144 Lancaster Lookbook - The Melton Team

144 Lancaster Blvd- Berkeley Hall

144 Lancaster Blvd- Survey

WOODSTOCK CIRCLE

MILLBROOK CIRCLE

OD GO

LAUREL SPRING ROAD

144 Lancaster Blvd- As built survey PE HO

SITE

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47.04'

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7.2 PN 12

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(53,387 SF)

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43.6 2'

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LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

5.9

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6.9 LAO 6

STEWART RESIDENCE

6.6 PN 10

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RICE HOPE COURT

BERKELEY HALL BLVD

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REVISIONS

8.93

8.70

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9 8.68 8.96

8.71

EDGE OF PAVEME NT

8.28 8.50

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8.72

8.36 GI

LEVARD LANCASTER BOU

ROAD

YORK CIR

8.16

LANCASTER BOULEVARD 60' R/W

8.46

8.41

brent robinson, architect

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

1

SITE PLAN 1/16" = 1'-0"

A100

SITE PLAN

144 Lancaster Blvd- Front Elevation

144 Lancaster Blvd- Lot grading plan

144 Lancaster Blvd- Square Footage ISSUED FOR PERMIT 09/15/2021

THE STEWART RESIDENCE LOT #354 (144) LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC OWNER

ARCHITECT

CONTRACTOR

BRIAN & AMANDA STEWART

BRENT ROBINSON ARCHITECT, LLC LIC #: 101629 (Firm), 10046 (Individual)

RANDY JEFFCOAT BUILDERS, LLC LIC #: 12414

THE LANDWORKS GROUP LIC #:

SOUTHERN CONSULTING & ENGINEERING, INC LIC #: 3355

17 COQUINA RD HILTON HEAD ISLAND, SC 29928

774 BOYD CREEK DR Ridgeland, SC 29936

40 Persimmons St, Ste 103 Bluffton, SC 29910

10 Pinckney Colony Rd., Ste. 400 Bluffton, SC 29910

105 Central Ave, STE 100 A Goose Creek, SC 29445

CONTACT: Rhett Jeffcoat o: 843-837-5133 email: rhett@randyjeffcoatbuilders.com

CONTACT: Shannon Boyles o: 843-592-2285 email: sboyles@tlwgroup.net

CONTACT: Tony Austin, PE o: (843) 718-2525 email: tonyaustinsce@gmail.com

CONTACT: Brent Robinson, AIA, NCARB o: 843 368 9411 email: brentrobinsonarchitect@gmail.com

LANDSCAPE

STRUCTURAL ENGINEER

FIRM SEAL

1.

2.

3.

4.

ARCHITECT IS NOT RESPONSIBLE FOR INTERPRETING THE INTENT OF THESE CONSTRUCTION DOCUMENTS, INCLUDING MAKING MODIFICATIONS AS MAY BE NECESSARY DURING THE CONSTRUCTION PHASE. THE ABOVE NAMED COMPANY AND ARCHITECT OF RECORD ARE NOT LIABLE FOR THE WORK WHERE CHANGES TO THESE DOCUMENTS HAVE BEEN MADE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, ALL WORK REQUIRING MEASURING SHALL BE DONE ACCORDING TO FIGURES ON DRAWINGS AND NOT SCALED FROM DRAWINGS, THE ARCHITECT SHALL FURNISH ANY MISSING DIMENSIONS UPON REQUEST. ALL WORK SHALL CONFORM TO PREVAILING CODES, ORDINANCES AND REQUIREMENTS, CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION AND SHALL PAY ALL APPLICABLE FEES. EXISTING CONDITIONS AND ACTUAL FIELD CONDITIONS MAY VARY FROM INDICATIONS ON DRAWINGS. ALL NEW WORK RELATED TO OR AFFECTED BY EXISTING CONDITIONS SHALL BE MODIFIED TO ACHIEVE THE INTENT OF THE DRAWINGS (COORDINATE WITH ARCHITECT AND OWNER), THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE OWNER AND THE ARCHITECT BEFORE PROCEEDING WITH DIRECTLY AFFECTED DEMOLITION OR CONSCTRUCTION.

5.

THE CONTRACTOR SHALL SURVEY PROJECT SITE BEFORE BEGINNING ANY WORK TO VERIFY EXISTING CONDITIONS, REPORT ANY DISCREPANCIES TO OWNER AND ARCHITECT BEFORE BEGINNING WORK.

6.

PRIOR TO ANY NEW WORK, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT OF ANY UNFORESEEN EXISTING CONDITIONS IN NEED OF REPAIR OR WHICH MAY CAUSE DAMAGE TO THE NEW WORK. THE CONTRACTOR SHALL NOTIFY AND ALLOW SUFFICIENT TIME FOR THE OWNER AND ARCHITECT TO INSPECT THE CONDITION OF THE EXPOSED WORK PRIOR TO INSTALLING NEW CONSTRUCTION.

7.

8.

INFORMATION CONTAINED ON THESE DRAWINGS IS PROVIDED FOR THE CONVINIENCE OF THE GENERAL CONTRACTOR IN EXECUTING THE OWRK, EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF SUCH CONDITIONS. ALL ITEMS ON PLANS, ELEVATIONS AND DETAILS FOR NEW CONSTRUCTION SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED.

INDEX ARCHITECTURAL A000 A001 A100 A101 A102 A201 A202 A203 A204 A205 A300 A301 A302 A303 A304 A400 A401 A500 A501 A502 A503 A600 E201 E202

COVER SURVEY SITE PLAN FOUNDATION PLAN FOUNDATION PLAN -GARAGES FIRST FLOOR PLAN - MAIN HOUSE FIRST FLOOR - GARAGES SECOND FLOOR PLAN ROOF PLAN - MAIN HOUSE ROOF PLAN - GARAGES FRONT ELEVATION RIGHT SIDE ELEVATION REAR ELEVATION LEFT SIDE ELEVATION 3D PERSPECTIVES BUILDING SECTIONS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS TYPICAL DETAILS POOL DECK SCHEDULES FIRST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN

SQUARE FOOTAGE SUMMARY LGP LP M201 M203 S100 S101 S201 S301

GRADING PLAN LANDSCAPE PLAN MECHANICAL FF MECHANICAL SF STRUCTURAL NOTES STRUCTURAL FOUNDATION PLAN STRUCTURAL DETAILS STRUCTURAL DETAILS

SQUARE FOOTAGE SUMMARY FIRST FLOOR (CONDITIONED) : SECOND FLOOR (CONDITIONED) :

2,610 SQ. FT. 2,224 SQ. FT.

TOTAL (CONDITIONED) :

4,834 SQ. FT.

FIRST FLOOR PORCHES (COVERED) : SECOND FLOOR PORCHES (COVERED) : GARAGES (COVERED & ENCLOSED) :

898 SQ. FT. 563 SQ. FT. 1340 SQ. FT.

TOTAL (NON- CONDITIONED) :

2,801 SQ. FT.

GROSS TOTAL:

7,635 SQ. FT.

SITE CALCULATIONS SITE AREA: CONDITIONED FOOTPRINT : GARAGE FOOTPRINT: PORCH FOOTPRINT : STAIRS & TERRACE: DRIVE & SERVICE YARD: POOL & POOL DECK: TOTAL IMPERVIOUS: % IMPERVIOUS:

53,387 SQ. FT. 2,610 SQ. FT. 1,343 SQ .FT. 1,080 SQ. FT. 240 SQ. FT. 2,079 SQ. FT. 1,113 SQ. FT. 8,465 SQ. FT. 15.86%

CODE SUMMARY NAME OF PROJECT: ADDRESS:

THE STEWART RESIDENCE LOT #354 (144) LANCASTER BLVD BERKELEY HALL BLUFFTON, SC

PROPOSED USE: SINGLE FAMILY RESIDENTIAL OWNER / CONTACT PERSON: RHETT JEFFCOAT, RANDY JEFFCOAT BUILDERS CODE ENFORCEMENT JURISDICTION: BEAUFORT COUNTY

BUILDING DATA:

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

GENERAL NOTES

STEWART RESIDENCE

SEAL

REVISIONS

OCCUPANCY CLASSIFICATION: RESIDENTIAL GROUP R-3  MIXED OCCUPANCY: Yes _______ No _______ CONSTRUCTION TYPE: I-A I-B II-A III-A IV V-A   MIXED CONSTRUCTION: Yes _______ No _______  SPRINKLERED: Yes _______ No _______  FIRE DISTRICT: Yes _______ No _______ MEZZANINE: Yes _______ No _______  HIGH RISE: Yes _______ No _______  BUILDING HEIGHT: NO STORIES: UNITS: BEDS: BATHS:

49'-3" ABV GRADE _________________________ 2 _____ 1 _____ 4 _____ 4.5 _____

FLOOD ZONE: BASE FLOOD ELEV:

A-8 _____ 14'-0" _____

TYPE OF SEWAGE: FRAME TYPE:

SEWER ____________ WOOD ____________

12-13-2021

REV 1 - FRAMING REV

N/A Separation ________________ Hr. III-B II-B V-B N/A Type __________

brent robinson, architect

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

A000

COVER

144 Lancaster Blvd- Foundation Plan FOUNDATION NOTES

90' - 8" 19' - 0"

52' - 6" 15' - 0"

22' - 6"

15' - 0"

6' - 0"

3' - 0"

GENERAL CONTRACTOR NOTE: ADJUST TOP OF SLAB, WALL, AND ROOF BEARING PLATES AS REQUIRED FOR CHANGES IN STRUCTURAL MEMBER SIZES OR EXISTING SITE CONDITIONS.

10' - 2"

3' - 6"

11' - 6"

3' - 6"

7' - 6"

SEE COVER PAGE FOR NOTES AND LIMITATIONS TO ARCHITECTURAL SCOPE OF SERVICES.

19' - 2"

G.C. / OWNER TO COORDINATE ALL IN-SLAB ELECTRICAL AND PLUMBING REQUIREMENTS WITH APPROPRIATE SUBCONTRACTOR TRADES PRIOR TO PLACING SLAB.

DIMENSION NOTES: DIMENSIONS ARE TO THE EDGE OF FOUNDATION AND FRAMING. U.O.N. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT WITH ANY DISCREPANCIES.

2' - 0"

5' - 4 9/32"

5' - 7 23/32"

2' - 0"

2' - 0"

2' - 0" 7' - 6"

8' - 6"

7' - 6"

4' - 6"

CONCRETE TURN-DOWN EDGE / THICKENED SLAB

8' - 6"

2' - 0"

BUNDLED STUD ABOVE ENG. BEAM BY OTHERS TYP.

1' - 4"

5' - 4"

3' - 0"

5' - 11"

4' - 1"

6' - 8"

4' - 8"

9' - 6"

6' - 4"

10' - 2"

2' - 0" 1' - 8" 1' - 4" 9' - 0"

7' - 6"

2' - 0"

5' - 0"

6' - 8"

1' - 8"

7' - 10"

5' - 8"

1' - 4"

12' - 0"

13' - 2"

brent robinson, architect

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

2' - 0" 3' - 0"

13' - 0"

2' - 8" 2' - 0"

8' - 6"

2' - 0"

6' - 0"

7' - 6"

4' - 0"

2' - 8" 8' - 8"

2' - 0"

REVISIONS 1-

1' - 10"

4' - 2"

4' - 6"

0"

3' - 0"

0"

13' - 0"

6' - 10"

13' - 8"

10' - 3"

9' - 10"

4' - 6"

14' - 0"

15' - 0"

4' - 6"

2' - 4"

14' - 0"

2' - 0"

2' - 0"

5' - 0"

4" WALL

7' - 6"

13' - 8"

4' - 8"

10' - 0"

19' - 0"

6" WALL

2' - 0"

6' - 5" 7' - 2 31/32"

2' - 8"

5' - 4"

CONCRETE SLAB BACKFILL DIRT

3' - 4"

13' - 8"

5' - 0" 2' - 0"

5' - 2"

KEY

SEAL

8" CMU WALL

5' - 1"

7' - 6"

TYPICAL REINFORCED CMU PIER FOOTINGS AT CONNECTING GRADE BEAM ARE TO BE 12" DEEP x 30" WIDE, CAST IN PLACE CONCRETE WITH (2) #5 REINFORCING BARS, CONTINUOUS. SEE STRUCTURAL ENGINEERING DOCUMENTS FOR GRADE BEAM/FOOTING CONNECTION DETAILS.

5' - 6"

2' - 0" 6' - 8" 2' - 0"

2' - 0" 1' - 4"

2' - 0"

4' - 6"

2' - 0"

2' - 0"

6' - 9"

6' - 3"

3' - 0"

2' - 0"

2' - 0" 0"

3' - 6"

7' - 6"

9' - 0"

7' - 4"

7' - 0"

20' - 6"

3' - 3"

8' - 4" 2' - 0"

4' - 10"

6' - 9"

7' - 6"

FIRM SEAL

TYPICAL SLAB ON GRADE : SLAB ON GRADE TO BE 4" THICK, CAST IN PLACE CONCRETE ON 6 MIL. POLYETHYLENE VAPOR BARRIER WITH MINIMUM 16"x20" (20"x20" AT ANY TWO STORY LOCATIONS) TURNED DOWN EDGE (EXTENDING MINIMUM 1'-0" INTO UNDISTURBED SOIL) WITH (2) #5 REINFORCING BARS, CONTINUOUS AND 6x6 10/10 W.W.F. SUPPORT REINFORCING DURING CONCRETE PLACEMENT PER IRC R506.2.4.

TYPICAL REINFORCED CMU PIER FOOTINGS AT CONCRETE MASONRY UNIT PIER ARE TO BE MINIMUM 12" DEEP x 30" WIDE , CAST IN PLACE CONCRETE WITH (3) #5 REINFORCING BARS EACH DIRECTION, AND (4 TOTAL) #5 BARS EXTENDING TO MINIMUM 2'-0" OVERLAP WITH REINFORCING IN CMU PIER. CONCRETE MASONRY UNIT PIER IS TO BE CONSTRUCTED OF 8" x 24" x 16" BLOCK WITH HORIZONTAL BED REINFORCING AT 8" OC AND (4 TOTAL) #5 REINFORCING BARS WITH DOWELS TO MATCH. (WITH 2'-0" MINIMUM OVERLAP FROM FOOTING TO TOP OF CMU WALL) FILL ALL CELLS.

3' - 9"

5' - 6"

11' - 0"

13' - 2"

2' - 0"

2' - 0"

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

7' - 7"

2' - 8"

2' - 0" 6' - 6" 2' - 0"

2' - 0"

4' - 0 1/32"

6' - 2"

7' - 5"

2' - 8"

TYPICAL THICKENED SLAB : THICKENED SLAB AT CRITICAL BEARING POINTS IS TO BE A MINIMUM OF 1'-0" DEEP BY 1'-8" WIDE, CENTERED ON WALL, UNLESS OTHERWISE NOTED, WITH (2) #5 REINFORCING BARS, CONTINUOUS WITH 6x6 W.W.F. SUPPORT REINFORCING DURING CONCRETE PLACEMENT PER IRC R506.2.4.

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

2' - 0"

13' - 0"

2' - 0"

AT ALL RETAINING/FOUNDATION WALL LOCATIONS WITH FILL, WALLS TO BE CMU WITH BITUMINOUS COATING AND VERTICAL DRAINAGE MAT (ENKADRAIN) ON THE DIRT SIDE, GRAVEL BASE, AND DRAINAGE PIPE WITH SLEEVE DISCHARGE TO EXTERIOR. SLOPE ALL WATER/DRAINAGE TO EXTERIOR OF RETAINING WALL.

