Page 1

CLIENT:

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com

GREENFIELD SAVINGS BANK

ARCHITECT:

LANDLORD WORK 40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:

325A KING STREET NORTHAMPTON, MA

MEP CONSULTANT:

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE: STRUCTURAL CONSULTANT:

SZEWCZAK ASSOCIATES CONSULTING ENGINEERINGS

D C B A

03.16.12 01.16.12 12.22.11 12.16.11

325A KING STREET NORTHAMPTON, MA

PROJECT DIRECTORY

NORTHAMPTON CROSSING

GREENFIELD SAVINGS BANK

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

BID & PERMIT SET

ISSUE DATE: 03.16.12

SEAL:

DRAWN BY: CHECKED BY: Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

SHEET NUMBER:

ABBREVIATIONS

GENERAL NOTES

INDEX OF DRAWINGS


CLIENT:

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com ARCHITECT:

ROOM NAME 101

A

HEIGHT DATUM

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:

N 0 A000

W

0 A-000

MATCH LINE

E 102

SEE AA / X-AXX S

MEP CONSULTANT:

DETAIL MARKS 0 A000

1

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE:

02

KEYNOTE

STRUCTURAL CONSULTANT:

0 A000

SZEWCZAK ASSOCIATES CONSULTING ENGINEERINGS

TYPICAL SYMBOLS N.T.S.

4

CODE ANALYSIS N.T.S.

3

D C B A

03.16.12 01.16.12 12.22.11 12.16.11

325A KING STREET NORTHAMPTON, MA

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

NORTHAMPTON CROSSING

0 A000

GREENFIELD SAVINGS BANK

0 A000

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

BID & PERMIT SET

ISSUE DATE: 03.16.12

SEAL:

DRAWN BY: CHECKED BY: Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

SHEET NUMBER:

EGRESS PLAN 1/8"=1'-0"

2

PROJECT DATA N.T.S.

1


CLIENT:

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com ARCHITECT:

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:

5

5

MEP CONSULTANT:

1 CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE:

2

3 STRUCTURAL CONSULTANT:

5

SZEWCZAK ASSOCIATES

4

CONSULTING ENGINEERINGS

1/8"=1'-0"

1

3

1

1

1

2

325A KING STREET NORTHAMPTON, MA

ENLARGED SITE PLAN AT DRIVE-THRU

GREENFIELD SAVINGS BANK

5

NORTHAMPTON CROSSING

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

1

2

D C B A

03.16.12 01.16.12 12.22.11 12.16.11

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

BID & PERMIT SET

ISSUE DATE: 03.16.12 4

SEAL:

2 AS101

1 1

1

DRAWN BY: CHECKED BY: Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

N SHEET NUMBER:

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

1


CLIENT:

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com ARCHITECT:

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:

01

MEP CONSULTANT:

100 CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE: STRUCTURAL CONSULTANT:

4

SZEWCZAK ASSOCIATES

A302

CONSULTING ENGINEERINGS

C

B

2

1

A304

A201

A301

A301

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

1

2

4

A501

A501

14

14

14

A501

4

110 5

02

14 J

122

A307

CSR OFFICE

D

120

121 2

OFFICE

OFFICE

116

115

113

VAULT

05

119

09

119 118

CSR OFFICE

124

6

04 05

H

HALLWAY

JANITOR'S CLOSET

103

111

117

A302

A306

115

10 116

HALLWAY

105

C A201

10

01

11

8

112

3

OFFICE

E

A302

12

102

6

03

1 1

TELLER LINE

6

01

EMPLOYEE LOUNGE

05

WOMEN'S ROOM

104

121 2

9 102

MEN'S ROOM

114

A305

2

112

111

113

SUPPLY STOR.

104

5 12

9

7

04

117

118 3

6

01

OFFICE

A501

3

1

01

01

8

123

14 2

01

7

120

A201

01

A501

WAITING AREA

08

3 125

7 A501

126

HEAD TELLER OFFICE

101

MECH./ ELEC. ROOM 9

13

107

11

3

110

107

GALLEY KITCHEN 106

105

A501

101

108

106

325A KING STREET NORTHAMPTON, MA

8

5

GREENFIELD SAVINGS BANK

F A305

SERVERS/ IT EQUIP.

NORTHAMPTON CROSSING

3

K A307

109 14

13

01

01

122 D A304

10

04 01

1

2

A501

A501

14

06

01

100

2

A501

06

14

14

CONFERENCE ROOM 108

07

02

14 G

12

103

STORAGE ROOM

4

A306

D C B A

109

03.16.12 01.16.12 12.22.11 12.16.11

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

BID & PERMIT SET

ISSUE DATE: 03.16.12 A A303

VESTIBULE C A304

100

A

B

A

A201

A303

A303

4

2

1

A302

A301

A301

SEAL:

DRAWN BY: CHECKED BY: Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

N SHEET NUMBER:

FLOOR PLAN 1/8"=1'-0"

1


CLIENT:

4 1/2"

4 1/2"

9"

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com ARCHITECT:

01 C

100

A

B

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE: MEP CONSULTANT:

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE: STRUCTURAL CONSULTANT:

SZEWCZAK ASSOCIATES CONSULTING ENGINEERINGS AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

1

PARTITION TYPES 1/8"=1'-0"

2

2

C

B

2

1

A304

A201

A301

A301

SERVERS/ IT EQUIP.

F A305

110

J

CSR OFFICE

A307

117

B B

OFFICE

OFFICE

OFFICE

115

113

116

CSR OFFICE

C

VAULT

A

B

B

119

120

2 D A201

HALLWAY

SUPPLY STOR.

A

114 H

A302

A306

A

3

E

A

103

118 3

B

B

HALLWAY

C

1

325A KING STREET NORTHAMPTON, MA

4 A302

NORTHAMPTON CROSSING

GREENFIELD SAVINGS BANK

3

MEN'S ROOM

A

111

112

OFFICE

C A201

D C B A

3 A302

B

102

A305

TELLER LINE

JANITOR'S CLOSET

A

EMPLOYEE LOUNGE

WOMEN'S ROOM

104

107

A

121

B

CONFERENCE ROOM

03.16.12 01.16.12 12.22.11 12.16.11

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

108

BID & PERMIT SET

ISSUE DATE: 03.16.12

K A307

SEAL:

MECH./ ELEC. ROOM WAITING 105 AREA

B

D A304

HEAD TELLER OFFICE 122

101

B

A A

A

VESTIBULE 100

GALLEY KITCHEN

STORAGE ROOM

106

109

G A306

DRAWN BY: CHECKED BY:

A A303

C

A

B

A

A304

A201

A303

A303

4

2

1

A302

A301

A301

Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

N SHEET NUMBER:

INTERIOR PARTITION FLOOR PLAN 1/8"=1'-0"

1


CLIENT:

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com ARCHITECT:

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE: MEP CONSULTANT:

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE:

4

STRUCTURAL CONSULTANT:

A302

SZEWCZAK ASSOCIATES C

B

2

1

A304

A201

A301

A301

CONSULTING ENGINEERINGS

VAULT

CSR OFFICE

OFFICE

OFFICE

119

117

116

115

F

114

MEN'S ROOM

OFFICE

112

113

GREENFIELD SAVINGS BANK

A305

SERVERS/ IT EQUIP.

CSR OFFICE

J

120

A307

110

HALLWAY

BAT

118

C A201

MP

HALLWAY

D

103

A201

M

JANITOR'S CLOSET 111 3

H

3

A302

A306

A302

E

CONFERENCE ROOM

A305

108

325A KING STREET NORTHAMPTON, MA

SUPPLY STOR.

NORTHAMPTON CROSSING

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

K A307

TELLER LINE

D A304

121

HEAD TELLER OFFICE G

122

A305

VESTIBULE

WAITING AREA

OFFICE

MECH./ ELEC. ROOM

EMPLOYEE LOUNGE

100

101

102

105

104

WOMEN'S ROOM

GALLEY KITCHEN

STORAGE ROOM

107

106

109

D C B A

03.16.12 01.16.12 12.22.11 12.16.11

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

BID & PERMIT SET

ISSUE DATE: 03.16.12 A A303

C

B

A

A304

A303

A303 SEAL:

4

2

1

A302

A301

A301

DRAWN BY: CHECKED BY: Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

N SHEET NUMBER:

REFLECTED CEILING PLAN 1/8"=1'-0"

1


CLIENT:

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com ARCHITECT:

1

2

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE: MEP CONSULTANT:

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE:

3

4

STRUCTURAL CONSULTANT:

5

SZEWCZAK ASSOCIATES CONSULTING ENGINEERINGS

6

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

C

B

2

1

A304

A201

A301

A301

F A305

6

5

1

1

2

J A307

2

7 1

2

325A KING STREET NORTHAMPTON, MA

4 A302

NORTHAMPTON CROSSING

GREENFIELD SAVINGS BANK

7

1

D A201

6 6

6

3 C

3

H

A302

A306

6

A201

6

3 A302

E A305

4

D C B A

K

03.16.12 01.16.12 12.22.11 12.16.11

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

A307

BID & PERMIT SET

ISSUE DATE: 03.16.12 3 SEAL:

2

7

D A304

2

2

6

1

2

G A306

A A303

DRAWN BY:

C

A

B

A

A304

A201

A303

A303

CHECKED BY: Copyright (c) by Phase Zero Design Corp. All Rights Reserved.

4

2

1

A302

A301

A301

SHEET TITLE:

N SHEET NUMBER:

ROOF PLAN 1/8"=1'-0"

1


CLIENT:

10 A501

H A306 COL.

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com

COL.

COL.

J

COL.

COL.

10 A501

COL.

K

K

K

B

B X

J X

BB E

ARCHITECT:

BB K

E

A

MEP CONSULTANT:

D

D W

W

H

F

D

F

H

K

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE:

C

J

H

B

V

F

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:

STRUCTURAL CONSULTANT:

B

E

E G

L

E Q

C

E

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

G

A

DD DD

CONSULTING ENGINEERINGS

F

T

A

DD F

J

N

H

DD

J

D

1/8"=1'-0"

C

L M

G A306 COL.

COL.

COL.

COL.

N COL. P

K J

K

X

H

Q

F

BB BB

BB F

V

E

CC

Y

R

BB

S BB T AA

U

D

D V H

H

W

K

X

R

325A KING STREET NORTHAMPTON, MA

1/8"=1'-0"

NORTH ELEVATION

NORTHAMPTON CROSSING

K

SOUTH ELEVATION

GREENFIELD SAVINGS BANK

DD

SZEWCZAK ASSOCIATES

B

F E

Y

E C

Z

A

DD

N

N

DD

S

DD

AA

U

DD

M

T

BB

P CC

WEST ELEVATION (KING STREET) 1/8"=1'-0"

B

03.16.12 01.16.12 12.22.11 12.16.11

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DD

DRAWING ISSUE:

BID & PERMIT SET

ISSUE DATE: 03.16.12

G A306 COL.

D C B A

COL.

COL.

COL.

COL.

SEAL:

COL.

K J

K

X

F BB

BB

V

H

CC

Y

BB

BB

AA

D

D

DRAWN BY: CHECKED BY:

H

H

J

R

K

Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

B F E

U T

C

A

DD

DD S

T

DD

N SHEET NUMBER:

M

Y

P

P

T

EAST ELEVATION (MAIN ENTRANCE) 1/8"=1'-0"

A


CLIENT:

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com ARCHITECT:

14

COL

A501

COL

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE: MEP CONSULTANT:

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE:

A A303

B

STRUCTURAL CONSULTANT:

A303

SZEWCZAK ASSOCIATES CONSULTING ENGINEERINGS

OFFICE

HALLWAY

OFFICE

100

105

102

103

116

BUILDING SECTION 1/4"=1'-0"

2

325A KING STREET NORTHAMPTON, MA

MECH./ ELEC. ROOM

NORTHAMPTON CROSSING

VESTIBULE

GREENFIELD SAVINGS BANK

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

COL COL

14 A501

D C B A

03.16.12 01.16.12 12.22.11 12.16.11

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

A

BID & PERMIT SET

ISSUE DATE: 03.16.12

A303

SEAL:

A A303

CONFERENCE ROOM

HALLWAY

SERVERS/ IT EQUIP.

108

103

110

DRAWN BY: CHECKED BY: Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

SHEET NUMBER:

BUILDING SECTION 1/4"=1'-0"

1


CLIENT:

C

C

A304

A304

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com ARCHITECT:

COL

COL

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE: MEP CONSULTANT:

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE: STRUCTURAL CONSULTANT:

SZEWCZAK ASSOCIATES CONSULTING ENGINEERINGS

WAITING AREA

TELLER LINE

CSR OFFICE

101

121

117

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

6

1/4"=1'-0"

4

10 A501

325A KING STREET NORTHAMPTON, MA

NORTHAMPTON CROSSING

BUILDING SECTION

GREENFIELD SAVINGS BANK

A602

E K

H

A305

A306

A307

COL COL

COL

COL

COL

D C B A

03.16.12 01.16.12 12.22.11 12.16.11

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

BID & PERMIT SET

ISSUE DATE: 03.16.12

SEAL:

CONFERENCE ROOM

JANITOR'S CLOSET

MEN'S ROOM

SUPPLY STOR.

EMPLOYEE LOUNGE

OFFICE

WAITING AREA

108

111

112

114

104

102

101

DRAWN BY: CHECKED BY: Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

SHEET NUMBER:

BUILDING SECTION 1/4"=1'-0"

3


CLIENT:

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com

COL

ARCHITECT:

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:

COL

MEP CONSULTANT:

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE: STRUCTURAL CONSULTANT:

SZEWCZAK ASSOCIATES CONSULTING ENGINEERINGS AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

10

VESTIBULE

MECH./ ELEC. ROOM

100

105

325A KING STREET NORTHAMPTON, MA

7 A502

NORTHAMPTON CROSSING

GREENFIELD SAVINGS BANK

A502

6 A502

1 D C B A

A502

03.16.12 01.16.12 12.22.11 12.16.11

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

BID & PERMIT SET

ISSUE DATE: 03.16.12

SEAL:

DRAWN BY: CHECKED BY: Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

SHEET NUMBER:

WALL SECTION AT ENTRANCE OVERHANG 3/4"=1'-0"

B

TYPICAL WALL SECTION 3/4"=1'-0"

A


CLIENT:

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com ARCHITECT:

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:

COL COL

MEP CONSULTANT:

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE:

2 A502

STRUCTURAL CONSULTANT:

SZEWCZAK ASSOCIATES CONSULTING ENGINEERINGS AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

13

8 A502

325A KING STREET NORTHAMPTON, MA

NORTHAMPTON CROSSING

GREENFIELD SAVINGS BANK

A502

WAITING AREA 101

1

3

A502

A502

D C B A

03.16.12 01.16.12 12.22.11 12.16.11

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

BID & PERMIT SET

ISSUE DATE: 03.16.12

SEAL:

DRAWN BY: CHECKED BY: Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

SHEET NUMBER:

WALL SECTION AT DRIVE THRU WALL 1/2" = 1'-0"

D

WALL SECTION AT RADIUS CURTAIN WALL 1/2"=1'-0"

C


CLIENT:

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com ARCHITECT:

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE: MEP CONSULTANT:

14

COL.

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE:

COL.

A502

STRUCTURAL CONSULTANT:

SZEWCZAK ASSOCIATES CONSULTING ENGINEERINGS

4 A502

9 A502

5

D C B A

A502

1 A502

03.16.12 01.16.12 12.22.11 12.16.11

325A KING STREET NORTHAMPTON, MA

NORTHAMPTON CROSSING

GREENFIELD SAVINGS BANK

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

BID & PERMIT SET

ISSUE DATE: 03.16.12

SEAL:

DRAWN BY: CHECKED BY: Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

SHEET NUMBER:

WALL SECTION 3/4" = 1'-0"

F

WALL SECTION AT DRIVE-THRU WINDOW 1/2"=1'-0"

E


CLIENT:

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com ARCHITECT:

13 A502

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE: MEP CONSULTANT:

COL.

COL.

