539-22-209 Bid Drawings 2023-02-23.pdf

CONTRACT OFFICER REPRESENTATIVE DATE

CHIEF OF ENGINEERING DATE

INTERIOR DESIGNER DATE

DEPARTMENT HEAD DATE

CONTRACT SPECIALIST DATE LEAD USER SIGNATURE DATE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

NOT F

OR

CONSTRUCTIO

N

35% SCHEMATIC DESIGN 11/09/2022

85% DESIGN DEVELOPMENT 01/06/2023

100% DESIGN DEVELOPMENT 02/01/2023

CONSTRUCTION DOCUMENTS 02/23/2023

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GI000

COVER SHEET

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

IMPROVE TRAILERS

3200 VINE ST, CINCINNATI, OH 45220

539-22-209

TRAILERS

Kristina Amin, Chief Engineer

03/29/2023 JG KJW

539-22-209

IMPROVE TRAILERS

VAMC CINCINNATI

3200 VINE ST, CINCINNATI, OH 45220

CONSTRUCTION DOCUMENTS

CONSTRUCTION

DOCUMENTS

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GC101 INFECTION CONTROL/PHASING PLAN

STRUCTURAL

SF101 STRUCTURAL PLANS AND DETAILS

ARCHITECTURAL

AE001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AD100 ARCHITECTURAL DEMO SITE PLAN

AE100 ARCHITECTURAL SITE PLAN

AE201A TRAILER ELEVATIONS

AE201B TRAILER ELEVATIONS

AE201C TRAILER ELEVATIONS

AE201D TRAILER ELEVATIONS

AE501 BUILDING DETAILS

PLUMBING

P000 PLUMBING SYMBOLS AND ABBREVIATIONS

PP101 FIRST FLOOR PLUMBING PLAN

MECHANICAL

M000 MECHANICAL SYMBOLS, ABBREVIATIONS, & DETAILS

MH101 FIRST FLOOR HVAC PLAN & SCHEDULES

ELECTRICAL

E000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

EP101 FIRST FLOOR POWER PLAN

EP600 ELECTRICAL SCHEDULES

Contact:Contact:Contact: Contact:

Christopher Hawk

Senior Mechanical Engineer

MECHANICAL,

ELECTRICAL &

PLUMBING

Lauren Lai

Structural Engineer / Project Manager

STRUCTURAL

ENGINEER

VAMC CINCINNATI

Justin Beaudoin

COR

3200 Vine St Cincinnati, OH 45220 p: 513-609-2338 e: justin.beaudoin@va.gov

OWNER

GUIDON DESIGN INC. MES II JV LLC

Mark Jones

Senior Project Architect + Director

1221 North Pennsylvania Street Suite 200 Indianapolis, IN 46202 p: 317.800.6388 x 153 e: mjones@guidondesign.com

ARCHITECT

1221 North Pennsylvania Street Suite 200 Indianapolis, IN 46202 p: 317.800.6388 x 117 e: llai@guidondesign.com

AREA MAP

VICINITY MAP

CAMPUS MAP

1221 North Pennsylvania Street Suite 200 Indianapolis, IN 46202 p: 317.800.6388 x 167 e: chawk@guidondesign.com

N N

N

PROJECT LOCATION

GUIDON DESIGN INC. MES II JV LLC GUIDON DESIGN INC. MES II JV LLC

Revisions: Date:

kwilliams Rectangle kwilliams M:\Registrations\Individual Licenses\Leising, Luke\LJLSTAMP Model (1)

DN

UP

M

M

M

M

MMMM

SSS S

S

S

S

S

J

CONSTRUCTION ACTIVITY - INFECTION RISK: TYPE C

PATIENT RISK GROUP: MEDIUM

CLASS OF PRECAUTION MATRIX: II

A. FOR ADDITIONAL INFORMATION, REFER TO LIST OF REQUIRED INFECTION

CONTROL PRECAUTIONS OUTLINED BY CLASS IN SPECIFICATION SECTION

01 35 26.

B. PROJECT SHALL BE COMPLETED IN 2 PHASES.

C. COORDINATE FULL SCOPE OF WORK WITH ENGINEERING DRAWINGS AND

FIELD VERIFICATION.

D. COORDINATE LOCATION OF TEMPORARY INFECTION CONTROL (IC) BARRIER

WALL CONSTRUCTION AND INFECTION CONTROL (IC) MEASURES WITH COR

AND PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE. TEMPORARY

IC BARRIER WALL CONSTRUCTION LOCATIONS IN DRAWINGS ARE

APPROXIMATE. CONTRACTOR SHALL PROVIDE DRAWING TO COR AND

PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE ONCE ICRA

PROTOCOLS AND PLAN IS APPROVED.

E. SCHEDULE AND TIME OF CONSTRUCTION WORK TO BE APPROVED BY COR

AND NURSING STAFF BEFORE CONSTRUCTION MAY BEGIN. PROVIDE

PHASING INFORMATION FOR ABOVE CEILING WORK IN THE CONTRACTOR

PROVIDED CMP SCHEDULE FOR WORK ALSO REQUIRED ABOVE AND BELOW

THE FLOOR PLATE OF THE PROJECT BOUNDARY.

F. EXIT/ACCESS FOR ADJACENT OPERATIONAL AREAS SHALL BE MAINTAINED

DURING NORMAL BUSINESS HOURS. SEE SPECIFICATION FOR HOURS OF

OPERATION.

G. PROVIDE THE FOLLOWING INFECTION CONTROL MEASURES, A 24"X36"

STICKY WALK OFF MAT AND HAND SANITIZER AT EACH TEMPORARY DOOR

LOCATION. MAT SHALL BE REPLACED OR CLEANED AS NECESSARY

H. PROVIDE THE VA AND OSHA REQUIRED TEMPORARY SIGNAGE AT EACH

TEMPORARY DOOR LOCATION.

I. CONTRACTOR SHALL SUPPLY SPILL KIT. SPILL KIT TO INCLUDE SHOP VAC,

MULTI-PURPOSE SPILL CONTROL SORBENTS TO ABSORB NON AGGRESSIVE

LIQUIDS UP TO 30 GALLONS.

J. ALL NEW MATERIAL MOVED THROUGH THE FACILITY SHALL BE COVERED

WITH 4 MIL. POLY SHEET.

K. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE PROJECT

BOUNDARY THROUGH THE FACILITY TO DUMPSTER ALONG VA APPROVED

ROUTE IN ENCLOSED DUMPSTER CART DESIGNED FOR SUCH PURPOSED

WITH A LID.

L. ALL MATERIAL, DEBRIS AND HAZARDOUS MATERIALS SHALL BE PROPERLY

STORED IN DESIGNATED AREAS AND APPROVED CONTAINERS. FLAMMABLE

MATERIALS SHALL NOT BE STORED IN THE FACILITY.

INFECTION CONTROL GENERAL NOTES

INFECTION CONTROL PROJECT INFORMATION

A. PROJECT AREAS TO BE OCCUPIED BY STAFF AND VETERANS THROUGHOUT

CONSTRUCTION EXCEPT FOR TRAILER #1.

B. REFER TO SPECIFICATION 01 00 00 FOR INFORMATION ON WORK DURATION

FOR EACH PHASE AND AREA OF WORK.

PHASING GENERAL NOTES

PHASE 1.A

RENOVATE EXTERIOR OF TRAILERS.

PHASING LEGEND

PHASE 2A

TO BE COMPLETED FIRST. PROVIDE SAFETY RAIL DURING

CONSTRUCTION.

