2.2 - Drawings 02 of 17 - 000-AJ-601 to 000-AJ-606.pdf

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1" MIN.

PARALLEL TO FLUTEPERPENDICULAR TO FLUTE

MINERAL WOOL IN FLUTE

CAVITY

FLUTED METAL DECK WITH

CONCRETE FILL

0.145"X1" POWER ACTUATED

FASTENER @ 16" B

MAXIMUM, TYPICAL

REFERENCE FASTENERS

MANUFACTURER ICBO FOR

FASTENER CAPACITY

2" X 20 GA STEEL STRAP OR

Z-BARS @ 16" O.C. MAXIMUM

CONTINUOUS

ACOUSTICAL SEALANT

#8 WAFER HEAD FRAMING

SCREWS

SLOTTED TRACK

SOUND ATTENUATION

BLANKET

ACOUSTICAL SEALANT

#8 WAFER HEAD FRAMING

SCREWS

SLOTTED TRACK

SOUND ATTENUATION

BLANKET

MINERAL WOOL IN FLUTE

CAVITY

NOTE:

1. DO NOT SCREW DRYWALL TO SLOTTED TRACK

STRUCTURE

*REFER ARCHITECTURAL BARRIERS ACT ACCESSIBLITE STANDARDS (ABAAS)

AND VA PG-18-13 VA BARRIER FREE DESIGN STANDARD/GUIDE

P U

L L

WALL MOUNTED

DEVICES

F.E.

CABINET

SECURITY

CAMERA

PULLS

LEVER

HANDLE

LOCKSET

EXIT DEVICE

DOOR HARDWARE

HEIGHTS

M A

X

M

IN

M A

X

M

IN

M A

X

2" CLIP ANGLES ON ALL FOUR SIDES FOR

PLYWOOD ATTACHMENT & RIGID

INSULATION

1/2" WEEP HOLES

FOR VENTILATION

2" RIGID INSULATION

3/4" FIRE RATED PLYWOOD

1/2" WEEP HOLES FOR VENTILATION

2" CLIP ANGLES FOR PLYWOOD

EXISTING WINDOW

BUILDING EXISTING

EXISITING ROLLER SHAD TO REMAIN AND

BE CLOSED BEFORE WINDOW IS COVER

UP.

1-HR RATED

PARTITION TYPE

1" = 1' - 0"1

BASE

PLAN

CEILING

HEAD

GYPSUM BOARD

METAL STUDS

1A

SCHEDULED CEILING, REFER

TO REFLECTED CEILING

PLAN

STRUCTURAL DECK

METAL TRACK

METAL TRACK

FIRE

SEALANT,

BOTH SIDES

(DESIGN ASSEMBLY U419)

ONE LAYER 5/8" TYPE "X" GYPSUM BOARD ON BOTH

SIDES OF 20 GAUGE 3 5/8" METAL STUDS AT 16" ON CENTER.

SOUND ATTENUATION INSULATION FULL CAVITY. PROVIDE

FIRE SEALANT ALL AROUND PENETRATIONS. CONTINUE

ASSEMBLY ALL THE WAY UP TO STRUCTURAL DECK.

5" STENCILE ON WALL EVERY 10'-0" ABOVE CEILING-LISTING

RATING IN RED PAINT

000-AJ-601

B7 Sim

NON-RATED

PARTITION TYPE

1" = 1' - 0"2

BASE

PLAN

CEILING

HEAD

GYPSUM BOARD

METAL STUDS

2A

SCHEDULED CEILING, REFER

TO REFLECTED CEILING

PLAN

2B

STRUCTURAL DECK

METAL TRACK

METAL TRACK

ONE LAYER 5/8" TYPE "X" GYPSUM BOARD ON BOTH

SIDES OF 20 GAUGE 3 5/8" METAL STUDS AT 16" ON CENTER.

SOUND ATTENUATION INSULATION FULL CAVITY. CONTINUE

ASSEMBLY ALL THE WAY UP TO STRUCTURAL DECK.

ONE LAYER 5/8" TYPE "X" GYPSUM BOARD ON ONE

SIDES OF 20 GAUGE 2 1/2" METAL STUDS AT 16" ON

CENTER. CONTINUE ASSEMBLY ALL THE WAY UP TO

STRUCTURAL DECK.

000-AJ-601

D7 Sim

NON-RATED

PARTITION TYPE

1" = 1' - 0"3

BASE

PLAN

CEILING

HEAD

GYPSUM BOARD

METAL STUDS

3A

SCHEDULED CEILING, REFER

TO REFLECTED CEILING

PLAN

METAL TRACK

METAL TRACK

TWO LAYERS 5/8" TYPE "X" GYPSUM BOARD ON ONE SIDE ON

20 GAUGE 3-5/8" METAL STUDS AT 16" ON CENTER, 6" ABOVE

CEILING. PROVIDE BRACING AS REQUIRED.

