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10

8

7

6

5

4

Construction Notes

1

1. All interior walls are to be framed with 2x4 wood studs @ 16” o.c. unless otherwise noted on plan. All walls or sections of walls containing pocket doors are to be framed with 2x6 wood studs @ 16” o.c.. See structural drawings for additional framing information. 2. All interior walls to have sound batt insulation. 3. For sizes of structural columns refer to sheet S101 1st Floor Framing 4. HVAC Contractor to perform heat gain calculations based on volume, amount of glazing, type of glazing, and components which give off heat (A/V components, ice makers, appliances etc.) 5. Exact cabinet layout and configuration by Cabinet Concepts. For cabinet Plans and Interior Elevations see drawings by Cabinet Concepts

53’-2” 43’-6”

9’-6”

W110

5’-4”

5’-1”

18’-0”

W112

3’-

9’-0”

6’-

0”

0”

2’-10”

W122

4’-10”

5’-0”

3’-8”

W114

3’-8”

17’-2” 3’-6”

8” 8” 5’-9”

10’-6”

9’-9”

4’-9” W121

8”

19’-6”

8”

5’-0”

3’-2”

5’-0”

26’-10”

3’-2”

5’-0” D103

9’-9”

5’-9”

9’-9” 4’-9”

10”

8”

2’-1”

5’-0”

2’-4”

4’-4”

STEPHEN HERLONG

3’-8” 8’-8”

2208 Palm Blvd. Isle of Palms, S.C. 17’-4”

center of curved pool edge td wd. open handrail w/ wood cap @ 36” a.f.f.

D102

Covered Porch

newel posts w/copper caps

slope 3/16”:12”

W117 15’-2”

Phone: 843-886-9199 Fax: 843-886-9198

8”

8’-2”

0” 9’R=

5”

A R C H I T E C T S 103 Palm Blvd. Suite 3A Isle Of Palms, SC 29451

Eased edge Ipe decking

5’-8”

Closet

layout and selection of closet organizer to be determined

4’-2”

5’-0”

6’-0”

D

hose bib

4’-0” 7’-10”

6” wall, coordinate with structural for column locations

for pool, spa and disappearing edge details, see structural details

A

STATUS

DATE

Conceptual Design

Design Dev.

Construction Documents

Permitting

05/24/06

Construction

06/27/06

2/14/06

A A

5’-1”

3’-1”

W115

W116

9’-0”

43’-6”

3’-7”

5”

4

E

3’-5”

beam above shown dotted 13’-0”

9’-6”

7

Typical exterior column 10” sq. built -up columns w/ applied trim. Structural cols to have 6x6 tr. wd. posts in center td wd. open handrail w/ wood cap @ 36” a.f.f.

4’-8” 48’-2”

8

8’-8”

0” 3’8’-8”

8’-0”

2680

2680

2880

3080

12’-10”

3080 4’-6”

10’-2”

10

Master Bedroom #1

layout and selection of closet organizer to be determined

2880

7’-4”

W113

7’-4”

Closet

6” wall

6” wall, coordinate with structural for column locations

3’-10”

A 5’-3”

2’-2”

A W119

6’-4”

4’-4”

2880

7’-0”

12’-10”

6” wall

6” wall, coordinate with structural for column locations

A

2’-4”

& A S S O C I A T E S , I N C.