PHASE 2B

TO BE COMPLETED SECOND. PROVIDE SAFETY RAIL DURING

CONSTRUCTION.

PHASE 1.B

RENOVATE INTERIOR AND EXTERIOR OF TRAILERS.

EXAM

EXAM

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

TOILET

TOILET

CORRIDOR

EXAM

EXAM

CONFERENCE

CONFERENCE

ELEC

203A

WAITING

RECEPTION

212A

CORRIDOR

OFFICE

OFFICE

OFFICE

OFFICE

CONFERENCE

OFFICE

OFFICE

OFFICE

OFFICE

TOILET

CORRIDOR

OFFICE

OEF/OIF

OFFICE

OEF/OIF

OFFICE

CONFERENCE

OFFICE

OFFICE

OFFICE

OFFICE

TOILET

CORRIDOR

STORAGE

CLOSET

EDUCATION

CLOSET

TOILET

CLOSET

PHASE 1.A

PHASE 1.A

PHASE 1.A

PHASE 2B

PHASE 2A

LAYDOWN AREA

SF101

SF101

SF1015

SF101

TRAILER #1

TRAILER #2

TRAILER #3TRAILER #4

REFERENCE ONLY

REFERENCE ONLY

REFERENCE ONLYREFERENCE ONLY

PHASE 1.B

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

NOT F

OR

CONSTRUCTIO

N

35% SCHEMATIC DESIGN 11/09/2022

85% DESIGN DEVELOPMENT 01/06/2023

100% DESIGN DEVELOPMENT 02/01/2023

CONSTRUCTION DOCUMENTS 02/23/2023

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GC101

INFECTION CONTROL/PHASING

PLANGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

IMPROVE TRAILERS

3200 VINE ST, CINCINNATI, OH 45220

539-22-209

TRAILERS

Kristina Amin, Chief Engineer

03/29/2023 JG KJW

CONSTRUCTION

DOCUMENTS

SCALE: 3/16" = 1'-0"GC101

1 PHASING PLAN

N

Revisions: Date:

kwilliams Rectangle

AE

1B

B

A

1 2 3 4 5 6 7 8 9 10 11

D

C

82' - 0"

3' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 3' - 2" 5' - 10"

9'

6'

" F

D N

" F

D N

" F

D N

" F

D N

" F

D N

" F

D N

" F

D N

" F

D N

" F

D N

" F

D N

" F

D N

" F

D N

" F

D N

" F

D N

" F

D N

" F

D N

" F

D N

" F

D N

" F

D N

" F

D N

" F

D N

" F

D N

" F

D N

E1

E2

E3

E4

1E

2E

SF101

SF101

SF1015

SF101

TRAILER #1

TRAILER #2

REFERENCE ONLY

REFERENCE ONLY

B

A

1 2 3 4 5 6 7 8 9 10 11

D

C

(3) PRESSURE-TREATED 2x12 BOARDS AT PERIMETER

2x

P R

E S

S U

R E

T

R E

A T

E D

J O

IS

T

S

O

.C

2x8 PRESSURE-TREATED JOISTS @ 16" O.C.

1" x 6" COMPOSITE DECK

BOARDS W/ 1/4" GAP

1"x6" COMPOSITE

DECK BOARDS W/

1/4" GAP

4x

4x

4x

4x

4x

4x 6 4x

4x

4x

4x

4x

4x

4x 64x

4x 64x

4x 64x

4x

4x

4x

4x

4x

SF101

SF101

SF101

6'-6" (VIF)

6'

7" 7"

3' - 0" 6"6"

0' - 6"8 1/4"

3' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 3' - 2" 5' - 10"

82' - 0"

4x

SF101

DOUBLE LINES INDICATE EXTENT OF 2x2 RAILS

CONTRACTOR SHALL MAKE THE

TRANSITION TO THE RXISTING

SIDEWALK LEVEL (1/2 DIFFERENCE

MAXIMUM).

TRAILER #1

TRAILER #2

REFERENCE ONLY

REFERENCE ONLY

SF101

10" ROUND CONCRETE PIER FOUNDATION

2'

(2) 2x12 AT STAIR

2x8 JOIST AT MAX.

16" SPACING W/

JOIST HANGER

4x6 POST AND STEEL BASE

(3) 2x12 W/ COLUMN CAP

2x2 RAIL @ 4" O.C. SCREWED TO TRIM BOARD

2x2 RAIL @ 4" O.C. SCREWED TO TRIM BOARD

1' - 4" TYP.

2x8 JOISTS W/ JOIST HANGER

CONNECTION TO PERIMETER BEAM

EXTEND DECK TO

MEET EXISTING

SIDEWALK

STEEL POST BASE FOR (3)

2x12s W/ EMBED INTO

CONCRETE

2' -6

M

IN

1' - 0" ROUND CONCRETE PIER FDN

4x6 POST W/ STEEL

POST BASE INTO

CONCRETE

(3) 2x12s W/ COLUMN CAP

2x8 JOIST BEYOND

1'

/2

2'

0"

10"

5/

8"

3/ 8"

3'

/4

2x6 CONT.

2x6 TOP RAIL

2x2 BALUSTER @ 4" O.C.

PROVIDE (2) 1/2" DIA. x 3" LONG

LAG SCREWS AT EACH BALUSTER

COMPOSITE DECKING

(3) 2x12

2x12 JOIST @ 16" O.C.

2x12 RIM JOIST

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

NOT F

OR

CONSTRUCTIO

N

35% SCHEMATIC DESIGN 11/09/2022

85% DESIGN DEVELOPMENT 01/06/2023

100% DESIGN DEVELOPMENT 02/01/2023

CONSTRUCTION DOCUMENTS 02/23/2023

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SF101

STRUCTURAL PLANS AND

DETAILSGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

IMPROVE TRAILERS

3200 VINE ST, CINCINNATI, OH 45220

539-22-209

TRAILERS

Kristina Amin, Chief Engineer

03/29/2023 JG LL

CONSTRUCTION

DOCUMENTS

SCALE: 3/16" = 1'-0"SF101

1 DECK FOUNDATION PLAN

SCALE: 3/16" = 1'-0"SF101

2 DECK FRAMING PLAN

NOTES:

1. TOP OF DECK TO MEET EXISTING DOOR OPENINGS

2. IN ADDITION TO PRESSURE TREATMENT, PROVIDE 2 COATS

OF OIL-BASED SEALER ON DIMENSIONAL LUMBER.

NOTES:

1. 8" PIERS TO BE MADE OF MIN 2500 PSI CONCRETE

2. TOP OF PIER AT GRADE

3. IN ADDITION TO PRESSURE TREATMENT, PROVIDE 2 COATS OF OIL-BASED SEALER

ON DIMENSIONAL LUMBER.

GENERAL

THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS, MEANS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF

NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, TIEDOWNS, ETC.

THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND THE

SPECIFICATIONS.

THE GENERAL NOTES ON THE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE FULL WRITTEN MATERIAL SPECIFICATIONS (IF ANY) FOR THE PROJECT. IF A DISCREPANCY OCCURS BETWEEN THE NOTES AND THE FULL SPECIFICATIONS, THE MORE STRINGENT

RESTRICTIONS AND REQUIREMENTS SHALL APPLY.

NO VERTICAL OR HORIZONTAL SLEEVES SET, OR HOLES CUT OR DRILLED IN ANY BEAM OR COLUMN, OTHER THAN THOSE SHOWN ON THE DRAWINGS, SHALL BE MADE WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. PROVIDE ONE SINGLE PENETRATION SUBMITTAL INCLUDING DIMENSIONED LOCATIONS OF ALL SLEEVES AND PENETRATIONS FOR PLUMBING, ELECTRICAL, DATA, AND

SPRINKERS.