STEWART RESIDENCE

3' - 6" 4' - 10"

FOUNDATION NOTES: STRUCTURAL ENGINEERING DOCUMENTS SUPERCEDE ARCH. DOCUMENTS AND SCHEDULES WITH REGARD TO SIZE OF STRUCTURAL MEMBERS, PLACEMENT, AND CONNECTION DETAILS. UNLESS OTHERWISE NOTED BY TYPICAL WALL SECTIONS, STRUCTURAL ENGINEER, OR STRUCTURAL DRAWINGS, FOUNDATION IS TO BE AS FOLLOWS:

2' - 0"

1' - 4"

4' - 6"

4' - 10"

7' - 6"

6' - 8"

54' - 0"

4' - 6"

9' - 2"

2' - 0"

2' - 0"

51' - 2"

2' - 0"

3' - 0"

3' - 0"

4' - 0"

2' - 0"

2' - 10"

8" 10"0" 2' - 0"

UP

15' - 0" 6' - 5 31/32"

6' - 0"

22' - 6"

15' - 0"

2' - 0"

7' - 6"

4' - 8"

15' - 0"

2' - 0"

2' - 0"

4' - 4"

6' - 0"

2' - 0"

1' - 4"

5' - 8"

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY

3' - 0"

SHEET NO.

1

FOUNDATION PLAN 1/4" = 1'-0"

1 / A102

1 / A102

A101

FOUNDATION PLAN

144 Lancaster Blvd- Foundation Plan Garages FOUNDATION NOTES SEE COVER PAGE FOR NOTES AND LIMITATIONS TO ARCHITECTURAL SCOPE OF SERVICES. GENERAL CONTRACTOR NOTE: ADJUST TOP OF SLAB, WALL, AND ROOF BEARING PLATES AS REQUIRED FOR CHANGES IN STRUCTURAL MEMBER SIZES OR EXISTING SITE CONDITIONS. G.C. / OWNER TO COORDINATE ALL IN-SLAB ELECTRICAL AND PLUMBING REQUIREMENTS WITH APPROPRIATE SUBCONTRACTOR TRADES PRIOR TO PLACING SLAB.

DIMENSION NOTES: DIMENSIONS ARE TO THE EDGE OF FOUNDATION AND FRAMING. U.O.N. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT WITH ANY DISCREPANCIES. FOUNDATION NOTES: STRUCTURAL ENGINEERING DOCUMENTS SUPERCEDE ARCH. DOCUMENTS AND SCHEDULES WITH REGARD TO SIZE OF STRUCTURAL MEMBERS, PLACEMENT, AND CONNECTION DETAILS. UNLESS OTHERWISE NOTED BY TYPICAL WALL SECTIONS, STRUCTURAL ENGINEER, OR STRUCTURAL DRAWINGS, FOUNDATION IS TO BE AS FOLLOWS: AT ALL RETAINING/FOUNDATION WALL LOCATIONS WITH FILL, WALLS TO BE CMU WITH BITUMINOUS COATING AND VERTICAL DRAINAGE MAT (ENKADRAIN) ON THE DIRT SIDE, GRAVEL BASE, AND DRAINAGE PIPE WITH SLEEVE DISCHARGE TO EXTERIOR. SLOPE ALL WATER/DRAINAGE TO EXTERIOR OF RETAINING WALL.

TYPICAL THICKENED SLAB : THICKENED SLAB AT CRITICAL BEARING POINTS IS TO BE A MINIMUM OF 1'-0" DEEP BY 1'-8" WIDE, CENTERED ON WALL, UNLESS OTHERWISE NOTED, WITH (2) #5 REINFORCING BARS, CONTINUOUS WITH 6x6 W.W.F. SUPPORT REINFORCING DURING CONCRETE PLACEMENT PER IRC R506.2.4.

2' - 0" 5' - 11"

4' - 1"

6' - 8"

4' - 8"

3' - 0"

9' - 6"

6' - 4"

3' - 0"

TYPICAL REINFORCED CMU PIER FOOTINGS AT CONNECTING GRADE BEAM ARE TO BE 12" DEEP x 30" WIDE, CAST IN PLACE CONCRETE WITH (2) #5 REINFORCING BARS, CONTINUOUS. SEE STRUCTURAL ENGINEERING DOCUMENTS FOR GRADE BEAM/FOOTING CONNECTION DETAILS.

0"

10' - 2"

7' - 6"

2' - 0"

5' - 0"

6' - 8"

1' - 8"

7' - 10"

13' - 0"

2' - 8" 2' - 0"

8' - 6"

9' - 0" 6' - 0"

2' - 0"

4' - 0"

2' - 8" 8' - 8"

7' - 6"

CONCRETE TURN-DOWN EDGE / THICKENED SLAB CONCRETE SLAB

5' - 8"

1' - 4"

12' - 0"

1' - 4"

5' - 8"

4" WALL BUNDLED STUD ABOVE

13' - 2"

ENG. BEAM BY OTHERS TYP.

3' - 0"

4" THICK HARDROCK CONCRETE SLAB W/ TURNDOWN EDGE PER STRUCTURAL ENGINEERS NOTES & DETAILS

AREA OF SLAB TURNDOWN PER STRUCTURAL ENGINEER NOTES & DETAILS

27' - 6"

REVISIONS

AREA OF SLAB TURNDOWN PER STRUCTURAL ENGINEER NOTES & DETAILS

24' - 0"

6' - 0"

10' - 0" 5' - 4"

12' - 0" 32' - 0" 90' - 8"

1

FOUNDATION PLAN - GARAGES 1/4" = 1'-0"

10' - 0"

6' - 0" 5' - 4"

12' - 0" 24' - 0"

6' - 0"

1-

brent robinson, architect

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

2' - 0" 12' - 0"

6" WALL

2' - 0" 3' - 0"

4" THICK HARDROCK CONCRETE SLAB W/ TURNDOWN EDGE PER STRUCTURAL ENGINEERS NOTES & DETAILS

6' - 0"

BACKFILL DIRT

8" CMU WALL

1' - 10"

4' - 2"

2' - 0"

KEY

4' - 6"

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

5' - 0" 2' - 0" 10' - 0" 35' - 0"

16' - 0"

19' - 0"

9' - 0"

5' - 4"

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

6' - 10"

1' - 4"

SEAL

STEWART RESIDENCE

9' - 10"

13' - 0"

4' - 8"

13' - 8"

10' - 3"

5' - 4"

13' - 8"

5' - 0" 2' - 0"

5' - 2"

4' - 6"

14' - 0"

15' - 0"

TYPICAL REINFORCED CMU PIER FOOTINGS AT CONCRETE MASONRY UNIT PIER ARE TO BE MINIMUM 12" DEEP x 30" WIDE , CAST IN PLACE CONCRETE WITH (3) #5 REINFORCING BARS EACH DIRECTION, AND (4 TOTAL) #5 BARS EXTENDING TO MINIMUM 2'-0" OVERLAP WITH REINFORCING IN CMU PIER. CONCRETE MASONRY UNIT PIER IS TO BE CONSTRUCTED OF 8" x 24" x 16" BLOCK WITH HORIZONTAL BED REINFORCING AT 8" OC AND (4 TOTAL) #5 REINFORCING BARS WITH DOWELS TO MATCH. (WITH 2'-0" MINIMUM OVERLAP FROM FOOTING TO TOP OF CMU WALL) FILL ALL CELLS.

0"

2' - 4"

4' - 6"

2' - 0"

14' - 0"

13' - 8"

7' - 6"

2' - 8" 5' - 1"

7' - 6"

7' - 2 31/32"

2' - 0"

2' - 0" 1' - 4"

2' - 0"

TYPICAL SLAB ON GRADE : SLAB ON GRADE TO BE 4" THICK, CAST IN PLACE CONCRETE ON 6 MIL. POLYETHYLENE VAPOR BARRIER WITH MINIMUM 16"x20" (20"x20" AT ANY TWO STORY LOCATIONS) TURNED DOWN EDGE (EXTENDING MINIMUM 1'-0" INTO UNDISTURBED SOIL) WITH (2) #5 REINFORCING BARS, CONTINUOUS AND 6x6 10/10 W.W.F. SUPPORT REINFORCING DURING CONCRETE PLACEMENT PER IRC R506.2.4.

1 / A101

1 / A101

FIRM SEAL

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

A102

FOUNDATION PLANGARAGES

144 Lancaster Blvd- 1st Floor Plan Main House 90' - 8" 19' - 0"

52' - 6" 11' - 6"

15' - 0"

19' - 2"

22' - 6"

15' - 0"

6' - 0"

3' - 0"

FRAMING NOTES

10' - 2"

SEE COVER PAGE FOR NOTES AND LIMITATIONS TO ARCHITECTURAL SCOPE OF SERVICES. GENERAL CONTRACTOR NOTE: ADJUST TOP OF SLAB, WALL, AND ROOF BEARING PLATES AS REQUIRED FOR CHANGES IN STRUCTURAL MEMBER SIZES OR EXISTING SITE CONDITIONS.

2

GC/OWNER TO COORDINATE ALL IN-SLAB ELECTRICAL AND PLUMBING REQUIREMENTS WITH APPROPRIATE SUBCONTRACTOR TRADES PRIOR TO PLACING SLAB.

6' - 0"

A400

1

DIMENSION NOTES: DIMENSIONS ARE TO THE EDGE OF FOUNDATION AND FRAMING, U.O.N..

DO NOT SCALE DRAWINGS. CONTACT ARCHITECT WITH ANY DISCREPANCIES.

A400

A

4' - 0"

7' - 6"

A

3' - 3"

3' - 3"

A

B

A

PLUMBING NOTES: G.C / OWNER TO COORDINATE LOCATION OF EXTERIOR HOSE BIBBS. FRAMING NOTES: STRUCTURAL ENGINEERING DOCUMENTS SUPERSEDE ARCHITECTURAL DOCUMENTS AND SCHEDULES WITH REGARD TO SIZE OF STRUCTURAL MEMBERS, PLACEMENT, AND CONNECTION DETAILS.

A

A500

14'-0" x 12'-6" WOOD

WALLS:

3' - 0"

E04

EXTERIOR: 1/2" PLYWOOD SHEATHING (EXTERIOR SIDE) ON 2x6'S AT 16" O.C. WITH BLOCKING AT MIDSPAN.

3' - 0"

INTERIOR: 2x4'S AND 2x6'S AT 16" O.C. WITH BLOCKING AT MIDSPAN.

A 32

FIRST FLOOR SYSTEM:

1

A500 10' - 0"

6'-0" x 9'-6" WOOD

MASTER SUITE

59

36" GAS RANGE

HIS WIC

V.I.F.

2' - 6"

1' - 4"

16' - 0"

6'-0" x 7'-0" WOOD

31

3' - 2"

5' - 0"

CONCRETE SLAB FLOOR WITH THICK SET STONE OR TILE IN OTHER LOCATIONS. SEE TYPICAL WALL SECTIONS AND DETAILS FOR VARIOUS CONNECTION DETAILS.

4' - 6"

30

PORCH FLOOR SYSTEM:

A

33 D

2' - 10"

6"

2' - 8"

1' - 2"

3' - 0" 3 1/2"

6' - 6 1/2"

3' - 1"

2' - 5"

3' - 4"

3' - 1 1/2"

OVENS

4' - 0"

3' - 6"

3' - 8"

5' - 4"

13'-8" x 4'-0" WOOD

E01 4' - 6"

4' - 4"

28

5' - 9"

A

ENTRY PORCH 32'-0" x 6'-0" COMPOSITE DECKING

5' - 9" 11' - 6"

5' - 9"

9' - 0"

2' - 2"

40" REGENCY CORNER F.P. OR EQ

SHOWER 7'-0" x 3'-1"

5' - 0"

DN

4' - 6"

5' - 9" 11' - 6"

E

8' - 4"

8"

5' - 4"

6' - 2"

6' - 2"

A

3' - 1"

5' - 6" W/D

OWNERS ENTRY

10'-6" x 12'-2" WOOD

34

UP

DW

2' - 0" 1' - 6"

DOG WASH

3' - 6"

7' - 10"

DN

8X16 SMART VENT

ROOF RAFTERS: 1/2" EXT SHEATHING, NAILED ON 2x10'S WITH SIMPSON HURRICANE CLIPS AT 16" O.C. SEE TYPICAL WALL SECTIONS FOR VARIOUS CONNECTION DETAILS. IF PRE-ENGINEERED WOOD ROOF TRUSSES ARE INSTALLED IN LIEU OF SPECIFIED MATERIALS, TRUSS MANUFACTURER IS TO PROVIDE SHOP DRAWINGS, SUPPORT AND CONNECTION DETAILS, AND SIZES FOR ARCHITECT/ENGINEER APPROVAL.

ALL DIMENSIONS ARE TO EDGE OF SLAB, BLOCK, AND FRAMING AND ARE INDEPENDENT FROM ALL BRICK LEDGES. G.C. TO COORDINATE SIZE AND LOCATIONS OF ADDITIONAL BRICK LEDGES WITH PLANS, ELEVATIONS, AND DETAILS.

KEY CONCRETE TURN-DOWN EDGE / THICKENED SLAB CONCRETE SLAB

DOG RUN

E10

BACKFILL DIRT 6" WALL

2 3' - 0"

10' - 0" 19' - 0"

5' - 0"

5' - 4"

7' - 0" 12' - 0" 32' - 0"

1 / A202

1' - 8"

10' - 0" 5' - 4"

3' - 0"

7' - 10"

13' - 2"

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

2 A400

FIRST FLOOR - MAIN HOUSE 1/4" = 1'-0"

8' - 4"

REV 1 - FRAMING REV

brent robinson, architect

1 / A202 542 SF BELOW FLOOD = 3 SMART VENTS @ 200 SF COVERAGE EACH REQUIRED

1

2' - 6"

ENG. BEAM BY OTHERS TYP.

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

A 2' - 6"

12-13-2021

8X16 SMART VENT

E11

8' - 4"

REVISIONS

BUNDLED STUD ABOVE

8" CMU WALL

3' - 0"

E07

1' - 8"

4" WALL

A401

10' - 2"

3' - 0"

E06 5' - 4"

7' - 0" 2' - 0"

8X16 SMART VENT

9'-0" x 7'-8" WOOD

2' - 8"

2' - 8"

SERVICE YARD

7' - 2"

4' - 6"

2

1' - 7"

26

COAT CLOSET

1' - 5"

FOYER

PANTRY

21 DN

3' - 1"

2x8'S AT 16" O.C. (2x10'S FOR CERTAIN SPANS)

6' - 0"

5'x4"x 7'-6" WOOD

22

H 3' - 1"

D

4' - 9"

3' - 7"

MUDROOM

20

9' - 0"

1' - 5"

5' - 0"

PWDR 6'-4" x 4'-0" TILE

2' - 9"

4' - 11"

A

A401

H

6' - 10"

8' - 6"

B

2' - 0"

5' - 0"

2' - 0"

11'-0" X 15'-0" WOOD

16

2' - 11"

5' - 6"

3' - 6"

27' - 0"

3' - 4"

ATTIC CEILING JOISTS / PORCH CEILING:

1

A401

8' - 3 1/2"

2' - 10"

55 23

REF

1' - 8"

3' - 3"

DEN/FLEX SPACE

10' - 0"

4' - 7"

3' - 7"

2' - 0"

18

3' - 0"

2' - 3"

12'-0" x 13'-0" TILE

27 1

B

3' - 3"

4' - 8"

3/4" T&G PLYWOOD, GLUED AND NAILED ON 2x12'S AT 16" O.C. SEE TYPICAL WALL SECTIONS AND DETAILS FOR VARIOUS CONNECTION DETAILS. NOTE: IF TRUSS JOISTS (OR SIM.) ARE USED IN LIEU OF SPECIFIED MATERIALS, TRUSS MANUFACTURER IS TO PROVIDE SHOP DRAWINGS, SUPPORT AND CONNECTION DETAILS, AND BEAM SIZES FOR ARCHITECT/ENGINEER APPROVAL.

9' - 5"

5' - 4"

ATTIC FLOOR SYSTEM: (ONLY EXTENT TO BE DETERMINED BY G.C.)

2' - 0"

5' - 0"

29

8X16 SMART VENT

5' - 9"

17

5' - 0"

19 5' - 9"

3' - 3"

5' - 6"

A

MASTER BATH

10" 1' - 7 1/2"

UP

E05

8' - 6"

3' - 1 1/2"

6"

25

16' - 0"

2' - 0"

2' - 6"

A500

5' - 9"

24" TRASH

3

3' - 0"

13' - 6"

42" GAS F.P.

