J.02 Attachment 02 - Drawings Signed and Sealed [134 Pages].pdf

PDF 42 MB Posted Oct 24, 2022

Attached to: Y1DA--FY22: NRM Tier 2 (PROJ: 573-18-600) BB - Renovate Stairwells
Solicitation number: 36C24822R0188
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 solicitation is for renovating stairwells at a Department of Veterans Affairs facility located in Gainesville, Florida. Proposals are due by November 28, 2022 for project 573-18-600, which involves renovating stairwells at the specified address. An optional site visit has been scheduled for November 3, 2022 at 10:00 AM for interested parties to meet at the basement entrance of building 1 after parking in one of the onsite garages. The solicitation was issued by the Veterans Health Administration Veterans Integrated Service Network 8 on behalf of the Department of Veterans Affairs.

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Other files

File	Type	Posted
J.11 Attachment 11 – Subcontractor Past Performance Consent Form [1 Page].pdf	PDF	Oct 24, 2022
J.09 Attachment 09 – Past Performance Survey [3 Pages].pdf	PDF	Oct 24, 2022
J.10 Attachment 10 – Letter of Commitment Key Subcontractors [1 Page].pdf	PDF	Oct 24, 2022
J.06 Attachment 06 – Price Matrix [1 Page].xlsx	XLSX spreadsheet	Oct 24, 2022
SF1449- SOLICITATION 36C24822R0188 - OPEN MARKET.pdf	PDF	Oct 24, 2022
J.01 Attachment 01 - Statement of Work [6 Pages].docx	DOCX document	Oct 24, 2022
J.03 Attachment 03 - Specifications [786 Pages].pdf	PDF	Oct 24, 2022
J.07 Attachment 07 – Experience Modification Rate (EMR) [1 Page].docx	DOCX document	Oct 24, 2022
J.04 Attachment 04 - Wage Determination [5 Pages].pdf	PDF	Oct 24, 2022
J.08 Attachment 08 - Past Performance Questionnaire [5 Pages].docx	DOCX document	Oct 24, 2022
J.05 Attachment 05 - VHA Supplemental Contract Requirements for Combatting COVID-19 [1 Page].pdf	PDF	Oct 24, 2022

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SHEET INDEX

G0.1

SHEET

NO. DRAWING TITLE

GENERAL

G0.2

ARCHITECTURAL

SHEET

NO.

COVER SHEET

NOTES, ABBREVIATIONS AND LEGEND

LOCATION MAP

NOT TO SCALE

AREA MAP

NOT TO SCALE

A1.3

A1.4

A2.2 STAIR NO. 2

A3.1

STAIR NO. 3A3.2

STAIR NO. 3

A1.2

A2.1 STAIR NO. 2

STAIR NO. 1 (ALTERNATE NO. 1)A1.1

TRUE

NORTH

TRUE

NORTH

RENOVATION OF HOSPITAL STAIRWELLS

PROJECT NO. 573-18-600

FINAL SUBMITTAL

MALCOM RANDALL VA MEDICAL CENTER

GAINESVILLE, FL 32608

A5.1 STAIR NO. 5

A5.2 STAIR NO. 5

PIPE BASEMENT KEY PLANA0.1

PLAN

NORTH

PLAN

NORTH

A6.1 STAIR NO. 6

A6.2 STAIR NO. 6

A7.1 STAIR NO. 7

A8.1 STAIR NO. 8

A9.1 STAIR NO. 9 (ALTERNATE NO. 2)

A9.2

A9.3

A10.1 STAIR NO. 10 (ALTERNATE NO. 3)

A10.2

A10.3

A11.1 STAIR NO. 11 (ALTERNATE NO. 4)

A11.2

A11.3

A12.1 STAIR NO. 12

A12.2 STAIR NO. 12

A12.3 STAIR NO. 12

A17.1 STAIR NO. 17

A17.2 STAIR NO. 17

A18.1 STAIR NO. 18 (ALTERNATE NO. 5)

A18.2

A19.1 STAIR NO. 19

ARCHITECTURAL (CONTINUED)

A21.1 STAIR NO. 21

A22.1 STAIR NO. 22

A31.1 STAIR NO. 31

A32.1 STAIR NO. 32

A43.1 STAIR NO. 43

A44.1 STAIR NO. 44

A51.1 STAIR NO. 51

A52.1 STAIR NO. 52

A53.1 STAIR NO. 53

A54.1 STAIR NO. 54

PLUMBING

P17.1

P18.1

M001

STRUCTURAL

STAIR NO. 17 - PLUMBING

STAIR NO. 18 - PLUMBING

STAIR NO. 17 - MECHANICALM17.1

M18.1 STAIR NO. 18 - MECHANICAL

ELECTRICAL

LEGEND AND SCHEDULESE0.1

E1.1

E1.2

E1.3

E2.1

E2.2

E3.1 E3.2

E5.1

E5.2

STAIR NO. 1 - ELECTRICAL

STAIR NO. 2 - ELECTRICAL

STAIR NO. 3 - ELECTRICAL

STAIR NO. 5 - ELECTRICAL

STAIR NO. 6 - ELECTRICAL

STAIR NO. 7 - ELECTRICAL

E6.1

E6.2

E7.1

E8.1

E9.1

E9.2

E9.3

E10.1

E10.2

E10.3

E11.1

E11.2

E11.3

E12.1

E12.2

E12.3

E17.1

E18.1

E19.1

E21.1

E22.1

E31.1

E32.1

E43.1

E44.1

E51.1

E52.1

E53.1

E54.1

STAIR NO. 8 - ELECTRICAL

STAIR NO. 9 - ELECTRICAL

STAIR NO. 10 - ELECTRICAL

STAIR NO. 11 - ELECTRICAL

STAIR NO. 12 - ELECTRICAL

STAIR NO. 17 - ELECTRICAL

STAIR NO. 18 - ELECTRICAL

STAIR NO. 19 - ELECTRICAL

STAIR NO. 21 - ELECTRICAL

STAIR NO. 22 - ELECTRICAL

STAIR NO. 31 - ELECTRICAL

STAIR NO. 32 - ELECTRICAL

STAIR NO. 43 - ELECTRICAL

STAIR NO. 44 - ELECTRICAL

STAIR NO. 51 - ELECTRICAL

STAIR NO. 52 - ELECTRICAL

STAIR NO. 53 - ELECTRICAL

STAIR NO. 54 - ELECTRICAL

E55.1 STAIR NO. 55 - ELECTRICAL

A55.1 STAIR NO. 55

E41.1

E42.1

STAIR NO. 41 - ELECTRICAL

STAIR NO. 42 - ELECTRICAL

A42.1 STAIR NO. 42

P001 LEGENDS AND NOTES

A2.3 STAIR NO. 2

A601 STAIR FINISH SCHEDULE - BUILDING 1

A602

A603

A604

STAIR FINISH SCHEDULE - E WING

STAIR FINISH SCHEDULE - ACA

STAIR FINISH SCHEDULE - BED TOWER

A611

A612

A613

A614

DOOR AND FRAME SCHEDULE - BUILDING 1

DOOR AND FRAME SCHEDULE - E WING

DOOR AND FRAME SCHEDULE - ACA

DOOR AND FRAME SCHEDULE - BED TOWER

A3.3 STAIR NO. 3

A5.3 STAIR NO. 5

A6.3 STAIR NO. 6

A7.2 STAIR NO. 7

A8.2 STAIR NO. 8

A9.4

A10.4

A11.4

A12.4 STAIR NO. 12

A701 SIGNAGE TYPES

E0.2 OVERALL KEY PLAN

A31.2 STAIR NO. 31

A32.2 STAIR NO. 32

A33.1 STAIR NO. 33

A42.2 STAIR NO. 42

BASEMENT KEY PLANA0.2

FIRST FLOOR KEY PLANA0.3

SECOND FLOOR KEY PLANA0.4

THIRD FLOOR KEY PLANA0.5

FOURTH FLOOR KEY PLANA0.6

FIFTH FLOOR KEY PLANA0.7

ROOF KEY PLANA0.8

STAIR NO. 1 (ALTERNATE NO. 1)

STAIR NO. 9 (ALTERNATE NO. 2)

STAIR NO. 10 (ALTERNATE NO. 3)

STAIR NO. 11 (ALTERNATE NO. 4)

STAIR NO. 18 (ALTERNATE NO. 5)

A501

A41.1

A22.2 STAIR NO. 22

STAIR DETAILS

STAIR NO. 41

LEGENDS, GENERAL NOTES, DETAIL, AND SCHEDULES

MECHANICAL (CONTINUED)

A17.3 STAIR NO. 17

A18.3 STAIR NO. 18 (ALTERNATE NO. 5)

