PROPOSED ADDITION TO RESIDENCE IN WESTPORT,CT by Colangelo Associates Architects

Project status:

Residence in Westport, CT

Permit

PROPOSED ADDITION TO RESIDENCE IN WESTPORT, CT

Colangelo Associates Architects 66 Broad Street, Stamford, CT 06901-2311 Phone: 203-967-4747 Fax: 203-978-1414 Web: colangeloassociates.com

Sheet #:

A1001

Project status:

Permit

Roof Plan 1

A107

2 X 10 RAFTERS @16 O.C.

A107

1' - 0"

1 3/4 X14 LVL VALLEY 1' - 0"

1' - 0" 1' - 0"

2-1 3/4x11 7/8 LVL

2 X 10 RAFTERS @16 O.C.

2-1 3/4x11 7/8 LVL

1 3/4 X14 LVL RIDGE

A107

EY LL

2 X 10 RAFTERS @16 O.C.

L L E Y A V L L V

2 X 10 RAFTERS @16 O.C.

X1 4

1 3 /4

1 3/4 X14 LVL VALLEY

4 X 1

1 3/4 X14 LVL RIDGE

metal roof

A107

2 X 10 RAFTERS @16 O.C.

2-1 3/4x11 7/8 LVL

2 X 10 RAFTERS @16 O.C.

Roof Below

1 3/4 X14 LVL RIDGE

1' - 0"

L L V

2 X 10 RAFTERS @16 O.C.

1' - 0"

EY L L V A

Residence in Westport, CT

L L E Y V A L V L

4 X1

2 X 10 RAFTERS @16 O.C.

X 1 4

2 X 10 RAFTERS @16 O.C.

1 3 /4

2 X 10 RAFTERS @16 O.C.

1' - 0"

Roof Below Existing to remain 1 A107

2 A107

Upon partial demolition of any structure, the architect and/or structural engineer shall be notified to conduct a site visit to determine if the notes and specifications on these drawings are adequate to meet the onsite conditions.

Roof 1/4" = 1'-0"

Sheet List Sheet Number A101 A102 A103 A104 A105 A106 A107 A108 A109 A110 A200 A300 A400

Sheet Name Roof Plan First Floor Plan Second Floor Plan Attic Elevations Elevations Sections Braced Wall Plans Level 1 Braced Wall Plans Level 2 Demolition Plan LVL Details General Wall Sections General Notes

Colangelo Associates Architects 66 Broad Street, Stamford, CT 06901-2311 Phone: 203-967-4747 Fax: 203-978-1414 Web: colangeloassociates.com

Sheet #:

A101

Window Schedule

A107

Type Mark

A107

21' - 0"

59' - 7" 29' - 5 1/2" 2' - 6"

7' - 2"

9 1/4 TJI 360 @ 16O.C. Fill in stair opening.

2-9 3/4 LVL

5 SD

A107

38 156 SF

Butler

15' - 5"

29' - 2"

FLITCH

2-1 3/4X9 1/4'' LVL w/1/2 PL

7' - 8"

16' - 5"

Raised Ceiling

5' - 6 1/2"

11' - 2"

3' - 0"

15' - 9 1/2"

Dining

34 158 SF

25' - 9 1/2"

6' - 8 1/2"

22' - 3 1/2"

11' - 6"

3' - 0" 5' - 0"

2' - 0" 3' - 0"

89 90

5 5

2' - 6" 2' - 6" 3' - 0" 3' - 6"

2' - 6" 3' - 6"

5' - 1"

Count

Width

Project status:

Pella,DH,SGL,3x2_3x2-Lite,No_Tr im.rfaNew: 2x3 Pella,DH,SGL,3x2_3x2-Lite,No_Tr im.rfaNew: 3-x4'8" Pella,DH,SGL,3x2_3x2-Lite,No_Tr im.rfaNew: 3-x5 Pella,DH,SGL,2x2_1-Lite,No_Trim: 2'x3' Awning.0001: Awning 30x30 Pella,DH,SGL,3x2_3x2-Lite,No_Tr im.rfaNew: 3-x3-6 Pella,DH,SGL,2x2_1-Lite,No_Trim: 2-6'x3-6'

Height

5 9 18

9 3 1

2' - 6" 6' - 8" 2' - 4" 6' - 8" 3' - 0" 7' - 0"

19 20 27 28 29

3 2 6 6 2

3' - 0" 1' - 6" 2' - 0" 2' - 2" 7' - 0"

30 2 35 7 Grand total: 41

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

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

Family and Type Single-Flush: 30" x 80" Single-Flush: 28" x 80" Single-Raised Panel with Sidelights: 36" x 84" Double-Panel 2: 36*80 2 Single-Flush: 18" x 80" 3 Single-Flush: 24" x 80" Single-Flush: 26" x 80" Door,Garage,EqualDoor,Carr350Pl ,7-8'Hg.0002: 7'-0" x 8'-0" 2 Sliding-2 Panel 2: 60" x 84" Double-Panel 2: 48*80

Sheet List Sheet Number

A400

Permit

First Floor Plan

Room Schedule

Area Schedule (Rentable)

Level 1 Level 2 Grand total: 3

17' - 0 1/2"

Level

3' - 0"

15' - 4 1/2"

38' - 3 1/2"

Area

29' - 7"

EXISTING TO REMAIN

5' - 0"

5' - 6"

6' - 10"

3' - 6" 6' - 1 1/2"

13' - 3"

23' - 3" 53

4x4 psl posts typ To foundation wall.