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE: STRUCTURAL CONSULTANT:

SZEWCZAK ASSOCIATES CONSULTING ENGINEERINGS

11 A502

15 A502

D C B A

03.16.12 01.16.12 12.22.11 12.16.11

325A KING STREET NORTHAMPTON, MA

12 A502

NORTHAMPTON CROSSING

GREENFIELD SAVINGS BANK

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

BID & PERMIT SET

ISSUE DATE: 03.16.12

SEAL: SEND

CALL

SEND

CALL

DRAWN BY: CHECKED BY: Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

SHEET NUMBER:

WALL SECTION AT DRIVE-THRU ATM 3/4" = 1'-0"

H

SECTION AT DRIVE THRU CANOPY 1/2"=1'-0"

G


CLIENT:

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com ARCHITECT:

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:

17 A502

MEP CONSULTANT:

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE:

17 A502

STRUCTURAL CONSULTANT:

SZEWCZAK ASSOCIATES CONSULTING ENGINEERINGS

D C B A

16

03.16.12 01.16.12 12.22.11 12.16.11

325A KING STREET NORTHAMPTON, MA

NORTHAMPTON CROSSING

GREENFIELD SAVINGS BANK

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

1

A502

A502

DRAWING ISSUE:

BID & PERMIT SET

ISSUE DATE: 03.16.12

SEAL:

DRAWN BY: CHECKED BY: Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

18 A502

SHEET NUMBER:

WALL SECTION AT AWNING 3/4" = 1'-0"

K

WALL SECTION AT CONCRETE VAULT 3/4" = 1'-0"

J


360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com

4'-6"

4'-0"

4'-6"

4'-0"

CLIENT:

MEP CONSULTANT:

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE:

6"

4 3/4" 8" 4" 8"

10 3/4" 2'-0"

4'-0"

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:

4'-1"

3'-7"

11 1/2"

5"

4'-1"

6"

6"

2'-0 3/8"

3'-7"

7 1/2"

6 1/2"

6"

6"

ARCHITECT:

1'-8" STRUCTURAL CONSULTANT:

DETAIL @ RIDGE VENT 1"=1'-0"

14

DETAIL @ CONC. FILLED STEEL PIPE BOLLARD - 8"

PLAN DETAIL AT VESTIBULE CORNER

13

1/2"=1'-0"

1"=1'-0"

DETAIL @ CONC. FILLED STEEL PIPE BOLLARD - 4"

12

1/2"=1'-0"

11

SZEWCZAK ASSOCIATES CONSULTING ENGINEERINGS

6"

SECTION AT CUPLOA 1/2"=1'-0"

DETAIL @ ENTRANCE DOOR JAMB

10

1"=1'-0"

TYPICAL DETAIL AT BUILDING CORNER

9

3" 5 1/2"

1'-0"

DETAIL @ AFTER HOURS DEPOSITORY

8

1"=1'-0"

7

1"=1'-0"

8" 4'-4"

4'-4"

2'-2"

8" 6"

1 1/4" 6 3/4" CLEAR

6 3/4" CLEAR

6"

2'-2" 1'-3"

11"

4 1/2"

1 1/2"

3 1/4" CLEAR

7 1/2"

1" 3"

9"

1 1/2"

2'-2" 11"

7 1/2"

1'-3"

1 1/4"

2'-2"

325A KING STREET NORTHAMPTON, MA

6"

NORTHAMPTON CROSSING

GREENFIELD SAVINGS BANK

10"

2'-6"

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

5"

D C B A

03.16.12 01.16.12 12.22.11 12.16.11

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

BID & PERMIT SET

ISSUE DATE: 03.16.12

SEAL:

DETAIL @ DRIVE-THRU WINDOW (JAMB) 1"=1'-0"

DETAIL@ ARCHED STOREFRONT WINDOW (CSR OFFICE)

6

DETAIL@ ARCHED STOREFRONT WINDOW (CSR OFFICE)

5

1"=1'-0"

4

1"=1'-0"

1" 4 1/2"

1"

3'-5"

2'-2"

1 1/4"

2'-2"

CHECKED BY:

11" 2'-2"

4'-4"

7 1/2"

2" 4 1/2"

SHEET TITLE:

1"

6"

6"

3"

Copyright (c) by Phase Zero Design Corp. All Rights Reserved.

4 1/2"

7 1/2" 1 1/2"

7 1/2" 1 1/2"

11"

6"

1'-3"

4 1/2"

6"

9"

1 1/4"

3" 5 1/2"

DRAWN BY:

2'-2" 4'-4" SHEET NUMBER:

DETAIL @ DRIVE-THRU WINDOW JAMB 1"=1'-0"

3

DETAIL@ ARCHED STOREFRONT WINDOW (VESTIBULE) 1"=1'-0"

2

DETAIL@ ARCHED STOREFRONT WINDOW (VESTIBULE) 1"=1'-0"

1


CLIENT:

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com ARCHITECT:

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE: MEP CONSULTANT:

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE: STRUCTURAL CONSULTANT:

DETAIL AT CONCRETE BANK VAULT 1"=1'-0"

18

DETAIL AT OVERHANGING RAKE 1"=1'-0"

17

DETAIL AT AWNING 3/4" = 1'-0"

SOFFITED BEAM DETAIL AT CANOPY

16

1"=1'-0"

15

SZEWCZAK ASSOCIATES CONSULTING ENGINEERINGS

1"=1'-0"

14

DETAIL AT OVERHANGING RAKE 1"=1'-0"

13

RAKE DETAIL AT CANOPY DRIVE THRU 1"=1'-0"

12

DETAIL AT DRIVE THRU CANOPY EAVE 1"=1'-0"

DETAIL AT SOFFITED EAVE OVERHANG

11

1"=1'-0"

10

D C B A

03.16.12 01.16.12 12.22.11 12.16.11

325A KING STREET NORTHAMPTON, MA

NORTHAMPTON CROSSING

DETAIL AT OVERHANGING RAKE & ROOF STEP

GREENFIELD SAVINGS BANK

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

BID & PERMIT SET

ISSUE DATE: 03.16.12

SEAL:

SOFFIT DETAIL AT DRIVE THRU CANOPY 1"=1'-0"

9

DETAIL AT CURTAIN WALL HEADER 1"=1'-0"

8

DETAIL AT SOFFITED EAVE 1"=1'-0"

DETAIL AT WINDOW HEADER

7

1"=1'-0"

6

DRAWN BY: CHECKED BY: Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

SLOPE SHEET NUMBER:

SECTION @ DRIVE THRU WINDOW 1"=1'-0"

5

DETAIL @ SOFFITED EAVE 1"=1'-0"

4

DETAIL AT CURTAIN WALL SILL 1"=1'-0"

3

DETAIL AT OVERHANGING RAKE 1"=1'-0"

2

DETAIL AT STONE VENEER BASE 1"=1'-0"

1


CLIENT:

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com

KAWNEER TRIFAB 400 FRAMING SYSTEM SEALANT ALL ON SIDES 1/4" TEMPERED GLASS

A

--

B

A

B

A

A

--

D

--

B

A

3 5/8" METAL STUD @ 16" O.C.

B

1/2" GYPSUM WALL BOARD

--

B

--

F

--

ARCHITECT:

BOX BEAM CONSTRUCTED OF 3 5/8" METAL STUDS AND CHANNELS

1/4" TEMPERED GLASS SEALANT ALL ON SIDES KAWNEER TRIFAB 400 FRAMING SYSTEM

D

2x WOOD BLOCKING

KAWNEER DOOR STOP

D

B

--

E

E

B

--

E

C

B

--

E

E

B

--

C

E

B

--

E

E

B

--

E

C

B

--

E

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:

3/4" x 3 1/2" CASING

1/4" SHIM PIECE KAWNEER 350 MEDIUM STILE ALUMINUM DOOR, REFER TO DOOR SCHEDULE FOR SIZE

3/4" WOOD DOOR FRAME

MEP CONSULTANT:

1/4" TEMPERED GLASS

WOOD DOOR, REFER TO DOOR SCHEDULE FOR SIZING AND TYPE

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE: STRUCTURAL CONSULTANT:

SZEWCZAK ASSOCIATES

--

E

E

B

--

E

E

B

--

C

D

B

--

D

E

B

--

E

D

B

--

D

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

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

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

CONSULTING ENGINEERINGS

11

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

2X4" WOOD STUD @ 16" O.C. 1/2" GYPSUM WALL BOARD

KAWNEER TRIFAB 400 FRAMING SYSTEM

D

B

--

D

KAWNEER 350 MEDIUM STILE ALUMINUM DOOR, REFER TO DOOR SCHEDULE FOR SIZE

D

B

--

D

1/4" TEMPERED GLASS

F

--

--

--

--

--

--

--

G&H

--

--

--

--

--

--

--

H

--

--

--

--

--

--

--

D

B

--

D

D

B

--

D

D

B

--

D

D

B

--

D

3/4" x 3 1/2" CASING 2x WOOD BLOCKING 1/4" SHIM PIECE 3/4" WOOD DOOR FRAME WOOD DOOR, REFER TO DOOR SCHEDULE FOR SIZING AND TYPE

DOOR SCHEDULE

NOT USED

10

1/8"=1'-0"

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

JAMB DETAIL

9

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

JAMB DETAIL

8

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

7

325A KING STREET NORTHAMPTON, MA

B

HEAD DETAIL

12

GREENFIELD SAVINGS BANK

E

HEAD DETAIL

13

NORTHAMPTON CROSSING

HEAD DETAIL

HARDWARE SCHEDULE HARDWARE SET: A

HARDWARE SET: B

HARDWARE SET: C

HARDWARE SET:D

HOLLOW METAL STEEL FRAME BEYOND

WOOD DOOR FRAME BEYOND 1/4" TEMPERED GLASS

HARDWARE SET : E

HARDWARE SET : F

HARDWARE SET : G

KAWNEER 350 MEDIUM STILE ALUMINUM DOOR, REFER TO DOOR SCHEDULE FOR SIZE

HARDWARE SET : H

ALUMINUM THRESHOLD SET ON NON-SHRINK GROUT ON SHIM PIECE

SOLID WOOD THRESHOLD

D C B A

03.16.12 01.16.12 12.22.11 12.16.11

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

FINISH FLOOR, REFER TO A901 FOR FINISHES

FINISH FLOOR, REFER TO A901 FOR FINISHES

DRAWING ISSUE:

BID & PERMIT SET

ISSUE DATE: 03.16.12

SEAL:

HARDWARE SCHEDULE N.T.S.

3'-0"

2"

3/4"

3'-0"

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

2"

SILL DETAIL

5

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

3'-0"

3'-0"

SILL DETAIL

4

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

3'-0"

3'-0"

3

3'-0" EQ.EQ.EQ.

2"

3/4"

3/4"

SILL DETAIL

6

DRAWN BY:

3'-0"

7'-0"

7'-0"

7'-0"

7'-0"

7'-0"

Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

6"

4'-0"

7'-0"

7'-0"

CHECKED BY:

TYPE 'B' WOOD INTERIOR

TYPE 'A' HOLLOW METAL EXTERIOR

DOOR 'H' VAULT DOOR GATE 223-80 ALUMINUM ROD/TEMPERED GLASS DAYGATE USED WITH CENTURY VAULT DOORS FILE NO. 186-168 REV. 3

FRAME TYPES 1/4"=1'-0"

2

DOOR 'G' VAULT DOOR REAR CENTURY VAULT DOOR MODEL #165-82 / #165-84 CLASS 1 WITH RAISED SILL FILE NO. 186-219 REV. 0

DOOR 'G' VAULT DOOR FRONT

DOOR 'F' SOLID WOOD GATE

DOOR 'E' SOLID CORE MODLED WITH 6 PANELS

DOOR 'D' WOOD

DOOR 'C' WOOD WITH 4 PANELS 1 VISION WINDOW

DOOR 'B' HOLLOW METAL EXTERIOR

DOOR 'A' KAWNEER 350 MEDIUM STILE ENTRANCE SHEET NUMBER:

CENTURY VAULT DOOR MODEL #165-82 / #165-84 CLASS 1 WITH RAISED SILL FILE NO. 186-219 REV. 0

DOOR TYPES 1/4"=1'-0"

1


FRAME WINDOW

CLIENT:

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com ARCHITECT:

11

2

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:

1

3

MEP CONSULTANT:

3

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE:

2

1

STRUCTURAL CONSULTANT:

1

SZEWCZAK ASSOCIATES CONSULTING ENGINEERINGS

1

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

1

NOT USED 1/2"=1'-0"

7

WINDOW HEAD/SILL DETAIL 1 1/2"=1'-0"

1 1/2"=1'-0"

WINDOW HEAD DETAIL

6

1/2"=1'-0"

9

NOT USED

5

WINDOW JAMB DETAIL

1 1/2"=1'-0"

1 1/2"=1'-0"

8

4

D C B A

03.16.12 01.16.12 12.22.11 12.16.11

325A KING STREET NORTHAMPTON, MA

NOT USED

10

NORTHAMPTON CROSSING

NTS

GREENFIELD SAVINGS BANK

WINDOW SCHEDULE

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

BID & PERMIT SET

ISSUE DATE: 03.16.12

SEAL:

WOOD FRAME WINDOW

WINDOW SILL DETAIL 1 1/2"=1'-0"

WINDOW SILL DETAIL

3

1 1/2"=1'-0"

1

2"

TEMPERED GLASS

WOOD FRAME WINDOW

2

DRAWN BY: CHECKED BY:

SHEET TITLE:

3'-0 3/8"

R.O. A.F.F.

3'-0 3/8"

R.O.

3'-4"

Copyright (c) by Phase Zero Design Corp. All Rights Reserved.

2 1/8"

8'-4 1/2"

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

2 1/8" SHEET NUMBER:

KAWNEER TRIFAB VERSA GLAZE 451T (FRONT PLANE)

KAWNEER TRIFAB VERSA GLAZE 451T (FRONT PLANE)

WOOD FRAME WINDOW

WOOD FRAME WINDOW

DIEBOLD (234-42 LEVEL 1 DELUXE DUAL LITE B.R. DRIVE-UP VISION WINDOW )

KAWNEER 1600 WALL SYSTEM 1 (FRONT PLANE)

MARVIN CASEMENT PICTURE

WINDOW TYPES 1/8"=1'-0"

1


CLIENT:

FINISH SCHEDULE ROOM NAME

CEILING

WALLS

FLOORS

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com ARCHITECT:

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE: MEP CONSULTANT:

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE: STRUCTURAL CONSULTANT:

SZEWCZAK ASSOCIATES CONSULTING ENGINEERINGS

VAULT

CSR OFFICE

OFFICE

OFFICE

SUPPLY STOR.

MEN'S ROOM

OFFICE

SERVERS/ IT EQUIP.

119

117

116

115

114

112

113

110

C-1

CSR OFFICE 120

325A KING STREET NORTHAMPTON, MA

VY-1 C-1

C-1

C-1

C-1 D C B A

HALLWAY C-1

TS-1

TS-1

103

118 B AI201

C A201

JANITOR'S CLOSET

D A201

VY-1

BID & PERMIT SET

111

VY-1

SEAL:

C-1

121

C-1

VY-1 C-1

C-1

TS-1

TS-1 VY-1

C-1

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

ISSUE DATE: 03.16.12

A AI201

TELLER LINE

03.16.12 01.16.12 12.22.11 12.16.11

DRAWING ISSUE:

HALLWAY

HEAD TELLER OFFICE

NORTHAMPTON CROSSING

GREENFIELD SAVINGS BANK

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

CONFERENCE ROOM 108

STORAGE ROOM 109

VY-1

C-1 C-1 DRAWN BY:

122

CHECKED BY: Copyright (c) by Phase Zero Design Corp. All Rights Reserved.

VESTIBULE

WAITING AREA

100

101

OFFICE

MECH./ ELEC. ROOM

EMPLOYEE LOUNGE

WOMEN'S ROOM

GALLEY KITCHEN

102

105

104

107

106

SHEET TITLE:

N SHEET NUMBER:

FLOOR FINISH PLAN 1/8"=1'-0"

1


CLIENT:

MEN'S ROOM 112 B

C E AI201

FACE OF WALL, PARTITION, OR FIXTURE

JANITOR'S CLOSET

D

A

NOTE: MOUNTING HEIGHTS PER BUILDING CODE REQUIREMENTS (BASED ON MASSACHUSETTS ARCHITECTURAL ACCESS BOARD 521 CMR AS OF JANUARY 2006).

FACE OF WALL

111

F AI201

STORAGE ROOM

H

109

CONFERENCE ROOM

WOMEN'S ROOM 112

HAND DRYER MEP CONSULTANT:

LAVATORY AND MIRROR

WATER CLOSET AND HANDRAIL

DRINKING FOUNTAIN

NOTE: TOP OF SEAT: 1'-5" TO 1'-7", FLUSH LEVER SHALL BE LOCATED AT WIDE SIDE OF W.C., NO HIGHER THAN 44" A.F.F. GRAB BARS SHALL BE 1 1/2" DIA. (1 1/4" MIN.) PROVIDE 1 1/2" MIN. CLEAR BEHIND & BELOW GRAB BARS.

GALLEY KITCHEN

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:

FINISH FLOOR LINE

INSUL ALL EXPOSED PIPING UNDER LAV

108

E

ARCHITECT:

MAX. MOUNTING HEIGHT FOR OPERATING PARTS OF MISCELLANEOUS ACCESSORIES, INCLUDING: ELECTRICAL SWITCHES AND CONTROLS, FIRE ALARMS AND COIN SLOT OF PAY TELEPHONES.

T.P.

G F

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com

NOTE: CONTROLS AND SPOUT SHALL BE LOCATED WITHIN 5" OF FRONT OF FOUNTAIN FOR FORWARD APPROACH - 4" SPOUT FLOW MIN.

ACCESSORIES

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE:

NOTE: MAXIMUM MOUNTING SHALL BE REDUCED TO 3'-8" WHERE AN OBSTRUCTION (SHELF, TABLE) OCCURS IN FRONT OF CONTROL OR OPERATING PARTS. MIN. MTG. HT.: 1'-3" A.F.F.

STRUCTURAL CONSULTANT:

106

SZEWCZAK ASSOCIATES

INTERIOR ELEVATIONS AT WOMEN'S ROOM 1/4"=1'-0"

F

INTERIOR ELEVATIONS AT MEN'S ROOM

1/4"=1'-0"

1/4"=1'-0"

CONSULTING ENGINEERINGS

G

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

E

325A KING STREET NORTHAMPTON, MA

TYPICAL RESTROOM MOUNTING HEIGHTS

NORTHAMPTON CROSSING

1/4" = 1'-0"

H

GREENFIELD SAVINGS BANK

ENLARGED PLAN AT MEN'S & WOMEN'S RESTROOM

1

2 11

3

11

4

5

D C B A

03.16.12 01.16.12 12.22.11 12.16.11

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

6 5

4

3

3

2

5

4

5

4

1

6

4

3

2

2

5

3

2

DRAWING ISSUE:

4 7

BID & PERMIT SET

ISSUE DATE: 03.16.12

8 SEAL:

9

INTERIOR ELEVATION 1/8"=1'-0"

INTERIOR ELEVATION

D

1/8"=1'-0"

C

10

11

DRAWN BY:

11

CHECKED BY: Copyright (c) by Phase Zero Design Corp. All Rights Reserved.

11

SHEET TITLE:

5

5

8

9

10

7

3

5

4 5

4

2

3

2

4

3

4

5

6

5

2

3

4

SHEET NUMBER:

INTERIOR ELEVATION 1/8"=1'-0"

B

INTERIOR ELEVATION 1/8"=1'-0"

A


CLIENT:

7.

2.

