36C25621R0148 Drawings .pdf

DRAWING LIST

1i

0 GRID / COLUMN LINE DESIGNATOR

EQUIPMENT NUMBER

DOOR NUMBER

Ga5xFB1

WALL TYPE

WINDOW TYPE

ROOM NAME

101 ROOM NAME / NUMBER

REVISION TAG

PLAN NORTH

NORTH ARROW WITH TRUE

NORTH INDICATION

EGRESS ROUTE ID AND

SECTION LENGTH

ROOM

ROOM OCCUPANCY

150 SF

EGRESS : EGRESS ID

Egress Length

ROOM OCCUPANCY & AREA

ELEVATION NUMBER

SECTION

INTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

Name Elevation FLOOR LEVEL &

NAME

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

SHEET KEYNOTE

A101

SIM

EXTERIOR ELEVATION

A-101

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

INDEX OF DRAWINGS

202-A101

DISCIPLINE:

G - GENERAL INFORMATION

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURE

P - PLUMBING

M - MECHANICAL

E - ELECTRICAL

T - TELECOM

Q - FOOD SERVICE

SHEET TYPE

DESIGNATOR

VICINITY MAP

PROJECT TEAMBUILDING SUMMARY

PROJECT INFORMATION

THE SCOPE OF THE PROJECT IS TO PROVIDE ALL CONSTRUCTION NECESSARY TO ACCOMPLISH THE CONVERSION OF THE

EXISTING LAUNDRY TO A LAUNDRY DISTRIBUTION STORAGE FACILITY.

ANNOTATION DRAWING SYMBOLSGENERAL NOTES

PROJECT NAME: CONVERT ALEXANDRIA LAUNDRY TO DISTRIBUTION STORAGE

PROJECT NUMBER: 502-17-300

PROJECT LOCATION: 2495 SHREVEPORT HIGHWAY PINEVILLE, LA 71360

PROJECT PURPOSE/USE: THE CONVERSION OF THE EXISTING LAUNDRY TO A DISTRIBUTION STORAGE.

BUILDING AREA:

FIRST FLOOR: 12,469 GSF

BASEMENT (RENOVATION AREA): 1,176 GSF

TOTAL: 13,645 GSF

BUILDING NUMBER

1. THESE DRAWINGS SHALL BE USED ONLY FOR THIS SPECIFIC PROJECT/SITE

LOCATION. THESE DRAWINGS ARE A COMPOSITE SET OF CONTRACT DOCUMENTS

AND SHALL NOT BE SEPARATED FOR DISTRIBUTION. THE GC SHALL REVIEW ALL

DRAWINGS AND PROVIDE/DISTRIBUTE THE ENTIRE SET TO EACH

SUBCONTRACTOR.

2. THE GC SHALL VISIT THE SITE TO INSPECT EXISTING CONDITIONS AND VERIFY

WORK BEING PERFORMED BEFORE SUBMITTING COST QUOTATIONS FOR WORK.

3. NOTIFY THE ARCHITECT PROMPTLY OF ANY ERRORS, OMISSIONS,

INCONSISTENCIES, DISCREPANCIES AND CONFLICTS WITHIN THE CONTRACT

DOCUMENTS AND ITS ASSOCIATED FIELD/PROJECT CONDITIONS SO THAT A

RESOLUTION CAN BE PROVIDED PRIOR TO CONTINUING WITH WORK.

4. DO NOT SCALE THE DRAWINGS. REQUEST ANY MISSING DIMENSIONS FROM THE

ARCHITECT.

5. ALL WORK PERFORMED SHALL BE IN STRICT COMPLIANCE WITH GOVERNING

FEDERAL, STATE AND LOCAL BUILDING CODE REQUIREMENTS, SHALL BE

EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS, AND SHALL

CONFORM TO SPECIFIC REGULATIONS AS MANDATED BY THE OWNER, THE

ARCHITECT, AND THE AUTHORITIES HAVING JURISDICTION. THE GENERAL

CONTRACTOR IS RESPONSIBLE FOR ANY FEES ASSOCIATED WITH PROCURING

SUCH PERMITS AND CERTIFICATES AND SHALL FURNISH COPIES OF PERMITS,

INSPECTIONS, AND CERTIFICATES TO THE OWNER.

6. THE GENERAL CONTRACTOR SHALL COORDINATE ALL WORK TO MINIMIZE

DISRUPTION OF OF ANY EXISTING TENANTS OR BUILDING OPERATIONS. THE

GENERAL CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT

BUILDING OCCUPANTS, MATERIALS, AND EXISTING CONSTRUCTION THROUGHOUT

ALL PHASES OF CONSTRUCTION. DAMAGE TO EXISTING-TO-REMAIN

CONSTRUCTION OR EQUIPMENT SHALL BE RESTORED TO ORIGINAL CONDITION AT

THE CONTRACTOR'S EXPENSE.

7. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE

JOB SITE ON A DAILY BASIS.

8. ANY REQUESTS FOR SUBSTITUTIONS OF ANY SPECIFIED ITEM ARE TO BE

SUBMITTED TO THE ARCHITECT IN WRITING AND WILL BE CONSIDERED ONLY IF THE

ALTERNATE PROPOSED IS PROVEN TO BE ADVANTAGEOUS TO THE OWNER WITH

RESPECT TO DELIVERY DATE, QUALITY, OR COST.

9. THE MEANS AND METHODS OF CONSTRUCTION, AND TEMPORARY STRUCTURES

AND FACILITIES, ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE

ARCHITECT DOES NOT ASSUME ANY RESPONSIBILITY FOR THE CONTRACTOR'S

MEANS AND METHODS OR FOR TEMPORARY STRUCTURES.

10. DEMOLITION OF EXISTING STRUCTURES IS THE RESPONSIBILITY OF THE GENERAL

CONTRACTOR. THE CONTRACTOR SHALL EMPLOY ENGINEERING EXPERTISE AS

NEEDED TO ASSIST IN DEMOLITION.

11. JOB SITE SAFETY AND SECURITY ARE THE SOLE RESPONSIBILITY OF THE GENERAL

CONTRACTOR. THE GENERAL CONTRACTOR SHALL CONSULT WITH LOCAL FIRE

AUTHORITIES TO ASCERTAIN REQUIREMENTS FOR FIRE SUPPRESSION AND

SAFETY DURING CONSTRUCTION. THE GENERAL CONTRACTOR IS SOLELY

RESPONSIBLE FOR MEETING OSHA REGULATIONS DURING CONSTRUCTION.

12. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR STORAGE AND

PROTECTION OF BUILDING MATERIALS, AND INSTALLED CONSTRUCTION, FROM

INCLEMENT WEATHER, THEFT, AND OTHER HAZARDS.

A101

A101

SCOPE OF WORK SUMMARY:

SHEET NUMBER

WITHIN SERIES

ALTERNATE INDEX

DEDUCT ALTERNATE 1 SEE SHEET MD-100

0' 1'

6" 3"

1'

Gr ap hi c S ca le

: 1 /2"

1'-

0"

0' 4"

8" 1'

2'

Gr ap hi c S ca le

: 3 /32

1'

-0

0'

8' Gr ap hi c S ca le : 1

/16

1' -0

0' 8'

4' Gr ap hi c S ca le

: 1 /8"

1'-

0"

0' 2'

1' 4'

Gr ap hi c S ca le

: 1 /4"

1'-

0"

0' 2'

1' 4'

Gr ap hi c S ca le

: 3 /8"

1'-

0"

0' 2'

4' 1' Gr ap hi c S ca le : 1

/2"

1'- 0"

0' 1'

2' 6"

Gr ap hi c S ca le

: 3 /4"

1'-

0"

0' 1'

2' 6"

Gr ap hi c S ca le

: 1

1' -0

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

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PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

A/E:Consultant:

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SHEET INDEX & GENERAL INFORMATION

GC TLZ

Sprinklered

ALEXANDRIA, LA

10/30/2020

ALEXANDRIA,

LA

G-00116-

502-17-300

PROJECT NUMBER - 502-17-300

RCC CONTRACT NUMBER - 36C25618C0170

RCC PURCHASE ORDER NUMBER - 502-C84108

CONVERT ALEXANDRIA

LAUNDRY TO DISTRIBUTION

STORAGE

CONSTRUCTION DOCUMENTS CONVERT ALEXANDRIA

LAUNDRY TO DISTRIBUTION

STORAGE

CONSTRUCTION DOCUMENTS

10/30/2020

2495 SHREVEPORT HIGHWAY

PINEVILLE, LA 71360

ARCHITECT:

Romanyk Consulting 3308 Preston Road, Suite 350-164 Plano, TX 75093

Rebecca Olson rebecca.olson@romanykconsulting.com

855.424.3838 ext.302

MECHANICAL/ELECTRICAL/

PLUMBING/FIRE ENGINEER:

Schwab-Alexlaund 315 Arden Avenue, Suite 26, Glendale, CA 91203

Varinder Bajaj-Project Manager MEP/Fire Vbajaj@schwabeng.com

Saeid Hashemi-Sr. Mechanical Engineer shashemi@schwabeng.com

OWNER:

Network Contracting Office 16 Construction Team A Alexandria VA Health Care System 2495 Shreveport Hwy, 71N Pineville, LA 71360

JB Herbst-Contracting Specialist 318-466-2236

318-483-5063 (FAX)