3' - 0" 4' - 8"

A110 A200 A300

FLITCH

A109

2' - 0"

2' - 5 1/2"

30' - 2 1/2"

30 55 SF

EXISTING TO REMAIN

Study

15' - 5"

7' - 1 1/2"

49 801 SF

A101 A102 A103 A104 A105 A106 A107 A108

27 15' - 5"

EXISTING TO REMAIN

5' - 0"

Kitch/Fam

30' - 3 1/2"

4' - 6 1/2"

21' - 8 1/2"

EXISTING TO REMAIN

GFI

9 1/4 TJI 360 @ 16O.C.

GFI

3 227 SF

30' - 9"

bedroom 4

24' - 6" 5' - 0"

13' - 3"

26 25 SF

17' - 3"

45' - 1"

5' - 0"

10' - 5"

9' - 11 1/2"

Closet 5

2-1 3/4X9 1/4'' LVL

50' - 3"

33 63 SF

12' - 6 1/2"

2' - 0" 3' - 0"

Type Mark

5 47 SF

2-9 3/4 LVL

Utility

Condensing units

8' - 6"

3' - 6" 6' - 3"

20' - 1"

21' - 1"

20' - 1"

5' - 5"

Family and Type

Door Schedule

Bathroom4

2-1 3/4X9 1/4'' LVL w/1/2 PL

GFI

pantry

9 33 SF

11' - 8 1/2"

Open Above

2-9 3/4 LVL

12' - 4"

29' - 3 1/2"

GFI

FLITCH

5' - 6"

25' - 5"

GFI

10 424 SF

Entry

6 282 SF

GFI

Garage

2-1 3/4X9 1/4'' LVL w/1/2 PL

Height

5' - 1"

Limit of 9'-0''Ceiling

5 A107

4 68 SF

13' - 1 1/2"

8 38 SF

Powder Room

FLITCH

2' - 5 1/2"

FLITCH

mud room

Width

Grand total: 45

15' - 0" 2-1 3/4X9 1/4'' LVL w/1/2 PL 6' - 1"

5' - 2"

4x4 psl posts typ post to footing beam 2x2x1 P.C. FTG Typ.

20' - 0"

3' - 0"

5' - 0 1/2"

26' - 6"

8' - 3"

EXISTING TO REMAIN

7' - 3"

6' - 2"

8' - 6"

4' - 2"

8' - 7 1/2"

4' - 6 1/2"

7' - 3"

7' - 0"

10' - 3 1/2" 29

13' - 2 1/2"

GFI

9' - 2"

EXISTING TO REMAIN

3' - 6"

3' - 10"

5' - 9 1/2"

2X10 PT JOISTS @16'' O.C. w/ Trex deck

9' - 4"

2' - 10"

5' - 10 1/2"

Count

2458 SF 1788 SF 4246 SF

Number Level 1 3 4 5 6 8 9 10 26 30 33 34 38 49 Level 1: 13

Name bedroom 4 Powder Room Bathroom4 Entry mud room pantry Garage Closet 5 Butler Utility Dining Study Kitch/Fam

Level 2 11 Bedroom3 12 Bedroom 1 23 Bathroom 1 42 Bedroom 2 43 Bathroom 2 44 Laundry 45 MBedroom 46 Mbath 47 MCloset 48 Hall 50 Mezzanine 51 Closet 4 52 Linen 53 Closet 1 54 Closet 2 55 Closet 3 Level 2: 16 Grand total: 29

Area 227 SF 68 SF 47 SF 282 SF 38 SF 33 SF 424 SF 25 SF 55 SF 63 SF 158 SF 156 SF 801 SF 2376 SF 205 SF 150 SF 58 SF 154 SF 32 SF 53 SF 265 SF 138 SF 72 SF 113 SF 101 SF 88 SF 9 SF 19 SF 19 SF 45 SF 1519 SF 3896 SF

Residence in Westport, CT

53 17' - 1 1/2"

5' - 2"

39' - 3 1/2"

9' - 11 1/2"

39' - 3 1/2"

6' - 2"

55' - 5"

Level 1 1/4" = 1'-0" 1 A107

2 A107

Colangelo Associates Architects 66 Broad Street, Stamford, CT 06901-2311 Phone: 203-967-4747 Fax: 203-978-1414 Web: colangeloassociates.com

Level 1 Existing 1/8" = 1'-0"

Sheet #:

A102

Window Schedule Type Mark

Count

Width

Project status:

Height

2' - 0" 3' - 0"

3' - 0" 4' - 8"

3' - 0" 5' - 0"

2' - 0" 3' - 0"

89 90

5 5

2' - 6" 2' - 6" 3' - 0" 3' - 6"

2' - 6" 3' - 6"

Grand total: 45

Family and Type

Permit

Door Schedule

5' - 10 1/2"

3' - 0"

43 32 SF

4' - 11 1/2"

90 7' - 3 1/2"

9' - 9" 5' - 5"

15' - 4 1/2" 52 SD

54 19 SF

Closet 1 53 19 SF

1' - 0"

35 2' - 0"

9' - 4"

12 150 SF

2' - 0"

52 9' - 7"

52 11' - 0 1/2"

66' - 10 1/2"

2' - 6"

A107

30' - 3 1/2"

4' - 5"

23 58 SF

90 4' - 3"

Bathroom 1

Bedroom 1

2 different size windows in this roomone for egress

7' - 5"

9 1/4 TJI 360 @16O.C.