ALL WORK SHALL CONFORM TO FEDERAL, STATE AND MUNICIPAL CODES AND ORDINANCES. THESE SHALL SUPERSEDE DRAWINGS, NOTES AND DIMENSIONS IN ALL CASES. THE ARCHITECT SHALL BE NOTIFIED OF SUCH CHANGES BEFORE WORK IS STARTED. OBTAIN PERMITS BEFORE STARTING WORK, AND OBTAIN APPROVALS OF ALL REGULATORY AGENCIES UPON COMPLETION, AND AS REQUIRED THE CONTRACT DOCUMENTS CONSIST OF THE DRAWINGS & SPECIFICATIONS AND ALL ADDENDA ISSUED PRIOR TO ALL PLAN CHANGES ISSUED AFTER EXECUTION OF THE CONTRACT.

3. UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS AS BEING NOT INCONTRACT (N.I.C.) OR EXISTING; ALL ITEMS, MATERIALS AND INSTALLATION OF SAME ARE A PART OF THE CONTRACT DEFINED BY THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESSORIES, COMPONENTS AND ASSEMBLIES REQUIRED FOR THE WORK SHOWN. 8.

4. CONTRACTOR SHALL SUBMIT A DETAILED PROJECT SCHEDULE. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SEQUENCING, METHODS AND TECHNIQUES. PHASING OF THE WORK SHALL BE REVIEWED WITH THE OWNER AND THE ARCHITECT AND SHALL INCLUDE MINIMIZING EXPOSURE OF THE STRUCTURE. 5.

ANY DAMAGE TO COMPLETED WORK , IF CAUSED BY THE CONTRACTOR'S OPERATIONS UNDER THIS CONTRACT, SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.

6.

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PAYING AND OBTAINING ALL PERMITS, INSPECTIONS, REQUIRED TESTS AND UTILITY CONNECTIONS UNLESS OTHERWISE NOTED.

7.

CONTRACTOR SHALL PROVIDE AND IS SOLELY RESPONSIBLE FOR PUBLIC AND EMPLOYEE PROTECTION AS NECESSARY AND AS REQUIRED BY THE CODES, ORDINANCES AND REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION AT THE PROJECT PLACE.

9.

8. IN THE EVENT OF DISCREPANCIES BETWEEN ANY DRAWINGS AND/OR SPECIFICATIONS, THE COSTLIER OR MORE RESTRICTIVE CONDITIONS SHALL BE DEEMED THE CONTRACT REQUIREMENT, UNLESS OTHERWISE STATED IN WRITING, FROM THE OWNER. 9.

GENERAL CONTRACTOR SHALL WARRANT WORK PERFORMED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE.

10. VERIFY DIMENSIONS AND JOB CONDITIONS PRIOR TO SUBMITTING BIDS, AND REPORT TO THE ARCHITECT DISCREPANCIES WHICH WOULD INTERFERE WITH SATISFACTORY COMPLETION OF THE WORK. DO NOT SCALE THE DRAWINGS.

CONTRACTOR TO SUBMIT PRODUCT DATA AS FOLLOWS: A. SUBMIT MANUFACTURER'S PRE-PRINTED DATA. CLEARLY MARK EACH COPY TO IDENTIFY PERTINENT PRODUCTS OR MODELS; CROSS-OUT INFORMATION WHICH IS NOT APPLICABLE TO THE WORK AND SUPPLEMENT STANDARD INFORMATION TO PROVIDE INFORMATION WHICH IS SPECIFICALLY APPLICABLE TO THE WORK. B. SHOW PERFORMANCE CHARACTERISTICS AND CAPACITIES. SHOW DIMENSIONS AND CLEARANCES REQUIRED. SHOW WIRING OR PIPING DIAGRAMS AND CONTROLS. SHOW DIMENSIONS AND CLEARANCES REQUIRED FOR PROPER OPERATION AND MAINTENANCE. C. SUBMIT THE NUMBER OF COPIES WHICH THE CONTRACTOR REQUIRES TO BE RETURNED (FOR JOB FILE, CONTRACTOR'S OWN RECORDS, DISTRIBUTION TO SUBCONTRACTORS, ETC.) PLUS 3 ADDITIONAL COPIES RETAINED BY THE ARCHITECT. CONTRACTOR TO SUBMIT SAMPLES AS FOLLOWS: A. PROVIDE SAMPLES OF ADEQUATE SIZE TO PERMIT PROPER EVALUATION OF MATERIAL. WHERE VARIATIONS IN COLOR OR IN OTHER CHARACTERISTICS ARE TO BE EXPECTED, SUBMIT SAMPLES SHOWING THE MAXIMUM RANGE OF VARIATION. B. SUBMIT SAMPLES OF INTERIOR FINISHES SIMULTANEOUSLY TO PERMIT COORDINATED SELECTION OF COLORS AND FINISHES. C. TAG OR PERMANENTLY MARK EACH SAMPLE TO IDENTIFY THE ITEM INDICATE APPLICABLE TRANSMITTAL NUMBER ON TAG. D. SUBMIT 2 OF EACH TYPE REQUIRED, UNLESS OTHERWISE SPECIFIED IN THE SECTION REQUIRING THE SAMPLES.

10. PROVIDE CERTIFICATIONS, QUALIFICATION STATEMENTS, TEST REPORTS AND SIMILAR SUBMITTALS WHERE SPECIFIED FOR SUBMITTALS, QUALITY ASSURANCE, OR QUALITY CONTROL.

11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP THE PREMISE CLEAN OF DEBRIS, RUBBISH, EXCESS MATERIALS, ETC. RESULTING FROM THE WORK OF THIS CONTRACT.

11. QUALITY ASSURANCE AND CONTROL SUBMITTALS ARE INFORMATIONAL SUBMITTALS, AND WILL NOT BE APPROVED OR RETURNED BY THE ARCHITECT.

12. THE CONTRACTOR SHALL NOT CLOSE OR OBSTRUCT ANY STREETS, ALLEYS OR WALKS. NO MATERIAL SHALL BE PLACED OR STORED IN STREETS, ALLEYS OR WALKS. ALL DEBRIS IS TO BE REMOVED COMPLETELY FROM THE PREMISES.

12.

13. ALL WORK SHALL BE COMPLETED AS SHOWN ON THE DRAWINGS AND EXECUTED IN GOOD PROFESSIONAL MANNER. 14. EXTRAS: CHARGES FOR EXTRA WORK DONE BY THE CONTRACTOR WILL NOT BE HONORED UNLESS THE WORK AND THE AMOUNT ARE AGREED TO BY THE OWNER IN WRITING BEFORE THE WORK IS DONE, BASED UPON UNIT PRICING. 15. INSPECTIONS: AS REQUIRED BY CODE, EACH CONTRACTOR AND EACH SUBCONTRACTOR SHALL OBTAIN REQUIRED INSPECTION OF THAT PORTION OF WORK. 16. ANY AND ALL CONTRACTORS WORKING ON THE SITE SHALL CARRY WORKMEN'S COMPENSATION INSURANCE. 17. ALL FIRE-RATED ASSEMBLIES SHALL BE INSTALLED, LABELED, AND INSPECTED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE. 18. GENERAL CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS DICTATED BY STATE AND LOCAL BUILDING AND SAFETY CODES.

13.

19. ALL EXTERIOR DIMENSIONS ARE TO THE FACE OF DRYWALL OR MASONRY AND ALL INTERIOR DIMENSION ARE TO CENTER OF STUD UNLESS OTHERWISE NOTED. 20. SITE MEETINGS: CONTRACTOR TO CONDUCT SITE MEETINGS AND WRITE MEETING MINUTES AT FREQUENCY DIRECTED BY OWNER. CONTRACTOR AND ALL SUB-CONTRACTORS MUST BE PRESENT, UNLESS WAIVED BY OWNER. 21. INSTALLATION: EXCEPT AS MORE STRINGENT REQUIREMENTS ARE INDICATED ON THESE DRAWINGS AND IN THESE NOTES, COMPLY WITH GENERALLY ACCEPTED INDUSTRY STANDARDS AND INSTALL PRODUCTS IN STRICT COMPLIANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. 22. WHEN EVALUATING APPEARANCE OR CONFORMANCE WITH DESIGN INTENT, THE WORDS "ACCEPTABLE," "VISIBLE", "INVISIBLE,""MATCHING," "ALIGNED," AND SIMILAR TERMS OF JUDGMENT SHALL MEAN "ACCEPTABLE, ETC., IN THE OPINION OF THE ARCHITECT OR OWNER."

THE ARCHITECT WILL REVIEW SUBMITTALS AS FOLLOWS: A. THE ARCHITECT WILL REVIEW ONLY THOSE SUBMITTALS EXPLICITLY REQUIRED BY THE CONTRACT DOCUMENTS OR REQUESTED BY THE ARCHITECT AS THE WORK PROCEEDS. B. THE ARCHITECT WILL STAMP EACH SUBMITTAL TO INDICATE THE ACTION TAKEN. FABRICATION OR INSTALLATION OF WORK FOR WHICH ARCHITECT'S REVIEW IS REQUIRED SHOULD NOT BEGIN UNTIL THE SUBMITTAL IS ACCEPTABLE TO THE ARCHITECT. FABRICATION OR INSTALLATION BEGUN WITHOUT ARCHITECT'S ACCEPTANCE IS UNDERTAKEN AT THE CONTRACTOR'S SOLE RISK. C. IF SUBMITTAL IS STAMPED "NO EXCEPTIONS TAKEN" OR "FURNISH AS CORRECTED" THE SHOP DRAWINGS, PRODUCT DATA OR SAMPLES NEED NOT BE RESUBMITTED. MAKE CHANGES NOTED TO THE ACTUAL ITEM PRIOR TO FABRICATION AND INSTALLATION. D. RESUBMISSION: D.1. IF SUBMITTAL IS STAMPED "REVISE AND RESUBMIT" MAKE CORRECTIONS OR CHANGES REQUIRED BY THE ARCHITECT IN THE SUBMITTALS AND RESUBMIT UNTIL ACCEPTED. D.2. IF SUBMITTAL IS STAMPED "REJECTED" RESUBMIT IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. D.3. IN RESUBMITTING, COMPLY WITH REQUIREMENTS SPECIFIED FOR THE INITIAL SUBMITTAL.TRANSMIT EACH RESUBMITTAL WITH A NEW LETTER OF TRANSMITTAL AND NOTE THE TRANSMITTAL NUMBER OF THE FIRST SUBMISSION ON THE TRANSMITTAL FORM. CLOSE-OUT: A. CONTRACTOR TO PROVIDE THREE SETS OF THE FOLLOWING CLOSE-OUT DOCUMENTS IN THREE RING BINDERS: B. WARRANTIES C. FINAL WAIVERS OF LIEN D. OPERATIONS AND MAINTENANCE MANUALS (INCLUDING ARCHITECTURAL ELEMENTS I.E. SPECIAL LIGHT FIXTURES, SHOP DRAWINGS, ETC.) E. LETTERS OF WARRANTIES FROM SUB CONTRACTORS F. COPY OF PERMITS (BUILDING PERMITS, OCCUPANCY PERMITS, ETC.) G. RECORD DRAWINGS (ARCHITECTURAL / ENGINEERING) H. LIST / CONTACTS OF ALL SUB CONTRACTORS AND GC I. LETTER OF WARRANTIES FROM G.C. J. FINAL APPLICATION FOR PAYMENT K. AIR BALANCING REPORTS L. FIRE ALARM CERTIFICATION M. FINAL PUNCHLIST

END OF SECTION

END OF SECTION SECTION 01300 - SUBMITTALS

CONTRACTOR TO SUBMIT SHOP DRAWINGS AS FOLLOWS: A. PREPARE SHOP DRAWINGS SPECIFIC TO THIS PROJECT TO DESCRIBE THE FABRICATION AND INSTALLATION OF PRODUCTS; MANUFACTURER'S PRE-PRINTED STANDARD DETAILS ARE NOT SHOP DRAWINGS. B. DRAW CLEARLY AND PRESENT COMPLETE INFORMATION. INCLUDE PLANS AND ELEVATIONS AND LARGE SCALE DETAILS, AS APPROPRIATE TO THE WORK SHOWN. NOTE FIELD DIMENSIONS AND ADJACENT CONSTRUCTION. INCLUDE SCHEDULES, PATTERNS, CALCULATIONS AND INSTRUCTIONS REGARDING COORDINATION AND INSTALLATION AS REQUIRED. C. IDENTIFY DETAILS BY REFERENCE TO CONTRACT DRAWINGS SHEET AND DETAIL, SCHEDULE, ROOM NUMBER, DOOR NUMBER OR OTHER APPLICABLE IDENTIFICATION. D. SUBMIT ONE REPRODUCIBLE TRANSPARENCY AND THREE OPAQUE REPRODUCTIONS.

DIVISION 02 - SITE WORK REFER TO CIVIL/SITE DRAWINGS FOR SPECIFICATIONS

1. THIS SECTION INCLUDES SUBMISSION OF FOLLOWING TYPES OF SUBMITTALS: CONSTRUCTION SCHEDULE. SHOP DRAWINGS, PRODUCT DATA AND SAMPLES. 2. SUBMITTALS REQUIRED: TYPES OF SUBMITTALS REQUIRED ARE LISTED IN EACH PRODUCT SECTION. 3. SUBMIT INITIAL CONSTRUCTION SCHEDULE AS REQUIRED BY THE GENERAL CONDITIONS OF THE CONTRACT WITHIN 5 CALENDAR DAYS AFTER AWARD OF CONTRACT. A. CONTENT: SHOW THE COMPLETE SEQUENCE OF CONSTRUCTION BY ACTIVITY. INDICATE BY VERTICAL LINES AND NOTATIONS THE ESTIMATED BEGINNING AND COMPLETION OF EACH MAJOR ELEMENT OF CONSTRUCTION. B. SUBMIT THREE COPIES OF THE SCHEDULE TO ARCHITECT FOR REVIEW BY ARCHITECT AND OWNER. DISTRIBUTE ADDITIONAL COPIES TO JOB SITE FILE, SUBCONTRACTORS, AND OTHER CONCERNED PARTIES. C. WITH EACH APPLICATION FOR PAYMENT SUBMIT AN UPDATED PROGRESS SCHEDULE, INDICATING CURRENT STATE OF COMPLETION OF THE WORK AND BEARING THE CURRENT DATE. 4. CONTRACTOR TO SCHEDULE SUBMITTALS SO THAT ARCHITECT MAY REVIEW THEM IN A SEQUENCE WHICH REFLECTS THE LOGICAL SEQUENCE OF THE WORK AND THE RELATIVE PRIORITY OF THE CONSTRUCTION COMPONENTS. WHEN APPROPRIATE, SCHEDULE AND COORDINATE SUBMITTALS FOR RELATED WORK SO THAT ITEMS WHICH MUST BE COORDINATED, SUCH AS COLORS OF FINISHES, MAY BE REVIEWED TOGETHER. 5. CONTRACTOR TO REVIEW EACH SUBMITTAL FROM SUB-CONTRACTORS AND SUPPLIERS AND VERIFY ACCURACY OF CONTENTS. AS A MINIMUM, VERIFY: A. MATERIALS. B. FIELD DIMENSIONS. C. ADJACENT CONSTRUCTION. D. CONFORMANCE WITH SPECIFIED ENVIRONMENTAL AND JOB CONDITIONS. E. COORDINATION WITH OTHER WORK. F. CONFORMANCE WITH THE CONTRACT DOCUMENTS. 6. CONTRACTOR TO REVIEW STAMP AND SIGN EACH SUBMITTAL TO SIGNIFY THAT IT HAS BEEN REVIEWED BY THE CONTRACTOR, AND TRANSMIT TO THE ARCHITECT. A. TRANSMIT EACH SUBMITTAL WITH A LETTER OF TRANSMITTAL. B. DO NOT TRANSMIT SUBMITTALS TO ARCHITECT VIA FACSIMILE MACHINE. C. PROVIDE CLEARLY READABLE COPIES. DO NOT SUBMIT COPIES WHICH ARE MULTIPLE GENERATION PHOTOCOPIES OR FACSIMILE COPIES UNLESS TEXT AND DIAGRAMS ARE CLEAR AND PLAINLY READABLE. REQUIRE SUPPLIERS AND VENDORS TO USE SUPER-FINE RESOLUTION ON FACSIMILE TRANSMISSIONS.

DIVISION 03-CONCRETE REFER TO STRUCTURAL SPECIFICATIONS ON SHEET S001 FOR ADDITIONAL INFORMATION SECTION 03050 - BASIC CONCRETE MATERIALS & METHODS

SECTION 04700 - ARCHITECTURAL STONE VENEER

SECTION 04700 - ARCHITECTURAL STONE VENEER CONT..

PART 1 -

2.02 MATERIALS

GENERAL

1.01 SUMMARY A. SECTION INCLUDES: PORTLAND CEMENT BASED MANUFACTURED STONE VENEER AND TRIM. B. RELATED SECTIONS: 1. 07 60 00FLASHING AND SHEET METAL. 2. 07 92 00JOINT SEALANTS. 1.02 REFERENCES A. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI): 1. ANSI A118.4 SPECIFICATIONS FOR LATEX-PORTLAND CEMENT MORTAR. B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): 1. ASTM C 39 - STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS. 2. ASTM C 67 STANDARD TEST METHODS FOR SAMPLING AND TESTING BRICK AND STRUCTURAL CLAY TILE. 3. ASTM C 144 STANDARD SPECIFICATION FOR AGGREGATE FOR MASONRY MORTAR. 4. ASTM C 177 STANDARD TEST METHOD FOR STEADY-STATE HEAD FLUX MEASUREMENTS AND THERMAL TRANSMISSION PROPERTIES BY MEANS OF THE GUARDED-HOT-PLATE APPARATUS. 5. ASTM C 207 STANDARD SPECIFICATION FOR HYDRATED LIME FOR MASONRY PURPOSES. 6. ASTM C 270 STANDARD SPECIFICATION FOR MORTAR FOR UNIT MASONRY. 7. ASTM C 482 STANDARD TEST METHOD FOR BOND STRENGTH OF CERAMIC TILE TO PORTLAND CEMENT. 8. ASTM C 567 STANDARD TEST METHOD FOR DETERMINING DENSITY OF STRUCTURAL LIGHTWEIGHT CONCRETE. 9. ASTM C 847 STANDARD SPECIFICATION FOR METAL LATH. 10. ASTM C 932 - STANDARD SPECIFICATION FOR SURFACE-APPLIED BONDING COMPOUNDS FOR EXTERIOR PLASTERING. 11. ASTM C 979 STANDARD SPECIFICATION FOR PIGMENTS FOR INTEGRALLY COLORED CONCRETE. 12. ASTM C 1032 STANDARD SPECIFICATION FOR WOVEN WIRE PLASTER BASE. 13. ASTM C 1059 - STANDARD SPECIFICATION FOR LATEX AGENTS FOR BONDING FRESH TO HARDENED CONCRETE. 14. ASTM D 226 STANDARD SPECIFICATION FOR ASPHALT-SATURATED ORGANIC FELT USED IN ROOFING AND WATERPROOFING. C. INTERNATIONAL CODE COUNCIL (ICC): 1. ER REPORT. 2. NES REPORT. 3. UBC STANDARD NO. 14-1, KRAFT WATERPROOF BUILDING PAPER. 4. UBC STANDARD 15-5ROOF TILE. D. UNDERWRITER'S LABORATORY (UL): BUILDING MATERIALS DIRECTORY.