S001 STRUCTURAL NOTES

S101 SLAB PLAN AND DETAILS

MECHANICAL

A702 SIGNAGE TYPES

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

FINAL SUBMITTAL

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

COVER SHEET RENOVATION OF HOSPITAL

STAIRWELLS

GAINESVILLE, FL

G0.1

573-18-600

DN DB/AW/SJ5-13-2022

STAMP

ARCHITECTURAL ABBREVIATIONSARCHITECTURAL LEGEND ARCHITECTURAL GENERAL NOTES

GENERAL PROJECT NOTES

A301

A201

A401

ROOM

NAME

+ 0'-6"

AIR CONDITIONING

ACOUSTICAL CEILING TILE

ABOVE FINISH FLOOR

ALUMINUM

BATT INSULATION

BOTTOM OF

CEMENTITIOUS BACKER BOARD

CEMENTITIOUS CRYSTALLINE WATERPROOFING

COLD-FORMED METAL FRAMING

CORNER GUARD

CENTERLINE

CERAMIC MOSAIC TILE

CONCRETE MASONRY UNIT

CASED OPENING

COMMUNICATION

CONCRETE

CONCRETE WITH SEALER

CONTINUOUS

CONTRACTING OFFICER'S REPRESENTATIVE

CONTRACTING OFFICER'S TECHNICAL

REPRESENTATIVE

CERAMIC TILE

CERAMIC TILE BASE

CARPET

DIAMETER

EXPANSION JOINT

ELECTRICAL

EQUAL

EXPOSED STRUCTURE

ET CETERA

EXISTING

EXPOSED

FACTORY FINISH

FLOOR DRAIN

FIRE EXTINGUISHER CABINET

FIRE HOSE CABINET

FINISHED FLOOR

FINISH

FLOOR

FACE OF

FIELD VERIFY

(PRIOR TO ORDERING OR CUTTING)

FABRIC WALLCOVERING

GAGE

GRANITE

GYPSUM (WALL) BOARD

HANDICAPPED

HOLLOW METAL

HANDRAIL

HEATING VENTILATION AND AIR-CONDITIONING

MATERIAL

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

MASONRY OPENING

METAL

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

OPPOSITE HAND

PORCELAIN BASE

PLASTER

PLASTIC LAMINATE

PORCELAIN TILE

PAIR

PAINT

QUARRY TILE

RESILIENT BASE

REFRIGERATOR

REQUIRED

RESINOUS FLOORING

RESINOUS EPOXY WALL-CEILING

ROUGH OPENING

RUBBER FLOORING

RECESSED PAPER HOLDER

SEALED HIGH BUILD GLAZED COATING

(SPECIAL COATING)

SOAP DISPENSER

SOLID CORE WOOD

SIMILAR

SANITARY NAPKIN DISPENSER

SPECIAL FACED

STAINLESS STEEL/SOLID SURFACE

STEEL

SUBSTRATE

SHEET VINYL

SOLID VINYL TILE

TACK BOARD

TELEPHONE

TOP OF

TOILET PAPER

TYPICAL

UNLESS NOTED OTHERWISE

VINYL COMPOSITION TILE

VINYL WALL COVERING

WALL COVERING

WALL PROTECTION

WOOD

WELDED SEAM SHEET FLOORING

(HEAT WELDED WITH ROD)

AFF

ALUM

BATT

CBB

CCW

CFMF

CMT

CMU

COMM

CONC

CONC-S

CONT

COR

COTR

CTB

DIA

ELEC

ETC

EXP

FAC FIN

FEC

FHC

FIN

FLR

FWC

GRA

GYP BD/GWB

HVAC

MATL

MAX

MECH

MFR

MIN

MTL

NIC

NTS

PLS

REF

REQ'D

RES-2

RES-W

RPH

SCW

SIM

SND

STL

SUBS

SVT

TELE

TYP

UNO

VCT

VWC

WSF

ROOM NAME AND NUMBER

DOOR NUMBER

KEYED NOTE

DETAIL CALLOUT

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

SECTION CALLOUT

VERTICAL ELEVATION

COLUMN CENTERLINE DESIGNATION

DEMOLITION NOTE

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

ELEVATION CALLOUT

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

A. DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO:

FACE OF NEW MASONRY

FACE OF NEW WALL STUDS

TOP OF SLAB

TOP OF MASONRY

B. COORDINATE WITH ELECTRICAL, HVAC, PLUMBING, AND FIRE PROTECTION

DRAWINGS FOR ADDITIONAL REQUIREMENTS. COORDINATE DUCT, CONDUIT,

AND PIPE OPENINGS IN SLABS, ROOF, AND WALLS. COORDINATE DUCT,

CONDUIT, AND PIPE ROUTING ABOVE CEILINGS. PATCH HOLES CAUSED BY

THE REMOVAL OF EQUIPMENT, PIPING, CONDUIT, DUCT, GRILLS, ETC. WITH

MATERIALS MATCHING EXISTING SLAB OR WALL IN STRUCTURE, MATERIAL,

THICKNESS, ALIGNMENT, GRADES, AND QUALITY.

C. COORDINATE AND PROVIDE SOLID FIRE RETARDANT TREATED WOOD

AND METAL BLOCKING FOR HANDRAILS, GUARDRAILS, ETC.

COORDINATE LOCATIONS WITH COR FOR GOVERNMENT FURNISHED

EQUIPMENT.

D. `PROVIDE' IS DEFINED AS PROVIDING MATERIALS, DELIVERY, STORAGE,

HANDLING, INSTALLATION, ADJUSTMENT, AND CLEANING FOR THE ITEM

INDICATED.

E. SEAL PIPE PENETRATIONS THROUGH SLABS, MASONRY, SMOKE RATED

PARTITIONS AND FIRE-RATED PARTITIONS WITH THE APPROPRIATE FIRESTOP

TO MAINTAIN THE RATING OF THE WALL OR SLAB. SUBMIT CUT SHEETS

AND SPECIFICATIONS TO THE COR FOR APPROVAL PRIOR TO INSTALLATION.

PROVIDE UL LISTED ASSEMBLIES.

F. COORDINATE CONTRACTOR DUMPSTER LOCATION WITH GOVERNMENT

DUMPSTER LOCATION TO BE IDENTIFIED PRIOR TO BIDDING.

G. COORDINATE DEMOLITION AND NEW WORK AMONG DISCIPLINES.

REMOVE COMPLETELY ALL MATERIALS AS INDICATED ON THE DRAWINGS AND

AS REQUIRED FOR NEW CONSTRUCTION.

A. THE CONTRACTOR SHALL BE PREPARED TO STOP ANY WORK AND CLEAR

UP THE WORK AREA IF SO ASKED IN MEDICAL SITUATIONS REQUIRING

SUCH ACTION.

B. THE CONTRACTOR SHALL NOT ORDER OR INSTALL ANY MATERIALS OR

EQUIPMENT UNTIL SUBMITTALS FOR SUCH HAVE BEEN APPROVED.

C. ALL TOOLS AND MATERIALS USED IN THIS PROJECT SHALL BE PROPERLY

SECURED AT ALL TIMES BY THE CONTRACTOR TO REDUCE POSSIBILITY OF

ANY OF THESE TOOLS BEING A HAZARD TO PATIENTS, VISITORS, OR

EMPLOYEES.

D. THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING I.D. BADGES FOR

EACH MEMBER OF HIS WORK FORCE. VALID FORMS OF I.D. ARE REQUIRED

TO RECEIVE BADGES. COORDINATE WITH COR.

E. THE CONTRACTOR, AT HIS EXPENSE, WILL BE RESPONSIBLE FOR TRAINING

EACH MEMBER OF HIS WORK FORCE ON VA POLICIES FOR ON-SITE WORK

BEFORE ANY MEMBER WILL BE ALLOWED TO PERFORM WORK ON VA

PREMISES.

F. ABSOLUTELY NO VA TOOLS, MATERIALS, OR EQUIPMENT WILL BE LOANED OR

GIVEN BY THE VA TO ANY MEMBER OF THE CONTRACTOR'S WORK FORCE

AT ANY TIME.

G. ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR EXPOSURE TO

CONSTRUCTION SMOKE, DUST, AND DEBRIS SHALL BE SUITABLY

PROTECTED TO PREVENT ACCIDENTAL ALARM DURING CONSTRUCTION.

ALL SUCH ACTION MUST BE FIRST COORDINATED AND CLEARED WITH

COR AND THE VA SAFETY OFFICER. ALL FUNCTIONAL FIRE ALARM

DEVICES SHALL BE ACTIVE WHENEVER CONTRACTOR'S FORCES ARE NOT

PRESENT IN WORK AREA.