3/4" T&G PLYWOOD, GLUED AND NAILED ON 16" OPEN WEB WOOD TRUSS SYSTEM (LAYOUT AND SPACING BY STRUCTURAL ENG). SEE TYPICAL WALL SECTIONS AND DETAILS FOR VARIOUS CONNECTION DETAILS, NOTE: IF TRUSS JOISTS (OR SIM.) ARE USED IN LIEU OF SPECIFIED MATERIALS, TRUSS MANUFACTURER IS TO PROVIDE SHOP DRAWINGS, SUPPORT AND CONNECTION DETAILS, AND BEAM SIZES FOR ARCHITECT/ENGINEER APPROVAL.

13' - 6"

16'-0" x 22'-6" WOOD

20'-6" x 17'-0" WOOD

5' - 0"

15' - 0"

KITCHEN

9' - 0"

42' - 6"

PASS THRU WINDOW

13'-6" x 14'-6" WOOD

5' - 6"

LIVING AREA

24" DW

SEAL

SECOND FLOOR SYSTEM:

15' - 0"

HER WIC

10'-10"x25'-6" COMPOSITE DECKING

10' - 2"

8' - 6"

A

6' - 6"

6' - 3"

24

3/4" T&G PLYWOOD, GLUED AND NAILED ON 16" OPEN WEB WOOD TRUSS SYSTEM (LAYOUT AND SPACING BY STRUCTURAL ENG). SEE TYPICAL WALL SECTIONS AND DETAILS FOR VARIOUS CONNECTION DETAILS, NOTE: IF TRUSS JOISTS (OR SIM.) ARE USED IN LIEU OF SPECIFIED MATERIALS, TRUSS MANUFACTURER IS TO PROVIDE SHOP DRAWINGS, SUPPORT AND CONNECTION DETAILS, AND BEAM SIZES FOR ARCHITECT/ENGINEER APPROVAL.

2' - 8"

E02

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

2' - 0" 2' - 6"

4' - 0"

SCREENED PORCH

F

FRAMING IS TO BE AS FOLLOWS:

EQ V.I.F.

E56

1

FIRM SEAL

UNLESS OTHERWISE NOTED BY TYPICAL WALL SECTIONS, STRUCTURAL ENGINEER, OR STRUCTURAL DRAWINGS.

2' - 2"

EQ

3'-6" x 8'-2" TILE

2

OFFICE

42" VENT FREE F.P.

13' - 0"

22'-6" x 17'-6" COMPOSITE DECKING

2' - 9 1/2"

POOL PWDR

9' - 3"

COVERED PORCH

1

10' - 6"

14'-0" x 12'-6" WOOD

8' - 6"

4' - 5"

DINING ROOM

4' - 0"

23*

A401

FINISH NOTES: FLOOR, WALL, CEILING, FINISHES AND INTERIOR TRIM ARE TO BE DETERMINED BY THE GENERAL CONTRACTOR AND OWNER. GENERAL CONTRACTOR TO ADJUST SLAB, WALLS, AND CEILING TO ACCOMMODATE OWNER SPECIFIC FINISHES AND TRIM.

4' - 3"

DOOR OPENINGS SET 6" OFF INTERSECTING WALL, UNLESS OTHERWISE DIMENSIONED.

7' - 6" 9' - 0"

4' - 3"

A 2' - 6"

B

2' - 6"

A

4' - 3" 4' - 6"

3' - 3"

2' - 6"

3' - 3"

11' - 6"

4' - 3"

4' - 6"

7' - 6"

3' - 0"

CABINET & EQUIPMENT NOTES: CABINET LAYOUTS ARE PROVIDED FOR DESIGN CONFIGURATION ONLY. EXACT LAYOUT AND PLACEMENT OF FIXTURES, APPLIANCES, CABINETS, AND COUNTERTOPS ARE TO BE DETERMINED IN COORDINATION WITH OWNER AND GENERAL CONTRACTOR.

STEWART RESIDENCE

7' - 6"

1 A400

A201

FIRST FLOOR PLANMAIN HOUSE

144 Lancaster Blvd- Floor Plan Garages FRAMING NOTES SEE COVER PAGE FOR NOTES AND LIMITATIONS TO ARCHITECTURAL SCOPE OF SERVICES. GENERAL CONTRACTOR NOTE: ADJUST TOP OF SLAB, WALL, AND ROOF BEARING PLATES AS REQUIRED FOR CHANGES IN STRUCTURAL MEMBER SIZES OR EXISTING SITE CONDITIONS. GC/OWNER TO COORDINATE ALL IN-SLAB ELECTRICAL AND PLUMBING REQUIREMENTS WITH APPROPRIATE SUBCONTRACTOR TRADES PRIOR TO PLACING SLAB.

DIMENSION NOTES: DIMENSIONS ARE TO THE EDGE OF FOUNDATION AND FRAMING, U.O.N..

DO NOT SCALE DRAWINGS. CONTACT ARCHITECT WITH ANY DISCREPANCIES. CABINET & EQUIPMENT NOTES: CABINET LAYOUTS ARE PROVIDED FOR DESIGN CONFIGURATION ONLY. EXACT LAYOUT AND PLACEMENT OF FIXTURES, APPLIANCES, CABINETS, AND COUNTERTOPS ARE TO BE DETERMINED IN COORDINATION WITH OWNER AND GENERAL CONTRACTOR. FINISH NOTES: FLOOR, WALL, CEILING, FINISHES AND INTERIOR TRIM ARE TO BE DETERMINED BY THE GENERAL CONTRACTOR AND OWNER. GENERAL CONTRACTOR TO ADJUST SLAB, WALLS, AND CEILING TO ACCOMMODATE OWNER SPECIFIC FINISHES AND TRIM. PLUMBING NOTES: G.C / OWNER TO COORDINATE LOCATION OF EXTERIOR HOSE BIBBS. FRAMING NOTES: STRUCTURAL ENGINEERING DOCUMENTS SUPERSEDE ARCHITECTURAL DOCUMENTS AND SCHEDULES WITH REGARD TO SIZE OF STRUCTURAL MEMBERS, PLACEMENT, AND CONNECTION DETAILS.

HIS WIC

31

33

6"

17 5' - 4"

2' - 0"

B

3' - 3"

DEN/FLEX SPACE

4' - 8"

2' - 3"

2' - 10"

3' - 4"

2' - 10"

6"

23

REF

16

H PWDR 6'-4" x 4'-0" TILE

1' - 5"

3' - 1"

8' - 6"

3' - 3"

1' - 2"

MUDROOM

OVENS

5'x4"x 7'-6" WOOD

3' - 0" 3 1/2"

3' - 1 1/2"

2' - 9"

2' - 5"

34

27

3' - 1"

UP

DN

13'-8" x 4'-0" WOOD

28

4' - 6"

DOG WASH

9' - 0"

E06

4' - 11" 8' - 6"

5' - 9" 11' - 6"

E

8' - 4"

7' - 10"

E10

DN

3' - 0"

A401

10' - 2" 3' - 0"

8X16 SMART VENT

ROOF RAFTERS: 1/2" EXT SHEATHING, NAILED ON 2x10'S WITH SIMPSON HURRICANE CLIPS AT 16" O.C. SEE TYPICAL WALL SECTIONS FOR VARIOUS CONNECTION DETAILS. IF PRE-ENGINEERED WOOD ROOF TRUSSES ARE INSTALLED IN LIEU OF SPECIFIED MATERIALS, TRUSS MANUFACTURER IS TO PROVIDE SHOP DRAWINGS, SUPPORT AND CONNECTION DETAILS, AND SIZES FOR ARCHITECT/ENGINEER APPROVAL.

8' - 4" 10' - 0"

2' - 6"

7' - 0" 12' - 0"

2' - 6"

8' - 4"

1' - 8"

ALL DIMENSIONS ARE TO EDGE OF SLAB, BLOCK, AND FRAMING AND ARE INDEPENDENT FROM ALL BRICK LEDGES. G.C. TO COORDINATE SIZE AND LOCATIONS OF ADDITIONAL BRICK LEDGES WITH PLANS, ELEVATIONS, AND DETAILS.

7' - 6"

18' - 10"

A 1' - 8"

10' - 0"

32' - 0"

5' - 4"

3' - 0"

7' - 10"

13' - 2" 7' - 9"

16' - 0"

7' - 6"

8' - 0"

E07

5' - 4"

KEY

27' - 6"

2- CAR GARAGE

A401

23'-0" x 26'-6" EPOXY COATED CONCRETE

B

11' - 0"

6' - 0"

8' - 0"

3' - 0"

3

1

A

2 A400

A

3' - 3" 12' - 0"

8X16 SMART VENT

1

24' - 0"

EQ 5' - 4"

32' - 0" 42' - 8"

brent robinson, architect

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

8X16 SMART VENT

2' - 0"

4' - 4 1/2" 6' - 0"

ENG. BEAM BY OTHERS TYP.

5' - 4"

EQ 6' - 0"

4' - 4 1/2" A

3' - 3" 12' - 0" 24' - 0"

A 4' - 4 1/2"

REVISIONS 1-

A

A400

4' - 4 1/2"

BACKFILL DIRT

BUNDLED STUD ABOVE

6' - 0"

4' - 9"

E09

4' - 9"

11'-0" x 9'-0" EPOXY COATED CONCRETE

CONCRETE SLAB

8" CMU WALL

NOTE: ALL MATERIALS BELOW FLOOD TO BE WATER RESISTANT, ALL WOOD PRODUCTS TO BE PRESSURE TREATED. GYPSUM PRODUCTS TO BE TYPE X WHERE REQUIRED PER CODE

E13

6' - 0"

9' - 0"

CART

A401

CONCRETE TURN-DOWN EDGE / THICKENED SLAB

4" WALL

798 SF BELOW FLOOD = 4 SMART VENTS @ 200 SF COVERAGE EACH REQUIRED

4' - 3"

4' - 3"

A501

B

3

6" WALL

7' - 9"

8X16 SMART VENT

6' - 0"

27' - 6"

542 SF BELOW FLOOD = 3 SMART VENTS @ 200 SF COVERAGE EACH REQUIRED

NOTE: ALL MATERIALS BELOW FLOOD TO BE WATER RESISTANT, ALL WOOD PRODUCTS TO BE PRESSURE TREATED. GYPSUM PRODUCTS TO BE TYPE X WHERE REQUIRED PER CODE

3/4" T&G PLYWOOD, GLUED AND NAILED ON 2x12'S AT 16" O.C. SEE TYPICAL WALL SECTIONS AND DETAILS FOR VARIOUS CONNECTION DETAILS. NOTE: IF TRUSS JOISTS (OR SIM.) ARE USED IN LIEU OF SPECIFIED MATERIALS, TRUSS MANUFACTURER IS TO PROVIDE SHOP DRAWINGS, SUPPORT AND CONNECTION DETAILS, AND BEAM SIZES FOR ARCHITECT/ENGINEER APPROVAL. ATTIC CEILING JOISTS / PORCH CEILING:

E11

5' - 0"

ATTIC FLOOR SYSTEM: (ONLY EXTENT TO BE DETERMINED BY G.C.)

2x8'S AT 16" O.C. (2x10'S FOR CERTAIN SPANS)

8X16 SMART VENT

19' - 0"

CONCRETE SLAB FLOOR WITH THICK SET STONE OR TILE IN OTHER LOCATIONS. SEE TYPICAL WALL SECTIONS AND DETAILS FOR VARIOUS CONNECTION DETAILS.

2

3' - 7"

11' - 6"

5' - 9"

SEAL

3/4" T&G PLYWOOD, GLUED AND NAILED ON 16" OPEN WEB WOOD TRUSS SYSTEM (LAYOUT AND SPACING BY STRUCTURAL ENG). SEE TYPICAL WALL SECTIONS AND DETAILS FOR VARIOUS CONNECTION DETAILS, NOTE: IF TRUSS JOISTS (OR SIM.) ARE USED IN LIEU OF SPECIFIED MATERIALS, TRUSS MANUFACTURER IS TO PROVIDE SHOP DRAWINGS, SUPPORT AND CONNECTION DETAILS, AND BEAM SIZES FOR ARCHITECT/ENGINEER APPROVAL.

6' - 0"

8X16 SMART VENT

32'-0" x 6'-0" COMPOSITE DECKING

3' - 7"

7' - 0"

5' - 4"

A

ENTRY PORCH 5' - 9"

DOG RUN

3' - 0"

9' - 0"

2' - 0"

3' - 0"

SERVICE YARD

5' - 4"

A401

5' - 9"

2' - 0" 1' - 6"

2

7' - 2"

4' - 6"

10' - 0"

2' - 8"

DN

A

FIRST FLOOR SYSTEM: 3/4" T&G PLYWOOD, GLUED AND NAILED ON 16" OPEN WEB WOOD TRUSS SYSTEM (LAYOUT AND SPACING BY STRUCTURAL ENG). SEE TYPICAL WALL SECTIONS AND DETAILS FOR VARIOUS CONNECTION DETAILS, NOTE: IF TRUSS JOISTS (OR SIM.) ARE USED IN LIEU OF SPECIFIED MATERIALS, TRUSS MANUFACTURER IS TO PROVIDE SHOP DRAWINGS, SUPPORT AND CONNECTION DETAILS, AND BEAM SIZES FOR ARCHITECT/ENGINEER APPROVAL.

PORCH FLOOR SYSTEM:

9' - 5"

4' - 6"

40" REGENCY CORNER F.P. OR EQ

SECOND FLOOR SYSTEM:

OWNERS ENTRY

E01

10'-6" x 12'-2" WOOD

INTERIOR: 2x4'S AND 2x6'S AT 16" O.C. WITH BLOCKING AT MIDSPAN.

W/D

DW

PANTRY

A401

D

4' - 9"

SHOWER 7'-4" x 3'-1"

FOYER

20 21

6' - 6 1/2"

22 26

COAT CLOSET

1' - 5"

9'-0" x 7'-8" WOOD

A

2' - 8"

H 3' - 1"

2' - 11"

29

3' - 6"

55

11'-0" X 15'-0" WOOD

B

4' - 7"

27' - 0"

5' - 0"

EXTERIOR: 1/2" PLYWOOD SHEATHING (EXTERIOR SIDE) ON 2x6'S AT 16" O.C. WITH BLOCKING AT MIDSPAN.

1

13' - 6"

3' - 3"

5' - 9"

WALLS:

8' - 3 1/2"

19 5' - 9"

FRAMING IS TO BE AS FOLLOWS:

2' - 0"

A401

12'-0" x 13'-0" TILE

8X16 SMART VENT

A

5' - 0"

1

MASTER BATH

10" 1' - 7 1/2"

3' - 1 1/2"

UP

E05

18 16' - 0"

D

13' - 6"

25

UNLESS OTHERWISE NOTED BY TYPICAL WALL SECTIONS, STRUCTURAL ENGINEER, OR STRUCTURAL DRAWINGS.

2' - 9 1/2"

30

FIRM SEAL

DOOR OPENINGS SET 6" OFF INTERSECTING WALL, UNLESS OTHERWISE DIMENSIONED.

1 / A201

24" TRASH

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

1 / A201

STEWART RESIDENCE

6'-0" x 7'-0" WOOD

EQ

EQ 6' - 0"

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

1

FIRST FLOOR - GARAGES 1/4" = 1'-0"

A202

FLOOR PLAN - GARAGES

144 Lancaster Blvd- Second Floor Plan 52' - 6" 11' - 6"

14' - 0"

24' - 6"

FRAMING NOTES

14' - 0"

SEE COVER PAGE FOR NOTES AND LIMITATIONS TO ARCHITECTURAL SCOPE OF SERVICES. GENERAL CONTRACTOR NOTE: ADJUST TOP OF SLAB, WALL, AND ROOF BEARING PLATES AS REQUIRED FOR CHANGES IN STRUCTURAL MEMBER SIZES OR EXISTING SITE CONDITIONS.

1

GC/OWNER TO COORDINATE ALL IN-SLAB ELECTRICAL AND PLUMBING REQUIREMENTS WITH APPROPRIATE SUBCONTRACTOR TRADES PRIOR TO PLACING SLAB.

