A3 Professional Portfolio Geenfield Savings Bank

SHEET TITLE:

SHEET NUMBER:

DRAWN BY:

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ABBREVIATIONS GENERAL NOTES

GREENFIELD SAVINGS BANKLANDLORD WORK

325A KING STREETNORTHAMPTON, MA

PROJECT DIRECTORY

INDEX OF DRAWINGS

MEP CONSULTANT:

SEAL:

STRUCTURAL CONSULTANT:

ARCHITECT:

DRAWINGISSUE:

ISSUE DATE:

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

CLIENT:

BID &PERMIT SET

03.16.12

A 12.16.11 40% CLIENT REVIEW SETB 12.22.11 60% CLIENT REVIEW SETC 01.16.12 100% CLIENT REVIEW SETD 03.16.12 BID & PERMIT SET

40 TREMONT STREET, SUITE 62DUXBURY, MASSACHUSETTS 02332

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WEBSITE:

360 BLOOMFIELD AVESUITE 208

WINDSOR, CONNECTICUT 06095PHONE: (860) 688-3667

WEBSITE:www.thecolvestgroup.com

CONSULTING ENGINEERS195 WEST MAIN STREET

AVON, CONNECTICUT 06001PHONE: (860) 678-0230

WEBSITE:

SZEWCZAK ASSOCIATESCONSULTING ENGINEERINGS


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SHEET TITLE:

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2EGRESS PLAN1/8"=1'-0" 1PROJECT DATAN.T.S.

3CODE ANALYSISN.T.S.4TYPICAL SYMBOLSN.T.S.

DETAIL MARKS

KEYNOTE

HEIGHT DATUM

ROOM NAME101A

A0000

A0000

A0000

102

02

N

S

W EA-000

0

1A0000

A0000

SEE AA / X-AXX

MATCH LINE

1 1 1

1

11

1 1 23

4

55

5

SHEET TITLE:

SHEET NUMBER:

DRAWN BY:

CHECKED BY:

1ARCHITECTURAL SITE PLAN1/16"=1'-0"

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1

2

3

4

5

N

2ENLARGED SITE PLAN AT DRIVE-THRU1/8"=1'-0"

AS1012

100

A201A

A201B

A5015

A201C

A201D

101

102

104105

106

116

107108

109

110

111113

112115117118

119

121 120123

125

01

01

01

01

01

010101010102

03

01

02

05

10

05

04 04

6

1

3

3

5 8

4

A5014

A5012

A5011

A5013

WAITINGAREA

101

TELLERLINE

121

EMPLOYEELOUNGE

104

CSROFFICE

117

VESTIBULE100

VAULT119

HALLWAY118

CSROFFICE

120

HEAD TELLEROFFICE

122

MECH./ELEC. ROOM

105

OFFICE102

SUPPLYSTOR.

114

WOMEN'SROOM

107

MEN'SROOM

112

CONFERENCEROOM

108

SERVERS/IT EQUIP.

110

HALLWAY103

OFFICE113

OFFICE115

OFFICE116

GALLEYKITCHEN

106

JANITOR'SCLOSET

111

STORAGEROOM

109

2

2

2

2

2

61

122

9

A307K

A3011

A3011

A3012

A3012

A3024

A3024

A3023

A3023

A303A

A303B

A304C

A303A

A304D

A305E

A305F

A306G

A306H

A304C

A307J

7

A5017

A5016

A5018

1

A5019

124

126

04103

0606

05

07

11

10

12

08

09

13

A50112

14

14 14

141414

14

14

14

SHEET TITLE:

SHEET NUMBER:

DRAWN BY:

CHECKED BY:

1FLOOR PLAN1/8"=1'-0"

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1

2

3

4

5

6

7

8

9

10

11

12

13

14

N

01

100

WAITINGAREA

101

TELLERLINE

121

EMPLOYEELOUNGE

104

CSROFFICE

117

VESTIBULE100

VAULT119

HALLWAY118

CSROFFICE

120

HEAD TELLEROFFICE

122

MECH./ELEC. ROOM

105

OFFICE102

SUPPLYSTOR.

114

WOMEN'SROOM

107

MEN'SROOM

112

CONFERENCEROOM

108

SERVERS/IT EQUIP.

110

HALLWAY103

OFFICE113

OFFICE115

GALLEYKITCHEN

106

JANITOR'SCLOSET

111

STORAGEROOM

109

OFFICE116

B

B

B

C

C

A B A

A

AA

A

A

A

B

A

B

B

A201A

A201B

A201C

A201D

A307K

A3011

A3011

A3012

A3012

A3024

A3024

A3023

A3023

A303A

A303B

A304C

A303A

A304D

A305E

A305F

A306G

A306H

A304C

A307J

1

2

B

B B

3 A

ABC

4 1/2"4 1/2"9"

SHEET TITLE:

SHEET NUMBER:

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1INTERIOR PARTITION FLOOR PLAN1/8"=1'-0"

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2PARTITION TYPES1/8"=1'-0"

01

100

1

2

3

N

WAITINGAREA

101

TELLERLINE

121

EMPLOYEELOUNGE

104

CSROFFICE

117

VESTIBULE100

VAULT119

HALLWAY118

CSROFFICE

120

HEAD TELLEROFFICE

122 MECH./ELEC. ROOM

105OFFICE

102

SUPPLYSTOR.

114

WOMEN'SROOM

107

MEN'SROOM

112

CONFERENCEROOM

108

SERVERS/IT EQUIP.

110

HALLWAY103

OFFICE113

OFFICE115

GALLEYKITCHEN

106

JANITOR'SCLOSET

111

STORAGEROOM

109

OFFICE116

A201C

A201D

A307K

A3011

A3011

A3012

A3012

A3024

A3024

A3023

A3023

A303A

A303B

A304C

A303A

A304D

A305E

A305F

A306H

A304C

A307J

A201B

A305G

BAT

MP

M

SHEET TITLE:

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N

22

2

2 2

2

3

3

4

1 1

1 1

1

2

5

A201A

A201B

A201C

A201D

A307K

A3011

A3011

A3012

A3012

A3024

A3024

A3023

A3023

A303A

A303B

A304C

A303A

A304D

A305E

A305F

A306G

A306H

A304C

A307J

6

7

7

6

6

6

6

6

6

SHEET TITLE:

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1

2

3

4

5

6

7

N

COL. COL. COL. COL. COL. COL.

A306G

A

E

B

H

D

J

U

T

H

D

K

C

F

H

X

J

K

F

K

Y

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M

P

R

T

T

N

P

Y

AA

V BBBB

BB

BB CC

DD DD

DD

COL. COL. COL. COL. COL.

A306G

A

E

F

H

D

E

X

J

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F

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Y

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NN

AA

VBB

BB BB

BB

BBCCF

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DDDDDD DD

COL. COL. COL. COL. COL.

A

E

B

D

Q

F

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X

J

C

W

J

K

K

K

G

H

A306H

BB

A50110

DD DD DD

B

COL.

