7a Electronic Drawings.pdf

PDF 8 MB Posted Jun 12, 2023

Attached to: Y1DA--FY23: NRM-Tier 2 (PROJ: 673-14-104) BB Renovate and Replace Transportation Equipment Building 1
Solicitation number: 36C24823R0186
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 8

About this file

Written by GovTribe AI · Dec 28, 2023

This is a pre-solicitation notice for a set-aside contract to replace elevators at the James A. Haley VA Hospital in Tampa, Florida. The project involves replacing ten elevators in Building 1 and is set aside for Service-Disabled Veteran-Owned Small Businesses. The solicitation number is 36C24823R0186 and will be posted on SAM.gov on or around June 28, 2023. Interested SDVOSBs should contact the named contracting staff. Apparent awardees must be certified as SDVOSBs by the SBA VetCert program by time of award. The work includes replacing aging elevator equipment that is obsolete and inefficient with new systems per provided drawings and specifications.

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File	Type	Posted
7 Electronic Specifications.pdf	PDF	Jun 12, 2023
5 SOW 673-14-104.pdf	PDF	Jun 12, 2023
36C24823R0186.docx	DOCX document	Jun 12, 2023
TAMPA ELEVATOR MODERNIZATION - OHC Drawings.pdf	PDF	Jun 12, 2023

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EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

10'-8"

XX.X-X

1/A101

A101

TOILET ACCESSORY TAGX SIGNAGE TAG

A101

SIM

James A. Haley VAMC

B R

U C

E B

O W

N S

B L

V D

E. FOWLER AVE.

L A

K E

B E

H N

K E

RICHARD SILVER WY

E. 131ST AVE

582 582 582

582E. FOWLER AVE.

579579 579

I 275

I 75

41 41

E. BEARSS AVE.

E. FLETCHER AVE. E. FLETCHER AVE.

E. BOUGAINVILLEA AVE.

D S

S T

O N

A V

H S

M C

L E

Y D

TAMPA PALMS BLVD.

L S

B O

R O

U G

H R

L S

B O

R O

U G

H R

S T A

T E

OF FLO

I D A

R E G

TERED ARC

E C T

R O G E

A. REP

S T I E N

AR0012462

VA Project No.

RDC/JPA Project No.

Department of Veterans Affairs Medical Center

ABOVE GROUP INC.