11' - 9" 35

Closet 2

5' - 0"

52 9 SF

1' - 0"

GFI

3' - 3"

Bathroom 2

10' - 0"

9 1/4 TJI 360 @ 16O.C.

13' - 2"

42 154 SF

Linen

Bedroom 2

44 53 SF

5' - 6"

2-1 3/4X9 1/4'' LVL w/1/2 PL

Laundry

11' - 8"

FLITCH

2' - 0"

pull down stair

Height

5 9 18

9 3 1

2' - 6" 6' - 8" 2' - 4" 6' - 8" 3' - 0" 7' - 0"

19 20 27 28 29

3 2 6 6 2

3' - 0" 1' - 6" 2' - 0" 2' - 2" 7' - 0"

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

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

Number

11' - 9"

Hall

45 265 SF

5' - 0"

9 1/4 TJI 360 @ 16O.C.

MBedroom

55 45 SF

GFI

9 1/4 TJI 360 @16O.C.

13' - 6"

3' - 3"

11' - 3 1/2"

9' - 0"

1' - 0"

17' - 5 1/2"

Width

Room Schedule

9 SD

2 X 10 RAFTERS @16 O.C.

Closet 3

4' - 4 1/2"

48 113 SF

20' - 0"

3' - 9 1/2"

Count

30 2 35 7 Grand total: 41

Bedroom3

3' - 3 1/2"

FLITCH

9 1/4 TJI 360 @16O.C.

30' - 2 1/2"

4x4 psl posts typ To foundation wall.

2-1 3/4X9 1/4'' LVL w/1/2 PL

50 101 SF

51 88 SF

5' - 4 1/2"

Open to Below

Mezzanine

Closet 4

5' - 0" 28

23' - 4"

14' - 11"

2' - 5 1/2"

6' - 7 1/2"

47 72 SF

20 3' - 6"

MCloset

GFI

20' - 9" 3 A107

5' - 7 1/2"

13' - 1 1/2"

17' - 7 1/2"

15' - 4 1/2"

46 138 SF

cricket

8' - 9"

9 1/4 TJI 360 @ 16O.C.

Mbath

4' - 9 1/2"

11 205 SF

GFI

7' - 5 1/2"

4' - 9 1/2"

4' - 11"

2 X 10 RAFTERS @16 O.C.

4' - 9 1/2"

7' - 8 1/2"

10' - 3"

4' - 9 1/2"

9' - 3"

2' - 6" 52

2 X 10 RAFTER S @16 O.C.

11' - 11 1/2"

Roof Below Existing to remain

8' - 3"

6' - 0 1/2"

1 3/4 X14 LVL RIDGE

6' - 0"

18' - 5 1/2"

1' - 0"

Roof Below

6' - 1"

1' - 0"

2 X 10 RAFTERS @16 O.C.

3' - 0"

Level 1 3 4 5 6 8 9 10 26 30 33 34 38 49 Level 1: 13

Name bedroom 4 Powder Room Bathroom4 Entry mud room pantry Garage Closet 5 Butler Utility Dining Study Kitch/Fam

1' - 0"

Roof Below Existing to remain

A107

1' - 0"

Sheet Number A101 A102 A103 A104 A105 A106 A107 A108 A109

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

Sheet List

A107

2 X 10 RAFTERS @16 O.C.

1' - 0"

A107

GFI

2 X 10 RAFTERS @16 O.C.

Type Mark

Residence in Westport, CT

1 A107

Second Floor Plan

A110 A200 A300 A400

Area Schedule (Rentable) Level Level 1 Level 2 Grand total: 3

Area 2458 SF 1788 SF 4246 SF

Colangelo Associates Architects 66 Broad Street, Stamford, CT 06901-2311 Phone: 203-967-4747 Fax: 203-978-1414 Web: colangeloassociates.com

Sheet #:

A103

Window Schedule Type Mark

A107

Count

Width

Project status:

Height

2' - 0" 3' - 0"

3' - 0" 4' - 8"

3' - 0" 5' - 0"

2' - 0" 3' - 0"

89 90

5 5

2' - 6" 2' - 6" 3' - 0" 3' - 6"

2' - 6" 3' - 6"

Grand total: 45

Family and Type

Permit

Attic

Door Schedule Type Mark

Count

Width

Height

5 9 18

9 3 1

2' - 6" 6' - 8" 2' - 4" 6' - 8" 3' - 0" 7' - 0"

19 20 27 28 29

3 2 6 6 2

3' - 0" 1' - 6" 2' - 0" 2' - 2" 7' - 0"

30 2 35 7 Grand total: 41

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

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

Room Schedule

Open to Below'

6' - 1 1/2"

29' - 3 1/2"

A107

29' - 3 1/2"

A107

Area above 5'

53' - 10"

5' - 4"

bedroom 4 Powder Room Bathroom4 Entry mud room pantry Garage Closet 5 Butler Utility Dining Study Kitch/Fam

5' - 0"

Level 1 3 4 5 6 8 9 10 26 30 33 34 38 49 Level 1: 13

Name

Attic 1/4" = 1'-0"

A107

Residence in Westport, CT

Number

Sheet List Sheet Number A101 A102 A103 A104 A105 A106 A107 A108 A109 A110 A200 A300 A400

Area Schedule (Rentable) Level Level 1 Level 2 Grand total: 3

Area 2458 SF 1788 SF 4246 SF

Colangelo Associates Architects 66 Broad Street, Stamford, CT 06901-2311 Phone: 203-967-4747 Fax: 203-978-1414 Web: colangeloassociates.com

Sheet #:

A104

Project status:

Permit

Elevations

North 1/4" = 1'-0"

Residence in Westport, CT

East 1/4" = 1'-0"

Colangelo Associates Architects 66 Broad Street, Stamford, CT 06901-2311 Phone: 203-967-4747 Fax: 203-978-1414 Web: colangeloassociates.com

Sheet #:

A105

Project status:

Permit

Elevations

South 1/4" = 1'-0"

Residence in Westport, CT

Colangelo Associates Architects 66 Broad Street, Stamford, CT 06901-2311 Phone: 203-967-4747 Fax: 203-978-1414 Web: colangeloassociates.com

West 1/4" = 1'-0"

Sheet #:

A106

Project status:

A107

Permit

7' - 7"

A107

10' - 6"

7' - 0"

8' - 0"

9' - 0"

8' - 0"

6' - 7"

12' - 3"

Sections

Grade Plane -2' - 9"

A107

5' - 5 1/2"

10' - 10 1/2"

5' - 5 1/2"

Residence in Westport, CT

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

24' - 4"

29' - 9"

8' - 0"

Level 3 17' - 10"

8' - 0"

Level 2 8' - 10"

9' - 0"

Section 7 1/4" = 1'-0"

Level 1 0' - 0"

Grade Plane -2' - 9" 3

Section 3 1/4" = 1'-0" 1

A107

Colangelo Associates Architects 66 Broad Street, Stamford, CT 06901-2311 Phone: 203-967-4747 Fax: 203-978-1414 Web: colangeloassociates.com

Sheet #:

A107

Project status:

Permit

BRACED WALL NOTES THE CONSTRUCTION SHALL CONFORM TO THE 2009 IRC REQUIREMENTS FOR THE 100MPH WIND SPEED ZONE (3-SECOND GUST) AS ADOPTED BY THE CONNECTICUT STATE BUILDING CODE (APPENDIX R). SEISMIC ZONE B. RAFTER TO STUD/TOP PLATE CONNECTION: USE SIMPSON H2A AT EACH RAFTER WHERE RAFTERS SIT ON WALL BELOW. RAFTER TO SILL PLATE CONNECTION: USE SIMPSON MTS30 AT EACH RAFTER WHERE RAFTERS SITS ON PLATE ABOVE THE ATTIC FLOOR. ALL OTHER STRUCTURAL MEMBER CONECTIONS SHALL BE APPROVED FASTENERS (SEE TABLE R602.3(1) IN 2009 IRC). THE CONTRACTOR IS ALSO DIRECTED TO THE 2009 IRC CHAPTER 6 AS AN ADDITIONAL REFERENCE.

16' - 10 1/2" 2' ABW (= 4'WSP)

2' ABW (= 4'WSP)

4'WSP

5' - 11"

7' - 5 1/2"

4'WSP

16'4'WSP - 8 1/2"

4'WSP

13' - 9"

4'WSP

BWL

INDICATES "BRACED WALL LINE"; BOTTOM TAG REFERS TO SPECIFIC BWL CALCULATIONS AS SHOWN BELOW INDICATES MINIMUN BRACED WALL LENGHT REQUIRED BY 2009 IRC

4'WSP

Braced Wall Plans Level 1

4'WSP

1-1

13' - 1"

BWL

4'WSP

LEGEND-BRACED WALL PLANS

4' - 11"

3-1

"ABW"

ALTERNATE BRACED WALL-SEE DETAIL.

29' - 8 1/2"

12' - 0" 4'WSP

45' - 6 1/2"

PORTAL FRAME AT GARAGE. See Detail below from 2009 IRC for nailing pattern and connection requirements. NOTE THAT 2-11.25" CONTINUOUS HEADERS ARE REQUIRED AT "PFG".

4'WSP

7' - 11"

5' - 4 1/2"

"PFG"

9' - 0 1/2"

2' ABW (= 4'WSP)

BWL 2-1

21' - 0"

11' - 1 1/2" 4'WSP

7' - 9"

8' - 6"

Residence in Westport, CT

15' - 10"

4'WSP

17' - 7 1/2"

4'WSP

6' - 9 1/2"

PORTAL FRAME WITH HOLD-DOWN. See Detail below from 2009 IRC for nailing pattern and connection requirements. NOTE THAT 2-11.25" CONTINUOUS HEADERS ARE REQUIRED AT "PFG".

4'WSP

"PFH"

7' - 10 1/2"

GYPSUM BOARD INTERMITTENT BRACED WALL. NAILING PATTERN FOR 5/8'' GB: 1-3/4'' galvanized roofing nail: staple galvanized, 1-5/8 "long; 1-5/8" screws. type W or S; all at 7'' spacing at edges and 7'' spacing in field. NAILING PATTERN FOR 1/2'' GB: 1-1/2'' galvanized roofing nail: staple galvanized, 1-1/2 long; 1-1/4 screws, Type W or S; all at 7'' spacing at edges and 7'' spacing field.

4'WSP

"GB"

13' - 5"

WOOD STRUCTURAL PANEL (UNLESS NOTED OTHERWISE ALL EXTERIOR BRACED WALLS ARE INTERMITTENT WSP). NAILING PATTERN: 6d common (2"x0.113") nails at 6'' spacing (panel edges) and at 12'' spacing (intermediate supports) or 16 ga.x1 3/4 staples at 3'' spacing (panel edges) and at 6'' spacing (intermediate supports)

4'WSP

"WSP"

18' - 2 1/2"

FULLY BRACED WALLS MEET OR EXCEED MINIMUN REQUIREMENTS OF THIS CODE.