A400

DIMENSION NOTES: DIMENSIONS ARE TO THE EDGE OF FOUNDATION AND FRAMING, U.O.N..

DO NOT SCALE DRAWINGS. CONTACT ARCHITECT WITH ANY DISCREPANCIES.

2 A400 1' - 0"1' - 0"

19' - 10"

3' - 3"

A

3' - 3"

4"

4' - 3"

B

22' - 6"

4' - 3"

4' - 6"

A

3' - 3"

3' - 3"

A

FINISH NOTES: FLOOR, WALL, CEILING, FINISHES AND INTERIOR TRIM ARE TO BE DETERMINED BY THE GENERAL CONTRACTOR AND OWNER. GENERAL CONTRACTOR TO ADJUST SLAB, WALLS, AND CEILING TO ACCOMMODATE OWNER SPECIFIC FINISHES AND TRIM.

4' - 3"

B

A

PLUMBING NOTES: G.C / OWNER TO COORDINATE LOCATION OF EXTERIOR HOSE BIBBS.

22'-6" x 13'-0" STONE

6' - 10"

FRAMING NOTES: STRUCTURAL ENGINEERING DOCUMENTS SUPERSEDE ARCHITECTURAL DOCUMENTS AND SCHEDULES WITH REGARD TO SIZE OF STRUCTURAL MEMBERS, PLACEMENT, AND CONNECTION DETAILS.

4' - 5"

BEDROOM #4

A C

2' - 8"

41 WIC #4

1' - 11" 2' - 4"

13'-4" x 34'-8" WOOD

46

5' - 6"

46' - 6"

CONCRETE SLAB FLOOR WITH THICK SET STONE OR TILE IN OTHER LOCATIONS. SEE TYPICAL WALL SECTIONS AND DETAILS FOR VARIOUS CONNECTION DETAILS.

9' - 6"

6'-4" x 9'-0" TILE

PORCH FLOOR SYSTEM:

ATTIC FLOOR SYSTEM: (ONLY EXTENT TO BE DETERMINED BY G.C.) 3/4" T&G PLYWOOD, GLUED AND NAILED ON 2x12'S AT 16" O.C. SEE TYPICAL WALL SECTIONS AND DETAILS FOR VARIOUS CONNECTION DETAILS. NOTE: IF TRUSS JOISTS (OR SIM.) ARE USED IN LIEU OF SPECIFIED MATERIALS, TRUSS MANUFACTURER IS TO PROVIDE SHOP DRAWINGS, SUPPORT AND CONNECTION DETAILS, AND BEAM SIZES FOR ARCHITECT/ENGINEER APPROVAL.

36

5' - 6"

14'-0" x5'-6" WOOD

7'-4" x 8'-3" WOOD

1

JACK N JILL BATH

45

WIC #5

37 WIC #3

47

4' - 0"

2' - 6"

G

J

H

38 FAMILY ROOM

10' - 2"

2' - 5"

6' - 0"

2' - 7"

8' - 10"

11' - 3"

53

3/4" T&G PLYWOOD, GLUED AND NAILED ON 16" OPEN WEB WOOD TRUSS SYSTEM (LAYOUT AND SPACING BY STRUCTURAL ENG). SEE TYPICAL WALL SECTIONS AND DETAILS FOR VARIOUS CONNECTION DETAILS, NOTE: IF TRUSS JOISTS (OR SIM.) ARE USED IN LIEU OF SPECIFIED MATERIALS, TRUSS MANUFACTURER IS TO PROVIDE SHOP DRAWINGS, SUPPORT AND CONNECTION DETAILS, AND BEAM SIZES FOR ARCHITECT/ENGINEER APPROVAL.

BATH #3

4' - 6"

2' - 6" 2' - 6"

54

SECOND FLOOR SYSTEM:

39 10'-0" x 5'-0" TILE

14'-0" x 12'-0" WOOD

3' - 2"

35

7' - 0"

1' - 2"

2' - 8"

3' - 4"

1

A

ATTIC CEILING JOISTS / PORCH CEILING:

A401

2x8'S AT 16" O.C. (2x10'S FOR CERTAIN SPANS) ROOF RAFTERS:

49 6' - 10"

17' - 0" 3' - 6"

20'-10" x 12'-8" WOOD

50

A

4' - 3"

1' - 0"1' - 0" 4"

ALL DIMENSIONS ARE TO EDGE OF SLAB, BLOCK, AND FRAMING AND ARE INDEPENDENT FROM ALL BRICK LEDGES. G.C. TO COORDINATE SIZE AND LOCATIONS OF ADDITIONAL BRICK LEDGES WITH PLANS, ELEVATIONS, AND DETAILS.

KEY CONCRETE TURN-DOWN EDGE / THICKENED SLAB

3' - 8"

FRONT BALCONY

1' - 0"1' - 0"

4' - 2"

A

4"

BACKFILL DIRT

4' - 10" 5' - 10"

32'-0" x 6'-0" STONE

CONCRETE SLAB

A

2' - 8" 3' - 8"

5' - 4" 10' - 2"

2

6" WALL

REVISIONS

4" WALL

12-13-2021

BUNDLED STUD ABOVE

A401

REV 1 - FRAMING REV

ENG. BEAM BY OTHERS TYP.

2' - 0"

8" CMU WALL

2' - 0"

6' - 0"

5' - 9"

2

13'-2" x 15'-0" WOOD

E14

6' - 0"

4' - 11"

A401

BEDROOM #3

5' - 0"

2' - 8"

A

3' - 6" DN

8' - 8"

11' - 0"

11' - 0"

48

BEDROOM #2

1/2" EXT SHEATHING, NAILED ON 2x10'S WITH SIMPSON HURRICANE CLIPS AT 16" O.C. SEE TYPICAL WALL SECTIONS FOR VARIOUS CONNECTION DETAILS. IF PRE-ENGINEERED WOOD ROOF TRUSSES ARE INSTALLED IN LIEU OF SPECIFIED MATERIALS, TRUSS MANUFACTURER IS TO PROVIDE SHOP DRAWINGS, SUPPORT AND CONNECTION DETAILS, AND SIZES FOR ARCHITECT/ENGINEER APPROVAL.

14' - 2"

13' - 4"

6' - 6"

6' - 0"

8' - 0"

SEAL

3/4" T&G PLYWOOD, GLUED AND NAILED ON 16" OPEN WEB WOOD TRUSS SYSTEM (LAYOUT AND SPACING BY STRUCTURAL ENG). SEE TYPICAL WALL SECTIONS AND DETAILS FOR VARIOUS CONNECTION DETAILS, NOTE: IF TRUSS JOISTS (OR SIM.) ARE USED IN LIEU OF SPECIFIED MATERIALS, TRUSS MANUFACTURER IS TO PROVIDE SHOP DRAWINGS, SUPPORT AND CONNECTION DETAILS, AND BEAM SIZES FOR ARCHITECT/ENGINEER APPROVAL.

12' - 0"

3' - 10"

40

FLUE

BEDROOM #5

2' - 9"

INTERIOR: 2x4'S AND 2x6'S AT 16" O.C. WITH BLOCKING AT MIDSPAN. FIRST FLOOR SYSTEM:

CHASE

J

G

EXTERIOR: 1/2" PLYWOOD SHEATHING (EXTERIOR SIDE) ON 2x6'S AT 16" O.C. WITH BLOCKING AT MIDSPAN.

A

7'-4" x 8'-3" WOOD

56

3' - 4"

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

1' - 2"

42

2' - 11"

6' - 9" 2' - 9"

6'-4" x 8'-0" TILE

8' - 6"

LAUNDRY

7' - 10"

6' - 0"

43

2' - 4"

4' - 6"

1

44

14'-0" x 12'-6" WOOD

4' - 6"

3' - 3"

18' - 0"

ART ROOM

W

46' - 6"

WALLS:

D

7' - 9"

UNLESS OTHERWISE NOTED BY TYPICAL WALL SECTIONS, STRUCTURAL ENGINEER, OR STRUCTURAL DRAWINGS.

A500

FRAMING IS TO BE AS FOLLOWS:

51

A401

FIRM SEAL

DOOR OPENINGS SET 6" OFF INTERSECTING WALL, UNLESS OTHERWISE DIMENSIONED.

E15

A

1

14'-0" x 12'-6" WOOD

C

2

11' - 0"

6' - 10" 8' - 6"

4' - 5"

13' - 0"

7' - 6"

REAR BALCONY

STEWART RESIDENCE

4' - 6"

4' - 3"

CABINET & EQUIPMENT NOTES: CABINET LAYOUTS ARE PROVIDED FOR DESIGN CONFIGURATION ONLY. EXACT LAYOUT AND PLACEMENT OF FIXTURES, APPLIANCES, CABINETS, AND COUNTERTOPS ARE TO BE DETERMINED IN COORDINATION WITH OWNER AND GENERAL CONTRACTOR.

1' - 0"1' - 0"

4"

brent robinson, architect

10' - 0"

12' - 0" 32' - 0"

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

10' - 0" 10' - 2"

1 A400

1 / A202

2 A400

1 / A202

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

A202

SECOND FLOOR PLAN

144 Lancaster Blvd- Roof Plan Main House 2 A400

1 A400

3' - 0"

2' - 0"

2' - 0"

2' - 0"

2' - 0"

2' - 0"

2' - 0"

4" / 1'-0"

6" / 1'-0"

6" / 1'-0"

SEAL

G.C. TO INSTALL HIGH TEMP ICE & WATER SHIELD PER MANUFACTURERS SPECIFICATIONS ON ALL ROOF SLOPES

2' - 0"

ASPHALT SHINGLES AS SELECTED TO COMPLY W/ IRC 2015 R905.2 AND BE LABELED TO INDICATE COMPLIANCE W/ ASTM D 7158 CLASSIFICATION G OR H

2' - 0"

4" / 1'-0"

2' - 0"

2' - 0"

4" / 1'-0"

1

6" / 1'-0"

1 A401

3' - 0"

6" / 1'-0"

6" / 1'-0"

6" / 1'-0"

A401

4" / 1'-0"

6" / 1'-0"

4" / 1'-0"

6' - 0"

6" / 1'-0"

4" / 1'-0"

4" / 1'-0"

2' - 0" 2' - 0"

2' - 0"

2' - 0"

4" / 1'-0"

2' - 0" 2' - 0"

2' - 0" 2' - 0"

2' - 0"

2' - 0"

6" / 1'-0"

ASPHALT SHINGLES AS SELECTED TO COMPLY W/ IRC 2015 R905.2 AND BE LABELED TO INDICATE COMPLIANCE W/ ASTM D 7158 CLASSIFICATION G OR H

2' - 0"

4" / 1'-0"

2' - 0"

2' - 0"

G.C. TO INSTALL HIGH TEMP ICE & WATER SHIELD PER MANUFACTURERS SPECIFICATIONS ON ALL ROOF SLOPES

2' - 0"

1' - 6"

1' - 6"

REVISIONS 1-

2' - 0"

4" / 1'-0"

4" / 1'-0"

2' - 0"

6" / 1'-0"

2' - 0"

2' - 0"

2' - 0"

brent robinson, architect

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

G.C. TO INSTALL HIGH TEMP ICE & WATER SHIELD PER MANUFACTURERS SPECIFICATIONS ON ALL ROOF SLOPES

2' - 0"

1 / A205

1 / A205 1

ROOF PLAN - MAIN HOUSE 1/4" = 1'-0"

1 A400 2 A400

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

2' - 0"

STEWART RESIDENCE

6" / 1'-0"

FIRM SEAL

6" / 1'-0"

6" / 1'-0"

4" / 1'-0"

6" / 1'-0"

2' - 0"

2' - 0"

6" / 1'-0"

2' - 0"

3' - 0"

2' - 0"

3' - 0"

4" / 1'-0"

4" / 1'-0"

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

A204 ROOF PLAN MAIN HOUSE

144 Lancaster Blvd- Roof Plan Garages 1 A400

1 / A204

FIRM SEAL

1 / A204

1

6" / 1'-0"

1 A401

3' - 0"

6" / 1'-0"

6" / 1'-0"

6" / 1'-0"

A401

4" / 1'-0"

SEAL

6" / 1'-0"

4" / 1'-0"

6' - 0"

6" / 1'-0"

2' - 0"

2' - 0"

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

2' - 0"

2' - 0"

2' - 0"

G.C. TO INSTALL HIGH TEMP ICE & WATER SHIELD PER MANUFACTURERS SPECIFICATIONS ON ALL ROOF SLOPES

6" / 1'-0" 2' - 0"

6" / 1'-0"

REVISIONS 1-

6" / 1'-0"

6" / 1'-0"

6" / 1'-0"

2' - 0"

1 A400

brent robinson, architect

2' - 0"

2' - 0"

2' - 0" 2

ROOF PLAN - GARAGES 1/4" = 1'-0"

2' - 0"

2' - 0"

A400

1

6" / 1'-0"

ASPHALT SHINGLES AS SELECTED TO COMPLY W/ IRC 2015 R905.2 AND BE LABELED TO INDICATE COMPLIANCE W/ ASTM D 7158 CLASSIFICATION G OR H

2' - 0"

6" / 1'-0"

6" / 1'-0"

2' - 0"

2' - 0"

6" / 1'-0"

2' - 0"

4" / 1'-0"

2' - 0"

6" / 1'-0"

6" / 1'-0" 2' - 0"

6" / 1'-0"

2' - 0"

2' - 0"

6" / 1'-0"

6" / 1'-0"

2' - 0"

6" / 1'-0"

ASPHALT SHINGLES AS SELECTED TO COMPLY W/ IRC 2015 R905.2 AND BE LABELED TO INDICATE COMPLIANCE W/ ASTM D 7158 CLASSIFICATION G OR H

2' - 0"

2' - 0"

2' - 0" G.C. TO INSTALL HIGH TEMP ICE & WATER SHIELD PER MANUFACTURERS SPECIFICATIONS ON ALL ROOF SLOPES

2' - 0"

4" / 1'-0"

1' - 6"

1' - 6"

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

4" / 1'-0"

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

STEWART RESIDENCE

4" / 1'-0"

4" / 1'-0"

2' - 0"

6" / 1'-0"

2' - 0"

2' - 0"

2' - 0"

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

A205 ROOF PLAN GARAGES

144 Lancaster Blvd- Elevations

2 A502

RIDGE HGT 50' - 7 13/16"

RIDGE HGT 50' - 7 13/16"

1'-0"

1'-0" 6"

1'-0"

1'-0"

6" PORCH BEARING 40' - 4"

SF LOWER BEARING 38' - 1"

SF LOWER BEARING 38' - 1"

6"

SECOND FLOOR 27' - 10"

5"

5"

1'-0"

1'-0" 6"

6"

1'-0"

1'-0"

6"

1'-0"

6"

GARAGE UPPER BRG 22' - 5" GARAGE BRG 21' - 6"

4 A502 2' - 0"

A

2' - 0"

A E01

A

A

A

FIRST FLOOR 15' - 6"

A

GARAGE 11' - 0" NOTE: SEE GRADING & DRAINAGE PLAN FOR EXACT FINISHED GRADE HEIGHTS

1

FRONT ELEVATION 1/4" = 1'-0"

GARAGE 11' - 0"

FIN. GRADE @ FRONT 10' - 7 3/16"

4' - 6"

FIRST FLOOR 15' - 6"

4' - 6"

11' - 5"

1'-0"

1'-0"

1'-0"

GARAGE BRG 21' - 6"

10' - 6"

A

2' - 0"

GARAGE UPPER BRG 22' - 5"

4"

A

E14

12' - 4"

+/- 0' - 8"

SECOND FLOOR 27' - 10"

A

SEAL

10' - 3"

12' - 6"

SF UPPER BEARING 39' - 1"

11' - 3"

PORCH BEARING 40' - 4"

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

6"

STEWART RESIDENCE

1'-0"

1'-0" 6"

1' - 0"

6"

39' - 7 13/16"

6"