SHEET # SHEET TITLE

MECHANICAL

M-001 MECHANICAL FRONT SHEET

M-100 MECHANICAL SCHEDULES

M-101 MECHANICAL SCHEDULES

M-102 MECHANICAL SCHEDULES

M-200 MECHANICAL DETAILS

M-201 MECHANICAL DETAILS

M-202 MECHANICAL DETAILS

M-203 MECHANICAL DETAILS

M-204 MECHANICAL AHU SECTION DETAILS

M-300 MECHANICAL CALCULATIONS

MD-100 MECHANICAL BASEMENT DEMOLITION PLAN

MD-101 MECHANICAL FIRST FLOOR DEMOLITION PLAN

MD-102 MECHANICAL ROOF DEMOLITION PLAN

MH-102 MECHANICAL ROOF PLAN

MH-101 MECHANICAL FIRST FLOOR PLAN

MH-200 MECHANICAL FIRST FLOOR ZONING PLAN

MI-100 MECHANICAL CONTROLS

MI-101 MECHANICAL CONTROLS

MP-100 MECHANICAL BASEMENT PIPING PLAN

MP-101 MECHANICAL FIRST FLOOR PIPING PLAN

MPD-101 MECHANICAL FIRST FLOOR DEMOLITION PIPING PLAN

ELECTRICAL

E-001 ELECTRICAL FRONT SHEET

E-002 ELECTRICAL SYMBOLS AND LEGENDS

E-003 SINGLE LINE DIAGRAM

E-004 PANEL SCHEDULE

E-100 BASEMENT NEW PLAN

ED-100 BASEMENT DEMO POWER / FIRE ALARM PLAN

ED-101 LIGHTING DEMOLITION PLAN

ED-102 POWER DEMOLITION PLAN

ED-103 LOW VOLTAGE SIGNAL DEMOLITION PLAN

ED-200 DEMOLITION ROOF PLAN

EL-101 NEW FLOOR LIGHTING PLAN

EP-102 NEW FLOOR POWER PLAN

EP-103 NEW FLOOR POWER PLAN TERMINAL UNITS

ET-103 NEW FLOOR POWER SIGNAL

EY-104 NEW FLOOR AUXILIARY / FIRE PLAN

EP-200 NEW ROOF PLAN

E-300 ELECTRICAL DETAILS

Grand total: 87

SHEET # SHEET TITLE

GENERAL

G-001 SHEET INDEX & GENERAL INFORMATION

G-002 BUILDING CODE

G-101 LIFE SAFETY PLAN

G-102 SITE PLAN

STRUCTURAL

S-001 GENERAL NOTES AND TYPICAL DETAILS

S-201 PLAN AND DETAILS

S-202 ROOF FRAMING PLAN AND DETAILS

ARCHITECTURAL

AD-100 BASEMENT DEMOLITION PLAN

AD-101 FIRST FLOOR DEMOLITION PLAN

AD-102 ROOF DEMOLITION PLAN

A-100 BASEMENT PLAN

A-101 OVERALL FLOOR PLAN

A-102 ENLARGED FLOOR PLAN - AREA 1

A-103 ENLARGED FLOOR PLAN - AREA 2

A-104 ENLARGED FLOOR PLAN - AREA 3

A-105 ROOF PLAN

A-120 FIRST FLOOR REFLECTED CEILING PLAN

A-201 EXTERIOR ELEVATIONS

A-202 BUILDING SECTIONS

A-203 BUILDING SECTIONS

A-300 ENLARGED TOILET AND SHOWER PLANS AND ELEVATIONS

A-301 ENLARGED LAUNDRY ROOM PLAN

A-402 ACCESSIBLE DETAILS

A-403 ACCESSIBLE DETAILS

A-404 ACCESSIBLE DETAILS

A-405 MILLWORK ELEVATIONS

A-407 ENLARGED RAMP AND DOCK PLAN

A-406 MILLWORK SECTIONS

A-408 STAIR & RAMP DETAILS

A-502 WALL TYPES

A-504 METAL STUD DETAILS

A-505 CEILING DETAILS SUSPENDED GYPSUM

A-601 DOOR SCHEDULES

A-602 ROOM FINISH PLANS AND SCHEDULES

FIRE

FPD-101 FIRE PROTECTION DEMOLITION PLAN

FP-001 FIRE PROTECTION GENERAL NOTES AND DETAILS

FP-101 FIRE PROTECTION NEW PLAN

PLUMBING

P-001 PLUMBING FRONT SHEET

P-002 PLUMBING SCHEDULES

P-500 PLUMBING DETAILS

PD-101 PLUMBING DEMOLITION CW AND HW FLOOR PLAN

PD-102 PLUMBING DEMOLITION WASTE AND VENT FLOOR PLAN

PD-103 PLUMBING DEMOLITION BASEMENT PLAN

PD-104 PLUMBING DEMOLITION PLUMBING ROOF PLAN

PP-101 PLUMBING NEW COLD AND HOT WATER FLOOR PLAN

PP-102 PLUMBING NEW WASTE AND VENT FLOOR PLAN

PP-103 PLUMBING NEW PLUMBING ROOF PLAN

PP-104 PLUMBING COLD AND HOT WATER RISER DIAGRAMS

PP-105 PLUMBING WASTE AND VENT RISER DIAGRAMS

Revisions: Date:

Revision 1 1/8/2020

300 GROSS

7 NET

5 NET

15 NET

BUSINESS AREAS 100 GROSS

EXERCISE ROOMS 50 GROSS

INDUSTRIAL AREAS 100 GROSS

KITCHENS, COMMERCIAL 200 GROSS

a

20 NET

50 NET

500 GROSS

a

200e 250b

NOT PERMITTED 250b

B 200 300c

300 400c

NOT PERMITTED

NOT PERMITTED

NOT PERMITTED

NOT PERMITTED

NOT PERMITTED

NOT PERMITTED

75d

100d

150d

175d

200c

IBC CHAPTER 3 - OCCUPANCY CLASSIFICATION:

302 CLASSIFICATION

303.1 ASSEMBLY GROUP

304.1 BUSINESS GROUP B

306.2 FACTORY INDUSTRIAL F-1 MODERATE-HAZARD OCCUPANCY

306.3 FACTORY INDUSTRIAL F-2 LOW-HAZARD OCCUPANCY

311.2 MODERATE-HAZARD STORAGE, GROUP S-1

311.3 LOW-HAZARD STORAGE, GROUP S-2

312 UTILITY AND MISCELLANEOUS GROUP U

IBC CHAPTER 6 - TYPES OF CONSTRUCTION:

Type IA Type IB Type IIA Type IIB Type IIIA Type IIIB Type IV Type VA

Type VB

TABLE 1004.5

MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

ACCESSORY STORAGE AREAS,

MECHANICAL EQUIPMENT ROOM

SEE SECTION 1004.6

FUNCTION OF SPACE OCCUPANT LOAD FACTOR

ASSEMBLY WITH FIXED SEATS

ASSEMBLY WITHOUT FIXED SEATS

CONCENTRATED (CHAIRS ONLY - NOT FIXED)

STANDING SPACE

UNCONCENTRATED (TABLES AND CHAIRS)

EDUCATIONAL

CLASSROOM AREA

SHOPS AND OTHER VOCATIONAL ROOM AREAS

WAREHOUSES

BUILDING CODE 2018

IBC CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS:

TABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREAS

A. SEE THE FOLLOWING SECTIONS FOR GENERAL EXCEPTIONS TO TABLE 503

SECTION 507 UNLIMITED AREA BUILDINGS

507.1 GENERAL. THE AREA OF BUILDINGS OF THE OCCUPANCIES AND CONFIGURATIONS SPECIFIED IN

SECTIONS 507.1 THROUGH 507.12 SHALL NOT BE LIMITED.

507.5 TWO STORY. THE AREA OF A GROUP B, F, M OR S BUILDING NO MORE THAN TWO STORIES ABOVE GRADE PLANE SHALL NOT BE LIMITED WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, AND IS SURROUNDED AND

ADJOINED BY PUBLIC WAYS OR YARDS NOT LESS THAN 60 FEET (18 288 MM) IN WIDTH.

508.3 NONSEPARATED OCCUPANCIES. BUILDINGS OR PORTIONS OF BUILDINGS THAT

COMPLY WITH THE PROVISIONS OF THIS SECTION SHALL BE CONSIDERED AS

NONSEPARATED OCCUPANCIES.

508.3.1 OCCUPANCY CLASSIFICATION. NONSEPARATED OCCUPANCIES SHALL BE

INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH SECTION 302.1. THE

REQUIREMENTS OF THIS CODE SHALL APPLY TO EACH PORTION OF THE BUILDING

BASED ON THE OCCUPANCY CLASSIFICATION OF THE SPACE. IN ADDITION, THE MOST

RESTRICTIVE PROVISION OF CHAPTER 9 WHICH APPLY TO THE NONSEPARATED

OCCUPANCIES SHALL APPLY TO THE TOTAL NONSEPARATED OCCUPANCY AREA.

WHERE NONSEPARATED OCCUPANCIES OCCUR IN A HIGH-RISE BUILDING, THE MOST

RESTRICTIVE REQUIREMENTS OF SECTION 403 WHICH APPLY TO THE

NONSEPARATED OCCUPANCIES SHALL APPLY THROUGHOUT THE HIGH-RISE

BUILDING.

508.3.3 SEPARATION. NO SEPARATION IS REQUIRED BETWEEN NONSEPARATED

OCCUPANCIES.

SECTION 1009 ACCESSIBLE MEANS OF EGRESS

1009.1 ACCESSIBLE MEANS OF EGRESS REQUIRED. ACCESSIBLE MEANS OF EGRESS SHALL

COMPLY WITH THIS SECTION. ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN

ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIRED

BY SECTION 1006.2 OR 1006.3 FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF

THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS.

1009.7 EXTERIOR AREAS FOR ASSISTED RESCUE. EXTERIOR AREA FOR ASSISTED RESCUE SHALL

BE ACCESSED BY AN ACCESSIBLE ROUTE FROM THE AREA SERVED.

WHERE THE EXIT DISCHARGE DOES NOT INCLUDE AN ACCESSIBLE ROUTE FROM AN EXIT

LOCATED ON THE LEVEL TO THE LEVEL OF EXIT DISCHARGE TO A PUBLIC WAY, AN EXTERIOR

AREA OF ASSISTED RESCUE SHALL BE PROVIDED ON THE EXTERIOR LANDING IN ACCORDANCE

WITH SECTIONS 1009.7.1 THROUGH 1009.7.4.