NON-RATED

PARTITION TYPE

1" = 1' - 0"4

BASE

PLAN

CEILING

HEAD

GYPSUM BOARD

METAL STUDS

4A

SCHEDULED CEILING, REFER

TO REFLECTED CEILING

PLAN

METAL TRACK

METAL TRACK

ONE LAYER 5/8" TYPE "X" GYPSUM BOARD ON ONE SIDE OF 20

GAUGE 3 5/8" METAL STUDS AT 16" ON CENTER, 6" ABOVE

CEILING. PROVIDE BRACING AS REQUIRED.

CAPPET

TRANSITION: COLOR TO

MATCH ADJACENT WALL BASE

RESILIENT

FLOORING

RESILIENT FLOORING

/4

1" MIN.

PARALLEL TO FLUTEPERPENDICULAR TO FLUTE

FLUTED METAL DECK WITH

CONCRETE FILL

0.145"X1" POWER ACTUATED

FASTENER @ 16" O.C.

MAXIMUM, TYPICAL

REFERENCE FASTENERS

MANUFACTURER ICBO FOR

FASTENER CAPACITY

2" X 20 GA STEEL STRAP OR

Z-BARS @ 16" O.C. MAXIMUM

CONTINUOUS

#8 WAFER HEAD FRAMING

SCREWS

SLOTTED TRACK

SOUND ATTENUATION

BLANKET

#8 WAFER HEAD FRAMING

SCREWS

SLOTTED TRACK

SOUND ATTENUATION

BLANKET

NOTE:

1. DO NOT SCREW DRYWALL TO SLOTTED TRACK

STRUCTURE

6"

CONTINUOUS STAINLESS

STEEL

"CHIKLET" COVE CAP BY

FLASHCOVE

PREFABRICATED BASES INC.

CONTINUOUS

MOHAWK CRA11

COVE STICK

600S162-68 @ 16"oc TYP

3/4" PLYWOOD W/ #10 SCREWS

@ 6" oc FIELD

METAL STUD WALL

SIMPSON S/H2.5

@ 48" oc EA END

APPLY SPRAY/ROLL ON MOISTER

BARRIER TO TOP OF PLYWOOD

SLOPE 1/4" PER FOOT

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

FLS

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

STAMP

LOCATION

''1

CONSULTANTS

GDM of Oregon

1000 W. STEUBEN ST., UNIT 3

BINGEN, WA 98605

P: 541.436.4723

ADAM GODDIN, PE

WWW.GDM-AE.COM

FOR OFFICIAL USE ONLY (FOUO)

04-25-2023

FULLY

SPRINKLED

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

10% BASIS OF DESIGN 07.08.2022

35% SCHEMATIC DESIGN 11.10.2022

65% DESIGN DEVELOPMENT 01.13.2023

95% CONSTRUCTION DOCUMENTS 03.17.2023

100% FINAL BID DOCUMENTS 04.25.2023

A u to d e s k D o c s

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P ro d u c ti o n -R

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000-AJ-601

PARTITION TYPES & DETAILS

ES BS

VA NEW ORLEANS (EHRM) ELECTRONIC

HEALTH RECORD MODERNIZATION

INFRASTRUCTURE UPGRADES

2400 CANAL STREET, NEW ORLEANS, LA 70119

100% FINAL BID

DOCUMENTS

629-22-700

3" = 1'-0"B7

HEAD OF WALL

N.T.SF7

MOUNTING HEIGHTS

N.T.SC3

FIRE RETARDANT PLYWOOD TREATMENT CERTIFICATION STAMP

EXAMPLE OF CERTIFICATION STAMP

ONE OF THE PLYWOOD FR

PRESSURE TREATMENT

MANUFACTURER'S CERTIFICATION

STAMP ON THE FACE OF EACH

SHEET ON PLYWOOD SHALL REMAIN

OPEN FOR INSPECTION AND

SHALL NOT BE PAINTED WITH THE

FIRE RETARDANT PAINT. THE

"PICTURE FRAMING" OF THE STAMP

BY THE PAINT COATING SHALL

BE DONE NEATLY WITH STRAIGHT

LINES AND SQUARE CORNERS

AND SHALL BE THE SAME SIZE ON

ALL SHEETS.

N.T.SC1

WINDOW PANEL INFILL DETAIL

TRANSITION: COLOR TO

MATCH ADJACENT WALL BASE

CONCRETE

RESILIENT FLOORING

EXISTING RESILIENT FLOORING

CONCRETE

CONCRETE

N.T.SA5

RESILENT FLOORING TO CARPET

N.T.SB5

SUBFLOOR TO RESILIENT FLOORING

N.T.SC5

RESILENT FLOORING TO RESILIENT FLOORING

CONCRETE

3" = 1'-0"D7

HEAD OF WALL

N.T.SE5

SECTION AT COVE BASE

N.T.SF5

DECKING SECTION

Revisions: Date:

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

FLS

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

STAMP

LOCATION

''1

CONSULTANTS

GDM of Oregon

1000 W. STEUBEN ST., UNIT 3

BINGEN, WA 98605

P: 541.436.4723

ADAM GODDIN, PE

WWW.GDM-AE.COM

FOR OFFICIAL USE ONLY (FOUO)