8’-8”

2’-1”

2’-4”

4’-0” 1’-0”

W111

A W109

A

8”

13’-10”

4’-11”

1’-6”

6’-8”

A

A

2’-4”

W118

11’-2”

A

by others

2’-9”

A

Master Bath

8” 1’-8” 6”

9’-0”

3’-3” 3’-3”

2’-6” 6” 5’-2”

9’-9”

6’-3”

9’-9”

6”

E

4’-8” A

2880

6” wall

2680

A

8’-0”

Pool

Spa

by others Top of Spa Curb El. 21'-10"

W120

6’-3”

4”

7’-9” 9’-9”

9’-9” 2680

2680 4’-6”

A

Kitchenette

Hallway 3

12’-10”

Guest Bath

Closet

D104

2’-4” 3’-10”

6” 19’-6”

2’-6”

2’-8” 8’-10” 12’-10” 17’-4”

8’-2”

8”

2’-10”

1/A300

1 A400

cabinets above shown dotted

Broom Closet

4’-0”

13’-4”

mirror

Children’s Bedroom

C

5’-4” 8”

9’-5”

@ op er dr ow sh

4’-2”

2 A401

2 A400

12’-10” 2880

7’-4”

7’-0” 6’-2”

19’-6”

54’-0”

4’-10”

4’-4”

A

6” wall, coordinate with structural for column locations

2680

8’-2”

beam above shown dotted

Moment Frame (see S100)

2’-4”

Children’sBath 4’-2”

laundry sink

6” wall

80

Closet

6” wall

A

B

2880

30

80

Top of Pool Curb El. 21'-2"

disappearing edge

coordinate holdown with steel beam below

5’-8”

A

up

Covered Porch

Laundry

80

Mech.

W108

HTT to be anchored to LVL

2880

36

2680

o

Closet

W107

28

c

A

2880

Guest Bedroom #3

i

Hallway 1

B

1 A400

4’-3”

A

4”stud pocket. Typ

s

3’-8”

80

hose bib

W103

A

n

5’-10”

Downstairs Entertainment Area

80

36

D

26

3’-0”

A

El. 21'-2"

4’-4”

20’-0”

# 1 1

1. Exterior Shear Walls (ALL exterior walls) are Type II, Exposure Category C and are shown on the floor plans as to be sheathed with 5/8” plywood (on exterior side) and nailed as per schedule on S100. 2. Interior Shear Walls are shown on the floor plans as and are to be constructed with 5/8” plywood on framing studs one side only - unless otherwise noted, and nailed as per schedule on Sheet S100.

8”

HTT to be anchored to LVL

Elev.

5’-6” 7’-2”

45° 28°

0”

3’-10”

we 30 ath 80 er str ip

W104

75°

9’-

Entry Hall

9’-0”

W105 Moment Frame (see S100) 4”stud pocket. Typ

W106

4’-4”

Moment Frame (see S100)

10’-2”

3,070 Sq ft

A

A

Raised Circular Porch

6” wall

R

W102

center of circular porch and pool edge

Mech.

2”

10’-2”

A

80

Stairs dn 17 R 14’-2”

’=9

D101

A

2880

Simpson connector HD 10A HTT-22

Shear Walls

45°

flush hearth

45°

36

80 ed ip 28 rat r str e e fir ath e w

5’-6”

Entry Porch

Guest Suite 2

80

Hallway 2

designation A B

45°

55°

80

6” wall, coordinate with structural for column locations

8”

fireplace

2880

W101

18’-0”

26

A

Guest Bath 2

5’-

R=

Closet

A

A

A

slope 3/16”:12”

contractor to verify clearance for combustible materials

A

6’-0”

thicken wall to allow for pocket door and plumbing

designated by

beam above shown dotted

10

36

A

A

9’-0”

2’-6” W132

5’-4” 4’-0”

10’-6”

2’-6” 2’-8” 6’-2”

5’-8”

80

Up

t&g Ipe decking

A

3’-

Holddown Legend

td wd. open handrail w/ wood cap @ 36” a.f.f.

A

grill

Stair Hall

6’-6”

W123

8”

7’-4”

Typical exterior column 10” sq built up wood columns w/ applied trim. structural columns to have 6x6 tr. wd. posts in center

46” Isokern gas appliance w/ gas logs to be ventless or dual purpose. Floor of firebox to be flush w/ hearth.