1009.7.1 SIZE. EACH EXTERIOR AREA FOR ASSISTED RESCUE SHALL BE SIZED TO

ACCOMMODATE WHEELCHAIR SPACES IN ACCORDANCE WITH SECTION 1009.6.3

1009.7.4 SEPARATION. EXTERIOR WALLS SEPARATING THE EXTERIOR AREA OF

ASSISTED RESCUE FROM THE INTERIOR OF THE BUILDING SHALL HAVE A MINIMUM

FIRE-RESISTANCE RATING OF 1 HOUR, RATED FOR EXPOSURE TO FIRE FROM THE

INSIDE. THE FIRE-RESISTANCE-RATED EXTERIOR WALL CONSTRUCTION SHALL

EXTEND HORIZONTALLY NOT LESS THAN 10 FEET (93048MM) BEYOND THE

LANDING ON EITHER SIDE OF THE LANDING OR EQUIVALENT FIRE-RESISTANCE-

RATED CONSTRUCTION IS PERMITTED TO EXTEND OUT PERPENDICULAR TO THE

EXTERIOR WALL NOT LESS THAN 4 FEET (1219MM) MINIMUM ON THE SIDE OF THE

LANDING. THE FIRE-RESISTANCE-RATED CONSTRUCTION SHALL EXTEND

VERTICALLY FROM THE GROUND TO A POINT NOT LESS THAN 10 FEET (3048 MM)

ABOVE THE FLOOR LEVEL OF THE AREA FOR ASSISTED RESCUE OR TO THE ROOF

LINE, WHICHEVER IS LOWER. OPENINGS WITHIN SUCH FIRE-RESISTANCE-RATED

EXTERIOR WALL SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716.

EXCEPTION: THE FIRE-RESISTANCE RATING AND OPENING PROTECTIVES

ARE NOT REQUIRED IN THE EXTERIOR WALL WHERE THE BUILDING IS EQUIPPED

THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALL IN ACCORDANCE

WITH SECTION 903.3.1.1 OR 903.3.1.2.

1009.7.5 OPENNESS. THE EXTERIOR AREA FOR ASSISTED RESCUE SHALL BE OPEN

TO THE OUTSIDE AIR. THE SIDES OTHER THAN THE SIDE SEPARATION WALLS

SHALL BE AT LEAST 50 PERCENT OPEN, AND THE OPEN AREA SHALL BE

DISTRIBUTED SO AS TO MINIMIZE THE ACCUMULATION OF SMOKE OR TOXIC

GASES.

1009.7.6 STAIRWAY. STAIRWAYS THAT ARE PART OF THE MEANS OF EGRESS FOR

THE EXTERIOR AREA FOR ASSISTED RESCUE SHALL PROVIDE A CLEAR WIDTH OF

48 INCHES (1219 MM)BETWEEN HAND-RAILS.

EXCEPTION: THE CLEAR WIDTH OF 48 INCHES (1219 MM) BETWEEN HAND-

RAILS IS NOT REQUIRED AT STAIRWAYS SERVING BUILDINGS EQUIPPED

THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN

ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2

SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS:

SECTION 1019.3 ALLOWS FOR OPEN COMMUNICATING STAIR(S) BETWEEN

BOTH FLOORS.***

1020.4 DEAD ENDS. WHERE MORE THAN ONE EXIT OR EXIT ACCESS

DOORWAY IS REQUIRED, THE EXIT ACCESS SHALL BE ARRANGED SUCH THAT

DEAD-END CORRIDORS DO NOT EXCEED 20 FEET (6096 MM) IN LENGTH.

EXCEPTIONS:

2. IN OCCUPANCIES IN GROUPS B, E, F, I-1, M, R-1, R-2, R-4, S AND U,

WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC

SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, THE LENGTH

OF THE DEAD-END CORRIDORS SHALL NOT EXCEED 50 FEET (15 240 MM).

SECTION 1101 GENERAL

1101.1 SCOPE. THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE DESIGN AND CONSTRUCTION

OF FACILITIES FOR ACCESSIBILITY FOR INDIVIDUALS WITH DISABILITIES.

1102.1 DESIGN. BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE

ACCESSIBLE IN ACCORDANCE WITH THIS CODE AND ICC A117.1.

1103.2.9 EQUIPMENT SPACES. SPACES FREQUENTED ONLY BY SERVICE PERSONNEL FOR

MAINTENANCE, REPAIR OR OCCASIONAL MONITORING OF EQUIPMENT ARE NOT REQUIRED TO COMPLY

WITH THIS CHAPTER.

1109.12.1 DRESSING, FITTING AND LOCKER ROOMS. WHERE DRESSING ROOMS, FITTING ROOMS OR LOCKER ROOMS ARE PROVIDED, AT LEAST 5 PERCENT, BUT NOT LESS THAN ONE, OF EACH TYPE OF

USE IN EACH CLUSTER PROVIDED SHALL BE ACCESSIBLE.

TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE

OCCUPANCY WITHOUT SPRINKLER

SYSTEM

(FEET)

WITH SPRINKLER

SYSTEM

(FEET)

A, E, F-1, M, R, S-1 I-1

F-2, S-2, U H-1 H-2 H-3 H-4 H-5

I-2, I-3

ALL CODES SHALL BE THE LATEST PUBLISHED VERSION

BUILDING CODE: 2018 ICC INTERNATIONAL BUILDING CODE ® (IBC)

NFPA 101 LIFE SAFETY CODE

NFPA NATIONAL FIRE CODES WITH EXCEPTION OF NFPA 5000 AND NFPA 900

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS, VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE

PLUMBING CODE: INTERNATIONAL PLUMBING CODE

ELECTRICAL CODE: NATIONAL ELECTRICAL CODE

VA PHYSICAL SECURITY DESIGN MANUAL (PSDM) - JANUARY 2015

**VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN. DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES EVEN IF THE IBC

REQUIREMENTS ARE DIFFERENT).

IBC CHAPTER 10: MEANS OF EGRESS

IBC CHAPTER 11: ACCESSIBILITY

NFPA 101:

SECTIONS 8.6.6 AND 43.10.4.7.1 ALLOW FOR COMMUNICATING STAIR(S) TO BE NON-RATED

AND OPEN TO BOTH FLOORS

STAIRWAYS

(INCHES PER

OCCUPANT)

0.2 a

1005 MEANS OF EGRESS SIZING ILLUSTRATED

OCCUPANCY

WITH SPRINKLER SYSTEM

OCCUPANCIES OTHER THAN H,

AND I-2

OTHER EGRESS

COMPONENTS

(INCHES PER OCCUPANT)

0.15

CONCENTRATED BUSINESS USE AREA SEE SECTION 1004.6

75 75a

Not Permitted

Not Permitted

TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY

MAXIMUM OCCUPANT

LOAD OF SPACE

WITHOUT SPRINKLER

SYSTEM

(feet)

WITH

SPRINKLER

SYSTEM

(feet)

Occupant Load

OL≤30 OL>30

I-3

OCCUPANCY

H-4, H-5 I-1, I-2d, I-4

H-1, H-2, H-3

Ac, E, M B F

R-1 R-2 R-3e

R-4e

Sf

U

Not Permitted Not Permitted Not Permitted Not Permitted Not Permitted Not Permitted Not Permitted

Not Permitted Not Permitted Not Permitted Not Permitted Not Permitted Not Permitted Not Permitted

100a

100a

25b

75b 75a

100a

75a

125a

125a, g

125a, g

100a

75a

1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS

TRAVEL DISTANCE.

TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED

WHERE THE DESIGN OCCUPANT LOAD OR THE COMMON PATH OF EGRESS TRAVEL

DISTANCE EXCEEDS THE VALUE LISTED IN TABLE 1006.2.1. THE CUMULATIVE

OCCUPANT LOAD FROM ADJACENT ROOMS, AREAS OR SPACES SHALL BE

DETERMINED IN ACCORDANCE WITH SECTION 1004.2.

1.THE NUMBER OF EXITS FROM FOYERS, LOBBIES, VESTIBULES OR SIMILAR

SPACES NEED NOT BE BASED ON CUMULATIVE OCCUPANT LOADS FOR AREAS

DISCHARGING THROUGH SUCH SPACES, BUT THE CAPACITY OF THE EXITS FROM

SUCH SPACES SHALL BE BASED ON APPLICABLE CUMULATIVE OCCUPANT LOADS.

I-4 150 200c

200c

1006.3.2 EGRESS BASED ON OCCUPANT LOAD. EACH STORY AND OCCUPIED

ROOF SHALL HAVE THE MINIMUM NUMBER OF SEPARATED AND DISTINCT

EXITS, OR ACCESS TO EXITS, AS SPECIFIED IN TABLE 1006.3.2. A SINGLE EXIT

OR ACCESS TO A SINGLE EXIT SHALL BE PERMITTED IN ACCORDANCE WITH

SECTION 1006.3.3 THE REQUIRED NUMBER OF EXITS, OR EXIT ACCESS

STAIRWAYS OR RAMPS PROVIDING ACCESS TO EXITS, FROM ANY STORY OR

OCCUPIED ROOF SHALL BE MAINTAINED UNTIL ARRIVAL AT THE EXIT

DISCHARGE OR A PUBLIC WAY.

TABLE 1006.3.2 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY

MINIMUM NUMBER OF EXITS OR

ACCESS TO EXITS FROM STORY

OCCUPANT LOAD

PER STORY

1-500

501-1,000

MORE THAN 1,000

BUILDING

A. BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2.

SEE SECTION 903 FOR OCCUPANCIES WHERE AUTOMATIC SPRINKLER SYSTEMS ARE PERMITTED IN ACCORDANCE WITH SECTION 903.3.1.2.

F. THE LENGTH OF COMMON PATH OF EGRESS TRAVEL DISTANCE IN A GROUP S-2 OPEN PARKING GARAGE SHALL BE NOT MORE THAN 100

FEET.

C. BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1.

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

FIRST FLOOR = 7 EXITS

BASEMENT = 2 EXITS

/EXIT ACCESS

BUILDING

FIRST FLOOR

OCCUPANT LOAD: 124

BASEMENT

OCCUPANT LOAD: 11

TOTAL OCCUPANTS: 135

REFERENCE ARCHITECTURAL BARRIERS ACT (ABA)

EXTERIOR WALLS SHALL BE FIRE-RESISTANCE RATED IN ACCORDANCE WITH TABLES

601 AND 602 AND THIS SECTION.

3 A,B

SECTION 601

GENERAL

TABLE 601

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

BUILDING ELEMENT TYPE I

PRIMARY STRUCTURAL FRAME f (See Section 202)

A B

2 A,B

TYPE II

A B A B

TYPE III

HT

TYPE IV TYPE V

A B

BEARING WALLS

EXTERIOR e,f

INTERIOR

NONBEARING WALLS AND PARTITIONS

EXTERIOR

NONBEARING WALLS AND PARTITIONS

INTERIORd

FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY

MEMBERS (See Section 202)

ROOF CONSTRUCTION AND ASSOCIATED SECONDARY

MEMBERS (See Section 202)

3A 2A

2 1 0 2 2 2 1 0

1 B 0 1 B 0 HT 1 B 0

1 01 0 1 0 1/HT

SEE TABLE 602

0 0 0 0 0 0 0 0

SEE SECTION

2304.11.2

HT

HT

2 2 1 0 1

1 1/2,B 1 B,C 1 B,C 0 C 1 B,C

PROJECT SUMMARY:

BUSINESS OCCUPANCY

TYPE V-B CONSTRUCTION

FULLY SPRINKLERED

FLOOR AREA IN SQ. FT PER OCCUPANT = 100

BASEMENT 1,176 S.F. /100 = 11

FIRST FLOOR 12,469 S.F. /100 = 124

TOTAL OCCUPANCY 13,645 S.F. / 1000 = 135

EXIT WIDTH BASEMENT 7 X .2" = 1.4"

EXIT WIDTH FIRST FLOOR 83 X .2" = 16.6"

(EXIT WIDTH IS .15" PER OCCUPANT FOR EGRESS COMPONENT AND .2"

FOR STAIRS IN FULLY SPRINKLED BUILDINGS)

0' 1'

6" 3"

1'

Gr ap hi c S ca le

: 1 /2"

1'-

0"

0' 4"

8" 1'

2'

Gr ap hi c S ca le

: 3 /32

1'

-0

0'

8' Gr ap hi c S ca le : 1

/16

1' -0

0' 8'

4' Gr ap hi c S ca le

: 1 /8"

1'-

0"

0' 2'

1' 4'

Gr ap hi c S ca le

: 1 /4"

1'-

0"

0' 2'

1' 4'

Gr ap hi c S ca le

: 3 /8"

1'-

0"

0' 2'

4' 1' Gr ap hi c S ca le : 1

/2"

1'- 0"

0' 1'

2' 6"

Gr ap hi c S ca le

: 3 /4"

1'-

0"

0' 1'

2' 6"

Gr ap hi c S ca le

: 1

1' -0

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

A/E:Consultant:

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BUILDING CODE

GC TLZ

CONSTRUCTION DOCUMENTS 502-17-300

G-002

CONVERT ALEXANDRIA LAUNDRY

TO DISTRIBUTION STORAGE

ALEXANDRIA, LA

10/30/2020

16-

ALEXANDRIA,

LA

FE

FEC

LIFE SAFETY LEGEND LIFE SAFETY NOTES

FIRE EXTINGUISHER NOTES

FIRE EXTINGUISHER DETAILS

FE

C

FE

C

FEC

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FDC

F

L

L

D

MHO

FACP

FAAP

FIRE DEPARTMENT CONNECTION

EXIT

ILLUMINATED EXIT SIGN

FIRE ALARM - MANUAL PULL STATION

FIRE ALARM - STROBE / CHIME

FIRE ALARM - STROBE

SMOKE DETECTOR

MAGNETIC HOLD OPEN

FIRE ALARM CONTROL PANEL

FIRE ALARM ANUNCIATOR PANEL

EXTERIOR EMERGENCY LIGHTING

PATH OF TRAVEL

X'-X"

EGRESS DIRECTIONAL ARROW

TRAVEL DISTANCE START CIRCLE

XX"

DOOR CLEARANCE IN

INCHES(")

ONE HOUR RATED WALL

1. THIS PLAN IS FOR LIFE SAFETY INFORMATION ONLY.

2. BUILDING IS FULLY SPRINKLERED IN ACCORDANCE WITH NFPA 13

AND IS PROTECTED WITH A SUPERVISED AUTOMATIC SMOKE

DETECTION SYSTEM.

3. WALL TYPES ARE DETAILED ON A-502 AND INDICATED ON THE

DIMENSIONED FLOOR PLAN ON A-102, A-103, & A-104.

4. REFER TO THIS DRAWING FOR MEANS OF EGRESS

5. REFER TO THIS DRAWING FOR DOOR CAPACITIES.

6. FINAL LOCATION OF FAAP PANEL TO BE COORDINATED WITH FIRE

MARSHAL.

1. EXTINGUISHER LEGEND:

10:ABC CLASS DRY CHEMICAL, MULTIPURPOSE EXTINGUISHER

2. EXTINGUISHERS MUST BE LOCATED, INSTALLED, SIZED AND MAINTAINED

ACCORDING TO NFPA 10.

3. EXTINGUISHERS (LESS THAN 40 LBS) MUST BE INSTALLED SO THAT THE HANDLE

OF THE EXTINGUISHER IS NOT MORE THAN 60" ABOVE THE FLOOR.

4. EXTINGUISHERS (OVER 40 LBS) MUST BE INSTALLED SO THAT THE TOP OF THE

EXTINGUISHER HANDLE IS NOT MORE THAN 42" ABOVE THE FLOOR.

5. THERE MUST BE A CLEARANCE OF AT LEAST 4" BETWEEN THE BOTTOM OF THE

EXTINGUISHER AND THE FLOOR.

6. ALL EXTINGUISHERS MUST BE PLACE FACING OUTWARD AND BE PROVIDED WITH

SIGNAGE THAT CAN BE READ FROM 25 FEET AWAY. LOCATE 12" BELOW CEILING

TO TOP OF PLACARD.

7. LOCKED OR BREAK-GLASS TYPE CABINETS ARE NOT ACCEPTABLE. CABINET

DOOR SHALL CLOSE WITH A CATCH OR LATCH MECHANISM. (NFPA-10)

8.

9.

FIRE EXTINGUISHER CABINET

HANDRAIL / CRASHRAIL

HOLD 2" AWAY FROM

EDGE OF CABINET

ELEVATION

PLAN

SIGNAGE (12" BELOW CEILING)

F I R E

F I R E

F I R E

E X T I N G U I S H E R

MAXIMUM

PROJECTION

2"

5' -0

3"

FIRE EXTINGUISHER PER NFPA 13.6.7.3 AND 13.6.7.4

INSTALL PER 13.6.8.1.3.8 = TYPE A WITHIN 75'-0" FOR TOTAL AREA

NOT TO EXCEED 11,250 SQ. FT. PER EXTINGUISHER.

BUILDING DATA:

FIRE RESISTANT CONSTRUCTION/

FIREPROOFING SCHEDULE

ITEM REQUIRED RATING

-EXTERIOR WALLS:

LOAD BEARING

NON LOAD BEARING

-FIRE/PARTY WALLS

(EXISTING)

-SHAFTS

-OCCUPANCY SEPARATION

-INTERIOR WALLS:

LOAD BEARING

NON LOAD BEARING

-COLUMNS

-BEAMS

-FLOOR/CEILING

-ROOF/CEILING

-SMOKE WALLS

-CORRIDOR WALLS

N/A

-STAIR ENCLOSURES 1

CONSTRUCT TO

LIMIT PASSAGE OF

SMOKE

METAL STUD WALL

SYSTEM; SEE WALL

TYPES

FIRE TREATED

WOOD BLOCKING

FIRE TREATED

WOOD BLOCKING

FIRE EXTINGUISHER

CABINET; SEMI

RECESSED; ADJUST

ROUGH OPENING TO

MEET MODEL NUMBER

REQUIREMENTS; SEE

SPECS

NOTE: ALL

PENETRATIONS IN

RATED WALL NEED TO

BE RATED

TOP OF EXTINGUISHER

METAL STUD WALL

SYSTEM; SEE WALL

TYPES

FIRE EXTINGUISHER

CABINET; SEMI

RECESSED, SEE

SPEC

FINISH FLOOR,

SEE

ROOM FINISH

SCHEDULE

FIRE TREATED

WOOD BLOCKING

PROVIDE SEALANT

AROUND CABINET,

TYP.- ALL SIDES

4'

0"

4 5 6 7 8 9 10 112

B

C

A

D

2772 SF

EMERGENCY LINEN STORAGE

105 276 SF

EMS

656 SF

EMERGENCY STORAGE

841 SF

LAUNDRY SUPPORT SPACE

474 SF

BREAKROOM

2459 SF

CLEAN LINEN

823 SF

SOILED LINEN

215 SF

WASH ROOM

103 SF

OFFICE

110F

105 SF

OFFICE

110G

114 SF

ELECTRICAL

326 SF

EQUIPMENT/ BATTERY CHARGING

110C

100 SF

OI&T CLOSET

110B

85 SF

OFFICE

107C

163 SF

CONFERENCE

107B

97 SF

OFFICE

107A

CART WASH/

MAINTENANCE

586 SF

CORRIDOR

TR

AV

EL

D

IS

TA

NC

E

: 5 0'-

0"

TR

AV

EL

D

IS

TA

NC

E

: 7 2'-

6"

TR

AV

EL

D

IS

TA

NC

E

: 1

6"

TR

AV

EL

D

IS

TA

NC

E

: 5 1'

-6

TRAVEL DISTANCE : 65' - 6"

TRAVEL DISTANCE : 57' - 6"

NEW

LANDING

NEW CONCRETE SIDEWALK

EXISTING

CONCRETE

EXISTING

CONCRETE

STOOP

TRAVEL DISTANCE : 66'-0"

203 SF

WOMENS

203 SF

MENS

374 SF

MECH. ROOM

111 SF

PUMP ROOM

EXISTING EXTERIOR COVERED AREA

TRAVEL DISTANCE : 34'-2"

TRAVEL DISTANCE : 39'-6"

TRAVEL DISTANCE : 99'-5"