04-25-2023

FULLY

SPRINKLED

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

10% BASIS OF DESIGN 07.08.2022

35% SCHEMATIC DESIGN 11.10.2022

65% DESIGN DEVELOPMENT 01.13.2023

95% CONSTRUCTION DOCUMENTS 03.17.2023

100% FINAL BID DOCUMENTS 04.25.2023

A u to d e s k D o c s

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N e w O rl e a n s

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N

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A rc h

P ro d u c ti o n -R

.r v t

000-AJ-602

TYPICAL PENETRATION DETAILS

ES BS

VA NEW ORLEANS (EHRM) ELECTRONIC

HEALTH RECORD MODERNIZATION

INFRASTRUCTURE UPGRADES

2400 CANAL STREET, NEW ORLEANS, LA 70119

100% FINAL BID

DOCUMENTS

629-22-700

N.T.SF1

TYPICAL PENETRATIONS DETAILS

DRAWING NO.

PROJECT TITLE

FLS

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

STAMP

LOCATION

''1

CONSULTANTS

GDM of Oregon

1000 W. STEUBEN ST., UNIT 3

BINGEN, WA 98605

P: 541.436.4723

ADAM GODDIN, PE

WWW.GDM-AE.COM

FOR OFFICIAL USE ONLY (FOUO)

04-25-2023

FULLY

SPRINKLED

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

10% BASIS OF DESIGN 07.08.2022

35% SCHEMATIC DESIGN 11.10.2022

65% DESIGN DEVELOPMENT 01.13.2023

95% CONSTRUCTION DOCUMENTS 03.17.2023

100% FINAL BID DOCUMENTS 04.25.2023

A u to d e s k D o c s

/2 -0

N e w O rl e a n s

E H

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/2 -0

N

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E H

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C o n c o u rs e

A rc h

P ro d u c ti o n -R

.r v t

000-AJ-603

TYPICAL PENETRATION DETAILS

ES BS

VA NEW ORLEANS (EHRM) ELECTRONIC

HEALTH RECORD MODERNIZATION

INFRASTRUCTURE UPGRADES

2400 CANAL STREET, NEW ORLEANS, LA 70119

100% FINAL BID

DOCUMENTS

629-22-700

1" = 1'-0"E2

TYPICAL PENETRATION DETAILS

NOTE:

SPECIFIED TECHNOLOGIES IS THE FIRE STOPPING BASIS

OF DESIGN. HILTI, 3M, AND OTHER MANUFACTURERS

COMPLYING WITH THE REQUIREMENTS OR SPECIFICATIONS

SECTION 07 84 00 WILL BE ACCEPTED ALONG WITH

SEPECIAL INSPECTION SPECIFICATION SECTION 01 45 35

PUBLIC SIDE

1 HOUR FIRE RATED METAL DOOR ASSEMBLY

AND FRAME WITH SEALS, CARD READER,

HARDWARE AND CLOSER

NEGATIVE AIR MONITOR

HAND SANITIZER

SEAL ALL EDGES WITH TAPE

SEAL ALL EDGES WITH TAPE

REFER TO TEMPORARY BARRIER TYPE

FOR REQUIRED CONDITION TO

STRUCTURE ABOVE

VA / OSHA TEMPORARY SIGNAGE

TEMPORARY IC BARRIER WALL

CONSTRUCTION (DUST WALL)

5/8" TYPE X GYPSUM BOARD

3 5/8" STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT

6-MIL. FLAME RETARDANT POLYETHYLENE FILM

INTERIOR SIDE

CEILING

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

3 5/8" STEEL STUD TRACK

6" M

IN

CONTINUOUSLY ADHERE 6-MIL. FLAME RETARDANT

POLYETHYLENE FILM TO DECK WITH TAPE

CONTINUOUSLY ADHERE FIRE RETARDANT

POLYETHYLENE TO FLOOR WITH TAPE

EXISTING DECK

CONSTRUCTION

SIDE

OCCUPIED

SIDE

CONTINUOUS SMOKE AND FIRE STOPPING SEALANT

TOP AND BOTTOM, & BOTH SIDES

3 1/2" SOUND ATTENUATION BATT.

5/8" TYPE X GYPSUM BOARD, BOTH

SIDES

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

WITH RUNNER CHANNELS ALONG

TOP AND BOTTOM

CONSTRUCTION

SIDE

PUBLIC

SIDE

6 MIL. POLYETHYLENE FILM

MEMBRANE. CONTINUOUSLY

ADHERE TO THE STRUCTURAL DECK

ABOVE AND TO THE FLOOR BELOW

WITH TAPE.

UNDERSIDE OF STRUCTURAL DECK

COORDINATE WITH EXISTING

CEILING

CONTRACTOR SHALL

FINISH, INCLUDING

PAINTING, PUBLIC SIDE

OF TEMPORARY WALLS

CONTINOUS SMOKE AND FIRE STOPPING SEALANT.

NOTE:

CONSTRUCTION AREA

TELECOMMUNICATION ROOM

1. THIS DRAWINGS INDICATES A TYPICAL CONCEPTUAL LAYOUT FOR INFECTION CONTROL EQUIPMENT AND CONTAINMENT. FIELD VERIFY THE EXACT CONDITIONS TO ENSURE CONSTRUCTION ACCESS AND TO LIMIT CHANGES DURING CONSTRUCTION. A

DINEGATIVE PRESSURE SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT CONSTRUCTION.