A

HVAC Stand

60

W131

12’-4”

6’-6”

5’-0”

2’-10”

A

A

Door under stair shown dotted

C

8’-0”

W124

W125

A

A

2’-10”

g e e d

4’-10”

W130

Guest Suite 1

2680

A

Window under stair shown dotted

1/A300

W126

Guest Bath 1

3’-10”

2’-8”

1 A401

W127

A

A A

4’-8”

A

A

HVAC Stand A

B

2’-8”

1 A400 W128

A

1/A301

3

Revision: Revision:

2

1

Revision: Revision:

Plumbing Legend

STRUCTURAL MANDATORY INSPECTIONS

pier number

THE FOLLOWING INSPECTIONS ARE MANDATORY BY THE SIGNATORY OF THE V ZONE CERTIFICATE TO VERIFY THE REQUIREMENTS FOR SCOUR AND WIND RESISTANCE HAVE BEEN MET: 1) INSPECT THE GRADE BEAM PRIOR TO THE POURING WITH ALL THE REINFORCING INSTALLED 2) INSPECT ALL THE CMU 16” PIERS INSTALLED WITH THE INSTALLED REINFORCING PRIOR TO POURING THE CELLS. 3) INSPECT THE INSTALLATION OF THE ANGLE CONNECTIONS BETWEEN THE FIRST FLOOR DROPPED GIRDERS AND THE PIERS. 4) INSPECT THE SHEAR WALL INSTALLATION, INCLUDING THE SHEAR WALL HOLD DOWNS, SHEAR WALL INSTALLATION AND NAILING. 5) INSPECT THE BREAK AWAY WALLS.

AC

Air Conditioning Condenser Unit

Water Closet - Elongated Bowl Oval Lavatory Tub - With shower connections and shower rod

Shower Stall

Water Heater - 80 gal. elect. unit with220v outlet

HW

DW

Double Sink - with disposal, under counter dishwasher; faucets selected by owner

D

Washer & Dryer - Connections with 1, 110 duplex, 1, 220 outlet, and hot and cold water and 1 1/2” vented waste for washer. Vent dryer to exterior of building.

W

project north

General Symbols 12 CMU pier w/ reinforcing

grade beam

CMU pier & Grade beam

Grade beam 24” wide x 20” deep See Details Piers to be 16”x16”, unless otherwise dimensioned. Piers to be reinforced with 4-#5 vertically, with #3 stirrups vertically spaced at 12” oc, and all cells filled solid with 3000 psi concrete.

tr. wood pile

2x4 stud wall

2x6 stud wall

Piles for main structure to be #2 SYP. pt. 12” nominal dia. w/ 10” dia tip. Pile length 26’, (Contractor to verify). Total embedment 16’ below grade. Bearing capacity = 45kips. Tensile Capacity = 22kips

2x4 studs @ 16” o.c., use treated lumber below flood plane and when in contact with masonry. Typical unless otherwise noted.

2x6 studs @ 16” o.c., use treated lumber below flood plane and when in contact with masonry. Typical unless otherwise noted.

12 A402

Detail Reference Keyed into Exterior Opening Schedule by number

W101

Plot Reference: 9:38 AM Tuesday, May 15, 2007 Width & Height In Feet & Inches

Detail number Sheet number

28

80

Interior Door 2880

Pocket Door

Exterior Window

Keyed into Exterior Opening Schedule by number

Exterior Door

1

First Floor Plan Scale: 1/4" = 1'-0" Area calculations for 1st Floor

Bi-Fold Door D001

ALL DESIGNS AND SPECIFICATIONS DEPICTED ON THIS SHEET ARE THE PROPERTY STEPHEN P. HERLONG & ASSOCIATES INC. ANY UNAUTHORIZED USE OR REPRODUCTION IS SUBJECT TO LEGAL PROSECUTION. POSSESSION IN ANY FORM CONSTITUTES ACCEPTANCE OF THESE CONDITIONS.

