Amendment 0002 A600-1 - DOOR SCHEDULE PHASE A.pdf

SEE SHEDULE

S E E S C H E D U L E

SEE SHEDULE

S E E S C H E D U L E

SEE SCHEDULE

S E E S C H E D U L E

SEE SHEDULE

S E E S C H E D U L E

SEE SHEDULE

S E E S C H E D U L E

COORDINATE W/ DOOR

COORDINATE W/ DOOR

COORDINATE W/ DOOR

S E E S C H E D U L E

2" TYP 2" TYP 2" TYP

4"4"

SEE SHEDULE

S E E S C H E D U L E

4"4"

4" 4" 6

SEE SHEDULE

4" 4"

A

DOOR TYPES

TYPE

B

TYPE

G

TYPE

D

TYPE

E

TYPE

F2

TYPE

F

TYPE

F1

TYPE

F3

TYPE

FRAMES TYPES

C

TYPE

WOOD WOOD

SOLID

CORE

GLASSGLASS

GLASSGLASS

GLASSGLASS

TEMP

GLASS

SOLID

CORE

TEMP

GLASS

TEMP

GLASS

TEMP

GLASS

SOLID

CORE

PROVIDED

BY

DEMOUNT-

ABLE

PARTITION

MANUF.

SW

SW

SEALANT 1/2"

WALL + 1"

1 15/16" 1 15/16"

VIF

SEALANT

/1

W A L L

2"

3 5/8" METAL STUD FRAMING

V

IF

/1

SEALANT 1/2"

WALL + 1"

1 15/16" 1 15/16"

VIF

SEALANT

W A L L

2"

3 5/8" METAL STUD FRAMING

V

IF

/1

GENERAL NOTES:

1. GENERAL CONTRACTOR SHALL VERIFY ALL

DOOR/FRAME SIZES, DIMENSIONS, DOOR SWIGNS,

DOOR/FRAME MATERIALS, DOOR/FRAME TYPES, FRAME

WIDTH AND DEPTH, THROAT DEPTH AND FRAME HEAD

HEIGHT.

2. GENERAL CONTRACTOR SHALL VERIFY AND

COORDINATE ALL DOOR HARDWARE REQUIREMENTS

FOR ALL FRAMES INDICATED. ALL SUBMITTALS ISSUED

TO THE ARCHITECT SHALL REFLECT THIS FIELD

VERIFIED COORDINATION.

3. ALL WOOD DOORS ARE TO HAVE SOLID CORE.

4. ALL FRAMES SHALL BE SHIMMED/CAULKED IN

ACCORDANCE WITH ACCEPTED PRACTICES.

5. ALL HOLLOW METAL FRAMES IN MASONRY WALLS ARE

TO BE GROUTED SOLID, INCLUDING HEADS.

6. REFER TO FINISH PLAN FOR FINISHES. FOR EXISTING

DOORS SEE NOTE 7 ON FINISH PLANS.

7. REFER TO PLANS FOR PROPER DOOR SWINGS.

8. ALL WOOD DOOR EDGES SHALL BE FACTORY FINISHED

AND SHALL MATCH DOOR FACE VENEER AND FINISH.

9. ALL HOLLOW METAL FRAMES SHALL BE WELDED, NO

KNOCK-DOWN FRAMS WILL BE ACCEPTED.

10. GENERAL CONTRACCTOR SHALL VERIFY ALL DOOR

UNDERCUT AND LOUVER LOCATIONS WITH MECHANICAL

DRAWINGS.

11. THE USE OF THRU-BOLTING FOR ANY DOOR HARDWARE

WILL NOT BE ACCEPTED.

12. ALL HARDWARE FOR ALUMINUM DOORS/FRAMES ARE TO

BE PROVIDED BY THE DOOR/FRAME MANUFACTURER

EXCEPT LOCK CYLINDERS WHICH WILL BE PROVIDED

BY THE REMAINING DOOR HARDWARE SUPPLIER.

HARDWARE IS TO BE COORDINATED WITH THE

HARDWARE ON THE REMAINDER OF THE PROJECT.

13. GENERAL CONTRACTOR SHALL COORDINATE WHERE

DOORS/FRAMES REQUIRE CONDUITS OR WIRING

INSTALLED DURING FRAME INSTALLATION FOR FUTURE

ELECTRICAL CONNECTIONS FOR LOCKS, STRIKES, ETC.

MATERIALS

HOLLOW METAL - H.M.

ALUMINUM - AL. ALUM.

GLASS - GL

WOOD - WD

MARBLE - MAR.

FIBERGLASS REINFORCED

POLYESTER ON ALUM. FRAME -

FRP.

SOLID CORE - SC.

MINERAL CORE - MC.

ACOUSTICAL CORE - AC.