CONTRACTOR TO COORDINATE AND CHECK ALL DIMENSIONS RELATING TO ARCHITECTURAL FINISHES BEFORE PROCEEDING WITH

WORK IN THE AREA UNDER QUESTION.

SHOP DRAWING SUBMITTALS

THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS TO ENABLE HIM TO FABRICATE, ERECT AND CONSTRUCT ALL PARTS OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THESE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS, ACCURACY AND FIT OF WORK.

ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER. DRAWINGS

SUBMITTED WITHOUT CONTRACTOR'S REVIEW WILL BE RETURNED UNCHECKED.

SUBMIT ELECTRONIC VERSIONS OF SHOP DRAWINGS. SUBMIT SHOP DRAWINGS IN PDF FORMAT.

SUBMIT SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS:

1. FOUNDATION LAYOUT

2. WOOD STAIRS

FOUNDATIONS

FOUNDATIONS HAVE BEEN DESIGNED BASED ON ASSUMED ALLOWABLE CAPACITIES OF 2500 PSF

EXCAVATIONS FOR FOUNDATIONS SHALL BE CLEANED TO UNIFORM SURFACE AND SHALL BE PROTECTED AND MAINTAINED UNIFORM

UNTIL CONCRETE IS PLACED.

WHERE FOUNDATION SUBGRADE IS OVEREXCAVATED, OR WHERE UNSUITABLE SOILS ARE ENCOUNTERED FOR FOUNDATION OR SLAB SUPPORT, REMOVE ALL UNSUITABLE SOILS AND REPLACE TO PROPER GRADE WITH LEAN CONCRETE OR GRANULAR FILL.

CONCRETE

REINFORCED CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE (ACI 318) AND COMMENTARY (ACI 318R).

MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301). READY-MIXED CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C94. IN CASE OF A

DISCREPANCY, THE PLANS AND SPECIFICATIONS SHALL GOVERN.

CEMENT SHALL CONFORM TO ASTM C150, TYPE I, UNO.

FLY ASH SHALL CONFORM TO ASTM C618, CLASS C OR F. THE RATIO OF THE AMOUNT (BY WEIGHT) OF FLY ASH TO TOTAL

CEMENTITIOUS MATERIALS IN THE MIX SHALL NOT EXCEED 25 PERCENT.

NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33.

WATER-REDUCING ADMIXTURES SHALL CONFORM TO ASTM C494.

AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260 AND SHALL BE CERTIFIED BY THE MANUFACTURER TO BE COMPATIBLE

WITH OTHER ADMIXTURES.

CALCIUM CHLORIDE ADMIXTURES OR ADMIXTURES CONTAINING MORE THAN 0.1 PERCENT CHLORIDE IONS SHALL NOT BE USED.

IN COLD WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF CONCRETE SHALL BE PERFORMED IN

ACCORDANCE WITH THE LATEST EDITION OF ACI 306R, COLD WEATHER CONCRETING.

IN HOT WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF CONCRETE SHALL BE PERFORMED IN

ACCORDANCE WITH THE LATEST EDITION OF ACI 305R, HOT WEATHER CONCRETING.

USE OF CONSTRUCTION JOINTS AT LOCATIONS OTHER THAN THOSE INDICATED ON THE DRAWINGS SHALL BE SUBMITTED TO THE

STRUCTURAL ENGINEER FOR REVIEW.

SLUMP FOR PUMPED CONCRETE SHALL BE MEASURED AT POINT OF DISCHARGE.

NORMAL WEIGHT CONCRETE SHALL BE USED IN THE FOLLOWING AREAS AND SHALL HAVE THE PROPERTIES AS SHOWN BELOW:

FOUNDATIONS

1. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI

2. MAXIMUM SLUMP: 4 INCHES

3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 470 LB./CU. YD. (USE TYPE II SULFATE RESISTANT CEMENT)

4. MAXIMUM SLUMP BEFORE WATER-REDUCING ADMIXTURE: 4 TO 6 INCH**

5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.50

6. MAXIMUM COARSE AGGREGATE SIZE: 1 1/2 INCHES

7. AIR CONTENT: 0 - 3%

8. WATER REDUCING ADMIXTURE REQUIRED

SLABS ON GRADE

1. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI

2. MAXIMUM SLUMP: 4 INCHES

3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 564 LB./CU. YD. (USE TYPE II SULFATE RESISTANT CEMENT)

4. MAXIMUM SLUMP BEFORE WATER-REDUCING ADMIXTURE: 4 TO 6 INCH**

5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.50

6. MAXIMUM COARSE AGGREGATE SIZE: 1 INCH

7. AIR CONTENT: 0 - 3%

8. WATER REDUCING ADMIXTURE AND FIBER REINFORCING REQUIRED

** MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE: 8 INCHES MAXIMUM SLUMP FOR CONCRETE CONTAINING MID-RANGE WATER-REDUCING ADMIXTURE: 6 1/2 INCHES

PRODUCT DATA SUBMITTALS

THE CONTRACTOR SHALL SUBMIT FOR APPROVAL PRODUCT DATA FOR THE SPECIFIC ITEMS LISTED BELOW. CONTRACTOR SHALL NOT USE PRODUCTS OTHER THAN THOSE SUBMITTED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.

MANUFACTURER'S TRADE NAMES AND NUMBERS USED HEREIN ARE ONLY TO IDENTIFY COLORS, FINISHES, TEXTURES, AND PATTERNS AS A BASIS OF DESIGN. PRODUCTS OF AUTHORIZED EQUAL MANUFACTURER'S EQUIVALENT TO COLORS, FINISHES, TEXTURES, AND PATTERNS OF MANUFACTURERS LISTED THAT MEET REQUIREMENTS OF TECHNICAL SPECIFICATIONS IN EVERY RESPECT MAY BE ACCEPTABLE WITH SUBMITTAL OF A COMPLETED SUBSTITUTION REQUEST CONTAINING ALL PRODUCT DATA, TESTING AND ACTUAL

SAMPLES, AND UPON APPROVAL IN WRITING BY CONTRACTING OFFICER.

SUBMIT ELECTRONIC VERSIONS OF PRODUCT DATA IN PDF FORMAT TO THE STRUCTURAL ENGINEER AND COR FOR REVIEW.

1. CONCRETE CURING COMPOUND

2. WOOD CONNECTORS

3. LUMBER DATA SHEETS

N

N

SCALE: 3/4" = 1'-0"SF101

6 DECK FRAMING DETAIL

SCALE: 3/4" = 1'-0"SF101

4 DECK FRAMING DETAIL

SCALE: 3/4" = 1'-0"SF101

3 DECK FRAMING DETAIL

SCALE: 3/4" = 1'-0"SF101

5 DECK FRAMING DETAIL

WOOD FRAMING NOTES

FOR WOOD CONNECTIONS NOT SPECIFICALLY NOTED OR DETAILED, FOLLOW THE REQUIREMENTS OF IBC 2012 CHAPTER 23

FASTENING SCHEDULE OR ESR 1539.

ALL SCREWS ARE STAINLESS STEEL UNLESS NOTED OTHERWISE. ALL SCREWS SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. SUBMIT ALL PROPOSED FASTENERS FOR APPROVAL PRIOR TO CONSTRUCTION. INSTALLATION OF ALL FASTENERS SHALL MEET THE REQUIREMENTS OF NDS AND ISANTA GUIDELINES, INCLUDING THOSE IN ESR 1539, AND IBC CHAPTER 23 NAILS AND

STAPLES SECTION.

