36C26118R0487-106.pdf

3"

CONCEALED PINHINGE

WELDED TO FRAME

CENTER CONCEALED

HINGE WELDED TO

AND FRAME

1/4" X 1/2" SLOTS TYP.

DOOR PANEL 14 GA

(.075) STAINLESS

STEEL 304 2B

FRAME 12 GA

(.105) SAINLESS

STEEL 304 2B

S E

E S

C H

E D

U

LE

SEE SCHEDULE

1/

8"

1/ 8"

2 1/8" 2 1/8" 3 1/2"

3/

4"

S E

E S

C H

E D

U

LE

SEE SCHEDULE

1/

8"

1/ 8"

2 1/8" 2 1/8" 3 1/2"

3/

4"

TYPE 2 OR 4

TYPE 1 OR 3

LATCH: FOLDING "T" HANDLE, 3 POINT LATCHING, 2 LATCHING RODS,

ZINC PLATED STAINLESS STEEL LOCK BODY, KEY LOCKING (1)

3 1/2"

3/ 4"

1' -0

/4

3 1/2"

3/ 4"

1' -0

/4

A-600

D8

A-600

D8 o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Project Number

Checked by

Drawing Title

Approved : Project Director

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

PROJECT TEAM ARCHITECTS/ENGINEERS Office of Construction and Facilities Management

Department of Veterans Affairs

7 8 9

TRIPLE C - THE A-E GROUP

4401 ATLANTIC AVE. SUITE 200

LONG BEACH, CA 90807

CONTACT: DAVID POTTER

PHONE: 307 460-2054

ISSUED FOR CONSTRUCTION

BRIDGERS & PAXTON CONSULTING ENGINEERS, INC.

1839 S. ALMA SCHOOL ROAD, SUITE 300

MESA, AZ 85210

CONTACT: JOHN MONTANO

PHONE: 602 336-5415

UNITED STRUCTURAL DESIGN, LLC

720 W. COMMERCE AVE OR P.O. BOX 33245

GILBERT, AZ 85233 PHOENIX, AZ 85067

CONTACT: DAVID GRAPSAS

PHONE: 480 382-9768

B

IM

0-

-3

V A

F re sn o

C hi lle r

P la nt P

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-1

6-

V

A F re sn o C hi lle r P la nt

-O P

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2/ 7/

0:

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P

M

A-600

ARCHITECTURAL SCHEDULES

M. PERKINS K. LUKE02/07/2018

570-16-302DESIGN EXPANDED CHILLED

WATER CAPACITY, PHASE 2

100% CONSTRUCTION DOCUMENTS

SUBMISSION

2615 E Clinton Ave, Fresno, CA 93703

DOOR AND FRAME SCHEDULE

COUNT DESCRIPTION

TYPE

MARK

DIMENSIONS PANEL FRAME

NOTESW H T TYPE MATERIAL FINISH TYPE MATERIAL

FRAME DETAIL

HEAD JAMB SILL

70 TYPE 1 ADD ALT A1 10' - 4" 2' - 8" 3 1/2" FLUSH STAINLESS STEEL SS_2B 1 5/8" x 1 5/8" UNISTRUT OR APPROVED EQUAL STEEL

35 TYPE 2 ADD ALT A2 10' - 4" 2' - 0" 3 1/2" FLUSH STAINLESS STEEL SS_2B 1 5/8" x 1 5/8" UNISTRUT OR APPROVED EQUAL STEEL

134 TYPE 1 BASE BID B1 10' - 4" 2' - 8" 3 1/2" FLUSH STAINLESS STEEL SS_2B 1 5/8" x 1 5/8" UNISTRUT OR APPROVED EQUAL STEEL

60 TYPE 2 BASE BID B2 10' - 4" 2' - 0" 3 1/2" FLUSH STAINLESS STEEL SS_2B 1 5/8" x 1 5/8" UNISTRUT OR APPROVED EQUAL STEEL

58 TYPE 3 BASE BID B3 8' - 4" 2' - 8" 3 1/2" FLUSH STAINLESS STEEL SS_2B 1 5/8" x 1 5/8" UNISTRUT OR APPROVED EQUAL STEEL

10 TYPE 4 BASE BID B4 8' - 4" 2' - 0" 3 1/2" FLUSH STAINLESS STEEL SS_2B 1 5/8" x 1 5/8" UNISTRUT OR APPROVED EQUAL STEEL

1 1/2" = 1'-0" D8

DETAIL - (N) DUCTBANK DOOR HINGE

3/4" = 1'-0" C6

DETAIL - (N) DUCTBANK DOOR TYPES

A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY

REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO

VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A

CERTIFIED ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE

INSTALLED ROOF. ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO

BE CORRECTED PRIOR TO CLOSE OUT. ROOFS AND/OR ROOFING

IMPACTED BY WORK INCLUDE, AND MAY NOT BE LIMITED TO: B1, B3,

B22, B24 & B31.

B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN

WORK AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE

AND FULL HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE

ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF

CAULKING MATERIAL. SEE MECHANICAL AND PLUMBING DRAWINGS

FOR ADDITIONAL INFORMATION.

C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND

CONDUIT PIPING WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL

SYSTEMS AND SHALL PROVIDE NECESSARY OFFSETS TO AVOID

CONFLICTS AND TO MAINTAIN REQUIRED EQUIPMENT ACCESS AND

SERVICEABILITY.

D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH

ALL TRADES PRIOR TO INSTALLATION.

F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

I. CONTRACTOR TO PROVIDE TEMPORARY COVERED ACCESSIBLE

PATHWAY PRIOR TO PHASE 1 INTEGRATED SYSTEMS CANOPY

CONSTRUCTION AND/OR DEMOLITION. AN ACCESSIBLE BED ROUTE IS

REQUIRED TO BE MAINTAINED AT ALL TIMES BETWEEN BUILDINGS.

J. ANY LANDSCAPE, HARDSCAPE, FIXTURE, SIGNAGE AND SYSTEMS OR

PEDESTRIAN CONTROL DEVICES WITHIN THE TEMPORARY ACCESSIBLE

PATHWAY SHALL BE PROTECTED IN PLACE OR TEMPORARILY

RELOCATED AS NECESSARY FOR CONTINUED UNINTERRUPTED

OPERATION, ACCESS, MAINTENANCE AND / OR VISIBILITY.

GENERAL SHEET NOTES

DOOR SCHEDULE NOTES:

1. ALL DOORS SHALL HAVE MECHANICAL LIFT

ASSISTANCE AND SHALL BE KEYED ALIKE.

2. ALL DOORS SHALL ACTUATE A PRESSURE

SWITCH TO ENERGIZE DUCT BANK LIGHTING

WHEN OPEN. SEE ELECTRICAL SHEETS FOR

LIGHTING INFORMATION.

BASIS OF DESIGN CONTACT:

ACUDOR PRODUCTS, INC.

ALAN KARP, PRESIDENT

973-575-5120

WWW.ACUDOR.COM

NO REVISIONS DATE

Expires 6.30.16Expires: 6/30/18

2/7/2018