91 SF

HOUSEKEEPING

110E

99 SF

COPY ROOM

107E

86 SF

OFFICE

107F

EXISTING

STAIRS -

DN

0' 1'

6" 3"

1'

Gr ap hi c S ca le

: 1 /2"

1'-

0"

0' 4"

8" 1'

2'

Gr ap hi c S ca le

: 3 /32

1'

-0

0'

8' Gr ap hi c S ca le : 1

/16

1' -0

0' 8'

4' Gr ap hi c S ca le

: 1 /8"

1'-

0"

0' 2'

1' 4'

Gr ap hi c S ca le

: 1 /4"

1'-

0"

0' 2'

1' 4'

Gr ap hi c S ca le

: 3 /8"

1'-

0"

0' 2'

4' 1' Gr ap hi c S ca le : 1

/2"

1'- 0"

0' 1'

2' 6"

Gr ap hi c S ca le

: 3 /4"

1'-

0"

0' 1'

2' 6"

Gr ap hi c S ca le

: 1

1' -0

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

A/E:Consultant:

Spinklered

BUILDING KEY PLAN

1 2 3

10/30/2020

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LIFE SAFETY PLAN

GC TLZ

CONSTRUCTION DOCUMENTS 502-17-300

G-101

CONVERT ALEXANDRIA LAUNDRY

TO DISTRIBUTION STORAGE

ALEXANDRIA, LA

10/30/2020

16-

ALEXANDRIA,

LA

3/4" = 1'-0"2 FIRE EXTINGUISHER CABINET (F.E.C) PLAN

3/4" = 1'-0"3 FIRE EXTINGUISHER CABINET (F.E.C) SECTION

1/8" = 1'-0"1 LIFE SAFETY PLAN

SITE PLAN LEGEND

EXISTING BUILDING #13 N.I.C.

EXISTING

BUILDING #14 N.I.C.

EXISTING BUILDING #15 N.I.C.

EXISTING

BUILDING

#115 N.I.C.

EXISTING

HELIPORT

2495 SHREVEPORT HIGHWAY

PINEVILLE, LA 71360

BUILDING #16

NEW SIDE WALK

AND ACCESSIBLE

CONCRETE

RAMP. REGRADE

SITE TO

ACCOMODATE

RAMP SLOPE,

AND TO DIRECT

WATER AWAY

FROM RAMP

EXISTING

SLOPING

LANDSCAPING

EXISTING

SLOPING

LANDSCAPING

EXISTING

LANDSCAPING

EXISTING

RETAINING

WALL

EXISTING

STAIRS -

DN

EXISTING

PAVING

EXISTING

LANDSCAPING

EXISTING

PAVING

EXISTING

PAVING

EXISTING PARKING

EXISTING BUILDING #45 N.I.C.

VETERANS LOOP

EXISTING PARKING

EX

IS

TI

N

G P

AR

K

IN

G

EXISTING

DOCK CANOPY

EXISTING

STAIRS -

UP

EXISTING STAIR

TO BASEMENT

EXISTING STAIR

TO BASEMENT

EXISTING

LANDING

EXISTING

LANDING

NEW

LANDING

EXISTING

SIDEWALK

EXISTING

BUILDING

N.I.C.

EXISTING

LANDSCAPING

EXISTING

PAVING

EXISTING

STAIRS -

UP

EXISTING

COOLING

TOWER

EXISTING

TRANSFORMER

NEW

CONCRETE

RETAINING

WALL FOR

RAMP

NEW

CONCRETE

SIDEWALK

BUILDING WORK IN CONTRACT

CONCRETE PAVING IN CONTRACT

LANDSCAPE AREA IN CONTRACT

BUILDINGS NOT IN CONTRACT

0' 1'

6" 3"

1'

Gr ap hi c S ca le

: 1 /2"

1'-

0"

0' 4"

8" 1'

2'

Gr ap hi c S ca le

: 3 /32

1'

-0

0'

8' Gr ap hi c S ca le : 1

/16

1' -0

0' 8'

4' Gr ap hi c S ca le

: 1 /8"

1'-

0"

0' 2'

1' 4'

Gr ap hi c S ca le

: 1 /4"

1'-

0"

0' 2'

1' 4'

Gr ap hi c S ca le

: 3 /8"

1'-

0"

0' 2'

4' 1' Gr ap hi c S ca le : 1

/2"

1'- 0"

0' 1'

2' 6"

Gr ap hi c S ca le

: 3 /4"

1'-

0"

0' 1'

2' 6"

Gr ap hi c S ca le

: 1

1' -0

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

A/E:Consultant:

Spinklered

10/30/2020

BI

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SITE PLAN

GC TLZ

CONSTRUCTION DOCUMENTS 502-17-300

G-102

CONVERT ALEXANDRIA LAUNDRY

TO DISTRIBUTION STORAGE

ALEXANDRIA, LA

10/30/2020

16-

ALEXANDRIA,

LA

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

PLAN NORTH

2'-6" 8"

4d

4d

2 12" MIN.

'D' 'D' 'D' 'D'

SEE SCHEDULE

Ld (INCHES)

BAR DEVELOPMENT LENGTH (Ld) SCHEDULE f'c = 3000 PSI f'c = 4000 PSI

PLAN - OPENING TO 24"

PLAN OPENING 25" TO 60"

TYPICAL CONNECTION

GENERAL NOTES AND

TYPICAL DETAILS

S-001

SCALE

SCALE

SCALE

SCALE

SCALE

SCALE

Gr ap hi c S ca le

: 1 /2"

1'

-0

Gr ap hi c S ca le

: 3 /32

1'

-0

' Gr ap hi c S ca le : 1

/16

1' -0

Gr ap hi c S ca le

: 1 /8"

1'

-0

Gr ap hi c S ca le

: 1 /4"

1'

-0

Gr ap hi c S ca le

: 3 /8"

1'

-0

Gr ap hi c S ca le

: 1 /2"

1'

-0

Gr ap hi c S ca le

: 3 /4"

1'

-0

Gr ap hi c S ca le

: 1

1' -0

Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com

3308 Preston Road, Suite 350-164, Plano, Texas 75093

A/E:

Spinklered

B I M

V

I S

N

A l e x a n d r i a

L u n d r y A l e x a n d r u n d r y r v t

A

M

502-17-300

ALEXANDRIA, LA

10/30/2020

ALEXANDRIA,

LA

Revisions: Date:

315 ARDEN AVE, SUITE 26, GLENDALE, CA 91203

www.schwabeng.com

Project No.: S6223180.00

CONSTRUCTION DOCUMENTS CONVERT ALEXANDRIA LAUNDRY

TO DISTRIBUTION STORAGE

AP HU

" M

IN

4" 4"

8"

1'- 0"

2'-6"

1'- 2"

T

HK

F

TG

4"

3'

MA

X.

8" THK

CONC. WALL

1'- 0"

1'- 0"

2'-0"

8"

4" T

HK

SL

AB

O

N

GR

AD

E

1'- 0"

(E) CONC. WALL

4'- 6"

M

AX

8"

PLAN AND DETAILS

S-201

SCALE

SCALE

SCALE

SCALE

SCALE

SCALE

BUILDING KEY PLAN

1 2 3

SCALE

Gr ap hi c S ca le

: 1 /2"

1'

-0

Gr ap hi c S ca le

: 3 /32

1'

-0

' Gr ap hi c S ca le : 1

/16

1' -0

Gr ap hi c S ca le

: 1 /8"

1'

-0

Gr ap hi c S ca le

: 1 /4"

1'

-0

Gr ap hi c S ca le

: 3 /8"

1'

-0

Gr ap hi c S ca le

: 1 /2"

1'

-0

Gr ap hi c S ca le

: 3 /4"

1'

-0

Gr ap hi c S ca le

: 1

1' -0

Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com

3308 Preston Road, Suite 350-164, Plano, Texas 75093

A/E:

Spinklered

B

V

I S

N

A l e x a n d r u n d r y A l e x a n d r u n d r y r v t

A

M

502-17-300

ALEXANDRIA, LA

10/30/2020

ALEXANDRIA,

LA

Revisions: Date:

315 ARDEN AVE, SUITE 26, GLENDALE, CA 91203

www.schwabeng.com

Project No.: S6223180.00

CONSTRUCTION DOCUMENTS CONVERT ALEXANDRIA LAUNDRY

N

AC

AC

EF

EF4

EF

4 5 6 7 8 9 10 11

B

A

EF

1" MIN.

BUILDING KEY PLAN

ROOF FRAMING PLAN

AND DETAILS

S-202

SCALE

SCALE

SCALE

SCALE

SCALE

Gr ap hi c S ca le

: 1 /2"

1'

-0

Gr ap hi c S ca le

: 3 /32

1'

-0

' Gr ap hi c S ca le : 1

/16

1' -0

Gr ap hi c S ca le

: 1 /8"

1'

-0

Gr ap hi c S ca le

: 1 /4"

1'

-0

Gr ap hi c S ca le

: 3 /8"

1'

-0

Gr ap hi c S ca le

: 1 /2"

1'

-0

Gr ap hi c S ca le

: 3 /4"

1'

-0

Gr ap hi c S ca le

: 1

1' -0

Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com

3308 Preston Road, Suite 350-164, Plano, Texas 75093

A/E:

Spinklered

B

V

I S

N

A l e x a n d r u n d r y A l e x a n d r u n d r y r v t

A

M

502-17-300

ALEXANDRIA, LA

10/30/2020

ALEXANDRIA,

LA

Revisions: Date:

315 ARDEN AVE, SUITE 26, GLENDALE, CA 91203

www.schwabeng.com

Project No.: S6223180.00

CONSTRUCTION DOCUMENTS CONVERT ALEXANDRIA LAUNDRY

GENERAL NOTES: KEY NOTES

STORAGE

B101

STORAGE

B102

EXISTING CRAWL SPACE

EXISTING SLAB ON GRADE

EXISTING CRAWL SPACE

EXISTING CRAWL SPACE

4 5 6 7 8 9 10 112

B

C

1 3

A

D

A-203

A-203

A-202

A-202

A-202

A-202

A-202

A-202

EXISTING

CRAWL SPACE

ACCESS DOOR

ABOVE

EXISTING

CRAWL SPACE

ACCESS DOOR

ABOVE

A-203

A-203

A-203

A-203

1. G.C. SHALL VERIFY DIMENSIONS OF OWNER

FURNISHED EQUIPMENT AND COORDINATE

INSTALLATION WITH ALL TRADES WHERE

REQUIRED.

