S02 - Att 2 Drawings - Bid Set.pdf

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

A u to d e s k D o c s

/1

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R e p la c e n d F lo o r R o o fs

B

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GI000

COVER SHEET

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE 2ND FLOOR ROOFS

B200

5000 5TH AVE, HINES, IL 60141

578-22-026

9/29/2025 ES LS

578-22-026

REPLACE 2ND FLOOR ROOFS B200

VA EDWARD HINES

5000 5TH AVE, HINES, IL 60141

BID DOCUMENTS

BID DOCUMENTS

FULLY SPRINKLERED

SHEET INDEX

SHEET NUMBER SHEET NAME PAGE #

GENERAL

GI000 COVER SHEET PAGE 1

GI001 PHASING AND INFECTION CONTROL PAGE 2

GI100 GROUND LEVEL PLAN PAGE 3

STRUCTURAL

S001 BID DEDUCT - GENERAL STRUCTURAL NOTES, LOAD MAP, &

TYPICAL DETAILS

SF101 BID DEDUCT - LOW ROOF FRAMING DEMOLITION PLANS PAGE 5

SF102 BID DEDUCT - LOW ROOF FRAMING PLANS PAGE 6

SF901 BID DEDUCT - ISOMETRIC VIEWS PAGE 7

ARCHITECTURAL

AE001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS PAGE 8

AD101 ROOF DEMOLITION PLAN - OVERALL PAGE 9

AD101A ROOF DEMOLITION PLAN - AREA A PAGE 10

AD101B ROOF DEMOLITION PLAN - AREA B PAGE 11

AD101C ROOF DEMOLITION PLAN - AREA C PAGE 12

AD101D ROOF DEMOLITION PLAN - AREA D PAGE 13

AE101 ROOF PLAN - OVERALL PAGE 14

AE101A ROOF PLAN - AREA A PAGE 15

AE101B ROOF PLAN - AREA B PAGE 16

AE101C ROOF PLAN - AREA C PAGE 17

AE101D ROOF PLAN - AREA D PAGE 18

AE501 ROOF DETAILS PAGE 19

AE502 ENLARGED STAIR PLANS AND SECTIONS PAGE 20

STRUCTURAL

ENGINEER

OWNER ARCHITECT

AREA MAP

VICINITY MAP

CAMPUS MAP

VA EDWARD HINES

Contact:

Ernest Wright Contracting Officer's Representative

5000 5th Ave.

Hines, IL 60141 p: 708-202-8387 x 21147 e: Ernest.Wright@va.gov

GUIDON DESIGN INC.

Contact:

Morris Thomas Senior Project Manager

1221 North Pennsylvania Street Indianapolis, IN 46202 p: 317.800.6388 x 176 e: mthomas@guidon.com

GUIDON DESIGN INC.

Contact:

Mark Vanderwoude Director of Project Management

1221 North Pennsylvania Street Indianapolis, IN 46202 p: 317.800.6388 x 119 e: mvanderwoude@guidon.com

Revisions: Date:

N

N

PHASE 1

PHASE 2

PHASE 3

PHASE 4

F E D

PHASE 1

PHASE 2

PHASE 3

PHASE 4

F E D

1. PROVIDE TEMPORARY INFECTION CONTROL CONSTRUCTION DOOR WITH

CARD READER ACCESS FOR DEDUCT ALTERNATE 1.

2. PROVIDE TEMPORARY MODULAR INFECTION CONTROL BARRIER WALL

CONSTRUCTION FOR DEDUCT ALTERNATE 1.

A. REFER TO LIST OF REQUIRED INFECTION CONTROL PRECAUTIONS OUTLINED

BY CLASS IN SPECIFICATION 010110 AND ADDITIONAL INFORMATION.

B. REFER TO DRAWINGS AND SPECIFICATIONS AND DOOR HARDWARE

SCHEDULE FOR ADDITIONAL INFORMATION.

C. DEDUCT ALTERNATE 1 SHALL BE COMPLETED IN 5 PHASES.

D. COORDINATE FULL SCOPE OF WORK OF DEDUCT ALTERNATE 1 WITH

ENGINEERING DRAWINGS AND FIELD VERIFICATION. CONTRACTOR IS

RESPONSIBLE FOR SCOPE OF ABOVE CEILING WORK REQUIRED ABOVE AND

BELOW THE FLOOR PLATE OF THE PROJECT BOUNDARY.

E. FOR DEDUCT ALTERNATE 1, 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.

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

AND NURSING STAFF BEFORE CONSTRUCTION MAY BEGIN. PROVIDE

PHASING INFORMATION FOR DEDUCT ALTERNATE 1 FOR ABOVE CEILING

WORK IN THE CONTRACTOR PROVIDED CMP SCHEDULE FOR WORK ALSO

REQUIRED ABOVE AND BELOW THE FLOOR PLATE OF THE PROJECT

BOUNDARY.

G. ABOVE CEILING WORK FOR DEDUCT ALTERNATE 1 SHALL TAKE PLACE

BETWEEN THE HOURS OF 5:00 PM AND 5:00 AM. IN AREAS THAT REQUIRE

ABOVE CEILING WORK WHERE CEILINGS ARE TO REMAIN, CEILING TILES

SHALL BE REMOVED AND STORED IN A SAFE MANOR UNTIL CEILING TILES

CAN BE REINSTALLED. DAMAGED AND BROKEN CEILING TILES SHALL BE

REPLACED BY CONTRACTOR.

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

DURING NORMAL BUSINESS HOURS. SEE SPECIFICATION FOR HOURS OF

OPERATION.

I. WORK REQUIRING VIBRATION OR LOAD NOISE SHALL TAKE PLACE BETWEEN

THE HOURS OF 5:00 PM AND 5:00 AM. EVERY EFFORT SHALL BE MADE TO

KEEP NOISE AND VIBRATION TO A MINIMUM.

J. FOR DEDUCT ALTERNATE 1, 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.

K. FOR DEDUCT ALTERNATE 1, PROVIDE THE VA AND OSHA REQUIRED

TEMPORARY SIGNAGE AT EACH TEMPORARY DOOR LOCATION.

L. 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.

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

WITH 4 MIL. POLY SHEET.