2' ABW (= 4'WSP)

BWL

4'WSP

1-1

7' - 3 1/2" 11' - 10 1/2"

16' - 0"

10' - 0" 38' - 8 1/2"

29' - 6 1/2"

80' - 1 1/2" 2

Alternate braced wall detail not to scale

BWL

D-1

B-1

A-1

Level 1 Braced Wall Plans 1/4" = 1'-0"

Colangelo Associates Architects 66 Broad Street, Stamford, CT 06901-2311 Phone: 203-967-4747 Fax: 203-978-1414 Web: colangeloassociates.com

Sheet #:

A108

Project status:

Permit

Braced Wall Plans Level 2

LEGEND-BRACED WALL PLANS

BWL 1-1

INDICATES "BRACED WALL LINE"; BOTTOM TAG REFERS TO SPECIFIC BWL CALCULATIONS AS SHOWN BELOW INDICATES MINIMUN BRACED WALL LENGHT REQUIRED BY 2009 IRC FULLY BRACED WALLS MEET OR EXCEED MINIMUN REQUIREMENTS OF THIS CODE.

ALTERNATE BRACED WALL-SEE DETAIL.

4'WSP

2' ABW (= 4'WSP)

14' - 0"

Residence in Westport, CT

4' - 4"

6' - 0"

4'WSP

11' - 0 1/2"

4'WSP

29' - 8 1/2"

"ABW"

3-1

6' - 11"

4'WSP

PORTAL FRAME AT GARAGE. See Detail below from 2009 IRC for nailing pattern and connection requirements. NOTE THAT 2-11.25" CONTINUOUS HEADERS ARE REQUIRED AT "PFG".

BWL

4'WSP

"PFG"

12' - 4 1/2"

4'WSP

PORTAL FRAME WITH HOLD-DOWN. See Detail below from 2009 IRC for nailing pattern and connection requirements. NOTE THAT 2-11.25" CONTINUOUS HEADERS ARE REQUIRED AT "PFG".

6' - 10 1/2"

6' - 0"

"PFH"

4'WSP

10' - 3 1/2"

"GB"

4'WSP

4' - 0"

11' - 3"

"WSP"

10' - 9"

9' - 7"

4'WSP

BWL 2-1

4'WSP

13' - 4"

4'WSP

17' - 6 1/2"

15' - 10 1/2"

4'WSP

13' - 9"

30' - 6 1/2"

4'WSP

7' - 11"

18' - 2 1/2"

66' - 3"

Alternate braced wall detail not to scale

Level 2 Braced Wall Plans 1/4" = 1'-0"

BWL

D-1

C-1

B-1

A-1

Colangelo Associates Architects 66 Broad Street, Stamford, CT 06901-2311 Phone: 203-967-4747 Fax: 203-978-1414 Web: colangeloassociates.com

Sheet #:

A109

Project status:

Permit

Demolition Plan

Residence in Westport, CT

Level 1 Demo 1/4" = 1'-0"

Colangelo Associates Architects 66 Broad Street, Stamford, CT 06901-2311 Phone: 203-967-4747 Fax: 203-978-1414 Web: colangeloassociates.com

Level 1 Existing. 1/8" = 1'-0"

Sheet #:

A110

METHOD GB- gypsum board Sheathing *1/2'' min. thick for studs spaced 24'' o.c. max *5' length for 1-sided *4' lenght for 2-sided

METHOD PBS- Parrticleboard Sheating Installed in accordance with Tables R602.3(2) & R602.3(4)

METHOD PCP- Portland Cement Plaster *On studs spaced 16'' o.c. max *Installed in accordance with R703.6

METHOD HPS- Hardboard Panel Siding

Project status:

Permit

LVL Details

Residence in Westport, CT

METHOD SFB-Structural Fiberboard Sheathing *1/2'' or 25/32'' thick *Studs spaced 16'' o.c. max. Must conform to ASTM C208

Sheet List Sheet Number A101 A102 A103 A104 A105 A106 A107 A108 A109 A110 A200 A300 A400

Colangelo Associates Architects 66 Broad Street, Stamford, CT 06901-2311 Phone: 203-967-4747 Fax: 203-978-1414 Web: colangeloassociates.com

Sheet #:

A200

Project status:

Permit

Residence in Westport, CT

General Wall Sections

Sheet List Sheet Number

A101 A102 A103 A104 A105 A106 A107 A108 A109 A110 A200 A300 A400

Colangelo Associates Architects 66 Broad Street, Stamford, CT 06901-2311 Phone: 203-967-4747 Fax: 203-978-1414 Web: colangeloassociates.com

Sheet #:

A300

A. The general conditions of contract for construction A.I.A. Document A201. Fourteenth Edition. 1987 Articles 1 through 14 inclusive and any subsequent amendments are hereby made part of the contract documents to the same extent as if written Herein in full. B. The outline form employed in these specifications and specifications on the drawing are intended to simplify the bidding process, and to allow the contractor reasonable latitude in the interest of cost control. The omission of exhaustive descriptions of material and labor does not imply any reduction in the quality of material or performance. Supplemental and Special Conditions THE SUPPLEMENTAL AND SPECIAL CONDITIONS SHALL GOVERN where they and the General Conditions conflict. A. CONTRACT DOCUMENTS 1. Drawings and specifications as instruments of service are and shall remain the property of the architect whether the project for which they are made is executed or not. The drawings and specifications shall not be used on other projects, for additions to this project or for completion of this project by others, except by agreement in writing and with appropriate compensation to the architect.