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com

A. STONE VENEER: 1. PROFILE: ASHLAR , COLOR FAIRMONT, INCLUDING MATCHING CORNER PEICES.

ARCHITECT:

B. VENEER UNIT PROPERTIES: PRECAST VENEER UNITS CONSISTING OF PORTLAND CEMENT, LIGHTWEIGHT AGGREGATES, AND MINERAL OXIDE PIGMENTS. 1. COMPRESSIVE STRENGTH: ASTM C 192 AND ASTM C 39, 5 SAMPLE AVERAGE: GREATER THAN 1,800 PSI (12.4MPA). 2. SHEAR BOND: ASTM C 482: 50 PSI (345KPA). 3. WATER ABSORPTION: UBC STANDARD 15-5: LESS THAN 22 PERCENT. 4. FREEZE-THAW TEST: ASTM C 67: LESS THAN 3 PERCENT WEIGHT LOSS AND NO DISINTEGRATION. 5. THERMAL RESISTANCE: ASTM C 177: 0.473 AT 1.387 INCHES THICK

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:

C. MOISTURE BARRIER: WR GRACE AIR BARRIER MEMBRANE OR EQUAL.

MEP CONSULTANT:

D. REINFORCING: [ASTM C 847, 2.5LB/YD2 (1.4KG/M2) GALVANIZED EXPANDED METAL LATH. E. MORTAR: 1. CEMENT: ANY CEMENT COMPLYING WITH ASTM C 270. 2. LIME: ASTM C 207. 3. SAND: ASTM C 144, NATURAL OR MANUFACTURED SAND. 4. COLOR PIGMENT: 5. WATER: POTABLE. 6. PRE-PACKAGED LATEX-PORTLAND CEMENT MORTAR: ANSI A118.4.

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE: STRUCTURAL CONSULTANT:

SZEWCZAK ASSOCIATES

F. BONDING AGENT: EXTERIOR INTEGRAL BONDING AGENT MEETING [ASTM C 932] [ASTM C 1059 TYPE II]

CONSULTING ENGINEERINGS

2.03 MORTAR MIXES

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

A. STANDARD INSTALLATION (GROUTED JOINTS): 1. MIX MORTAR IN ACCORDANCE WITH [ASTM C 270, TYPE N OR S] [OR] [ELDORADO STONE, LLC MORTAR PREPARATION INSTRUCTIONS]. a. ADD COLOR PIGMENT IN GROUT JOINT MORTAR IN ACCORDANCE WITH PIGMENT MANUFACTURER'S INSTRUCTIONS. PART 3 -

EXECUTION

3.01 EXAMINATION A. EXAMINE SUBSTRATES UPON WHICH WORK WILL BE INSTALLED. B. COORDINATE WITH RESPONSIBLE ENTITY TO PERFORM CORRECTIVE WORK ON UNSATISFACTORY SUBSTRATES. C. COMMENCEMENT OF WORK BY INSTALLER IS ACCEPTANCE OF SUBSTRATE. 3.02 PREPARATION

1.03 SUBMITTALS A. REFERENCE SECTION 01 33 00SUBMITTAL PROCEDURES; SUBMIT FOLLOWING ITEMS: 1. PRODUCT DATA. 2. SAMPLES: a. STANDARD SAMPLE BOARD CONSISTING OF SMALL-SCALE PIECES OF VENEER UNITS SHOWING FULL RANGE OF TEXTURES AND COLORS. b. FULL RANGE OF MORTAR COLORS. 3. BOARD USING THE SELECTED STONE AND MORTAR MATERIALS AND SHOWING THE FULL RANGE OF COLORS EXPECTED IN THE FINISHED WORK; MINIMUM SAMPLE SIZE: 3 BY 3 FEET (1 BY 1 M) 4. QUALITY ASSURANCE/CONTROL SUBMITTALS: a. QUALIFICATIONS: 1) PROOF OF MANUFACTURER QUALIFICATIONS. 2) PROOF OF INSTALLER QUALIFICATIONS. b. REGULATORY REQUIREMENTS: EVALUATION REPORTS. c. VENEER MANUFACTURER'S INSTALLATION INSTRUCTIONS. d. INSTALLATION INSTRUCTIONS FOR OTHER MATERIALS. B. CLOSEOUT SUBMITTALS: REFERENCE SECTION 01 78 00CLOSEOUT SUBMITTALS; SUBMIT FOLLOWING ITEMS: 1. MAINTENANCE INSTRUCTIONS. 2. SPECIAL WARRANTIES. 1.04 QUALITY ASSURANCE A. QUALIFICATIONS: 1. MANUFACTURER QUALIFICATIONS: LICENSEE OF ELDORADO STONE, LLC. 2. INSTALLER QUALIFICATIONS: EXPERIENCED MASON FAMILIAR WITH INSTALLATION PROCEDURES FOR MANUFACTURED VENEER. B. CERTIFICATIONS: 1. UL CLASSIFICATION LISTING IN BUILDING MATERIALS DIRECTORY: UL 546T (F8002).

A. PROTECTION: PROTECT ADJACENT WORK FROM CONTACT WITH MORTAR. B. SURFACE PREPARATION: PREPARE SUBSTRATE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE TYPE OF SUBSTRATE BEING COVERED. C. SAMPLE PATTERN BOARD: PROVIDE RESPONSIBLE ENTITY WITH A MOCK-UP BOARD SHOWING THE ARRANGEMENT OF STONE VENEER STACKING PATTERN FOR APPROVAL PRIOR TO START OF ANY WORK 3.03 INSTALLATION A. INSTALL AND CLEAN STONE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR STANDARD INSTALLATION GROUTED JOINT INSTALLATION AS SPECIFIED ABOVE. 3.04 CLEANING A. REFERENCE SECTION 01 74 00CLEANING AND WASTE MANAGEMENT. B. REMOVE PROTECTIVE COVERINGS FROM ADJACENT WORK. C. CLEANING VENEER UNITS: 1. WASH WITH SOFT BRISTLE BRUSH AND WATER/GRANULATED DETERGENT SOLUTION. 2. RINSE IMMEDIATELY WITH CLEAN WATER. D. REMOVING EFFLORESENCE: 1. ALLOW VEENER TO DRY THOROUGHLY. 2. SCRUB WITH SOFT BRISTLE BRUSH AND CLEAN WATER. 3. RINSE IMMEDIATELY WITH CLEAN WATER; ALLOW TO DRY 4. IF EFFLORESCENCE IS STILL VISIBLE, REPEAT ABOVE PROCEDURE USING A SOLUTION OF 1 PART HOUSEHOLD VINEGAR AND 5 PARTS WATER. 5. RINSE IMMEDIATELY WITH CLEAN WATER. END OF SECTION

C. FIELD SAMPLE: 1. PREPARE 4 BY 4 FOOT SAMPLE AT A LOCATION ON THE STRUCTURE AS SELECTED BY THE ARCHITECT. 2. OBTAIN ARCHITECT'S APPROVAL. 3. PROTECT AND RETAIN SAMPLE AS A BASIS FOR APPROVAL OF COMPLETED MANUFACTURED STONE WORK. APPROVED SAMPLE MAY BE INCORPORATED INTO COMPLETED WORK.

D C B A

1.05 DELIVERY, STORAGE, AND HANDLING A. REFERENCE SECTION 01 66 00PRODUCT STORAGE AND HANDLING REQUIREMENTS.

1.

2.

ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF AMERICAN CONCRETE INSTITUTE ACI 301 AND APPLICABLE SECTIONS OF ASTM C-94 (LATEST EDITION) FOR READY MIX CONCRETE. ALL CONCRETE SHALL BE TRANSIT MIXED CONCRETE, 3% TO 5% AIR-ENTRAINED, AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN TWENTY-EIGHT (28) DAYS.

3.

SLUMP: MAXIMUM ALLOWABLE SLUMP WILL BE FIVE (5) INCHES.

4.

CONCRETE MATERIALS A. PORTLAND CEMENT: GRAY PORTLAND CEMENT, ASTM C-150 (LATEST EDITION) TYPE 1. ALL CONCRETE SHALL CONTAIN NOT LESS THAN FIVE BAGS OF CEMENT PER CUBIC YARD. B. AGGREGATES: ASTM C-33 (LATEST EDITION) MAXIMUM SIZE 3/4 INCH. C. SAND: HARD, DURABLE, CLEAN, SHARP, NATURAL SAND FREE FROM CLAY, LOAM, DUST OR ORGANIC MATTER. D. WATER: CLEAN, POTABLE, FREE FROM OIL, ACIDS, ALKALI, ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES. E. ADMIXTURE: AIR-ENTRANING TYPE TO MEET ASTM C-260.

5.

RELATED MATERIALS A. VAPOR BARRIER: STEGO WRAP 15 MIL VAPOR BARRIER, REFER TO SECTION 07260 FOR MORE INFORMATION.

325A KING STREET NORTHAMPTON, MA

1.

DIVISION 04-MASONRY

NORTHAMPTON CROSSING

SECTION 01010- GENERAL

SECTION 01300 - SUBMITTALS CONT.

GREENFIELD SAVINGS BANK

DIVISION 01-GENERAL REQUIREMENTS

03.16.12 01.16.12 12.22.11 12.16.11

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

B. FOLLOW MANUFACTURER'S INSTRUCTIONS. 1.06 PROJECT/SITE CONDITIONS

BID & PERMIT SET

ISSUE DATE: 03.16.12

A. ENVIRONMENTAL REQUIREMENTS: WHEN AIR TEMPERATURE IS 40 DEGREES F (4.5 DEGREES C) OR BELOW, CONSULT LOCAL BUILDING CODE FOR COLD-WEATHER CONSTRUCTION REQUIREMENTS. SEAL:

1.07 WARRANTY A. SPECIAL WARRANTY: MANUFACTURER'S STANDARD WARRANTY COVERAGE AGAINST DEFECTS IN MATERIALS WHEN INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. PART 2 -

PRODUCTS

2.01 MANUFACTURER A. ELDORADO STONE, LLC 1370 GRAND AVE., BLDG. B SAN MARCOS, CA 92069

TEL: (800) 925-1491 FAX: (760) 736-8890 E-MAIL: CUSTOMERSERVICE@ELDORADOSTONE.COM WEBSITE: WWW.ELDORADOSTONE.COM

B. PRODUCT: ELDORADO STONE VENEER, ASHLAR, FAIRMONT. C. SUBSTITUTIONS: OR EQUAL DRAWN BY: CHECKED BY:

END OF SECTION

Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

SHEET NUMBER:

SPECIFICATIONS

1


CLIENT:

SECTION 06100 - ROUGH CARPENTRY CONT..

PART 1

GENERAL

1.1

SUMMARY A. PROVIDE METAL FABRICATIONS.

1.2

SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL CHARACTERISTICS, DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT CONSTRUCTION. 1. SHOP DRAWINGS SHALL BE PREPARED AND STAMPED BY A QUALIFIED ENGINEER LICENSED IN THE JURISDICTION OF THE PROJECT. C. SAMPLES: SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIAL SPECIFIED INDICATING VISUAL CHARACTERISTICS AND FINISH. INCLUDE RANGE SAMPLES IF VARIATION OF FINISH IS ANTICIPATED.

1.3

QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. ROLLED STEEL SHAPES, PLATES AND BARS SHALL CONFORM TO ASTM DESIGNATION A36 (36,000 PSI). C. STANDARD BOLTS AND NUTS (FOR WOOD AND STEEL CONNECTIONS) SHALL CONFORM TO ASTM A307, GRADE A HEXAGONAL HEAD. D. HIGH STRENGTH BOLTED CONNECTIONS SHALL CONFORM TO ASTM A-325. E. WELDING SHALL BE PERFORMED WITH E70XX ELECTRODES BY A CERTIFIED WELDER. ALL WELDING SHALL CONFORM TO AWS D1, 1-90.

PART 2

PRODUCTS

2.1

MATERIALS A. MANUFACTURERS: 1. ACI DISTRIBUTION - VITRO; ACL INDUSTRIES, INC. 2. ALACO LADDER CO. 3. AMERICAN RAILING SYSTEMS, INC. 4. CAMBRIDGE ARCHITECTURAL 5. EMBURY CO. 6. JOMY PRODUCTS, INC. 7. O'KEEFFE'S, INC. 8. SHARON COMPANIES LTD. 9. TACO METALS, INC. B. METAL FABRICATION APPLICATIONS: 1. APPLICATION: LOOSE STEEL LINTELS. C. ALUMINUM MATERIALS: 1. EXTRUDED BARS AND SHAPES: ASTM B 221 ALUMINUM ALLOY. 2. ROLLED TREAD PLATE: ASTM B 632 ALUMINUM ALLOY. 3. RIVETS: ASTM B 316, ALUMINUM ALLOY. 4. SHEET FASTENERS: ASTM A 153. 5. FINISH: CLEAR ANODIZED. D. FASTENERS: 1. BOLTS AND NUTS: HEXAGON HEAD TYPE, ASTM A 307, GRADE A. 2. LAG BOLTS: SQUARE HEAD, FS FF-B-561. 3. MACHINE SCREWS: CADMIUM PLATED STEEL, FS FF-S-92. 4. WOOD SCREWS: FLAT HEAD CARBON STEEL, FS FF-S-111. 5. PLAIN WASHERS: ROUND CARBON STEEL, FS FF-W-92. 6. DRILLED-IN EXPANSION ANCHORS: FS FF-S-325. 7. TOGGLE BOLTS: TUMBLE-WING TYPE, FS FF-B-588. 8. LOCK WASHERS: SPRING TYPE CARBON STEEL, FS FF-W-84. 9. ZINC-COATING: FASTENERS IN EXTERIOR ASSEMBLIES OR EXTERIOR WALLS. E. AUXILIARY MATERIALS: 1. NONSHRINK METALLIC GROUT: ASTM C 1107. 2. NONSHRINK NONMETALLIC GROUT: ASTM C 1107. 3. INTERIOR ANCHORING CEMENT: HYDRAULIC EXPANSION CEMENT. 4. EXTERIOR/INTERIOR ANCHORING CEMENT: EROSION-RESISTANT HYDRAULIC EXPANSION CEMENT. 5. SHOP PRIMER: FAST CURING, LEAD- AND CHROMATE-FREE, UNIVERSAL MODIFIED-ALKYD PRIMER COMPLYING WITH MPI#79, COMPATIBLE WITH TOPCOATS. 6. ZINC-RICH PRIMER: COMPLYING WITH SSPC-PAINT 20 OR SSPC-PAINT 29 AND COMPATIBLE WITH TOPCOAT. 7. GALVANIZING REPAIR PAINT: SSPC - PAINT 20. 8. BITUMINOUS PAINT: ASPHALT MASTIC, SSPC - PAINT 12.

PART 3

2.1 MATERIALS A. ROUGH CARPENTRY APPLICATIONS: B. 2x WOOD GROUNDS, NAILERS, AND BLOCKING AS NOTED IN CONSTRUCTION DOCUMENTS. ALL BLOCKING TO BE FRT. C. SHEATHING: 1. 1/2" EXTERIOR GRADE PLYWOOD SHEATHING FOR WALLS. 2. 5/8" EXTERIOR GRADE FRT PLYWOOD SHEATHING FOR ROOF. D. AUXILIARY MATERIALS: 1. SILL SEALER GASKETS: GLASS FIBER STRIP RESILIENT INSULATION. 2. FRAMING ANCHORS AND FASTENERS: NON-CORROSIVE, SUITABLE FOR LOAD AND EXPOSURE. DRYWALL SCREWS ARE NOT ACCEPTABLE. PART 3 3.1

INSTALLATION A. SECURELY ATTACH ROUGH CARPENTRY WORK TO SUBSTRATE BY ANCHORING AND FASTENING AS INDICATED, B. PLYWOOD: COMPLY WITH APPLICABLE RECOMMENDATIONS CONTAINED IN APA FORM NO. E30K, "APA DESIGN/CONSTRUCTION GUIDE: RESIDENTIAL & COMMERCIAL" C. PROVIDE NAILERS, BLOCKING AND GROUNDS WHERE REQUIRED. SET WORK PLUMB, LEVEL AND ACCURATELY CUT. D. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION. COORDINATE WITH OTHER WORK. E. COMPLY WITH MANUFACTURER'S REQUIREMENTS FOR CUTTING, HANDLING, FASTENING AND WORKING TREATED MATERIALS. F. RESTORE DAMAGED COMPONENTS. PROTECT WORK FROM DAMAGE. END OF SECTION SECTION 06600 - PLASTIC FABRICATIONS PART 1 GENERAL 1.1

1.2

SECTION 06100 - ROUGH CARPENTRY PART 1 1.1

1.2

GENERAL

SUMMARY A. PROVIDE ROUGH CARPENTRY. SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED.

1.3 A.

B. C. D.

E.