N. 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.

O. 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.

P. FOR DEDUCT ALTERNATE 1, PROVIDE CONTAINMENT CART FOR ABOVE

CEILING ACCESS OUTSIDE PROJECT BOUNDARY.

A. FOR DEDUCT ALTERNATE 1 THERE ARE PROJECT AREAS TO BE OCCUPIED

BY STAFF AND VETERANS THROUGHOUT CONSTRUCTION.

B. FOR DEDUCT ALTERNATE 1, PROJECT SHALL BE COMPLETED DURING NIGHT

SHIFTS, 5:00 PM TO 5:00 AM. COORDINATE WITH COR. ALL WORK TO BE

COMPLETED AND OPEN FOR PUBLIC USE AT THE END OF EACH NIGHT'S

WORK.

C. FOR DEDUCT ALTERNATE 1, CONSTRUCTION WORK BEHIND TEMPORARY

CONSTRUCTION PARTITIONS SHALL BE COMPLETED DURING NIGHT SHIFTS,

5:00 PM TO 5:00 AM.

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

FOR EACH PHASE AND AREA OF WORK.

E. FOR DEDUCT ALTERNATE 1, DOORS TO BE USED FOR INFECTION CONTROL

TO HAVE PROPER TEMPORARY SIGNAGE RESTRICTING STAFF AND

VETERAN ACCESS DURING WORK.

PHASING GENERAL NOTES

INFECTION CONTROL PLAN NOTES

INFECTION CONTROL GENERAL NOTES

IC / PHASING LEGEND

TEMPORARY WALLS. SEE PLAN AND PLAN NOTES

TEMPORARY CONSTRUCTION ACCESS DOORS

BEYOND PROJECT BOUNDARY

PROJECT BOUNDARY

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

A u to d e s k D o c s

/1

.6

.1

R e p la c e n d F lo o r R o o fs

B

/1

.6

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A v

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/2

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:5

A

M

GI001

PHASING AND INFECTION

CONTROLGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE 2ND FLOOR ROOFS

B200

5000 5TH AVE, HINES, IL 60141

578-22-026

9/29/2025 ES

BID DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

SCALE: 1/16" = 1'-0"GI001

2 SECOND FLOOR PHASING PLAN - DEDUCT ALTERNATE 1

SCALE: 1/16" = 1'-0"GI001

1 ROOF PHASING PLAN - DEDUCT ALTERNATE 1

PROPOSED LAY DOWN OR CRANE ACCESS AREAS

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

A u to d e s k D o c s

/1

.6

.1

R e p la c e n d F lo o r R o o fs

B

/1

.6

.1

A v

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/2

/2

:3

:5

A

M

GI100

GROUND LEVEL PLAN

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE 2ND FLOOR ROOFS

B200

5000 5TH AVE, HINES, IL 60141

578-22-026

9/29/2025 ES LS

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1" = 50'-0"GI100

1 SITE PLAN

Revisions: Date:

NSCALE: 12" = 1'-0"

LAY DOWN SPACE IMAGES

WIND UPLIFT NET PRESSURE

HEIGHT

ZONE 1

PRESSURE

ZONE 3

PRESSURE

0 - 30' 23 PSF 29 PSF

NOTE: PERIMETER PRESSURE APPLIES BETWEEN ALL EXTERIOR WALLS

AND 5' IN FROM THE EXTERIOR WALLS.

ZONE 2

PRESSURE

29 PSF

36/7 PATTERN W/ SIDELAP

FASTENERS @ 18" O.C. MAX.

TYPICAL U.N.O.

NOTE:

1. 1 1/2", 18 GA. GALVANIZED WIDE RIB STEEL ROOF DECK. CLEAN, TREAT AND PRIME.

2. USE #10 TEK SCREW SIDELAP FASTENERS, U.N.O.

3. MECHANICAL FASTENERS SHALL BE USED IN LIEU OF WELDS.

4. USE THE FOLLOWING HILTI POWER ACTUATED FASTENERS:

X-HSN 24 FOR STRUCTURAL STEEL 1/8" ≤ 't' ≤ 3/8" X-ENP-19 L15 FOR STRUCTURAL STEEL 't' ≥ 1/4"

S-SLC 01 M HWH SIDELAP FASTENERS

ACCEPTABLE ALTERNATE: PNEUTEK AIR/SAFE FASTENING SYSTEM.

5. SUBMIT PROPOSED FASTENERS & TECHNICAL DATA FOR REVIEW.

6. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

7. REF. DECK TYPE ON THE FRAMING PLANS.R1.5

36" COVER

GALV. 16 GA. COVER PLATE FOR

OPENINGS GREATER THAN 6" &

LESS THAN 12" (SQUARE OR ROUND)

NOTE: HOLES LESS THAN 6" IN WIDTH

(ONE RIB REMOVED) DO NOT REQUIRE

REINFORCEMENT. REF. TYPICAL ROOF

OPENING FRAME DETAIL FOR OPENINGS

w/ MAX. DIMENSION EXCEEDING 12"

#8 TEK SCREWS -

FASTEN TO EACH RIB

NOTE: PROVIDE SIMILAR COVER

PLATE DETAIL COVER PLATE

DETAIL FOR SINGLE DAMAGED

RIB - CONSULT ENGINEER FOR

DIRECTION WHERE MORE THAN

ONE ADJACENT RIB IS DAMAGED

STEEL ROOF DECK

PER PLAN

COPE VERTICAL LEGS OF ANGLES

WITHIN 1" OF EDGE OF EX. JOIST

CHORD OR BEAM FLANGE

ANGLES TO BEAR A MIN. OF

3" ON JOIST TOP CHORD

OR BEAM TOP FLANGE

ROOF OPENING - COORD. SIZE &

LOC'N. W/ ARCHITECTURAL

DWGS. & MECHANICAL TRADES

EX. STEEL JOIST OR BEAM -

SIZE & SPACING PER PLAN

NEW L4x4x1/4 ANGLE FRAME

PROVIDE FOR ALL

OPENINGS W/ MAX.

DIMENSION EXCEEDING 12"

NOTES:

1. PROVIDE NEW ANGLE FRAME AS SHOWN FOR

ALL ROOF OPENINGS IN 1 1/2" WIDE-RIB DECK

WITH MAXIMUM DIMENSION EXCEEDING 1' - 0".