RATING

"A" LABEL - 1/2 HR. MIN. RATING

"B" LABEL - 1/2 HR. MIN. RATING

"C" LABEL - 3/4 HR. MIN. RATING

GLASS

IG INSULATED

SW SWITCHABLE PRIVACY

GLASS

CRB CLEAR RATED GLASS

HARDWARE SETS - NOTE: TO CONFPRM TO BUILDING STANDARD MASTER KEY SYSTEM

HARDWARE SET NO. 1

EACH SINGLE DOOR TO

RECEIVE:

1 EA. CLASSROOM TYPE,

3 EA. HINGES

1 EA. WALL STOP

3 EA. SILENCERS

NOTE: PROVIDE ELECTRIFIED

HINGE FOR SWITCHABLE

PRIVACY GLASS IN WIRING,

CONTRACTOR TO COORDINATE

HARDWARE SET NO. 2

EACH SINGLE DOOR TO

RECEIVE:

1 EA. STOREROOM TYPE,

3 EA. HINGES

1 EA. WALL STOP

3 EA. SILENCERS

1 EA. CLOSER

HARDWARE SET NO. 3

EACH SINGLE DOOR TO

RECEIVE:

1 EA. PASSAGE TYPE,

1 EA. SINGLE DUMMY TYPE

(WITH DOOR PAIR)

3 EA. HINGES

3 EA. SILENCERS

GENERAL HARDWARE NOTES:

1. MOUNTING HEIGHTS SHALL BE AS FOLLOWS:

DOOR LEVERS - 38" TO CENTERLINE

CYLINDERS - 48" TO CENTERLINE

PUSH PLATE - 48" TO CENTERLINE

PULL PLATE - 42" TO CENTERLINE

BUTTS - TOP HINGE - 5" DOWN

- TOP HINGE - 10" UP

EMER. EXIT. HWD. - 42" TO CENTERLINE

2. ALL HANDSETS SHALL BE LEVER TYPE. ALL

HARDWARE SHALL COMPLY WITH ALL A.D.A.

HARDWARE.

3. ALL PANIC HARDWARE SHALL BE OPERATED

WITH A FORCE OF 15 POUNDS TO COMPLY WITH

A.D.A. REQUIREMENTS

4. THE DOOR OPENING FORCE FOR ALL INTERIOR

DOORS MUST NOT EXCEED 5 POUNDS.

5. ALL LOCKSETS TO BE GRADE 1.

6. GC TO COORDINATE DOOR HARDWARE WITH

DEMOUNTABLE PARTITION MANUFACTURER.

HARDWARE SET NO. 4

EACH PAIR OF DOORS TO RECEIVE:

3 EA. HINGES 4 1/2" X 4 1/2"

2 EA. EXIT DEVICE

2 EA. LEVER PASSAGE TYPE

1 EA. CLOSERS

3 EA. SILENCERS

1 EA. MAGNETIC LOCKS

HARDWARE SET NO. 5

EACH SINGLE DOOR TO RECEIVE:

MANUFACTURER:

BLUMCRAFT H-100-F FOR WOOD

DOOR,

SCHLEGE,

BEST,

OR APPROVED EQUAL

4 EA. HINGES

3 EA. SILENCERS

1 EA. MAGNETIC LOCKS

1 EA. CLOSER

JAMB J-1 HEAD H-1

JAMB J-3 HEAD H-3

SEALANT

SEALANT

JAMB J-2 HEAD H-2

W A L L

2"

V .I .F

WALL + 1"

V.I.F.

SUB FLOOR

FLOORING

STRIP

TRANSITION

ADA COMPLIANT

TILE

OR

STONE

HORIZONTAL REVEALS

TO ALIGN WITH

EXTERIOR WINDOWS

HORIZONTAL REVEALS

TO ALIGN WITH

EXTERIOR WINDOWS

A/E CON. NO.

SHEET SIZE: 30x42

C E R T

IF

IC

A T

IO

N S

K E Y P L A N

MARK DATE DESCRIPTION

R E V

IS

IO

N N O T E S

C O N T R A C T O R S

B U

IL

D

IN

G

P R O J E C T

D R A W

IN

G

A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONSTR. CON.

NAME

STREET

CITY / ST. / ZIP

BUILDING NO.

OTHER

BUILDING NOs.

FACILITY CODE

PROJECT

TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

BBIX, L.L.C.

THOMAS P. O'NEILL FEDERAL BUILDING

10 CAUSEWAY STREET

BOSTON, MA 02111

ELIZABETH MEES COTR/PM

GENERAL SERVICES ADMINISTRATION

NEW ENGLAND REGION (REGION 1)

PROPERTY OF THE UNITED

STATES GOVERNMENT FOR

OFFICIAL USE ONLY

VMA00011

MA0153ZZ

PHASE A

N.I.C.

GS-01P-09-BW-D-0037

GS-P-01-10-BW-5018

BUILDING

NORTH

10TH FLOOR

FINAL WORKING DOCUMENTS

DOOR SCHEDULE PHASE A

10TH & 11TH FLOOR RENOVATION PHASE III

JD

JD

04/15/2010

A600.1

1/4" = 1'-0"

DOOR TYPE LEGEND

3" = 1'-0"

HEAD AND JAMB DETAILS

FULL SIZE

TRANSITION STRIP

1/4" = 1'-0" 1A

TYPICAL DEMOUNTABLE PARTITION EAST ELEVATION (ALTERNATE NO.4)

1/4" = 1'-0"

TYPICAL PARTITION NORTH ELEVATION

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

TYPICAL DEMOUNTABLE PARTITION WEST ELEVATION (ALTERNATE NO.4)

1 5/17/10 AMENDMENT NO 3

1/4" = 1'-0"

TYPICAL GWB (BASE) PARTITION EAST ELEVATION

1/4" = 1'-0"

TYPICAL GWB (BASE) PARTITION WEST ELEVATION