MECHANICAL, ELECTRICAL, PLUMBING, TECHNOLOGY

305 EAST DRIVE, SUITE H

MELBOURNE, FL. 32904

321.345.9026 P

ARCHITECTURE PLANNING INTERIOR DESIGN

524 FERNWOOD AVENUE

ALTAMONTE SPRINGS, FLORIDA 32701

407.830.6522 P

RDC / JOHN POE ARCHITECTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

LERCH BATES

ELEVATOR CONSULTANT

9780 S. MERIDIAN BLVD, SUITE 450

ENGLEWOOD, CO. 80112

877.544.4171 P

35%SD SCHEMATIC DESIGN 06/24/2022

65%DD DESIGN DEVELOPMENT 09/07/2022

95%CD CONSTRUCTION DOCUMENT 10/24/2022

JAMES A. HALEY RENO &

REPLACE ELEVATORS

03.31.23

COVER SHEET

G001

ACKR

673-14-104

TAMPA FLORIDA

JAMES A. HALEY RENO & REPLACE

ELEVATORS

13000 Bruce B Downs Blvd Tampa, FL 33612 PROJECT #: 673-14-104

STATION CHIEF - MICHAEL ROGALA

100% BID DOCUMENTS 21029.00

G001 COVER SHEET

G100 CODE DATA

AB-1 GENERAL NOTES - ASBESTOS

AB-2 FLOORING & DOORS

AB-3 FLOORING & DOORS

L-1 GENERAL NOTES - LEAD

L-2 LEAD DRAWING

A01 ELEVATORS 1-3

A04 ELEVATORS 4-5

A06 ELEVATOR 6

A09 ELEVATOR 9

A10 ELEVATORS 10-11

A18 ELEVATOR 18

A401 INTERIOR ELEVATIONS

VT01 GENERAL ELEVATOR INFORMATION

VT02 PLANS AND HOISTWAY SECTION - ELEVATORS 1-3

VT03 PLANS AND HOISTWAY SECTION - ELEVATORS 4-5

VT04 PLANS AND HOISTWAY SECTION - ELEVATOR 6

VT05 PLANS AND HOISTWAY SECTION - ELEVATOR 9

VT06 PLANS AND HOISTWAY SECTION - ELEVATORS 10-11

VT07 PLANS AND HOISTWAY SECTION - ELEVATOR 18

FP001 FIRE PROTECTION LEGENDS, SYMBOLS, & NOTES

FP01 ELEVATORS 1-5 - FIRE PROTECTION - NEW WORK

FP06 ELEVATORS 6,9,10-11,18 FIRE PROTECTION - NEW WORK

FP501 FIRE PROTECTION DETAILS

P-001 PLUMBING LEGENDS, SYMBOLS, & NOTES

PS01 ELEVATORS 1-5 - PLUMBING GRAVITY - NEW WORK

PS06 ELEVATOR 6 - PLUMBING GRAVITY - NEW WORK

PS09 ELEVATOR 9 - PLUMBING GRAVITY - NEW WORK

PS10 ELEVATORS 10-11 - PLUMBING GRAVITY - NEW WORK

PS18 ELEVATOR 18 - PLUMBING GRAVITY - NEW WORK

P-501 PLUMBING DETAILS

P-801 PLUMBING SCHEDULES

M-001 MECHANICAL LEGENDS AND SYMBOLS

M01 ELEVATORS 1-5 - MECHANICAL - DEMO AND NEW WORK

M06 ELEVATOR 6 - MECHANICAL - DEMO AND NEW WORK

M09 ELEVATOR 9 - MECHANICAL - DEMO AND NEW WORK

M10 ELEVATORS 10-11 - MECHANICAL - DEMO AND NEW WORK

M18 ELEVATOR 18 - MECHANICAL - DEMO AND NEW WORK

M-501 MECHANICAL DETAILS

M-801 MECHANICAL SCHEDULES

E-001 ELECTRICAL LEGENDS & SYMBOLS

E-002 ELECTRICAL GENERAL NOTES

E101 OVERALL BASEMENT PLAN

E102 OVERALL GROUND FLOOR PLAN

E103 OVERALL 3RD FLOOR PLAN

E104 OVERALL PENTHOUSE PLAN

E01 ELEVATORS 1-3 - ELECTRICAL - DEMO AND NEW WORK

E04 ELEVATORS 4-5 - ELECTRICAL - DEMO AND NEW WORK

E06 ELEVATOR 6 - ELECTRICAL - DEMO AND NEW WORK

E09 ELEVATOR 9 - ELECTRICAL - DEMO AND NEW WORK

E10 ELEVATORS 10-11 - ELECTRICAL - DEMO AND NEW WORK

E18 ELEVATOR 18 - ELECTRICAL - DEMO AND NEW WORK

E-601 ELECATRICAL DIAGRAMS & SCHEDULES

E-801 ELECTRICAL SCHEDULES

E-802 ELECTRICAL SCHEDULES

GENERAL CONSTRUCTION NOTES

7. CONTRACTOR IS RESPONSIBLE TO VERIFY SIZES OF ALL EQUIPMENT, ETC. TO

BE INSTALLED AS PART OF THIS PROJECT, AND WHERE NECESSARY, MAKE

SPECIAL PROVISIONS TO INSTALL EQUIPMENT THAT IS TOO LARGE TO FIT

THROUGH FINISHED OPENINGS.

8. CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT TOILET ACCESSORIES,

HAND RAILS, BUMPER RAILS, SHELVING, CASEWORK, MOUNTING BRACKETS

AND OTHER WALL MOUNTED ITEMS, AS INDICATED IN THE CONTRACT

DOCUMENTS AND AS RECOMMENDED BY PRODUCT MANUFACTURERS. ALL

WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED.

9. ALL EXPOSED NEW WORK IS TO RECEIVE NEW FINISHES UNLESS

SPECIFICALLY NOTED OTHERWISE. IF NO FINISH IS INDICATED AT A

PARTICULAR SURFACE, CONTRACTOR SHALL PROVIDE FINISH(S) AS

INDICATED AT SIMILAR CONDITIONS.

10. CONTRACTOR SHALL PROVIDE COMPLETE AND FULLY OPERATIONAL

SYSTEMS WHICH COMPLY WITH STATED CODES AND REGULATIONS. WHERE

THE OMISSION OF A PART OR ELEMENT OF A SYSTEM WOULD RESULT IN THE

NON-OPERATION, OR INCORRECT OPERATION OF A SYSTEM, CONTRACTOR

SHALL INCLUDE SAID PART OR ELEMENT AS PART OF THE WORK.

11. ALL PENETRATIONS THROUGH NEW AND/OR EXISTING SMOKE OR FIRE RATED

WALLS SHALL BE SMOKE/FIRE STOPPED AS REQUIRED BY THE RATING OF

THE WALL.

