VA250-17-R-0594-00004001.pdf

REQUEST FOR INFORMATION (RFI)

VA250-17-R-0594

PROJECT NUMBER: 583-331

PROJECT TITLE: Specialty Care Clinic

PROJECT LOCATION:

Department of Veterans Affairs RLR VA Medical Center 1481 W. 10th Street Indianapolis, IN 46202

Please ensure that before submitting questions or requests for clarification that you thoroughly read the solicitation, specifications, drawings and other pertinent documents. When submitting questions on this project the Government requires contractors to specifically identify the specification and/or solicitation section(s) or drawing number(s) in reference to the question or request for clarification submitted. No question or request for clarification will be answered by the Government unless the above requirements are met. Failure to comply may prevent the Government from responding in a timely manner.

TO:

Felecia Beamen, Contracting Officer Department of Veterans Affairs Network 10 Contracting Office 8888 Keystone Crossing, Suite 1100 Indianapolis, IN 46240 Felecia.Beamen@va.gov

RFI NO.: 12 DATE: 02-06-18 SPEC/DWG. REFERENCE(s):

REPLY NEEDED BY:

INFORMATION NEEDED:

1. Please clarify if the widths noted on the demountable partition door schedule (Bldg. 5) are actually the clear opening dimensions. If that is incorrect, please advise.

2. Can you please provide the most current CAD files for the 1st and 2nd floors (Bldg. 5)?

3. Drawing 1-MH-102, 1-EF-26D is not listed in the schedule. There is, however, a stack detail on 1-MH-503.

Please advise.

REPLY:

RFI’s will be answered by amendment(s) posted to fbo.gov.

1. The scheduled dimensions on sheet 5-AS-601 are door sizes, not clear opening. They scheduled incorrectly with fractions. See attached drawing with corrected door sizes. Also attached is sheet 5-AS-101 showing doors 125, 126 & 127 drawn correctly.

2. The VA will provide documents

3. See attached Revised sheet 1-MH-102 for 1-EF-26D schedule information

REPLY FROM: DATE:

ATTACHMENTS: COPY TO:

SUBMITTED BY: Aly Collings CITY/STATE: Louisville, KY

PHONE: 502-489-7676

after contract award.

1 and 1-M-601 for 1-EF-26D information.

mailto:Felecia.Beamen@va.gov

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EXISTING

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ADDITION

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VA FORM 08-6231

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Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Office of Construction and Facilities Management th re e e ig h th s in c h o n e fo o t

EXPAND SPECIALTY

CARE

SUBMISSIONS

REVISIONS

ARCHITECT/ENGINEERS:

7260 SHADELAND STATION

INDIANAPOLIS, IN 46256-3957

TEL 317.547.5580 FAX 317.543.0270

www.structurepoint.com

United States Department of Veterans Affairs R. L. Roudebush VAMC 1481 West 10th Street Indianapolis, Indiana 46202

65% DESIGN DEVELOPMENT 01-23-15

95% CONSTRUCTION DOCUMENTS 02-25-15

11FY14

100% SUBMITTAL DOCUMENTS 05-29-15

BID DOCUMENTS 05-10-17

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BLDG 5-1ST FLOOR PLAN

05-10-2017

VA 583-331

R.L. ROUDEBUSH VAMC, Indianapolis, IN

5-AS-101

JF MW

BIDDING DOCUMENTS

N

1/4" = 1'-0"

5-AS-101

1 FIRST FLOOR

1 MOP SINK - REFER TO PLUMBING DRAWINGS

2 CASEWORK/COUNTERTOP - REFER TO 5-AS-400 SHEETS

3 ADA ACCESSIBLE DRINKING FOUNTAIN

4 ADA PUSH PAD - COOR W/ ELECTRICAL

GENERAL NOTES

1 ALL WALLS ARE 'B3S' WALL PARTITION TYPE UNLESS NOTED

OTHERWISE. REFER TO SHEET 5-AS-001 FOR WALL HEIGHTS AND TYPE

DESCRIPTIONS.