A

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B

W

F

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K

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H

N JF

BB

A50110

DD

DD

F

B

SHEET TITLE:

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

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

CNORTH ELEVATION1/8"=1'-0"DSOUTH ELEVATION1/8"=1'-0"

A

B

C

D

E

F

G

H

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N

P

Q

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U

V

W

X

Y

Z

AA

BB

CC

DD

COLCOL

CONFERENCEROOM

108

SERVERS/IT EQUIP.

110HALLWAY

103

COLCOL

HALLWAY103

MECH./ELEC. ROOM

105OFFICE

102OFFICE

116VESTIBULE

100

SHEET TITLE:

SHEET NUMBER:

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CHECKED BY:

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

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2BUILDING SECTION1/4"=1'-0"

A303

B

A303

A

A303

A

A303

A

A501

14

A501

14

COL COL

WAITINGAREA

101

TELLERLINE

121

CSROFFICE

117

COL COLCOL COLCOL

WAITINGAREA

101

EMPLOYEELOUNGE

104OFFICE

102

SUPPLYSTOR.

114

MEN'SROOM

112

CONFERENCEROOM

108

JANITOR'SCLOSET

111

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A304

CA304

C

A307

K A305E

A306

H

A501

10

A602

6

MECH./ELEC. ROOM

105VESTIBULE

100

SHEET TITLE:

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ATYPICAL WALL SECTION3/4"=1'-0"

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BWALL SECTION AT ENTRANCE OVERHANG3/4"=1'-0"

A50210

A5021

A5026

A5027

COL

COL

WAITINGAREA

101

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CWALL SECTION AT RADIUS CURTAIN WALL1/2"=1'-0"DWALL SECTION AT DRIVE THRU WALL1/2" = 1'-0"

A5021

A5023

A5028

A50213

A5022

COLCOL

COL.COL.

SHEET TITLE:

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EWALL SECTION AT DRIVE-THRU WINDOW1/2"=1'-0"FWALL SECTION3/4" = 1'-0"

A5021 A502

5

A5029

A50214

A5024

SEND CALL

SEND CALL

COL.

SEND CALL

SEND CALL

COL.

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GSECTION AT DRIVE THRU CANOPY1/2"=1'-0"HWALL SECTION AT DRIVE-THRU ATM3/4" = 1'-0"

A50213

A50212

A50211

A50215

SHEET TITLE:

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JWALL SECTION AT CONCRETE VAULT3/4" = 1'-0"KWALL SECTION AT AWNING3/4" = 1'-0"

A50216

A50217

A5021

A50217

A50218

7 1

/2"

2'-2" 2'-2"

1 1

/2"

1 1

/4"

7 1

/2"

1"

2"

2'-2" 2'-2"

5"

6"

9"

7 1

/2"

1 1

/4"

1 1

/2"

6 3

/4"

CLE

AR

7 1

/2"

1 1

/2"

1 1

/4"

4'-4"

3'-5"

2'-2" 2'-2"

4'-4"

4 1/2"1" 1"

6"

6"

5 1

/2"

3"

9"

4'-4"

3 1

/4"

CLE

AR

1"

3"

2'-2" 2'-2"

4'-4"

7 1

/2"

1 1

/4"

1 1

/2"

6 3

/4"

CLE

AR

6"

10"

8"

8"

3"1'-0"6" 5 1/2"

4 1

/2"

11

1/2

"

10 3/4"

6" 4 3/4"

5"

6 1

/2"

11"

1'-3" 11" 11" 1'-3"

4 1

/2"

6"

3"

6"

4 1

/2"

1'-3" 11"

6"

4 1

/2"

2'-0"

4'-0

"6"

3'-7

"6"

4'-1

"4'-6

" 4'-0

"6

"3'-7

"6

"

4'-1

"4

'-6"

4"

1'-8"

8" 8"

2'-6

"4'-0

"2'-0

3/8

"7 1

/2"

SHEET TITLE:

SHEET NUMBER:

DRAWN BY:

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1DETAIL@ ARCHED STOREFRONT WINDOW (VESTIBULE)1"=1'-0"2DETAIL@ ARCHED STOREFRONT WINDOW (VESTIBULE)1"=1'-0"3DETAIL @ DRIVE-THRU WINDOW JAMB1"=1'-0"

7DETAIL @ AFTER HOURS DEPOSITORY1"=1'-0"

11DETAIL @ CONC. FILLED STEEL PIPE BOLLARD - 4"1/2"=1'-0"12PLAN DETAIL AT VESTIBULE CORNER1"=1'-0"

5DETAIL@ ARCHED STOREFRONT WINDOW (CSR OFFICE)1"=1'-0"

14DETAIL @ RIDGE VENT1"=1'-0"

10SECTION AT CUPLOA1/2"=1'-0"

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6DETAIL @ DRIVE-THRU WINDOW (JAMB)1"=1'-0" 4DETAIL@ ARCHED STOREFRONT WINDOW (CSR OFFICE)1"=1'-0"

9DETAIL @ ENTRANCE DOOR JAMB1"=1'-0" 8TYPICAL DETAIL AT BUILDING CORNER1"=1'-0"

13DETAIL @ CONC. FILLED STEEL PIPE BOLLARD - 8"1/2"=1'-0"

SLOPE

SHEET TITLE:

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DRAWN BY:

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1DETAIL AT STONE VENEER BASE1"=1'-0"2DETAIL AT OVERHANGING RAKE1"=1'-0"3DETAIL AT CURTAIN WALL SILL1"=1'-0"5SECTION @ DRIVE THRU WINDOW1"=1'-0"

7DETAIL AT SOFFITED EAVE1"=1'-0"8DETAIL AT CURTAIN WALL HEADER1"=1'-0"9SOFFIT DETAIL AT DRIVE THRU CANOPY1"=1'-0"

10DETAIL AT SOFFITED EAVE OVERHANG1"=1'-0"11DETAIL AT DRIVE THRU CANOPY EAVE1"=1'-0"

15SOFFITED BEAM DETAIL AT CANOPY1"=1'-0"16DETAIL AT AWNING3/4" = 1'-0"17DETAIL AT OVERHANGING RAKE1"=1'-0"

13DETAIL AT OVERHANGING RAKE1"=1'-0"

4DETAIL @ SOFFITED EAVE1"=1'-0"

12RAKE DETAIL AT CANOPY DRIVE THRU1"=1'-0"

18DETAIL AT CONCRETE BANK VAULT1"=1'-0"

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6DETAIL AT WINDOW HEADER1"=1'-0"

14DETAIL AT OVERHANGING RAKE & ROOF STEP1"=1'-0"

DOOR 'A'KAWNEER 350 MEDIUM

STILE ENTRANCE

EQ.EQ.EQ.