12. FIRE PROTECTION CONTRACTOR'S SPRINKLER DESIGN WILL BE SUBJECT TO

AN INDEPENDENT REVIEW BY A CERTIFIED FIRE PROTECTION ENGINEER

RETAINED BY THE OWNER. THE FIRE PROTECTION CONTRACTOR IS

RESPONSIBLE FOR MAKING ANY REQUIRED CHANGES TO THE DESIGN AS

IDENTIFIED BY THE OWNER'S FIRE PROTECTION ENGINEER AS NECESSARY

FOR COMPLIANCE WITH SPECIFIED NFPA REQUIREMENTS.

* PLEASE NOTE THAT THE TERM PROJECT ENGINEER REFERS TO THE

CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.).

1. ALL WORK SHALL COMPLY WITH THE LATEST NFPA 101 LIFE SAFETY CODE,

INTERNATIONAL BUILDING CODE, AND OTHER CODES AS IDENTIFIED IN VHA

PROGRAM GUIDE PG-18-3, TOPIC 01, CODES, STANDARDS AND EXECUTIVE

ORDERS WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERAN AFFAIRS,

TECHNICAL INFORMATION LIBRRARY WEBSITE.

2. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE LATEST

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS) AND

DEPARTMENT OF VETERANS AFFAIRS BARRIER FREE DESIGN GUIDE PG-18-13

WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERANS AFFAIRS

TECHNICAL INFORMATION LIBRARY WEBSITE.

3. CONTRACTOR IS RESPONSIBLE TO VISIT THE SITE, EXAMINE AND ACCEPT

EXISTING CONDITIONS PRIOR TO BIDDING. SITE VISITS TO BE COORDINATED

WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

4. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REFINISH, TO MATCH

ADJACENT EXISTING SURFACES, ANY EXISTING MATERIALS TO REMAIN THAT

ARE DAMAGED DURING THE COURSE OF DEMOLITION OR NEW WORK.

5. WHERE REMOVAL OF EXISTING WORK IS REQUIRED FOR INSTALLATION OF

NEW WORK, CONTRACTOR SHALL REPAIR EXISTING CONSTRUCTION TO

REMAIN OR PROVIDE NEW CONSTRUCTION TO MATCH EXISTING ADJACENT

SURFACES TO REMAIN.

6. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL CONDITIONS AND

DIMENSIONS PRIOR TO ORDERING, FABRICATING OR INSTALLING NEW

MATERIALS.

DRAWING INDEX

N Scale: 1" = 300'-0"

Vicinity Map

Revisions Date

ROLL-UP

DOOR

ROLL-UP

DOOR

ROLL UP

DOOR

PASS-THRU

COPIER

0-HR Smoke Partition - NFPA 101-8.4

1-HR Smoke Barrier - NFPA 101-8.5

1-HR Fire Barrier - NFPA 101-8.3

2-HR Fire Barrier - NFPA 101-8.3

Means of Egress

Existing Wall to Remain

New Wall

CODE LEGEND

No color scheme assigned to viewAREA OF WORK

ELEVATOR 9

ELEVATOR 6

ELEVATOR 18

ELEVATOR 11

ELEVATOR 10 ELEVATOR 4

ELEVATOR 5

ELEVATOR 1

ELEVATOR 2

ELEVATOR 3

ZONE 1-G-7 ZONE 1-G-6 ZONE 1-G-5

ZONE 1-G-7

ZONE 1-G-11

ZONE 1-G-7

ZONE 1-G-6

ZONE 1-G-5

ZONE 1-G-9

ZONE 1-G-8 SOUTH

ZONE 1-G-8 WEST

MRI ZONE

ZONE 1-G-1

ZONE 1-G-2

ZONE 1-G-3

ZONE 1-G-10

ZONE 1-G-4

DOCK

ZONE 1-G-5 ZONE 1-G-4 ZONE 1-G-4

ZONE 1-G-11

ZONE 1-G-8 SOUTH

ZONE 1-G-8 WEST

MRI ZONE

ZONE 1-G-1

ZONE 1-G-3 ZONE 1-G-10

ZONE 1-G-10

LOADING DOCK

Chapter 9 - Building Service and Fire Protection Equipment

9.4.1 - An elevator, other than an elevator in accordance with 7.2.13, shall not be considered a component in a required means of egress but shall be permitted as a component in an accessible means of egress.