2/A301 W129

A

2’-10”

t

8’-0”

13’-9”

n

6’-0”

13’-8”

1 A400

3’-0”

10’-0”

e

19’-10”

t

2’-8”

27’-2”

s

9’-8”

1 A400

18’-6”

Sliding Bypass Door

Heated: CoveredPorches: Open Deck:

3047.1 sq. ft. 821.5 sq. ft. 149.4 sq. ft.

This drawing may not be reproduced without the written permission of Stephen P. Herlong & Associates Inc.

First Floor Plan

A101


10

8

7

6

5

4

Construction Notes

1

1. All interior walls are to be framed with 2x4 wood studs @ 16” o.c. unless otherwise noted on plan. All walls or sections of walls containing pocket doors are to be framed with 2x6 wood studs @ 16” o.c.. See structural drawings for additional framing information. 2. All interior walls to have sound batt insulation. 3. For sizes of structural columns refer to sheet S101 1st Floor Framing 4. HVAC Contractor to perform heat gain calculations based on volume, amount of glazing, type of glazing, and components which give off heat (A/V components, ice makers, appliances etc.)

53’-2” 9’-8”

43’-6”

27’-2”

3’-0”

10’-0”

10’-0”

6’-10”

13’-8”

4’-6”

13’-9”

14’-4”

4’-10”

copper roof at edge of porch (for zoning) Typical exterior column 10” sq. built -up columns w/ applied trim. Structural cols to have 6x6 tr. wd. posts in center

2 A401

2 A400

Typical exterior column 1’-2” dia permacast columns w/ applied trim. structural columns to have 6x6 tr. wd. posts in center

1 A401

1/A301

copper roof skirt (for zoning) td wd. open handrail w/ wood cap @ 36” a.f.f.

1 A400

3’-7 1/2”

1 A400

A

A

15’-2”

14’-6”

A

5’-8”

9’-0”

23’-6”

2’-8”

4’-0”

6’-2”

W231

Living Room

75°

D205 9’-7”

W233

W232

C

45° 28°

0”

W229

45°

9’-

3’-8”

raised hearth

6’-0”

W217

R=

5’-2”

8’-6”

45°

center of circular porch and pool edge

7’-8”

(2) 3080

(2) 3080

3’-4”

7’-0”

Stair Hall

fireplace to be selected by owner. Contractor to ensure required clearances are met

6” wall

45°

45°

hose bib

Moment Frame (see S100)

Sitting Room/ Media Room/ Bedroom

13’-3”

6” wall

open to below W228

2’-3”

Moment Frame (see S100) 4’-0”

2’-8” 6’-2”

Stairs Dn 20R @ 7 1/2”

4’-10”

B

B

W227 12’-4”

B

B

3’-8”

B

W218

C

B

80

2680

B

6” wall, coordinate with structural for location of columns

drop @ shower

Built-in cabinetry, selections by Owner

4’-11”

d/w

8’-4”

6’-3” (2) 1880

Pantry

Built-in shelving, selections by Owner

Kitchen

6” wall upper cabinets shown dotted

D203

5’-0”

6’-0”

16’-0”

W213

hose bib

3/16”:12” t&ge Ipe decking

STATUS

DATE

copper roof at edge of porch (for zoning)

Conceptual Design

roof above shown dotted

Design Dev.

td wd. open handrail w/ wood cap @ 36” a.f.f.

Construction Documents

Permitting

05/24/06

Construction

06/27/06

beam above shown dotted W211 2”

E

Typical exterior column 10” sq. built -up columns w/ applied trim. Structural cols to have 6x6 tr. wd. posts in center

4’-8” 48’-2”

8

slope

W212

43’-6”

10’-2”

Isle of Palms, S.C.