E. QUALITY OF WORK/CUTTING AND PATCHING

K. TEMPORARY LIGHTING AND POWER

1. Top quality material and first class workmanship shall be provided in all cases where specific materials, details or workmanship descriptions are omitted, unless approved otherwise by the Architect. Manufacturer's recommendations, shall be followed carefully, all miscellaneous work implied, but not specifically called for shall be included to assure a complete finished product in all respects.

1. THE GENERAL CONTRACTOR shall make all necessary applications, pay all fees and charges, obtain necessary permits and provide and maintain electrical energy for power and light and as required for power tools, machines, and as necessary for providing and maintaining artificial light in the progress of any branch of the work. The General Contractor shall make arrangements with the power company for temporary connection locations and metering charges.

2. All work shall be guaranteed for one year after final payment. General Contractor to furnish written guarantee on his work and all Subcontractor work, against defects resulting from the use of inferior materials, equipment, or workmanship, as determined solely by the Architect. All such defects are to be replaced or repaired, complete with labor and materials, at no cost to the Owner. 3. EACH CONTRACTOR SHALL COOPERATE WITH OTHER TRADES and shall install his work as may be necessary for the proper installation of his own and other contractor's work, consulting with the contractors concerned regarding proper locations and sizes of same. 5. GENERAL CONTRACTOR shall be responsible for cutting all holes required by all trades. 4. NO EXCESSIVE CUTTING will be permitted nor shall any structural members be cut without the written approval of the Architect.

1. Hoisting of all materials and equipment shall be performed by the trade or subcontractor furnishing and/or erecting such materials and equipment. Location of hoisting appartus or cranes shall be approved by the Contractor, but if moving or relocation of such equipment is required during course of construction, the subcontractor shall comply promptly with the contractor's instructions. Without additional compensation. M. PUMPING 1. The contractor shall furnish and operate pumps and operate pumps of adequate capacity to maintain subgrade portions of the building free of water from any source until the completion and delivery of the building to the owner,

2. In the event of running springs are encountered in excavation, the stoppage of the same will be covered by a modification of the contract. The water to be pumped due to the running springs shall be considered as ground water and the contractor shall pump out same without charge to the owner until stoppage has been affected.

3. SHOULD THE CONTRACTOR BE AWARE OF ANYTHING OMITTED FROM THE DRAWINGS, necessary to the proper execution if the work Herien described, it shall be the duty of the contractor to so notify the Architect before signing the contract or commencing with the work.

1. Contractor to provide outlets per state code.

1. WHERE A DEFINITE MATERIAL IS SPECIFIED, it is not the intention to discriminate against any "approved equal" product made by another manufacturer. It is, rather, the intention to set a definite standard. Open competition is expected, but in all cases, samples of a proposed substitute shall be made unless authorized by the Architect.

4. THE INTER-RELATIONS OF THE SPECIFICATIONS, THE DRAWINGS AND THE SCHEDULES IS AS FOLLOWS: The specifications determine the nature and settings of the materials, the Drawings establish the quantities, dimensions and details, and the schedules give the locations. Should the drawings disagree in themselves, or with the Specifications, the better quality or greater quantity of work or materials shall be estimated upon and, unless otherwise 2. BIDS SHALL BE BASED ON COST OF THE MATERIAL, OR SPECIALTY SPECIFIED. After the contract is ordered by the Architect in writing shall be performed or furnished. In case the specifications shoud not fully agree with awarded, the Contractor shall submit to the Architect any proposals for substitution that he may care to suggest, the schedules, the latter shall govern. Figures given in Drawings govern scale measurements and large scale details together with samples and complete data. The Architect will investigate all such proposals, consult the mechanical govern small scale drawings. engineers and Owner and render financial decisions as promptly as possible. The Architect does not bind himself to consider substitution after the expiration of the one month, since the delays occasioned by the necessary investigations will tend to delay the ordering of materials, and hence the progress of the work. 5. The Architect has indicated and estimated certain conditions, either not shown or not considered reliable on older Drawings furnished to Architect by Owner, or not measurable due to total absence of any Drawings, or too inaccessible to verify in the field prior to preparing Drawings. The Architect therefore takes no responsibilty for the 3. Whenever any product is specified in the contract documents by a reference to the name, trade name, make or accuracy of these estimated conditions, has shown work requirements on the Drawings for Bidding scope only, and catalog number of any manufacturer or supplier, or "approved equal", the owner in conjunction with the Architect shall be will furnish more detailed information later when areas are actually accessible and measurable, by the Contractors. the sole judge to whether a proposed equal is to be approved and the contractor shall have the burden of proving, at his Any work that must be done additionally in areas where information or indications on Drawings are found to differ own cost and expense, to the satisfaction of the owner in conjunction with the Architect, that the proposed product is from actual field conditions where work is laid out, shall be billed to the Owner as an extra charge, subject to the equal to the named product. In making such determination the Architect may establish such objective and appearance Architect's approval of an itemized cost breakdown. criteria as he may deem proper that the proposed product must meet in order for it to be approved. 6. Drawings may be rough scaled for estimating and general purposes, but are not to be scaled for construction locations, G. EXTRAS dimensions, or any other purposes. Consult with Architect for final sizes, dimensions, and locations. B. PERMITS, CODES, INSURANCE 1. The contractor shall obtain and pay for all required local and state permits unless otherwise stated in the owner/contractor agreemnet before commencing work, schedule all required inspections with notification between inspector and the Architect, obtain all code approvals and file for and obtain Certificates of Occupancy. 2. All work shall conform to applicable requirements of all local, state, and federal codes or governing agencies including: State construction and energy conservation codes, health code, life safety code and fire departement regulations, FHA framing standards, OSHA codes, etc. 3. A contractor shall carry insurance as agreed in his contract for the duration of the project and provide certificates of insurance to the owner and the Architect. C. JOB CONDITIONS/MEASURMENTS AND SURVEYS