H. THE CONTRACTOR MUST PROVIDE WRITTEN FIRE SAFETY CHECKLIST AT THE

END OF EVERY WORKDAY TO THE COR CERTIFYING THAT ALL WORK AREAS

HAVE BEEN SURVEYED AND FOUND TO BE SECURE, SAFE, AND FREE OF

ANY FLAMMABLE LIQUIDS.

I. CONTRACTOR SHALL COORDINATE ONLY WITH THE COR AND

CONTRACTING OFFICER.

J. SEE SPECIFICATION SECTION 01 35 26 FOR INTERIM LIFE SAFETY

MEASURES.

K. ALL FINISH COLORS TO BE SELECTED BY COR/ VA INTERIOR

DESIGNER WHERE NOT OTHERWISE INDICATED. CONTRACTOR SHALL

SUBMIT THE COLORS PER SUBMITTAL REQUIREMENT OF CONTRACT.

L. THE CONTRACTOR SHALL NOT OPERATE ANY EXISTING VA EQUIPMENT

INCLUDING BUT NOT LIMITED TO ELECTRICAL, FIRE-HYDRANT, VALVES,

PUMPS, ETC., WITH OUT AUTHORIZATION FROM THE VAMC ENGINEERING

SERVICE, UNLESS AN EMERGENCY SITUATION EXISTS. IN GENERAL, THE

OPERATING STAFF OF THE VAMC ENGINEERING SERVICE WILL OPERATE

ANY EXISTING EQUIPMENT WHICH THE CONTRACTOR MAY REQUIRE

CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL CONSTRUCTION

PERMIT IS APPROVED/SIGNED.

CARD READERCR

HIGH-PRESSURE LAMINATEHPL

LUXURY VINYL TILELVT

EDGE OF DECKEOD

J. COMPLETE LAYOUT AND COORDINATION DRAWINGS AT 1/4" SCALE

SHALL BE PROVIDED. CONSTRUCTION WORK SHALL NOT START ON ANY

SYSTEM UNTIL THE LAYOUT AND COORDINATION DRAWINGS HAVE BEEN

APPROVED.

DOWNSPOUTDS

CONTROL JOINTCJ

ELECTRIC DRINKING FOUNTAINEDF

FIRE RETARDANT TREATEDFRT

EXTERIOR INSULATION FINISHING SYSTEMEIFS

WATER RESISTANTWR

SECTION CUT

HEAD/JAMB/SILL DETAIL NUMBER

ACCESS TO STAIRS

A. THE CONTRACTOR WILL NOT HAVE ACCESS TO ALL STAIRS AT ONE TIME.

B. COR MUST APPROVE SEQUENCE AND PHASING OF WORK FOR EACH STAIR.

TRANSITIONAL STOPTS

M. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING

DIMENSIONS OF INSTALLED CONSTRUCTION PRIOR TO COMMENCING

WITH THE WORK. IN THE EVENT THAT ANY DISCREPANCIES BETWEEN

THE INDICATED WORK AND EXISTING CONDITIONS ARE DISCOVERED, THE

CONTRACTOR SHALL NOTIFY THE COR FOR INTERPRETATON AND

DIRECTION PRIOR TO PROCEDING WITH THE WORK.

K. PATCH AND REPAIR ALL DAMAGED SURFACES AS NEEDED TO INSTALL NEW

WORK.

ALL WORK SHALL COMPLY

WITH FEDERAL ABA,

LOCAL, AND STATE

ACCESSIBILITY CODES AND

REQUIREMENTS.

DOOR LOCATIONS

TYPICAL DETAILS

TYP DOOR LOCATION

SEE DOOR SCHEDULE

TYP

ACCESSIBILITY REQUIREMENTS

FRONT APPROACHES

HINGE-SIDE APPROACHES

LATCH-SIDE APPROACHES

USE EITHER

OPTION 1 OR

OPTION 2

ALL DOOR ASSEMBLIES SHALL BE CONSTRUCTED TO MEET THE

INDICATED MINIMUM CLEARANCES AS APPLICABLE.

1'-0" IF DOOR HAS BOTH

A CLOSER AND A

LATCH

5' -0

1'-6"

3' -6

4'-6"

4' -0

O P

5' -0

OPTION 1

3'-0"

O P

4' -6

OPTION 2

3'-6"

2'-0"

4' -0

2'-0"

3' -6

4' -0

4' -6

W / C

E R

4' -0

W / C

E R

W /C

E R

A N

D L

UL DETAIL C-AJ-1254UL DETAIL W-L-2038

NOTE:ANY UL ASSEMBLY MEETING CRITERIA MAY

BE UTILIZED. ASSEMBLIES INDICATED ON THIS

SHEET ARE FOR INFORMATION ONLY.

Min Min Thk of

Concrete Floor In.

(mm)

4-1/2 (114)

3-1/2 (89)

Thk of Concrete Wall In.

(mm)

(127)

(102)

Type of Pipe

Steel Pipe

Iron Pipe

Copper Tube

Copper Pipe

Steel Pipe

Iron Pipe

Copper Tube

Copper Pipe

Annular Space In.

(mm)

1/2 to 1 (13 to 25)

3/8 to 1-1/2 (9.5 to 38)

1/4 to 5/8 (6 to 16)

Packing Mtl

Type

Mineral Wool

Ceramic Blanket

Packing Mtl Thk In.

(mm)

(102)

(76)

F Rating

T Rating

2 1

2 1/2

1-1/2 1/2

A/D FIRE PROTECTION SYSTEMS INC - A/D FIREBARRIER

Intumescent Sealant or A/D FIREBARRIER Acrylic Sealant

*Bearing the UL Classification Mark

Firestop System - The F and T Ratings of the system are dependent upon the thickness of concrete, type of pipe, annular space, packing material type and thickness as shown in the table below:

WALL

FLOOR

AND

WALL

PENETRATION DIAGRAM

EXISTING PARTITION

FIRE RATED SEALANT

PENETRANT

MUDDED CONDITION

SEE NOTE

NOTE: CLEAN EXISTING "MUDDED" SEALANT & REPLACE

A. Packing Material - Min. 4 in. (102 mm) thickness of min 4.0 pcf (64 kg/m3) mineral wool batt insulation or min. 3 in. (76 mm) thickness of min. 6 pcf (96 kg/m3) ceramic fiber blanket insulation firmly packed into opening as a permanent form as specified in the table above.

Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material.

B. Fill, Void or Cavity Material* - Caulk - Min. 1/2 in. (13 mm) thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall.

FIRESTOP SYSTEM

FLOOR

AND

WALL

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

FINAL SUBMITTAL

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

NOTES, ABBREVIATIONS AND

LEGEND

RENOVATION OF HOSPITAL

STAIRWELLS

GAINESVILLE, FL

G0.2

573-18-600

DN DB/AW/SJ5-13-2022

DESIGN CODES

1.01 2018 INTERNATIONAL BUILDING CODE (IBC) AS MODIFIED BY:

A. ANSI/ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

1.02 AMERICAN CONCRETE INSTITUTE (ACI)

A. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

GENERAL STRUCTURAL NOTES

1.01 ELEVATIONS AS SHOWN ON THE STRUCTURAL DRAWINGS ARE ELEVATIONS RELATIVE TO

THE FINISHED EXISTING FIRST FLOOR ELEVATION 0FT 0IN.

1.02 WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR NOTE IS SHOWN FOR ONE

CONDITION, IT SHALL APPLY FOR ALL SIMILAR OR LIKE CONDITIONS UNLESS OTHERWISE

NOTED.

1.03 THE STRUCTURAL DESIGN OF THE BUILDING IS BASED ON THE FULL INTERACTION OF ALL ITS

COMPONENT PARTS, WITH NO PROVISION MADE FOR CONDITIONS OCCURRING DURING

CONSTRUCTION. THEREFORE, CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND

TEMPORARY SHORING DURING CONSTRUCTION IN ACCORDANCE WITH APPLICABLE

STANDARDS.

1.04 CONTRACTOR IS RESPONSIBLE FOR ALL JOB SITE SAFETY INCLUDING THE SAFE RIGGING, LIFTING AND SETTING OF MATERIALS AND EQUIPMENT IN ACCORDANCE WITH APPLICABLE

STANDARDS.

1.05 FURNISH AND INSTALL ALL NECESSARY ATTACHMENTS, ANCHORAGES AND ACCESSORIES

TO PROVIDE A COMPLETE STRUCTURALLY SOUND BUILDING, STRUCTURE, WITH A

CONTINUOUS LOAD PATH. BRING ANY DISCONTINUITIES TO THE ATTENTION OF THE

GOVERNMENT IMMEDIATELY.

1.06 FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF FABRICATION OR

CONSTRUCTION. BRING ANY DISCREPANCIES ALONG WITH DETAILED FIELD SKETCHES OF

AS-BUILT CONDITIONS TO THE ATTENTION OF THE GOVERNMENT IMMEDIATELY.