3'-0"

7'-0

"

DOOR 'B'HOLLOW METAL

EXTERIOR

3'-0"

7'-0

"

DOOR 'D'WOOD

223-80 ALUMINUM ROD/TEMPERED GLASS DAYGATEUSED WITH CENTURY VAULT DOORSFILE NO. 186-168 REV. 3

CENTURY VAULT DOORMODEL #165-82 / #165-84

CLASS 1 WITH RAISED SILLFILE NO. 186-219 REV. 0

CENTURY VAULT DOORMODEL #165-82 / #165-84CLASS 1 WITH RAISED SILLFILE NO. 186-219 REV. 0

3'-0"

DOOR 'G'VAULT DOOR

FRONT

DOOR 'G'VAULT DOOR

REAR

DOOR 'H'VAULT DOOR

GATE

DOOR 'F'SOLID WOOD GATE

3'-0"

6"

6"

4'-0

"

DOOR 'E'SOLID CORE MODLED

WITH 6 PANELS

3'-0"

7'-0

"

7'-0

"

DOOR 'C'WOOD WITH 4 PANELS

1 VISION WINDOW

3'-0"

7'-0

"

TYPE 'A'HOLLOW METAL

EXTERIOR

TYPE 'B'WOOD

INTERIOR

3'-0"

7'-0

"

3'-0"

7'-0

"

2"2"

2"

3/4

"

3/4" 3/4"

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

1/2" GYPSUM WALLBOARD

BOX BEAM CONSTRUCTED OF3 5/8" METAL STUDS ANDCHANNELS

2x WOOD BLOCKING

3/4" x 3 1/2" CASING

1/4" SHIM PIECE

3/4" WOOD DOOR FRAME

WOOD DOOR, REFER TODOOR SCHEDULE FOR SIZINGAND TYPE

2x WOOD BLOCKING

3/4" x 3 1/2" CASING

1/4" SHIM PIECE

3/4" WOOD DOOR FRAME

WOOD DOOR, REFER TODOOR SCHEDULE FOR SIZINGAND TYPE

2X4" WOOD STUD @16" O.C.

1/2" GYPSUM WALLBOARD

HOLLOW METAL STEEL FRAMEBEYOND

ALUMINUM THRESHOLD SETON NON-SHRINK GROUT ONSHIM PIECE

FINISH FLOOR, REFER TOA901 FOR FINISHES

FINISH FLOOR, REFER TOA901 FOR FINISHES

WOOD DOOR FRAME BEYOND

SOLID WOOD THRESHOLD

KAWNEER TRIFAB 400 FRAMING SYSTEM

SEALANT ALL ON SIDES1/4" TEMPERED GLASS

KAWNEER 350 MEDIUM STILEALUMINUM DOOR, REFER TODOOR SCHEDULE FOR SIZE

KAWNEER DOOR STOP

1/4" TEMPERED GLASS


SEALANT ALL ON SIDES

1/4" TEMPERED GLASS

KAWNEER 350 MEDIUM STILEALUMINUM DOOR, REFER TO DOORSCHEDULE FOR SIZE

1/4" TEMPERED GLASS


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

1/4" TEMPERED GLASS

SHEET TITLE:

SHEET NUMBER:

DRAWN BY:

CHECKED BY:

1DOOR TYPES1/4"=1'-0"

MEP CONSULTANT:

SEAL:


ARCHITECT:

DRAWINGISSUE:

ISSUE DATE:


CLIENT:

BID &PERMIT SET

03.16.12



PHONE:(781) 452-7121FAX:(860) 264-1628

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A -- A

B A B

B A -- B

A -- -- -- F

D B -- D

D B -- E

E B -- E

C B -- E

E B -- C

E B -- E

E B -- E

C B -- E

E B -- E

E B -- E

E B -- C

D B -- D

E B -- E

D B -- D

D B -- D

D B -- D

F -- -- -- -- -- -- --

G & H -- -- -- -- -- -- --

H -- -- -- -- -- -- --

D B -- D

D B -- D

D B -- D

D B -- D

HARDWARE SCHEDULE

HARDWARE SET: A HARDWARE SET: B HARDWARE SET: C HARDWARE SET:D

HARDWARE SET : E HARDWARE SET : F HARDWARE SET : G HARDWARE SET : H

11HEAD DETAIL1-1/2" = 1'-0"

6HARDWARE SCHEDULEN.T.S.

13HEAD DETAIL1-1/2" = 1'-0"

2FRAME TYPES1/4"=1'-0"

10DOOR SCHEDULE1/8"=1'-0"

12HEAD DETAIL1-1/2" = 1'-0"

7JAMB DETAIL1-1/2" = 1'-0"9NOT USED1-1/2" = 1'-0" 8JAMB DETAIL1-1/2" = 1'-0"

3SILL DETAIL1-1/2" = 1'-0"5SILL DETAIL1-1/2" = 1'-0" 4SILL DETAIL1-1/2" = 1'-0"

WOOD FRAME WINDOW MARVIN CASEMENT PICTUREKAWNEER 1600 WALL SYSTEM 1 (FRONT PLANE)WOOD FRAME WINDOWKAWNEER TRIFAB VERSAGLAZE 451T (FRONT PLANE)

3'-0

3/8

"

R.O

.

3'-4

"

A.F

.F.

2 1/8"

8'-4 1/2"

R.O. 2 1

/8"

2 1/8"

3'-0

3/8

"

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

8'-2 3/8"

KAWNEER TRIFAB VERSAGLAZE 451T (FRONT PLANE)WOOD FRAME WINDOW

WOOD FRAME WINDOW WOOD FRAME WINDOW12" TEMPERED GLASS

SHEET TITLE:

SHEET NUMBER:

DRAWN BY:

CHECKED BY:

1WINDOW TYPES1/8"=1'-0"

MEP CONSULTANT:

SEAL:


ARCHITECT:

DRAWINGISSUE:

ISSUE DATE:


CLIENT:

BID &PERMIT SET

03.16.12



PHONE:(781) 452-7121FAX:(860) 264-1628

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11

2

1

3

3

2

1

1

1

1

8NOT USED1 1/2"=1'-0"9NOT USED1 1/2"=1'-0"10WINDOW SCHEDULENTS

2WINDOW SILL DETAIL1 1/2"=1'-0"

7NOT USED1/2"=1'-0"

3WINDOW SILL DETAIL1 1/2"=1'-0"

6WINDOW HEAD/SILL DETAIL1 1/2"=1'-0" 5WINDOW HEAD DETAIL1/2"=1'-0" 4WINDOW JAMB DETAIL1 1/2"=1'-0"

WAITINGAREA

101

TELLERLINE

121

EMPLOYEELOUNGE

104

CSROFFICE

117

VESTIBULE100

VAULT119

HALLWAY118

CSROFFICE

120

HEAD TELLEROFFICE

122

MECH./ELEC. ROOM

105OFFICE

102

SUPPLYSTOR.

114

WOMEN'SROOM

107

MEN'SROOM

112

CONFERENCEROOM

108

SERVERS/IT EQUIP.