2. IN OCCUPIED BUILDINGS, WHERE TEMPORARY CONSTRUCTION BARRIERS ARE REQUIRED TO BE INSTALLED DURING THE CONSTRUCTION OR RECONSTRUCTION OF FIRE-RESISTIVE ASSEMBLIES. TEMPORARY CONSTRUCTION SHALL MEET THE SAME FIRE RATING AS WOULD THE PERMANENT PARTITION. IN LIEU OF CONTINUING RATED WALLS OF TEMPORARY BARRIER DIRECTLY TO CEILING, RATED ASSEMBLY WILL BE CONTINUOUS FROM FLOOR TO CEILING BY REQUIRING BARRIER TO INCLUDE RATED LID/CEILING PROPERLY ATTACHED TO THE EXISTING WALL, WITH ALL PENETRATIONS THROUGH THE TEMPORARY CONSTRUCTION BARRIER APPROPRIATELY FIRE STOPPED. USE OF PLASTIC OR VINYL DUST BARRIERS IN LIEU OF FIRE RATED SEPARATIONS IS PROHIBITED. TEMPORARY CONSTRUCTION BARRIERS ARE NOT REQUIRED WHERE ADEQUATE FIRE-RESISTIVE SEPARATION CAN BE DEMONSTRATED TO EXIST BETWEEN OCCUPIED AREAS AND CONSTRUCTION AREAS. SMOKE COMPARTMENTS AND REFUGE AREAS IN COMPLIANCE WITH CBC SECTION 407 SHALL BE MAINTAINED THROUGHOUT THE PERIOD OF CONSTRUCTION.

3. DUST BARRIERS AND TEMPORARY CONSTRUCTION BARRIERS MUST BE IN ACCORDANCE WITH OSHPD CAN 9-3301

MAINTAIN A MINIMUM OF 44" CLEAR WALK WAY IN FRONT

OF ALL ANTE ROOM FOR EGRESS OF THE BUILDING.

EXISTING HEALTHCARE OCCUPANCY CORRIDOR

1. PORTABLE NEGATIVE AIR MACHINED SCRUBBER, 50-1000 CFM AIR FLOW VESTIBULE, SPEED CONTROL, HEPA FILTRATION 99.97% AT 0.3 MICRONS WITH THE FOLLOWING

REQUIREMENTS:

120V

INDICATOR LIGHTS FOR PRE-FILTER AND HEPA FILTER CHANGE· UL LISTED

12" INLET AND 12" OUTLET 50-1000 CFM VARIABLE SPEED

RATED FOR LCRA COMPLIANCE LEVEL IV.

COMPLY WITH ASHRAE STANDARD 170 VENTILATION OF HEALTHCARE FACILITIES. FLEX DUET TO COR APPROVED BUILDING SYSTEM OR EXTERIOR. REFER TO MAXIMUM PERMISSIBLE NOISE LEVEL - 69 db

2. CONSTRUCTION ACTIVITY CONTAINMENT SYSTEM TO COMPLY WITH THE FOLLOWING REQUIREMENTS:

ONE HOUR FIRE RATED AND LISTED ASSEMBLY AT EXISTING 1 HOUR RATED WALL LOCATIONS

FLOOR TO CEILING AIR TIGHT BARRIER

LCRA CLASS IV RATING

ASTM E-84 CLASS A FLAME SPREAD RATING

STE SOUND SEPARATION 32

BASIS OF DESIGN STARC SYSTEM 887-959-3554 OR APPROVED EQUAL

3. THIS DRAWING INDICATES A TYPICAL CONCEPTUAL LAYOUT FOR INFECTION CONTROL AND CONSTRUCTION DEBRIS CONTROL AT EACH TR LOCATION. FILED VERIFY THE EXACT CONDITIONS BEFORE ERECTION OF TEMPORARY BARRIERS TO ENSURE CONSTRUCTION ACCESS AND TO LIMIT CHANGES DURING CONSTRUCTION.

4. A NEGATIVE PRESSURE INSIDE OF THE BARRIER SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT CONSTRUCTION.

5. TEMPORARY CONSTRUCTION BARRIERS ARE REQUIRED TO BE INSTALLED DURING THE CONSTRUCTION. WITH BUILDING TEMPORARY CONSTRUCTION, ALL ELEMENTS SHALL MEET THE SAME FIRE RATING AS WOULD THE PERMANENT PARTITION. IN LIEU OF RUNNING RATED WALLS OF TEMPORARY BARRIER DIRECTLY TO CEILING, RATED ASSEMBLY WILL BE CONTINUOUS FROM FLOOR TO CEILING BY REQUIRING BARRIER TO INCLUDE RATED LID/CEILING PROPERLY ATTACHED TO THE EXISTING WALL, WITH ALL PENETRATIONS

THROUGH THE TEMPORARY CONSTRUCTION BARRIER APPROPRIATELY FIRE STOPPED.