1.07 COORDINATE AND VERIFY ALL DIMENSIONS AND DETAILS WITH THE EXISTING, CIVIL,

PROCESS, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE

PROTECTION, SHOP AND SUBMITTAL, DRAWINGS. NOTIFY THE GOVERNMENT IMMEDIATELY

OF ANY DISCREPANCIES

SHOP DRAWINGS

1.01 STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY.

SHOP DRAWINGS SHALL DETAIL ALL CONDITIONS IN ACCORDANCE WITH SPECIFIED

STANDARDS AND THE SPECIFIC REQUIREMENTS OF THIS PROJECT AS INDICATED ON THE

DRAWINGS.

1.02 PHOTOCOPY REPRODUCTIONS OF THE CONTRACT DOCUMENTS WILL BE REJECTED AND

CONTRACTOR WILL BE RESPONSIBLE FOR ANY ASSOCIATED DELAYS. STRUCTURAL

DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. SHOP DRAWINGS

SHALL DETAIL ALL CONDITIONS IN ACCORDANCE WITH SPECIFIED STANDARDS AND THE

SPECIFIC REQUIREMENTS OF THIS PROJECT AS INDICATED ON THE DRAWINGS. THE

PURPOSE OF SHOP DRAWINGS IS TO VERIFY THAT THE CONTRACTOR HAS INTERPRETED

THE INTENT OF THE CONSTRUCTION DOCUMENTS CORRECTLY, DETAIL ALL CONDITIONS,

INDEPENDENTLY CHECK, CONFIRM AND COORDINATE ALL DIMENSIONS AND DETAILS, TAKE

FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS, FUNCTIONALITY AND CONSTRUCTABILITY

AS WELL AS COORDINATE WITH OTHER TRADES AND ACTUAL PRODUCTS PURCHASED. THE

CONTRACT DRAWINGS ARE NOT INTENDED FOR THIS PURPOSE AND TRANSLATION OF

ELECTRONIC MEDIA MAY NOT BE ACCURATE. THE USE OF PHOTOCOPY REPRODUCTIONS

DEFEATS THE PURPOSE OF SHOP DRAWINGS AND DOING SO IS ENTIRELY AT THE

CONTRACTORS OWN RISK.

1.03 A COPY OF THE APPROVED, SIGNED AND SEALED DOCUMENTS SHALL BE SUBMITTED TO THE

GOVERNMENT FOR REVIEW AND BE AVAILABLE AT THE JOB SITE DURING INSPECTION AS

REQUIRED.

1.04 REVIEW OF SUBMITTALS INCLUDING SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR

OF THE SOLE RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE

PREPARATION OF THOSE SUBMITTALS.

1.05 SUBMITTALS SHALL BE REVIEWED BY THE CONTRACTOR, PRIOR TO SUBMISSION FOR

ENGINEER'S REVIEW, FOR CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND AS-

BUILT CONDITIONS. ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS SHALL BE

CLEARLY NOTED ALONG WITH REASONS FOR THE DEVIATION.

1.06 ALLOW A MINIMUM OF TWO CALENDAR WEEKS (14 DAYS), THREE CALENDAR WEEKS (21

DAYS) AT CHRISTMAS AND NEW YEARS FROM RECEIPT OF SUBMITTALS AT THE ENGINEERS

OFFICE FOR REVIEW. ALLOW TIME IN THE CONSTRUCTION SCHEDULE FOR SHIPPING AND

PROCESSING TIME IN ADDITION TO SUCH REVIEWS.

EXISTING CONDITIONS

1.01 AS WITH ANY WORK AFFECTING EXISTING CONSTRUCTION, UNFORESEEN CONDITIONS ARE

UNAVOIDABLE WITHOUT DEMOLISHING OTHERWISE SERVICEABLE CONSTRUCTION,

DISRUPTING OCCUPIED OPERATIONS AND INCURRING SIGNIFICANT COST FOR CLOSE UP

EXAMINATION AND NON-DESTRUCTIVE TESTING DURING THE DESIGN STAGE.

1.02 WITH THE PASSAGE OF TIME SINCE THE CREATION OF AS-BUILT DRAWINGS AND/OR THE

DESIGNERS SURVEY, BOTH CONCEALED AND VISIBLE CONDITIONS MAY HAVE CHANGED DUE

TO ALTERATIONS, ADDITIONS, RENOVATIONS AND DETERIORATION.

1.03 PRIOR TO THE COMMENCEMENT OF ANY WORK IN PREPARATION OF CONSTRUCTION

RELATED ACTIVITIES, INCLUDING BUT NOT LIMITED TO SHOP DRAWING PREPARATION, ALL

EMBEDDED AND CONCEALED ITEMS LIKELY TO BE ENCOUNTERED DURING CONSTRUCTION

SHALL BE LOCATED AND MARKED ON THE SURFACE. THIS WORK SHALL BE ACCOMPLISHED

BY DESTRUCTIVE AND/OR NON-DESTRUCTIVE MEANS WITHOUT IMPAIRING THE STRUCTURAL

INTEGRITY OF THE ASSOCIATED MEMBERS. SHORING AS REQUIRED SHALL BE DESIGNED BY

A PROFESSIONAL STRUCTURAL ENGINEER, LICENSED IN THE STATE OF THE PROJECT, AND

FURNISHED AND INSTALLED AT NO ADDITIONAL COST.

1.04 EXISTING CONDITIONS THAT INTERFERE OR OTHERWISE AFFECT THE DESIGN,

CONSTRUCTION OR SERVICEABILITY OF THE WORK SHALL BE BROUGHT TO THE ATTENTION

OF THE STRUCTURAL ENGINEER, INCLUDING PLAN AND SECTION SKETCHES PREPARED BY A

LICENSED SURVEYOR, IMMEDIATELY FOR RESOLUTION. THE CONTRACTOR SHALL ALLOW

TWO CALENDAR WEEKS IN THE SCHEDULE FOR DESIGN RESOLUTION OF THE

INTERFERENCE AFTER ALL INFORMATION ABOUT THE INTERFERENCE, INCLUDING SIZE,

LOCATION AND FUNCTION OF THE EMBEDMENT, HAS BEEN RECEIVED BY THE STRUCTURAL

ENGINEER.

STRUCTURAL DRAWING ABBREVIATIONS:

BOT BOTTOM

B/STL BOTTOM OF STEEL

CB CONCRETE BEAM

C.J. CONSTRUCTION OR CONTROL JOINT

CMU CONCRETE MASONRY UNIT

CONN CONNECTION

DIAG DIAGONAL

EA EACH

EF EACH FACE

EL ELEVATION

EMBED EMBEDMENT

EOS EDGE OF SLAB

EW EACH WAY

EXF EXISTING FOOTING

FOB FACE OF BRICK

FF FAR FACE

FP FACE OF PANEL

FX FOOTING MARK NUMBER (SEE SCHEDULE)

HORIZ HORIZONTAL

IFW INSIDE FACE OF WALL

LLH LONG LEG HORIZONTAL

LLO LONG LEG OUT

LLV LONG LEG VERTICAL

LSH LONG SIDE HORIZONTAL

LSV LONG SIDE VERTICAL

MAX. MAXIMUM

MIN. MINIMUM

NF NEAR FACE

OC ON CENTER

OFW OUTSIDE FACE OF WALL

PLF POUNDS PER LINEAR FOOT

SOG SLAB-ON-GROUND

STD STANDARD

T&B TOP AND BOTTOM

T/FTG TOP OF FOOTING

T/STL TOP OF STEEL

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT VERTICAL

WWR WELDED WIRE REINFORCEMENT

REINFORCED CONCRETE NOTES:

1.01 CONCRETE DESIGN IS IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE, ACI 318.

1.02 CONCRETE WORK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE FIELD REFERENCE MANUAL: STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE ACI 301 WITH SELECTED ACI AND

ASTM REFERENCES (SP-15).

1.03 SUBMIT REINFORCING STEEL SHOP DRAWINGS AND RECEIVE APPROVAL PRIOR TO FABRICATION OF

SAME.

1.04 ALL CONCRETE SHALL BE NORMAL WEIGHT (145PCF) AND HAVE A MINIMUM 28-DAY COMPRESSIVE

STRENGTH AS FOLLOWS UNLESS NOTED OTHERWISE:

A. f'c = 4000 PSI FOR FOUNDATIONS AND LOCATIONS NOT OTHERWISE NOTED.

1.05 CONCRETE MIX DESIGN SUBMITTAL REQUIREMENTS:

A. FOR EACH UNIQUE MIX DESIGN/CODE PROPOSED, CLEARLY INDICATED WHICH COMPONENT THE MIX

WILL BE USED FOR. (E.G. FOOTING, EXTERIOR WALLS, INTERIOR WALLS, EXTERIOR SLAB ON GRADE, INTERIOR SLAB ON GRADE, ELEVATED SLAB, MASONRY GROUT FILL, PAVING ETC.)