110

HALLWAY103

OFFICE113

OFFICE115

OFFICE116

GALLEYKITCHEN

106

JANITOR'SCLOSET

111

STORAGEROOM

109

AI201A

A201C

A201D

AI201B

C-1

C-1

C-1

C-1 C-1 C-1

C-1C-1

C-1 C-1

VY-1 VY-1

VY-1

VY-1VY-1

VY-1

C-1

C-1

TS-1

TS-1

TS-1

TS-1

C-1

SHEET TITLE:

SHEET NUMBER:

DRAWN BY:

CHECKED BY:

1FLOOR FINISH PLAN1/8"=1'-0"

MEP CONSULTANT:

SEAL:


ARCHITECT:

DRAWINGISSUE:

ISSUE DATE:


CLIENT:

BID &PERMIT SET

03.16.12



PHONE:(781) 452-7121FAX:(860) 264-1628

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FINISH SCHEDULE

ROOM NAME CEILING WALLS FLOORS

N

61 3 2 2 5 2 4345

11

5 5 563 3222 3 44 44

11

5 54 4 43 32

11

5 5 7 53 48 9 10

11

NOTE:CONTROLS AND SPOUT SHALL BELOCATED WITHIN 5" OF FRONT OFFOUNTAIN FOR FORWARD APPROACH- 4" SPOUT FLOW MIN.

DRINKING FOUNTAINNOTE:MAXIMUM MOUNTING SHALL BE REDUCED TO3'-8" WHERE AN OBSTRUCTION (SHELF, TABLE)OCCURS IN FRONT OF CONTROL OR OPERATINGPARTS. MIN. MTG. HT.: 1'-3" A.F.F.

ACCESSORIES

MAX. MOUNTING HEIGHTFOR OPERATING PARTS OFMISCELLANEOUSACCESSORIES, INCLUDING:ELECTRICAL SWITCHES ANDCONTROLS, FIRE ALARMSAND COIN SLOT OF PAYTELEPHONES.

FINISH FLOOR LINE

LAVATORY AND MIRROR

INSUL ALLEXPOSEDPIPING UNDERLAV

FACE OF WALL,PARTITION, ORFIXTURE

FACE OF WALL

T.P.

NOTE:TOP OF SEAT: 1'-5" TO 1'-7", FLUSH LEVER SHALL BELOCATED 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.

WATER CLOSET AND HANDRAIL

?

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

HAND DRYER

AI201F

G

E

HF

AI201E

C

A

DB

MEN'SROOM

112

WOMEN'SROOM

112

CONFERENCEROOM

108

GALLEYKITCHEN

106

JANITOR'SCLOSET

111

STORAGEROOM

109

SHEET TITLE:

SHEET NUMBER:

DRAWN BY:

CHECKED BY:

AINTERIOR ELEVATION1/8"=1'-0"

MEP CONSULTANT:

SEAL:


ARCHITECT:

DRAWINGISSUE:

ISSUE DATE:


CLIENT:

BID &PERMIT SET

03.16.12



PHONE:(781) 452-7121FAX:(860) 264-1628

WEBSITE:






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CINTERIOR ELEVATION1/8"=1'-0"DINTERIOR ELEVATION1/8"=1'-0"

BINTERIOR ELEVATION1/8"=1'-0"

GTYPICAL RESTROOM MOUNTING HEIGHTS1/4"=1'-0"

EINTERIOR ELEVATIONS AT MEN'S ROOM1/4"=1'-0"FINTERIOR ELEVATIONS AT WOMEN'S ROOM1/4"=1'-0"

HENLARGED PLAN AT MEN'S & WOMEN'S RESTROOM1/4" = 1'-0"

1

2

3

4

5

6

7

8

9

10

11

DIVISION 01-GENERAL REQUIREMENTSSECTION 01010- GENERAL

1. ALL WORK SHALL CONFORM TO FEDERAL, STATE AND MUNICIPAL CODES AND ORDINANCES. THESESHALL SUPERSEDE DRAWINGS, NOTES AND DIMENSIONS IN ALL CASES. THE ARCHITECT SHALL BENOTIFIED OF SUCH CHANGES BEFORE WORK IS STARTED. OBTAIN PERMITS BEFORE STARTING WORK,AND OBTAIN APPROVALS OF ALL REGULATORY AGENCIES UPON COMPLETION, AND AS REQUIRED

2. THE CONTRACT DOCUMENTS CONSIST OF THE DRAWINGS & SPECIFICATIONS AND ALL ADDENDA ISSUEDPRIOR 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 CONTRACTDEFINED BY THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALLACCESSORIES, COMPONENTS AND ASSEMBLIES REQUIRED FOR THE WORK SHOWN.

4. CONTRACTOR SHALL SUBMIT A DETAILED PROJECT SCHEDULE. CONTRACTOR IS SOLELY RESPONSIBLEFOR CONSTRUCTION SEQUENCING, METHODS AND TECHNIQUES. PHASING OF THE WORK SHALL BEREVIEWED WITH THE OWNER AND THE ARCHITECT AND SHALL INCLUDE MINIMIZING EXPOSURE OF THESTRUCTURE.

5. ANY DAMAGE TO COMPLETED WORK , IF CAUSED BY THE CONTRACTOR'S OPERATIONS UNDER THISCONTRACT, 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 PROTECTIONAS NECESSARY AND AS REQUIRED BY THE CODES, ORDINANCES AND REGULATIONS OF GOVERNMENTALAGENCIES HAVING JURISDICTION AT THE PROJECT PLACE.

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

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

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

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.

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

13. ALL WORK SHALL BE COMPLETED AS SHOWN ON THE DRAWINGS AND EXECUTED IN GOODPROFESSIONAL MANNER.

14. EXTRAS: CHARGES FOR EXTRA WORK DONE BY THE CONTRACTOR WILL NOT BE HONORED UNLESS THEWORK 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 OBTAINREQUIRED INSPECTION OF THAT PORTION OF WORK.

16. ANY AND ALL CONTRACTORS WORKING ON THE SITE SHALL CARRY WORKMEN'S COMPENSATIONINSURANCE.

17. ALL FIRE-RATED ASSEMBLIES SHALL BE INSTALLED, LABELED, AND INSPECTED IN ACCORDANCE WITH THEAPPLICABLE BUILDING CODE.

18. GENERAL CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS DICTATED BY STATE AND LOCALBUILDING AND SAFETY CODES.

19. ALL EXTERIOR DIMENSIONS ARE TO THE FACE OF DRYWALL OR MASONRY AND ALL INTERIOR DIMENSIONARE TO CENTER OF STUD UNLESS OTHERWISE NOTED.

20. SITE MEETINGS: CONTRACTOR TO CONDUCT SITE MEETINGS AND WRITE MEETING MINUTES ATFREQUENCY 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 ANDIN THESE NOTES, COMPLY WITH GENERALLY ACCEPTED INDUSTRY STANDARDS AND INSTALL PRODUCTSIN 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."