9.4.2.1 - Except as modified herein, existing elevators, escalators, dumbwaiters, and moving walks shall be in accordance with the requirements of ASME A17.1/CSA B44

9.4.3.1 - All new elevators shall conform to the fire fighters’ emergency operations requirements of ASME

A17.1/CSA B44

9.4.5 – Elevator Machine Rooms: Elevator machine rooms that contain solid-state equipment for elevators, other than existing elevators, having a travel distance exceeding 50 ft above the level of exit discharge, or exceeding 50 ft below the level of exit discharge, shall be provided with independent ventilation or air-conditioning systems to maintain temperature during fire fighters’ emergency operations for elevator operation. The operating temperature shall be established by the elevator equipment manufacturer’s specifications. When standby power is connected to the elevator, the machine room ventilation or air-conditioning shall be connected to standby power.

9.6.1.3 – Fire Alarm System req’d for life safety shall be per NFPA 70 and 72.

9.6.3.1 – Occupant notification shall be provided per 9.6.3, 18.3.4.3.1.

9.6.3.4 – Where permitted by Chapters 11 thru 43, a positive alarm sequence shall be permitted per NFPA 72

(See 18.3.4.3).

9.6.4.1 – Emergency Forces notification req’d per 9.6.4 and 18.3.4.3.2.1.

9.6.5.1 – Emergency Control functions shall be installed per NFPA 72 as req’d per 9.6.5 and 18.3.4.4.

9.6.7.1 – Alarm annunciation is required per 9.6.7 and 18.3.4.3.3.

9.7.1.1 – Supervised automatic sprinkler system as req’d by 9.7.1 and 18.3.5.1 and shall comply with

NFPA 13.

Chapter 10 Interior Finish, Content and Furnishings

10.2.3 – Interior Wall or Ceiling Finish – shall be classified for fire performance and smoke development per

10.2.3.1 or 10.2.3.3 except as indicated in 10.2.4.

10.2.3.1 - Interior wall and ceiling finish materials shall be classified in accordance with NFPA 286 and comply with 10.2.3.2.

10.2.3.3 – Wall and Ceiling – Classifications characteristics:

(1) Class A: Flame spread: 0-25; Smoke dev.: 0-450.

(2) Class B: Flame spread: 26-75; Smoke dev.: 0-450.

(3) Class C: Flame spread: 76-200; Smoke dev.: 0-450.

(4) Existing interior finish exempt from smoke dev. criteria.

10.2.7.2 – Floor finish other than carpet: Min. Rad flux: .1 W/ cm².

10.2.7.3 – Interior Floor Finish –shall be classified based on NFPA 253 or ASTM E 648.

10.2.7.4 – Interior Floor – Classifications characteristics:

10.2.7.4.1 – Class I: Rad flux: min .45 W/cm².

10.2.7.4.2 – Class II: Rad flux: min .22 W/cm², and max. .45 W/cm².

10.2.8.1 – Wall and Ceiling finishes, where sprinkled:

Class C permitted in any location where Class B is req’d.

Class B permitted in any location where Class A is req’d.

10.2.8.2 – Floor finishes, where sprinkled:

Class II permitted in any location where Class I is req’d.

Provisions of 10.2.7.2 shall apply where Class II is req’d.

Chapter 19 - Existing Health Care Occupancies

19.1.6.1 - The existing building is a Hospital and therefore falls under Chapter 19.

19.2.5 - Arrangment of Means of Egress: No Change.

19.2.6 - Travel Distance to Exits: No Change

2018 NFPA 101 Life Safety Code Review Elevators 1-5, 6, 9-11, and 18 are part of building one. Elevator 18 is part of the MRI building addition.

Chapter 3

3.3.150 - Building One corresponds to definition of a hospital.

Chapter 6 Classification of Occupancy and Hazard of Contents

6.1.5 - Health Care Occupancy

Chapter 7 Means of Egress

7.1.3.1 - Exit Access Corridors: >30 occup load = 1-hr. fire rating.

Exception 1): Building is existing and occupancy classification has not changed.

7.1.3.2.1 – Exit Separation:

(1) The separation shall have a minimum 1-hr fire resistitance rating where the exit connects three or fewer stories.

7.3.1.2 – Occupant Load: No Change

7.3.2.2 – Max. projection within means of egress on ea. side: 4-1/2” (38” hgt. max.).

7.3.3.1 – Egress capacity (Health Care, sprinklered) Table 7.3.3.1- Stairs = .3” per occup; Level components and ramps = .2” per occup.

7.4.1.2 – Min. number of means of egress from any story = 2.

7.5.1.3.1 – Where more than 1 exit is required from building: shall be remotely located from each other.

7.5.1.3.3 – Remoteness of exits – Bldgs. protected by AFSS per 9.7, Min. separation distance between 2 exits = 1/3 max. overall diag. dimension of the area or bldg. served.