2 SEE SHEET 5-AS-001 FOR GRAPHIC SYMBOL LEGEND.

3 COORDINATE WORK OF ALL TRADES PRIOR TO STARTING

CONSTRUCTION.

4 ALL DIMENSIONS ARE TO GRID LINES, FACE OF STUD FRAMING, OR FACE

OF CONCRETE/MASONRY UNITS UNLESS NOTED OTHERWISE.

5 PROVIDE GYPSUM BOARD CONTROL JOINTS AND MASONRY CONTROL

JOINTS AT WALLS OVER 30'-0" IN LENGTH AND AS SPECIFIED. LOCATE

ABOVE EDGE OF OPENING WHEN POSSIBLE.

6 AT FIRE RATED WALLS WHERE OPENINGS ARE GREATER THAN 16

SQUARE INCHES OR WHERE TOTAL AREA OF OPENINGS EXCEEDS 100

SQUARE INCHES IN 100 SQUARE FEET, WRAP 5/8" TYPE 'X' GYPSUM

BOARD BEHIND OPENINGS PER U.L. DESIGN #U510.

7 FRAME DOOR OPENINGS 4" FROM FACE OF PERPENDICULAR WALL ON

HINGE SIDE AND 1'-6" FROM FACE OF PERP. WALL ON LATCH SIDE

UNLESS NOTED OTHERWISE.

8 THE CONTRACTORS INVOLVED IN THIS PROJECT SHALL BE

RESPONSIBLE FOR DESIGNING AND INSTALLING THEIR RESPECTIVE

WORK AND SYSTEMS TO MEET ALL APPLICABLE FEDERAL, STATE, AND

LOCAL CODES, LAWS, SAFETY REGULATIONS, AND HAZARDOUS WASTE

LAWS. THE CONTRACTORS SHALL FURNISH ALL NECESSARY PERMITS.

9 PROVIDE MOISTURE RESISTANT GYPSUM BOARD IN ALL RESTROOMS

AND WET AREAS.

10 THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND UNDERSTAND

THE SCOPE OF THE DRAWINGS TO BE THE FOLLOWING: THESE

CONSTRUCTION DOCUMENTS (DRAWINGS, SPECIFICATIONS, ADDENDA)

INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF

ARCHITECTURAL DESIGN CONCEPTS, THE DIMENSION OF THE BUILDING,

THE MAJOR ARCHITECTURAL ELEMENTS, AND THE MAJOR STRUCTURAL,

MECHANICAL, AND ELECTRICAL SYSTEMS. THE DOCUMENTS DO NOT

AND ARE NOT INTENDED TO INDICATE OR DESCRIBE IN DETAIL ALL THE

NECESSARY WORK REQUIRED FOR FULL PERFORMANCE OF, AND

COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE

BASIS OF THE GENERAL SCOPE INDICATED IN THESE DOCUMENTS, THE

TRADE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE

PROPER EXECUTION AND COMPLETION OF THE WORK. ALL WORK

SHALL BE COMPLETE IN EVERY DETAIL AND THE CONTRACTORS SHALL

PROVIDE A ONE YEAR WARRANTY FOR THEIR WORK.

11 GENERAL CONTRACTOR IS TO FOLLOW AND OBEY ALL FEDERAL, STATE

AND LOCAL CODES, LAWS, SAFETY REGULATIONS AND HAZARDOUS

WASTE LAWS, ETC.

12 DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN EACH

BUILDING COMPONENT LOCATION. BRING ANY DISCREPANCIES TO THE

ARCHITECT'S ATTENTION IN WRITING IMMEDIATELY.

13 FIRE EXTINGUISHERS AND CABINETS TO COMPLY WITH NFPA 101 AND

NFPA 10. CONTRACTOR TO VERIFY QUANTITY AND EXACT LOCATIONS

WITH COR PRIOR TO INSTALLATION.

14 BUILDING FIRST FLOOR IS REFERENCE ELEVATIONS IS 100'-0". SEE CIVIL

DRAWINGS FOR U.S.G.S. ELEVATION.

15 ALL WORK SHALL BE PERFORMED IN A SKILLED WORKMANSHIP TYPE

AND MANNER ACCEPTABLE TO THE ARCHITECT AND COR.

