail A401-2

SOUTH C
Garage ceiling 5/8" type "x" OF AR

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sheetrock or 5/8" type X
BILL HUEY &

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Denslgass. Garage ceiling to be

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constructed per IRC 2021 R302.6

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25. Exterior Stucco on CMU

12a. Garage Doors
SEAL:

18. Concrete Slab & Soil 18. Concrete Slab & Soil

21. Grading

24. Structural Foundation 24. Structural Foundation

Footer sizing and reinforcement Footer sizing and reinforcement

SHEET:
per Structural Engineer. See per Structural Engineer. See
foundation plan. foundation plan.

Note: Footing resting on Note: Footing resting on

A402
undisturbed soil or soil undisturbed soil or soil
compacted to 95% proctor compacted to 95% proctor
density. See structural plans density. See structural plans SCALE: 3/4" = 1'-0"
PROJECT NO.: 23002
DATE: 6/10/2024 1:11:08
PM
Wall Section @ Scupper 2 Wall Section @ Rear Overlook
3
A402 1 Wall Section @ Garage Door
A402 3/4" = 1'-0" A402
3/4" = 1'-0" 3/4" = 1'-0"
11. Exterior Wall Framing & Insulation

REVISIONS

DESIGNED BY: B.H.

Framing per Structural Engineer.
CHECKED BY: -
26. First & Second Floor
Subfloor Structure DRAWN BY: N.P.

1. Roofing - Metal
PRELIMINARY
BID
PERMIT
4. Gutters & Downspouts CONSTRUCTION
Header and Framing per Structural
Engineer. See Structural Plans.

14. Porch Ceiling

Rain Chain

12b. Exterior Doors

23. Decorative Brackets.

See detail A401-1

+ASSOCIATES

3582 Maybank Highway

Johns Island, South Carolina 29454

Phone: 843.805.6700
10a. Exterior Decking /
Flooring - Wood

27. First Floor Insulation 7. Exterior Trim & Blocking.

Versatex 1x over Cor-a-vent
over 1x trim.

26. First & Second Floor

200 High Dunes Lane
Cor-a-vent PS400
Subfloor Structure vent spacer in black Kiawah Island, SC

Garage ceiling 5/8" type "x"

ALL DRAWINGS PROPERTY OF BILL HUEY & ASSOCIATES, INC. ANY REPRODUCTION, DUPLICATION, OR USE WITHOUT EXPRESS AUTHORIZATION OF BILL HUEY & ASSOCIATES IS FORBIDDEN.
sheetrock or 5/8" type X
Denslgass. Garage ceiling to be
nailed, taped, mudded and
constructed per IRC 2021 R302.6

Header and Framing per Structural

Engineer. See Structural Plans.

14. Porch Ceiling

10b. Exterior Stairs - Wood SEAL:

Cast planter coping by Stone Castings, Inc. or 16. Front Porch Railings
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equal. Installation and Attachment per 1x4 Versatex trim with gap. OF AR
manufacturer's specifications. Provide insect screening

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12b. Exterior Doors

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SEAL:
Walkway material per L.A.

0' - 8"
18. Concrete Slab & Soil
7' - 4" 1' - 4" 8' - 10" 4' - 4" 1' - 0"

24. Structural Foundation

SHEET:
Footer sizing and reinforcement
per Structural Engineer. See
foundation plan.
A403
Note: Footing resting on
undisturbed soil or soil
SCALE: 3/4" = 1'-0"
compacted to 95% proctor
density. See structural plans PROJECT NO.: 23002
DATE: 6/10/2024 1:11:25
PM

1 Wall Section @ Front Door

A403
3/4" = 1'-0"
 Door Schedule Window Schedule
REVISIONS
Door Details Window Detail Head
Number Door Type Door Size Thickness Manufacturer Mat/Fin Head Jamb Sill Description Comments No. Type Width Height Manufacturer Model Material Finish Head Jamb Sill Height Comments