2. REFER TO FINISH SHEETS FOR PARTITION

PROTECTION INFORMATION INCLUDING BUT NOT

LIMITED TO ALL CORNER GUARD TYPES AND

LOCATIONS.

3. G.C. SHALL INSTALL IN-WALL METAL BACKING FOR

ALL PARTITION-MOUNTED EQUIPMENT,

ACCESSORIES, PARTITION STOPS, ETC.

4. G.C. SHALL INSTALL FIRE-RETARDANT WOOD

BLOCKING WITHIN WALLS BASED ON CASEWORK

ELEVATIONS AND ALL INTERIOR PARTITION

ELEVATIONS.

5. ALL INTERIOR WALLS SHALL RECEIVE

5/8" TYPE 'X' GYPSUM BOARD.

6. G.C. SHALL PROVIDE UL APPROVED FIRE-

RESISTIVE PENETRATION SYSTEMS WHERE

PLUMBING IS LOCATED IN A FIRE-RATED

PARTITION ASSEMBLY.

7. STRUCTURAL COLUMN SPACING AND OVERALL

BUILDING DIMENSION TO POTENTIALLY CHANGE

DUE TO DISCREPANCY BETWEEN VA PROVIDED

ARCHITECTURAL AND STRUCTURAL DRAWINGS.

8. CONTRACTOR TO FIELD VERIFY EXTISTING

STRUCTURAL COLUMN SPACING AND OVERALL

BUILDING DIMENSIONS. CONTRACTOR TO NOTIFY

VA AND ARCHITECT IF ANY DISCREPANCY FOUND

BETWEEN FIELD DIMENSIONS AND DRAWINGS.

9. ALL CORRIDOR WALLS SHALL BE CONSTRUCTED

AS NON-RATED SMOKE PARTITIONS.

10. EXTEND ALL RATED WALLS TO DECK PER UL

ASSEMBLY REQUIREMENTS. REFER TO G002 FOR

INTERIOR PARTITION TYPES & DETAILS.

11. REFER TO G002 FOR RATED PARTITION PRIORITY

AND RATED PARTITION INTERSECTIONS.

01 EXISTING STAIR TO REMAIN (NOT TO CODE)

02 NEW RAMP FOUNDATION FOOTING AND WALLS,

SEE STRUCTURAL DRAWINGS

03 NEW CONCRETE PLATFORM FOOTING AND

WALLS, SEE STRUCTURAL DRAWINGS

0' 1'

6" 3"

1'

Gr ap hi c S ca le

: 1 /2"

1'-

0"

0' 4"

8" 1'

2'

Gr ap hi c S ca le

: 3 /32

1'

-0

0'

8' Gr ap hi c S ca le : 1

/16

1' -0

0' 8'

4' Gr ap hi c S ca le

: 1 /8"

1'-

0"

0' 2'

1' 4'

Gr ap hi c S ca le

: 1 /4"

1'-

0"

0' 2'

1' 4'

Gr ap hi c S ca le

: 3 /8"

1'-

0"

0' 2'

4' 1' Gr ap hi c S ca le : 1

/2"

1'- 0"

0' 1'

2' 6"

Gr ap hi c S ca le

: 3 /4"

1'-

0"

0' 1'

2' 6"

Gr ap hi c S ca le

: 1

1' -0

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

A/E:Consultant:

Spinklered

BUILDING KEY PLAN

10/30/2020

BI

M

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SN

- A le xa nd ria

L au nd ry

/A le xa nd ria L au nd ry .rv t

/3 0/

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BASEMENT PLAN

GC TLZ

CONSTRUCTION DOCUMENTS 502-17-300

A-100

CONVERT ALEXANDRIA LAUNDRY

TO DISTRIBUTION STORAGE

ALEXANDRIA, LA

10/30/2020

16-

ALEXANDRIA,

LA

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

C

FE

C

FEC

GENERAL NOTES: KEY NOTES

A-201

A-201

A-201

A-201

SCALE

SCALE

3 WASHERS

VENTLESS

DRYERS

FOLDING

TABLE

2772 SF

EMERGENCY LINEN STORAGE

276 SF

EMS

656 SF

EMERGENCY STORAGE

841 SF

LAUNDRY SUPPORT SPACE

474 SF

BREAKROOM

2459 SF

CLEAN LINEN

823 SF

SOILED LINEN

215 SF

WASH ROOM

MENDING TABLE

103 SF

OFFICE

110F

105 SF

OFFICE

110G

114 SF

ELECTRICAL

326 SF

EQUIPMENT/ BATTERY CHARGING

110C

100 SF

OI&T CLOSET

110B

85 SF

OFFICE

107C

163 SF

CONFERENCE

107B

97 SF

OFFICE

107A

5' - 0"

100 CARTS

30 CARTS

30 STACKABLE CARTS

CART WASH/

MAINTENANCE

FLOW THROUGH RACK

A-102

A-103

A-104

M

AT

C H

L

IN

E

M

AT

C H

L

IN

E

M

AT

C H

L

IN

E

M

AT

C H

L

IN

E

4 5 6 7 8 9 10 112

B

C

1 3

A

D

586 SF

CORRIDOR

VENDING

MACHINES

N.I.C

203 SF

MENS

203 SF

WOMENS

111 SF

PUMP ROOM

374 SF

MECH. ROOM

A-103

110D

CORRIDOR

FIELD VERIFY

158' - 2 1/4"

15' - 8 1/2" 1' - 2 1/2"

19' - 10 5/8" 22' - 0" 14' - 2" 14' - 3" 14' - 2 7/8" 14' - 3" 14' - 3 1/8" 14' - 2 1/2" 14' - 3" 13' - 6 5/8" 1' - 10 7/8"

/4

1'

5/

8"

/2

5/

8"

1'

1/

2"

A-203

A-203

A-202

A-202

A-202

A-202

A-202

A-202

/8

/2

R

M

C

91 SF

HOUSEKEEPING

110E

STACKED

WASHER/

DRYER

86 SF

OFFICE

107F

99 SF

COPY ROOM

107E

219 SF

CHECKIN

107D

DN

UP

UP

DN

28' - 1 13/16"

6 3 /4" 5' - 0"

5'

1/

8"

5' - 0"

/4

1' - 7 5/16"

5'

0"

NEW SIDEWALK

NEW

SIDEWALK

A-203

A-203

A-203

A-203

135.00°

NEW SIDEWALK

1. G.C. SHALL VERIFY DIMENSIONS OF OWNER

FURNISHED EQUIPMENT AND COORDINATE

INSTALLATION WITH ALL TRADES WHERE

REQUIRED.

2. REFER TO FINISH SHEETS FOR PARTITION

PROTECTION INFORMATION INCLUDING BUT NOT

LIMITED TO ALL CORNER GUARD TYPES AND

LOCATIONS.

3. G.C. SHALL INSTALL IN-WALL METAL BACKING FOR

ALL PARTITION-MOUNTED EQUIPMENT,

ACCESSORIES, PARTITION STOPS, ETC.

4. G.C. SHALL INSTALL FIRE-RETARDANT WOOD

BLOCKING WITHIN WALLS BASED ON CASEWORK

ELEVATIONS AND ALL INTERIOR PARTITION

ELEVATIONS.

5. ALL INTERIOR WALLS SHALL RECEIVE

5/8" TYPE 'X' GYPSUM BOARD.

6. G.C. SHALL PROVIDE UL APPROVED FIRE-

RESISTIVE PENETRATION SYSTEMS WHERE

PLUMBING IS LOCATED IN A FIRE-RATED

PARTITION ASSEMBLY.

7. STRUCTURAL COLUMN SPACING AND OVERALL

BUILDING DIMENSION TO POTENTIALLY CHANGE

DUE TO DISCREPANCY BETWEEN VA PROVIDED

ARCHITECTURAL AND STRUCTURAL DRAWINGS.

8. CONTRACTOR TO FIELD VERIFY EXTISTING

STRUCTURAL COLUMN SPACING AND OVERALL

BUILDING DIMENSIONS. CONTRACTOR TO NOTIFY

VA AND ARCHITECT IF ANY DISCREPANCY FOUND

BETWEEN FIELD DIMENSIONS AND DRAWINGS.

9. ALL CORRIDOR WALLS SHALL BE CONSTRUCTED

AS NON-RATED SMOKE PARTITIONS.

10. EXTEND ALL RATED WALLS TO DECK PER UL

ASSEMBLY REQUIREMENTS. REFER TO G002 FOR

INTERIOR PARTITION TYPES & DETAILS.

11. REFER TO G002 FOR RATED PARTITION PRIORITY

AND RATED PARTITION INTERSECTIONS.

IF SLOPE IS REQUIRED PROVIDE HANDRAILS ON

SLOPING SECTION OF SIDEWALK. REFER TO

3/A-407 -TYPICAL RAMP SECTION. SLOPE TO BE

1:20 MAX IF SLOPE IS REQUIRED AND HANDRAILS

(IF REQUIRED) TO BE PAINTED COLOR "PT-6" ON

FINISH MATERIAL SCHEDULE ON SHEET A-602

VARIFY COLOR WITH VA.