16 PROVIDE SHEET METAL OR FIRE RETARDANT WOOD BLOCKING IN WALL

CAVITIES FOR ITEMS THAT ARE REQUIRED TO BE SECURED TO THE

WALLS.

17 TAPE AND SPACKLE ALL PENETRATIONS IN GYPSUM BOARD

PARTITIONS, INCLUDING WATER LINES, DRAINS, CONDUIT, AND

THERMOSTATS. INSTALL FIRE RETARDANT SEALANT AT PENETRATIONS

IN RATED PARTITIONS AS REQUIRED.

18 ALL CONCRETE MASONRY UNITS SHALL BE LAID RUNNING BOND

UNLESS NOTED OTHERWISE.

19 ALL CONCRETE MASONRY UNITS TO BE NORMAL WEIGHT UNLESS

NOTED OTHERWISE.

20 CAULK INTERSECTION BETWEEN DIFFERENT MATERIALS.

21 CAULK TOILET FIXTURES TO FLOOR PER SEALANT SCHEDULE IN

SPECIFICATIONS.

22 CAULK ALL COUNTERTOP BACKSPLASHES TO WALL USING SILICONE

SEALANT.

23 ALL NEW INTERIOR FINISHES, INCLUDING FLOOR, WALL, AND CEILING

MATERIALS, SHALL BE IN ACCORDANCE WITH FLAME SPREAD AND

SMOKE DEVELOPMENT REQUIREMENTS IN CURRENT EDITION OF THE

INTERNATIONAL BUILDING CODE AND NFPA 101.

24 EXISTING CONDITIONS SHALL BE FIELD VERIFIED PRIOR TO BIDDING OR

BEGINNING OF WORK. ANY ERRORS OR OMISSIONS SHALL BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT.

25 COVER ALL RETURN AIR AND EXHAUST GRILLES WITH FILTER MEDIA

FOR DURATION OF JOB AND CHANGE REGULARLY.

FLOORPLAN KEYNOTES ( )

KEYNOTES BELOW MAY BE REFERENCED ON OTHER PAGES;

NOTES MAY NOT APPEAR ON ALL SHEETS

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CONSTRUCTION

WELDED HOLLOW METAL FRAME

JAMB ANCHOR

VARIES

VARIES VARIES

1/2"

2"

REFER TO WALL TYPE FOR WALL

CONSTRUCTION

WELDED HOLLOW METAL FRAME

METAL RUNNER

(2) MTL. STUD HEADER

HEAD

JAMB

JAMB

WELDED HOLLOW METAL FRAME,

GROUT SOLID

METAL 'J' MOLD

BACKER ROD & SEALANT, ENTIRE

PERIMETER BOTH SIDES

METAL CORNER BEAD

REFER TO WALL TYPE FOR WALL

CONSTRUCTION

REFER TO WALL TYPE FOR WALL

CONSTRUCTION AT NEW WALLS OR

EXISTING CONDITIONS

JAMB ANCHOR

HEAD

WELDED HOLLOW METAL FRAME,

GROUT SOLID

METAL 'J' MOLD

BACKER ROD & SEALANT, ENTIRE

PERIMETER BOTH SIDES

METAL CORNER BEAD

REFER TO WALL TYPE FOR WALL

CONSTRUCTION

REFER TO WALL TYPE FOR WALL

CONSTRUCTION AT NEW WALLS OR

EXISTING CONDITIONS

DOOR LEAF

DOOR LEAF

REINFORCED LINTEL

7 5/8" VARIES

2 3/8" 5 3/4"

8 1/2" - V.I.F.

1 1/4" 1 1/4"

1/2"

2"

REFER TO WALL TYPE FOR WALL

CONSTRUCTION

WELDED HOLLOW METAL FRAME

JAMB ANCHOR

8 1/2" - V.I.F.