2. USE L4x4x1/4 TYPICAL.

3. COORDINATE LOCATION OF ROOF OPENINGS

WITH ARCHITECTURAL DRAWINGS &

MECHANICAL TRADES.

MAINTAIN COPE OF VERTICAL

LEG WITHIN 1" OF EDGE OF EX.

JOIST CHORD OR BEAM FLANGE

NEW L4x4x1/4 FRAME

COORD. W/ MECH.

ROOF OPENING

NEW 1 1/2" WIDE

RIB ROOF DECK

NEW L4x4x1/4 FRAME

ROOF OPENING-

COORD. SIZE W/

MECH. CONTR.

EX. STEEL JOIST

OR BEAM PER PLAN

EX. STEEL JOIST OR BEAM - SIZE PER PLAN

EX. STEEL JOIST OR BEAM - SIZE PER PLAN

ANGLES TO BEAR A MIN. OF

3" ON EX. JOIST TOP CHORD

OR BEAM TOP FLANGE

S E

E P

LA

N

F O

R S

P A

C

IN

G

1"

T/STEEL

FV

NEW CONTINUOUS PERIMETER ANGLE

OR BENT PLATE (DIAPHRAGM CHORD)

SIZE PER TYPICAL ROOF EDGE DETAIL

FASTEN DECK TO DIAPHRAGM CHORD w/ FUSION WELDS

OR MECHANICAL FASTENERS - MAINTAIN FASTENER

SPACING TO MATCH ATTACHMENT AT SUPPORTING

STRUCTURAL MEMBERS, I.E. 6" O.C. FOR 36/7 PATTERN

NEW STEEL ROOF

DECK PER PLAN

EX. STEEL BEAM

PER PLAN

EX. STEEL GIRDER

BEAM PER PLAN

INSPECT

WELD TO

BEAM FLANGE

EOD (PER PLAN) SHALL MATCH EXISTING

LOCATION & CONNECTION TO EX. WALLS. IF EOD

ANGLE/PLATE DOES NOT ATTACH TO EXISTING,

ALIGN NEW ANGLE WITH THE INSIDE FACE OF

GROUND SUPPORTED CMU & BE 1/2" FROM

OUTSIDE FACE OF BRICK/STUD WALLS AT THE

PERIMETER (VERIFY WALL LOCATIONS IN THE

FIELD).

NEW L5x3x3/8 FOR EOD ≤ 3" NEW L5x5x3/8 FOR 3" > EOD ≤ 6"

NEW 3/8" BENT PL FOR EOD > 6"

W/ HORIZ. LEG = EOD

EX. STEEL BEAM

PER PLAN

NEW STEEL ROOF DECK

(ORIENTATION VARIES -

SEE PLAN)

NEW 3/8" GUSSET PL @ 32" OC OFF

WEB OF STEEL BEAMS TO EDGE

OF BENT PLATE WHERE EOD > 12"

1/4 3 @ 12

EOD

NEW L5x3x3/8 FOR EOD ≤ 3" NEW L5x5x3/8 FOR 3" > EOD ≤ 6"

NEW 3/8" BENT PL FOR EOD > 6"

W/ HORIZ. LEG = EOD

EX. STEEL BEAM

PER PLAN

NEW STEEL ROOF DECK

(ORIENTATION VARIES -

SEE PLAN)

NEW 3/8" GUSSET PL @ 32" OC OFF

WEB OF STEEL BEAMS TO EDGE

OF BENT PLATE WHERE EOD > 12"

1/4 3" MIN.

EOD

EOD (PER PLAN) SHALL MATCH EXISTING

LOCATION & CONNECTION TO EX. WALLS. IF EOD

ANGLE/PLATE DOES NOT ATTACH TO EXISTING,

ALIGN NEW ANGLE WITH THE INSIDE FACE OF

GROUND SUPPORTED CMU & BE 1/2" FROM

OUTSIDE FACE OF BRICK/STUD WALLS AT THE

PERIMETER (VERIFY WALL LOCATIONS IN THE

FIELD).

T/STEEL

FV

T/STEEL

FV

182.4 PSF

53.2 PSF

21' - 7 3/4"

E D

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

A u to d e s k D o c s

/1

.6

.1

R e p la c e n d F lo o r R o o fs

B

/1

.6

.1

S v

.r v t

/2

/2

:3

:4

P

M

SI001

BID DEDUCT - GENERAL

STRUCTURAL NOTES, LOAD MAP,

& TYPICAL DETAILSGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE 2ND FLOOR ROOFS

B200

5000 5TH AVE, HINES, IL 60141

578-22-026

09/29/2025 ADK LKB

BID DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

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 ARCHITECTURAL DRAWINGS AND 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

REQUIREMENT SHALL APPLY.

NO PENETRATIONS THROUGH STRUCTURAL ELEMENTS, OTHER THAN THOSE SHOWN ON THE DRAWINGS, SHALL BE MADE WITHOUT

THE APPROVAL OF THE STRUCTURAL ENGINEER.

CONTRACTOR TO COORDINATE ALL EQUIPMENT, ROOF DRAINS, CHASES, AND OTHER ITEMS CONNECTED TO THE STRUCTURE BEFORE

FABRICATION BEGINS.

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. STRUCTURAL STEEL (INCLUDING DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED FOR ALL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS)

2. STEEL DECK

STRUCTURAL STEEL

STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE ANSI/AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, LATEST EDITION WITH AMENDMENTS, AND THE AISC 303 CODE OF STANDARD PRACTICE FOR

STEEL BUILDINGS AND BRIDGES, LATEST EDITION WITH AMENDMENTS.

STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, 50 KSI.

STRUCTURAL STEEL PLATES AND ROLLED SHAPES OTHER THAN WIDE-FLANGE SHAPES SHALL CONFORM TO ASTM A36, UNLESS NOTED

OTHERWISE.

BOLTED CONNECTIONS SHALL CONFORM TO THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS OF THE ENGINEERING FOUNDATION. BOLTED CONNECTIONS

SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION.