2’-0”

center door & window opening in exterior wall face

2’-0”

face of wall below shown dotted

2208 Palm Blvd.

2’-0”

W210

curved slope

4’-6”

South Upper Porch

4” stud pocket- typ

Banquette

Phone: 843-886-9199 Fax: 843-886-9198

4’-2”

B W209

A R C H I T E C T S 103 Palm Blvd. Suite 3A Isle Of Palms, SC 29451

17’-4”

3’-10”

shower

9’-3” 12’-10”

D

W214

low roof below

18’-0”

19’-6”

B

edge of roof above shown dotted

td wd. open handrail w/ wood cap @ 36” a.f.f.

& A S S O C I A T E S , I N C.

B

wine/ drinks

B

waterproof membrane

9’-9”

9’-9” 2’-9”

B

2’-6”

9’-9”

9’-9”

5’-10” 5’-0” 2680

4’-8”

B

Porch

STEPHEN HERLONG

W215

Master Bath

W208

10

1 A400

cooktop

B

6’-1”

2’-2” 2’-6” 2’-6” 6”

5’-2” 4’-0” 1’-0”

MasterCloset

D204

bar sink

3080

6’-1”

med cab

2’-0”

2’-2”

4’-6”

slope 1/4”:12”

4’-6”

3’-7”

med cab

4’-0”

9’-0”

E

2’-8”

extent of barrel vault ceiling above shown dotted

extent of tray ceiling above shown dotted

7’-4”

W207 B

Utility

fridge

2680

B

9’-0”

4’-0”

3080 (2) 2080

6” wall

D202

Future Elev

1’-0”

3080

6’-10”

equal

80

3’-0”

B

B

20

Master Hallway

Dining

3’-0”

B

B

B

80

Moment Frame (see S100)

equal

4”stud pocket. Typ

layout and selection of closet organizer to be determined

B

6” wall, coordinate with structural for location of columns 4’-3”

3080

B

6” wall, coordinate with structural for location of columns

we 30 ath 80 er str ip

3’-0” W203

Master Bedroom

20’-0”

2680

” 9’ -2 R=

6’-3” 6’-3”

5’-6”

B

Moment Frame (see S100)

12’-10”

7’-2”

1’-6”

8’-10”

4’-10”

W204 4”stud pocket. Typ

W206

17’-4”

W202

B

B

D

9’-9”

19’-6”

B

Closet 30

W216

Moment Frame (see S100)

B

1/A300

6” wall, coordinate with structural for location of columns

Upstairs Entry Hall

10’-2”

9’-0”

5’-8”

1 A400

9’-0”

slope 3/16”:12”

D201

54’-0”

l

9’-9”

ua

eq

edge of roof above shown dotted

3’-4”

Bath

Upper Porch

td wd. open handrail w/ wood cap @ 36” a.f.f.

3’-8”

W201

l

1/A301

newel posts w/copper caps

18’-0”

Closet

3’-8”

0

ua

eq t&g Ipe decking

6’-1”

23

extent of tray ceiling above shown dotted

6’-6”

3’-8”

W

B

W121

10”

A

26

1. Exterior Shear Walls (ALL exterior walls) are Type II, Exposure Category C and are shown on the floor plans as to be sheathed with 5/8” plywood (on exterior side) and nailed as per schedule on S100. 2. Interior Shear Walls are shown on the floor plans as and are to be constructed with 5/8” plywood on framing studs one side only - unless otherwise noted, and nailed as per schedule on Sheet S100.

17’-2”

W219

# 1 1 pair

Shear Walls

9’-0”

W220

Upper Circular Porch

Simpson connector HD-10A HTT-22

9’-0”

D206

1’-0” curved slope

W221

slope 3/16”:12”

W222

W

22 6

W223

W224

1’-0”

1’-0”

eq ua l eq

4’-10”

Side Porch

waterproof membrane

W225

A

designation A B

td wd. open handrail w/ wood cap @ 36” a.f.f.