B. CEMENT: AMOUNT PER CUBIC YARD AND SUPPLIER.

C. FLYASH: AMOUNT PER CUBIC YARD, SUPPLIER, A HISTORY OF SUCCESSFUL USE OF FLYASH

CONCRETE IN SIMILAR APPLICATIONS.

D. AGGREGATE: AMOUNT PER CUBIC YARD, TYPE AND COMPOSITE GRADATION ANALYSIS INCLUDING

BOTH COARSE AND FINE.

E. WATER: AMOUNT PER CUBIC YARD AND WATER/CEMENT RATIO.

F. ADMIXTURES: TYPE, AMOUNT PER CUBIC YARD, PRODUCT DATA INDICATING ASTM COMPLIANCE AND

CHLORIDE ION CONTENT.

G. COMPRESSIVE TESTS OF PAST USAGE OF THE SUBMITTED MIX DESIGN INDICATING THE SAME MIX

DESIGN CODE.

1.06 WHEN STRENGTH DATA FROM FIELD EXPERIENCE OR TRIAL MIXTURES ARE NOT AVAILABLE, CONCRETE

MIX DESIGN SHALL COMPLY WITH THE FOLLOWING:

A. 4000 PSI NORMAL WEIGHT CONCRETE SHALL BE BASED ON A MAXIMUM AGGREGATE SIZE OF 1 IN., MAXIMUM WATER/CEMENT RATIO OF .44 FOR NON-AIR-ENTRAINED AND.35 FOR AIR-ENTRAINED

CONCRETE AND A MAXIMUM SLUMP OF 3"

B. THE MAXIMUM SLUMPS SPECIFIED ABOVE SHALL NOT BE EXCEEDED PRIOR TO THE ADDITION OF

WATER REDUCING ADMIXTURES REGARDLESS OF THE EXISTENCE OF TEST DATA.

C. AIR ENTRAINED CONCRETE SHALL BE USED FOR EXTERIOR EXPOSED CONCRETE IN ACCORDANCE

WITH THE FOLLOWING:

1. MODERATE EXPOSURE BASED ON THE MAXIMUM NOMINAL AGGREGATE SIZE:

a. 3/4": 5 % +/- 1-1/2%

b. 1": 4.5 % +/- 1-1/2%

c. 1-1/2": 4.5 % +/- 1-1/2%

D. NORMAL WEIGHT AGGREGATE SHALL COMPLY WITH ASTM C 33.

E. WHEN PERMITTED, THE WEIGHT OF FLYASH SHALL NOT EXCEED 25% OF THE WEIGHT OF CEMENT

PLUS POZZOLAN.

1.07 CONCRETE SLABS ON GRADE SHALL NOT BE LOADED UNTIL A MINIMUM CONCRETE STRENGTH OF 1800

PSI HAS BEEN ATTAINED AND THE CONCRETE IS AT LEAST THREE DAYS OLD. ALL OTHER CONCRETE MEMBERS SHALL NOT BE LOADED UNTIL THE SPECIFIED CONCRETE DESIGN STRENGTH HAS BEEN

ATTAINED.

1.08 CONCRETE SHALL BE TESTED IN ACCORDANCE WITH ACI 301 AND THE SPECIFICATIONS, WHEN PROVIDED, FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. AT A MINIMUM, CONCRETE SPECIMENS SHALL BE TAKEN FOR EVERY 100 YARDS OR PORTION THEREOF FOR EACH MIX DESIGN PLACED IN A DAY.

CONCRETE TEST REPORTS SHALL BE AVAILABLE ON SITE FOR INSPECTION.

1.09 C.J. ON THE SLAB AND FOUNDATION PLAN INDICATES A KEY-FORMED CONSTRUCTION JOINT OR SAW-CUT CONTROL JOINT IN THE CONCRETE SLAB ON GRADE. SAW-CUT CONTROL JOINTS SHALL BE INSTALLED WITHIN 12 HOURS OF SLAB PLACEMENT. CONTINUE REINFORCEMENT THROUGH JOINTS UNLESS NOTED

OTHERWISE, IN WHICH CASE DO NOT CUT REINFORCING STEEL. UNLESS OTHERWISE NOTED

CONSTRUCTION AND/OR CONTROL JOINTS SHALL BE SPACED NO FARTHER APART THAN 15-FT. O.C. IN

EACH DIRECTION CREATING PANELS WITH AN ASPECT RATIO NOT GREATER THAN 2:1.

1.10 ALL STEEL REINFORCEMENT SHALL CONFORM WITH THE FOLLOWING:

A. DEFORMED BARS SHALL CONFORM WITH ASTM A 615 GRADE 60.

B. DEFORMED BARS THAT WILL BE WELDED SHALL CONFORM TO ASTM A 706 GRADE 60. WELDING SHALL

BE IN ACCORDANCE WITH AWS D1.4 STRUCTURAL WELDING CODE.

C. WELDED WIRE FABRIC (WWF) SHALL CONFORM WITH ASTM A 185, LATEST ADOPTED EDITION, 65 KSI

YIELD AND SHALL BE SUPPLIED IN FLAT SHEETS.

1. SLAB-ON-GRADE WWF SHALL BE SUPPORTED BY PLASTIC COATED CHAIRS OR CONCRETE BRICK 2"

BELOW THE TOP OF SLAB. THE USE OF CLAY BRICKS OR PULLING UP WWF DURING CONCRETE

PLACEMENT IS STRICTLY PROHIBITED. USE A MINIMUM OF 6 X 6 - W1.4 X W1.4.

2. WWF ABOVE FORMED SURFACES SHALL BE SUPPORTED BY PLASTIC COATED CHAIRS AT THE MID

DEPTH BETWEEN THE CONCRETE SURFACE AND TOP OF FORM OR FLOOR DECK FLUTE.

1.11 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE. SPLICE ONLY AS SHOWN OR APPROVED.

STAGGER SPLICES WHERE POSSIBLE. DOWELS SHALL MATCH SIZE AND SPACING OF THE SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITH TENSION SPLICES. UNLESS OTHERWISE NOTED, ALL REINFORCING SHALL BE CONTACT LAP SPLICED WITH A CLASS B SPLICE IN ACCORDANCE WITH ACI 318-05. FOR BARS WITH A MINIMUM COVER AND SPACING GREATER THAN 2.0DB AND 3.0DB (DB = BAR DIAMETER) RESPECTIVELY, THE MINIMUM SPLICE LENGTH, EXPRESSED IN BAR DIAMETERS, SHALL NOT BE LESS THAN SPECIFIED IN THE REBAR SPLICE SCHEDULE. SPLICE LENGTHS SHALL BE INCREASED BY A FACTOR OF 1.3 FOR TOP REINFORCEMENT AND WHEN LIGHTWEIGHT CONCRETE IS USED. LAP WELDED

WIRE FABRIC (WWF) ONE SPACE PLUS 2" ON ALL SIDES AT SPLICES.

1.12 ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90-DEG HOOK UNO.

1.13 ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS AROUND CORNERS AND THROUGH

CONSTRUCTION JOINTS UNO.

1.14 CONCRETE COVER AT REINFORCEMENT:

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH -3"

B. FORMED CONCRETE EXPOSED TO WEATHER OR EARTH:

1. (#5 AND SMALLER) -1½ ".

2. (#6 TO #18) -2".

C. FORMED CONCRETE NOT EXPOSED TO WEATHER OR EARTH:

1. SLABS, WALL AND JOISTS:

a. # 11 BARS & SMALLER - 3/4".

2. BEAMS AND COLUMNS - 1½"

1.15 CORNER EDGES OF CONCRETE TO BE LEFT EXPOSED TO VIEW SHALL HAVE A CHAMFER OR RADIUS OR

AS INDICATED ON THE DRAWINGS.

1.16 CHECK ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND EQUIPMENT

DRAWINGS FOR EMBEDDED ITEMS AND PENETRATIONS PRIOR TO CONCRETE PLACEMENT

1.17 ALL CONSTRUCTION JOINTS SHALL HAVE A ROUGH SURFACE AND BE CLEAN PRIOR TO SUBSEQUENT

CONCRETE POUR.

1.18 NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN SLABS AND FOOTINGS UNO.

1.19 WHERE OPENINGS OCCUR IN SLABS AND WALLS, PLACE THE REINFORCING THAT NORMALLY OCCURS IN

LINE WITH THE OPENING EQUALLY TO EITHER SIDE OF THE OPENING.