WELDING PROCEDURES SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING

CODE FOR STEEL ANSI/AWS D1.1.

WELDED CONNECTIONS USING ASTM A992 STEEL AS A BASE METAL SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES.

UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS, OTHER WELDED CONNECTIONS MAY BE MADE WITH STANDARD E70XX

ELECTRODES.

STRUCTURAL STEEL SHALL BE SHOP-PRIMED WITH A RUST-INHIBITING PRIMER, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

CONTRACTOR SHALL VERIFY PRIMER IS COMPATIBLE WITH FINISH COAT SYSTEM SPECIFIED BY THE ARCHITECT. COORDINATE FINISH

PAINTING REQUIREMENTS WITH THE ARCHITECT.

STRUCTURAL STEEL NOTED TO BE GALVANIZED OR EXPOSED SHALL BE HOT-DIP GALVANIZED IN CONFORMANCE WITH ASTM A123.

DO NOT PAINT OR GALVANIZE THE FOLLOWING SURFACES:

1. SURFACES TO BE WELDED.

2. SURFACES TO RECEIVE SPRAYED-ON FIREPROOFING.

ALL ABRASIONS TO GALVANIZED SURFACES OR SURFACES TO RECEIVE AN ARCHITECTURAL FINISH COAT SHALL BE TOUCHED-UP AFTER ERECTION IS COMPLETE. FOR PAINTED STEEL, USE A PRIMER EQUIVALENT TO THE SHOP PAINT. FOR GALVANIZED STEEL, USE

A ZINC-RICH COLD-GALVANIZING PAINT.

DESIGN CONNECTIONS NOT SHOWN IN ACCORDANCE WITH THE ASD SPECIFICATION AND MANUAL OF STEEL CONSTRUCTION. UNLESS NOTED OTHERWISE ON THE DRAWINGS, DESIGN BEAM CONNECTIONS NOT SHOWN, TO SUPPORT A MINIMUM OF A 10 KIP SHEAR REACTION. PROVIDE NO LESS THAN 2 BOLTS IN ANY SINGLE LINE OF BOLTS, UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS.

PROVIDE L4X4X1/4 FRAMED OPENINGS FOR ALL ROOF PENETRATIONS 12 INCHES OR LARGER ALONG ANY SIDE, UNLESS LARGER FRAMING IS INDICATED. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR PENETRATIONS. COORDINATE FRAMED OPENING SIZES

AND LOCATIONS WITH THE MECHANICAL AND PLUMBING CONTRACTORS.

STEEL ROOF DECK

PROVIDE AND ERECT STEEL DECK IN ACCORDANCE WITH THE LATEST EDITION OF THE STEEL DECK INSTITUTE'S SPECIFICATIONS AND

CODE OF STANDARD PRACTICE.

DECK MANUFACTURER SHALL PROVIDE ALL ROOF DECK ACCESSORIES, INCLUDING CLOSURES, SUPPLEMENTARY FRAMING, AND SUMP

PANS, WHETHER OR NOT SUCH ITEMS ARE DETAILED ON THE CONTRACT DOCUMENTS.

FASTEN ROOF DECK TO STEEL SUPPORTS AS INDICATED ON THE DRAWINGS. PERFORM WELDING IN ACCORDANCE WITH ANSI/AWS D1.3.

ROOF DECK SHALL BE INSTALLED IN A MINIMUM THREE SPAN CONDITION WHERE POSSIBLE.

DO NOT SUSPEND ANY ITEMS, SUCH AS DUCTWORK, MECHANICAL, AND ELECTRICAL FIXTURES, CEILINGS, ETC. FROM STEEL DECK.

DESIGN DATA

THE BUILDING STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2021 INTERNATIONAL BUILDING CODE & ASCE 7-22.

RISK CATEGORY = IV

SUPERIMPOSED ROOF DEAD LOAD = 10 PSF

(DEAD LOAD IN ADDITION TO THE SELF WEIGHT OF THE PRIMARY STRUCTURAL SYSTEM)

ROOF LIVE LOAD = 20 PSF

SNOW LOAD DESIGN DATA

1. GROUND SNOW LOAD (Pg) = 76 PSF

2. LOW-SLOPE ROOF SNOW LOAD (Pf) = 53.2 PSF

3. MINIMUM ROOF SNOW LOAD UPPER LIMIT (Pm,max) = 40 PSF

4. MINIMUM ROOF SNOW LOAD (Pm) = 40 PSF

5. SNOW EXPOSURE FACTOR (Ce) = 1.0

6. THERMAL FACTOR (Ct) = 1.0

7. SNOW DRIFT PER LOAD MAP A/SI001

WIND LOAD DESIGN DATA

1. BASIC WIND SPEED, V = 119 MPH

2. ASD WIND SPEED, Vasd = 92 MPH

3. WIND EXPOSURE CATEGORY = C

4. INTERNAL PRESSURE COEFFICIENT (GCpi) = ±0.18

5. WIND UPLIFT NET PRESSURE PER ADJACENT TABLE

EARTHQUAKE LOAD DESIGN DATA

1. SEISMIC IMPORTANCE FACTOR (Ie) = 1.5

2. SITE CLASSIFICATION = D

3. SEISMIC DESIGN CATEGORY = C

4. SHORT MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER (SS) = 0.160

5. 1-SECOND MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER (S1) = 0.071

6. SHORT DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETER (SDS) = 0.130

7. 1-SECOND DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETER (SD1) = 0.100

8. BASIC STRUCTURAL SYSTEM / SEISMIC RESISTING SYSTEM: H - STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC

RESISTANCE, EXCLUDING CANTILEVER COLUMN SYSTEMS

9. ANALYSIS PROCEDURE UTILIZED = EQUIVALENT LATERAL FORCE PROCEDURE

10. RESPONSE MODIFICATION COEFFICIENT (R) = 3.0

11. SEISMIC RESPONSE COEFFICIENT (CS) = 0.065

RENOVATION (EXISTING CONDITIONS)

INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM DRAWINGS THAT WERE PREPARED FOR THE VETERANS ADMINISTRATION HOSPITAL, BUILDING 200, DATED 10-29-1965 AND AN ASSESSMENT REPORT ENTITLED EVALUATION AT

EAST SUNDECK ROOF DECK DATED 07-08-2010.

WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO

NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.

WHERE NEW WORK IS TO BE FITTED TO OLD WORK, THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS IN THE FIELD, AND REPORT ANY ERRORS OR DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO THE FABRICATION AND ERECTION OF ANY

NEW MEMBERS.

EXISTING MATERIALS TO BE REMOVED AND REINSTALLED AS PART OF THE PROJECT, THAT BECOME DAMAGED, SHALL BE REPLACED

WITH NEW MATERIAL OF EQUAL QUALITY AND APPEARANCE, AT THE CONTRACTORS EXPENSE.

ALL WORK SHALL BE PREFORMED WITHOUT DAMAGE TO ADJACENT RETAINED WORK. ADJACENT EXISTING CONSTRUCTION SHALL BE

PROTECTED FROM DUST, DIRT, AND DEBRIS ACCUMULATION AT ALL TIMES.

STRUCTURAL ABBREVIATIONS

A/E ARCHITECT/ENGINEER

ACI AMERICAN CONCRETE INSTITUTE

ACP AUGER CAST PILE

ADDL ADDITIONAL

ADJ ADJACENT

AGGR AGGREGATE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APA AMERICAN PLYWOOD ASSOCIATION

APPROX APPROXIMATE

AR ANCHOR ROD

ARCH ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

B/ BOTTOM OF

BAL BALANCE

BD BOARD

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOTT BOTTOM

BRG BEARING

BTWN BETWEEN

C STANDARD CHANNEL

CANT CANTILEVER

CC CENTER TO CENTER

CF COLD FORMED

CG CENTER OF GRAVITY

CIP CAST-IN-PLACE

CJ CONTROL JOINT OR CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEARANCE, CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CTR CENTER

CTRD CENTERED

CU FT CUBIC FEET

CU IN CUBIC INCH

CYD CUBIC YARD

CW CONCRETE WALL

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION, DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIAPH DIAPHRAGM

DIM DIMENSION

DN DOWN

DO DITTO

DWG DRAWING

DWL DOWELS

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL, ELEV ELEVATION

ELEC ELECTRICAL

ENCL ENCLOSURE

ENGR ENGINEER

EOD EDGE OF DECK

EOJ EDGE OF JOIST

EOS EDGE OF SLAB

EQ EQUAL

EQPT EQUIPMENT

ES EACH SIDE

EW EACH WAY

EX EXISTING

EXP EXPANSION

EXT EXTERIOR

FAB FROM ADJACENT BEAM

FD FLOOR DRAIN

FDN FOUNDATION

FIN FINISH

FLG FLANGE

FLR FLOOR

FS FOOTING STEP

FT FEET

FTG FOOTING

FTGD FOOTING DRAIN

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GLULAM GLUE LAMINATED WOOD

GRND GROUND

GT GIRDER TRUSS

HAS, HS HEADED ANCHOR STUD

HDG HOT-DIP GALVANIZED

HK HOOK

HORIZ HORIZONTAL

HP HIGH POINT

HS HOLLOW STRUCTURAL SECTION

HT HIP TRUSS

HVAC HEATING, VENTILATION, AIR CONDITIONING

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INCL INCLUDE

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

J/BRG JOIST BEARING

JST JOIST

STRUCTURAL ABBREVIATIONS

JT JOINT

KB KNEE BRACE

KIP, K 1,000 POUNDS

KSI KIPS PER SQUARE INCH

L ANGLE OR LENGTH

LAB LABRATORY

LB POUND

LF LINEAL FOOT

LIN LINEAL, LINEAR

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONGIT LONGITUDINAL

LP LOW POINT

LSLT LONG SLOTTED HOLE

LTWT LIGHT WEIGHT

LVL LAMINATED VENEER LUMBER

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MC MISCELLANEOUS CHANNEL

MECH MECHANICAL

MEMB MEMBRANE

MEP MECHANICAL/ ELECTRICAL/ PLUMBING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MULT MULTIPLE

N/A NOT APPLICABLE

NDS NATIONAL DESIGN SPECIFICATION FOR WOOD

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OFD OVERFLOW DRAIN

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPPHD OPPOSITE HAND

ORIG ORIGINAL

OVS OVERSIZED HOLE

P PIER

PAF POWER-ACTUATED FASTENER

PC PIER CAP OR PRECAST

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PJP PARTIAL JOINT PENETRATION

PL PLATE

PLF POUNDS PER LINEAL FOOT

PLYWD PLYWOOD

PPT PRESSURE PRESERVATIVE TREATED

PREFAB PREFABRICATED

PREL PRELIMINARY

PREP PREPARATION, PREPARE

PROJ PROJECTION

PS PRESTRESSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSL PARALLEL STRAND LUMBER

R RADIUS

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCEMENT, REINFORCE

REQD REQUIRED

RO ROUGH OPENING

SCH SCHEDULE

SECT SECTION

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SL SLOPE

SL-DN SLOPE DOWN

SL-UP SLOPE UP

SOG SLAB-ON-GRADE

SPA SPACES, SPACE

SPECS SPECIFICATIONS

SPF SPRUCE-PINE-FIR

SQ SQUARE

SS STAINLESS STEEL

SSLT SHORT SLOTTED HOLE

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUC STRUCTURAL

SYM SYMMETRICAL

T & B TOP AND BOTTOM

T&G TONGUE & GROOVE

T/ TOP OF

TEMP TEMPERATURE

TF TRENCH FOOTING

THRU THROUGH

TPI TRUSS PLATE INSTITUTE

TRANS TRANSVERSE

TYP TYPICAL

UL UNDERWRITERS' LABORATORY INC.