D-001 A 10' X 7' Per Manu Carriage House Door Company Garage Door W-101 A 3' - 0" 6' - 8" Andersen A Series 9' - 0"
D-002 A 10' X 7' Per Manu Carriage House Door Company Garage Door W-102 B 4' - 0" 6' - 8" Andersen A Series 9' - 0"
D-003 B 3'0" x 7'0" 0' - 1 3/4" W-103 A 3' - 0" 6' - 8" Andersen A Series 9' - 0"
D-004 I-A 3'0" x 7'0" 0' - 1 3/4" Tru-stile 20 min. rated W-104 B 4' - 0" 6' - 8" Andersen A Series 9' - 0"
D-005 A 10' X 7' Per Manu Carriage House Door Company Garage Door W-105 C 2' - 0" 5' - 0" Andersen A Series 9' - 0" DESIGNED BY: B.H.
D-006 B 3'0" x 7'0" 0' - 1 3/4" W-106 A 3' - 0" 6' - 8" Andersen A Series 9' - 0" CHECKED BY: -
D-007 I-C 3'0" x 7'4" . 0' - 1 3/4" W-107 A 3' - 0" 6' - 8" Andersen A Series 9' - 0"
DRAWN BY: N.P.
D-100
---------------- ---------------- -
---------------- W-108 A 3' - 0" 6' - 8" Andersen A Series 9' - 0"
D-101 D 3'0" x 9'0" 0' -Manu
Per 2 1/4" Brannen W-109 A 3' - 0" 6' - 8" Andersen A Series 9' - 0"
PRELIMINARY
D-102 I-B 2'8" x 8'0" 0' - 1 3/4" Tru-stile Pocket Door W-110 D 3' - 0" 5' - 8" Andersen A Series 9' - 0"
BID
D-103 E 12'0" x 9'0" 0' -Manu
Per 3 5/16" Andersen W-111 D 3' - 0" 5' - 8" Andersen A Series 9' - 0"
D-104 F 8'0" x 9'0" . Per Manu Andersen W-112 D 3' - 0" 5' - 8" Andersen A Series 9' - 0" PERMIT
D-105 I-A 3'0" x 8'0" 0' - 1 3/4" Tru-stile 20 min. rated W-113 C 2' - 0" 5' - 0" Andersen A Series 9' - 0" CONSTRUCTION
D-106 G 16'0" x 9'0" Per Manu Andersen Sliding door W-200
----------------
D-107 I-A 2'8" x 8'0" 0' - 1 3/4" Tru-stile W-201 E 3' - 0" 6' - 0" Andersen A Series 8' - 0"
D-108 I-B 3'0" x 8'0" 0' - 1 1/2" Tru-stile Pocket Door W-202 E 3' - 0" 6' - 0" Andersen A Series 8' - 0"
D-109 I-A 3'0" x 8'0" 0' - 1 3/4" Tru-stile W-203 E 3' - 0" 6' - 0" Andersen A Series 8' - 0"
D-110 I-B 3'0" x 8'0" 0' - 1 1/2" Tru-stile Pocket Door W-204 F 2' - 0" 2' - 0" Andersen A Series 4' - 10"
D-111 I-B 3'0" x 8'0" 0' - 1 1/2" Tru-stile Pocket Door W-205 F 2' - 0" 2' - 0" Andersen A Series 4' - 10"
D-112 I-B 3'0" x 8'0" 0' - 1 1/2" Tru-stile Pocket Door W-206 E 3' - 0" 6' - 0" Andersen A Series 8' - 0"
D-113 F 8'0" x 9'0" . Per Manu Andersen W-207 E 3' - 0" 6' - 0" Andersen A Series 8' - 0"
D-114 I-B 3'0" x 8'0" 0' - 1 1/2" Tru-stile Pocket Door W-208 E 3' - 0" 6' - 0" Andersen A Series 8' - 0"
D-115 I-B 3'0" x 8'0" 0' - 1 1/2" Tru-stile Pocket Door W-209 E 3' - 0" 6' - 0" Andersen A Series 8' - 0"
D-116 I-A 2'0" x 8'0" 0' - 1 3/4" Tru-stile
D-117 J 4'8" x 7'0" Screened Door
D-200
---------------- 241
---------------- -
----------------
Window Schedule Notes
D-201 I-A 3'0" x 6'8" 0' - 1 3/4" Tru-stile 1. Units to be priced as Andersen A Series Impact rated units or Equal . Install units per manufacturer's specifications and provide full flashing. All shutter locations shown on
elevations to be non-rated ornamental. If Non-Impact Rated units are used, provide Wayne Dalton Fabric Shield Panels (or Equal) as well as permanently installed fasteners per code
D-202 H 3'0" x 8'0" Per Manu Andersen and per manufacturer's specifications for hurricane protection.
D-203 I-B 2'0" x 6'8" 0' - 1 3/4" Tru-stile Pocket Door 2. For Non-Impact Rated units, all windows adjacent to bathtubs, at stairs and adjacent to door swings are to be tempered glass per IRC R-308.2.
3. Units to be priced for Low E 4 Glass with SDL bars and corrosion resistant hardware.
D-204 I-B 2'0" x 6'8" 0' - 1 3/4" Tru-stile Pocket Door 4. Exterior cladding to be an Andersen A Series standard color. Final color selection by Owner.
D-205 H 3'0" x 8'0" Andersen 5. Sizes depicted on this schedule are approximate. Provide window submittal to General Contractor for review and approval with exact manufactured sizes of units proposed. All
Per Manu
manufacturer's frame opening sizes and installation details are to be followed. Report any discrepancies to General Contractor and Designer.
D-206 I-A 3'0" x 6'8" 0' - 1 3/4" Tru-stile 6. Window supplier to provide a cut sheet confirming a minimum of 1 window in each bedroom meets the 2021 IRC egress requirements. +ASSOCIATES
7. All window submittals shall be reviewed with the Owner prior to order.
D-207 I-A 2'4" x 6'8" 0' - 1 3/4" Tru-stile 8. 5/8" SDL size.
D-208 I 6'0" x 8'0" Per Manu Andersen
D-209 I-B 2'8" x 6'8" 0' - 1 3/4" Tru-stile Pocket Door 3582 Maybank Highway
D-210 I-D (2) 3'0" x 6'8" 0' - 1 3/4" Tru-stile Pocket Door Johns Island, South Carolina 29454
D-211 I 6'0" x 8'0" Per Manu Andersen
Phone: 843.805.6700
D-212 I-B 2'6" x 6'8" 0' - 1 3/4" Tru-stile Pocket Door
D-213 I-A 2'10" x 6'8" 0' - 1 3/4" Tru-stile
D-214 I-A 3'0" x 6'8" 0' - 1 3/4" Tru-stile
D-215 I-B 3'0" x 6'8" 0' - 1 3/4" Tru-stile Pocket Door
D-216 I-A 3'0" x 6'8" 0' - 1 3/4" Tru-stile
D-217 I-A 2'6" x 6'8" 0' - 1 3/4" Tru-stile 200 High Dunes Lane
D-218 I-A 2'6" x 6'8" 0' - 1 3/4" Tru-stile Kiawah Island, SC
Type A Type B Type C Type D Type E Type F
D-219 I-B 2'6" x 6'8" 0' - 1 3/4" Tru-stile Pocket Door
Casement Window Casement Window Casement Window Casement Window Casement Window Picture Window
Door Schedule Notes Insulated Glazing
SDL
Insulated Glazing
SDL
Insulated Glazing
SDL
Insulated Glazing
SDL
Insulated Glazing
SDL
Insulated Glazing
SDL
1. Lites in door unites and transom glass to be tempered or impact rated in areas as specified in IRC for glass adjacent to doors and in operable panels. Impact Rated Impact Rated Impact Rated Impact Rated Impact Rated Impact Rated