1.20 CONCRETE SHALL RECEIVE THE FOLLOWING FINISHES:

A. EXTERIOR SLABS - BROOM FINISH IN DIRECTION OF SLOPE.

B. ALL OTHER CONCRETE - STEEL TROWEL FINISH

1.21 ALL CONCRETE SHALL BE CONSOLIDATED BY VIBRATION, SPADING, RODDING OR FORKING SO THAT THE CONCRETE IS THOROUGHLY WORKED AROUND THE REINFORCEMENT, AROUND EMBEDDED ITEMS, AND

INTO CORNERS OF FORMS, ELIMINATING ALL AIR OR STONE POCKETS WHICH MAY CAUSE

HONEYCOMBING, PITTING, OR PLANES OF WEAKNESS. IF VIBRATORS, OF ADEQUATE SIZE, ARE USED THEY SHALL BE INSERTED AND WITHDRAWN AT POINTS APPROXIMATELY 18 INCHES APART. AT EACH

INSERTION, THE DURATION SHALL BE SUFFICIENT TO CONSOLIDATE THE CONCRETE BUT NOT

SUFFICIENT TO CAUSE SEGREGATION (GENERALLY FROM 5 TO 15 SECONDS).

1.22 MAINTAIN CONCRETE AFTER PLACEMENT WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT

TEMPERATURE FOR THE PERIOD NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF

CONCRETE (NOT LESS THAN 7 DAYS). COMPLY WITH THE REQUIREMENTS OF ACI 308 - STANDARD PRACTICE FOR CURING CONCRETE; AMERICAN CONCRETE INSTITUTE. A COMBINATION CURING AND SEALING COMPOUND SHALL BE APPLIED AFTER THE CONCRETE HAS BEEN FINISHED OR THE FORMS REMOVED. COMPOUND SHALL BE IN ACCORDANCE WITH ASTM C309, LATEST ADOPTED EDITION, TYPE I, CLASS B. (DESIGN BASIS W.R. MEADOWS CS-309).

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMPARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

590 MEANS ST NW

STE. 200

ATLANTA, GA 30318

STRUCTURAL NOTES RENOVATION OF HOSPITAL

STAIRWELLS

GAINESVILLE, FL

S001

573-18-600

5-13-2022

FINAL SUBMITTAL

DCASLW

R.4

22W3E3

R E

REF

1' - 6"

REF

7' - 0 3/8"

REF

13' - 1 5/8"

S101

4" SLAB W/ #4@12" @

SLAB MID DEPTH (HI)

5' - 5"

S101

REF

1' - 2 1/4"

CB-1

C B

-1

S101

9' - 6"

WALL

S101

4" SLAB W/ #4@12" @

SLAB MID DEPTH (LOW)

CAST ALUMINUM

NOSINGS

EXIST.SIDEWALK

ELEV

+91'- 4"

ELEV

±89'- 1 5/8"

ELEV

±89'- 9 5/8"

ELEV

+91'- 4"

PLAN

NORTH

TRUE

NORTH

#4@12" O.C. 2"

BELOW TOP OF SLAB

#4@12" O.C.

2'- 0"

#4@12" O.C. COMPACTED

EARTH FILL

V A

2" CLR 1

1 1/2" XS ASTM

A53 PIPE TYP.

WALL/FOOTING

BELOW

#4x4'-0" LG. +8" STD. HK.

AT MID-DEPTH OF SLAB

NOTE:

S.O.G. CORNER BAR @ RE-ENTRANT

CORNER & OTHER SIMILAR CONDITIONS

1. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS FOR REVIEW

2. REF DENOTES FOR REFERENCE ONLY, FIELD VERIFY

3. TOP OF STAIR LANDING TO MATCH EXISTING FINISHED FLOOR

4. SEE ARCHITECTURAL FOR DEMOLITION

STAIR 55

3/16

1/4" ASTM A36 CAP

PLATE TYP.

1 1/2" XS ASTM

A53 PIPE TYP.

1/2"x7"x0'-7" ASTM

A36 PLATE TYP.

2" 4"

2" D

. M

E D

G E

1 1/2"

1/8

DIST. MIN.

4" EDGE

DIST. MIN.

4" EDGE

1/2"x2 3/4" EMBED

HILTI HY200

ANCHORS TYPICAL

E Q

- 1

EXISTING

BUILDING

S101

TYP.

3/16

TYP

1 1/2" XS ASTM

A53 PIPE TYP.

PAINT RAILING

AND PLATE TYP.

SEE ARCH.

EXISTING

BUILDING

S101

TYP.

- 1

E Q

1 1/2" XS ASTM A53

PIPE TYP. PAINT

RAILING AND PLATE

TYP. SEE ARCH.

6" SLAB WI #4@12" O.C. EA.

WAY AT MID DEPTH OF SLAB

4" SLAB WI #4@12" O.C. EA.

WAY AT MID DEPTH OF SLAB

EXISTING WALL

EXISTING

CONCRETE

CB-1 12"x12" CONCRETE BEAM

W/ (2)#5 TOP AND (3)#5 BOTTOM

CB-1 12"x12" CONCRETE BEAM

W/ (2)#5 TOP AND (3)#5 BOTTOM

#3 NOSING TYP.

MAX

11"

EXISTING SIDEWALK

1/2" PJF & SEALANT

EXISTING

CONCRETE WALL

EXISTING CONCRETE WALL

1' - 0"

#4@12" O.C.

TYP R

E F

- 2

COMPACTED EARTH FILL

DRILL HOLE INTO EXISTING CONCRETE WALL 10 BAR DIAM'S DEEP

BY ONE BAR DIAM. +1/4" MAX DIAMETER AND EPOXY INTO WALL IN

ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS

CLEAN AND ROUGHEN EXISTING SURFACE AND APPLY EPOXY

BONDING AGENT PRIOR TO PLACEMENT OF FRESH CONCRETE

IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS

#4@12" O.C.

M A

#4@12" O.C.

3"x48" CAST ALUMINUM

NOSING, AMERICAN STAIR

TREADS OR EQUAL

6" SLAB WI #4@12" O.C.

EA. WAY AT MID DEPTH

OF SLAB

CB-1 12"x12" CONCRETE BEAM

W/ (2)#5 TOP AND (3)#5 BOTTOM

CB-1 12"x12" CONCRETE BEAM

W/ (2)#5 TOP AND (3)#5 BOTTOM

EXISTING SIDEWALK

1/2" PJF & SEALANT

EXISTING WALL

EXISTING CONCRETE WALL

REF

1 1/4"

DRILL HOLE INTO EXISTING CONCRETE

WALL 10 BAR DIAM'S DEEP BY ONE BAR

DIAM. +1/4" MAX DIAMETER AND EPOXY

INTO WALL IN ACCORDANCE WITH

MANUFACTURERS RECOMMENDATIONS

CLEAN AND ROUGHEN EXISTING SURFACE

AND APPLY EPOXY BONDING AGENT PRIOR

TO PLACEMENT OF FRESH CONCRETE IN

ACCORDANCE WITH MANUFACTURERS

RECOMMENDATIONS

SLOPE

#4@12" O.C.

6" SLAB WI #4@12" O.C.

EA. WAY AT MID DEPTH

OF SLAB

4" SLAB WI #4@12" O.C. EA.

WAY AT MID DEPTH OF SLAB

CB-1 12"x12" CONCRETE BEAM

W/ (2)#5 TOP AND (3)#5

BOTTOM

CB-1 12"x12" CONCRETE BEAM

W/ (2)#5 TOP AND (3)#5 BOTTOM

#3 NOSING TYP.

MAX

11"

EXISTING SIDEWALK

1/2" PJF & SEALANT

EXISTING CONCRETE WALL

1' - 0" R E

- 2

DRILL HOLE INTO EXISTING CONCRETE WALL 10 BAR DIAM'S DEEP

BY ONE BAR DIAM. +1/4" MAX DIAMETER AND EPOXY INTO WALL IN

ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS

CLEAN AND ROUGHEN EXISTING SURFACE AND APPLY EPOXY

BONDING AGENT PRIOR TO PLACEMENT OF FRESH CONCRETE

IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS

EXISTING WALL

REF

1 1/4"

#4@12" O.C.

CB-1 12"x12" CONCRETE BEAM

W/ (2)#5 TOP AND (3)#5 BOTTOM

EXISTING LAWN

1/2" PJF & SEALANT

EXISTING

CONCRETE WALL

DRILL HOLE INTO EXISTING CONCRETE WALL 10 BAR DIAM'S DEEP

BY ONE BAR DIAM. +1/4" MAX DIAMETER AND EPOXY INTO WALL IN

ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS

CLEAN AND ROUGHEN EXISTING SURFACE AND APPLY EPOXY

BONDING AGENT PRIOR TO PLACEMENT OF FRESH CONCRETE

IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS#4@12" O.C.