UNO UNLESS NOTED OTHERWISE

UT ULTRA-SONIC TEST

VERT VERTICAL

W WIDE FLANGE

W/ WITH

W/O WITHOUT

WD WOOD

WF WALL FOOTING

WP WORK POINT

WTCA WOOD TRUSS COUNCIL OF AMERICA

WWF WELDED WIRE FABRIC

NOT TO SCALESI001

6 1 1/2" WIDE-RIB STEEL ROOF DECK

NOT TO SCALESI001

5 TYPICAL SMALL ROOF OPENING DETAIL

NOT TO SCALESI001

4 TYPICAL ROOF OPENING DETAIL

NOT TO SCALESI001

2 TYPICAL CONTINUOUS ROOF PERIMETER DETAIL

NOT TO SCALESI001

1 TYPICAL ROOF EDGE DETAILS

NOT TO SCALESI001

3 SNOW DRIFT LOAD MAP

STRUCTURAL SHEET INDEX

SHEET NUMBER SHEET NAME

SI001 BID DEDUCT - GENERAL STRUCTURAL NOTES, LOAD MAP, &

TYPICAL DETAILS

SF101 BID DEDUCT - LOW ROOF FRAMING DEMOLITION PLANS

SF102 BID DEDUCT - LOW ROOF FRAMING PLANS

SF901 BID DEDUCT - ISOMETRIC VIEWS

EX. STEEL COLUM

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL BEAM TO REMAIN

EX. STEEL BEAM TO REMAIN

D2.0

AREA B

AREA A

A R

E A

A

A R

E A

D

AREA C

AREA D

A R

E A

B

A R

E A

C

EX. STEEL BEAM TO REMAIN

EX. STEEL BEAM TO REMAIN

EX. STEEL BEAM TO REMAIN

(F V

/4

(F

V

1/

4" E

O D

F

V

3 1/2" EOD (FV) 4" EOD (FV)

(FV)

5' - 10 3/4"

(FV)

5' - 10 3/4"

(FV)

5' - 4"

(FV)

5' - 4"

(FV)

5' - 4"

(FV)

5' - 4"

EX. STEEL BEAM TO REMAIN

FD

E D CFGH

B A

21' - 8" 21' - 8" 21' - 8" 21' - 8" 21' - 8" 21' - 8" 21' - 8"

21' - 8" 21' - 8" 21' - 8" 21' - 8" 21' - 8" 21' - 8" 21' - 8"

OVERALL SCOPE OF WORK

33' - 8 5/8"

O V

E R

A

LL

S C

O P

E O

F W

O R

K

OVERALL SCOPE OF WORK

33' - 8 5/8"

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL BEAM TO REMAIN

D2.0

EX. STEEL BEAM TO REMAIN

AREA B

AREA A

A R

E A

A

A R

E A

D

AREA C

AREA D

A R

E A

B

A R

E A

C

EX. STEEL BEAM TO REMAIN

EX. STEEL BEAM TO REMAIN

EX. STEEL BEAM TO REMAIN

1/

4" E

O D

F

V

/4

(F V

(F

V

(F V

3 1/2" EOD (FV) 4" EOD (FV)

(FV)

5' - 10 3/4"

(FV)

5' - 10 3/4"

(FV)

5' - 4"

(FV)

5' - 4"

(FV)

5' - 4"

(FV)

5' - 4"

EX. STEEL BEAM TO REMAIN

EX. STEEL BEAM TO REMAIN

FD

E D CFGH

B A

21' - 8" 21' - 8" 21' - 8" 21' - 8" 21' - 8" 21' - 8" 21' - 8"

OVERALL SCOPE OF WORK

33' - 8 5/8"

OVERALL SCOPE OF WORK

33' - 8 5/8"

O V

E R

A

LL

S C

O P

E O

F W

O R

K

N

A

BC

D

A. ALL EXISTING BUILDING COMPONENTS SHOWN IN PLAN AND/OR SECTION

WERE DERIVED FROM EXISTING DRAWINGS AND A PREVIOUS ASSESSMENT

REPORT AND MUST BE FIELD VERIFIED. IF ANY DISCREPANCIES ARE

DISCOVERED BETWEEN INFORMATION SHOWN ON THE DRAWINGS AND

ACTUAL CONDITIONS, IMMEDIATELY CONTACT THE ARCHITECT AND/OR

ENGINEER FOR DIRECTION BEFORE PROCEEDING WITH THE WORK.

B. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH

ALL DISCIPLINES TO AVOID CONFLICTS. ARCHITECTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING ASPECTS ARE NOT IN THE SCOPE OF THESE

DRAWINGS. THEREFORE, ALL REQUIRED MATERIALS AND WORK MAY NOT

BE INDICATED.

C. DIMENSIONS SHOWN FOR BUILDING COMPONENTS ARE APPROXIMATE AND

INTENDED TO GIVE A GENERAL SCOPE OF WORK. COORDINATE

DEMOLITION WORK WITH DESIGN INTENT OF NEW CONSTRUCTION.

D. EXTENTS OF DEMOLITION, SIZES AND LOCATIONS OF ROOF OPENINGS,

AND ALL DIMENSIONS SHALL BE COORDINATED WITH THE ARCHITECTURAL

DRAWINGS AND VERIFIED IN THE FIELD. CONTRACTOR SHALL VERIFY ALL

DIMENSIONS PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY

ARCHITECT/ENGINEER OF ANY DISCREPANCIES.

ROOF FRAMING DEMOLITION GENERAL NOTESROOF FRAMING DEMOLITION LEGEND

AREA NOT IN CONTRACT

D2.0

EX. 2" GYPSUM ROOF PLANK,

INTERLOCKING STEEL CHANNELS, &

EOD ANGLES/PLATES TO BE REMOVED.

EX. ROOF OPENING FRAMING

TO BE REMOVED. EX. STEEL

SUPPORT BEAMS TO REMAIN.