ALL DRAWINGS PROPERTY OF BILL HUEY & ASSOCIATES, INC. ANY REPRODUCTION, DUPLICATION, OR USE WITHOUT EXPRESS AUTHORIZATION OF BILL HUEY & ASSOCIATES IS FORBIDDEN.
2. Install all units per manufacturer's specifications. Provide complete flashing and insulation at all exterior units.
3. Provide heavy duty garage door opener at each garage door. Glazing in Garage Doors and Exterior Ground Floor Doors to be Impact Rated or provide applicable impact protection.
4. Glazing in exterior units to be DP rated with impact glazing. If Non-Impact Rated units are used, provide Wayne Dalton Fabric Shield Panels (or Equal) for hurricane protection as well as
permanently installed fasteners per code and per manufacturer's specifications. Window Legend
5. All exterior door thickness to be 2 1/4" thick with 5 1/2" Stiles or per manufacturer's specifications.
6. All Interior doors are to be 1 3/4" thick. 1/4" = 1'-0"
7. All Andersen exterior doors shall have dark bronze sills, Low E 4 Glass, and Corrosion resistant hardware.
8. Door hardware selection per I.D. or Owner.
9. Openings between garage area and residence shall be equipped with a 20 minute door in accordance with IRC 2021 Section R302.5.
10. Field verify all door openings prior to ordering.
11. Door Swings per Plan SEAL:
12. 5/8" SDLs