Chapter 8 Features of Fire Protection Table A.8.2.1.2 Fire Resistance Ratings for Type V (111) Construction (per Table 18.1.6.1)

Exterior Bearing Walls: 1 hour Interior Bearing Walls: 1 hour Columns: 1 hour Beams, Girders, Trusses: 1 hour Roof Ceiling Assemblies: 1 hour

*Basements are not counted as stories

Table 8.3.3.2.2 – Min Fire Protection for Openings in Fire-rated Assemblies:

Component Walls Fire Drs Vision Panel (size) FR Vision Panel FR Window Vert. shafts (stairs, exits):1 hr 1 hr Max tested D-H-60 NP Fire Barriers: 1 hr 3/4 hr Max tested D-H-45 3/4 hr

8.6.5 – Shafts- Req’d Fire Rating:

8.6.11.1 - Any concealed combustible space in which exposed building materials having a flame spread index greater than 25 when tested in accordance with 10.2.3, shall be draftstopped as follows:

(1) Every exterior and interior wall and partition shall be firestopped at each floor level, at the top-story ceiling level, and at the level of support for roofs.

(2) N/A See 8.6.11.2

(3) Any concealed space between the ceiling and the floor or roof above shall be draftsopped for the full depth of the space along the line of support for the floor or roof sructural members and, if necessary, at tother locations to form areas not to exceed 1,000 sqft for any space between the ceiling and floor, and 3000 sqft for any space between the ceiling and roof.

8.6.11.2 - The requirments of 8.6.11.1 shall not apply where any of the follwing conditions are met:

(1) Where the space is protected throughout by an approved automatic sprinkler system in accordance with Section 9.7.

S1.0-F

1-HR RATED

FIRE BARRIER

U.L. #U465

4 7/8"

9.219.21

9.02

9.80

7.82

STRUCTURE ABOVE

FIN. CEILING

FLOOR SLAB

S2.0-F

6 1/8"

9.219.21

7.82

2-HR RATED

FIRE BARRIER

U.L. #U419

9.80

9.219.21

S T A

T E

OF FLO

I D A

R E G

TERED ARC

E C T

R O G E

A. REP

S T I E N

AR0012462

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

35%SD SCHEMATIC DESIGN 06/24/2022

65%DD DESIGN DEVELOPMENT 09/07/2022

95%CD CONSTRUCTION DOCUMENT 10/24/2022

JAMES A. HALEY RENO &

REPLACE ELEVATORS

03.31.23

CODE DATA

G100

ACKR

673-14-104

TAMPA FLORIDA

STATION CHIEF - MICHAEL ROGALA

100% BID DOCUMENTS 21029.00

NOTES

7.82 Continuous acoustic sealant @ non-rated walls / fire-rated sealant @ rated walls each side.

9.02 3 5/8" non-structural metal framing @ 16" o.c.

9.21 5/8" Type X gypsum board.

9.80 Acoustic insulation

Scale: 1/32" = 1'-0"1

GROUND FLOORN

DEDUCTS:

DEDUCT ALTERNATE 1: REMOVE ELEVATOR #18 FROM SCOPE OF WORK.

DEDUCT ALTERNATE 2: REMOVE ELEVATORS #18 AND #9 FROM SCOPE OF WORK.

DEDUCT ALTERNATE 3: REMOVE ELEVATORS #18, #9, AND #6 FROM SCOPE OF WORK.

N.T.S.Scale:

TEMPORARY WALL TYPE

N.T.S.Scale:

WALL TYPE

Revisions Date

PHASING:

PHASE 1: ELEVATOR 3 & 4

PHASE 2: ELEVATOR 2 & 5

PHASE 3: ELEVATOR 1 & 11

PHASE 4: ELEVATOR 6 & 10

PHASE 5: ELEVATOR 9 & 18

R R

E E

A01

ELEVATOR

PIT

DUCT SHAFT

PIPE

BASEMENT

8" 28'-8" 8"