FASTEN DOUBLE (DBL) STUDS TOGETHER WITH 0.131" X 3" NAILS AT 6" O.C. UNLESS NOTED OTHERWISE. FOR MORE THAN TWO

STUDS, FASTEN IN THE SAME WAY, NAILING AS EACH STUD IS ADDED.

COORDINATE FINAL FLOOR AND ROOF FRAMING INCLUDING JOIST OR TRUSS LAYOUT & TRUSS MEMBER CONFIGURATION WITH MECHANICAL, ELECTRICAL, & PLUMBING (MEP) DRAWINGS. OBTAIN ADDITIONAL MEP INFORMATION AS NEEDED FOR COMPLETE COORDINATION. KEEP ALL MECHANICAL CHASES FREE OF FRAMING. DO NOT LOCATE JOISTS OR TRUSSES AT PARALLEL PLUMBING

WALLS.

WHERE FRAMING SUPPORTED BY A JOIST OR TRUSS CAN CAUSE UPLIFT ON THAT JOIST OR TRUSS (SUCH AS AT CANTILEVERED BALCONY FRAMING) THE DESIGNER SHALL CONSIDER A LOAD CASE THAT MAXIMIZES THE UPLIFT LOAD IN COMBINATION WITH NO

LIVE LOAD APPLIED TO THE JOIST OR TRUSS SUPPORTING THE UPLIFT.

ALL EXPOSED FRAMING TO BE PRESSURE PRESERVATIVE TREATED WOOD (PPT) AS DESCRIBED IN THE SPECIFICATIONS. ALL PPT WOOD TO BE KILN DRIED AFTER TREATMENT (KDAT). HARDWARE USED WITH PPT WOOD TO BE HOT-DIP GALVANIZED OR STAINLESS

STEEL. ALL MEMBERS TO RECEIVE TWO (2) COATS OF OIL-BASED PRESERVATIVE.

ALL HARDWARE TO MEET VA STANDARD OR AN APPROVED EQUAL. WHERE HARDWARE IS NOT SPECIFICALLY DESIGNATED, SUBMIT PROPOSED HARDWARE FOR APPROVAL. WHERE MORE THAN ONE TYPE OF FASTENER OR FASTENER PATTERN IS ALLOWED BY THE HARDWARE MANUFACTURER, HARDWARE FASTENERS ARE TO BE OF THE TYPE, SIZE, AND QUANTITY TO MAXIMIZE THE LOAD CAPACITY OF THE HARDWARE IN THE SPECIFIC APPLICATION SHOWN ON THESE PLANS, UNLESS NOTED OTHERWISE.

REFERENCE THE ARCHITECTURAL PLANS FOR LAYOUT OF ALL WALLS, OPENINGS, WALL TYPES, ETC. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION & IMMEDIATELY NOTIFY THE ARCHITECT AND ENGINEER OF ANY DISCREPANCIES.

WHERE DECKS OR BALCONIES ARE WOOD-FRAMED, IF THE RAILING RELIES ON A CONNECTION TO THE WOOD BALCONY BEAMS OR RIM JOISTS FOR STABILITY AND LOAD RESISTANCE, THEN THE RAILING DESIGNER SHALL CHECK TORSION AND OTHER EFFECTS ON

THE EDGE BEAMS OR JOISTS AND THEIR CONNECTIONS.

Revisions: Date:

NEW STAIR TO MATCH EXISTING

STAIRS FOR CONSTRUCTION.

PRESSURE TREATED STRINGERS AND

COMPOSITE DECKING FOR TREADS.

SCALE: 3/4" = 1'-0"SF101

7 DECK FRAMING DETAIL - HANDRAIL

kwilliams Rectangle

N NORTH ARROW

PROJECT BOUNDARY

BEYOND PROJECT BOUNDARY, NIC

A/C AIR CONDITION

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR ASPHALTIC CONCRETE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ANT ANTENNA

APPD APPROVED

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ATCH ATTACHMENT

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BEV BEVEL

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BM BEAM OR BENCHMARK

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C CELSIUS CHANNEL OR CHANNEL CELSIUS

C CONC CAST CONCRETE

C TO C CENTER TO CENTER

CAB CABINET

CB CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CGSFU CERAMIC GLAZED STRUCTURAL FACING UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CI CAST IRON

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLDG CLADDING

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE, CLEANOUT

CO₂ CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CPT CARPET

CRS COLD ROLLED STEEL

CS CAST CONCRETE STONE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

CTR CENTER

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER C

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CYL CYLINDER

CYL L CYLINDER LOCK

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEG NEGATIVE

NEUT NEUTRAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NRP NONREMOVABLE

NS NARROW STILE

NUM NUMERAL

O/O OUT TO OUT

O OXYGEN

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER OR OUTSIDE DIMENSION

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OF/OI OWNER FURNISHED/OWNER INSTALLED

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTIONAL

OR OPERATING ROOM OR OUTSIDE RADIUS

ORD ORDNANCE OR OVERFLOW ROOF DRAIN

ORG ORGANIC

ORIG ORIGINAL

ORN ORNAMENTAL

OUT OUTLET

OZ OUNCE

PAR PARALLEL OR PARAPET

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PIECE, POLYCARBONATE OR PORTLAND CEMENT

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCP PORTLAND CEMENT PLASTER

PED PEDESTAL

PEN PENETRATE

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PGBD PEGBOARD

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

POLY POLYETHYLENE (PLASTIC)

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PRKG PARKING

PRMLD PREMOLDED

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PNEUMATIC TUBE, OR PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

PVG PAVING

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QRY QUARRY

QT QUARRY TILE

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RISER

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE OR RUBBER BASE

RB HK ROBE HOOK

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RCP REFLECTED CEILING PLAN

RCVR RECEIVER

RD ROAD OR ROOF DRAIN

REC RECESSED

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REFR REFRACTORY REFRIGERATION OR REFRIGERATION

REFRACTORY

REG REGISTER

REINF REINFORCE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RF RADIO FREQUENCY

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHR RIGHT HAND REVERSE

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS ROUGH SAWN

RT RIGHT

RV ROOF VENT

RVS REVERSE

RWD REDWOOD

RWL RAIN WATER LEADER

W/ WITH

W/O WITHOUT

WARR WARRANTY

WBL WOOD BLOCKING

WC WALL COVERING OR WATER CLOSET

WC WL HNG WATER CLOSET, WALL HUNG

WCHR WATER CHILLER

WCL WL MTD WATER COOLER, WALL HUNG

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WFAB WALL FABRIC

WFR WOOD FRAME

WFS WOOD FURRING STRIPS

WH WATER HEATER

WHSE WAREHOUSE

WLD WELDED

WM WIRE MESH

WP WATERPROOFING

WPD WATER PRESSURE DROP

WPM WATERPROOF MEMBRANE

WR WEATHER RESISTANT

WS WEATHERSTRIP

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

X BRACE CROSS BRACE

XPS EXTRUDED POLYSTYRENE BOARD (INSULATION)

YD YARD

YR YEAR

1. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING INFORMATION

MODEL (BIM) HAS BEEN DEVELOPED FOR DESIGN COMMUNICATION. THE MODEL

DOES NOT CONTAIN COMPLETE INFORMATION FOR USE IN COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

2. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

3. DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY BROUGHT

TO THE ATTENTION OF THE ARCHITECT AND OWNER’S REPRESENTATIVE/COR.