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Type A Type B Type C Type D Type E Type F SEAL:

Exterior Ground Floor Exterior Ground Floor Exterior Ground Floor Sapele Mahogany Double Swing Door Composite Folding Doors Composite Gliding Door
Stained Mahogany Garage Door Therma-Tru or equal Field Built Brannen or Equal Andersen or Equal Andersen
V-groove set in stiles & rails over flush sectional unit Single Swing Door Single Swing Door Impact rated with insulated glazing Impact rated with insulated glazing Impact rated with insulated glazing
Heavy duty opener & track system Preprimed & painted Preprimed & painted SDL SDL SDL

Verify interior door style with Owner / I.D.

SHEET:

A801
SCALE: 1/4" = 1'-0"
Type G Type H Type I Type J Type I-A Type I-B Type I-C Type I-D PROJECT NO.: 23002
Composite Double Sliding Doors Single Swing Door Composite Gliding Door Double Screened Door Interior Interior Interior Interior DATE: 6/10/2024 1:11:43
Andersen Andersen Andersen Sapele Mahogany Single Swing Door Single Pocket Door Double Single Door Double Pocket Door
Impact rated with insulated glazing Impact rated with insulated glazing Impact rated with insulated glazing TruStile MDF TruStile MDF TruStile MDF TruStile MDF PM
SDL SDL SDL Solid unit, (3) panel Solid unit, (3) panel Solid unit, (3) panel Solid unit, (3) panel
Painted Painted Painted Painted