END OF SECTION

SECTION 01300 - SUBMITTALS

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 THECONTRACT WITHIN 5 CALENDAR DAYS AFTER AWARD OF CONTRACT.

A. CONTENT: SHOW THE COMPLETE SEQUENCE OF CONSTRUCTION BY ACTIVITY. INDICATE BYVERTICAL LINES AND NOTATIONS THE ESTIMATED BEGINNING AND COMPLETION OF EACH MAJORELEMENT 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 CONCERNEDPARTIES.

C. WITH EACH APPLICATION FOR PAYMENT SUBMIT AN UPDATED PROGRESS SCHEDULE, INDICATINGCURRENT STATE OF COMPLETION OF THE WORK AND BEARING THE CURRENT DATE.

4. CONTRACTOR TO SCHEDULE SUBMITTALS SO THAT ARCHITECT MAY REVIEW THEM IN A SEQUENCEWHICH REFLECTS THE LOGICAL SEQUENCE OF THE WORK AND THE RELATIVE PRIORITY OF THECONSTRUCTION COMPONENTS. WHEN APPROPRIATE, SCHEDULE AND COORDINATE SUBMITTALS FORRELATED WORK SO THAT ITEMS WHICH MUST BE COORDINATED, SUCH AS COLORS OF FINISHES, MAY BEREVIEWED TOGETHER.

5. CONTRACTOR TO REVIEW EACH SUBMITTAL FROM SUB-CONTRACTORS AND SUPPLIERS AND VERIFYACCURACY 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 REVIEWEDBY 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 PLAINLYREADABLE. REQUIRE SUPPLIERS AND VENDORS TO USE SUPER-FINE RESOLUTION ON FACSIMILETRANSMISSIONS.

SECTION 01300 - SUBMITTALS CONT.

7. 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 SHOPDRAWINGS.

B. DRAW CLEARLY AND PRESENT COMPLETE INFORMATION. INCLUDE PLANS AND ELEVATIONS ANDLARGE SCALE DETAILS, AS APPROPRIATE TO THE WORK SHOWN. NOTE FIELD DIMENSIONS ANDADJACENT CONSTRUCTION. INCLUDE SCHEDULES, PATTERNS, CALCULATIONS AND INSTRUCTIONSREGARDING 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.

8. 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 TOTHE WORK AND SUPPLEMENT STANDARD INFORMATION TO PROVIDE INFORMATION WHICH ISSPECIFICALLY APPLICABLE TO THE WORK.

B. SHOW PERFORMANCE CHARACTERISTICS AND CAPACITIES. SHOW DIMENSIONS ANDCLEARANCES REQUIRED. SHOW WIRING OR PIPING DIAGRAMS AND CONTROLS. SHOWDIMENSIONS AND CLEARANCES REQUIRED FOR PROPER OPERATION AND MAINTENANCE.

C. SUBMIT THE NUMBER OF COPIES WHICH THE CONTRACTOR REQUIRES TO BE RETURNED (FOR JOBFILE, CONTRACTOR'S OWN RECORDS, DISTRIBUTION TO SUBCONTRACTORS, ETC.) PLUS 3ADDITIONAL COPIES RETAINED BY THE ARCHITECT.

9. 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 SAMPLESSHOWING THE MAXIMUM RANGE OF VARIATION.

B. SUBMIT SAMPLES OF INTERIOR FINISHES SIMULTANEOUSLY TO PERMIT COORDINATED SELECTIONOF COLORS AND FINISHES.

C. TAG OR PERMANENTLY MARK EACH SAMPLE TO IDENTIFY THE ITEM INDICATE APPLICABLETRANSMITTAL NUMBER ON TAG.

D. SUBMIT 2 OF EACH TYPE REQUIRED, UNLESS OTHERWISE SPECIFIED IN THE SECTION REQUIRINGTHE SAMPLES.

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

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

12. 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 WORKPROCEEDS.

B. THE ARCHITECT WILL STAMP EACH SUBMITTAL TO INDICATE THE ACTION TAKEN. FABRICATION ORINSTALLATION OF WORK FOR WHICH ARCHITECT'S REVIEW IS REQUIRED SHOULD NOT BEGIN UNTILTHE SUBMITTAL IS ACCEPTABLE TO THE ARCHITECT. FABRICATION OR INSTALLATION BEGUNWITHOUT ARCHITECT'S ACCEPTANCE IS UNDERTAKEN AT THE CONTRACTOR'S SOLE RISK.

C. IF SUBMITTAL IS STAMPED "NO EXCEPTIONS TAKEN" OR "FURNISH AS CORRECTED" THE SHOPDRAWINGS, PRODUCT DATA OR SAMPLES NEED NOT BE RESUBMITTED. MAKE CHANGES NOTEDTO 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 NOTETHE TRANSMITTAL NUMBER OF THE FIRST SUBMISSION ON THE TRANSMITTAL FORM.

13. CLOSE-OUT:A. CONTRACTOR TO PROVIDE THREE SETS OF THE FOLLOWING CLOSE-OUT DOCUMENTS IN THREE

RING BINDERS:B. WARRANTIESC. FINAL WAIVERS OF LIEND. OPERATIONS AND MAINTENANCE MANUALS (INCLUDING ARCHITECTURAL ELEMENTS I.E. SPECIAL

LIGHT FIXTURES, SHOP DRAWINGS, ETC.)E. LETTERS OF WARRANTIES FROM SUB CONTRACTORSF. COPY OF PERMITS (BUILDING PERMITS, OCCUPANCY PERMITS, ETC.)G. RECORD DRAWINGS (ARCHITECTURAL / ENGINEERING)H. LIST / CONTACTS OF ALL SUB CONTRACTORS AND GCI. LETTER OF WARRANTIES FROM G.C.J. FINAL APPLICATION FOR PAYMENTK. AIR BALANCING REPORTSL. FIRE ALARM CERTIFICATIONM. FINAL PUNCHLIST

END OF SECTION

DIVISION 03-CONCRETEREFER TO STRUCTURAL SPECIFICATIONS ON SHEET S001 FOR ADDITIONAL INFORMATION

SECTION 03050 - BASIC CONCRETE MATERIALS & METHODS

1. 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.

2. 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.

END OF SECTION

SECTION 04700 - ARCHITECTURAL STONE VENEER

PART 1 - 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.

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 SHOWINGFULL RANGE OF TEXTURES AND COLORS.

b. FULL RANGE OF MORTAR COLORS.3. ????????????????????????????????????????????????????????????????????????????????

BOARD USING THE SELECTED STONE AND MORTAR MATERIALS AND SHOWING THE FULL RANGEOF 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; SUBMITFOLLOWING 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).

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.

1.05 DELIVERY, STORAGE, AND HANDLING

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

B. FOLLOW MANUFACTURER'S INSTRUCTIONS.

1.06 PROJECT/SITE CONDITIONS

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

1.07 WARRANTY

A. SPECIAL WARRANTY: MANUFACTURER'S STANDARD WARRANTY COVERAGE AGAINST DEFECTS INMATERIALS WHEN INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.