6. 36" X 36" CLEAN ROOM STICKY MAT.

7. SEE SPECIFICATION SECTION 01-35-26 SAFETY REQUIRENMENTS.

8. CONTAINMENT SYSTEM TO INCLUDE ALL EXISTING CORRIDOR WALL AREA, FLOOR AREA, AND CEILING AREA AFFECTED BY THE WORK.

9. MAKE UP AIR INTAKE WITH FUSIBLE LINK, 1 HOUR RATED DAMPER FOR RATED WALL LOCATIONS. LOCATE ABOVE EXISTING CORRIDOR CEILING. COVER ALL RETURNS AT THE

GRATE/DIFFUSERS

10. NEGATIVE PRESSURE AIR METER W/LOG

THIS CONTRACT REQUIRES A BROAD SCOPE OF WORK THROUGHOUT THE CAMPUS. SOME BUILDINGS DEPENDING ON THE RISK GROUP AND CONSTRUCTION ACTIVITY TYPE SHALL REQUIRE A CLASS IV ICRA. OTHER BUILDINGS MAY BE CONSIDERED CLASS III, MINIMUM, DEPENDING ON THE RISK GROUP AND CONSTRUCTION ACTIVITY TYPES. PRIOR TO WORK IN EACH BUILDING THE CONTRACTOR SHALL COORDINATE WITH THE C.O.R., INFECTION CONTROL OFFICER, AND INDUSTRIAL HYGIENIST TO REVIEW A BUILDINGS FUNCTION, WORK GROUP TYPES, CONSTRUCTION ACTIVITIES, AND DETERMINE AN EXACT ICRA CLASSIFICATION FOR THAT SPACE.

CONTRACTORS SHALL PROVIDE WORK ENCLOSURES FOR CONSTRUCTION ACTIVITIES IN SPECIFIC AREAS, WHICH WILL BE DETERMINED BY COORDINATION MEETINGS BETWEEN THE GENERAL CONTRACTOR AND THE COR THESE WORK ENCLOSURES SHALL HAVE HEPA FILTRATION TO PROVIDE A NEGATIVE AIR ENVIRONMENT WITHIN THE ENCLOSURE.

IC/CN BARRIERS SHALL BE SHOWN ON SUBMITTAL "INFECTION CONTROL PLAN(S)" AND MUST BE COR APPROVED BEFORE ERECTION/INSTALLATION.

M

IN

11.

12.

13.

SPRINKLER SYSTEM TO REMAIN

FIRE EXTINGUISHER ON PORTABLE FLOOR BRACKET (ILSM MAY REQUIRE MORE THAN ONE BOTTOM OF EXTINGUISER MUST BE AT LEAST 4" OFF THE FLOOR

POST ICRA, ILSM, FIRE INSPECTION SHEETS VISIBLE TO PUBLIC - SEE ELEVATION B6, THIS SHEET

HEPA NEGATIVE AIR UNIT CHANGE FILTER AS NECCESSARY. WEEKLY CHANGED ( OR MORE AS NEEDED) PRE-FILTERED.

4 11

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

FLS

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

STAMP

LOCATION

''1

CONSULTANTS

GDM of Oregon

1000 W. STEUBEN ST., UNIT 3

BINGEN, WA 98605

P: 541.436.4723

ADAM GODDIN, PE

WWW.GDM-AE.COM

FOR OFFICIAL USE ONLY (FOUO)

04-25-2023

FULLY

SPRINKLED

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

10% BASIS OF DESIGN 07.08.2022

35% SCHEMATIC DESIGN 11.10.2022

65% DESIGN DEVELOPMENT 01.13.2023

95% CONSTRUCTION DOCUMENTS 03.17.2023

100% FINAL BID DOCUMENTS 04.25.2023

A u to d e s k D o c s

/2 -0

N e w O rl e a n s

E H

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/2 -0

N

O L A

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C o n c o u rs e

A rc h

P ro d u c ti o n -R

.r v t

000-AJ-604

TYPICAL INFECTION CONTROL

ES BS

VA NEW ORLEANS (EHRM) ELECTRONIC

HEALTH RECORD MODERNIZATION

INFRASTRUCTURE UPGRADES

2400 CANAL STREET, NEW ORLEANS, LA 70119

100% FINAL BID

DOCUMENTS

629-22-700

1/4" = 1'-0"B1

TEMPORARY WALL CONSTRUCTION ELEVATION

1 1/2" = 1'-0"B5

TEMPORARY INFECTION CONTROL BARRIER WALL

1 1/2" = 1'-0"B3

TEMPORARY 1 HR RATED BARRIER WALL - NFPA 241

3/4" = 1'-0"F1

INFECTION CONTROL PLAN TYP.