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMPARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

590 MEANS ST NW

STE. 200

ATLANTA, GA 30318

SLAB PLAN AND DETAILS RENOVATION OF HOSPITAL

STAIRWELLS

GAINESVILLE, FL

S101

573-18-600

5-13-2022

FINAL SUBMITTAL

DCASLW

1/2" = 1'-0"S101

1 STAIR 55 SLAB PLAN

1' 2'

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

6" 4' 6

1" = 1'-0"S101

3 SECTION

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

1' 2' 4' 8'

3/4" = 1'-0"S101

4 TYPICAL SLAB CORNER BAR DETAILS

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

1' 2' 4' 8'

SLAB PLAN NOTES

KEY PLAN

1 1/2" = 1'-0"S101

5 DETAIL

3/4" = 1'-0"S101

6 STAIR RAILING WEST ELEVATION

3/4" = 1'-0"S101

7 STAIR RAILING EAST ELEVATION

1' 2' 3'

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

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

1' 2' 4' 8'

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

1' 2' 4' 8'

3/4" = 1'-0"S101

2 NEW STAIR

3/4" = 1'-0"S101

9 DETAIL AT NEW SLAB

3/4" = 1'-0"S101

8 NEW WALL ELEVATION

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

1' 2' 4' 8'

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

1' 2' 4' 8'

1' 2' 3'

Scale: 1"=1'-0"

6" 4'

3/4" = 1'-0"S101

10 DETAIL AT NEW SLAB

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

1' 2' 4' 8'

STAIR 43

STAIR 44

STAIR 1STAIR 4

STAIR 2

STAIR 3 STAIR 17

STAIR 55

STAIR 18

STAIR 41

STAIR 42

STAIR 51

STAIR 19

STAIR 53

STAIR 54

STAIR 8

STAIR 21

STAIR 7

STAIR 5

STAIR 33

STAIR 52

(ALT. NO 1)

(ALT. NO 5)

(N.I.C)

R.4

E.9

122W3E345E55W6E66W7E77W88w910E1010W11E1111W12E1212W13141516

35 34

32 31 30 29 28 27 26 25 24 23 22

M.6

K.3

G.7

F.5

E.8 E.7

E.2

D.2

C.2

B.2

17181920.2 202121.221.4

R.9

R.10

E.4

E.3

J.5

J.7

9 10 10.2 10.8 11 12 12.8 13 13.3 13.5

TRUE

NORTH

PLAN

NORTH

0' 15' 30' 60' 90'

SCALE: 1" = 30'-0"

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

FINAL SUBMITTAL

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

OVERALL PIPE BASEMENT KEY

PLAN

RENOVATION OF HOSPITAL

STAIRWELLS

GAINESVILLE, FL

A.01

573-18-600

DN AW5-13-2022

1" = 30'-0"A.01

1 OVERALL PIPE BASEMENT KEY PLAN

T ectonic Cop yright 2007

T ectonic Cop yright 2007 T ectonic Cop yright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007 T ectonic Cop yright 2007

T ectonic Cop yright 2007

STAIR 43

STAIR 44

STAIR 3 STAIR 17

STAIR 55

STAIR 18

STAIR 42

STAIR 51

STAIR 19

STAIR 53

STAIR 54

STAIR 8

STAIR 21

STAIR 7

STAIR 5

STAIR 33

STAIR 4

STAIR 22

STAIR 10

STAIR 32

(ALT. NO 3)

STAIR 2

STAIR 1

(ALT. NO 1)

(ALT. NO 5)

(N.I.C)

R.4

E.9

STAIR 6

35 34

32 31 30 29 28 27 26 25 24 23 22

M.6

K.3

G.7

F.5

E.8 E.7

E.2

D.2

C.2

B.2

17181920.2 202121.221.4

122W3E345E55W6E66W7E77W88w910E1010W11E1111W12E1212W13141516

R.9

R.10

37 36

E.4

E.3

J.5

J.7

9 10 10.2 10.8 11 12 12.8 13 13.3 13.5

D.5 C

STAIR 41

STAIR 31

TRUE

NORTH

PLAN

NORTH

0' 15' 30' 60' 90'

SCALE: 1" = 30'-0"

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

FINAL SUBMITTAL

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

OVERALL BASEMENT KEY PLAN RENOVATION OF HOSPITAL

STAIRWELLS

GAINESVILLE, FL

A.02

573-18-600

DN DB/AW/SJ5-13-2022

1" = 30'-0"A.02

1 OVERALL BASEMENT KEY PLAN

STAIR 31

STAIR 1

STAIR 4

STAIR 2

STAIR 3

STAIR 17 STAIR 55

STAIR 18

STAIR 42

STAIR 6

STAIR 51STAIR 53

STAIR 8

STAIR 21

STAIR 7

STAIR 22

STAIR 5

STAIR 9

STAIR 10

STAIR 11

STAIR 52

(ALT. NO 4)

(ALT. NO 3)

(ALT. NO 2)

(ALT. NO 1)

(ALT. NO 5)

STAIR 32

(N.I.C)

R.4

E.9

35 34

32 31 30 29 28 27 26 25 24 23 22

M.6

K.3

G.7

F.5

E.8 E.7

E.2

D.2

C.2

B.2

17181920.2 202121.221.4

122W3E345E55W6E66W7E77W88w910E1010W11E1111W12E1212W13141516

R.9

R.10

37 36

E.4

E.3 E

J.5

J.7

D.5

J.3

F.8

F.2

E.6

D.7

2221.621.12120.520.420.320.220.12019.519.31918.118171615.815.51514.814.51413.913.513.31312.8120.1 0.3 0.5 0.7 1 1.4 2 2.6 3 4 5 6 6.5 7 7.5 8 8.1 8.5 9 10 10.210.8 11

1e 1.5e 2e 2.2e 2.5e 3e

3.5e 4e 5e

Ae5w 4w

3.5w3w 2.5w

2w1.5w 1f

Dw E.1

E.8

F.1

F.3

F.4

G.1

H.4

J.4

TRUE

NORTH

PLAN

NORTH

0' 15' 30' 60' 90'

SCALE: 1" = 30'-0"

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

FINAL SUBMITTAL

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

OVERALL FIRST FLOOR KEY

PLAN

RENOVATION OF HOSPITAL

STAIRWELLS

GAINESVILLE, FL

A.03

573-18-600

DN DB/AW/SJ5-13-2022

1" = 30'-0"A.03

1 OVERALL FIRST FLOOR KEY PLAN

STAIR 1STAIR 4

STAIR 2

STAIR 3

STAIR 5

STAIR 9

STAIR 10STAIR 11

STAIR 6

(ALT. NO 4) (ALT. NO 3)

(ALT. NO 2)

(ALT. NO 1)

(N.I.C)

(ROOF ACCESS)

E.9

35 34

32 31 30 29 28 27 26 25 24 23 22

M.6

K.3

G.7

F.5

E.8 E.7

E.2

D.2

C.2

B.2

17181920.2 202121.221.4

122W3E345E55W6E66W7E77W88w910E1010W11E1111W12E1212W13141516

R.9

R.10

M.3

N.9

E.4

E.3 E

J.5

J.7

D.5

J.3

F.8

F.2

E.6

D.7

2221.621.12120.520.420.320.220.12019.519.31918.118171615.815.51514.814.51413.913.513.31312.8120.1 0.3 0.5 0.7 1 1.4 2 2.6 3 4 5 6 6.5 7 7.5 8 8.1 8.5 9 10 10.210.8 11

1e 1.5e 2e 2.2e 2.5e 3e

3.5e 4e 5e

Ae5w 4w

3.5w3w 2.5w

2w1.5w 1f

Dw E.1

E.8

F.1

F.3

F.4

G.1

H.4

J.4

C j k l

TRUE

NORTH

PLAN

NORTH

0' 15' 30' 60' 90'

SCALE: 1" = 30'-0"

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

FINAL SUBMITTAL

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

OVERALL SECOND FLOOR KEY

PLAN

RENOVATION OF HOSPITAL

STAIRWELLS

GAINESVILLE, FL

A.04

573-18-600

DN AW/SJ/PF5-13-2022

1" = 30'-0"A.04

1 OVERALL SECOND FLOOR KEY PLAN

STAIR 3

STAIR 5

STAIR 10STAIR 11

STAIR 12

STAIR 6

(ALT. NO 4) (ALT. NO 3)

(ALT. NO 1)

(N.I.C)

E.9

28 27 26 25 24 23 22

17181920.2 202121.221.4

122W3E345E55W6E66W7E77W88w910E1010W11E1111W12E1212W13141516

STAIR 9

(ALT. NO 2)