PART 2 - PRODUCTS

2.01 MANUFACTURER

A. ELDORADO STONE, LLC TEL: (800) 925-1491 1370 GRAND AVE., BLDG. B FAX: (760) 736-8890 SAN MARCOS, CA 92069 E-MAIL: [email protected]

WEBSITE: WWW.ELDORADOSTONE.COM

B. PRODUCT: ELDORADO STONE VENEER, ASHLAR, FAIRMONT.

C. SUBSTITUTIONS: OR EQUAL

DIVISION 04-MASONRY

DIVISION 02 - SITE WORKREFER TO CIVIL/SITE DRAWINGS FOR SPECIFICATIONS

SECTION 04700 - ARCHITECTURAL STONE VENEER CONT..

2.02 MATERIALS

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

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

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

D. REINFORCING: [ASTM C 847, 2.5LB/YD2 (1.4KG/M2) GALVANIZED EXPANDED METALLATH.

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.

F. BONDING AGENT: EXTERIOR INTEGRAL BONDING AGENT MEETING [ASTM C 932] [ASTM C1059 TYPE II]

2.03 MORTAR MIXES

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 ONUNSATISFACTORY SUBSTRATES.

C. COMMENCEMENT OF WORK BY INSTALLER IS ACCEPTANCE OF SUBSTRATE.

3.02 PREPARATION

A. PROTECTION: PROTECT ADJACENT WORK FROM CONTACT WITH MORTAR.

B. SURFACE PREPARATION: PREPARE SUBSTRATE IN ACCORDANCE WITH MANUFACTURER'SINSTALLATION INSTRUCTIONS FOR THE TYPE OF SUBSTRATE BEING COVERED.

C. SAMPLE PATTERN BOARD: PROVIDE RESPONSIBLE ENTITY WITH A MOCK-UP BOARDSHOWING THE ARRANGEMENT OF STONE VENEER STACKING PATTERN FOR APPROVALPRIOR TO START OF ANY WORK

3.03 INSTALLATION

A. INSTALL AND CLEAN STONE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATIONINSTRUCTIONS FOR STANDARD INSTALLATION GROUTED JOINT INSTALLATION ASSPECIFIED 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 DRY4. 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

SHEET TITLE:

SHEET NUMBER:

DRAWN BY:

CHECKED BY:

1SPECIFICATIONS

MEP CONSULTANT:

SEAL:


ARCHITECT:

DRAWINGISSUE:

ISSUE DATE:


CLIENT:

BID &PERMIT SET

03.16.12



PHONE:(781) 452-7121FAX:(860) 264-1628

WEBSITE:






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DIVISION 06-WOOD & PLASTICSSECTION 06100 - ROUGH CARPENTRY

PART 1 GENERAL

1.1 SUMMARYA. PROVIDE ROUGH CARPENTRY.

1.2 SUBMITTALSA. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION

INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED.

1.3 QUALITY ASSURANCEA. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF

ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILARSERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, ANDSTORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

B. LUMBER STANDARDS AND GRADE STAMPS: DOC PS 20, AMERICAN SOFTWOOD LUMBERSTANDARD AND INSPECTION AGENCY GRADE STAMPS.

C. CONSTRUCTION PANEL STANDARDS: DOC PS 1, U.S. PRODUCT STANDARD FORCONSTRUCTION AND INDUSTRIAL PLYWOOD; APA PRP-108.

D. 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.

E. FIRE-RETARDANT TREATMENT: AWPA C20 FOR LUMBER AND AWPA C27 FOR PLYWOOD;NONCORROSIVE TYPE. PROVIDE AT BUILDING EXTERIOR/INTERIOR WHERE REQUIRED BYCODE.

SECTION 06600 - PLASTIC FABRICATIONS

PART 1 GENERAL

1.1 SECTION INCLUDES:A. CELLULAR PVC TRIM BOARDS TO INCLUDE:

1. CORNER BOARDS2. SOFFITS3. FASCIAS4. FRIEZE BOARDS5. RAKE BOARDS6. ARCHITECTURAL MILL7. DOOR/WINDOW TRIM

1.2 REFERENCESA. 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 AFALLING WEIGHT.

G. ASTM D256 - DETERMINING THE PENDULUM IMPACT RESISTANCE OFPLASTICS.

H. ASTM D696 - COEFFICIENT OF LINEAR THERMAL EXPANSION OF PLASTICS??????????????????????????????????????????????????????????

I. ASTM D635 - RATE OF BURNING AND/OR EXTENT AND TIME OF BURNINGOF PLASTICS IN A HORIZONTAL POSITION.

J. ASTM E84 - SURFACE BURNING CHARACTERISTICS OF BUILDINGMATERIALS.

K. ASTM D648 - DEFLECTION TEMPERATURE OF PLASTICS UNDER FLEXURALLOAD IN THE EDGEWISE POSITION.

L. ASTM D3679 - STANDARD SPECIFICATION FOR RIGID POLY VINYLCHLORIDE (PVC) SIDING.

1.3 SUBMITTALSA. 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 QUALITY ASSURANCEA. 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 OTHERDEFECTS. EDGES MUST BE SQUARE, AND TOP AND BOTTOMSURFACES SHALL BE FLAT WITH NO CONVEX OR CONCAVE DEVIATION.

2. UNIFORM SURFACE FREE FROM CUPPING, WARPING, AND TWISTING.

1.5 DELIVERY, STORAGE AND HANDLINGA. TRIM MATERIALS SHOULD BE STORED ON A FLAT AND LEVEL SURFACE ON

A FULL SHIPPING PALLET. HANDLE MATERIALS TO PREVENT DAMAGE TOPRODUCT EDGES AND CORNERS. STORE MATERIALS UNDER A PROTECTIVECOVERING TO PREVENT JOBSITE DIRT AND RESIDUE FROM COLLECTING ONTHE BOARDS.

1.6 WARRANTYA. PROVIDE MANUFACTURER'S 25 YEAR WARRANTY AGAINST DEFECTS IN

MANUFACTURING THAT CAUSE THE PRODUCTS TO ROT, CORRODE,DELAMINATE, OR EXCESSIVELY SWELL FROM MOISTURE.