0' 1'

6" 3"

1'

Gr ap hi c S ca le

: 1 /2"

1'-

0"

0' 4"

8" 1'

2'

Gr ap hi c S ca le

: 3 /32

1'

-0

0'

8' Gr ap hi c S ca le : 1

/16

1' -0

0' 8'

4' Gr ap hi c S ca le

: 1 /8"

1'-

0"

0' 2'

1' 4'

Gr ap hi c S ca le

: 1 /4"

1'-

0"

0' 2'

1' 4'

Gr ap hi c S ca le

: 3 /8"

1'-

0"

0' 2'

4' 1' Gr ap hi c S ca le : 1

/2"

1'- 0"

0' 1'

2' 6"

Gr ap hi c S ca le

: 3 /4"

1'-

0"

0' 1'

2' 6"

Gr ap hi c S ca le

: 1

1' -0

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

A/E:Consultant:

Spinklered

BUILDING KEY PLAN

1 2 3

10/30/2020

BI

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/A le xa nd ria L au nd ry .rv t

/3 0/

:5

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OVERALL FLOOR PLAN

GC TLZ

CONSTRUCTION DOCUMENTS 502-17-300

A-101

CONVERT ALEXANDRIA LAUNDRY

TO DISTRIBUTION STORAGE

ALEXANDRIA, LA

10/30/2020

16-

ALEXANDRIA,

LA

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

GENERAL NOTES: KEY NOTES

2772 SF

EMERGENCY LINEN STORAGE

M

AT

C H

L

IN

E

M

AT

C H

L

IN

E

105B

105A

105C

B

C

1 3 A

D

/8

6'

0"

2'

1/

2" 8'

7"

5'

1/

4" 7'

7"

4'

3/

4" 8'

1"

4'

8" 7'

1/ 2"

2'

/8

6' - 6" 6' - 0"

374 SF

MECH. ROOM

6"

6"

7'

/4

19' - 11"

E1

E1

P04

E1

P04

P03 P03

E1

P03 P03

E1

P01

P01

E1

P03 P03

R01R01

E1

R02

R02

R02

E1E1E1

E1

E1

E1

E1

E1

E1

E1

E1

5'

1/

4"

5'

/2

4'

5/

8"

104B

104A

DN

114 SF

ELECTRICAL

A-407

1. G.C. SHALL VERIFY DIMENSIONS OF OWNER

FURNISHED EQUIPMENT AND COORDINATE

INSTALLATION WITH ALL TRADES WHERE

REQUIRED.

2. REFER TO FINISH SHEETS FOR PARTITION

PROTECTION INFORMATION INCLUDING BUT NOT

LIMITED TO ALL CORNER GUARD TYPES AND

LOCATIONS.

3. G.C. SHALL INSTALL IN-WALL METAL BACKING FOR

ALL PARTITION-MOUNTED EQUIPMENT,

ACCESSORIES, PARTITION STOPS, ETC.

4. G.C. SHALL INSTALL FIRE-RETARDANT WOOD

BLOCKING WITHIN WALLS BASED ON CASEWORK

ELEVATIONS AND ALL INTERIOR PARTITION

ELEVATIONS.

5. ALL INTERIOR WALLS SHALL RECEIVE

5/8" TYPE 'X' GYPSUM BOARD.

6. G.C. SHALL PROVIDE UL APPROVED FIRE-

RESISTIVE PENETRATION SYSTEMS WHERE

PLUMBING IS LOCATED IN A FIRE-RATED

PARTITION ASSEMBLY.

7. STRUCTURAL COLUMN SPACING AND OVERALL

BUILDING DIMENSION TO POTENTIALLY CHANGE

DUE TO DISCREPANCY BETWEEN VA PROVIDED

ARCHITECTURAL AND STRUCTURAL DRAWINGS.

8. CONTRACTOR TO FIELD VERIFY EXTISTING

STRUCTURAL COLUMN SPACING AND OVERALL

BUILDING DIMENSIONS. CONTRACTOR TO NOTIFY

VA AND ARCHITECT IF ANY DISCREPANCY FOUND

BETWEEN FIELD DIMENSIONS AND DRAWINGS.

9. ALL CORRIDOR WALLS SHALL BE CONSTRUCTED

AS NON-RATED SMOKE PARTITIONS.

10. EXTEND ALL RATED WALLS TO DECK PER UL

ASSEMBLY REQUIREMENTS. REFER TO G002 FOR

INTERIOR PARTITION TYPES & DETAILS.

11. REFER TO G002 FOR RATED PARTITION PRIORITY

AND RATED PARTITION INTERSECTIONS.

VA TO NOTIFY A/E FIRM OF EQUIPMENT AND

SPACE NEEDS BEFORE A/E FIRM CAN DESIGN

INTERIOR SPACE.

02 EXISTING STEEL COLUMN TO REMAIN

03 EXISTING STAIR TO REMAIN

04 WALL TO WRAP EXISTING STRUCTURE

05 NEW ELEVATED CONCRETE LANDING, SEE

STRUCTRUAL DRAWINGS

06 NEW METAL GUARDRAILS

0' 1'

6" 3"

1'

Gr ap hi c S ca le

: 1 /2"

1'-

0"

0' 4"

8" 1'

2'

Gr ap hi c S ca le

: 3 /32

1'

-0

0'

8' Gr ap hi c S ca le : 1

/16

1' -0

0' 8'

4' Gr ap hi c S ca le

: 1 /8"

1'-

0"

0' 2'

1' 4'

Gr ap hi c S ca le

: 1 /4"

1'-

0"

0' 2'

1' 4'

Gr ap hi c S ca le

: 3 /8"

1'-

0"

0' 2'

4' 1' Gr ap hi c S ca le : 1

/2"

1'- 0"

0' 1'

2' 6"

Gr ap hi c S ca le

: 3 /4"

1'-

0"

0' 1'

2' 6"

Gr ap hi c S ca le

: 1

1' -0

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

A/E:Consultant:

Spinklered

BUILDING KEY PLAN

10/30/2020

BI

M

VI

SN

- A le xa nd ria

L au nd ry

/A le xa nd ria L au nd ry .rv t

/3 0/

:5

7:

P M

ENLARGED FLOOR PLAN - AREA 1

GC TLZ

CONSTRUCTION DOCUMENTS 502-17-300

A-102

CONVERT ALEXANDRIA LAUNDRY

TO DISTRIBUTION STORAGE

ALEXANDRIA, LA

10/30/2020

16-

ALEXANDRIA,

LA

1/4" = 1'-0"1 AREA 1 FLOOR PLAN

(SEE WALL TYPES SHEET. 20 GAUGE DEFLECTION TRACK REQUIRED AT ALL PARTITION WALL CONNECTIONS TO STRUCTURE WITH

1/2" GAP BETWEEN GYP. AND TRACK)

Type Mark WALL TYPE DESCRIPTION

E1 EXISTING EXTERIOR BRICK WALL

P01 3-5/8" METAL STUDS WITH 5/8" TYPE X GYPSUM WALL BOARD ON ONE SIDE - (TAKE 6" ABOVE CEILING IN ROOMS

THAT HAVE ONE OTHERWISE TAKE TO UNDERSIDE OF DECK)

P03 3-5/8" METAL STUDS WITH 5/8" TYPE X GYPSUM WALL BOARD ON ONE SIDE WITH ACOUSTICAL BATT INSULATION -

(TAKE 6" ABOVE CEILING IN ROOMS THAT HAVE ONE OTHERWISE TAKE TO UNDERSIDE OF DECK) P04 3-5/8" METAL STUDS WITH 5/8" TYPE X GYPSUM WALL BOARD ON BOTH SIDES WITH ACOUSTICAL BATT

INSULATION - (TAKE 6" ABOVE CEILING IN ROOMS THAT HAVE ONE OTHERWISE TAKE TO UNDERSIDE OF DECK) P05 3-5/8" METAL STUDS WITH 5/8" TYPE X GYPSUM WALL BOARD ON ONE SIDE WITH ACOUSTICAL BATT INSULATION -

60" HIGH TILE ON BATHROOM SIDE - (TAKE 6" ABOVE CEILING IN ROOMS THAT HAVE ONE OTHERWISE TAKE TO

UNDERSIDE OF DECK)

P06 3-5/8" METAL STUDS WITH 5/8" TYPE X GYPSUM WALL BOARD ON BOTH SIDES WITH ACOUSTICAL BATT INSULATION - 60" HIGH TILE ON BATHROOM SIDES - (TAKE 6" ABOVE CEILING IN ROOMS THAT HAVE ONE OTHERWISE TAKE TO UNDERSIDE OF DECK) - REDUCE SCREW SPACING TO 12" BETWEEN SCREWS TO SUPPORT

TILES

P07 3-5/8" METAL STUDS WITH 5/8" TYPE X GYPSUM WALL BOARD ON ONE SIDE WITH ACOUSTICAL BATT INSULATION - FULL HEIGHT TILE ON SHOWER SIDE - (TAKE 6" ABOVE CEILING IN ROOMS THAT HAVE ONE OTHERWISE TAKE TO

UNDERSIDE OF DECK)

P08 3-5/8" METAL STUDS WITH 5/8" TYPE X GYPSUM WALL BOARD ON BOTH SIDES WITH ACOUSTICAL BATT INSULATION - FULL HEIGHT TILE ON BOTH SIDES - (TAKE 6" ABOVE CEILING IN ROOMS THAT HAVE ONE

OTHERWISE TAKE TO UNDERSIDE OF DECK)

P09 3-5/8" METAL STUDS WITH 5/8" TYPE X GYPSUM WALL BOARD ON BOTH SIDES WITH ACOUSTICAL BATT INSULATION - 60" TILE ON BATHROOM SIDE AND FULL HIEGHT TILE ON SHOWER SIDE - (TAKE 6" ABOVE CEILING IN

ROOMS THAT HAVE ONE OTHERWISE TAKE TO UNDERSIDE OF DECK)

P10 3-5/8" METAL STUDS WITH 5/8" TYPE X GYPSUM WALL BOARD ON BOTH SIDES WITH ACOUSTICAL BATT INSULATION - FULL HIEGHT TILE ON SHOWER SIDE - (TAKE 6" ABOVE CEILING IN ROOMS THAT HAVE ONE

OTHERWISE TAKE TO UNDERSIDE OF DECK)

R01 1HR RATED 3-5/8" METAL STUDS WITH 5/8" TYPE X GYPSUM WALL BOARD ON ONE SIDE TO DECK R02 1HR RATED 3-5/8" METAL STUD WITH 5/8" TYPE X GYPSUM WALL BOARD ON BOTH SIDES TO DECK