Door Legend
1/4" = 1'-0"
 Finish Schedule Plumbing Schedule Countertop Schedule
Wall Ceiling REVISIONS
Room No. Room Fixture Mfg Model Notes Room No. Room Type Notes
Number Room Name Floor Mat./Fin Mat./Fin. Base Chair Rail Height Ceiling Crown Comments P-101 Kitchen Sink F-103 Kitchen
Controls F-104 Pantry
F-001 Parking Bay 1 P-102 Kitchen Sink F-105 Dining Room
F-002 Parking Bay 2 Controls F-107 Living Room
F-003 Lower Entry P-103 Dining Room Sink F-108 Powder
F-100
----------------
Controls F-109 Office
F-101 Entry Porch P-104 Powder Sink F-110 Laundry DESIGNED BY: B.H.
F-102 Entry Controls F-114 M. Bathroom CHECKED BY: -
F-103 Kitchen
P-105 Powder Toilet DRAWN BY: N.P.
F-104 Pantry
P-106 Laundry Sink F-202 Bath 2
F-105 Dining Room
Controls F-205 Bath 3 PRELIMINARY
F-106 Screened Porch
P-107 Master Bathroom Sink F-207 Den BID
F-107 Living Room
Controls F-208 Bath 5 PERMIT
F-108 Pwdr.
P-108 Master Bathroom Sink F-209 Laundry CONSTRUCTION
F-109 Office
F-110 Laundry Controls F-211 Bath 4
F-111 M. Bedroom P-109 Master Bath Tub
F-112 Hall Controls Countertop Schedule Notes:
F-113 W.I.C. P-110 Master Bath Shower
1. GC to provide backsplashes of same material on all countertops unless otherwise specified by Owner.
F-114 M. Bath Controls 2. Edge details to be confirmed with Owner/Designer.
3. All undermount sinks to be verified by Owner.
F-115 Deck Drain 4. Final selection of all countertops by Owner.
F-200
---------------- P-111 W.C. Toilet
F-201 Bedroom 2
F-202 Bath 2 P-201 Bath 2 Sink
F-203 Front Deck Controls
F-204 Bedroom 3 P-202 Bath 2 Toilet Cabinet Schedule
F-205 Bath 3 P-203 Bath 2 Shower Room No. Room Type Notes
F-206 Hall Controls F-103 Kitchen
F-207 Den Drain F-104 Pantry
F-208 Bath 5 P-204 Bath 3 Sink F-105 Dining Room
F-209 Laundry Controls F-107 Living Room
F-210 Bedroom 4 P-205 Bath 3 Toilet F-108 Powder
F-211 Bath 4 F-109 Office
P-206 Bath 3 Tub
F-110 Laundry +ASSOCIATES
Controls
Finish Schedule Notes: Abbreviations: P-207 Bath 5 Sink F-114 M. Bathroom
Controls
1. All final paint color selections by Owner. GYP Gypsum wall board (see wall type for thickness) 3582 Maybank Highway
2. Owner/Architect to verify all trim and casing details. MRGWB Moisture resistant gypsum wall board P-208 Bath 5 Toilet F-202 Bath 2
3. Garage ceiling to be constructed per IRC 2021 R302.6 Prime Walls fully prepped and primed to receive future finish
Johns Island, South Carolina 29454
4. Pitch concrete slab 18" inside of each garage door for drainage. Paint Walls fully prepped, primed, and painted to receive future finish P-209 Bath 5 Shower F-205 Bath 3
5. All wall tile and tub surround tile to be installed over Schulter Kerdi over Durock Tile SL Shiplap Controls F-207 Den Phone: 843.805.6700
Backer Board. WP Wallpaper
6. All floor tile to be installed over Schluter Ditra system. BB Beadboard - Pre-primed - Painted to full coverage Drain F-208 Bath 5
7. All tile sizes and specifications to be verified with Owner. N/A Not applicable F-209 Laundry
8. Stucco all sides of exposed CMU Block on ground floor. P-210 Bath 4 Sink
9. Paint interior sides of CMU Block on ground floor. Controls F-211 Bath 4
10. Ceiling heights shown in building & wall sections supersede noted heights in
schedule (if different). P-211 Bath 4 Sink
11. Price ground floor slab for Gel Stain or Epoxy Finish. Finish per I.D.
12. Elevator Cab to have shiplap walls and ceiling. Car operating panel to have Millwork Notes: Controls 200 High Dunes Lane
rectangle shape with upgraded options to include integrated phone, emergency light,
key lock & LED position indicator with brushed stainless steel finish. Hall stations to
P-212 Bath 4 Toilet Cabinet Schedule Notes: Kiawah Island, SC
1. All profiles referenced "SL" Southern Lumber. Comparable suppliers acceptable by submittal.
have rectangle shape with upgraded options to include key lock, "car here" button & P-213 Bath 4 Shower 1. All finishes for cabinets shall be verified by sample with Owner.
LED position indicator. Weatherproof at garage level. Handrails to be flat metal with 2. All mouldings shall be primed and painted. 2. Cabinet manufacturer shall provide shop drawings to Designer for approval prior to installation of cabinets. All cabinet
Dark Oxide finish. Recessed can lights with white trim/baffle, gates upgraded to Bronze
Controls
drawer and door configurations must be reviewed and approved by the Owner.
Perforated and black floor track. 3. Provide all blocking as required for installation. Drain 3. See Schedules for plumbing fixture and appliance selections. General Contractor shall confirm plumbing and
13. 1/4" Plywood behind all wood walls. electrical service required for appliances, as well as, confirm all clearances required for appliances prior to