QUALITY ASSURANCE COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. LUMBER STANDARDS AND GRADE STAMPS: DOC PS 20, AMERICAN SOFTWOOD LUMBER STANDARD AND INSPECTION AGENCY GRADE STAMPS. CONSTRUCTION PANEL STANDARDS: DOC PS 1, U.S. PRODUCT STANDARD FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD; APA PRP-108. PRESERVATIVE TREATMENT: AWPA C2 FOR LUMBER AND AWPA C9 FOR PLYWOOD; WATERBORNE PRESSURE TREATMENT. PROVIDE FOR WOOD IN CONTACT WITH SOIL, CONCRETE, MASONRY, ROOFING, FLASHING, DAMPPROOFING AND WATERPROOFING. FIRE-RETARDANT TREATMENT: AWPA C20 FOR LUMBER AND AWPA C27 FOR PLYWOOD; NONCORROSIVE TYPE. PROVIDE AT BUILDING EXTERIOR/INTERIOR WHERE REQUIRED BY CODE.

REFERENCES A. ASTM D792 - DENSITY AND SPECIFIC GRAVITY OF PLASTICS BY DISPLACEMENT. B. ASTM D570 - WATER ABSORPTION OF PLASTICS. C. ASTM D638 - TENSILE PROPERTIES OF PLASTICS. D. ASTM D790 - FLEXURAL PROPERTIES OF UNREINFORCED AND REINFORCED PLASTICS AND ELECTRICAL INSULATING MATERIALS. E. ASTM D1761 - MECHANICAL FASTENERS IN WOOD. F. ASTM D5420 - STANDARD TEST METHOD FOR IMPACT RESISTANCE OF FLAT, RIGID PLASTIC SPECIMEN BY MEANS OF A STRIKER IMPACTED BY A FALLING WEIGHT. G. ASTM D256 - DETERMINING THE PENDULUM IMPACT RESISTANCE OF PLASTICS. H. ASTM D696 - COEFFICIENT OF LINEAR THERMAL EXPANSION OF PLASTICS ASTM D635 - RATE OF BURNING AND/OR EXTENT AND TIME OF BURNING OF PLASTICS IN A HORIZONTAL POSITION. J. ASTM E84 - SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS. K. ASTM D648 - DEFLECTION TEMPERATURE OF PLASTICS UNDER FLEXURAL LOAD IN THE EDGEWISE POSITION. L. ASTM D3679 - STANDARD SPECIFICATION FOR RIGID POLY VINYL CHLORIDE (PVC) SIDING.

1.3

PART 3

END OF SECTION

SUBMITTALS A. GENERAL: SUBMIT LISTED SUBMITTALS IN ACCORDANCE WITH CONDITION OF THE CONTRACT AND DIVISION 1 SUBMITTAL PROCEDURES SECTION. B. PRODUCT DATA: SUBMIT PRODUCT DATA, MANUFACTURER'S CATALOGS,

1.4

1.5

1.6

QUALITY ASSURANCE A. REGULATORY REQUIREMENTS: CHECK WITH LOCAL BUILDING CODE FOR INSTALLATION REQUIREMENTS. B. ALLOWABLE TOLERANCES: 1. VARIATION IN COMPONENT LENGTH: -0.00 / +1.00" 2. 3. 4. 5. VARIATION IN DENSITY: -0% + 10% C. WORKMANSHIP, FINISH, AND APPEARANCE: 1. FREE FOAM CELLULAR PVC THAT IS HOMOGENOUS AND FREE OF VOIDS, HOLES, CRACKS, AND FOREIGN INCLUSIONS AND OTHER DEFECTS. EDGES MUST BE SQUARE, AND TOP AND BOTTOM SURFACES SHALL BE FLAT WITH NO CONVEX OR CONCAVE DEVIATION. 2. UNIFORM SURFACE FREE FROM CUPPING, WARPING, AND TWISTING. DELIVERY, STORAGE AND HANDLING A. TRIM MATERIALS SHOULD BE STORED ON A FLAT AND LEVEL SURFACE ON A FULL SHIPPING PALLET. HANDLE MATERIALS TO PREVENT DAMAGE TO PRODUCT EDGES AND CORNERS. STORE MATERIALS UNDER A PROTECTIVE COVERING TO PREVENT JOBSITE DIRT AND RESIDUE FROM COLLECTING ON THE BOARDS.

PART 1

SUMMARY A. PRODUCTS SUPPLIED UNDER THIS SECTION 1. VAPOR BARRIER 2. SEAM TAPE 3. MASTIC

1.2

REFERENCES A. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 1. ASTM E 1745-97 (2004) STANDARD SPECIFICATION FOR PLASTIC WATER VAPOR RETARDERS USED IN CONTACT WITH SOIL OR GRANULAR FILL UNDER CONCRETE SLABS 2. ASTM E 154-88 STANDARD TEST METHODS FOR WATER VAPOR RETARDERS USED IN CONTACT WITH EARTH UNDER CONCRETE SLABS 3. ASTM E 96-95 STANDARD TEST METHODS FOR WATER VAPOR TRANSMISSION OF MATERIALS 4. ASTM E 1643-98 STANDARD PRACTICE FOR INSTALLATION OF WATER VAPOR RETARDERS USED IN CONTACT WITH EARTH OR GRANULAR FILL UNDER CONCRETE SLABS A. AMERICAN CONCRETE INSTITUTE (ACI) 1. ACI 302.1R-04 VAPOR BARRIER COMPONENT (PLASTIC MEMBRANE) IS NOT LESS THAN 10 MILS THICK

2.1

AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

MATERIALS A. MANUFACTURER: 1. STEGO INDUSTRIES LLC, SAN JUAN CAPISTRANO, CA (877) 464-7834 OR WWW.STEGOINDUSTRIES.COM B. VAPOR BARRIER PRODUCTS: 1. STEGO WRAP 6-MIL VAPOR BARRIER BY STEGO INDUSTRIES LLC 2. PREMOULDED MEMBRANE WITH PLASMATIC CORE BY W.R. MEADOWS. 3. ZERO-PERM BY ALUMISEAL. C. SEAM TAPE: 1. STEGO TAPE A. VAPOR PROOFING MASTIC: 1. STEGO MASTIC

PART 3 - EXECUTION 3.1

PREPARATION A. ENSURE THAT SUBSOIL IS APPROVED BY ARCHITECT OR GEOTECHNICAL FIRM 1. LEVEL AND TAMP OR ROLL AGGREGATE, SAND OR TAMPED EARTH BASE.

3.2 INSTALLATION A. INSTALL VAPOR BARRIER/RETARDER: 1. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND ASTM E 1643-98. 2. UNROLL VAPOR BARRIER/RETARDER WITH THE LONGEST DIMENSION PARALLEL WITH THE DIRECTION OF THE POUR. 3. LAP VAPOR BARRIER/RETARDER OVER FOOTINGS AND SEAL TO FOUNDATION WALLS. 4. OVERLAP JOINTS 6 INCHES AND SEAL WITH MANUFACTURER'S TAPE. 5. SEAL ALL PENETRATIONS (INCLUDING PIPES) PER MANUFACTURER'S INSTRUCTIONS. 6. NO PENETRATION OF THE VAPOR BARRIER/RETARDER IS ALLOWED EXCEPT FOR REINFORCING STEEL AND PERMANENT UTILITIES. B. REPAIR DAMAGED AREAS BY CUTTING PATCHES OF VAPOR BARRIER/RETARDER, DAMAGED AREABARRIERS 6 INCHES AND TAPING ALL FOUR SIDES WITH TAPE. SECTION OVERLAPPING 07270 - AIR AND MOISTURE

SUMMARY A. PROVIDE AIR AND MOISTURE BARRIERS.

QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

1.2

SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL CHARACTERISTICS, DETAILS OF CONSTRUCTION AT FOUNDATION, WALLS, ROOF, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT CONSTRUCTION. C. SAMPLES: SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIAL SPECIFIED.

PRODUCTS

MATERIALS A. MANUFACTURERS: 1. CERTAINTEED CORP., INSULATING GROUP 2. JOHNS MANVILLE BUILDING INSULATIONS 3. OWENS CORNING - INSULATING PRODUCTS 4. POLYURETHANE SPRAY FOAM INSULATION - ICYNENE INC. B. BOARD INSULATION: 1. APPLICATION: UNDER SLABS-ON-GRADE. 2. TYPE: EXTRUDED POLYSTYRENE, RIGID.

1.3

C. SPRAY FOAM INSULATION: 1. APPLICATION: ROOF-CEILING ATTIC SPACE. 2. TYPE: POLYURETHANE SPRAY FOAM INSULATION.

2.1

STANDARD: ASTM C 578. A. SIZE: AS NOTED IN THE WALL SECTIONS, SHEETS A300 SERIES SHEETS. B. BLANKET/BATT INSULATION: 1. APPLICATION: THERMAL INSULATION AT UNDERSIDE OF ROOFS, OVER HEATED SPACES AND SOFFITS. 2. TYPE: UNFACED MINERAL FIBER.

CONSULTING ENGINEERINGS

PART 2 - PRODUCTS

1.1

2.2

SZEWCZAK ASSOCIATES

SUBMITTALS A. QUALITY CONTROL / ASSURANCE 1. INDEPENDENT LABORATORY TEST RESULTS SHOWING COMPLIANCE WITH ASTM & ACI STANDARDS. 2. MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR PLACEMENT AND SEAMING.

END PARTOF1SECTION GENERAL

2.1

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE: STRUCTURAL CONSULTANT:

SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SUBMIT FOR APPROVAL TEST REPORTS.

PART II PRODUCTS

B. ACCEPTABLE PRODUCTS FOR SOFFITS: CERTAINTEED CORPORATION 750 EAST SWEDESFORD ROAD VALLEY FORGE, PA 19482 1-640-310-7000 www.certainteed.com

1.1

1.2

PART 2

MEP CONSULTANT:

PART 1 - GENERAL

SUMMARY A. PROVIDE THERMAL INSULATION AS NOTED IN THE CONSTRUCTION DOCUMENTS.

1.3

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:

SECTION 07260 - UNDER SLAB VAPOR BARRIER/RETARDER

1.1

WARRANTY A. PROVIDE MANUFACTURER'S 25 YEAR WARRANTY AGAINST DEFECTS IN MANUFACTURING THAT CAUSE THE PRODUCTS TO ROT, CORRODE, DELAMINATE, OR EXCESSIVELY SWELL FROM MOISTURE.

2.1 MATERIALS A. ACCEPTABLE PRODUCTS FOR TRIM BOARDS: AZEK TRIMBOARDS MANUFACTURED BY VYCOM CORPORATION 801 COREY STREET MOOSIC, PA 18507 1-877-275-2935 www.azek.com

GENERAL

ARCHITECT:

END OF SECTION

PART III EXECUTION 3.1 INSTALLATION A. MANUFACTURER'S INSTRUCTIONS: 1. COMPLY WITH MANUFACTURER'S PRODUCT CATALOG INSTALLATION INSTRUCTIONS AND PRODUCT TECHNICAL BULLETIN INSTRUCTIONS, REGARDING: B. CUTTING C. DRILLING D. MILLING E. ROUTING F. EDGE FINISHING G. NAIL LOCATION H. THERMAL EXPANSION AND CONTRACTION

EXECUTION

3.1 INSTALLATION A. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION. COORDINATE WITH WORK OF OTHER SECTIONS. PROVIDE FULL THICKNESS IN ONE LAYER OVER ENTIRE AREA, TIGHTLY FITTING AROUND PENETRATIONS. B. PROTECT INSTALLED INSULATION. C. SPRAY APPLICATORS MUST BE LICENSED AND TRAINED-CERTIFICATES ON HAND D. PRE-JOB CONFERENCE SHOULD BE CONDUCTED PRIOR TO START OF WORK WITH THE FOAM MANUFACTURE TO GO OVER DETAILS E. POST-JOB INSPECTION SHOULD BE COMPLETED TO ENSURE APPLICATION MEETS ALL MANUFACTURER REQUIREMENTS

1.3 2.3 FINISHES A. AZEK PRODUCTS DO NOT REQUIRE PAINT FOR PROTECTION, BUT MAY BE PAINTED TO ACHIEVE A CUSTOM COLOR. B. PREPARATION: B.A. NO SPECIAL SURFACE PREPARATIONS ARE REQUIRED PRIOR TO PAINTING. SANDING IS NOT NECESSARY FOR PAINT ADHESION. B.B. SURFACE MUST BE CLEAN AND DRY. B.C. IF DESIRED, NAIL HOLES MAY BE FILLED WITH POLYURETHANE OR ACRYLIC BASED CAULK. B.D. USE A 100% ACRYLIC LATEX PAINT WITH A LIGHT REFLECTIVE VALUE (LRV) OF 55 OR HIGHER. B.E. FOLLOW THE PAINT MANUFACTURER'S RECOMMENDATIONS TO APPLY.

SECTION 07210 - BUILDING INSULATION

END OF SECTION

DIVISION 06-WOOD & PLASTICS

SECTION INCLUDES: A. CELLULAR PVC TRIM BOARDS TO INCLUDE: 1. CORNER BOARDS 2. SOFFITS 3. FASCIAS 4. FRIEZE BOARDS 5. RAKE BOARDS 6. ARCHITECTURAL MILL 7. DOOR/WINDOW TRIM

I.

EXECUTION

3.1 INSTALLATION A. TAKE FIELD MEASUREMENTS PRIOR TO PREPARATION OF SHOP DRAWINGS AND FABRICATION. DO NOT DELAY JOB; ALLOW FOR CUTTING AND FITTING IF FIELD MEASUREMENT NOT PRACTICAL. B. FORM WORK TRUE TO LINE WITH SHARP ANGLES AND EDGES. WELD CONTINUOUSLY, GRIND FLUSH AND MAKE SMOOTH ON EXPOSED SURFACES. C. INSTALL WORK PLUMB AND LEVEL WITH HAIRLINE JOINTS AND GROUND FLUSH WELDS. D. LINTELS: PROVIDE SIZES INDICATED WITH 8" BEARING AT EACH END. E. TOUCH-UP DAMAGED COATINGS WITH SHOP PRIMER AND GALVANIZE REPAIR PAINT. F. PAINT ITEMS SCHEDULED IN ACCORDANCE WITH PAINTING SECTION. G. GALVANIZE FERROUS METAL EXPOSED TO EXTERIOR, OR CONCRETE (OTHER THAN REINFORCING STEEL) AND AS NOTED ON THE DRAWINGS. ALL UNITS GALVANIZED SHALL BE FABRICATED INTO THE LARGEST PRACTICABLE SECTION BEFORE GALVANIZING. H. STEEL SHAPES, PLATES, BARS AND OTHER ASSEMBLIES SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A123; SMALL STEEL SHAPES SHEET ARTICLES AND ROUGH HARDWARE SUCH AS BOLTS, NUTS AND WASHERS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A386. I. SHOP COAT FERROUS METAL WITH FABRICATOR'S STANDARD LEAD-FREE "UNIVERSAL" PRIMER; APPLY ON FIELD COAT OF PRIMER ON ALL ABRADED PARTS OF BUILT-IN FERROUS METALS AFTER INSTALLATION.

EXECUTION

2.2 ACCESSORY PRODUCTS A. FASTENERS: 1. USE FASTENERS DESIGNED FOR WOOD TRIM AND WOOD SIDING (THINNER SHANK, BLUNT POINT, FULL ROUND). 2. USE A HIGHLY DURABLE FASTENER SUCH AS STAINLESS STEEL OR HOT-DIPPED GALVANIZED. 3. STAPLES, SMALL BRADS AND WIRE NAILS MUST NOT BE USED AS FASTENING MEMBERS. 4. THE FASTENERS SHOULD BE LONG ENOUGH TO PENETRATE THE SOLID WOOD SUBSTRATE A MINIMUM OF 1 1/2". 5. STANDARD NAIL GUNS WORK WELL. 6. USE 2 FASTENERS PER EVERY FRAMING MEMBER FOR TRIMBOARD APPLICATIONS. TRIMBOARDS 12" OR WIDER, AS WELL AS SHEETS, WILL REQUIRE ADDITIONAL FASTENERS. 7. FASTENERS MUST BE INSTALLED NO MORE THAN 2" FROM THE END OF THE BOARD. 8. TRIM SHOULD BE FASTENED INTO A FLAT, SOLID SUBSTRATE. FASTENING TRIM INTO HOLLOW OR UNEVEN AREAS MUST BE AVOIDED. 9. PRE-DRILLING IS TYPICALLY NOT REQUIRED UNLESS A LARGE FASTENER IS USED OR PRODUCT IS INSTALLED IN LOW TEMPERATURES. 10. 3/8" AND 1/2" SHEET PRODUCT IS NOT INTENDED TO BE RIPPED INTO TRIM PIECES. THESE PROFILES MUST BE GLUED TO A SUBSTRATE AND MECHANICALLY FASTENED. B. ADHESIVES: 1. GLUE ALL TRIM JOINTS SUCH AS WINDOW SURROUNDS, LONG FASCIA RUNS, ETC. WITH APPROVED ADHESIVE, A CELLULAR PVC CEMENT, TO PREVENT JOINT SEPARATION. 2. THE GLUE JOINT SHOULD BE SECURED WITH A FASTENER AND/OR FASTENED ON EACH SIDE OF THE JOINT TO ALLOW ADEQUATE BONDING TIME. 3. MOST ADHESIVES HAVE A WORKING TIME OF 10 MINUTES AND WILL BE FULLY CURED IN 24 HOURS. 4. IF STANDARD PVC CEMENTS ARE USED, KEEP IN MIND THESE PRODUCTS TYPICALLY CURE QUICKLY WHICH WILL RESULT IN LIMITED WORKING TIME AND MAY REDUCE ADHESIVE STRENGTH. 5. SURFACES TO BE GLUED SHOULD BE SMOOTH, CLEAN AND IN COMPLETE CONTACT WITH EACH OTHER. 6. TO BOND TRIM TO OTHER SUBSTRATES, VARIOUS ADHESIVES MAY BE USED. CONSULT ADHESIVE MANUFACTURER TO DETERMINE SUITABILITY. C. SEALANTS: 1. USE URETHANE, POLYURETHANE OR ACRYLIC BASED SEALANTS WITHOUT SILICONE.