E.4

E.3 E

J.5

J.7

D.5

J.3

F.8

F.2

E.6

D.7

2221.621.12120.520.420.320.220.12019.519.31918.118171615.815.51514.814.51413.913.513.31312.8121 1.4 2 2.6 3 4 5 6 6.5 7 7.5 8 8.1 8.5 9 10 10.210.8 11

1e 1.5e 2e 2.2e 2.5e 3e

3.5e 4e 5e

Ae5w 4w

3.5w3w 2.5w

2w1.5w 1f

Dw E.1

E.8

F.3

F.4

G.1

H.4

J.4

M.3

N.9

TRUE

NORTH

PLAN

NORTH

0' 15' 30' 60' 90'

SCALE: 1" = 30'-0"

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

FINAL SUBMITTAL

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

OVERALL THIRD FLOOR KEY

PLAN

RENOVATION OF HOSPITAL

STAIRWELLS

GAINESVILLE, FL

A.05

573-18-600

Checker Author5-13-2022

1" = 30'-0"A.05

1 OVERALL THIRD FLOOR KEY PLAN

STAIR 3

STAIR 5

STAIR 9

STAIR 10STAIR 11

STAIR 12

STAIR 6

(ALT. NO 4) (ALT. NO 3)

(ALT. NO 2)

(ALT. NO 1)

(N.I.C)

E.9

17181920.2 202121.221.425 24 23 22

122W3E345E55W6E66W7E77W88w910E1010W11E1111W12E1212W13141516

E.4

E.3 E

J.5

J.7

D.5

J.3

F.8

F.2

D.7

2221.621.12120.520.420.320.220.12019.519.31918.118171615.815.51514.814.51413.913.513.31312.8121 1.4 2 2.6 3 4 5 6 6.5 7 7.5 8 8.1 8.5 9 10 10.210.8 11

1e 1.5e

2e 2.2e2.5e 3e 3.5e

4e 5e

Ae5w 4w

3.5w3w 2.5w

2w1.5w 1f

Dw E.1

E.8

F.3

F.4

G.1

H.4

J.4

F.1

TRUE

NORTH

PLAN

NORTH

0' 15' 30' 60' 90'

SCALE: 1" = 30'-0"

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

FINAL SUBMITTAL

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

OVERALL FOURTH FLOOR KEY

PLAN

RENOVATION OF HOSPITAL

STAIRWELLS

GAINESVILLE, FL

A.06

573-18-600

DN AW/SJ/PF5-13-2022

1" = 30'-0"A.06

1 OVERALL FOURTH FLOOR KEY PLAN

STAIR 3

STAIR 5

STAIR 9

STAIR 10STAIR 11

STAIR 12

STAIR 6

(ALT. NO 4) (ALT. NO 3)

(ALT. NO 2)

(ALT. NO 1)

(N.I.C)

(ROOF ACCESS)

E.9

17181920.2 202121.221.425 24 23 22

122W3E345E55W6E66W7E77W88w910E1010W11E1111W12E1212W13141516

5e4e 3.5e

D.5

E.4

21.121 21.6

4w 5w

R.9

R.10

E.6

E.3

J.5

J.7

J.3

F.8

F.2

D.7

2220.520.420.320.220.120

E Dw

E.1

E.8

F.3

F.4

G.1

H.4

J.4

F.1

1 1.4 2 2.6 3 4

3w 2.5w

2w1.5w 1f

3.5w

19.519.31918.118171615.815.51514.814.51413.913.513.31312.8126 6.5 7 7.5 8 8.1 8.5 9 10 10.210.8 11

1e 1.5e

2e 2.2e2.5e

M.3

N.9

TRUE

NORTH

PLAN

NORTH

0' 15' 30' 60' 90'

SCALE: 1" = 30'-0"

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

FINAL SUBMITTAL

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

OVERALL FIFTH FLOOR KEY

PLAN

RENOVATION OF HOSPITAL

STAIRWELLS

GAINESVILLE, FL

A.07

573-18-600

DN AW/SJ/PF5-13-2022

1" = 30'-0"A.07

1 OVERALL FIFTH FLOOR KEY PLAN

TRUE

NORTH

PLAN

NORTH

0' 15' 30' 60' 90'

SCALE: 1" = 30'-0"

STAIR 9

STAIR 11

(ALT. NO 4) (ALT. NO 2)

STAIR 2

STAIR 5

(ROOF ACCESS)

(ROOF ACCESS)(INDIRECT ROOF ACCESS)

E.9

17181920.2 202121.221.425 24 23 22

122W3E345E55W6E66W7E77W88w910E1010W11E1111W12E1212W13141516

5e4e 3.5e

D.5

E.3

E.4

21.121 21.6

4w 5w

12.8129 10 10.210.8 11

M.3

N.9

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

FINAL SUBMITTAL

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

OVERALL ROOF KEY PLAN RENOVATION OF HOSPITAL

STAIRWELLS

GAINESVILLE, FL

A.08

573-18-600

DN AW/SJ/PF5-13-2022

1" = 30'-0"A.08

1 OVERALL ROOF KEY PLAN

TRUE

NORTH

PLAN

NORTH

0' 2' 4' 8' 12'

SCALE: 1/4" = 1'-0"

E.9

STAIR

1-0PB1

2W3E

E.9

STAIR

1-0PB1

A1.4

10' - 0"

A1.4

E Q

EXISTING COLUMN

E.9

STAIR

1-0

STAIR

1-0PB2

E.9

STAIR

1-0

STAIR

1-0PB2

A1.4

B D

I1-0

1-0PB2

18' - 6 1/2" FV

F V

E.9

STAIR

1-11

E.9

STAIR

1-1

A1.4

1-1

22' - 3 3/8" FV

F V

DEMOLITION PLAN GENERAL NOTES

A. REFER TO DRAWING G0.2 FOR ADDITIONAL INFORMATION.

B. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

C. REMOVE FLOOR FINISHES AND RESILIENT BASE.

D. REMOVE RESILIENT TREAD AND RISER FINISHES FROM STAIR.

E. REMOVE SIGNAGE.

DEMOLITON PLAN KEY NOTES

EXISTING HANDRAILS AND RAILING ASSEMBLIES TO REMAIN.

REMOVE EXISTING DOOR, FRAME, AND HARDWARE ASSEMBLY.

EXISTING STANDPIPE AND PIPING TO REMAIN.

EXISTING SHIPS LADDER AND ASSOCIATED RAILINGS TO REMAIN.

DEMO PLAN LEGEND

EXISTING CONSTRUCTION TO

REMAIN

EXISTING CONSTRUCTION TO

BE DEMOLISHED

EXISTING 2-HOUR FIRE BARRIER

EXISTING 2-HOUR FIRE/SMOKE

ZONE BARRIER

FLOOR PLAN GENERAL NOTES

A. REFER TO DRAWING G0.2 FOR ADDITIONAL INFORMATION.

B. REFER TO FINISH SCHEDULE FOR SCHEDULED FINISHES TO BE

PROVIDED.

C. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

D. ANY EXISTING FIRESTOPPING MATERIAL AT EXISTING SPRINKLER

PIPING AND CONDUIT SHALL BE REPAIRED.

E. PATCH ALL SURFACES THAT WERE DAMAGED BY REMOVAL OF

FINISHES, RAILINGS, DOORS, FRAMES, HARDWARE, SIGNAGE,

ANCHORS, BRACKETS, AND ELECTRICAL DEVICES & FIXTURES.

FLOOR PLAN KEY NOTES

PAINT EXISTING HANDRAILS AND RAILING ASSEMBLIES.

REPLACE DOOR, FRAME, AND HARDWARE ASSEMBLY AS

SCHEDULED. REPAIR OR REPLACE ADJACENT RETAINED

MATERIALS THAT ARE DAMAGED BY ASSOCIATED WORK.

CLEAN AND PROTECT SPRINKLER PIPING THROUGHOUT

CONSTRUCTION TO ENSURE THAT SYSTEM IS NOT DAMAGED

AND OPERATION IS NOT DISRUPTED.

PAINT EXISTING SHIPS LADDER AND ASSOCIATED RAILINGS.

TRANSITION STRIP.

PROVIDE 4 INCH CONCRETE SLAB.

PLAN LEGEND

EXISTING CONSTRUCTION TO REMAIN

NEW CONSTRUCTION

EXISTING 2-HOUR FIRE BARRIER

EXISTING 2-HOUR FIRE/SMOKE ZONE BARRIER

KEY PLAN

NTS

STAIR 1

SIGNAGE PLAN KEY NOTES

PROVIDE SIGN TYPE "A" AS INDICATED. REFER TO DETAIL 1/A701

FOR ADDITIONAL INFORMATION.

PROVIDE SIGN TYPE "B" AS INDICATED. REFER TO DETAIL

2/A701 FOR ADDITIONAL INFORMATION.

PROVIDE SIGN TYPE "C" AS INDICATED.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 24, 2022.