2’-0”

beam above shown dotted

2’-0”

designated by

roof above shown dotted

ua l

A

Holddown Legend

beam above shown dotted

edge of roof above shown dotted

W205

9’-6”

7

4

13’-0”

3

Revision: Revision:

2

1

Revision: Revision:

Plumbing Legend

STRUCTURAL MANDATORY INSPECTIONS

pier number

THE FOLLOWING INSPECTIONS ARE MANDATORY BY THE SIGNATORY OF THE V ZONE CERTIFICATE TO VERIFY THE REQUIREMENTS FOR SCOUR AND WIND RESISTANCE HAVE BEEN MET: 1) INSPECT THE GRADE BEAM PRIOR TO THE POURING WITH ALL THE REINFORCING INSTALLED 2) INSPECT ALL THE CMU 16” PIERS INSTALLED WITH THE INSTALLED REINFORCING PRIOR TO POURING THE CELLS. 3) INSPECT THE INSTALLATION OF THE ANGLE CONNECTIONS BETWEEN THE FIRST FLOOR DROPPED GIRDERS AND THE PIERS. 4) INSPECT THE SHEAR WALL INSTALLATION, INCLUDING THE SHEAR WALL HOLD DOWNS, SHEAR WALL INSTALLATION AND NAILING. 5) INSPECT THE BREAK AWAY WALLS.

AC

Air Conditioning Condenser Unit

Water Closet - Elongated Bowl Oval Lavatory Tub - With shower connections and shower rod

Shower Stall

Water Heater - 80 gal. elect. unit with220v outlet

HW

DW

Double Sink - with disposal, under counter dishwasher; faucets selected by owner

D

Washer & Dryer - Connections with 1, 110 duplex, 1, 220 outlet, and hot and cold water and 1 1/2” vented waste for washer. Vent dryer to exterior of building.

W

project north

General Symbols 12 CMU pier w/ reinforcing

grade beam

CMU pier & Grade beam

Grade beam 24” wide x 20” deep See Details Piers to be 16”x16”, unless otherwise dimensioned. Piers to be reinforced with 4-#5 vertically, with #3 stirrups vertically spaced at 12” oc, and all cells filled solid with 3000 psi concrete.

tr. wood pile

2x4 stud wall

2x6 stud wall

Piles for main structure to be #2 SYP. pt. 12” nominal dia. w/ 10” dia tip. Pile length 26’, (Contractor to verify). Total embedment 16’ below grade. Bearing capacity = 45kips. Tensile Capacity = 22kips

2x4 studs @ 16” o.c., use treated lumber below flood plane and when in contact with masonry. Typical unless otherwise noted.

2x6 studs @ 16” o.c., use treated lumber below flood plane and when in contact with masonry. Typical unless otherwise noted.

12 A402

Detail Reference Keyed into Exterior Opening Schedule by number

W101

Plot Reference: 9:38 AM Tuesday, May 15, 2007 Width & Height In Feet & Inches

Detail number Sheet number

28

80

Interior Door 2880

Scale: 1/4" = 1'-0" Area calculations for 2nd Floor

Bi-Fold Door Keyed into Exterior Opening Schedule by number

Exterior Door

1

Second Floor Plan

Pocket Door

Exterior Window

D001

ALL DESIGNS AND SPECIFICATIONS DEPICTED ON THIS SHEET ARE THE PROPERTY STEPHEN P. HERLONG & ASSOCIATES INC. ANY UNAUTHORIZED USE OR REPRODUCTION IS SUBJECT TO LEGAL PROSECUTION. POSSESSION IN ANY FORM CONSTITUTES ACCEPTANCE OF THESE CONDITIONS.

19’-10”

1 A400

18’-6”

Sliding Bypass Door

Heated: CoveredPorches: Open Deck:

2548.5 sf 881.5 sf 280 sf

This drawing may not be reproduced without the written permission of Stephen P. Herlong & Associates Inc.

Second Floor Plan

A102


Double Oceanfront Auction: 2208 Palm Blvd.