E E

A01

ELEVATOR 1 ELEVATOR 3ELEVATOR 2

DUCT SHAFT

14.0614.06 14.0614.0614.0614.06

14.0414.0414.0414.04

14.0814.08 14.0814.08 14.0814.08

E E

A01

ELEVATOR 1 ELEVATOR 2 ELEVATOR 3

DUCT SHAFT

14.06 14.0614.06

14.0414.0414.0414.04

14.0814.08 14.0814.08 14.0814.08

14.06 14.0614.06

E E

A01

ELEVATOR 1 ELEVATOR 2 ELEVATOR 3

DUCT SHAFT

14.06 14.0614.06

14.0414.0414.0414.04

14.0814.08 14.0814.08 14.0814.08

14.0614.0614.06

E E

A01

ELEVATOR 1 ELEVATOR 2 ELEVATOR 3

DUCT SHAFT

14.06 14.0614.06

14.0414.0414.0414.04

14.0814.08 14.0814.08 14.0814.08

14.06 14.0614.06

E E

A01

ELEVATOR 1 ELEVATOR 2 ELEVATOR 3

DUCT SHAFT

14.06

14.0614.06

14.0414.0414.0414.04

14.0814.08 14.0814.08 14.0814.08

14.06

14.0614.06

E E

A01

ELEVATOR 1 ELEVATOR 2 ELEVATOR 3

DUCT SHAFT

14.06

14.0614.06

14.0414.0414.0414.04

14.0814.08 14.0814.08 14.0814.08

14.06

14.0614.06

E E

A01

ELEVATOR 1 ELEVATOR 2 ELEVATOR 3

DUCT SHAFT

14.06 14.0614.06

14.0414.0414.0414.04

14.0814.08 14.0814.08 14.0814.08

14.0614.0614.06

E E

A01

ELEVATOR 1 ELEVATOR 2 ELEVATOR 3

DUCT SHAFT

14.06 14.0614.06

14.0414.0414.0414.04

14.0814.08 14.0814.08 14.0814.08

14.0614.06 14.06

E E

F F

G G

A01

A04

PENTHOUSE

DUCT SHAFT

14.11 14.11 14.11

14.1214.13 14.12 14.1214.13 14.13

S2.0-FS2.0-F

S2.0-F

1.03

1.031.03

1.03

LEVEL B (PIPE

BASEMENT)

34'-2 5/8"

LEVEL G (GROUND

FLOOR)

43'-2 5/8"

LEVEL 07 (SEVENTH

FLOOR)

134'-1 3/8"

UPPER PENT.

158'-4 3/8"

PENT. ROOF

170'-9 3/8"

LOWER PENT.

146'-9 3/8"

PENTHOUSE

OVERSPEED

GOVERNOR

SUB-FLOOR

ELEVATOR 1

ELEVATOR

PIT

T R

A V

E L D

A N

C E

LEVEL B (PIPE

BASEMENT)

34'-2 5/8"

LEVEL G (GROUND

FLOOR)

43'-2 5/8"

LEVEL 01 (FIRST

FLOOR)

57'-0"

LEVEL 02 (SECOND

FLOOR)

70'-9 3/8"

LEVEL 03 (THIRD

FLOOR)

83'-5 3/8"

LEVEL 04 (FOURTH

FLOOR)

96'-1 3/8"

LEVEL 05 (FITH

FLOOR)

108'-9 3/8"

LEVEL 06 (SIXTH

FLOOR)

121'-5 3/8"

LEVEL 07 (SEVENTH

FLOOR)

134'-1 3/8"

UPPER PENT.

158'-4 3/8"

PENT. ROOF

170'-9 3/8"

LOWER PENT.

146'-9 3/8"

PENTHOUSE

OVERSPEED

GOVERNOR

SUB-FLOOR

ELEVATOR 2ELEVATOR 1 ELEVATOR 3

ELEVATOR

PIT

14.0714.0714.07

TYP.

E E

A01

OVERSPEED

GOVERNOR

SUB-FLOOR

DUCT SHAFT

2.03

2.032.03

2.03

ELEVATOR 10 & 11

ELEVATOR 9

ELEVATOR 18

ELEVATOR 6

ELEVATOR 4 & 5

ELEVATOR 1, 2 & 3

S T A

T E

OF FLO

I D A

R E G

TERED ARC

E C T

R O G E

A. REP

S T I E N

AR0012462

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

35%SD SCHEMATIC DESIGN 06/24/2022

65%DD DESIGN DEVELOPMENT 09/07/2022

95%CD CONSTRUCTION DOCUMENT 10/24/2022

JAMES A. HALEY RENO &

REPLACE ELEVATORS

03.31.23

ELEVATORS 1-3

A01

ACKR

673-14-104

TAMPA FLORIDA

STATION CHIEF - MICHAEL ROGALA

100% BID DOCUMENTS 21029.00

Scale: 3/16" = 1'-0"B

PIPE BASEMENT

Scale: 3/16" = 1'-0"G

GROUND FLOOR

Scale: 3/16" = 1'-0"1

1ST FLOOR

Scale: 3/16" = 1'-0"2

2ND FLOOR

Scale: 3/16" = 1'-0"3

3RD FLOOR

Scale: 3/16" = 1'-0"4

4TH FLOOR

Scale: 3/16" = 1'-0"5

5TH FLOOR

Scale: 3/16" = 1'-0"6

6TH FLOOR

Scale: 3/16" = 1'-0"7

7TH FLOOR

Scale: 3/16" = 1'-0"9

MACHINE ROOM

Scale: 1/8" = 1'-0"11

SECTION

Scale: 1/8" = 1'-0"10

SECTION

Scale: 3/16" = 1'-0"8

GOVERNOR SUBFLOOR

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. All wood blocking to be fire retardent treated.