1 1/4" 1 1/4"

1/2"

2"

REFER TO WALL TYPE FOR WALL

CONSTRUCTION

WELDED HOLLOW METAL FRAME

METAL RUNNER

(2) MTL. STUD HEADER

HEAD

JAMB

FULLY SPRINKLERED

o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Office of Construction and Facilities Management th re e e ig h th s in c h o n e fo o t

EXPAND SPECIALTY

CARE

SUBMISSIONS

REVISIONS

ARCHITECT/ENGINEERS:

7260 SHADELAND STATION

INDIANAPOLIS, IN 46256-3957

TEL 317.547.5580 FAX 317.543.0270

www.structurepoint.com

United States Department of Veterans Affairs R. L. Roudebush VAMC 1481 West 10th Street Indianapolis, Indiana 46202

65% DESIGN DEVELOPMENT 01-23-15

95% CONSTRUCTION DOCUMENTS 02-25-15

11FY14

100% SUBMITTAL DOCUMENTS 05-29-15

BID DOCUMENTS 05-10-17

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DOOR SCHEDULES

05-10-2017

VA 583-331

R.L. ROUDEBUSH VAMC, Indianapolis, IN

5-AS-601

JF MW

BIDDING DOCUMENTS

1/4" = 1'-0"

DOOR ELEVATIONS

1/4" = 1'-0"