D C B A

03.16.12 01.16.12 12.22.11 12.16.11

STANDARD: 6 MIL POLYETHILENE VAPOR BARRIER A. SIZE: AS NOTED IN THE WALL SECTIONS, SHEETS A300 SERIES SHEETS. B. ACCESSORIES: 1. ADHESIVES AND MECHANICAL ANCHORS AND CLIPS. 2. PROTECTION BOARD. CRACK SEALERS AND TAPES.

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

BID & PERMIT SET

ISSUE DATE: 03.16.12

SEAL:

QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

PART 2

PRODUCTS

MATERIALS A. MANUFACTURERS: 1. CARLISLE COATINGS & WATERPROOFING 2. GRACE CONSTRUCTION PRODUCTS 3. W. R. MEADOWS, INC. 4. STEGO INDUSTRIES LLC B. AIR AND MOISTURE BARRIERS: 1. TYPE: SELF-ADHERING, VAPOR RETARDING, 40 MILS. 2. TYPE: SELF-ADHERING, VAPOR PERMEABLE, 40 MILS. 3. TRANSITION MATERIALS: SILICONE SHEET.

DRAWN BY: CHECKED BY: Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

2.3

325A KING STREET NORTHAMPTON, MA

SECTION 05500 - METAL FABRICATIONS

PRODUCTS

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com

NORTHAMPTON CROSSING

REFER TO STRUCTURAL SPECIFICATIONS ON SHEET S-1 FOR STRUCTURAL STEEL

PART 2

SECTION 07210 - BUILDING INSULATION CONT.

GREENFIELD SAVINGS BANK

DIVISION 05-METALS

SECTION 06600 - PLASTIC FABRICATIONS CONT.

PART 3

EXECUTION

3.1 INSTALLATION A. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION. COORDINATE WITH WORK OF OTHER SECTIONS. INSTALL OVER ENTIRE AREA, TIGHTLY FITTING AROUND PENETRATIONS AND AT PERIMETERS. B. PROTECT INSTALLED AIR AND MOISTURE BARRIERS. END OF SECTION

SHEET NUMBER:

SPECIFICATIONS

1


CLIENT:

GENERAL

1.1

SUMMARY A. PROVIDE FLASHING AND SHEET METAL.

1.2

SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL CHARACTERISTICS, DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT CONSTRUCTION. C. SAMPLES: SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIAL SPECIFIED INDICATING VISUAL CHARACTERISTICS AND FINISH. INCLUDE RANGE SAMPLES IF VARIATION OF FINISH IS ANTICIPATED.

1.08

QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

1.09

1.3

PART 2 2.1

PRODUCTS

MATERIALS A. MANUFACTURERS: . 1. ENGLERT, INC. 2. NATIONAL SHEET METAL SYSTEMS, INC. 3. NERVASTRAL INC. 4. SANDELL MANUFACTURING COMPANY, INC. B. FLASHING AND SHEET METAL APPLICATION: 1. METAL COUNTERFLASHING AND BASE FLASHING. 2. EXTERIOR WALL FLASHING AND EXPANSION JOINTS. 3. BUILT-IN METAL VALLEYS, GUTTERS, AND SCUPPERS. 4. GUTTERS AND DOWNSPOUTS. 5. EXPOSED METAL TRIM AND FASCIA UNITS. 6. ELASTIC FLASHING. C. TYPE: 1. METAL: ZINC-COATED STEEL. 1.1. STANDARD: ASTM A 653, G90 HOT-DIP GALVANIZED, 2-COAT 70% FLUOROPOLYMER, 20-GAUGE (.0359 INCH). 2. METAL: COPPER. 2.1.STANDARD: ASTM B 370, 16 OUNCES PER SQUARE FOOT. 3. METAL: EXTRUDED ALUMINUM. 3.1.STANDARD: 6063-T52, PREFINISHED 2-COAT 70% FLUOROPOLYMER, 0.080 INCHES FOR PRIMARY LEGS OF EXTRUSION. 4. FLEXIBLE SHEET MEMBRANE FLASHING: 4.1.NONREINFORCED FLEXIBLE BLACK ELASTIC SHEET, 50 TO 65 MILS THICK, SYNTHETIC RUBBER. 5. RIDGE VENTS: 5.1.PROVIDED BY METAL ROOF MFR. C. AUXILIARY MATERIALS: 1. SOLDER COMPATIBLE WITH METAL. 2. BITUMINOUS ISOLATION COATING. 3. MASTIC AND ELASTOMERIC SEALANTS. 4. POLYETHYLENE UNDERLAYMENT. 5. REGLETS AND METAL ACCESSORIES. 6. GUTTER AND CONDUCTOR HEAD GUARDS. 7. ASPHALTIC ROOFING CEMENT.

PART 3

1.10

EXECUTION

WEATHER CONDITIONS A. PROCEED WITH WORK ONLY WHEN EXISTING AND FORECASTED WEATHER CONDITIONS WILL PERMIT WORK TO BE PERFORMED IN ACCORDANCE WITH GAF'S RECOMMENDATIONS.

2.01

MANUFACTURERS A. ACCEPTABLE MANUFACTURER: GAF MATERIALS CORPORATION, 1361 ALPS RD. WAYNE NJ 07470. TEL: 1-973-628-3000.

HIP AND RIDGE SHINGLES A. DISTINCTIVE VENTED HIP AND RIDGE CAP SHINGLE COMPLEMENTING THE COLOR OF SELECTED ROOF SHINGLE. EACH BUNDLE COVERS APPROX. 20 LINEAL FEET WITH A

2.04

STARTER STRIP A. SELF SEALING STARTER SHINGLE DESIGNED FOR ALL ROOF SHINGLES. EACH BUNDLE

2.06

SHINGLE UNDERLAYMENT A. REFER TO DETAILS 7 &11 ON DRAWING A501 FOR PREFERRED SHINGLE UNDERLAYMENT.

2.07

ROOFING CEMENT A. ASPHALT PLASTIC ROOFING CEMENT MEETING THE REQUIREMENTS OF ASTM D 4586, TYPE I OR II.

2.08

ROOF ACCESSORIES A. EXTERIOR ACRYLIC RUST RESISTANT AEROSOL ROOF ACCESSORY PAINT. EACH 6 OZ CAN IS AVAILABLE IN BOXES OF 6 AND IN A WIDE VARIETY OF COLORS TO

2.09

ATTIC VENTILATION A. RIDGE VENTS 1. RIGID PLASTIC RIDGE VENTILATOR DESIGNED TO ALLOW THE PASSAGE OF HOT AIR FROM ATTICS WHILE PROHIBITING SNOW INFILTRATION. FOR USE IN CONJUNCTION WITH EAVE/ SOFFIT INTAKE VENTILATION PRODUCTS. PROVIDES 18.0 SQ INCHES NFVA PER LINEAL FOOT. EACH PACKAGE CONTAINS 40 LINEAL FEET OF VENT.

B.

C.

2.11

A. ASPHALT ROOFING SHINGLES. B. LEAK BARRIER AND ROOF DECK PROTECTION. C. METAL FLASHING ASSOCIATED WITH SHINGLE ROOFING. D. ATTIC VENTILATION. 2.12

1.03 REFERENCES A AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) - ANNUAL BOOK OF ASTM STANDARDS 1. ASTM D 2218 - IMPACT RESISTANCE OF PREPARED ROOF COVERING MATERIALS. 2. ASTM D 3018 - STANDARD SPECIFICATION FOR CLASS A ASPHALT SHINGLES SURFACED WITH MINERAL GRANULES. 3. ASTM D 3161 - STANDARD TEST METHOD FOR WIND-RESISTANCE OF ASPHALT SHINGLES (FAN-INDUCED METHOD). 4. ASTM D 3462 - STANDARD SPECIFICATION FOR ASPHALT SHINGLES MADE FROM GLASS FELT AND SURFACED WITH MINERAL GRANULES. 5. ASTM D 4586 - STANDARD SPECIFICATION FOR ASPHALT ROOF CEMENT, ASBESTOS-FREE. 6. ASTM D 7158 - STANDARD TEST METHOD FOR WIND-RESISTANCE OF SEALED ASPHALT SHINGLES (UPLIFT FORCE/UPLIFT RESISTANCE METHOD). 7. UL 790 - TESTS FOR FIRE RESISTANCE OF ROOF COVERING MATERIALS. 8. UL 997 - WIND RESISTANCE OF PREPARED ROOF COVERING MATERIALS. C. D. E. F. G. H.

ASPHALT ROOFING MANUFACTURERS ASSOCIATION (ARMA) NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA) U.S. GREEN BUILDING COUNCIL (USGBC) LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN (LEED) ENERGY STAR COOL ROOF RATING COUNCIL (CRRC)

1.04 DEFINITIONS

A.

ROOFING TERMINOLOGY: REFER TO ASTM D1079 AND THE GLOSSARY OF THE NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA) ROOFING AND WATERPROOFING MANUAL FOR DEFINITIONS OF ROOFING TERMS RELATED TO THIS SECTION.

1.05 SUBMITTALS

A.

SUBMIT COPIES OF GAF PRODUCT DATA SHEETS, DETAIL DRAWINGS AND SAMPLES FOR EACH TYPE OF ROOFING PRODUCT.

1.06 QUALITY ASSURANCE

A.

MANUFACTURER QUALIFICATIONS: PROVIDE ALL PRIMARY ROOFING PRODUCTS, INCLUDING SHINGLES, UNDERLAYMENT, LEAK BARRIER, AND VENTILATION, BY A SINGLE MANUFACTURER. B. INSTALLER QUALIFICATIONS: INSTALLER MUST BE APPROVED FOR INSTALLATION OF ALL ROOFING PRODUCTS TO BE INSTALLED UNDER THIS SECTION.

SERIES GABLE LOUVER BY GAF. CIRCULAR SURFACED MOUNTED, ONE PIECE INTEGRAL CONSTRUCTION LOUVER BY GAF.

GENERAL

NAILS A. STANDARD ROUND WIRE, ZINC-COATED STEEL OR ALUMINUM; 10 TO 12 GAUGE, SMOOTH, BARBED OR DEFORMED SHANK, WITH HEADS 3/8 INCH TO 7/16 INCH IN DIAMETER. LENGTH MUST BE SUFFICIENT TO PENETRATE INTO SOLID WOOD AT LEAST 3/4 INCH OR THROUGH PLYWOOD OR ORIENTED STRAND BOARD BY AT LEAST 1/8 INCH. METAL FLASHING A. .24 GAUGE HOT-DIP GALVANIZED STEEL SHEET, COMPLYING WITH ASTM A 653/A 653M, G90/Z275.

PART 3

EXECUTION

3.01

EXAMINATION A. DO NOT BEGIN INSTALLATION UNTIL THE ROOF DECK HAS BEEN PROPERLY PREPARED. B. IF ROOF DECK PREPARATION IS THE RESPONSIBILITY OF ANOTHER INSTALLER, NOTIFY THE ARCHITECT OR BUILDING OWNER OF UNSATISFACTORY PREPARATION BEFORE PROCEEDING.

3.02

3.03

3.04

PREPARATION C. VERIFY THAT THE DECK IS DRY, SOUND, CLEAN AND SMOOTH. IT SHALL BE FREE OF ANY DEPRESSIONS, WAVES, AND PROJECTIONS. COVER WITH SHEET METAL, ALL HOLES OVER 1 INCH IN DIAMETER, CRACKS OVER 1/2 INCH IN WIDTH, LOOSE KNOTS AND EXCESSIVELY RESINOUS AREAS. D. CLEAN DECK SURFACES THOROUGHLY PRIOR TO INSTALLATION OF EAVES PROTECTION MEMBRANE AND UNDERLAYMENT. PREPARATION A. CLEAN DECK SURFACES THOROUGHLY PRIOR TO INSTALLATION OF EAVES PROTECTION MEMBRANE AND UNDERLAYMENT. B. AT AREAS THAT RECEIVE EAVES PROTECTION MEMBRANE, FILL KNOTHOLES AND CRACKS WITH LATEX FILLER. C. VERIFY THAT THE DECK IS STRUCTURALLY SOUND. D. CLEAN SHINGLE SURFACES THOROUGHLY PRIOR TO INSTALLATION OF EAVES PROTECTION MEMBRANE AND UNDERLAYMENT. INSTALLATION OF UNDERLAYMENTS A. GENERAL: 1. INSTALL USING METHODS RECOMMENDED BY WR GRACE, IN ACCORDANCE WITH LOCAL BUILDING CODES. WHEN LOCAL CODES AND APPLICATION INSTRUCTIONS ARE IN CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL TAKE PRECEDENCE. B. EAVES: 1. INSTALL EAVES EDGE METAL FLASHING TIGHT WITH FASCIA BOARDS; LAP JOINTS 2 INCHES (51MM) AND SEAL WITH PLASTIC CEMENT OR HIGH QUALITY URETHANE SEALANT; NAIL AT THE TOP OF THE FLANGE. 2. IN THE NORTH, AND ON ALL ROOFS BETWEEN 2/12 AND 4/12 (LOW SLOPES) INSTALL BARRIER UP THE SLOPE FROM EAVES EDGE A FULL 36 INCHES OR TO AT

C.

C. D.

3.06

BOND. VALLEYS: 1. INSTALL EAVES PROTECTION MEMBRANE AT LEAST 36 INCHES WIDE AND CENTERED ON THE VALLEY. LAP ENDS 6 INCHES AND SEAL. 2. WHERE VALLEYS ARE INDICATED TO BE "OPEN VALLEYS", INSTALL METAL FLASHING OVER BARRIER ROOF DECK PROTECTION IS INSTALLED; DO NOT NAIL THROUGH THE FLASHING. SECURE THE FLASHING BY NAILING AT 18 INCHES ON CENTER JUST BEYOND EDGE OF FLASHING SO THAT NAIL HEADS HOLD DOWN THE EDGE.

THE NAILS. USE STANDARD ALIGNMENT METHODS TO ASSURE PROPER SHINGLE PLACEMENT. 6. SECURE WITH 4, 5, OR 6 NAILS PER SHINGLE PER GAF'S INSTRUCTIONS OR LOCAL CODES. 7. PLACEMENT OF NAILS VARIES BASED ON THE TYPE OF SHINGLE SPECIFIED. CONSULT THE APPLICATION INSTRUCTIONS FOR THE SPECIFIED SHINGLE FOR DETAILS. 8. NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE. DO NOT OVERDRIVE OR UNDER DRIVE THE NAILS. 9. SHINGLE OFFSET VARIES BASED ON THE TYPE OF SHINGLE SPECIFIED. CONSULT THE APPLICATION INSTRUCTIONS FOR THE SPECIFIED SHINGLE FOR DETAILS. VALLEYS 1. INSTALL VALLEYS USING THE "OPEN VALLEY" METHOD. PENETRATIONS 1. ALL PENETRATIONS ARE TO BE FLASHED ACCORDING TO GAF, ARMA AND NRCA APPLICATION INSTRUCTIONS AND CONSTRUCTION DETAILS.

2.1

C.

3.07 PROTECTION A. PROTECT INSTALLED PRODUCTS FROM FOOT TRAFFIC UNTIL COMPLETION OF THE PROJECT. B. ANY ROOF AREAS THAT ARE NOT COMPLETED BY THE END OF THE WORKDAY ARE TO BE PROTECTED FROM MOISTURE AND CONTAMINANTS. END OF SECTION

ARCHITECT:

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:

ACCEPTABLE MANUFACTURERS ATAS INTERNATIONAL CONTACT: LORI MORROW WATERBURY CENTER, VT 05677 PHONE: 484-533-1275 www.atas.com

MEP CONSULTANT:

STYLE: DUTCH SEAM, 15" PANEL WIDTH, .040 ALUMINUM 22 GA.,COLOR: #12 PATINA GREEN. 2.2

2.3 2.4

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE:

SHEET MATERIALS A. PREFINISHED METAL SHALL BE HOT-DIPPED GALVANIZED - ASTM A446-85 GRADE C G90 COATING A525-86 24 GAUGE CORE STEEL OR PREFINISHED GALVALUME - ASTM 792-86 AZ-55. B. FINISH SHALL BE FULL STRENGTH KYNAR 500 FLUOROPOLYMER COATING COATING, APPLIED BY THE MANUFACTURER ON A CONTINUOUS COIL COATING LINE, WITH A TOP SIDE DRY FILM THICKNESS OF 0.70 TO 0.90 MIL OVER 0.25 TO 0.35 MIL PRIME COAT, TO PROVIDE A TOTAL DRY FILM THICKNESS OF 0.95 TO 1.25 MIL. BOTTOM SIDE SHALL BE COATED WITH PRIMER WITH A DRY FILM THICKNESS OF 0.25 MIL. FINISH SHALL CONFORM TO ALL TESTS FOR ADHESION, FLEXIBILITY, AND LONGEVITY AS SPECIFIED BY THE KYNAR 500 FINISH SUPPLIER. C. STRIPPABLE FILM SHALL BE APPLIED TO THE TOP SIDE OF THE PAINTED COIL TO PROTECT THE FINISH DURING FABRICATION, SHIPPING AND FIELD HANDLING. THIS STRIPPABLE FILM MUST BE REMOVED BEFORE INSTALLATION.

STRUCTURAL CONSULTANT:

SZEWCZAK ASSOCIATES CONSULTING ENGINEERINGS AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

ACCESSORY MATERIALS A. FASTENERS: GALVANIZED STEEL WITH WASHERS WHERE REQUIRED. B. SEALANT: AS SPECIFIED BY SHEET METAL ROOFING MANUFACTURER. FABRICATION A. ALL EXPOSED ADJACENT FLASHING SHALL BE OF THE SAME MATERIAL AND FINISH AS THE ROOF PANELS. B. HEM ALL EXPOSED EDGES OF FLASHING ON UNDERSIDE, 1/2 INCH.