N.T.SB6

ELEVATIONS

FINISH CODE FINISH TYPE MANUFACTURER MODEL NUMBER COLOR COMMENTS

DOOR FINISHES SPEC SECTION 08 14 16

D WD-1 _DOOR FINISHES SPEC SECTION 08 14 16 BROOKSIDE VENEERS BROOKLINE RIFT WHITE OAK 112-00/Y-17

POLYURETHANE CLEAR FINISH, STAINED TO

MATCH ARCHITECT'S CONTROL SAMPLE

TYP WOOD VENEER FOR DOORS UNO; GRAIN TO BE

ORIENTED VERTICALLY; STAINED WITH GOLDEN OAK'

SHERWIN-WILLIAMS MINWAX WOOD FINISH

DOOR FINISHES SPEC SECTION 09 91 00

D HM-1 _DOOR FINISHES SPEC SECTION

HOLLOW METAL DOORS & FRAMES PAINTED

TO MATCH ADJACENT WALL

PAINT DOOR & FRAME TO MATCH

ADJACENT WALL

HOLLOW METAL DOORS

CABINET PULL

H-1 CABINET PULL

EPCO - ENGINEERED

PRODUCT CO

AS53-96-SS STAINLESS STEEL BAR PULL OVERALL LENGTH +/-4 1/2"

MOUNTS HORIZONAL AT CABINET DOORS, CASEWORK AT

PUBLIC AREAS AND PATIENT ROOMS

PLASTIC LAMINATE

PLAM-1 PLASTIC LAMINATE

LAMINART

PEARLESENCE

PEARLSENCE 2421T SNOWCAP FIELD VERIFY COLOR

SOLID SURFACE

S-1 SOLID SURFACE DUPONT CORIAN CORIAN 1/2" THICK SOLID SURFACE GLACIER WHITE TYPICAL SOLID SURFACE CONTERTOP

SHEET VINYL

SV-1 SHEET VINYL MANNINGTON BIOSPEC MD 2.03MM HEAT-WELDED 15162 ECRU

SV-2 SEPRUTE SPEC SECTION 09 65 36 STATIC DISSIPATIVE RESILIENT FLOORING

SHEET VINYL WELDING ROD

WR-1 SHEET VINYL WELDING ROD MANNINGTON BIOSPEC MD 15246 BRIGHT WHITE

INTEGRATE BASE

ICB-6 INTEGRAL BASE INTEGRAL BASE 6"

ACOUSTICAL CEILING TILE SPEC SECTION 09 51 00

AT-1

ACCOUSTICAL CEILING TILE SPEC

SECTION 09 51 00

ARMSTRONG WHITE MATCH EXISTING

PAINT

P-1 PAINT BENJAMIN MOORE MATCH EXISTING

CORNER GUARD

CG-1 CORNER GUARD KOROSEAL

KOROGARD WALL PROTECTION GS35 16GA

SS FULL HEIGHT CORNER GUARD (L-SHAPE

WITH 3 1/2" WING SIZE)

SST ADHERED

WALL PROTECTION

PWC-1 WALL PROTECTION C-S GROUP

CS ACROVYN HIGH IMPACT WALLCOVERING,

0.040" THICK, TEXTURE; SUEDE

949 WHITE TO MATCH P-1

RUBBER BASE SPEC SECTION 09 65 13

RB-1 RUBBER BASE SPEC SECTION 09 65 13 JOHNSONITE 4" COVE BASE #179 STEEL TO BE USED AT SHEET AND VCT FLOORING

Hardware Set #1

2 HINGE 3CB1HW 4 1/2 X 4 1/2 652 IV 1015

1 ELEC HINGE T4A3786 - QC8 4 1/2 X 4 1/2 ( BY OTHERS) SA 8002

1 WIRE HARNESS X 15' BY OTHERS XX 8005

1 WIRE HARNESS X 30" BY OTHERS XX 8010

1 ELEC LOCKSET ML20905 M92 ( BY OTHERS ) CR 8200

1 MORT CYLINDER C987H-11 630 FL 2005

1 PERM CORE 80-037 626 SC 2000

1 CLOSER

SC61-RW\PA SLIM DEL SNB (C02021,PT4D,

PT4F, PT4D)

689 FL 4005

1 STOP WS406CVX (L02101) 630 IV 6000

17 LA GASKET 5050W WHT NA 7000

1 POWER SUPPLY BY OTHERS XX 8300

1 CARD READER BY OTHERS XX 8500

1 DR POSSITION SWITCH 679-05HM (BY OTHERS) SC 8505

Hardware Set #2

RELOCATE 1 CONT HINGE E-705 X 83" (A51031B) 630 IV 1200

RELOCATE 1 KEYPAD LOCK E-CO-100-MS-70-KP-TLR-G D-ICX RH 626 SC 2200

RELOCATE 1 PERM CORE E-80-037 626 SC 2000

RELOCATE 1 CLOSER

E-SC61-RW/PA SLIM DEL SNB

(C02011,PT4D, PT4F, PT4H)

689 FL 4000

RELOCATE 1 ARMOR PLATE E-K1050-10 X 21 1/2 B4E (J102) 630 RO 5170

NEW 1 STOP N-WS406CVX (L02101 630 IV 6000

NEW 18 LF GASKET N-5050W WHT NA 7000

Hardware Set #3

NEW PEMCO 7/8" SWEEP 307AV48 3/4" ALUMN

NEW 18 LF GASKET N-5050W WHT NA 7000

V A

R

IE

S S

E E

D E

T A

IL

S

S E

E S

C H

E D

U

LE

VARIES2" 2"