PART II PRODUCTS

2.1 MATERIALSA. ACCEPTABLE PRODUCTS FOR TRIM BOARDS:

AZEK TRIMBOARDS MANUFACTURED BY VYCOM CORPORATION801 COREY STREETMOOSIC, PA 185071-877-275-2935www.azek.com

B. ACCEPTABLE PRODUCTS FOR SOFFITS:CERTAINTEED CORPORATION750 EAST SWEDESFORD ROADVALLEY FORGE, PA 194821-640-310-7000www.certainteed.com

DIVISION 05-METALSREFER TO STRUCTURAL SPECIFICATIONS ON SHEET S-1 FOR STRUCTURAL STEEL

SECTION 05500 - METAL FABRICATIONS

PART 1 GENERAL

1.1 SUMMARYA. PROVIDE METAL FABRICATIONS.

1.2 SUBMITTALSA. 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 ISANTICIPATED.

1.3 QUALITY ASSURANCEA. 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 WITHMANUFACTURER'S INSTRUCTIONS.

B. ROLLED STEEL SHAPES, PLATES AND BARS SHALL CONFORM TO ASTM DESIGNATION A36 (36,000PSI).

C. STANDARD BOLTS AND NUTS (FOR WOOD AND STEEL CONNECTIONS) SHALL CONFORM TO ASTMA307, 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 MATERIALSA. MANUFACTURERS:

1. ACI DISTRIBUTION - VITRO; ACL INDUSTRIES, INC.2. ALACO LADDER CO.3. AMERICAN RAILING SYSTEMS, INC.4. CAMBRIDGE ARCHITECTURAL5. 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 EXECUTION

3.1 INSTALLATIONA. 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 THELARGEST PRACTICABLE SECTION BEFORE GALVANIZING.

H. STEEL SHAPES, PLATES, BARS AND OTHER ASSEMBLIES SHALL BE HOT DIP GALVANIZED INACCORDANCE WITH ASTM A123; SMALL STEEL SHAPES SHEET ARTICLES AND ROUGH HARDWARESUCH AS BOLTS, NUTS AND WASHERS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTMA386.

I. SHOP COAT FERROUS METAL WITH FABRICATOR'S STANDARD LEAD-FREE "UNIVERSAL" PRIMER; APPLYON FIELD COAT OF PRIMER ON ALL ABRADED PARTS OF BUILT-IN FERROUS METALS AFTERINSTALLATION.

END OF SECTION

SECTION 06100 - ROUGH CARPENTRY CONT..

PART 2 PRODUCTS

2.1 MATERIALSA. 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 NOTACCEPTABLE.

PART 3 EXECUTION

3.1 INSTALLATIONA. 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. SETWORK PLUMB, LEVEL AND ACCURATELY CUT.

D. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS.INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENTCONSTRUCTION. 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 CONT.

2.2 ACCESSORY PRODUCTSA. 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 ORHOT-DIPPED GALVANIZED.

3. STAPLES, SMALL BRADS AND WIRE NAILS MUST NOT BE USED ASFASTENING MEMBERS.

4. THE FASTENERS SHOULD BE LONG ENOUGH TO PENETRATE THE SOLIDWOOD 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, WILLREQUIRE ADDITIONAL FASTENERS.

7. FASTENERS MUST BE INSTALLED NO MORE THAN 2" FROM THE END OFTHE 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 FASTENERIS USED OR PRODUCT IS INSTALLED IN LOW TEMPERATURES.

10.3/8" AND 1/2" SHEET PRODUCT IS NOT INTENDED TO BE RIPPED INTOTRIM PIECES. THESE PROFILES MUST BE GLUED TO A SUBSTRATE ANDMECHANICALLY FASTENED.

B. ADHESIVES:1. GLUE ALL TRIM JOINTS SUCH AS WINDOW SURROUNDS, LONG FASCIA

RUNS, ETC. WITH APPROVED ADHESIVE, A CELLULAR PVC CEMENT, TOPREVENT JOINT SEPARATION.

2. THE GLUE JOINT SHOULD BE SECURED WITH A FASTENER AND/ORFASTENED ON EACH SIDE OF THE JOINT TO ALLOW ADEQUATEBONDING TIME.

3. MOST ADHESIVES HAVE A WORKING TIME OF 10 MINUTES AND WILL BEFULLY CURED IN 24 HOURS.

4. IF STANDARD PVC CEMENTS ARE USED, KEEP IN MIND THESEPRODUCTS TYPICALLY CURE QUICKLY WHICH WILL RESULT IN LIMITEDWORKING TIME AND MAY REDUCE ADHESIVE STRENGTH.

5. SURFACES TO BE GLUED SHOULD BE SMOOTH, CLEAN AND INCOMPLETE CONTACT WITH EACH OTHER.

6. TO BOND TRIM TO OTHER SUBSTRATES, VARIOUS ADHESIVES MAY BEUSED. CONSULT ADHESIVE MANUFACTURER TO DETERMINESUITABILITY.

C. SEALANTS:1. USE URETHANE, POLYURETHANE OR ACRYLIC BASED SEALANTS

WITHOUT SILICONE.

2.3 FINISHESA. 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 TOPAINTING. 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.

PART III EXECUTION

3.1 INSTALLATIONA. MANUFACTURER'S INSTRUCTIONS:

1. COMPLY WITH MANUFACTURER'S PRODUCT CATALOG INSTALLATIONINSTRUCTIONS AND PRODUCT TECHNICAL BULLETIN INSTRUCTIONS,REGARDING:

B. CUTTINGC. DRILLINGD. MILLINGE. ROUTINGF. EDGE FINISHINGG. NAIL LOCATIONH. THERMAL EXPANSION AND CONTRACTION

END OF SECTION

SECTION 07210 - BUILDING INSULATION CONT.

PART 3 EXECUTION

3.1 INSTALLATIONA. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S

INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMSIN PROPER RELATION WITH ADJACENT CONSTRUCTION. COORDINATE WITH WORKOF OTHER SECTIONS. PROVIDE FULL THICKNESS IN ONE LAYER OVER ENTIREAREA, TIGHTLY FITTING AROUND PENETRATIONS.

B. PROTECT INSTALLED INSULATION.C. SPRAY APPLICATORS MUST BE LICENSED AND TRAINED-CERTIFICATES ON HANDD. PRE-JOB CONFERENCE SHOULD BE CONDUCTED PRIOR TO START OF WORK WITH

THE FOAM MANUFACTURE TO GO OVER DETAILSE. POST-JOB INSPECTION SHOULD BE COMPLETED TO ENSURE APPLICATION MEETS

ALL MANUFACTURER REQUIREMENTS

END OF SECTION

SECTION 07260 - UNDER SLAB VAPOR BARRIER/RETARDER

PART 1 - GENERAL

1.1 SUMMARYA. PRODUCTS SUPPLIED UNDER THIS SECTION

1. VAPOR BARRIER2. SEAM TAPE3. MASTIC

1.2 REFERENCESA. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

1. ASTM E 1745-97 (2004) STANDARD SPECIFICATION FOR PLASTIC WATERVAPOR RETARDERS USED IN CONTACT WITH SOIL OR GRANULAR FILL UNDERCONCRETE SLABS

2. ASTM E 154-88 STANDARD TEST METHODS FOR WATER VAPORRETARDERS USED IN CONTACT WITH EARTH UNDER CONCRETE SLABS

3. ASTM E 96-95 STANDARD TEST METHODS FOR WATER VAPORTRANSMISSION OF MATERIALS

4. ASTM E 1643-98 STANDARD PRACTICE FOR INSTALLATION OF WATERVAPOR RETARDERS USED IN CONTACT WITH EARTH OR GRANULAR FILLUNDER CONCRETE SLABS