A

FIRM SEAL

REVISIONS 12-13-2021

REV 1 - FRAMING REV

brent robinson, architect

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

A300

ELEVATIONS

144 Lancaster Blvd- Right Side Elevation

RIDGE HGT 50' - 7 13/16"

RIDGE HGT 50' - 7 13/16"

1'-0" 6"

1'-0"

1'-0" 6"

FIRM SEAL

6"

SF UPPER BEARING PORCH 39' - 1" BEARING 40' - 4"

SF UPPER BEARING PORCH BEARING 39' - 1" 40' - 4"

SEAL

H

FIRST FLR BEARING 26' - 6"

6"

1'-0"

6"

1'-0"

1'-0"

1'-0"

4"

4"

1'-0"

4"

SECOND FLOOR 27' - 10"

1'-0"

1'-0"

6"

GARAGE UPPER BRG 22' - 3" GARAGE BRG 21' - 6"

D

E10 A

B

A

D

A

A

FIRST FLOOR 15' - 6"

GARAGE 11' - 0" NOTE: SEE GRADING & DRAINAGE PLAN FOR EXACT

FIN. GRADE @ FRONTFINISHED GRADE HEIGHTS 10' - 7 3/16"

1

RIGHT ELEVATION 1/4" = 1'-0"

FIN. GRADE @ REAR 9' - 6"

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

4"

A

STEWART RESIDENCE

A

REVISIONS 1-

brent robinson, architect

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

A301 RIGHT SIDE ELEVATION

144 Lancaster Blvd- Rear Elevation

RIDGE HGT 50' - 7 13/16"

RIDGE HGT 50' - 7 13/16"

1'-0"

FIRM SEAL

1'-0"

6"

6"

1'-0"

1'-0"

6"

6"

SEAL

PORCH BEARING 40' - 4"

12' - 6"

SF UPPER BEARING 39' - 1"

A C

4"

SECOND FLOOR 27' - 10"

E15

C

A

B

A

1'-0"

1'-0"

SECOND FLOOR 27' - 10"

4"

FIRST FLR BEARING 26' - 6"

11' - 0"

GARAGE BRG 21' - 6" A

A

B

A

A

E02

FIRST FLOOR 15' - 6"

FIN. GRADE @ REAR 9' - 6" NOTE: SEE GRADING &

B

A

E05

FIRST FLOOR 15' - 6"

FIN. GRADE @ REAR 9' - 6"

DRAINAGE PLAN FOR EXACT FINISHED GRADE HEIGHTS

1

REAR ELEVATION 1/4" = 1'-0"

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

B

STEWART RESIDENCE

A

REVISIONS 1-

brent robinson, architect

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

A302

REAR ELEVATION

144 Lancaster Blvd- Left Side ELevation

RIDGE HGT 50' - 7 13/16"

RIDGE HGT 50' - 7 13/16"

FIRM SEAL

1'-0" 1'-0"

6"

6"

6"

1'-0"

1'-0"

6" 1'-0" 6"

PORCH BEARING 40' - 4"

PORCH BEARING 40' - 4"

SEAL

SF UPPER BEARING 39' - 1"

SF UPPER BEARING 39' - 1" SF LOWER BEARING 38' - 1"

SF LOWER BEARING 38' - 1"

J

G

G

J

SECOND FLOOR 27' - 10"

6"

1'-0"

1'-0"

1'-0" 6"

SECOND FLOOR 27' - 10" FIRST FLR BEARING 26' - 6"

6" GARAGE UPPER BRG 22' - 3" GARAGE BRG 21' - 6"

F A

A

B

B

A

E06

FIRST FLOOR 15' - 6"

B

B

GARAGE 11' - 0" FIN. GRADE @ FRONT 10' - 7 3/16" NOTE: SEE GRADING & DRAINAGE PLAN FOR EXACT FINISHED GRADE HEIGHTS

1

LEFT ELEVATION 1/4" = 1'-0"

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

A

STEWART RESIDENCE

A

REVISIONS 1-

brent robinson, architect

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

A303 LEFT SIDE ELEVATION

144 Lancaster Blvd- Perspectives

FIRM SEAL

1

PERSPECTIVE @ FRONT

PERSPECTIVE @ CULDESAC

4

PERSPECTIVE @ APPROACH

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

3

STEWART RESIDENCE

SEAL

REVISIONS 1-

brent robinson, architect

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

2

PERSPECTIVE @ REAR

A304

PERSPECTIVES

144 Lancaster Blvd- Building Sections RIDGE HGT 50' - 7 13/16"

RIDGE HGT 50' - 7 13/16"

PORCH BEARING 40' - 4"

PORCH BEARING 40' - 4"

FIRM SEAL SECOND FLOOR 27' - 10" FIRST FLR BEARING 26' - 6"

SECOND FLOOR 27' - 10"

GARAGE UPPER BRG 22' - 3" GARAGE BRG 21' - 6"

SEAL E07

1

E09

E08

GARAGE FIN. GRADE @ FRONT 11' - 0" 10' - 7 3/16" FIN. GRADE @ REAR 9' - 6"

STEWART RESIDENCE

GARAGE 11' - 0" FIN. GRADE @ FRONT 10' - 7 3/16"

FIRST FLOOR 15' - 6"

SECTION @ ENTRY LOOKING NORTH 1/4" = 1'-0"

RIDGE HGT 50' - 7 13/16"

RIDGE HGT 50' - 7 13/16"

PORCH BEARING 40' - 4"

PORCH BEARING 40' - 4"

SF UPPER BEARING 39' - 1"

SF UPPER BEARING 39' - 1" SF LOWER BEARING 38' - 1"

SF LOWER BEARING 38' - 1"

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

FIRST FLOOR 15' - 6"

REVISIONS

3

1-

A401

SECOND FLOOR 27' - 10"

SECOND FLOOR 27' - 10"

brent robinson, architect

GARAGE UPPER BRG 22' - 3" GARAGE BRG 21' - 6"

E11

FIRST FLOOR 15' - 6"

FIRST FLOOR 15' - 6"

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

E12

FIN. GRADE @ REAR 9' - 6" SECTION@ ENTRY LOOKING SOUTH 2 1/4" = 1'-0"

E13

GARAGE 11' - 0" FIN. GRADE @ FRONT 10' - 7 3/16"

A400 BUILDING SECTIONS

144 Lancaster Blvd- Building Sections 2 A400 1

RIDGE HGT 50' - 7 13/16"

A400

RIDGE HGT 50' - 7 13/16"

SF LOWER BEARING 38' - 1"

SF LOWER BEARING 38' - 1"

FIRM SEAL SECOND FLOOR 27' - 10"

SECOND FLOOR 27' - 10" FIRST FLR BEARING 26' - 6"

FIRST FLR BEARING 26' - 6"

11' - 0"

SEAL

FIN. GRADE @ FRONT 10' - 7 3/16"

FIN. GRADE @ FRONT 10' - 7 3/16" 1 A400

1

SECTION @ HALL 1/4" = 1'-0"

2 A400

SF UPPER BEARING 39' - 1" SF LOWER BEARING 38' - 1"

SF LOWER BEARING 38' - 1"

SECOND FLOOR 27' - 10"

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

FIRST FLOOR 15' - 6"

STEWART RESIDENCE

FIRST FLOOR 15' - 6"

REVISIONS

SECOND FLOOR 27' - 10"

1-

GARAGE 11' - 0" FIN. GRADE @ FRONT 10' - 7 3/16" PARTIAL SECTIONS @ ENTRY PORCH 2 1/4" = 1'-0"

10' - 6"

FIRST FLOOR 15' - 6"

FIRST FLOOR 15' - 6"

GARAGE 11' - 0" FIN. GRADE @ FRONT 10' - 7 3/16"

GARAGE 11' - 0" FIN. GRADE @ FRONT 10' - 7 3/16" 3

SECTION@GARAGE 1/4" = 1'-0"

GARAGE BEARING

10' - 3"

brent robinson, architect

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

A401

BUILDING SECTIONS

144 Lancaster Blvd- Wall Sections ASPHALT SHINGLES AS SELECTED TO COMPLY W/ IRC 2018 R905.2 AND BE LABELED TO INDICATE COMPLIANCE W/ ASTM D 7158 CLASSIFICATION G OR H ASPHALT SHINGLES AS SELECTED TO COMPLY W/ IRC 2018 R905.2 AND BE LABELED TO INDICATE COMPLIANCE W/ ASTM D 7158 CLASSIFICATION G OR H

2X CLG JOIST @ 16" O.C. PORCH BEARING 40' - 4"

1'-0"

2X CLG JOIST @ 16" O.C.

6"

2X BLOCKING AS REQ'D

1x4 HARDIE FASCIA OVER 1X8 HARDIE SUB FASCIA

2X BLOCKING AS REQ'D

2' - 0"

HARDIE SOFFIT

HARDIE SOFFIT PT WOOD RAFTER TAIL

1/2" STRUCTURAL ROOF SHEATHING

MTL DRIP EDGE

RIGID FOAM PROFILE FULLY ADHERED OVER 3COAT COVENTIONAL STUCCO VENEER

FIRST FLR BEARING 26' - 6"

1x4 HARDIE FASCIA OVER 1X8 HARDIE SUB FASCIA

FIRM SEAL

PT WOOD RAFTER TAIL 2' - 0"

RIGID FOAM PROFILE FULLY ADHERED OVER 3COAT COVENTIONAL STUCCO VENEER

HURRICANE CLIP PER STRUCTURAL

12X12 STRUCTURAL COLUMN WITH HARDIE WRAP

16" FLOOR JOIST @ 16" O.C.

SEAL

RIM JOIST

PT WOOD RAFTER TAIL

SECOND FLOOR 27' - 10"

1/2" STRUCTURAL ROOF SHEATHING

RIGID FOAM PROFILE FULLY ADHERED OVER 3COAT COVENTIONAL STUCCO VENEER

MTL DRIP EDGE

FIRST FLR BEARING 26' - 6"

1x4 HARDIE FASCIA OVER 1X8 HARDIE SUB FASCIA

TYPICAL WINDOW HEADER, SEE STRUCTURAL

BRONZE ALUMINUM SCREEN FRAME W/ CHARCOAL 20/20 INSECT SCREEN BY OTHERS, INSTALL PER MANUFACTURERS SPECS

2x8 PT WD SUBFASCIA HARDIE SOFFIT

CLAD WINDOW, INSTALL PER MANUFACTURERS SPECIFICATIONS, SEE SCHEDULES FOR SIZE AND DETAIL

3-COAT COVENTIONAL STUCCO VENEER OVER CODE COMPLIANT WATER RESISTIVE BARRIER AND WIRE OR MTL LATHE 1/2" PLYWOOD SHEATHING

2X6 BOTTOM PLATE

2X6 BOTTOM PLATE

1x6 HARDIE TRIM OVER 5/4X12 HARDIE TRIM BOARD, LAP BOTTOM TRIM 1" OVER FOUNDATION

1x6 HARDIE TRIM OVER 5/4X12 HARDIE TRIM BOARD, LAP BOTTOM TRIM 1" OVER FOUNDATION

2X8 PT SILL PLATE W/ 5/8" ANCHOR BOLT @ 48" O.C. STAGGERED

2X8 PT SILL PLATE W/ 5/8" ANCHOR BOLT @ 48" O.C. STAGGERED

REINFORCED CMU PIER PER STRUCTURAL W/ STUCCO VENEER

1' - 0" MIN.

TYPICAL SPREAD FOOTING PER STRUCTURAL SEE STRUCTURAL

REVISIONS 1-

1X6 COMPOSITE LOUVER OVER 2X PT WD FRAME

REINFORCED CMU PIER PER STRUCTURAL W/ STUCCO VENEER

brent robinson, architect

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

SLOPE FINISHED GRADE TO DRAIN

SEE STRUCTURAL

CLEAN, COMPACTED & TERMITE TREATED FILL

PT 2X12 WOOD FLOOR JOIST @ 16" O.C. 1x6 HARDIE TRIM OVER 5/4X12 HARDIE TRIM BOARD, LAP BOTTOM TRIM 1" OVER FOUNDATION

2X6 BOTTOM PLATE

REINFORCED CMU PIER PER STRUCTURAL W/ STUCCO VENEER

SLOPE FINISHED GRADE TO DRAIN

WALL SECTION @ MASTER SUITE 1 1" = 1'-0"

FIRST FLOOR 15' - 6"

FIRST FLOOR 15' - 6"

1/2" PLYWOOD SHEATHING

FIRST FLOOR 15' - 6"

1" COMPOSITE DECKING

FIN. GRADE @ REAR 9' - 6"

CLEAN, COMPACTED & TERMITE TREATED FILL TYPICAL SPREAD FOOTING PER STRUCTURAL

WALLSECTION @ OFFICE 2 1" = 1'-0"

SEE STRUCTURAL

FIN. GRADE @ REAR 9' - 6"

CLEAN, COMPACTED & TERMITE TREATED FILL

1' - 0" MIN.

3-COAT COVENTIONAL STUCCO VENEER OVER CODE COMPLIANT WATER RESISTIVE BARRIER AND WIRE OR MTL LATHE

CONTINUOUS OPEN CELL SPRAY FOAM INSULATION. INSTALL PER MANUFACTURERS INSTRUCTIONS R-13 MIN IN WALLS

FIN. GRADE @ REAR 9' - 6" SEE STRUCTURAL

RIGID FOAM PROFILE FULLY ADHERED OVER 3COAT COVENTIONAL STUCCO VENEER

2x BLOCKING AS REQUIRED

RIGID FOAM PROFILE FULLY ADHERED OVER 3COAT COVENTIONAL STUCCO VENEER

SEE STRUCTURAL

STUCCO FINISH COAT OVER ADHERED RIDIG FOAM PROFILE

PT WOOD RAFTER TAIL

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

ASPHALT SHINGLES AS SELECTED TO COMPLY W/ IRC 2018 R905.2 AND BE LABELED TO INDICATE COMPLIANCE W/ ASTM D 7158 CLASSIFICATION G OR H

2' - 0"

STEWART RESIDENCE

2x8 PT WD SUBFASCIA HARDIE SOFFIT

2x8 PT WD SUBFASCIA

2x8 PT WD SUBFASCIA

1'-0"

FIRST FLR BEARING 26' - 6"

1x4 HARDIE FASCIA OVER 1X8 HARDIE SUB FASCIA

MTL DRIP EDGE

4"

1/2" STRUCTURAL ROOF SHEATHING

MTL DRIP EDGE

HURRICANE CLIP PER STRUCTURAL

2X CLG JOIST @ 16" O.C.