FE

C

GENERAL NOTES: KEY NOTES

474 SF

BREAKROOM

72 SF

MENS SHOWER

101B

97 SF

OFFICE

107A

163 SF

CONFERENCE

107B

85 SF

OFFICE

107C

656 SF

EMERGENCY STORAGE

276 SF

EMS

M

AT

C H

L

IN

E

M

AT

C H

L

IN

E

M

AT

C H

L

IN

E

M

AT

C H

L

IN

E

A-300

4 5 6 7

B

C

A

D

107B

107A

107C

107D

103B

100A

100B

105B

105C

586 SF

CORRIDOR

100C

5'

5/

8"

8'

/1

6" 6'

5/

/2

7' - 3" 10' - 5" 13' - 7" 9' - 11" 16' - 10"

3'

2" 9'

7/ 8"

3/ 8"

/8

7' - 2 1/2" 5' - 5 3/8" 14' - 0 1/2" 8' - 9 3/8" 5' - 6 5/8" 8' - 10" 5' - 4"

2'

/1 6"

5'

5/

8"

5' - 4 7/8" 26' - 4 3/4"

P04P04 P04P04

P04

P04

P04P04

P04

P06

P04

P04

P04

P01 P01

P01

P01 P04

P01

P01

P04

P04

P04

P05

P05

R01R01

P03P03

P04

P01

P01P03

P03

P03 P03

P04

P01

P01

P03

P01

P01

P04

P04

P01

P04

103A

103C

203 SF

WOMENS

203 SF

MENS

71 SF

WOMANS SHOWER

102B

101A

102A

111 SF

PUMP ROOM

E1

6"

6"

6"

4"

7' - 4 7/16"

VENDING

MACHINES

N.I.C

P03P04 P04 P04 P04

P01

E1

E1

P04

E1

P04

P04

E1

E1

P04

E1

P04

841 SF

LAUNDRY SUPPORT SPACE

215 SF

WASH ROOM

114 SF

ELECTRICAL

2772 SF

EMERGENCY LINEN STORAGE

2772 SF

EMERGENCY LINEN STORAGE

02020202

M

C

5' - 3 1/2"

6' - 4"

109A

8'

7/

6"

6" 6"

6"

6" 6"

6"

99 SF

COPY ROOM

107E

86 SF

OFFICE

107F

219 SF

CHECKIN

107D

107E

107F

2"

A-405 1

A-405

R

P04

P04

P04

P04

P04

P04

P04

P0401

1. G.C. SHALL VERIFY DIMENSIONS OF OWNER

FURNISHED EQUIPMENT AND COORDINATE

INSTALLATION WITH ALL TRADES WHERE

REQUIRED.

2. REFER TO FINISH SHEETS FOR PARTITION

PROTECTION INFORMATION INCLUDING BUT NOT

LIMITED TO ALL CORNER GUARD TYPES AND

LOCATIONS.

3. G.C. SHALL INSTALL IN-WALL METAL BACKING FOR

ALL PARTITION-MOUNTED EQUIPMENT,

ACCESSORIES, PARTITION STOPS, ETC.

4. G.C. SHALL INSTALL FIRE-RETARDANT WOOD

BLOCKING WITHIN WALLS BASED ON CASEWORK

ELEVATIONS AND ALL INTERIOR PARTITION

ELEVATIONS.

5. ALL INTERIOR WALLS SHALL RECEIVE

5/8" TYPE 'X' GYPSUM BOARD.

6. G.C. SHALL PROVIDE UL APPROVED FIRE-

RESISTIVE PENETRATION SYSTEMS WHERE

PLUMBING IS LOCATED IN A FIRE-RATED

PARTITION ASSEMBLY.

7. STRUCTURAL COLUMN SPACING AND OVERALL

BUILDING DIMENSION TO POTENTIALLY CHANGE

DUE TO DISCREPANCY BETWEEN VA PROVIDED

ARCHITECTURAL AND STRUCTURAL DRAWINGS.

8. CONTRACTOR TO FIELD VERIFY EXTISTING

STRUCTURAL COLUMN SPACING AND OVERALL

BUILDING DIMENSIONS. CONTRACTOR TO NOTIFY

VA AND ARCHITECT IF ANY DISCREPANCY FOUND

BETWEEN FIELD DIMENSIONS AND DRAWINGS.

9. ALL CORRIDOR WALLS SHALL BE CONSTRUCTED

AS NON-RATED SMOKE PARTITIONS.

10. EXTEND ALL RATED WALLS TO DECK PER UL

ASSEMBLY REQUIREMENTS. REFER TO G002 FOR

INTERIOR PARTITION TYPES & DETAILS.

11. REFER TO G002 FOR RATED PARTITION PRIORITY

AND RATED PARTITION INTERSECTIONS.

EQUIPMENT AND FURNITURE SPACE LAYOUT IS

FOR EXAMPLE ONLY OF CONFIGURATION USED

FOR DESIGN

02 EXISTING STEEL COLUMN TO REMAIN

60" FLATSCREEN TV N.I.C - CENTER ON THE

WALL HORIZONTALLY AND MOUNT WITH CENTER

OF SCREEN 5'-0" AFF. PROVIDE HORIZONTALLY

AND VERTICALLY ADJUSTABLE MOUNT

04 MICROWAVE N.I.C. - ON COUNTER (2'-10" AFF)

05 COFFE MAKER MACHINE N.I.C. - ON COUNTER

(2'-10" AFF)

A

111 SF

PUMP ROOM

656 SF

EMERGENCY STORAGE

E1

E1

E1

E1

P04

0' 1'

6" 3"

1'

Gr ap hi c S ca le

: 1 /2"

1'-

0"

0' 4"

8" 1'

2'

Gr ap hi c S ca le

: 3 /32

1'

-0

0'

8' Gr ap hi c S ca le : 1

/16

1' -0

0' 8'

4' Gr ap hi c S ca le

: 1 /8"

1'-

0"

0' 2'

1' 4'

Gr ap hi c S ca le

: 1 /4"

1'-

0"

0' 2'

1' 4'

Gr ap hi c S ca le

: 3 /8"

1'-

0"

0' 2'

4' 1' Gr ap hi c S ca le : 1

/2"

1'- 0"

0' 1'

2' 6"

Gr ap hi c S ca le

: 3 /4"

1'-

0"

0' 1'

2' 6"

Gr ap hi c S ca le

: 1

1' -0

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

A/E:Consultant:

Spinklered

BUILDING KEY PLAN

10/30/2020

BI

M

VI

SN

- A le xa nd ria

L au nd ry

/A le xa nd ria L au nd ry .rv t

/3 0/

:5

7:

P M

ENLARGED FLOOR PLAN - AREA 2

GC TLZ

CONSTRUCTION DOCUMENTS 502-17-300

A-103

CONVERT ALEXANDRIA LAUNDRY

TO DISTRIBUTION STORAGE

ALEXANDRIA, LA

10/30/2020

16-

ALEXANDRIA,

LA

1/4" = 1'-0"1 AREA 2 FLOOR PLAN

(SEE WALL TYPES SHEET. 20 GAUGE DEFLECTION TRACK REQUIRED AT ALL PARTITION WALL CONNECTIONS TO STRUCTURE WITH

1/2" GAP BETWEEN GYP. AND TRACK)

Type Mark WALL TYPE DESCRIPTION

E1 EXISTING EXTERIOR BRICK WALL

P01 3-5/8" METAL STUDS WITH 5/8" TYPE X GYPSUM WALL BOARD ON ONE SIDE - (TAKE 6" ABOVE CEILING IN ROOMS

THAT HAVE ONE OTHERWISE TAKE TO UNDERSIDE OF DECK)

P03 3-5/8" METAL STUDS WITH 5/8" TYPE X GYPSUM WALL BOARD ON ONE SIDE WITH ACOUSTICAL BATT INSULATION -

(TAKE 6" ABOVE CEILING IN ROOMS THAT HAVE ONE OTHERWISE TAKE TO UNDERSIDE OF DECK) P04 3-5/8" METAL STUDS WITH 5/8" TYPE X GYPSUM WALL BOARD ON BOTH SIDES WITH ACOUSTICAL BATT

INSULATION - (TAKE 6" ABOVE CEILING IN ROOMS THAT HAVE ONE OTHERWISE TAKE TO UNDERSIDE OF DECK) P05 3-5/8" METAL STUDS WITH 5/8" TYPE X GYPSUM WALL BOARD ON ONE SIDE WITH ACOUSTICAL BATT INSULATION -

60" HIGH TILE ON BATHROOM SIDE - (TAKE 6" ABOVE CEILING IN ROOMS THAT HAVE ONE OTHERWISE TAKE TO

UNDERSIDE OF DECK)

P06 3-5/8" METAL STUDS WITH 5/8" TYPE X GYPSUM WALL BOARD ON BOTH SIDES WITH ACOUSTICAL BATT INSULATION - 60" HIGH TILE ON BATHROOM SIDES - (TAKE 6" ABOVE CEILING IN ROOMS THAT HAVE ONE OTHERWISE TAKE TO UNDERSIDE OF DECK) - REDUCE SCREW SPACING TO 12" BETWEEN SCREWS TO SUPPORT

TILES

P07 3-5/8" METAL STUDS WITH 5/8" TYPE X GYPSUM WALL BOARD ON ONE SIDE WITH ACOUSTICAL BATT INSULATION - FULL HEIGHT TILE ON SHOWER SIDE - (TAKE 6" ABOVE CEILING IN ROOMS THAT HAVE ONE OTHERWISE TAKE TO

UNDERSIDE OF DECK)

P08 3-5/8" METAL STUDS WITH 5/8" TYPE X GYPSUM WALL BOARD ON BOTH SIDES WITH ACOUSTICAL BATT INSULATION - FULL HEIGHT TILE ON BOTH SIDES - (TAKE 6" ABOVE CEILING IN ROOMS THAT HAVE ONE

OTHERWISE TAKE TO UNDERSIDE OF DECK)

P09 3-5/8" METAL STUDS WITH 5/8" TYPE X GYPSUM WALL BOARD ON BOTH SIDES WITH ACOUSTICAL BATT INSULATION - 60" TILE ON BATHROOM SIDE AND FULL HIEGHT TILE ON SHOWER SIDE - (TAKE 6"…