DOOR TYPES

FRAME TYPES

1. HOLLOW METAL

1. HOLLOW METAL

2. WOOD SOLID

CORE DOOR

VARIES

1/2 "1/2 "

2" 5 / 8

5"

PAINTED

HOLLOW METAL

FRAME

WALL TYPE AS

SCHEDULED

DOUBLE STUD AT

JAMB

DOOR AS

SCHEDULED

(FOS)

5"- 1/2"

HOLLOW

METAL FRAME

HEADER STUDS

(FOS)

10 1/2 "

4"

8"

4"

1'-0"

ROOM NUMBER: 11/2" HIGH

TACTILE RAISED WITH

BRAILLE

HELVETICA NEUE

55 ROMAN

3/4" PRINTED

MESSAGE HELVETICA

NEUE

55 ROMAN

TELECOMMUNICATIONS

120V POWER

DOOR POWER SUPPLY

ON SIDE-B (SECURE SIDE),

EXACT LOCATION VARIES.

(1) 3/4" RSC CONNECTION

TO FIRE ALARM (IF REQUIRED)

DOOR FRAME

CARD READER BACK

BOX (4" x 2" x 2")

ON SIDE-A (NON-

SECURED)

ELECTRIC MORTISE

DOOR FRAME

FF

SIDE-B (SECURED)

SIDE-B (SECURED)

SIDE-A (NON-

SECURED)

4" x 4" x 3" PULL BOX

CONNECT TO DCP ON SIDE-B

(SECURE SIDE)

FF FF

FF

SIDE-A (NON-SECURED)

CR

3"

CARD READER

CONNECT TO

DCP

ON SIDE-A (NON

SECURE SIDE)

3" TO EDGE

CR CARD READER

ON SIDE-A

(NON-SECURE SIDE)

D O

O R

H E

IG

H

T A

S P

E R

D O

O R

S C

H E

D U

L E

M A

X

T O

T O

P

(1) 1/2" CONDUIT WITH

24 AWG CABLE

ELECTRIC

TRANSFER

HINGE

1/2" CONDUIT ROUTED TO DOOR

FRAME, PROVIDE PLASTIC

BUSHING AT END OF CONDUIT

(1) 1" CONDUIT TO

NEXT DOOR

(1) 1" CONDUIT TO NEXT

DOOR OR ACCESS PANEL

PS

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

FLS

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

STAMP

LOCATION

''1

CONSULTANTS

GDM of Oregon

1000 W. STEUBEN ST., UNIT 3

BINGEN, WA 98605

P: 541.436.4723

ADAM GODDIN, PE

WWW.GDM-AE.COM

FOR OFFICIAL USE ONLY (FOUO)