PART 3 EXECUTION 3.1

INSTALLATION OF ATTIC VENTILATION A. GENERAL 1. VENTILATION MUST MEET OR EXCEED CURRENT F.H.A., H.U.D. AND LOCAL CODE REQUIREMENTS. B. RIDGE / SOFFIT VENTILATION 1. INSTALL RIDGE VENT ALONG THE ENTIRE LENGTH OF RIDGES: 2. CUT CONTINUOUS VENT SLOTS THROUGH THE SHEATHING, STOPPING 6 INCHES (152MM) FROM EACH END OF THE RIDGE. 3. ON ROOFS WITHOUT RIDGE BOARD, MAKE A SLOT 1 INCH WIDE, ON EITHER SIDE 4. INSTALL RIDGE VENT MATERIAL ALONG THE FULL LENGTH OF THE RIDGE, INCLUDING UNCUT AREAS. 5. BUTT ENDS OF RIDGE VENT MATERIAL AND JOIN USING ROOFING CEMENT. 6. INSTALL EAVES VENTS IN SUFFICIENT QUANTITY TO EQUAL OR EXCEED THE RIDGE VENT AREA. ROOF AND GABLE LOUVERS: 1. CUT VENT HOLE THROUGH SHEATHING AS SPECIFIED BY THE MANUFACTURER FOR THE TYPE OF VENT TO BE INSTALLED. 2. INSTALL A 24 INCHES SQUARE OF LEAK BARRIER, CENTERED AROUND THE HOLE FOR ROOF LOUVERS 3. INSTALL ACCORDING TO MANUFACTURERS INSTRUCTIONS FOR FLASHING VENT PENETRATIONS 4. INSTALL EAVE VENTS IN SUFFICIENT QUANTITY TO EQUAL OR EXCEED THE EXHAUST VENT AREA, CALCULATED AS SPECIFIED BY MANUFACTURER.

WARRANTY A. PAINT FINISH SHALL HAVE A TWENTY YEAR GUARANTEE AGAINST CRACKING, PEELING AND FADE (NOT TO EXCEED 5 N.B.S. UNITS). B. GALVALUME MATERIAL SHALL HAVE A TWENTY YEAR GUARANTEE AGAINST FAILURE DUE TO CORROSION, RUPTURE OR PERFORATION. C. APPLICATOR SHALL FURNISH GUARANTEE COVERING WATERTIGHTNESS OF THE ROOFING SYSTEM FOR THE PERIOD OF TWO (2) YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION.

PART 2 PRODUCT

FOR MAXIMUM WIND RESISTANCE ALONG RAKES, INSTALL ANY GAF STARTER STRIP CONTAINING SEALANT OR CEMENT SHINGLES TO UNDERLAYMENT AND EACH OTHER IN A 4" WIDTH OF ASPHALT PLASTIC ROOF CEMENT. 3. LATERALLY, OFFSET THE NEW SHINGLES FROM THE EXISTING KEYWAYS, TO AVOID WAVES OR DEPRESSIONS CAUSED BY EXCESSIVE DIPS IN THE ROOFING MATERIALS. 4. USING THE BOTTOM OF THE TAB ON EXISTING SHINGLES, ALIGN SUBSEQUENT COURSES. 5.

FASCIA AND SOFFIT/UNDER EAVE VENTS 1. REFER TO DETAILS ON DRAWING A501 FOR FASCIA/SOFFIT AND UNDER EAVE VENTS. GABLE LOUVERS 1. SURFACED MOUNTED, FLUSH OR RECESSED ONE PIECE INTEGRAL CONSTRUCTION

2.

1.7

2.

997 WIND RESISTANCE LABEL; ASTM D 7158, CLASS H; ASTM D 3161, TYPE 1; ASTM D 3018, TYPE 1; ASTM D 3462; CSA 123.5-98; 1. 2. COLOR: WEATHERED WOOD 2.03

HIPS AND RIDGES: 1. INSTALL BARRIER ALONG ENTIRE LENGTHS. IF RIDGE VENTS ARE TO BE INSTALLED, POSITION THE BARRIER SO THAT THE RIDGE SLOTS WILL NOT BE COVERED. ROOF DECK: 1. ON ROOFS SLOPED AT MORE THAN 4 IN 12, LAP HORIZONTAL EDGES AT LEAST 2 INCHES (51MM) AND AT LEAST 2 INCHES OVER EAVES PROTECTION MEMBRANE. 2. ON ROOFS SLOPED BETWEEN 2 IN 12 AND 4 IN 12, LAP HORIZONTAL EDGES AT LEAST 19 INCHES AND AT LEAST 19 INCHES OVER EAVES PROTECTION MEMBRANE. 3. LAP ENDS AT LEAST 4 INCHES. STAGGER END LAPS OF EACH LAYER AT LEAST 36 INCHES. 4. LAP ROOF DECK PROTECTION OVER BARRIER IN VALLEY AT LEAST 6 INCHES. PENETRATIONS: 1. VENT PIPES: INSTALL A 24 INCH SQUARE PIECE OF EAVES PROTECTION MEMBRANE LAPPING OVER ROOF DECK UNDERLAYMENT; SEAL TIGHTLY TO PIPE. 2. RAKE EDGES: INSTALL METAL EDGE FLASHING OVER EAVES PROTECTION MEMBRANE AND ROOF DECK UNDERLAYMENT; SET TIGHT TO RAKE BOARDS; LAP JOINTS AT LEAST 2 INCHES AND SEAL WITH PLASTIC CEMENT; SECURE WITH NAILS.

INSTALLATION OF SHINGLES A. GENERAL: 1. INSTALL IN ACCORDANCE WITH GAF'S INSTRUCTIONS AND LOCAL BUILDING CODES. WHEN LOCAL CODES AND APPLICATION INSTRUCTIONS ARE IN CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL TAKE PRECEDENCE. 2. MINIMIZE BREAKAGE OF SHINGLES BY AVOIDING DROPPING BUNDLES ON EDGE, BY SEPARATING SHINGLES CAREFULLY (NOT BY "BREAKING" OVER RIDGE OR BUNDLES), AND BY TAKING EXTRA PRECAUTIONS IN TEMPERATURES BELOW 40 DEGREES F. 3. HANDLE CAREFULLY IN HOT WEATHER TO AVOID SCUFFING THE SURFACING, OR DAMAGING THE SHINGLE EDGES. B. PLACEMENT AND NAILING: 1. WITHIN THE SHINGLE LOCATED BENEATH IT. THIS PROCEDURE WILL YIELD A FIRST

PREVENTS PRONOUNCED DISCOLORATION FROM BLUE-GREEN ALGAE THROUGH FORMULATION/UNIQUE BLENDS OF GRANULES. ARCHITECTURAL LAMINATE STYLING

SECTION 07310 - ASPHALT ROOFING SHINGLES

1.02 RELATED SECTIONS A. SECTION 06100 - ROUGH CARPENTRY: FRAMING, WOOD DECKING, AND ROOF SHEATHING. B. SECTION 07620 - FLASHING AND SHEET METAL: SHEET METAL FLASHING NOT ASSOCIATED WITH SHINGLE ROOFING; GUTTERS AND DOWNSPOUTS.

3.05

SHINGLES A. SELF SEALING, GRANULE SURFACED, ASPHALT SHINGLE WITH A STRONG FIBERGLASS

END OF SECTION

1.01 SECTION INCLUDES

F.

WARRANTY A. B. C. PRODUCTS

3.1 INSTALLATION A. FOLLOW RECOMMENDATIONS OF SMACNA SHEET METAL MANUAL. ALLOW FOR EXPANSION. ISOLATE DISSIMILAR MATERIALS. B. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS. C. RESTORE DAMAGED COMPONENTS AND FINISHES. CLEAN AND PROTECT WORK FROM DAMAGE.

PART 1

E.

DELIVERY, STORAGE, AND HANDLING A. STORE ALL PRODUCTS IN MANUFACTURER'S UNOPENED, LABELED PACKAGING UNTIL THEY ARE READY FOR INSTALLATION. B. STORE PRODUCTS IN A COVERED, VENTILATED AREA, AT TEMPERATURE NOT MORE THAN 110 DEGREES F (43 DEGREES C); DO NOT STORE NEAR STEAM PIPES, RADIATORS, OR IN DIRECT SUNLIGHT. C. STORE BUNDLES ON A FLAT SURFACE. MAXIMUM STACKING HEIGHT SHALL NOT EXCEED GAF'S RECOMMENDATIONS. STORE ALL ROLLS ON END. D. STORE AND DISPOSE OF SOLVENT-BASED MATERIALS IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS.

PART 2

2.02

A.

INSPECTION A. SUBSTRATE: 1. EXAMINE PLYWOOD ROOF DECKING TO ENSURE PROPER ATTACHMENT TO FRAMING. 2. INSPECT PLYWOOD ROOF DECK TO VERIFY DECK IS CLEAN AND SMOOTH,FREE OF DEPRESSIONS, WAVES OR PROJECTIONS, LEVEL TO +/1/4" IN 20', AND PROPERLY SLOPED TO VALLEYS AND EAVES. 3. VERIFY DECK IS DRY AND FREE OF SNOW OR ICE. JOINTS IN WOOD DECK TO BE SOLIDLY SUPPORTED AND NAILED. B. UNDERLAYMENT: 1. GRACE ICE & WATER SHIELD UNDERLAYMENT TO BE USED ON ALL APPLICATIONS AND ON LOW (LESS THAN 1:12) SLOPE OR COMPLEX ROOFS PER ATAS RECOMMENDATION.

3.2 INSTALLATION A. COMPLY WITH MANUFACTURERS STANDARD INSTRUCTIONS AND CONFORM TO STANDARDS SET FORTH IN THE ARCHITECTURAL SHEET METAL MANUAL PUBLISHED BY SMACNA, IN ORDER TO ACHIEVE A WATERTIGHT INSTALLATION. B. INSTALL PANELS IN SUCH A MANNER THAT HORIZONTAL LINES ARE TRUE AND LEVEL AND VERTICAL LINES ARE PLUMB. C. INSTALL STARTER AND EDGE TRIM BEFORE INSTALLING ROOF PANELS. D. REMOVE PROTECTIVE STRIPPABLE FILM PRIOR TO INSTALLATION OF ROOF PANELS. E. ATTACH PANELS USING MANUFACTURER'S STANDARD CLIPS AND FASTENERS, SPACED IN ACCORDANCE WITH APPROVED SHOP DRAWINGS. F. INSTALL SEALANTS FOR PREFORMED ROOFING PANELS AS APPROVED ON SHOP DRAWINGS. G. DO NOT ALLOW PANELS OR TRIM TO COME INTO CONTACT WITH DISSIMILAR MATERIALS. H. DO NOT ALLOW TRAFFIC ON COMPLETED ROOF. IF REQUIRED, PROVIDE CUSHIONED WALK BOARDS. I. PROTECT INSTALLED ROOF PANELS AND TRIM FROM DAMAGE CAUSED BY ADJACENT CONSTRUCTION UNTIL COMPLETION OF INSTALLATION. J. REMOVE AND REPLACE ANY PANELS OR COMPONENTS WHICH ARE DAMAGED BEYOND SUCCESSFUL REPAIR.

325A KING STREET NORTHAMPTON, MA

PART 1

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com

SECTION 07610 - SHEET METAL ROOFING CONT.

REGULATORY REQUIREMENTS A. PROVIDE A ROOFING SYSTEM ACHIEVING AN UNDERWRITERS LABORATORIES (UL) CLASS A FIRE CLASSIFICATION. B. INSTALL ALL ROOFING PRODUCTS IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL BUILDING CODES. C. ALL WORK SHALL BE PERFORMED IN A MANNER CONSISTENT WITH CURRENT OSHA GUIDELINES.

NORTHAMPTON CROSSING

SECTION 07600 - FLASHING AND SHEET METAL

1.07

SECTION 07310 - ASPHALT ROOFING SHINGLES CONT..

GREENFIELD SAVINGS BANK

SECTION 07310 - ASPHALT ROOFING SHINGLES CONT..

SECTION 07610 - SHEET METAL ROOFING 3.3 PART 1 GENERAL 1.1

1.2

1.3

1.4

SECTION INCLUDES: A. PREFORMED, PREFINISHED METAL ROOFING AND FLASHINGS. B. MISCELLANEOUS TRIM, FLASHING, CLOSURES, DRIP FLASHING, AND ACCESSORIES. C. SEALANT D. FASTENING DEVICES. REFERENCES A. AMERICAN IRON & STEEL INSTITUTE (AISI) SPECIFICATION FOR THE DESIGN OF COLDFORMED STEEL STRUCTURAL MEMBERS. B. ASTM A-653 & ASTM A924 STEEL SHEET, ZINC-COATED (GALVANIZED) C. SPEC DATA SHEET - GALVALUME SHEET METAL BY BETHLEHEM CORP. D. SMACNA - ARCHITECTURAL SHEET METAL MANUAL. E. BUILDING MATERIALS DIRECTORY - UNDERWRITER'S LABORATORIES, TEST PROCEDURE 580.

CLEANING A. CLEAN ANY GREASE, FINGER MARKS OR STAINS FROM THE PANELS PER MANUFACTURER'S RECOMMENDATIONS.

SECTION 07900 - JOINT SEALERS PART 1

SUMMARY A. PROVIDE JOINT SEALERS AND FILLERS.

1.2

SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SAMPLES: SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIAL SPECIFIED INDICATING VISUAL CHARACTERISTICS AND FINISH. INCLUDE RANGE SAMPLES IF VARIATION OF FINISH IS ANTICIPATED.

1.3

SUBMITTALS A. SUBMIT A SAMPLE OF EACH TYPE OF ROOF PANEL, COMPLETE WITH FACTORY FINISH. C. SUBMIT RESULTS INDICATING COMPLIANCE WITH MINIMUM REQUIREMENTS OF THE FOLLOWING PERFORMANCE TESTS: 1. WIND UPLIFT - U.L.90 D. SUBMIT CALCULATIONS WITH REGISTERED ENGINEER SEAL, VERIFYING ROOF PANEL AND ATTACHMENT METHOD RESISTS WIND PRESSURES IMPOSED ON IT PURSUANT TO APPLICABLE BUILDING CODES.

PART 2

QUALITY ASSURANCE A. NO PRODUCT SUBSTITUTIONS.

1.6

DELIVERY, STORAGE AND HANDLING A. UPON RECEIPT OF PANELS AND OTHER MATERIALS, INSTALLER SHALL EXAMINE THE SHIPMENT FOR DAMAGE AND COMPLETENESS. B. PANELS SHOULD BE STORED IN A CLEAN, DRY PLACE. ONE END SHOULD BE ELEVATED TO ALLOW MOISTURE TO RUN OFF. C. PANELS WITH STRIPPABLE FILM MUST NOT BE STORED IN THE OPEN, EXPOSED TO THE SUN. D. STACK ALL MATERIALS TO PREVENT DAMAGE AND TO ALLOW FOR ADEQUATE VENTILATION.

2.1

03.16.12 01.16.12 12.22.11 12.16.11

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

GENERAL

1.1

ASSEMBLY DESCRIPTION A. THE ROOFING ASSEMBLY INCLUDES PREFORMED SHEET METAL PANELS AT CUPOLA.

1.5

D C B A

END OF SECTION

BID & PERMIT SET

ISSUE DATE: 03.16.12

SEAL:

QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PRODUCTS

MATERIALS A. MANUFACTURERS: 1. SANDELL MANUFACTURING COMPANY, INC. 2. WATSON BOWMAN ACME CORP. B. EXTERIOR JOINTS IN VERTICAL SURFACES, SILICONE: 1. MATERIALS: MULTI-PART NONACID-CURING SILICONE SEALANT, ASTM C 920. C. EXTERIOR JOINTS IN HORIZONTAL SURFACES, URETHANE: 1. MATERIALS: SELF-LEVELING URETHANE SEALANT, ASTM C 920. D. EXTERIOR PAVING JOINT FILLERS, BITUMINOUS: 1. MATERIALS: BITUMINOUS FIBER.

DRAWN BY: CHECKED BY: Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

SHEET NUMBER:

SPECIFICATIONS

1


CLIENT:

3.1 INSTALLATION A. EXAMINE SUBSTRATE; REPORT UNSATISFACTORY CONDITIONS IN WRITING. BEGINNING WORK MEANS ACCEPTANCE OF SUBSTRATES. B. PROVIDE SEALANTS IN COLORS AS SELECTED FROM MANUFACTURER'S STANDARDS. C. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS. CLEAN AND PRIME JOINTS, AND INSTALL BOND BREAKERS, BACKER RODS AND SEALANT AS RECOMMENDED BY MANUFACTURERS. D. DEPTH SHALL EQUAL WIDTH UP TO 1/2 INCH WIDE; DEPTH SHALL EQUAL 1/2 WIDTH FOR JOINTS OVER 1/2 INCH WIDE. E. CURE AND PROTECT SEALANTS AS DIRECTED BY MANUFACTURERS. REPLACE OR RESTORE DAMAGED SEALANTS. CLEAN ADJACENT SURFACES TO REMOVE SPILLAGE.

D.

RELATED PRODUCTS INSTALLATION REQUIREMENTS: 1. SEALANTS (PERIMETER): REFER TO SECTION 7 JOINT TREATMENT (SEALANTS). 2. GLASS: REFER TO SECTION 8 GLASS AND GLAZING. 2.1. REFERENCE: ANSI Z97.1, CPSC 16 CFR 1201 AND GANA GLAZING MANUAL. END OF SECTION SECTION 08310 - ACCESS DOORS & PANELS PART 1

1.1 SUMMARY PROVIDE ACCESS DOORS AS NOTED ON SHEET A601, DOOR SCHEDULE. 1.2

END OF SECTION

DIVISION 08 - DOORS & WINDOWS GENERAL

1.1

SUMMARY A. PROVIDE EXTERIOR ALUMINUM DOORS AND FRAMES.