1. BILLS FOR EXTRAS WILL BE ALLOWED ONLY WHEN WORK IS ORDERED IN WRITING. No bills based upon verbal orders will be considered by the Architect unless accompanied by written order from the Architect countersigned by an authorized agent of the Owner. Applications for extras shall be submitted not later than one week from the date such extra work is discussed, contemplated, or requested. No list of extras will be considered later, or at the end of the project. Extra's must be kept current and approval obtained as the work progresses. H. SHOP DRAWINGS

2. By starting any new work, the contractor signifies acceptance of any previously installed work, materials, framing, etc, and waves any right to blame prior work for any defects in his new work.

4. NO WORK SHALL BE ORDERED, fabricated, purchased, or installed until the shop drawings have been finally approved by the Architect.

3. All indicating site datum including: property bounderies, grade elevations and bearings are for reference only. The Architect assumes no responsibility for the accuracy or correctness of this information.

5. EACH SHEET OR DRAWINGS SHALL INDICATE, in the lower righthand corner, the following information: Title of the sheet, name and location of the building, the name of the Architect, General Contractor, sub-contractor, the date of the drawings, and the date of each correction or revision.

4. All grades, lines, levels and bench marks shall be established and maintained by the contractor who shall be responsible for same and shall employ and pay for the services of a registered surveyor to property locate the building and verify all 6. THE OMISSION FROM THE SHOP DRAWINGS OF ANY MATERIALS OR EQUIPMENT required by the site datum. Contract Drawings or specifications shall not relieve the contractor from the responsibility for furnishing such work, even though the Architect has noted such drawings as approved. The Architect's approval will cover the general location, spacing and design details. He will, if he discovers errors, report them to the Contractor, but such notification shall not 5. The contractor shall verify all grades, lines, levels and dimensions as shown on the drawings and he shall report any be construed as placing any responsibility on the Architect. The Architect's approval of shop drawings shall not relieve errors or inconsistencies in the above to the Architect before commencing work. the contractor from the responsibility for correctly figured dimensions, or from the necessity of correcting without charge, such work as may be installed in the completed in the completed work and found to be incorrectly located, 6. The contractor shall provide and maintained well built batterboards at all corners, and he shall established deficient in size or strength, or not conforming to the specifications. benchmarks not less than two widely seperated places. As the work progresses he shall established benchmarks at each floor, given exact levels of the various floors. 7. As the work progresses, the contractor shall lay out on the forms for rough flooring the exact locations of all partitions as a guide to all trades. 8. In case any service lines, drains, or conduits not shown on the drawings are encountered, the contractors shall not break into or damage same but shall notify the Architect and the owner and wait for instructions as to the method of procedure. 9. All connections of work included in the contract to existing service or drainage lines, but to new lines installed shall be made in a manner approved by the Architect. D. PROTECTION OF PERSONS AND PROPERTY 1. Contractors shall coordinate all work procedures and working hours with local authorities, neighborhood associations, and any other governing authority. 2. Contractor shall be responsible for all coordination with union officials if applicable, and shall see that all trades comply with all equal opportunity standards. The owner reserves the right to use minor non-union contractors without prejudice to the work of others, and will except the contractor to cooperate as needed. 3. Contractor shall be responsible for protection of all existing and new conditions and materials within and adjacent to the construction area. Any damage caused by the execution of the work indicated or implied Herein shall be repaired or replaced to the owners satisfaction at the contractors sole expense. Contractor shall keep work site free from debris and accumulated refuse, and shall have sole responsibility for protecting all dangerous areas from entry by authorized parties. 4. Contractor to design and install adequate and Code approved shoring and bracing where needed to safely complete structural work. Contractor to assume full and sole responisibilty for structural adequacy of the shoring, and for any injuries, damage, cracks, or defects caused by shoring or bracing, and shall repair all such damage at his sole expense.

2. Electrical outlets to be mounted in baseboard.

3. All outlets to be installed in baseboard in horizontal position 3" Halogen or LED Downlites Throughout Typical. All Bathrooms to have Fantech Exhaust w/remote motor, or panasonic 200 CFM Fan. Install Outlets per code, Gfi's where required (sinks, tubs etc). Use IC Rated lighting fixtures labelled to indicate <2.0CFM leakage @75Pa 4. Contractor to provide owner with switching plan for all lighting as shown on plans. Mechanical Supply Ducts in attics to be insulated to min. R-8 All joints and seams of air ducts, air handlers, filter boxes and building cavities used as returns to be sealed. Building cavities not to be used as supply ducts. Insulate HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees to be insulated to min. R3 Install auto or gravity dampers on all outdoor air intakes and exhausts.

O. PLUMBING 1. Apply 1" min closed cell spray Foam around all piping in exterior walls 1" (Dia) Hot+Cold Water supplies to Masterbath, 3/4"(Dia) supplies to secondary baths.