2X BLOCKING AS REQ'D

HURRICANE CLIP PER STRUCTURAL

1/2" STRUCTURAL ROOF SHEATHING

ASPHALT SHINGLES AS SELECTED TO COMPLY W/ IRC 2018 R905.2 AND BE LABELED TO INDICATE COMPLIANCE W/ ASTM D 7158 CLASSIFICATION G OR H

1'-0" 4"

TYPICAL SPREAD FOOTING PER STRUCTURAL

WALL SECTION @ SCREENED PORCH 3 1" = 1'-0"

SEE STRUCTURAL

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

A500

WALL SECTIONS

144 Lancaster Blvd- Wall Sections

FIRM SEAL ASPHALT SHINGLES AS SELECTED TO COMPLY W/ IRC 2018 R905.2 AND BE LABELED TO INDICATE COMPLIANCE W/ ASTM D 7158 CLASSIFICATION G OR H 2X CLG JOIST @ 16" O.C. 2X BLOCKING AS REQ'D

SEAL

1/2" STRUCTURAL ROOF SHEATHING

GARAGE BRG 21' - 6"

HURRICANE CLIP PER STRUCTURAL

MTL DRIP EDGE

1x4 HARDIE FASCIA OVER 1X8 HARDIE SUB FASCIA 2x8 PT WD SUBFASCIA

PT WOOD RAFTER TAIL

RIGID FOAM PROFILE FULLY ADHERED OVER 3COAT COVENTIONAL STUCCO VENEER TYPICAL DOOR HEADER, SEE STRUCTURAL

COMPOSITE GARAGE DOOR, INSTALL PER MANUFACTURERS SPECIFICATIONS, SEE SCHEDULES FOR SIZE AND DETAIL

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

2' - 0"

STEWART RESIDENCE

HARDIE SOFFIT

REVISIONS 1-

TAPER GARAGE DOOR SLAB TO DRAIN

TYPICAL TURNED DOWN SLAB, SEE STRUCTURAL ENGINEERS NOTES & DRAWINGS FOR DETAIL, DIMENSION AND REBAR PLACEMENT & SPACING SLOPE FINISH GRADE AWAY FROM FOUNDATION FOR POSITIVE DRAINAGE

GARAGE 11' - 0" FIN. GRADE @ FRONT 10' - 7 3/16"

FIN. GRADE @ REAR 9' - 6"

brent robinson, architect

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

A501

1

WALL SECTION @ GARAGE 1" = 1'-0"

WALL SECTIONS

144 Lancaster Blvd- Typical Details +/- 10" RIGID FOAM DECORATIVE BALUSTRADE TOP RAIL WITH STUCCO FINISH COAT 1X6 RIGID FOAM PROFILE FULLY ADHERED OVER 3COAT COVENTIONAL STUCCO VENEER

1"

5 1/2"

1/2"

GROUND CONTACT PT 6X6 WD POST @ 48" O.C. SET IN CONCRETE @ 2'-0" BELOW GRADE, W/ PT 2X6 WD FRAMING @ 16" BETWEEN EA POST

3-COAT COVENTIONAL STUCCO VENEER OVER CODE COMPLIANT WATER RESISTIVE BARRIER AND WIRE OR MTL LATHE

3 1/2"

2"

1' - 10"

1/2" PLYWOOD SHEATHING, PRESSURE TREATED @ FIRST COURSE FROM SLAB

1 1/2"

3"

1' - 6"

3"

3"

2X6 PT BOTTOM PLATE

6'-0" MIN HEIGHT, ALL UTILITIES TO BE SCREENED FROM VIEW. G.C. TO V.I.F

5 1/2"

3/4"

FIRM SEAL

2"

TYPICAL TURNED DOWN SLAB, SEE STRUCTURAL ENGINEERS NOTES & DRAWINGS FOR DETAIL, DIMENSION AND REBAR PLACEMENT & SPACING

3 1/2"

3/4"

SLOPE FINISH GRADE AWAY FROM FOUNDATION FOR POSITIVE DRAINAGE

BRACKET A @ 2'-0" OVERHANGS

SEAL SEE STRUCTURAL

3

SERVICE YARD DETAIL 1" = 1'-0"

METAL CAP TO MATCH ROOFING

2' - 0"

1 1/2"

3"

3 1/2"

STUCCO BANDING

3"

8 1/2"

2"

1/2"

6"

2 1/2"

3"

3/4"

3 1/2"

BRACKET B @ 3'-0" OVERHANGS

1 1/2"

WINDOW DETAILS 5 3" = 1'-0"

RIDGE HGT 50' - 7 13/16"

1' - 0"

8"

+/- 2' - 4" COORD. WITH FLUE REQUIREMENTS

6"

2" 2" 2"

1' - 10"

2

TYPICAL DETAIL @ CHIMNEY CAP 1" = 1'-0"

REVISIONS

2"

1-

RAFTER TAIL A @ 2'-0" OVERHANGS

2' - 9"

3 7/16"

STONE PAVER AS SELECTED

1' - 0" 6"

4"

POURED CONCRETE STEPS STUCCO RISER TO MATCH STUCCO FOUNDATION 2' - 9"

2"

BRACKET DETAILS 1 1/2" = 1'-0"

1/2"

brent robinson, architect

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

RAFTER TAIL B @ 2'-0" OVERHANGS 6

CONCRETE PATH W/ BROOM FINISH

6"

2" 2" 2" 8"

3'-0" MIN

2' - 10"

2' - 0"

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

STEWART RESIDENCE

3 1/2"

2"

2' - 10"

A502

POWDER COATED ALUM HANDRAIL W/ "X" PANEL ACCENT, SEE ELEVATIONS

4

TYPICAL DETAIL @ HANDRAIL 1" = 1'-0"

1

STAIR DETAIL 1" = 1'-0"

TYPICAL DETAILS

144 Lancaster Blvd- Pool Deck 39' - 0"

15' - 0"

33' - 0"

2' - 6"

7' - 0"

8' - 0"

10' - 7"

3' - 6"

17' - 0"

33' - 0"

SEE POOL DRAWINGS FOR SPECS, DIMENSIONS & DETAIL

FIRM SEAL

15' - 0"

27' - 9"

DN

UP

SEAL

4' - 0 1/8"

POOL 1/4" = 1'-0"

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

1

7' - 6"

8' - 0"

STEWART RESIDENCE

6' - 8"

5' - 0"

15' - 0"

6' - 0"

OLDE WORLD - 3 PC PAVER OVER CONCRETE SLAB W/ TURN DOWN EDGE

REVISIONS 1-

brent robinson, architect

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

A503

POOL DECK

144 Lancaster Blvd- Pool Layout 60

PN

'O

60' O.C.R.M. B.S.L.

8.2 LO 10

PEBBLE TEC INTERIOR FINISH

5' DEPTH

LED LIGHT

.C

3' 6" DEPTH

.R

.M

.B

.S

.L

.

DEPTH 0'-6"

8.7 RO 12

8.8 PN 12

SKIMMER REMOVE

STEPS BENCH

17

8.7 RO 10

8.6 WO

8

SUN LEDGE

SKIMMER HEATER JETS

SPA

POOL COPING AND DECK BY GC

VALVES

8.6 PN 18

DATE: 4/18/2020 SCALE: 1/8" = 1'-0"'

8.8 PN 14

8.9 PN 10

LIGHTS

JUNCTION BOX

8.5 RO 10 POOL CONCEPTUAL DRAWING PREPARED FOR: THE STEWART RESIDENCE 144 LANCASTER BLVD, BLUFFTON, SC

COPYRIGHT:

386 BUCK ISLAND RD. BLUFFTON, S.C. 29910 843-837-7665 843-757-3665

THESE PLANS AND THE DESIGN ELEMENTS ARE AN INSTRUMENT OF SERVICE AND REMAIN THE EXCLUSIVE PROPERTY OF YEAR ROUND POOL COMPANY, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF YEAR ROUND POOL COMPANY, INC.

TREES:

  

  

 



   

 





  

    

walters viburnum gardenia sweet viburnum confederate jasmine pineapple guava

 



 



 

 







  





 



 







 

 





   



 



 

 





 

       

mulch



    

 

  

 

 

   

   



 

 



 



 

  



flax lily sweet olive



sabal palm loropetalum





  



 





 

 



 

   

 

 

  

  



 



 





  

  

   





 



 



sod 7050 sf



  

   



    

mulch

 

  



 

 

sandakwa viburnum yaupon holly wax myrtle







 

 



 













 





mulch





 



     

 

 

  

   















   











yaupon holly wax myrtle live oak sandankwa viburnum





 

sod 6150 sf

 

   

     

    



 

            

 



  

 

 



 

 





     











 



 

    

 



 

     









 

    



 





 





    

   



 

       



 



 

 

 

 

      





  

 

 



 





 

    



  

 



 



 



   









                







 

  



 





mulch

gardenia breeze grass agapanthus walters viburnum tea olive sweet viburnum anise

   

   

 



QTY 6 38 27

  

      

  

Gallon 1 1 1

  

 



 



 





 

  

  

    





 

 

 

   

Height Spread Caliper 10' 6'' 10' 6'' 12'' 8''

        









 



 

 



Botanical Name Agapanthus africanus Dianella tasmanica Lomandra longifolia

     

     



QTY 2 3 3 5 8 8 6 18 5 10 8 18 3

      





 

 

 

  

sod 2350 sf  



  

 

 

             







Gallon 15 15 15 15 7 7 7 7 7 7 3 3 3

  

            



 





  

  

   

 

 

  

       

 

 

  

     



        



     



 

      

 



 

  



 

     

  

 

     



       

 





  

  



Height Spread Caliper 4' 3' 5' 4' 4' 3' 4' 3' 3' 2' 3' 2' 3' 2' 3' 2' 4' 3' 4' 3' 1.5' 1.5' 1.5' 1.5' 2' 1'

1/16" = 1'



 

 



Botanical Name Chamaerops humilis Osmanthus fragrans Feijoa sellowiana Illicium parviflorum Viburnum odoratissimum Morella cerifera Loropetalum chinense 'Ruby' Viburnum suspensum Gardenia jasminoides 'Frostproof' Ilex vomitoria Viburnum obovatum Podocarpus 'Pringle' Trachelospermum jasminoides

Date: 10/12/2020



QTY 2 2 4

Landscape Plan: Stewart Residence Lot 354, #144 Lancaster Blvd Berkeley Hall, Bluffton SC

 

Gallon 65 B&B 15

Scale:

 

Height Spread Caliper 6-8' 3-4' 16'' 3-4' 5' 4'

Revision #:



   

Botanical Name Quercus virginiana Sabal palmetto Ilex x 'Conin'

     

  

Common Name Live Oak Sabal Palm Robin Holly SHRUBS: Common Name European Fan Palm Sweet Olive Pineapple Guava Anise Sweet viburnum Wax Myrtle Loropetalum Sandankwa viburnum Gardenia Yaupon Holly Dwarf Walters Viburnum Dwarf podocarpus Confederate Jasmine GROUNDCOVERS AND GRASSES: Common Name Agapanthus Flax Lily Breeze Grass

Landscape Design by: The Landworks Group sboyles@tlwgroup.net

144 Lancaster Blvd- Landscape Plan

   



        

  

robin holly sandankwa viburnum  variegated flax lily euro. fan palm  grass  dwarfbreeze podocarpus 

           



    



   

 

  

potential location of 2 brick columns with light

  

robin holly sandankwa viburnum variagated flax lily european fan palm breeze grass dwarf podocarpus

live oak

144 Lancaster Blvd- Schedules DOOR SCHEDULE

6' - 0"

E01

SUBFLOOR INSWING ENTRY DOOR (2) 3'-0" x 9'-0" (6'-0" x 9'-0" R.O. +/-)

E02

SUBFLOOR EXTERIOR SLIDING DOOR (4) 4'-0" x 10'-0" (16'-0" x 10'-0" R.O. +/-)

2W/3H SDL

1W/1H SDL

CUSTOM WOOD DOOR DP 50 RATING

MARVIN ULTIMATE OR APPROVED EQ DP 50 RATING

3' - 0"

8' - 0" SUBFLOOR EXTERIOR SWING DOOR 3'-0" x 8'-0" (R.O. +/-)

E03 E04

E05 E15

2W/3H SDL

E06

SIERRA PACIFIC H3 OR APPROVED EQ DP 50 RATING

E07

SUBFLOOR EXTERIOR DBL SWING DOOR (2) 3'-0" x 8'-0" (6'-0" x 8'-0" R.O. +/-) 1W/1H SDL SIERRA PACIFIC H3 OR APPROVED EQ DP 50 RATING

E10

6' - 0" 3' - 0"

3' - 0"

8' - 0"

10' - 0"

E11

3' - 0"

9' - 0"

6' - 0"

E14

SUBFLOOR EXTERIOR DBL SWING DOOR (2) 3'-0" x 8'-0" (6'-0" x 8'-0" R.O. +/-)

8' - 0"

FIRM SEAL

E08 E12

2W/3H SDL

E13

SIERRA PACIFIC H3 OR APPROVED EQ DP 50 RATING

SUBFLOOR EXTERIOR GARAGE DOOR 9'-0" x 8'-0" (R.O. +/-)

E09

SUBFLOOR EXTERIOR GARAGE DOOR 6'-0" x 8'-0" (R.O. +/-)

4W/1H SDL

5W/1H SDL

CLOPAY OR APPROVED EQ DP 50 RATING

CLOPAY OR APPROVED EQ DP 50 RATING

SEAL

GENERAL NOTES: 1. PROVIDE WOOD STRUCTURAL PANELS, IMPACT PANELS OR IMPACT RESISTANT GLAZING FOR OPENING PROTECTION AT ALL NEW WINDOWS, SKYLIGHTS AND DOORS IN ACCORDANCE W/ SECTION R301.2.1.2 OF THE 2018 INTERNATIONAL RESIDENTIAL BUILDING CODE. FASTENING SHALL BE BY MEANS OF CORROSSION RESISTANT MACHINE SCREWS, FASTENED TO PERMANENTLY INSTALLEDTHREADED RECEIVERS LAG BOLTED INTO FRAMING. EACH VIBRATION-RESISTANT RECEIVER SHALL HAVE A MINIIMUM WITHDRAWL CAPACITY OF 490 POUNDS. SEAL EACH RECEIEVER W/ A SUITABLE SEALANT. ALL PANELS MUST BE PRECUT, LABELED AND STORED ON SITE. 2. DESIGN PRESSURE TO BE DP50 RATING OR APPROVED EQUAL BY G.C./STRUCTURAL ENGINEER AND SHOULD COMPLY W/ ALL APPLICABLE BUILDING CODES & REGULATORY REQUIREMENTS 3. U VALUE AND SHGC TO COMPLY W/ ALL APPLICABLE ENERGY CODES, BUILDING CODES AND REGULATORY REQUIREMENTS. ASSUME MINIMUM U VALUE OF 0.3 AND MINIMUM SHGC VALUE OF 0.3 4. G.C. TO COORDINATE ROUGH OPENINGS PER MANUFACTURERS SPECIFICATIONS 5. G.C. TO PREPARE OPENINGS PER ASTM E2112-07

A

SUBFLOOR CLAD CASEMENT UNIT 3'-0" x 5'-4" (R.O. +/-)

B

SUBFLOOR CLAD FIXED CASEMENT UNIT 3'-0" x 5'-4" (R.O. +/-)

2' - 8"

C

8' - 0"

SUBFLOOR CLAD FIXED CASEMENT UNIT 3'-0" x 6'-0" (R.O. +/-)

3' - 0"

8' - 0"

5' - 0"

2' - 8"

3' - 0"

8' - 0"

3' - 0"

5' - 0"

3' - 0"

6' - 0"

3' - 0"

D

SUBFLOOR CLAD CASEMENT UNIT 2'-8" x 5'-0" (R.O. +/-)

E

SUBFLOOR CLAD FIXED CASEMENT UNIT 2'-8" x 5'-0" (R.O. +/-)

2W/2H SDL

2W/2H SDL

1W/1H SDL

2W/2H SDL

2W/2H SDL

SIERRA PACIFIC H3 OR APPROVED EQUAL DP 50 RATING

SIERRA PACIFIC H3 OR APPROVED EQUAL DP 50 RATING

SIERRA PACIFIC H3 OR APPROVED EQUAL DP 50 RATING

SIERRA PACIFIC H3 OR APPROVED EQUAL DP 50 RATING

SIERRA PACIFIC H3 OR APPROVED EQUAL DP 50 RATING

10' - 0" 2' - 6"

2' - 6"

2' - 6"

2' - 6"

2' - 6"

2' - 4"

2' - 6"

WINDOW SCHEDULE

NO Yes

F

SUBFLOOR CLAD ACCORDION UNIT (4) 2'-6" x 4'-6" (10'-0" x 4'-6" R.O. +/-)

4' - 6"

4' - 0" G

REVISIONS

8' - 0"

8' - 0" SUBFLOOR CLAD FIXED CASEMENT UNIT 2'-6" x 4'-6" (R.O. +/-)

12-13-2021

H

SUBFLOOR CLAD FIXED CASEMENT UNIT 2'-4" x 4'-0" (R.O. +/-)

J

SUBFLOOR CLAD CASEMENT UNIT 2'-6" x 4'-6" (R.O. +/-)