04-25-2023

FULLY

SPRINKLED

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

10% BASIS OF DESIGN 07.08.2022

35% SCHEMATIC DESIGN 11.10.2022

65% DESIGN DEVELOPMENT 01.13.2023

95% CONSTRUCTION DOCUMENTS 03.17.2023

100% FINAL BID DOCUMENTS 04.25.2023

A u to d e s k D o c s

/2 -0

N e w O rl e a n s

E H

R M

/2 -0

N

O L A

E H

R M

C o n c o u rs e

A rc h

P ro d u c ti o n -R

.r v t

000-AJ-605

DOOR SCHEDULE, INFORMATION &

DETAILS

ES BS

VA NEW ORLEANS (EHRM) ELECTRONIC

HEALTH RECORD MODERNIZATION

INFRASTRUCTURE UPGRADES

2400 CANAL STREET, NEW ORLEANS, LA 70119

100% FINAL BID

DOCUMENTS

629-22-700

Door & Frame Schedule

NUMBER

DOOR FRAME Door Hardw are Group

FIRE

RATING REMARKS

SIZE

TYPE

MA

T

DETAILS

TYPE MATWIDTH HEIGHT THK HEAD JAMB

1B179 3' - 0" 7' - 0" 1 3/4" 2 WD D9/ 000-AJ-605 B9/000-AJ-605 1 HM 1 BLDG B

1C228 3' - 0" 7' - 0" 1 3/4" 2 WD D9/ 000-AJ-605 B9/000-AJ-605 1 HM 1 BLDG C

1H211 3' - 0" 7' - 0" 1 3/4" 2 WD D9/ 000-AJ-605 B9/000-AJ-605 1 HM 1 BLDG H

1K103 3' - 6" 7' - 0" 1 3/4" HM EXISTING EXISTING HM 3 BLDG K

1K104 3' - 6" 7' - 0" 1 3/4" HM EXISTING EXISTING HM 3 BLDG K

1L107 3' - 6" 7' - 0" 1 3/4" HM EXISTING EXISTING HM 3 BLDG L

1L110 3' - 6" 7' - 0" 1 3/4" HM EXISTING EXISTING HM 3 BLDG L

2B155D 3' - 2" 7' - 0" 1 3/4" 1 HM D9/ 000-AJ-605 B9/000-AJ-605 1 HM 2 45 min BLDG B

2B155E 3' - 2" 7' - 0" 1 3/4" 1 HM D9/ 000-AJ-605 B9/000-AJ-605 1 HM 2 45 min BLDG B

2B161A 3' - 0" 7' - 0" 1 3/4" 2 WD D9/ 000-AJ-605 B9/000-AJ-605 1 HM 1 BLDG B

2C152A 3' - 0" 7' - 0" 1 3/4" 2 WD D9/ 000-AJ-605 B9/000-AJ-605 1 HM 1 BLDG C

2C152B 3' - 2" 7' - 0" 1 3/4" 1 HM D9/ 000-AJ-605 B9/000-AJ-605 1 HM 1 45 min BLDG C

2C152C 3' - 2" 7' - 0" 1 3/4" 1 HM D9/ 000-AJ-605 B9/000-AJ-605 1 HM 2 45 min BLDG C

3B155D 3' - 2" 7' - 0" 1 3/4" 1 HM D9/ 000-AJ-605 B9/000-AJ-605 1 HM 2 45 min BLDG B

3B155E 3' - 2" 7' - 0" 1 3/4" 1 HM D9/ 000-AJ-605 B9/000-AJ-605 1 HM 2 45 min BLDG B

3B161A 3' - 0" 7' - 0" 1 3/4" 2 WD D9/ 000-AJ-605 B9/000-AJ-605 1 HM 1 BLDG B

3C152A 3' - 0" 7' - 0" 1 3/4" 2 WD D9/ 000-AJ-605 B9/000-AJ-605 1 HM 1 BLDG C

3C152B 3' - 2" 7' - 0" 1 3/4" 1 HM D9/ 000-AJ-605 B9/000-AJ-605 1 HM 2 45 min BLDG C

3C152C 3' - 2" 7' - 0" 1 3/4" 1 HM D9/ 000-AJ-605 B9/000-AJ-605 1 HM 2 45 min BLDG C

3D101-E 3' - 0" 7' - 0" 1 3/4" 1 HM D9/ 000-AJ-605 B9/000-AJ-605 1 HM 1 45 min BLDG D

3H130A 3' - 0" 7' - 0" 1 3/4" 2 WD D9/ 000-AJ-605 B9/000-AJ-605 1 HM 1 BLDG H

4B155D 3' - 2" 7' - 0" 1 3/4" 1 HM D9/ 000-AJ-605 B9/000-AJ-605 1 HM 2 45 min BLDG B

4B155E 3' - 2" 7' - 0" 1 3/4" 1 HM D9/ 000-AJ-605 B9/000-AJ-605 1 HM 2 45 min BLDG B

4B161A 3' - 0" 7' - 0" 1 3/4" 2 WD D9/ 000-AJ-605 B9/000-AJ-605 1 HM 1 BLDG B

4H130A 3' - 0" 7' - 0" 1 3/4" 2 WD D9/ 000-AJ-605 B9/000-AJ-605 1 HM 1 BLDG H

1/4" = 1'-0"C6

DOOR TYPES

3" = 1'-0"B9

TYPICAL DOOR JAMB

3" = 1'-0"D9

TYPICAL DOOR HEAD

1 1/2" = 1'-0"E9

SIGN DETAIL

12" = 1'-0"E6

TR SINGLE DOOR SECURITY HARDWARE AND ACCESS CONTROL

DRAWING NO.

PROJECT TITLE

FLS

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

STAMP

LOCATION

''1

CONSULTANTS

GDM of Oregon

1000 W. STEUBEN ST., UNIT 3

BINGEN, WA 98605

P: 541.436.4723

ADAM GODDIN, PE

WWW.GDM-AE.COM

FOR OFFICIAL USE ONLY (FOUO)

04-25-2023

FULLY

SPRINKLED

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

10% BASIS OF DESIGN 07.08.2022

35% SCHEMATIC DESIGN 11.10.2022

65% DESIGN DEVELOPMENT 01.13.2023

95% CONSTRUCTION DOCUMENTS 03.17.2023

100% FINAL BID DOCUMENTS 04.25.2023

A u to d e s k D o c s

/2 -0

N e w O rl e a n s

E H

R M

/2 -0

N

O L A

E H

R M

C o n c o u rs e

A rc h

P ro d u c ti o n -R

.r v t

000-AJ-606

ICRA CLASSIFICATION PROCESS

ES BS

VA NEW ORLEANS (EHRM) ELECTRONIC

HEALTH RECORD MODERNIZATION

INFRASTRUCTURE UPGRADES

2400 CANAL STREET, NEW ORLEANS, LA 70119

100% FINAL BID

DOCUMENTS

629-22-700

NOTE: ALL WORK TO BE CONDUCTED IN ALL AREAS DESIGNATED IN SCOPES, REFER TO TABLES BELOW. ALL AREAS OF WORK AS INDICATED IN DRAWINGS, IS TO BE COORDINATED SEVEN DAYS AHEAD OF SCHEDULE WORK WITH INFECTION PREVENTION STAFF AND C.O.R.