CONTRACTOR SHALL PROVIDE THE HIGHER GRADE OF QUALITY AND/OR GREATER

QUANTITY OF WORK WHEN BIDDING IF A CLARIFICATION CAN NOT BE OBTAINED BY

THE BID DUE DATE.

4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SCOPE OF WORK WITH

OWNER’S REPRESENTATIVE/COR AND VARIOUS FACILITY PERSONNEL INVOLVED

WITH UTILITY SHUT DOWN, INFECTION CONTROLS, OCCUPANT/EMPLOYEE SAFETY,

ACCESS CONTROL, ETC.

5. ANY INDICATION OF PROJECT LIMITS OR BOUNDARY OF DEMARCATION ARE SHOWN

FOR THE CONVENIENCE OF THE CONTRACTOR, THE FULL SCOPE OF THE PROJECT

LIMIT OF BOUNDARY REQUIRES COORDINATION WITH THE DESIGN SCOPE OF WORK

AND ACCESS TO EXISTING UTILITIES FOR TIE IN.

6. DRAWINGS ARE PREPARED FROM FIELD VERIFICATION, EXISTING FACILITY DRAWING

BASE FILES, AND USING DIMENSIONS, CONFIGURATIONS AND DETAILS OF SPECIFIC

MANUFACTURERS AS A BASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION OF ACTUAL DIMENSIONS, THE COORDINATION OF THE DETAILS WITH

THE PRODUCTS WHICH ARE PROVIDED PER THE SCOPE OF THE SPECIFICATIONS

AND THE SURROUNDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS,

ROUGH-IN DIMENSIONS, CONNECTIONS, AND OVERALL INSTALLATION

REQUIREMENTS.

7. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE ENTIRE SCOPE OF

WORK OUTLINED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE

FOR THE COORDINATION OF ALL SUB-CONTRACTORS AND THE SCOPE OF WORK

THEY PROVIDE. SUB-CONTRACTORS ARE RESPONSIBLE FOR THEIR FULL SCOPE OF

WORK WITHIN THE CONTRACT DOCUMENTS, TRADES ARE NOT SEGMENTED TO ONLY

CERTAIN SHEETS AND SPECIFICATIONS, CROSS COORDINATION IS REQUIRED.

8. CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR

UNDERSTANDING INFORMATION OUTLINED IN THE SPECIFICATIONS, KEY NOTES,

GENERAL NOTES, LEGEND, CODES, ETC., PROVIDED IN THE CONTRACT DOCUMENTS.

9. CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR PROVIDING

AND MAINTAINING SMOKE/FIRE RATINGS OF NEW CONSTRUCTION AND EXISTING

CONSTRUCTION AS INDICATED ON DRAWINGS. THIS INCLUDES PATCHING

PENETRATIONS IN SHAFTS, WALLS, SLABS AND ROOF. ONLY U.L. APPROVED

METHODS, MATERIALS AND INSTALLATION ARE ACCEPTABLE.

10. MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS SHOW INFORMATION IN A

DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL CONTRACTOR IS

TO COORDINATE THE LOCATIONS OF ALL MECHANICAL, PLUMBING AND ELECTRICAL

EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND STRUCTURAL DETAILING

OF SHAFTS, CHASES, CEILING CONSTRUCTION, ETC.

11. CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS IDENTIFIED AND NOT

IDENTIFIED IN THE CONTRACT DOCUMENTS WITH THE EXISTING AND NEW

CONSTRUCTION ELEMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION

BETWEEN THE CONTRACT DOCUMENTS, INSTALLED AND UNINSTALLED

CONSTRUCTION BEFORE THE ORDERING OF MATERIALS AND EQUIPMENT. NOTIFY

ARCHITECT AND OWNER’S REPRESENTATIVE/COR OF ANY DISCREPANCIES OR

MISSING DIMENSIONS.

12. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR GENERAL

ORIENTATION AND CONTEXT ONLY.

13. THE TERM "ALIGN" MEANS TO INSTALL DIFFERENT/SIMILAR COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

14. ALL DIMENSIONS INDICATED ARE TO FACE OF EXISTING MEMBERS, FACE OF NEW

STRUCTURAL MEMBERS, FACE OF NEW MASONRY, FACE OF NEW STUDS OR COLUMN

GRID LINES UNLESS NOTED OTHERWISE.

15. FLOOR ELEVATION 100’-0” IS EQUAL TO THE FINISH FLOOR OF THE EXISTING FLOOR

CONSTRUCTION UNLESS OTHERWISE NOTED.

16. ROUGH OPENINGS SHALL ALLOW FOR SHIM SPACE.

17. CONTRACTOR TO PROVIDE WORK WHERE DETAILS AND NOTES ARE IDENTIFIED AS

“TYPICAL” OR “SIMILAR” EACH INSTANCE THAT IS THE SAME IN NATURE TO THE

DETAIL, AREA, OR ITEM REFERENCED.

18. PROVIDED WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION, NECESSARY BLOCKING AND ROUGH-IN.

19. INSTALLED WORK IS THE CONTRACTOR INSTALLING OWNER FURNISHED MATERIALS

AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF MATERIAL

DELIVERY, MOUNTING, INSTALLATION AND ROUGH IN.

20. FURNISHED WORK IS THE CONTRACTOR FURNISHING THE MATERIALS AND

EQUIPMENT TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

DELIVERY AND ROUGH-IN.

21. ALL PROVIDED WORK SHALL BE WITH NEW MATERIALS UNLESS SPECIFICALLY

CALLED OUT AS SALVAGED OR RELOCATED WITHIN THE CONTRACT DOCUMENTS.

22. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE

FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND

HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT.

23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL

UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO

UTILITY LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE

OWNER.

24. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING

REQUIRED DURING CONSTRUCTION.

25. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT

CONSTRUCTION, FINISHES, EQUIPMENT, AND TRAVEL ROUTE TO AND FROM THE

CONSTRUCTION SITE. ANY DAMAGE OR UNACCEPTABLE WEAR BY THE

CONSTRUCTION TEAM SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO

COST TO THE OWNER.

26. IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT

DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER

QUALITY OF WORK, AS DETERMINED BY THE COR, SHALL BE PROVIDED.

27. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND COORDINATING HARDWARE,

ACCESS CONTROL AND AUTOMATIC OPERATORS ARE PROVIDED WITH COMPLETE

AND COMPATIBLE SYSTEMS REQUIRED FOR THEIR OPERATION. REFER TO DOOR

HARDWARE SCHEDULE, HARDWARE SPECIFICATIONS, AUTOMATIC OPERATOR

SPECIFICATIONS, ACCESS CONTROL SPECIFICATIONS AND ELECTRICAL DRAWINGS.