D. Elevator Contractor to provide 42" car-top railing as needed per code.

E. Coordinate light fixtures and utility outlet locations with Elevator Contractor.

F. Verify all conditions in the field prior to fabrication, erection and construction.

G. All asbestos containing material (ACM) must be abated per the direction of the C.O.R. and project specification 017419 and specification 02 82 13.19 and local state and federal regulations.

Abatement if required is to be scheduled in appropriate sequence with demolition, new construction and project phasing.

I. Coordinate phase completion and start-up with requirements as set forth by the C.O.R. to maintain daily operations to near as normal as possible.

J. Coordinate location of job dumpster with the C.O.R. so as to disrupt daily operations as little as possible.

K. Coordinate access to all phases of construction, deliveries, and debris removal with the C.O.R. See General Requirements.

L. Elevator doors shall be removed and replaced one at a time per elevator shaft. New doors are to be installed immediately upon the removal of the existing door or a temporary rated partition must be installed to enclose the opening. Coordinate locations of partitions with C.O.R.

M. Existing HVAC, medical gases, sprinklers and water supply to be maintained throughout as required during each phase of construction. Coordinate phasing with Mechanical and Plumbing contractor. Support and protect all lines during each phase of construction. See MEP Drawings.

N. Provide and maintain negative air pressure at all construction.

Coordinate with HVAC contractor. See HVAC plans for temporary venting requirements and duct locations.

O. Temporary partition to structural deck above.

P. Existing power must be maintained throughout as required during each phase of construction.Coordinate phasing with Electrical Contractor. Coordinate power turnover with requirements as dictated by the C.O.R. See Electrical Drawings.

Q. Coordinate sequence construction with C.O.R. so that only one side of any corridor in use is obstructed at any one time.

R. Coordinate all work involving the generation of excessive noise so as to occur during non-peak operating hours, 1000 to 1600 daily.

Activities to occur during this time include, but are not limited to saw cutting, jack hammering, hammer drilling and core drilling. If there is any question as to whether an operation should occur during this time the Contractor will contact the C.O.R.

GENERAL NOTES

N N.T.S.Scale:

KEY PLAN

NOTES

1.03 Install new fire barrier partition wall where security cage was demolished. Install new double door where gate was demolished. See A04/10 for demo plan.

2.03 Existing wall to remain.

14.04 Elevator Contractor to provide continuous hoistway fascia as required.

14.06 Elevator Contractor to wrap all entrance frames with stainless steel cladding as specified.

14.07 Existing hoistway sills to remain in place.

14.08 Existing guide rails to be retained as needed.

14.11 Block up hoist machine as required to provide proper arc of contact of hoist ropes on the drive sheave and to access the deflector sheave in the machine room. Provide steel checker-plate over machine beams to eliminate any tripping hazard, and create working platform.

14.12 Provide 3-phase mainline power feeder with disconnecting means for each elevator controller. Provide 1-phase feeder with disconnecting means for car lighting, ventilation system and receptacle for each elevator. These disconnecting means shall include overcurrent protection, shall be located in the machine room, and shall meet N.E.C. requirements.

14.13 For equipment in the machine room, a clearance of not less than 18" shall be provided in the directions(s) required for maintenance, and a clear path of not less than 18" shall be provided to all components that require maintenance.

R R

F F

8" 18'-1" 8"