1.2

SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL CHARACTERISTICS, DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT CONSTRUCTION. C. SAMPLES: SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIAL SPECIFIED INDICATING VISUAL CHARACTERISTICS AND FINISH. INCLUDE RANGE SAMPLES IF VARIATION OF FINISH IS ANTICIPATED.

1.4

WARRANTY A. PROJECT WARRANTY: REFER TO "CONDITIONS OF THE CONTRACT" FOR PROJECT WARRANTY PROVISIONS. B. MANUFACTURER'S PRODUCT WARRANTY: SUBMIT, FOR OWNER'S ACCEPTANCE, MANUFACTURER'S WARRANTY FOR ENTRANCE SYSTEM AS FOLLOWS: 1. WARRANTY PERIOD: TWO (2) YEARS FROM DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT PROVIDED HOWEVER THAT THE LIMITED WARRANTY SHALL BEGIN IN NO EVENT LATER THAN SIX MONTHS FROM DATE OF SHIPMENT BY KAWNEER. IN ADDITION, WELDED DOOR CORNER CONSTRUCTION SHALL BE SUPPORTED WITH A LIMITED LIFETIME WARRANTY FOR THE LIFE OF THE DOOR UNDER NORMAL USE. QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. SOURCE: PROVIDE PRODUCTS OF ONE MANUFACTURER FOR EACH TYPE OF FRAME REQUIRED FOR THE WORK OF THIS SECTION. PROVIDE SECONDARY MATERIALS AND PRODUCTS, WHICH ARE ACCEPTABLE TO THE FRAME MANUFACTURERS.

PART 2

QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

PART 2 2.1

SECTION 08120 - ALUMINUM DOORS & FRAMES CONTINUED 1.3

SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED.

B.

EXTERIOR ALUMINUM DOOR FRAMES: 1. MANUFACTURER: KAWNEER 2. PRODUCT: REFER TO DOOR SCHEDULE ON DRAWING A601. 3. STYLE: REFER TO DOOR SCHEDULE ON DRAWING A601. 4. FINISH: WHITE FRAME.

C.

EXTERIOR ALUMINUM WINDOW FRAMES: 1. MANUFACTURER: KAWNEER 2. PRODUCT: REFER TO WINDOW TYPES ON DRAWING A601. 3. STYLE: REFER TO WINDOW TYPES ON DRAWING A601. 4. FINISH: WHITE FRAME & MULLIONS.

PART 3

3.1 INSTALLATION A. FABRICATE WINDOWS TO CONFORM TO AAMA STANDARDS AND ACCEPT GLASS SPECIFIED. B. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS. C. OPERATION: PROVIDE LOCKING UNITS WITH MANUAL OPERATION; PROVIDE POLE FOR OUT OF REACH HARDWARE. D. RESTORE DAMAGED FINISHES AND TEST FOR PROPER OPERATION. CLEAN AND PROTECT WORK FROM DAMAGE. END OF SECTION

PART 3

PART 1 1.1

EXECUTION

3.1 INSTALLATION A. FABRICATE WORK TO BE RIGID, NEAT AND FREE FROM SEAMS, DEFECTS, DENTS, WARP, BUCKLE, AND EXPOSED FASTENERS. B. PREPARE DOORS AND FRAMES TO RECEIVE HARDWARE ON FINAL SCHEDULE. PROVIDE FOR 3 SILENCERS ON SINGLE DOORFRAMES; 2 ON DOUBLE DOORFRAMES. C. GENERAL: INSTALL ENTRANCE SYSTEM IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND AAMA STOREFRONT AND ENTRANCE GUIDE SPECIFICATIONS MANUAL. 1. ATTACH TO STRUCTURE TO PERMIT SUFFICIENT ADJUSTMENT TO ACCOMMODATE CONSTRUCTION TOLERANCES AND OTHER IRREGULARITIES. 2. PROVIDE ALIGNMENT ATTACHMENTS AND SHIMS TO PERMANENTLY FASTEN SYSTEM TO BUILDING STRUCTURE. 3. ALIGN ASSEMBLY PLUMB AND LEVEL, FREE OF WARP AND TWIST. MAINTAIN ASSEMBLY DIMENSIONAL TOLERANCES ALIGNING WITH ADJACENT WORK. 4. SET THRESHOLDS IN BED OF MASTIC AND SECURE. 5. ADJUSTING: ADJUST OPERATING HARDWARE FOR SMOOTH OPERATION.

2.1

1.2

SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SAMPLES: SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIAL SPECIFIED INDICATING VISUAL CHARACTERISTICS AND FINISH. C. SUBMIT FOR APPROVAL HARDWARE SCHEDULE PROPOSED FOR USE BASED ON OWNER'S REQUIREMENTS.

1.3

QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. HARDWARE FOR FIRE-RATED OPENINGS: NFPA 80, AND LOCAL REQUIREMENTS. C. MATERIALS AND APPLICATION: ANSI A156 SERIES STANDARDS.

EXECUTION

3.1 INSTALLATION A. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS. INSTALL ASSEMBLIES COMPLETE WITH ALL HARDWARE, ANCHORS, INSERTS, SUPPORTS AND ACCESSORIES. TEST AND ADJUST OPERATION. B. RESTORE DAMAGED FINISHES AND TEST FOR PROPER OPERATION. CLEAN AND PROTECT WORK FROM DAMAGE.

PART 2 2.1

END OF SECTION SECTION 08415 - ALUMINUM ENTRANCES AND STOREFRONTS REFER TO SECTION 08120 FOR ALUMINUM DOORS & STOREFRONT WINDOWS

MATERIALS A. MANUFACTURERS: REFER TO HARDWARE GROUPS ON SHEET A601. B. DOOR HARDWARE 1. QUALITY LEVEL: COMMERCIAL. 2. FINISHES: SATIN STAINLESS FINISH 3. LOCK SETS AND LATCH SETS: BORED CYLINDRICAL TYPE. 4. LOCK CYLINDERS: PROVIDE 7-PIN, FIGURE 8, INTERCHANGEABLE CORES.

GENERAL

SUMMARY A. PROVIDE ALUMINUM WINDOWS.

1.2

SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL CHARACTERISTICS, DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT CONSTRUCTION. C. SAMPLES: SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIAL SPECIFIED INDICATING VISUAL CHARACTERISTICS AND FINISH. INCLUDE RANGE SAMPLES IF VARIATION OF FINISH IS ANTICIPATED. D. WARRANTY: SUBMIT MANUFACTURER'S STANDARD WARRANTY. INCLUDE LABOR AND MATERIALS TO REPAIR OR REPLACE DEFECTIVE MATERIALS. 1. WARRANTY PERIOD: 5 YEARS. E. MAINTENANCE DATA: SUBMIT MANUFACTURER'S MAINTENANCE DATA, INCLUDING MAINTENANCE SCHEDULE.

1.3

QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. PERFORMANCE: COMPLY WITH AAMA/NWWDA 101/I.S.2 FOR GRADE OF WINDOW REQUIRED.

PART 2 2.1

B.

C.

PART 3

D.

ALUMINUM FRAMED WINDOWS (EXCLUDING STOREFRONT WINDOWS AT ENTRANCE) 1. WINDOW TYPE: KAWNEER VG 451T, THERMAL-BREAK TYPE. 2. ALUMINUM WINDOW MEMBERS: ALUMINUM EXTRUSIONS. 3. ANCHORS AND FASTENERS: ALUMINUM, NONMAGNETIC STAINLESS STEEL, OR GALVANIZED STEEL. 4. WINDOW OPERATION: FIXED WINDOWS. 5. GRADE: COMMERCIAL. 5.1. STANDARD: AAMA/NWWDA 101/I.S. 2, GRADE 40. 6. GLAZING: INSULATING GLASS WITH LOW-E COATING. 7. GLAZING COLOR: CLEAR GLASS. 8. ALUMINUM FINISH: WHITE FRAME & MULLIONS.

PART 3

ARCHITECT:

40 TREMONT STREET, SUITE 62 DUXBURY, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE: MEP CONSULTANT:

STEEL FRAMING FOR SUSPENDED AND FURRED CEILINGS: 4. FURRING CHANNELS: ASTM C 645 ASTM A 653, G60, HOT-DIP GALVANIZED COATING. 5. ATTACHMENT: STANDARD. 6. THICKNESS: MINIMUM 25 GAUGE (.0179 INCH), UNLESS OTHERWISE NOTED. 7. ACCESSORIES: HANGERS AND INSERTS.

CONSULTING ENGINEERS 195 WEST MAIN STREET AVON, CONNECTICUT 06001 PHONE: (860) 678-0230 WEBSITE:

EXECUTION

STRUCTURAL CONSULTANT:

3.1 INSTALLATION F. STEEL FRAMING: INSTALL STEEL FRAMING IN COMPLIANCE WITH ASTM C 754. INSTALL WITH TOLERANCES NECESSARY TO PRODUCE SUBSTRATE FOR GYPSUM BOARD ASSEMBLIES WITH TOLERANCES SPECIFIED. INCLUDE BLOCKING FOR ITEMS SUCH AS RAILINGS, GRAB BARS, CASEWORK, TOILET ACCESSORIES, WINDOW TREATMENT AND SIMILAR ITEMS. G. WOOD FRAMING: INSTALL WOOD FRAMING IN COMPLIANCE WITH SECTION 06100 ROUGH CARPENTRY. INSTALL WITH TOLERANCES NECESSARY TO PRODUCE SUBSTRATE FOR GYPSUM BOARD ASSEMBLIES WITH TOLERANCES SPECIFIED. INCLUDE BLOCKING FOR ITEMS SUCH AS RAILINGS, GRAB BARS, CASEWORK, TOILET ACCESSORIES, WINDOW TREATMENT AND SIMILAR ITEMS. H. TAPE AND JOINT COMPOUND: INSTALL GYPSUM BOARD FOR TAPE AND 3-COAT JOINT COMPOUND FINISH IN COMPLIANCE WITH ASTM C 840 AND GA 216, LEVEL 4 FINISH. INSTALL GYPSUM BOARD ASSEMBLIES TRUE, PLUMB, LEVEL AND IN PROPER RELATION TO ADJACENT SURFACES. I. VENEER PLASTER: INSTALL GYPSUM BOARD FOR VENEER PLASTER FINISH IN COMPLIANCE WITH ASTM C 844. INSTALL GYPSUM BOARD ASSEMBLIES TRUE, PLUMB, LEVEL AND IN PROPER RELATION TO ADJACENT SURFACES. J. PROVIDE CONTINUOUS VAPOR RETARDER AT EXTERIOR WALLS. K. PROVIDE FIRE-RATED SYSTEMS WHERE INDICATED AND WHERE REQUIRED BY AUTHORITIES HAVING JURISDICTION. L. INSTALL BOARDS VERTICALLY. DO NOT ALLOW BUTT-TO-BUTT JOINTS AND JOINTS THAT DO NOT FALL OVER FRAMING MEMBERS. M. PROVIDE SOUND ATTENUATION BATS AT FULL HEIGHT AND THICKNESS IN PARTITIONS AT TOILET ROOMS. N. PROVIDE ACOUSTICAL SEALANT AT BOTH FACES AT TOP AND BOTTOM RUNNER TRACKS, WALL PERIMETERS, OPENINGS, EXPANSION AND CONTROL JOINTS. O. INSTALL TRIM IN STRICT COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. P. REPAIR SURFACE DEFECTS. LEAVE READY FOR FINISH PAINTING OR WALL TREATMENT.

SZEWCZAK ASSOCIATES CONSULTING ENGINEERINGS AVON, CONNECTICUT 06001 PHONE: (860) 677-4570

END OF SECTION

KEYING: OWNER'S REQUIREMENTS. 5.1.ALL INSTAKEY USES SHALL RECEIVE BLOCK CYLINDER HOUSING WITH SMALL FORMAT INTERCHANGEABLE CORES. 6. HINGES AND BUTTS: FULL-MORTISE TYPE AT INTERIOR, WITH NONREMOVABLE PINS AT EXTERIOR DOORS. 7. CLOSERS, DOOR CONTROL, AND EXIT DEVICES: MEDIUM FREQUENCY. 8. PIVOTS: OFFSET OR CENTER-HUNG TYPE. 9. PUSH/PULL UNITS: THROUGH-BOLTED TYPE. 10. HARDWARE FINISHES: SATIN STAINLESS FINISH ON EXPOSED SURFACES. AUXILIARY MATERIALS: 1. DOOR TRIM UNITS: KICKPLATES, EDGE AND RELATED TRIM. 2. STOPS AND OVERHEAD DOOR HOLDERS. 3. INTERIOR BIFOLD DOOR HARDWARE. 4. WEATHERSTRIPPING AND THRESHOLDS. 5. ELECTROMAGNETIC HOLD-OPEN DEVICES. 6. CARD-OPERATED OPENING DEVICES. EXECUTION

3.1 INSTALLATION A. FOLLOW GUIDELINES OF DHI 'RECOMMENDED LOCATIONS FOR BUILDER'S HARDWARE AND HARDWARE MANUFACTURERS' INSTRUCTIONS. B. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS. C. ADJUST OPERATION, CLEAN AND PROTECT. 3.2

PRODUCTS

MATERIALS A. MANUFACTURERS: KAWNEER COMPANY, INC. 555 GUTHRIDGE COUR TECHNOLOGY PARK/ATLANTA, NORCROSS, GA 30092 TELEPHONE: 770 449 5555 FAX: 770 734 1560

PRODUCTS

5.

SECTION 08520 - ALUMINUM WINDOWS

1.1

PRODUCTS

360 BLOOMFIELD AVE SUITE 208 WINDSOR, CONNECTICUT 06095 PHONE: (860) 688-3667 WEBSITE:www.thecolvestgroup.com

MATERIALS A. MANUFACTURERS: 1. GEORGIA PACIFIC. B. GYPSUM BOARD ASSEMBLY APPLICATIONS: 1. APPLICATION: INTERIOR WALLS, PARTITIONS, AND CEILINGS WITH TAPE AND JOINT COMPOUND FINISH. 2. APPLICATION: ABUSE-RESISTANT BOARD AT CORRIDORS. 3. APPLICATION: INSULATION AND VAPOR BARRIER SYSTEMS IN GYPSUM BOARD ASSEMBLIES. 4. APPLICATION: INSTALLATION OF ACCESS PANELS IN GYPSUM BOARD ASSEMBLIES. 5. APPLICATION: EXTERIOR GYPSUM SHEATHING. C. GYPSUM BOARD: 1. EXTERIOR GYPSUM BOARD: BOARD AT EXTERIOR WALL. 1.1. TYPE: DENSGLASS SHEATHING 1.1.1. TYPICAL THICKNESS: 1/2"

GENERAL

SUMMARY A. PROVIDE DOOR HARDWARE AS NOTED IN THE HARDWARE GROUPS ON SHEET A801.

PRODUCTS

MATERIALS A. MANUFACTURERS: KAWNEER COMPANY, INC. 555 GUTHRIDGE COUR TECHNOLOGY PARK/ATLANTA, NORCROSS, GA 30092 TELEPHONE: 770 449 5555 FAX: 770 734 1560 www.kawneer.com

EXECUTION

PRODUCTS

MATERIALS A. MANUFACTURERS: JL INDUSTRIES. B. ACCESS DOORS: 1. FRAMES: 16-GAUGE (.0598 INCH) SHEET STEEL WITH FLANGE. 2. DOORS: 14-GAUGE (.0625 INCH) SHEET STEEL. 3. DOOR TYPE: FLUSH PANEL. 4. LOCKING DEVICES: CYLINDER LOCKS. 5. FIRE RATING: 1 HOUR RATING PER NFPA 80.

PART 1 2.1

PART 3

PART 2

SECTION 08710 - DOOR HARDWARE 1.3

SECTION 08120 - ALUMINUM DOORS & FRAMES PART 1

GENERAL

SECTION 08520 - ALUMINUM WINDOWS

SECTION 09260 - GYPSUM BOARD ASSEMBLIES CONT.

325A KING STREET NORTHAMPTON, MA

EXECUTION

DIVISION 08 - DOORS & WINDOWS

NORTHAMPTON CROSSING

PART 3

SECTION 08120 - ALUMINUM DOORS & FRAMES CONT..

GREENFIELD SAVINGS BANK

SECTION 07900 - JOINT SEALERS CONT.

D C B A

03.16.12 01.16.12 12.22.11 12.16.11

BID & PERMIT SET 100% CLIENT REVIEW SET 60% CLIENT REVIEW SET 40% CLIENT REVIEW SET

DRAWING ISSUE:

BID & PERMIT SET

ISSUE DATE: 03.16.12

SCHEDULE A. HARDWARE SCHEDULE: REFER TO DOOR SCHEDULE, SHEET A601 FOR HARDWARE GROUPS.

SEAL:

END OF SECTION

DIVISION 09 - FINISHES SECTION 09260 - GYPSUM BOARD ASSEMBLIES PART 1

GENERAL

1.1

SUMMARY A. PROVIDE GYPSUM BOARD ASSEMBLIES.

1.2

SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED.

1.3

DRAWN BY: CHECKED BY:

QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. TOLERANCES: NOT MORE THAN 1/16-INCH DIFFERENCE IN TRUE PLANE AT JOINTS BETWEEN ADJACENT BOARDS BEFORE FINISHING. AFTER FINISHING, JOINTS SHALL BE NOT BE VISIBLE. NOT MORE THAN 1/8 INCH IN 10 FEET DEVIATION FROM TRUE PLANE, PLUMB, LEVEL AND PROPER RELATION TO ADJACENT SURFACES IN FINISHED WORK. C. FIRE RESISTANCE FOR FIRE-RATED ASSEMBLIES: ASTM E 119. D. PERFORMANCE: FIRE, STRUCTURAL, AND SEISMIC PERFORMANCE MEETING REQUIREMENTS OF BUILDING CODE AND LOCAL AUTHORITIES.

Copyright (c) by Phase Zero Design Corp. All Rights Reserved. SHEET TITLE:

SHEET NUMBER:

SPECIFICATIONS

1

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