D DEPTH OR PENNY (NAIL)

D LABEL CLASS D DOOR

DAT DATUM

DB DECIBEL

DBL DOUBLE

DBL GLZ DOUBLE GLAZE

DC DIRECT CURRENT

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL DIAGRAM OR DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DOC DOCUMENT

DOZ DOZEN

DN DOWN

DR DOOR, DRAIN, DRESSING ROOM, OR DRIVE

DS DOWNSPOUT

DSGN DESIGN

DW DISHWASHER

DWG DRAWING

DWTR DUMBWAITER

E EAST

EA EACH

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

ENVIR ENVIRONMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EPO EMERGENCY POWER OFF

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ESC ESCAPE OR ESCUTCHEON

ESCAL ESCALATOR

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

ETS EXPOSE TO STRUCTURE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

FAB FABRIC

FAC FACTOR

FACIL FACILITY

FAS FASCIA

FCO FLOOR CLEANOUT

FCTY FACTORY

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FH FLAT HEAD OR FLAT HEAD SCREWS

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHP FULL HEIGHT PARTITION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIL FILLET

FIN FINISH

FIP FILLER PANEL

FIXT FIXTURE

FL FLOORLINE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FLUOR FLUORESCENT

FM FACTORY MUTUAL

FM-G FACTORY MUTUAL GLOBAL

FO FINISHED OPENING

FOC FACE OF CONCRETE OR FACE OF CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB OR FACE OF STUD

FOUNT FOUNTAIN

FOW FACE OF WALL

FP FIRE PROTECTION OR FIREPROOF

FPM FEET PER MINUTE

FPS FEET PER SECOND

FR FIRE RATING, FIRE RESISTANT, OR FRAME

FR SNK FLUSHING RIM SINK

FREQ FREQUENCY

FRMG FRAMING

FRP FIBER REINFORCED POLYESTER OR FIBERGLASS

REINFORCED PLASTIC

FRZ FREEZER

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET OR FOOT

FTG FOOTING

FURG FURRING

FURN FURNISH OR FURNITURE

FUT FUTURE

FWC FABRIC WALLCOVERING

GA GAGE OR GYPSUM ASSOCIATION

GAL GALLON

GALV GALVANIC OR GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GDR GUARD RAIL

GEN GENERAL OR GENERATOR

GFRC GLASS-FIBER-REINFORCED CONCRETE

GFRG GLASS-FIBER-REINFORCED GYPSUM

GFRP GLASS-FIBER-REINFORCED PLASTIC

GI GALVANIZED IRON

GL GLASS

GLU LAM GLUED LAMINATED WOOD

GR FL GROUND FLOOR

GRAN GRANITE

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GSU GLAZED STRUCTURAL UNIT

GT GROUT

GUAR GUARANTEE

GUT GUTTER

GYP GYPSUM

H HIGH

H PLAM HIGH PRESSURE PLASTIC LAMINATE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD DOOR

HDBD HARDBOARD

HDNR HARDENER

HDO HIGH DENSITY OVERLAY

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HEX HEXAGON

HF HIGH FREQUENCY

HGR HANGER

HM HECTOMETER OR HOLLOW METAL

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HOSP HOSPITAL

HP HIGH PRESSURE OR HORSEPOWER

HS HEAT-STRENGTHENED (GLASS) OR HIGH STRENGTH

HSKPG HOUSEKEEPING

HST HOIST

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

HVY HEAVY

HW HOT WATER

HYD HYDRANT

HYDR HYDRAULIC

I INTERSTATE (HIGHWAY) OR MOMENT OF INERTIA

IAQ INDOOR AIR QUALITY

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE DIAMETER

ID NO IDENTIFICATION NUMBER

ILLUM ILLUMINATION

INCL INCLUDED

IND INDEPENDENT OR INDUSTRIAL

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INTERCOM INTERCOMMUNICATION

INTL INTERNATIONAL

IRMA INVERTED ROOF MEMBRANE ASSEMBLY

IWH INSTANTANEOUS WATER HEATER

JAN JANITOR

J-BOX JUNCTION BOX

JT JOINT

KD KILN DRIED OR KNOCKED DOWN

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

L ANGLE

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAM GL LAMINATED GLASS

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUND

LD BRG LOAD-BEARING

LDR LEADER

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LH LEFT HAND

LHR LEFT HAND REVERSE OR LEFT HAND REVERSE

LATENT HEAT RATIO

LIB LIBRARY

LIN LINEAR

LINO LINOLEUM

LIQ LIQUID

LKR LOCKER

LKR RM LOCKER ROOM

LKWASH LOCKWASHER

LL LEAD LINED

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMST LIMESTONE

LNDSCP LANDSCAPE

LR LIVING ROOM

LRG LARGE

LRV LOUVERED ROOF VENT

LS LUMP SUM

LT LIGHT

LT GA LIGHT GAGE

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVD LOUVERED

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWIC LIGHTWEIGHT INSULATING CONCRETE

LYR LAYER

MACH MACHINE

MACH RM MACHINE ROOM

MAINT MAINTENANCE

MAN MANUAL

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MCB METAL CORNER BEAD

MD DECK

ME MECHANICAL ENGINEER

MEAS MEASURE

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDICAL MEDIUM OR MEDIUM MEDICAL

MEK METHYL ETHYL KETONE

MEL MELAMINE

MEMB MEMBRANE

MEMO MEMORANDUM

MEZZ MEZZANINE

MF MILL FINISH

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S RECOMMENDATION

MGT MANAGEMENT

MH MANHOLE

MIC MICROPHONE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM MINUTE OR MINUTE MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MIT MITER

MKR MARKER

ML METAL LATH

MLDG MOLDING (MOULDING)

MLWK MILLWORK

mm MILLIMETER

MO MASONRY OPENING OR MOTOR OPERATED

MOD MODEL, MODIFY OR MODULE

MOD BIT MODIFIED BITUMEN

MON MONITOR

MOPR MOP RACK

MR MOISTURE RESISTANT

MS MACHINE SCREW OR MOP SINK

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

NEW WALL

EXISTING WALL TO

REMAIN

ROOM

ROOM TAG

NEW DOOR

EXISTING DOOR

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

SAT SUSPENDED ACOUSTICAL TILE

SATC SUSPENDED ACOUSTICAL TILE CEILING

SB SPLASH BLOCK

SBS STYRENE BUTADIEN STYRENE

SBSTR SUBSTRATE

SC SHADING COEFFICIENT OR SOLID CORE

SCH SCHOOL

SCHED SCHEDULE

SCHEM SCHEMATIC

SCP SCUPPER

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SCWD SOLID CORE WOOD DOOR

SD SHOP DRAWINGS, SMOKE DETECTOR OR SOAP

DISPENSER

SDG SIDING

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGD SLIDING GLASS DOOR

SGL SINGLE

SHR SHOWER

SHR HD SHOWER HEAD

SHRD SHOWER DRAIN

SHT SHEET

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SK SKETCH

SKLT SKYLIGHT

SLD WDW HORIZONTAL SLIDING WINDOW

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SMK SMOKE

SND SANITARY NAPKIN DISPENSER

SND INS SOUND INSULATION

S SOUTH

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SANITARY SEWER OR SERVICE SINK

SST STAINLESS STEEL

ST STAIRS OR STREET

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIF STIFFENER

STL STEEL

STL LNTL STEEL LINTEL

STL RF DK STEEL ROOF DECK

STL TB STEEL TUBE

STNLS STAINLESS

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPEND

SV SHEET VINYL

SW SWITCH

SWDR SWING DOOR

SYM SYMBOL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

TA TOILET ACCESSORY

T&G TONGUE AND GROOVE

T&M TIME AND MATERIALS

TB THROUGH BOLT OR TOWEL BAR

TCA TILE COUNCIL OF AMERICA

TCP TELEPHONE CONTROL PANEL OR TEMPERATURE

CONTROL PANEL OR TRAFFIC CONTROL PLAN

TD TOWEL DISPENSER

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE OR TEMPORARY

TER TERRAZZO

THD THREAD

THERM THERMAL

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOUT THROUGHOUT

TK BD TACKBOARD

TMPD TEMPERED

TN TRUE NORTH

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TR TOWEL RACK

TRANS TRANSOM

TRANS WD FIN TRANSPARENT WOOD FINISH

TRTD TREATED

TS TENSILE STRENGTH OR TUBE STEEL

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UC UNDERCUT

UCD UNDERCUT DOOR

UGND UNDERGROUND

UL UNDERWRITERS LABORATORIES

ULT ULTIMATE

UNFIN UNFINISH

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV ULTRAVIOLET

V VOLT

VAC VACUUM

VAR VARIES

VCT VINYL COMPOSITION TILE OR VITRIFIED CLAY TILE

VEH VEHICLE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VFAT VINYL FACED ACOUSTICAL TILE

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VNR VENEER

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VOLT VOLTAGE

VP VENEER PLASTER

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

VWF VINYL WALL FABRIC

WALLS

DOOR TAG

KEY NOTE TAGS

DOORS

101 EQUIPMENT/FURNITURE TAG

1 PLAN NOTE

1 DEMOLITION NOTE

KEY NOTE SYMBOLS

CONSTRUCTION GENERAL NOTESARCHITECTURAL SYMBOLSARCHITECTURAL ABBREVIATIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