2W/2H SDL

2W/2H SDL

2W/2H SDL

2W/2H SDL

KOLBE VISTALUXE OR APPROVED EQUAL DP 50 RATING

SIERRA PACIFIC H3 OR APPROVED EQUAL DP 50 RATING

SIERRA PACIFIC H3 OR APPROVED EQUAL DP 50 RATING

SIERRA PACIFIC H3 OR APPROVED EQUAL DP 50 RATING

GENERAL NOTES: 1. PROVIDE WOOD STRUCTURAL PANELS, IMPACT PANELS OR IMPACT RESISTANT GLAZING FOR OPENING PROTECTION AT ALL NEW WINDOWS, SKYLIGHTS AND DOORS IN ACCORDANCE W/ SECTION R301.2.1.2 OF THE 2018 INTERNATIONAL RESIDENTIAL BUILDING CODE. FASTENING SHALL BE BY MEANS OF CORROSSION RESISTANT MACHINE SCREWS, FASTENED TO PERMANENTLY INSTALLEDTHREADED RECEIVERS LAG BOLTED INTO FRAMING. EACH VIBRATION-RESISTANT RECEIVER SHALL HAVE A MINIIMUM WITHDRAWL CAPACITY OF 490 POUNDS. SEAL EACH RECEIEVER W/ A SUITABLE SEALANT. ALL PANELS MUST BE PRECUT, LABELED AND STORED ON SITE. 2. DESIGN PRESSURE TO BE DP50 RATING OR APPROVED EQUAL BY G.C./STRUCTURAL ENGINEER AND SHOULD COMPLY W/ ALL APPLICABLE BUILDING CODES & REGULATORY REQUIREMENTS 3. U VALUE AND SHGC TO COMPLY W/ ALL APPLICABLE ENERGY CODES, BUILDING CODES AND REGULATORY REQUIREMENTS. ASSUME MINIMUM U VALUE OF 0.3 AND MINIMUM SHGC VALUE OF 0.3 4. G.C. TO COORDINATE ROUGH OPENINGS PER MANUFACTURERS SPECIFICATIONS 5. G.C. TO PREPARE OPENINGS PER ASTM E2112-07

REV 1 - FRAMING REV

3' - 6"

4' - 0"

NO NO NO

COMMENTS SEE ELEV SEE ELEV SEE ELEV SEE ELEV SEE ELEV SEE ELEV SEE ELEV SEE ELEV SEE ELEV

4' - 6"

EGRESS (Y/N) YES

8' - 0"

HEAD HEIGHT 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0"

3' - 6"

HEIGHT 5' - 4" 5' - 4" 6' - 0" 5' - 0" 5' - 0" 4' - 6" 4' - 6" 4' - 0" 4' - 6"

4' - 6"

WIDTH 3' - 0" 3' - 0" 3' - 0" 2' - 8" 2' - 8" 10' - 0" 2' - 6" 2' - 4" 2' - 6"

8' - 0"

TYPE CLAD CASEMENT CLAD FIXED CASEMENT CLAD CASEMENT CLAD CASEMENT CLAD FIXED CASEMENT CLAD ACCORDION CLAD FIXED CASEMENT CLAD CASEMENT CLAD CASEMENT

3' - 6"

Mark A B C D E F G H J

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

7. ALL DIVIDED LITES TO BE SIMULATED DIVIDE LITES (SDL)

STEWART RESIDENCE

6. IF SUBSTITUTIONS ARE MADE TO UNIT SIZES IN THE FIELD, THE G.C./OWNER SHOULD COORDINATE ROUGH OPENING SIZES WITH MANUFACTURERS SPECIFICATIONS

2' - 0"

10' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 10' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 7' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0"

4' - 0"

8' - 0"

10' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 10' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 7' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0"

5' - 4"

16' - 0" 3' - 0" 6' - 0" 3' - 0" 3' - 0" 9' - 0" 6' - 0" 3' - 0" 3' - 0" 9' - 0" 9' - 0" 6' - 0" 6' - 0" 3' - 0" 2' - 8" 4' - 0" 3' - 0" 4' - 0" 2' - 8" 3' - 0" 3' - 0" 2' - 4" 3' - 0" 16' - 0" 4' - 0" 2' - 8" 3' - 0" 4' - 0" 3' - 0" 2' - 8" 2' - 8" 2' - 8" 2' - 4" 2' - 8" 2' - 8" 2' - 6" 2' - 8" 2' - 8" 2' - 6" 2' - 8" 2' - 8" 2' - 8" 3' - 0" 2' - 4" 2' - 8" 2' - 6" 2' - 8" 2' - 6" 6' - 0" 2' - 8" 3' - 0" 3' - 0" 2' - 8" 3' - 4" 2' - 8" 2' - 8" 4' - 0" 3' - 0"

8' - 0"

9' - 0"

4' - 0"

2' - 8"

9' - 0"

4' - 0"

3' - 0"

9' - 0"

6' - 0"

Comments SEE ELEV, ARCHED TOP SEE ELEV SEE ELEV SEE ELEV SEE ELEV SEE ELEV SEE ELEV SEE ELEV SEE ELEV SEE ELEV SEE ELEV SEE ELEV SEE ELEV SEE ELEV SEE ELEV

8' - 0"

EXTERIOR SLIDING DOOR EXTERIOR SWING DOOR EXTERIOR DBL SWING DOOR EXTERIOR SWING DOOR EXTERIOR SWING DOOR GARAGE DOOR GARAGE DOOR EXTERIOR SWING DOOR EXTERIOR SWING DOOR GARAGE DOOR GARAGE DOOR EXTERIOR DBL SWING DOOR EXTERIOR DBL SWING DOOR EXTERIOR SWING DOOR INTERIOR POCKET DOOR CASED OPENING CASED OPENING CASED OPENING INTERIOR POCKET DOOR INTERIOR SWING DOOR CASED OPENING INTERIOR SWING DOOR CASED OPENING CASED OPENING DOUBLE SWING DOOR INTERIOR POCKET DOOR INTERIOR SWING DOOR DOUBLE SWING DOOR CASED OPENING INTERIOR POCKET DOOR INTERIOR SWING DOOR INTERIOR POCKET DOOR INTERIOR SWING DOOR INTERIOR SWING DOOR CASED OPENING INTERIOR SWING DOOR INTERIOR POCKET DOOR INTERIOR POCKET DOOR INTERIOR SWING DOOR CASED OPENING INTERIOR SWING DOOR INTERIOR SWING DOOR CASED OPENING INTERIOR POCKET DOOR INTERIOR POCKET DOOR INTERIOR SWING DOOR INTERIOR SWING DOOR INTERIOR SWING DOOR DOUBLE SWING DOOR INTERIOR POCKET DOOR EXTERIOR SWING DOOR CASED OPENING INTERIOR SWING DOOR CASED OPENING INTERIOR POCKET DOOR INTERIOR POCKET DOOR CASED OPENING CASED OPENING

Head Height

4' - 0"

5' - 4"

E02 E04 E05 E06 E07 E08 E09 E10 E11 E12 E13 E14 E15 E56 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59

Height

8' - 0"

Type Comments EXTERIOR DBL SWING DOOR

Width

16' - 0" 3' - 0"

2' - 8"

MARK E01

6' - 0" 3' - 0"

brent robinson, architect

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY

6. IF SUBSTITUTIONS ARE MADE TO UNIT SIZES IN THE FIELD, THE G.C./OWNER SHOULD COORDINATE ROUGH OPENING SIZES WITH MANUFACTURERS SPECIFICATIONS 7. ALL DIVIDED LITES TO BE SIMULATED DIVIDE LITES (SDL)

DOOR/WINDOW ELEVATIONS 1/4" = 1'-0"

SHEET NO.

A600

SCHEDULES

144 Lancaster Blvd- First floor electric ELECTRICAL LEGEND SYMB.

DESCRIPTION

1.

COORDINATE TELEPHONE, COMMUNICATIONS AND SPEAKER OUTLET LOCATIONS WITH GC/OWNER

DUPLEX RECEPTICAL

2.

VERIFY ALL SWITCH AND POWER LOCATIONS IN FIELD.

QUAD RECEPTICAL WP

WP

SWITCHED DUBLEX RECEPTICAL 220 VOLT OUTLET GFI USB

GFI RECEPTICAL COMINATION DUPLEX RECEPTICAL W/ USB PORT

FLOOR RECEPTICAL GFI WP

GFI IN WATERPROOF BOX DATA/PHONE

WP

WP

TV/CABLE JACK

C

J

EXHAUST FAN

EXHAUST FAN/LIGHT COMBO RECESSED CAN DIRECTIONAL LIGHTING WP

RECESSED SEALED SHWR FIXTURE 2X4 FLOURESCENT 2X2 FLOURESCENT WALL MOUNTED SCONCE

WP GFI

EQ

EQ

G.C. TO COORD. LOCATION OF FLOOR OUTLETS W/ OWNER

EQ

GFI

CEILING FAN GFI

GFI

EQ OVEN

SINGLE POLE SWITCH

S3

3 WAY SWITCH

S4

4 WAY SWITCH

SD

EQ

J

S

ELECTRIC METER

GFI

DISPOSAL

CIRCUIT PANEL BOX J

WP

4.

GENERAL CONTRACTOR TO VERIFY SIZING OF SERVICE TO ACCOMODATE ALL FIXTURES. ALL PANELS SHOULD BE LOCATED WITH GC/OWNER IN FIELD. 5.

ALL OUTLETS AND FIXTURES TO BE LOCATED ABOVE FLOOD LEVEL. 6.

ASSUME STANDARD TOGGLE SWITCHES AND PLATES UNDLESS OTHERWISE NOTED. 7.

ALL OUTLETS TO BE HORIZONTALLY INSTALLED, CENTERED ON WINDOWS, AND IN BASEBOARDS, WHERE POSSIBLE. 8.

SEE LIGHTING SCHEDULE FOR FIXTURE TYPES. ALL FIXTURES BY OWNER/G.C. 9.

OWNER/GC TO DETERMINE FINAL HVAC ZONING REQUIREMENTS. 10. OWNER/GC TO DETERMINE OPTIMAL THERMOSTAT LOCATIONS OR PROVIDE FOR REMOTE THERMOSTAT SENSORS. 11. OWNER/GC TO DETERMINE AND COORDINATE GROUND FAULT INTERRUPTERS, ARC FAULT INTERRUPTERS, AND SURGE PROTECTION TO BE PROVIDED AT REMOTE POINTS OR AT PRIMARY LOCATIONS. 12. OWNER/GC TO DETERMINE AND COORDINATE FINAL EXTENT OF WATER SERVICE: SERVICE MAY INCLUDE A COMBINATION OF RENNAI INSTANT HOT WATER SYSTEMS, REMOTE TEMPERATURE CONTROLS, AND BACK-UP WATER STORAGE TANKS. SERVICE MAY ALSO INCLUDE A WATER FILTRATION/ CONDITIONING SYSTEM AND/OR A REVERSE OSMOSIS SYSTEM.

FIRM SEAL

13. OWNER/GC TO DETERMINE AND COORDINATE ANY EXTENT OF SMART HOUSE TECHNOLOGY, INCLUDING RADIO RA OR CRESTRON SYSTEMS, PC INTEGRATION, A/V REQUIREMENTS, HVAC INTEGRATION, SECURITY AND LIGHTING INTEGRATION, AND "DIAL-IN" TECHNOLOGY. 14. OWNER/GC TO DETERMINE AND COORDINATE FINAL LOCATION OF IN GROUND PROPANETANK SERVICE OR NATURAL GAS SERVICE IF APPLICABLE.

JUNCTION BOX

16. G.C./OWNER TO COORDINATE EXTENT OF DIMMER SWITCH LOCATIONS. 17. KITCHEN CABINET AND APPLIANCE LOCATIONS ARE APPROXIMATE. G.C./ OWNER TO DETERMINE FINAL LOCATION AND PLACEMENT AND COORDINATE ALL ELECTRICAL, POWER, AND LIGHTING REQUIREMENTS WITH SHOP DRAWINGS AND EQUIPMENT SPECIFICATIONS AS NEEDED. POWER REQUIREMENTS TO MEET ALL APPLICABLE CODES. 16. G.C./OWNER TO COORDINATE EXTERIOR WATER PROOF ELECTRICAL OUTLETS FOR EXTERIOR CHRISTMAS LIGHT USE. OUTLETS SHOULD BE LOCATED SO THAT THEY ARE NOT VISIBLE FROM THE STREET ON SIDE WALLS OF THROUGH ROOF PROJECTIONS OR LOCATED IN THE SOFFIT.

SEAL

FLOURESCENT FIXTURE

GFI

J

ALL SWITCHES TO BE 36" A.F.F. UNLESS OTHER-WISE 3.

NOTED.

15. OWNER/G.C. TO DETERMINE AND COORDINATE LANDSCAPE LIGHTING. CEILING FAN W/ LIGHT

J

ELECTRICAL NOTES

GFI

GFI

GFI

WP J

IN BENCH FACE BELOW

GFI

GFI

IN BENCH FACE BELOW

EF

J

EF

WP

J WP GFI GFI

ELEC PANELS

WP WP

WP

ELEC METER GFI

GFI

J

14' - 0" 9' - 0"

9' - 0"

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

STEWART RESIDENCE

GFI

SD

14' - 0"

REVISIONS 1-

GARAGE DOOR GARAGE DOOR

brent robinson, architect

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

GARAGE DOOR

GARAGE DOOR

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

E201

1

FIRST FLOOR ELECTRICAL PLAN 1/4" = 1'-0"

FF ELECTRICAL PLAN

144 Lancaster Blvd- Second Floor Electric ELECTRICAL LEGEND SYMB.

DESCRIPTION DUPLEX RECEPTICAL

2.

VERIFY ALL SWITCH AND POWER LOCATIONS IN FIELD.

QUAD RECEPTICAL SWITCHED DUBLEX RECEPTICAL 220 VOLT OUTLET GFI USB

GFI RECEPTICAL COMINATION DUPLEX RECEPTICAL W/ USB PORT

FLOOR RECEPTICAL GFI WP

GFI IN WATERPROOF BOX DATA/PHONE TV/CABLE JACK

C

EXHAUST FAN

EXHAUST FAN/LIGHT COMBO RECESSED CAN DIRECTIONAL LIGHTING WP

RECESSED SEALED SHWR FIXTURE 2X4 FLOURESCENT 2X2 FLOURESCENT WALL MOUNTED SCONCE

CEILING FAN

WP

WP

ELECTRICAL NOTES 1.

COORDINATE TELEPHONE, COMMUNICATIONS AND SPEAKER OUTLET LOCATIONS WITH GC/OWNER

ALL SWITCHES TO BE 36" A.F.F. UNLESS OTHER-WISE 3.

NOTED. 4.

GENERAL CONTRACTOR TO VERIFY SIZING OF SERVICE TO ACCOMODATE ALL FIXTURES. ALL PANELS SHOULD BE LOCATED WITH GC/OWNER IN FIELD. 5.

ALL OUTLETS AND FIXTURES TO BE LOCATED ABOVE FLOOD LEVEL. 6.

ASSUME STANDARD TOGGLE SWITCHES AND PLATES UNDLESS OTHERWISE NOTED. 7.

ALL OUTLETS TO BE HORIZONTALLY INSTALLED, CENTERED ON WINDOWS, AND IN BASEBOARDS, WHERE POSSIBLE. 8.

SEE LIGHTING SCHEDULE FOR FIXTURE TYPES. ALL FIXTURES BY OWNER/G.C. 9.

OWNER/GC TO DETERMINE FINAL HVAC ZONING REQUIREMENTS. 10. OWNER/GC TO DETERMINE OPTIMAL THERMOSTAT LOCATIONS OR PROVIDE FOR REMOTE THERMOSTAT SENSORS. 11. OWNER/GC TO DETERMINE AND COORDINATE GROUND FAULT INTERRUPTERS, ARC FAULT INTERRUPTERS, AND SURGE PROTECTION TO BE PROVIDED AT REMOTE POINTS OR AT PRIMARY LOCATIONS. 12. OWNER/GC TO DETERMINE AND COORDINATE FINAL EXTENT OF WATER SERVICE: SERVICE MAY INCLUDE A COMBINATION OF RENNAI INSTANT HOT WATER SYSTEMS, REMOTE TEMPERATURE CONTROLS, AND BACK-UP WATER STORAGE TANKS. SERVICE MAY ALSO INCLUDE A WATER FILTRATION/ CONDITIONING SYSTEM AND/OR A REVERSE OSMOSIS SYSTEM.