ALL DRAWINGS PROPERTY OF BILL HUEY & ASSOCIATES, INC. ANY REPRODUCTION, DUPLICATION, OR USE WITHOUT EXPRESS AUTHORIZATION OF BILL HUEY & ASSOCIATES IS FORBIDDEN.
14. All flooring hatch patters are a placeholder only. Placement, location and direction 4. All material to receive paint shall to be fully primed poplar material. All material to be stained shall be commencement of work.
per Owner / I.D. species and finish per Owner and Interior Designer. 4. G.C. shall verify all cabinet accessories with Owner prior to commencement of work. Cabinet hardware shall be
selected by Owner by sample.
5. Shelving shall be adjustable. All exposed shelf edges shall be banded.
Plumbing Schedule Notes:
Option Schedule 1. All work to be done in accordance with national, state, and local codes.
2. Fixtures to be selected and approved by Owner prior to purchase and installation.
Category No. Option Pricing Decision 3. Plumbing contractor shall provide service to all equipment shown on the drawings including, but not limited to, the mechanical equipment,
pumps, water heaters, etc.
Thermal and Moisture T-1 Forticell "Gold" Mold Preventative in lieu of Platinum 4. Contractor to provide all material, labor, transportation, and equipment as required for a completed job. SEAL:
Protection T-2 Standard stucco Veneer Foundation in lieu of Tabby Stucco 5. General contractor to coordinate installation of full wrap solid packed sound insulation in wall, vertical chases, or stud cavities. Provide cast
iron drain drops. Wrap all cast iron drain pipes with Quiet Wrap pipe soundproofing wrap. Tile Schedule
T-3 MasterSeal TC 225 Polyurethane waterproofing below deck 6. Contractor to coordinate tie in with municipal sewer or septic service pending DHEC Approval.
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Room No. Room Type Notes OF AR
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T-4 Boral Trim in lieu of Versatex

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No. Room Fixture Mfg Model Notes F-202 Bath 2

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Electrical E-1 LED Bulb Package throughout house (Standard housing) A-101 Kitchen Dishwasher
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F-205 Bath 3
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ARCH
E-2 LED Dimmers A-102 Kitchen Dishwasher F-208 Bath 5
E-3 Whole House Lightning Protection A-103 Kitchen Disposal F-209 Laundry
E-4 Water Bugs System A-104 Kitchen Disposal SEAL:
F-211 Bath 4
E-5 Upgraded Audio Visual Package - Provide Allowance Estimate A-105 Kitchen Range
E-6 Full Lutron, Crestron, or Equal Lighting Control System A-106 Kitchen Hood
A-107 Kitchen Oven
Mechanical M-1 Additional Water Meter for Landscape Sprinklers A-108 Kitchen Microwave
M-2 Dehumidifiers in Attic A-109 Kitchen Refrigerator
M-3 Central Vacuum A-110 Pantry Ice Tile Schedule Notes:
M-4 Garage Dehumidification A-111 Pantry Freezer 1. Final selections per Owner.
2. Install 1/2" thickness cement fiber backing board set in latex modified thin set and screw through subfloor into joist.
A-112 Dining Room Wine Ref. 3. At all thresholds, provide edge marble or other appropriate transition the full length of the juncture.
Other O-1 Reverse Osmosis Water Filter for Whole House 4. Install sealant at all joints where tile abuts plumbing fixtures or backsplashes.
A-113 Dining Room Disposal 5. Verify all tile selections, color, sizes, and grout with Owner.
O-2 Mosquito Misting System on porches A-114 Dining Room Wine Ref. 6. Tile all shower ceilings. Slightly slope shower ceilings for drainage.
O-3 Mosquito Misting System in Landscaping A-115 Laundry Clothes Washer
O-4 Heated Floors in Master Bathroom SHEET:
A-116 Laundry Clothes Dryer
O-5 Upgraded Sound Proofing Package from Energy One America
O-6
O-7
Water Booster Pumps for increased pressure
Ceiling Heaters in Screened Porch
A-201
A-202
Laundry
Laundry
Clothes Washer
Clothes Dryer
A901
SCALE:
Appliance Schedule Notes: PROJECT NO.: 23002
DATE: 6/10/2024 1:11:58
1. Cabinet manufacturer to review and confirm appliance selection with Owner and GC prior to commencement of fabrication.
2. Contractor to coordinate all service requirements for appliances (electrical, water, and gas). PM
Options Schedule Notes: 3. Contractor to provide delivery and installation, as required for all appliances.
4. Contractor to deliver all manufacturer warranties to Owner at completion of work.
5. Appliance selection to be verified with Owner.
1. Options Schedule is for pricing purposes. Owner to make final decision on all option selections.
6. Provide make up air in accordance with M1503.4 of the 2021 IRC if the exhaust hood system chosen for this project is capable of in
excess of 400 cubic feet per minute.
7. Refer to Ferguson Quote for all final selections and specifications.