NOT F

OR

CONSTRUCTIO

N

35% SCHEMATIC DESIGN 11/09/2022

85% DESIGN DEVELOPMENT 01/06/2023

100% DESIGN DEVELOPMENT 02/01/2023

CONSTRUCTION DOCUMENTS 02/23/2023

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AE001

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONSGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

IMPROVE TRAILERS

3200 VINE ST, CINCINNATI, OH 45220

539-22-209

TRAILERS

Kristina Amin, Chief Engineer

03/29/2023 JG KJW

CONSTRUCTION

DOCUMENTS

Revisions: Date:

kwilliams Rectangle

UP

EXAM

EXAM

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

TOILET

TOILET

CORRIDOR

EXAM

EXAM

CONFERENCE

CONFERENCE

ELEC

203A

WAITING

RECEPTION

212A

CORRIDOR

OFFICE

OFFICE

OFFICE

OFFICE

CONFERENCE

OFFICE

OFFICE

OFFICE

OFFICE

TOILET

CORRIDOR

OFFICE

OEF/OIF

OFFICE

OEF/OIF

OFFICE

CONFERENCE

OFFICE

OFFICE

OFFICE

OFFICE

TOILET

CORRIDOR

STORAGE

CLOSET

EDUCATION

CLOSET

TOILET

CLOSET

6 7

8 8 8 8

8 8

8 8 8 8

A. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION

SHALL BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING

IMPROVEMENTS WHETHER OR NOT SPECIFICALLY INDICATED ON THE

DRAWINGS TO FACILITATE THE COMPLETION OF ALL REQUIRED WORK.

CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND

ITEMS REQUIRED TO BE REMOVED.

B. REFER TO ARCHITECTURAL SYMBOLS ON SHEET AE001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

C. EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN

UNLESS OTHERWISE NOTED.

D. SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OR UNSATISFACTORY CONDITIONS EXIST. SUCH

CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

E. EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH THE DIMENSION

FLOOR PLAN AE100, AND ENGINEERING DRAWINGS FOR ADDITIONAL

INFORMATION.

F. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED

ARE APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF

WORK TO BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE

NEW CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN

INTENT OF NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS

WORK.

G. CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHER WISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

H. MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE

NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH

THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE

SMOOTH AND UNDETECTABLE.

I. COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND

VENDOR DRAWINGS.

1. REMOVE UNDERFLOOR BATT INSULATION AND SUSPENSION MESH AND

CLEAN ALL LOOSE DEBRIS FOR NEW SPRAY-ON INSTALLATION.

2. REMOVE EXISTING METAL OR VINYL SKIRT MATERIAL AND TOP CAP

FLASHING.

3. REMOVE WOOD WALKWAY AND COMPLETE SUB STRUCTURE TO GRADE. SEE

STRUCTURAL DRAWINGS SF101 FOR ADDITIONAL INFORMATION.

4. REMOVE UNDER TRAILER PVC COLD WATER PIPE INSULATION. SEE MEP

DRAWINGS FOR ADDITIONAL INFORMATION.

5. REMOVE ALL FLOOR MOUNTED TOILET FIXTURES. RETAIN FOR RE-

INSTALLATION.

6. REMOVE RESILIENT TILE FLOORING AND WALL BASE

7. REMOVE CARPET FLOORING AND WALL BASE.

8. EXISTING DOOR TO BE REMOVED AND CUT DOWN AS REQUIRED. FOR

ADDITIONAL NEW SUB-FLOOR, SEE NEW WORK PLAN FOR ADDITIONAL

DETAILS/INFORMATION.

DEMOLITION GENERAL NOTES

DEMOLITION PLAN NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

NOT F

OR

CONSTRUCTIO

N

35% SCHEMATIC DESIGN 11/09/2022

85% DESIGN DEVELOPMENT 01/06/2023

100% DESIGN DEVELOPMENT 02/01/2023

CONSTRUCTION DOCUMENTS 02/23/2023

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AD100

ARCHITECTURAL DEMO SITE PLAN

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

IMPROVE TRAILERS

3200 VINE ST, CINCINNATI, OH 45220

539-22-209

TRAILERS

Kristina Amin, Chief Engineer

03/29/2023 JG KJW

CONSTRUCTION

DOCUMENTS

SCALE: 3/16" = 1'-0"AD100

1 DEMO SITE PLAN

N

Revisions: Date:

kwilliams Rectangle

UP

M

M

M

M

MMMM

SSS S

S

S

S

S

J

EXAM

EXAM

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

TOILET

TOILET

CORRIDOR

EXAM

EXAM

CONFERENCE

CONFERENCE

ELEC

203A

WAITING

RECEPTION

212A

CORRIDOR

OFFICE

OFFICE

OFFICE

OFFICE

CONFERENCE

OFFICE

OFFICE

OFFICE

OFFICE

TOILET

CORRIDOR

OFFICE

OEF/OIF

OFFICE

OEF/OIF

OFFICE

CONFERENCE

OFFICE

OFFICE

OFFICE

OFFICE

TOILET

CORRIDOR

STORAGE

CLOSET

EDUCATION

CLOSET

TOILET

CLOSET

2 4

AE501

10 13

11 11 11

11 11

11 11

AE100

SF101

SF101

SF1015

SF101

A. REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL FOR

COORDINATION ITEMS. COORDINATE AS REQUIRED INCLUDING NECESSARY

FRAMING, BLOCKING, ETC.

B. ALL DIMENSIONS SHOWN ARE TO FACE OF WALL FRAMING/ MASONRY

UNLESS NOTED OTHERWISE. DIMENSIONS DESIGNATES AS "CLR" OR

"CLEAR" INDICATE A CLEAR DIMENSION FROM FACE OF FINISH TO FACE OF

FINISH.

C. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

D. CONTRACTOR TO MAINTAIN/REPAIR RATING OF EXISTING PARTITIONS AS

AFFECTED BY DEMOLITION/NEW CONSTRUCTION, TYPICAL THROUGHOUT.

E. COLUMN DIMENSIONS ARE FOR REFERENCE AND SHALL BE VERIFIED IN THE

FIELD.

F. DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE TO MATCH

FIELD CONDITIONS. ALL OTHER DIMENSIONS WITHIN THE DIMENSION

STRING MUST BE MAINTAINED.

ARCHITECTURAL GENERAL NOTES

1. APPLY CLOSED CELL SPRAY ON INSULATION TO UNDERSIDE OF TRAILERS.

PROVIDE FULL COVERAGE.

2. PROVIDE NEW VINYL SKIRTING AROUND ENTIRE PERIMETER. PROVIDE NEW

CAP FLASHING.