A. AMERICAN CONCRETE INSTITUTE (ACI)1. ACI 302.1R-04 VAPOR BARRIER COMPONENT (PLASTIC MEMBRANE) IS NOT

LESS THAN 10 MILS THICK

1.3 SUBMITTALSA. QUALITY CONTROL / ASSURANCE

1. INDEPENDENT LABORATORY TEST RESULTS SHOWING COMPLIANCE WITHASTM & ACI STANDARDS.

2. MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR PLACEMENT ANDSEAMING.

PART 2 - PRODUCTS

2.1 MATERIALSA. MANUFACTURER:

1. STEGO INDUSTRIES LLC, SAN JUAN CAPISTRANO, CA (877) 464-7834 ORWWW.STEGOINDUSTRIES.COM

B. VAPOR BARRIER PRODUCTS:1. STEGO WRAP 6-MIL VAPOR BARRIER BY STEGO INDUSTRIES LLC2. 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 PREPARATIONA. ENSURE THAT SUBSOIL IS APPROVED BY ARCHITECT OR GEOTECHNICAL FIRM

1. LEVEL AND TAMP OR ROLL AGGREGATE, SAND OR TAMPED EARTH BASE.

3.2 INSTALLATIONA. INSTALL VAPOR BARRIER/RETARDER:

1. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS AND ASTM E 1643-98.

2. UNROLL VAPOR BARRIER/RETARDER WITH THE LONGEST DIMENSIONPARALLEL WITH THE DIRECTION OF THE POUR.

3. LAP VAPOR BARRIER/RETARDER OVER FOOTINGS AND SEAL TO FOUNDATIONWALLS.

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,

OVERLAPPING DAMAGED AREA 6 INCHES AND TAPING ALL FOUR SIDES WITH TAPE.

END OF SECTION

SECTION 07210 - BUILDING INSULATION

PART 1 GENERAL

1.1 SUMMARYA. PROVIDE THERMAL INSULATION AS NOTED IN THE CONSTRUCTION

DOCUMENTS.

1.2 SUBMITTALSA. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND

INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED.B. SUBMIT FOR APPROVAL TEST REPORTS.

1.3 QUALITY ASSURANCEA. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS

OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORYUSE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS.DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS.

PART 2 PRODUCTS


1. CERTAINTEED CORP., INSULATING GROUP2. JOHNS MANVILLE BUILDING INSULATIONS3. OWENS CORNING - INSULATING PRODUCTS4. POLYURETHANE SPRAY FOAM INSULATION - ICYNENE INC.

B. BOARD INSULATION:1. APPLICATION: UNDER SLABS-ON-GRADE.2. TYPE: EXTRUDED POLYSTYRENE, RIGID.

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

2.2 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.

2.3 STANDARD: 6 MIL POLYETHILENE VAPOR BARRIERA. 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.

SECTION 07270 - AIR AND MOISTURE BARRIERS

PART 1 GENERAL

1.1 SUMMARYA. PROVIDE AIR AND MOISTURE BARRIERS.

1.2 SUBMITTALSA. 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 MATERIALSPECIFIED.

1.3 QUALITY ASSURANCEA. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF

ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE INSIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER,HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS.

PART 2 PRODUCTS


1. CARLISLE COATINGS & WATERPROOFING2. GRACE CONSTRUCTION PRODUCTS3. 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.

PART 3 EXECUTION

3.1 INSTALLATIONA. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S

INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS ANDSYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION. COORDINATEWITH WORK OF OTHER SECTIONS. INSTALL OVER ENTIRE AREA, TIGHTLY FITTINGAROUND PENETRATIONS AND AT PERIMETERS.

B. PROTECT INSTALLED AIR AND MOISTURE BARRIERS.

END OF SECTION

SHEET TITLE:

SHEET NUMBER:

DRAWN BY:

CHECKED BY:

1SPECIFICATIONS

MEP CONSULTANT:

SEAL:


ARCHITECT:

DRAWINGISSUE:

ISSUE DATE:


CLIENT:

BID &PERMIT SET

03.16.12



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SECTION 07600 - FLASHING AND SHEET METAL

PART 1 GENERAL

1.1 SUMMARYA. PROVIDE FLASHING AND SHEET METAL.

1.2 SUBMITTALSA. 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, ANDRELATIONSHIP WITH ADJACENT CONSTRUCTION.

C. SAMPLES: SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIALSPECIFIED INDICATING VISUAL CHARACTERISTICS AND FINISH. INCLUDERANGE SAMPLES IF VARIATION OF FINISH IS ANTICIPATED.

1.3 QUALITY ASSURANCEA. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS

OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USEIN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS.DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS.

PART 2 PRODUCTS

2.1 MATERIALSA. 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-COAT70% 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 OFEXTRUSION.

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 EXECUTION

3.1 INSTALLATIONA. 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 ANDSYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITHUNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS.

C. RESTORE DAMAGED COMPONENTS AND FINISHES. CLEAN AND PROTECTWORK FROM DAMAGE.

END OF SECTION

SECTION 07310 - ASPHALT ROOFING SHINGLES

PART 1 GENERAL

1.01 SECTION INCLUDES

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

1.02 RELATED SECTIONSA. 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.

1.03 REFERENCES A AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) - ANNUAL BOOK OF ASTM

STANDARDS1. 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. ASPHALT ROOFING MANUFACTURERS ASSOCIATION (ARMA)D. NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA)E. U.S. GREEN BUILDING COUNCIL (USGBC)F. LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN (LEED)G. ENERGY STARH. COOL ROOF RATING COUNCIL (CRRC)

1.04 DEFINITIONSA. ROOFING TERMINOLOGY: REFER TO ASTM D1079 AND THE GLOSSARY OF THE

NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA) ROOFING ANDWATERPROOFING MANUAL FOR DEFINITIONS OF ROOFING TERMS RELATED TO THISSECTION.

1.05 SUBMITTALSA. SUBMIT COPIES OF GAF PRODUCT DATA SHEETS, DETAIL DRAWINGS AND SAMPLES

FOR EACH TYPE OF ROOFING PRODUCT.

1.06 QUALITY ASSURANCEA. MANUFACTURER QUALIFICATIONS: PROVIDE ALL PRIMARY ROOFING PRODUCTS,

INCLUDING SHINGLES, UNDERLAYMENT, LEAK BARRIER, AND VENTILATION, BY A SINGLEMANUFACTURER.

B. INSTALLER QUALIFICATIONS: INSTALLER MUST BE APPROVED FOR INSTALLATION OFALL ROOFING PRODUCTS TO BE INSTALLED UNDER THIS SECTION.

SECTION 07610 - SHEET METAL ROOFING CONT.

1.7 WARRANTYA. PAINT FINISH SHALL HAVE A TWENTY YEAR GUARANTEE

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