A04

ELEVATOR

PIT

F F

A04

ELEVATOR 4 ELEVATOR 5

LVL G -

ELEVATOR

LOBBY

14.0614.06 14.0614.06

14.0814.08

14.0414.0414.0414.04

14.0814.08

F F

A04

ELEVATOR 4 ELEVATOR 5

LVL 01 -

ELEVATOR

LOBBY

14.06 14.06

14.0814.08

14.0414.0414.0414.04

14.0814.08

14.0614.06

F F

A04

ELEVATOR 4 ELEVATOR 5

LVL 02 -

ELEVATOR

LOBBY

14.06

14.0814.08

14.0414.0414.0414.04

14.0814.08

14.06

F F

A04

ELEVATOR 4 ELEVATOR 5

LVL 03 -

ELEVATOR

LOBBY

14.06 14.06

14.0814.08

14.0414.0414.0414.04

14.0814.08

F F

A04

ELEVATOR 4 ELEVATOR 5

LVL 04 -

ELEVATOR

LOBBY

14.06 14.06

14.0814.08

14.0414.0414.0414.04

14.0814.08

14.0614.06

F F

A04

ELEVATOR 4 ELEVATOR 5

LVL 05 -

ELEVATOR

LOBBY

14.06 14.06

14.0814.08

14.0414.0414.0414.04

14.0814.08

14.06 14.06

F F

A04

ELEVATOR 4 ELEVATOR 5

LVL 06 -

ELEVATOR

LOBBY

14.06 14.06

14.0814.08

14.0414.0414.0414.04

14.0814.08

14.0614.06

F F

A04

ELEVATOR 4 ELEVATOR 5

LVL 07 -

ELEVATOR

LOBBY

14.06 14.06

14.0814.08

14.0414.0414.0414.04

14.0814.08

14.06 14.06

LEVEL B (PIPE

BASEMENT)

34'-2 5/8"

LEVEL G (GROUND

FLOOR)

43'-2 5/8"

LEVEL 01 (FIRST

FLOOR)

57'-0"

LEVEL 02 (SECOND

FLOOR)

70'-9 3/8"

LEVEL 03 (THIRD

FLOOR)

83'-5 3/8"

LEVEL 04 (FOURTH

FLOOR)

96'-1 3/8"

LEVEL 05 (FITH

FLOOR)

108'-9 3/8"

LEVEL 06 (SIXTH

FLOOR)

121'-5 3/8"

LEVEL 07 (SEVENTH

FLOOR)

134'-1 3/8"

UPPER PENT.

158'-4 3/8"

PENT. ROOF

170'-9 3/8"

LOWER PENT.

146'-9 3/8"

PENTHOUSE

OVERSPEED

GOVERNOR

SUB-FLOOR

ELEVATOR 4

ELEVATOR

PIT

T R

A V

E L D

A N

C E

LEVEL B (PIPE

BASEMENT)

34'-2 5/8"

LEVEL G (GROUND

FLOOR)

43'-2 5/8"

LEVEL 01 (FIRST

FLOOR)

57'-0"

LEVEL 02 (SECOND

FLOOR)

70'-9 3/8"

LEVEL 03 (THIRD

FLOOR)

83'-5 3/8"

LEVEL 04 (FOURTH

FLOOR)

96'-1 3/8"

LEVEL 05 (FITH

FLOOR)

108'-9 3/8"

LEVEL 06 (SIXTH

FLOOR)

121'-5 3/8"

LEVEL 07 (SEVENTH

FLOOR)

134'-1 3/8"

UPPER PENT.

158'-4 3/8"

PENT. ROOF

170'-9 3/8"

LOWER PENT.

146'-9 3/8"

PENTHOUSE

ELEVATOR

PIT

ELEVATOR 4 ELEVATOR 5

OVERSPEED

GOVERNOR

SUB-FLOOR

14.0714.07

TYP.

F F

A04

OVERSPEED

GOVERNOR

SUB-FLOOR

LOWER

PENTHOUSE

E E

F F

G G

A01

A04

PENTHOUSE

AD01

14.11 14.12

14.13 14.11

14.12

14.13

S2.0-FS2.0-F

S2.0-F

1.03

1.031.03

1.03

ELEVATOR 10 & 11

ELEVATOR 9

ELEVATOR 18

ELEVATOR 6

ELEVATOR 4 & 5

ELEVATOR 1, 2 & 3

PENTHOUSE

2.50

2.51

S T A

T E

OF FLO

I D A

R E G

TERED ARC

E C T

R O G E

A. REP

S T I E N

AR0012462

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

35%SD SCHEMATIC DESIGN 06/24/2022

65%DD DESIGN DEVELOPMENT 09/07/2022

95%CD CONSTRUCTION DOCUMENT 10/24/2022

JAMES A. HALEY RENO &

REPLACE ELEVATORS

03.31.23

ELEVATORS 4-5

A04

ACKR

673-14-104

TAMPA FLORIDA

STATION CHIEF - MICHAEL ROGALA

100% BID DOCUMENTS 21029.00

Scale: 3/16" = 1'-0"B

PIPE BASEMENT

Scale: 3/16" = 1'-0"G

GROUND FLOOR

Scale: 3/16" = 1'-0"1

1ST FLOOR

Scale: 3/16" = 1'-0"2

2ND FLOOR

Scale: 3/16" = 1'-0"3

3RD FLOOR

Scale: 3/16" = 1'-0"4

4TH FLOOR

Scale: 3/16" = 1'-0"5

5TH FLOOR

Scale: 3/16" = 1'-0"6

6TH FLOOR

Scale: 3/16" = 1'-0"7

7TH FLOOR

Scale: 1/8" = 1'-0"11

SECTION

Scale: 1/8" = 1'-0"12