3. PROVIDE PLASTIC CURBING ALONG BACKSIDE OF TRAILERS TO DIVERT

WATER AWAY FROM AND AROUND TRAILERS TO KEEP WATER FROM

GETTING BENEATH TRAILERS.

4. HEAT TAPE ALL HOT AND COLD PVC WATER LINES AND INSULATE.

5. SEE STRUCTURAL DRAWINGS FOR NEW WALKWAY CONSTRUCTION.

6. PROVIDE NEW EXHAUST FAN FOR VENTILATION OF UNDERSIDE OF TRAILER.

SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

7. PROVIDE 10 MIL VAPOR BARRIER WITH STRING REINFORCEMENT OVER

ENTIRE AREA UNDER TRAILER.

8. EXISTING WOOD STAIR AND LANDING TO REMAIN.

9. EXISTING WOOD RAMP TO REMAIN.

10. LEVEL FLOOR WITH SELF LEVELING COMPOUND AND INSTALL 3/4"

STRUCTURAL PLYWOOD SUBFLOORING OVER ENTIRE FLOOR, EXCEPT

AROUND WALLS.

11. RE-INSTALL DOORS IN ORIGINAL LOCATIONS AFTER UNDER CUTTING THEM

FOR NEW FLOORING.

12. RESET FLOOR MOUNTED TOILET/PLUMBING FIXTURES IN ORIGINAL

LOCATIONS.

13. INSTALL NEW LVT FLOORING AND RUBBER BASE THROUGHOUT.

14. EXHAUST LOUVER, SEE MECHANICAL DRAWINGS FOR SIZE AND EXACT

LOCATION.

ARCHITECTURAL PLAN NOTES

10"

2'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

NOT F

OR

CONSTRUCTIO

N

35% SCHEMATIC DESIGN 11/09/2022

85% DESIGN DEVELOPMENT 01/06/2023

100% DESIGN DEVELOPMENT 02/01/2023

CONSTRUCTION DOCUMENTS 02/23/2023

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P

M

AE100

ARCHITECTURAL SITE PLAN

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

IMPROVE TRAILERS

3200 VINE ST, CINCINNATI, OH 45220

539-22-209

TRAILERS

Kristina Amin, Chief Engineer

03/29/2023 JG KJW

CONSTRUCTION

DOCUMENTS

SCALE: 3/16" = 1'-0"AE100

1 SITE PLAN

N

SCALE: 1/2" = 1'-0"AE100

2 TYPICAL CUT DETAIL

Revisions: Date:

kwilliams Rectangle

1 2

TYP

TYP 72' - 0"

FINISHED FLOOR

100'-0"

AABBCCDDEEFFGG

72' - 1"

2'

2'

0"

72' - 0"

FINISHED FLOOR

100'-0"

AA BB CC DD EE FF GG

4'

3'

72' - 1"

FINISHED FLOOR

100'-0"

1E 2E 3E 4E 5E 6E

36' - 2"

4'

2'

0"

AE501

1 2

FINISHED FLOOR

100'-0"

36' - 0"

1E2E3E4E5E6E

36' - 2"

3'

2'

1. PROVIDE NEW PERFORATED VINYL SKIRTING AROUND ENTIRE PERIMETER.

PROVIDE NEW CAP FLASHING.

2. NEW PRESSURE TREATED WOOD AND COMPOSITE BOARD WALKWAY. SEE

STRUCTURAL DRAWING SF101 FOR ADDITIONAL DETAILS.

3. NEW VENTILATION FANS FOR UNDER TRAILER VENTILATION.

4. EXISTING WOOD STAIR / LANDING TO REMAIN.

ELEVATION NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

NOT F

OR

CONSTRUCTIO

N

35% SCHEMATIC DESIGN 11/09/2022

85% DESIGN DEVELOPMENT 01/06/2023

100% DESIGN DEVELOPMENT 02/01/2023

CONSTRUCTION DOCUMENTS 02/23/2023

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AE201A

TRAILER ELEVATIONS

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

IMPROVE TRAILERS

3200 VINE ST, CINCINNATI, OH 45220

539-22-209

TRAILERS

Kristina Amin, Chief Engineer

03/29/2023 JG KJW

CONSTRUCTION

DOCUMENTS

SCALE: 1/4" = 1'-0"AE201A

0000 NVS TRAILER A - EAST

SCALE: 1/4" = 1'-0"AE201A

2 NVS TRAILER A - WEST

SCALE: 1/4" = 1'-0"AE201A

3 NVS TRAILER A - NORTH

SCALE: 1/4" = 1'-0"AE201A

1 NVS TRAILER A - SOUTH

Revisions: Date:

kwilliams Rectangle

FINISHED FLOOR

100'-0"

AABBCCDDEEFFGG

72' - 2"

2'

FINISHED FLOOR

100'-0"

TYP

TYP

72' - 0"

AA BB CC DD EE FF GG

SF101

SF101

72' - 2" 2'

2'

FINISHED FLOOR

100'-0"

24' - 0"

EQ EQ

E1 E2 E3 E4

SF101

24' - 1"

2'

2'

FINISHED FLOOR

100'-0"

E1E2E3E4

3 3

2'

2'

24' - 1"

1. PROVIDE NEW PERFORATED VINYL SKIRTING AROUND ENTIRE PERIMETER.

PROVIDE NEW CAP FLASHING.

2. NEW PRESSURE TREATED WOOD AND COMPOSITE BOARD WALKWAY. SEE

STRUCTURAL DRAWING SF101 FOR ADDITIONAL DETAILS.

3. NEW VENTILATION FANS FOR UNDER TRAILER VENTILATION.

4. EXISTING WOOD STAIR / LANDING TO REMAIN.

ELEVATION NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

NOT F

OR

CONSTRUCTIO

N

35% SCHEMATIC DESIGN 11/09/2022

85% DESIGN DEVELOPMENT 01/06/2023

100% DESIGN DEVELOPMENT 02/01/2023

CONSTRUCTION DOCUMENTS 02/23/2023

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AE201B

TRAILER ELEVATIONS

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

IMPROVE TRAILERS

3200 VINE ST, CINCINNATI, OH 45220

539-22-209

TRAILERS

Kristina Amin, Chief Engineer

03/29/2023 JG KJW

CONSTRUCTION

DOCUMENTS

SCALE: 1/4" = 1'-0"AE201B

1 NVS TRAILER B - EAST

SCALE: 1/4" = 1'-0"AE201B

2 NVS TRAILER B - WEST

SCALE: 1/4" = 1'-0"AE201B

3 NVS TRAILER B - NORTH

SCALE: 1/4" = 1'-0"AE201B

4 NVS TRIALER B - SOUTH

Revisions: Date:

kwilliams Rectangle

FINISHED FLOOR

100'-0"

23' - 4 1/8"

23' - 5"

2'

2'

FINISHED FLOOR

100'-0"

23' - 4 1/8"

5'

5'

23' - 5"

FINISHED FLOOR

100'-0"

72' - 0"

2'

5'

72' - 1"

FINISHED FLOOR

100'-0"

72' - 0"

E1E2E3E41E2E3E4E5E6E

SF101

2'

72' - 1"

AE501

1. PROVIDE NEW PERFORATED VINYL SKIRTING AROUND ENTIRE PERIMETER.

PROVIDE NEW CAP FLASHING.

2. NEW PRESSURE TREATED WOOD AND COMPOSITE BOARD WALKWAY. SEE

STRUCTURAL DRAWING SF101 FOR ADDITIONAL DETAILS.

3. NEW VENTILATION FANS FOR UNDER TRAILER VENTILATION.

4. EXISTING WOOD…