7. IF THE CONTRACTOR MAKES ANY CHANGES OR VARIATIONS IN DETAILS shown on the contract drawings, such changes or variations shall be called to specific attention of the Architect, in writing and by use of colored pencil on the prints, or other suitable means. THE ARCHITECT MAY REQUIRE CHANGES IN THE SHOP DRAWINGS as necessary to be consistent with the contract drawings, and the contractor shall resubmit the shop drawings as many times as required for final approval. After final approval, the Contractor shall furnish two (2) corrected prints for the Architect's use, and shall furnish prints for other trades at this cost. I. MANUFACTURER'S DIRECTIONS AND INSTRUCTIONS 1. All manufactured articles, material, and equipment shall be applied installed, connected, erected, used, cleaned, and conditioned, as directed by manufacturer's instructions, unless Herien specified to the contrary.

1. Upon completion of the work, the entire project is to be completely cleaned and the site restored to existing condition, including, but not limited to, the following: (a) Complete sweeping of all areas and removal of all rubbish and debris, except that caused by Owner or others doing N.I.C Work. All wet mopping not in this project. (b) Removal of all temporary enclosures and barricades, all temporary offices, telephone, sanitary facilities, etc. (c) Removal of all labels from glass, fixtures, and equipment, etc., and spray cleaning of all glass/mirrors. (d) Removal of stains, and paint from glass, hardware, finished flooring, cabinets, etc. (e) Final cleaning of all chrome and aluminum metal work. (f) Restoration of property by returning shrubs to original locations, filling of all ruts with raked topsoil and repairs to damaged blacktop. (g) Replacement of furniture and furnishings to original locations. NOTES: - 3 - 1 3/4" x 11 7/8" LVL over all new window openings unless otherwise noted - Minimum tread depth to be 10" - Maximum 7 3/4" riser on all stairs - Minimum 36" typical railing height - Maximum 4" separation between ballusters on all stairs + rails - Minimum 20 min. fire rated door between garage and house - Minimum 4" step up from garage to house - Garage to be sheathed with minimum 5/8" type "x" gypsum board, taped and spackled in conformance with manufacturers specifications. Provide minimum R38 insulated ceiling when living areas above unheated space. - Double up all TJI under partitions EMERGENCY ESCAPE:

- Every sleeping room to home at least one operable window or exit door approved for emergency escape and rescue with a minimum clear opening of 5.7 Sq. Ft. (24"H Min. x 20" wide Min.) Bottom of clear opening to be not more than 44" A.F.F. 2. At the completion of the project and prior to final acceptance by the Owner, provide the Owner with three complete sets of operating and maintenance instructions in a bound loose leaf indexed note book with proper external identification of (See manufacturer specs for compliance). the contents. The Contractor shall demonstrate to the Owner the procedure for proper operation and maintenace of all equipment. J. TEMPORARY HEAT 1. IF TEMPORARY HEAT IS REQUIRED for the protection of the work before the permanent heating apparatus is available for use, the General Contractor shall provide and pay for approved salamanders, stoves ands smoke pipes to outside of building, or other approved heating apparatus, and shall provide adequate and proper fuel and maintain heat as required for protecting or drying out the work. Temporary heating apparatus shall be installed and operated in such a manner that the finished work will not be damaged thereby.

P. PROJECT CLOSEOUT

2. THE TERM "SHOP DRAWINGS" as used Herien, shall include fabrication drawings manufacturing drawings, erection drawings, cutting and setting drawings, brochures, printed literature, photographs, and operational data.

1. The contractor shall verify all measurements and existing conditions at the building, and site and shall be responsible for the correctness of same, before ordering any material or doing any work. No extra charge or compensation will be allowed on account on difference between actual dimensions and the measurements on the drawings; Any difference which may be found shall be submitted to the Architect for consideration before proceeding with the work.

General Notes

N. ELECTRICAL

1. AS SOON AS POSSIBLE after the award of the Contract, the Contractor and various sub-contractors shall prepare and submit to the Architect for approval, prints of shop drawings in four (4) copies.

3. SHOP DRAWINGS SHALL INDICATE the kind of material, give the size, and gage of members, the method of anchoring and securing members together, the method of securing the work to adjacent structure or materials, and other partinent data. Drawings shall contain scale and full size details as required too illustrate the work. Window and Door Schedules in these drawings are generic in nature since manufacturers vary in sizes,options etc.. Window/Door vendors to submit shop drawings to assure that all mullion and muntins are aligned properly etc.

Permit

L. HOISTING

2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COOPERATE. Anything found on the drawings and not mentioned in the specifications, or vice versa, or anything not expressly set forth in either, but which is reasonable 6. All patching shall be done in new matching, or approved salvaged materials. Finish to match nearest break in plane implied shall be furnished as though specifically shown and mentioned in both without extra charge. or direction. Store unused salvaged material where requested by Owner. All salvaged materials are the property of the Owner. F. SUBSTITUTION OF MATERIALS/OR EQUAL

Project status:

Residence in Westport, CT

General Specification

Smoke Detectors: Single-or multiple-station smoke detectors shall be installed and maintained in all occupancies in Use Groups R-2 and R-3 at the following locations: 1. In the immediate vicinity of the bedrooms; 2. In all bedrooms; and 3. In each story within a dwelling unit, including basements. carbon monoxide detectors to be placed at the top of each set of stairs

Sheet List Sheet Number A101 A102 A103 A104 A105 A106 A107 A108 A109 A110 A200 A300 A400

Colangelo Associates Architects 66 Broad Street, Stamford, CT 06901-2311 Phone: 203-967-4747 Fax: 203-978-1414 Web: colangeloassociates.com

Sheet #:

A400