FD

FLOOR DRAIN

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

A u to d e s k D o c s

/1

.6

.1

R e p la c e n d F lo o r R o o fs

B

/1

.6

.1

S v

.r v t

/2

/2

:3

:4

P

M

SF101

BID DEDUCT - LOW ROOF

FRAMING DEMOLITION PLANSGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE 2ND FLOOR ROOFS

B200

5000 5TH AVE, HINES, IL 60141

578-22-026

09/29/2025 ADK LKB

BID DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

SCALE: 3/32" = 1'-0"SF101

1 LOW ROOF FRAMING DEMOLITION PLAN - AREA A

SCALE: 3/32" = 1'-0"SF101

2 LOW ROOF FRAMING DEMOLITION PLAN - AREA B

NO SCALE

KEY PLAN

N N

SEE ARCHITECTURAL DRAWINGS FOR

SCOPE OF ARCHITECTURAL WORK

SEE ARCHITECTURAL DRAWINGS FOR

SCOPE OF ARCHITECTURAL WORK

A

BC

D

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL BEAM TO REMAIN

EX. STEEL BEAM TO REMAIN

EX. STEEL BEAM TO REMAIN

R1.5

AREA B

AREA A

A R

E A

A

A R

E A

D

AREA C

AREA D

A R

E A

B

A R

E A

C

EX. STEEL BEAM TO REMAIN

EX. STEEL BEAM TO REMAIN

EX. STEEL BEAM TO REMAIN

1/

4" E

O D

F

V

4" EOD (FV)3 1/2" EOD (FV)

(F V

/4

(F

V

(FV)

5' - 10 3/4"

(FV)

5' - 10 3/4"

(FV)

5' - 4"

(FV)

5' - 4"

(FV)

5' - 4"

(FV)

5' - 4"

FD

E D CFGH

B A

21' - 8" 21' - 8" 21' - 8" 21' - 8" 21' - 8" 21' - 8" 21' - 8"

21' - 8" 21' - 8" 21' - 8" 21' - 8" 21' - 8" 21' - 8" 21' - 8"

OVERALL SCOPE OF WORK

33' - 8 5/8"

O V

E R

A

LL

S C

O P

E O

F W

O R

K

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL COLUM

N

TO REM

AIN

EX. STEEL BEAM TO REMAIN

EX. STEEL BEAM TO REMAIN

EX. STEEL BEAM TO REMAIN

R1.5

AREA B

AREA A

A R

E A

A

A R

E A

D

AREA C

AREA D

A R

E A

B

A R

E A

C

EX. STEEL BEAM TO REMAIN

EX. STEEL BEAM TO REMAIN

EX. STEEL BEAM TO REMAIN

4" EOD (FV)3 1/2" EOD (FV)

1/

4" E

O D

F

V

/4

(F V

(F

V

(F V

(FV)

5' - 10 3/4"

(FV)

5' - 10 3/4"

(FV)

5' - 4"

(FV)

5' - 4"

(FV)

5' - 4"

(FV)

5' - 4"

EX. STEEL BEAM TO REMAIN

FD

E D CFGH

B A

21' - 8" 21' - 8" 21' - 8" 21' - 8" 21' - 8" 21' - 8" 21' - 8"

OVERALL SCOPE OF WORK

33' - 8 5/8"

O V

E R

A

LL

S C

O P

E O

F W

O R

K

A. ALL EXISTING BUILDING COMPONENTS SHOWN IN PLAN AND/OR SECTION

WERE DERIVED FROM EXISTING DRAWINGS AND A PREVIOUS ASSESSMENT

REPORT AND MUST BE FIELD VERIFIED. IF ANY DISCREPANCIES ARE

DISCOVERED BETWEEN INFORMATION SHOWN ON THE DRAWINGS AND

ACTUAL CONDITIONS, IMMEDIATELY CONTACT THE ARCHITECT AND/OR

ENGINEER FOR DIRECTION BEFORE PROCEEDING WITH THE WORK.

B. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH ALL

DISCIPLINES TO AVOID CONFLICTS. ARCHITECTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING ASPECTS ARE NOT IN THE SCOPE OF THESE

DRAWINGS. THEREFORE, ALL REQUIRED MATERIALS AND WORK MAY NOT

BE INDICATED.

C. DIMENSIONS SHOWN FOR NEW CONSTRUCTION ARE APPROXIMATE AND

ARE INTENDED TO GIVE A GENERAL SCOPE OF WORK. COORDINATE

DEMOLITION WORK WITH DESIGN INTENT OF NEW CONSTRUCTION.

D. EXTENTS OF NEW CONSTRUCTION, SIZES AND LOCATIONS OF ROOF

OPENINGS, AND ALL DIMENSIONS SHALL BE COORDINATED WITH THE

ARCHITECTURAL DRAWINGS AND VERIFIED IN THE FIELD. CONTRACTOR

SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND

IMMEDIATELY NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES.

ROOF FRAMING GENERAL NOTESROOF FRAMING LEGEND

AREA NOT IN CONTRACT

NEW 1 1/2", 18 GA. WIDE-RIB, GALVANIZED

STEEL ROOF DECK PER DETAIL 6/SI001 &

NEW EOD ANGLES/PLATES PER DETAILS

1 & 2/SI001.

R1.5

EX. ROOF OPENING W/ NEW STEEL

SUPPORT PER DETAILS 4 & 5/SI001

FD

FLOOR DRAIN

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

A u to d e s k D o c s

/1

.6

.1

R e p la c e n d F lo o r R o o fs

B

/1

.6

.1

S v

.r v t

/2

/2

:3

:4

P

M

SF102

BID DEDUCT - LOW ROOF

FRAMING PLANSGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE 2ND FLOOR ROOFS

B200

5000 5TH AVE, HINES, IL 60141

578-22-026

09/29/2025 ADK LKB

BID DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

NO SCALE

KEY PLAN

SCALE: 3/32" = 1'-0"SF102

1 LOW ROOF FRAMING PLAN - AREA A

SCALE: 3/32" = 1'-0"SF102

2 LOW ROOF FRAMING PLAN - AREA B

N N

SEE ARCHITECTURAL DRAWINGS FOR

SCOPE OF ARCHITECTURAL WORK

SEE ARCHITECTURAL DRAWINGS FOR

SCOPE OF ARCHITECTURAL WORK

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

A u to d e s k D o c s

/1

.6

.1

R e p la c e n d F lo o r R o o fs

B

/1

.6

.1

S v

.r v t

/2

/2

:3

:4

P

M

SF901

BID DEDUCT - ISOMETRIC VIEWS

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE 2ND FLOOR ROOFS

B200

5000 5TH AVE, HINES, IL 60141

578-22-026

09/29/2025 ADK LKB

BID DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

NOT TO SCALESF901

1 ISOMETRIC VIEW LOOKING NORTHWEST

NOT TO SCALESF901

2 ISOMETRIC VIEW LOOKING SOUTHWEST

UP

UP

UP

UP

UP

UP

UP

DN

UP

DN

UP

UP

UP

UP

N

A

BC

D

Q

P O N M L K J I

11111111

11 11 11 11

H G F E D C B A

T Y

P

TYP.