FIRM SEAL

13. OWNER/GC TO DETERMINE AND COORDINATE ANY EXTENT OF SMART HOUSE TECHNOLOGY, INCLUDING RADIO RA OR CRESTRON SYSTEMS, PC INTEGRATION, A/V REQUIREMENTS, HVAC INTEGRATION, SECURITY AND LIGHTING INTEGRATION, AND "DIAL-IN" TECHNOLOGY. 14. OWNER/GC TO DETERMINE AND COORDINATE FINAL LOCATION OF IN GROUND PROPANETANK SERVICE OR NATURAL GAS SERVICE IF APPLICABLE. 15. OWNER/G.C. TO DETERMINE AND COORDINATE LANDSCAPE LIGHTING.

CEILING FAN W/ LIGHT

S

SINGLE POLE SWITCH

S3

3 WAY SWITCH

S4

4 WAY SWITCH ELECTRIC METER

SD

CIRCUIT PANEL BOX SD

J

JUNCTION BOX

16. G.C./OWNER TO COORDINATE EXTENT OF DIMMER SWITCH LOCATIONS. 17. KITCHEN CABINET AND APPLIANCE LOCATIONS ARE APPROXIMATE. G.C./ OWNER TO DETERMINE FINAL LOCATION AND PLACEMENT AND COORDINATE ALL ELECTRICAL, POWER, AND LIGHTING REQUIREMENTS WITH SHOP DRAWINGS AND EQUIPMENT SPECIFICATIONS AS NEEDED. POWER REQUIREMENTS TO MEET ALL APPLICABLE CODES. 16. G.C./OWNER TO COORDINATE EXTERIOR WATER PROOF ELECTRICAL OUTLETS FOR EXTERIOR CHRISTMAS LIGHT USE. OUTLETS SHOULD BE LOCATED SO THAT THEY ARE NOT VISIBLE FROM THE STREET ON SIDE WALLS OF THROUGH ROOF PROJECTIONS OR LOCATED IN THE SOFFIT.

SEAL

FLOURESCENT FIXTURE

SD

GFI

EF

GFI

SD

SD

EF

SD

GFI

EF

LOT #354, 144 LANCASTER BLVD BERKELEY HALL | BLUFFTON, SC

EQ

STEWART RESIDENCE

EQ

GFI

WP

REVISIONS 1-

brent robinson, architect

c This drawing is the property of the Architect and is not to be reproduced in whole or in part by any means or method without the express written consent of the Architect.

Any unauthorized reproduction or reuse of these documents will result in legal action.

1

SECOND FLOOR ELECTRICAL PLAN 1/4" = 1'-0"

PROJECT NO. 20022 DATE 09-15-2021 DRAWN BY B.ROBINSON CHECKED BY SHEET NO.

A202

SF ELECTRICAL PLAN

144 Lancaster Blvd- Kitchen Concepts

144 Lancaster Blvd- Mudroom/Laundry Concepts

Countertop for folding

144 Lancaster Blvd- Office Concepts

144 Lancaster Blvd- Office Concepts Cont.

144 Lancaster Blvd- Master Bath Concepts

144 Lancaster Blvd- Guest Bath Concepts

144 Lancaster Blvd- Specs.

Specifications for Scope of Work: 1) General Conditions: Plans printed for construction use Surveys: Foundation, Elevation Certificates, and Final As-Built. Portable toilet on site during construction Electrical use during construction Water use during construction Beaufort-Jasper Water & Sewer tap fees included Progressive site cleaning during construction Final cleaning for owner occupancy Beaufort country building permit fees and Impact fees Dumpster on site and trash hauling fees Barricades and silt fencing as required by ARB to start work 2) Site work: Clearing of site for construction to begin Fill dirt for garage slabs, raised pool deck and crawl space.

Compaction tests on footings Termite treatment to slab areas During construction the exposed wood 2 feet up and/or out from all support foundations will be treated with Bora-Care. Bora-Care is a field applied wood treatment product for the control of subterranean termites.

Driveway to be 4” broom finish concrete with saw cut expansions per double cut driveway plan

3) Landscape & Irrigation work on allowance of $42,653.00. Pricing includes tree mitigation required by ARB. Grading included per drainage plan at $2,530.

4) Foundation Work: 24” x 12” concrete footings 12” pad footing Fireplace footing 2 car and 1 car Garage slab on grade 4” concrete service yard slab 4” concrete broom finish for dog run service yard 8x8x16 CMU Block foundation 12x8x12 CMU columns per engineering plan Porch Fireplace to have floor to ceiling Sav Grey brick with raised hearth.

Savannah Grey Brick steps at front entry porch. Standard square edge brick.

5) Gas Work: Contractor to bury on site 500 gallon propane tank and make connections to 2 fireplaces, cooktop, grill, 2 water heaters and spa. 400 gallons of gas in tank.

144 Lancaster Blvd- Specs. Cont.

6) Exterior rails: Aluminum powder coated handrails built with 3⁄4” square pickets and 2 1⁄4” decorative cap as shown in plans with chip n’ dale design where shown.

to not being able to hold quoted lumber pricing at contract signing. In addition, if the current lumber pricing decreases Owner will receive the credit for the decrease in the lumber package when delivered.

7) Install bronze aluminum framing with 20/20 charcoal screening and single screen door.

8) Framing labor and materials are included to frame house to local hurricane codes including strapping, tie down and anchor bolts. $165,000.00

10) Interior trim: Interior doors included as solid core Masonite “Logan” style per below im9) Exterior trim: age Tongue & Groove porch ceilings to be stained 1x8 baseboards with EC163 base cap and standard EC129 standard quarter Hardie detail over front of garages round shoe mould. EC460 MDF casings at windows and doors.

15 Pressure Treated brackets per plan to be painted Window stool at all windows included. #1 Pressure Treated Hog Penn louvers at foundation MDF EC778 7” cove crown installed in all areas of first floor and all areas Two service yard doors built on site with hardware of second floor except inside closets.

Trex upgraded Transcend decking for front porch, screen porch, rear Interior stairs to be red oak treads and handrails, poplar risers. porch & all rear stairs.

“Force Majeure Clause: Due to the current Coronavirus situation, lumber Risers and pickets to be painted.

Interior specialty features on allowance of $15,000.00 TBD with owner prices are subject to change within 5 days. If the existing lumber quote will not be honored by supplier at time Bench seat in laundry room built on site on allowance of $2,000.00 for laof start of framing, Owner is subject to any price increases that occur due bor and materials. Foyer to receive interior windows per plan.

144 Lancaster Blvd- Specs. Cont.

Outdoor vent free Courtyard 42” stainless steel fireplace with standard log set and on/off wall switch with gray interior herringbone brick pattern. Master bath fireplace on allowance of $4,000 for a vent free unit w/ concrete mantel for $3,500 11) Cabinets and all built-ins to be on allowance of $90,000.00. Granite tops to be on allowance of $25,000.00 Outdoor grill Appliances on allowance of $8,000.00 Outdoor grill top on allowance of $2,000.00

14) Roofing: Felt paper to cover entire roof GAF Timberline HDZ architectural shingles

15) Exterior Windows and Doors: As shown on plans.

Front entry door: 1 3⁄4” thick stain grade sapele mahogany with Low-e 12) Insulation: Apply open cell spray foam insulation at 5” nominal in roof deck of house glass in pattern as shown on plans.

Apply open cell spray foam insulation at 3.5” nominal in gable walls in at- Provide storm trim and fabric shield panels with fastening system at all window and doors with glass for hurricane protection. tic of house and exterior walls of house.

R11 Fiberglass insulation in bedroom walls, bath walls, and laundry walls Exit doors from garage to breezeway and garage to service area are 3’ x 6’8” 3⁄4 light smooth fiberglass doors with Glass / SDL and Low E glass to for sound be painted white.

R19 unfaced fiberglass insulation between 1st and 2nd floor for sound All exterior windows and door to be Marvin Elevate Aluminum clad/wood 13) Indoor wood burning fireplace to be a Superior WRT3042 42” indoor units with Black exterior and natural pine interiors painted to match trim by painter on site. wood burning fireplace with 30’ flue system. 24” charred American Oak Sierra Pacific aluminum clad/wood accordion Pass Thru window at kitchlog set included with on/off remote. Gray interior brick in herringbone en black exterior. Screens provided at operable windows only. pattern.

144 Lancaster Blvd- Specs. Cont.

Outdoor vent free Courtyard 42” stainless steel fireplace with standard log set and on/off wall switch with gray interior herringbone brick pattern. Master bath fireplace on allowance of $4,000 for a vent free unit w/ concrete mantel for $3,500 11) Cabinets and all built-ins to be on allowance of $90,000.00. Granite tops to be on allowance of $25,000.00 Outdoor grill Appliances on allowance of $8,000.00 Outdoor grill top on allowance of $2,000.00

14) Roofing: Felt paper to cover entire roof GAF Timberline HDZ architectural shingles

15) Exterior Windows and Doors: As shown on plans.

Front entry door: 1 3⁄4” thick stain grade sapele mahogany with Low-e 12) Insulation: Apply open cell spray foam insulation at 5” nominal in roof deck of house glass in pattern as shown on plans.

Apply open cell spray foam insulation at 3.5” nominal in gable walls in at- Provide storm trim and fabric shield panels with fastening system at all window and doors with glass for hurricane protection. tic of house and exterior walls of house.

R11 Fiberglass insulation in bedroom walls, bath walls, and laundry walls Exit doors from garage to breezeway and garage to service area are 3’ x 6’8” 3⁄4 light smooth fiberglass doors with Glass / SDL and Low E glass to for sound be painted white.

R19 unfaced fiberglass insulation between 1st and 2nd floor for sound All exterior windows and door to be Marvin Elevate Aluminum clad/wood 13) Indoor wood burning fireplace to be a Superior WRT3042 42” indoor units with Black exterior and natural pine interiors painted to match trim by painter on site. wood burning fireplace with 30’ flue system. 24” charred American Oak Sierra Pacific aluminum clad/wood accordion Pass Thru window at kitchlog set included with on/off remote. Gray interior brick in herringbone en black exterior. Screens provided at operable windows only. pattern.

144 Lancaster Blvd- Specs. Cont.

16) Mirrors: Contractor to install flat glass mirrors at all vanities.

If owner provides decorative mirrors, contractor will charge $35/each to hang them and will make adjustment to contract budget for flat glass mirrors. Budget for mirrors is $1,390.00.

20) Shelving: All shelving throughout house as listed below is included as white melamine as per design from Low Country Shelving. Allowance for all shelving is $9,500.00. Master Closet, Coat Closet, Bedroom 2, Bedroom 3, Bedroom 4, Bedroom 6.

17) Garage Doors: One 6x8 insulated CHI 2147 Carriage House door with steel facing, PVC overlay design. Madison glass top section. 1⁄2 hp Liftmaster belt drive operator. Three 9x8 insulated CHI 2147 Carriage House door with steel facing, PVC overlay design.

Madison glass top section. (2) 1⁄2 hp Liftmaster belt drive operator. 1 keyless Liftmaster entry pad included – garage doors rated to 130 MPH.

21) Stucco: Installation of conventional cement based stucco system with 2 PLI SJT Ponny Roll 60 Minute house wrap and wire lath. Backer rod and caulking at all window and door openings. All expansion joints included as per plan. Finish coat to be quartz putz or sand finish. Soffit and fascia to be stucco. All soffit brackets to be stucco. All columns to be stucco.

2nd floor front and rear porch deck to be waterproof decking with traffic coat – color TBD by owner.

22) Drywall: 18) Shower doors: Master bath: 3/8” frameless shower enclosure, 84” tall, clear glass. Bath 2: Install 1⁄2” drywall to all house walls and ceilings and finish smooth ready to paint. Install 5/8 type X drywall to garage ceiling, 1⁄2” drywall to garage One 3/8” frameless shower door, 80” tall, clear glass. walls. Finish smooth and ready for paint. All edges to be standard square Bunk Bath: 3/8” frameless shower enclosure, 80” tall, clear glass. edges.

19) Door hardware to be selected by owner on allowance of $5,500.00.

Contractor to install hardware.

144 Lancaster Blvd- Specs. Cont.

23) Tile work: Allowance for decorative tile splash at kitchen is $3,000.00 for labor and materials.

Master Bath: Owner to select tile for main bath floor and shower walls (to 10’ ht.) materials on allowance of $6/ft. for materials only.

Owner to select tile for shower floor on allowance of $20/ft. for materials only.

Two 12” x 12” or one long 12” x 24” recessed shampoo niche included for master shower area. Surround for fireplace at master bathtub on allowance of $1,200.00 Bath 2: Owner to select shower walls to 9’ ceiling on allowance of $6/ft. for materials. Owner to select shower floor materials on allowance of $20/ft. for materials. One recessed 12” x 12” shampoo niche included.

Bath 3: One 12” x 12” recessed shampoo niche included. Tub tile to ceiling. Wall material on allowance of $6/sq. ft.

Decorative borders or patterns at additional costs.

Bath 6: Owner to select shower walls to 9’ ceiling on allowance of $6/ft. for materials. Owner to select shower floor materials on allowance of $20/ft. for materials. One recessed 12” x 12” shampoo niche included.

24) LVP Plank wood flooring: Allowance for LVP materials is $6/ft. to be selected by owner. LVP plank flooring to go on all areas of first floor except master bath main floor, master bedroom and master closet. All upstairs bathroom floors to be LVP Pool bath to receive LVP flooring.

25) Carpet included on allowance of $30/yd to go in master bedroom, master closet, all bedrooms and closets upstairs, upstairs family room and art room.

26) Painting: Exterior painting: Prep, prime and paint all Hardie board on garage. Prime and paint 15 Brackets. Prep, prime and paint two service yard gates. Paint garage doors.

Paint two fiberglass doors at garage. Stain front entry door. Stain T&G porch ceilings Interior painting: Prime, prep and paint house and garage drywall ceilings with Sherwin Williams Pro Mar 400 flat paints. Prime, Prep and paint house and garage drywall walls with Sherwin Williams Duration flat latex paint. Seven wall colors allowed before upcharges. Additional colors are at a $250 per color fee. Prime, prep, and paint all interior trim and primed to paint laundry bench seat, & foyer entry window enclosure with Sherwin Williams Pro Classics semi-gloss paints. One trim color and one ceiling color allowed.

144 Lancaster Blvd- Specs. Cont.

29) Plumbing: PEX water lines and PVC drain lines.

Connections made to street taps Two Rinnai standard tankless water heaters 4 exterior hose bibbs included.

Owner to select all plumbing fixtures on allowance of $18,000.00

wire and install 11 ceiling fans Two floor outlets 6 LED garage fluorescents Pool and Spa wiring 6 Panasonic bath fans Golf cart charger outlet Decora switches and outlets in white Owner to select all decorative lights and fans on allowance of $13,000.00 Structured wiring: TV, cable, data on allowance of $5,028.00. Smoke/Carbon Monoxide detectors included per code.

30) HVAC: Contractor to install Carrier Comfort 14 SEER Heat Pumps with variable speed air handlers. System one: main living to receive a 2.5 ton unit.

System two: Master and Office on a 1.5 ton unit.

System Three: Second Floor on a 3 ton unit.

All duct work to be cleaned before owner occupancy.

Blower door test & duct sealing test included as best practice standards.

Make up Air Kit included for Hood at kitchen per code.

Carrier single bulb UV Light included for each system.

32) Pool & Spa Included: 16’x32’ 3’ to 5’ deep Tanning ledge w/ walk in steps and bench 2 LED underwater lights Well points during excavation as required Waterline tile standard selection TBD. Pebble Tech interior finish Auto fill stub out, overflow stub out In-line chlorinator with Pentair Salt/Chlorine generator system.

27) Bath accessories to be selected by owner on allowance of $2,000.00.

28) Allowance for appliances to be selected by owner is $30,000.00.

31) Electrical: Electrical work is based on plans provided.

400 amp service 6 inch white LED recess cans