DOOR FRAME ELEVATIONS

DEMOUNTABLE PARTITION DOORS

MARK LOCATION

DOOR SIZE

HARDWAREWIDTH HEIGHT

102 RECEPTION/WAITING 3' - 4" 9' - 0" SH-3C

103 TEAM ROOM 3' - 4" 9' - 0" SH-3C

111 INTERVIEW 1 3' - 8" 9' - 0" 7

112 INTERVIEW 2 3' - 8" 9' - 0" 7

113 INTERVIEW 3 3' - 6" 9' - 0" 7

119 PHONE 3' - 8" 9' - 0" 7

120 PHONE 3' - 4" 9' - 0" 4A

122 SECURE STORAGE 3' - 4" 9' - 0" 5B

123 PHONE 3' - 8" 9' - 0" 7

124 PHONE 3' - 8" 9' - 0" 7

125 OFFICE 3' - 8" 9' - 0" 7A

126 OFFICE 3' - 8" 9' - 0" 7A

127 OFFICE 3' - 8" 9' - 0" 7A

201 TEAM ROOM 3' - 8" 9' - 0" SH-3E

202 TEAM ROOM 3' - 8" 9' - 0" SH-3E

203 TEAM ROOM 3' - 8" 9' - 0" SH-3E

213 OPEN OFFICE 3' - 4" 9' - 0" SH-3C

215 PHONE 3' - 8" 7' - 6" 7

216 PHONE 3' - 8" 7' - 6" 7

217 PHONE 3' - 8" 7' - 6" 7

218 PHONE 3' - 8" 7' - 6" 7

219 PHONE 3' - 4" 9' - 0" 5B

220 OFFICE 3' - 8" 9' - 0" 7A

221 OFFICE 3' - 8" 9' - 0" 7A

222 OFFICE 3' - 8" 9' - 0" 7A

C1 CORRIDOR 3' - 4" 9' - 0" SH-3C

C4 CORRIDOR 3' - 4" 9' - 0" SH-3C

C5 CORRIDOR 3' - 4" 9' - 0" SH-3C

DOOR AND FRAME SCHEDULE

MARK LOCATION

DOOR SIZE DOOR FRAME

HARDWARE FIRE RATING COMMENTSWIDTH HEIGHT MATERIAL TYPE MATERIAL TYPE JAMB HEAD

100 VESTIBULE 3' - 6" 7' - 0" AL D3 AL 1

104 CONNECTING VESTIBULE 6' - 0" 7' - 0" HM D10 HMW FR1 3/5-AS-601 3/5-AS-601 12 2 HR

105 OIT 3' - 0" 7' - 0" H, D1 HMW FR2 2/5-AS-601 2/5-AS-601 SH-3A 1 HR

106 ELEC 3' - 0" 7' - 0" H, D1 HMW FR2 2/5-AS-601 2/5-AS-601 SH-3A 1 HR

107 MECH 3' - 0" 7' - 0" H, D1 HMW FR2 2/5-AS-601 2/5-AS-601 SH-3A 1 HR

108 CONF 1 3' - 0" 7' - 0" WD D1 HMW FR1 1/5-AS-601 1/5-AS-601 SH-3

109 CONF 2 3' - 0" 7' - 0" WD D1 HMW FR1 1/5-AS-601 1/5-AS-601 SH-3

114 STORAGE 3' - 6" 7' - 0" HM D1 HMW FR1 1/5-AS-601 1/5-AS-601 5 2 HR

115 HAC 3' - 0" 7' - 0" WD D1 HMW FR1 1/5-AS-601 1/5-AS-601 SH-3B

117 WOMEN'S 3' - 0" 7' - 0" WD D1 HMW FR1 1/5-AS-601 1/5-AS-601 1B

118 MEN'S 3' - 0" 7' - 0" WD D1 HMW FR1 1/5-AS-601 1/5-AS-601 1A

128a CONF STORAGE 3' - 0" 7' - 0" WD D1 HMW FR1 1/5-AS-601 1/5-AS-601 5A SMOKE

128b CONF STORAGE 3' - 0" 7' - 0" WD D1 HMW FR1 1/5-AS-601 1/5-AS-601 5A SMOKE

205 OIT 3' - 0" 7' - 0" HM D1 HMW FR2 2/5-AS-601 2/5-AS-601 SH-3A 1 HR

206 ELEC 3' - 0" 7' - 0" HM D1 HMW FR2 2/5-AS-601 2/5-AS-601 SH-3A 1 HR

207 MECH 3' - 0" 7' - 0" HM D1 HMW FR2 2/5-AS-601 2/5-AS-601 SH-3A 1 HR

208 BREAK ROOM 3' - 0" 7' - 0" WD D6 HMW HM 1/5-AS-601 1/5-AS-601 SH-3D

209 HAC 3' - 0" 7' - 0" WD D1 HMW FR1 1/5-AS-601 1/5-AS-601 SH-3B

211 WOMENS 3' - 0" 7' - 0" WD D1 HMW FR1 1/5-AS-601 1/5-AS-601 1B

212 MENS 3' - 0" 7' - 0" WD D1 HMW FR1 1/5-AS-601 1/5-AS-601 1A

301 EXTERIOR-PENTHOUSE 3' - 6" 7' - 0" HM D6 HMW FR2 SH-6

E-01 EXTERIOR-VESTIBULE 3' - 6" 7' - 10" AL D3 AL SH-4

E-02 EXTERIOR-STAIR 2 3' - 0" 7' - 0" AL D3 AL SH-4A

E-04 EXTERIOR-EXISTING BLDNG 3' - 1" 7' - 0" AL D3 AL SH-4A

E-06 EXTERIOR-CORRIOR 3' - 1" 7' - 0" AL D3 AL SH-4A

EX-001 EXISTING BUILDING 3' - 0" 7' - 0" WD D1 HMW FR1 4

ST1.1 STAIR 1-1ST FLOOR 3' - 0" 7' - 0" HM D9 HMW FR2 2/5-AS-601 2/5-AS-601 6A 2 HR

ST1.2 STAIR 1-2ND FLOOR 3' - 0" 7' - 0" HM D9 HMW FR2 2/5-AS-601 2/5-AS-601 6 2 HR

ST1.3 STAIR 1-3RD FLOOR 3' - 0" 7' - 0" HM D9 HMW FR2 2/5-AS-601 2/5-AS-601 6 2 HR

ST2.1 STAIR 2-1ST FLOOR 3' - 0" 7' - 0" HM D9 HMW FR2 2/5-AS-601 2/5-AS-601 6 2 HR

ST2.2 STAIR 2-2ND FLOOR 3' - 0" 7' - 0" HM D9 HMW FR2 2/5-AS-601 2/5-AS-601 6 2 HR

3" = 1'-0"

5-AS-601

1 DOOR DETAIL 1

3" = 1'-0"

5-AS-601

2 DOOR DETAIL 2

3" = 1'-0"

5-AS-601

3 DOOR DETAIL 3

Revision # Description Date