21' - 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

ARCHITECTURAL ROOF PLAN 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. ABANDONED VENTILATOR CURBS, AS

CONFIRMED BY COR, ARE TO BE REMOVED, INFILLED, AND REPAIRED TO

MATCH ADJACENT EXISTING.

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.

J. EXISTING ROOF IS OVERGROWN WITH WEEDS. REMOVE WEEDS ENTIRELY

FROM ALL ROOF AREAS WITHIN PROJECT SCOPE WHICH ARE EXISTING TO

REMAIN.

K. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING ROOF TILES AS

SHOWN ON PLANS.

L. LIGHTNING PROTECTION SHALL BE EXISTING TO REMAIN. WHERE

DISTURBED, CONTRACTOR SHALL RETURN SYSTEM TO PREVIOUS

CONDITION.

M. CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONSTRUCTION MATERIALS

WHICH HAVE BEEN ABANDONED ON THE ROOF.

1. REMOVE UNUSED STEEL SUPPORTS AND STRUCTURAL ELEMENTS TO

EXTENT TO MAINTAIN EXISTING WARRANY ON ROOF SYSTEM FOR

MECHANICAL UNITS WHICH ARE ABANDONED.

2. EXISTING ROOF TILES. SEE GENERAL NOTES FOR REMOVAL OF

VEGETATION AND ROOF TILE REPLACEMENT.

3. EXISTING EQUIPMENT AND ANY ASSOCIATED STRUCTURE / ACCESSORIES

TO REMAIN.

4. EXHAUST FAN TO BE REFLASHED.

5. REMOVE EXISTING WOOD STAIRS IN THEIR ENTIRETY. SEE NEW WORK FOR

REPLACEMENT OF STAIRS.

6. EXISTING ISOLATION EXHAUST FAN TO REMAIN.

7. REMOVE EXISTING LADDER AND PREP WALKWAY FOR NEW METAL STAIR.

8. REMOVE EXISTING METAL GUARDRAIL, PATCH AREAS OF EXISTING MOUNTS.

9. EXISTING LIGHTNING PROTECTION TO BE REMOVED AND REPLACED.

10. ROOFTOP EXHAUST FAN AND ANY ASSOCIATED STRUCTURE / ACCESSORIES

TO REMAIN.

11. EXISTING ROOF DRAIN TO BE CLEANED OUT AND REPLACED WITH CAST

IRON DRAIN GUARDS.

12. PILES OF DEBRIS TO BE REMOVED OR UTILIZED.

13. ABANDONED PIPE INCLUDING VERTICAL SECTION TO BE REMOVED AND

CAPPED.

14. REPLACE ROOF DRAIN AND REPAIR ANY DAMAGED FLASHING.

15. REMOVE FRAME, REPLACE FLASHING ATOP CURB.

16. REPAIR FLASHING OF ROOFTOP UNIT AND REPAIR ANY DAMAGED ROOF

SYSTEM SURROUNDING UNIT.

17. REMOVE ABANDONED VENTILATOR CURB, INFILL OPENING AND PATCH

ROOF TO MATCH EXISTING.

18. SEAL AROUND EXISTING 2" CONDUIT AT ROOF DRAINAGE PLANE.

DEMOLITION GENERAL NOTES

DEMOLITION PLAN NOTES

REGION LEGEND

AREA NOT IN CONTRACT

AREA OF TILES TO BE

REMOVED/REPLACED

AREA OF ALTERNATE

DEDUCT 1, SEE NARRATIVE

SYMBOL LEGEND

PHOTO LOCATION AND

DIRECTION#

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

A u to d e s k D o c s

/1

.6

.1

R e p la c e n d F lo o r R o o fs

B

/1

.6

.1

A v

.r v t

/2

/2

:3

:5

A

M

AD101

ROOF DEMOLITION PLAN -

OVERALLGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE 2ND FLOOR ROOFS

B200

5000 5TH AVE, HINES, IL 60141

578-22-026

9/29/2025 ES NL

BID DOCUMENTS

FULLY SPRINKLERED

NO SCALE

KEY PLAN

N

SCALE: 1/16" = 1'-0"AD101

1 SECOND FLOOR ROOF PLAN - OVERALL

Revisions: Date:

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

ARCHITECTURAL ROOF PLAN 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. ABANDONED VENTILATOR CURBS, AS

CONFIRMED BY COR, ARE TO BE REMOVED, INFILLED, AND REPAIRED TO

MATCH ADJACENT EXISTING.

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.

J. EXISTING ROOF IS OVERGROWN WITH WEEDS. REMOVE WEEDS ENTIRELY

FROM ALL ROOF AREAS WITHIN PROJECT SCOPE WHICH ARE EXISTING TO

REMAIN.

K. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING ROOF TILES AS

SHOWN ON PLANS.

L. LIGHTNING PROTECTION SHALL BE EXISTING TO REMAIN. WHERE

DISTURBED, CONTRACTOR SHALL RETURN SYSTEM TO PREVIOUS

CONDITION.

M. CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONSTRUCTION MATERIALS

WHICH HAVE BEEN ABANDONED ON THE ROOF.

1. REMOVE UNUSED STEEL SUPPORTS AND STRUCTURAL ELEMENTS TO

EXTENT TO MAINTAIN EXISTING WARRANY ON ROOF SYSTEM FOR

MECHANICAL UNITS WHICH ARE ABANDONED.

2. EXISTING ROOF TILES. SEE GENERAL NOTES FOR REMOVAL OF

VEGETATION AND ROOF TILE REPLACEMENT.

3. EXISTING EQUIPMENT AND ANY ASSOCIATED STRUCTURE / ACCESSORIES

TO REMAIN.

4. EXHAUST FAN TO BE REFLASHED.

5. REMOVE EXISTING WOOD STAIRS IN THEIR ENTIRETY. SEE NEW WORK FOR

REPLACEMENT OF STAIRS.

6. EXISTING ISOLATION EXHAUST FAN TO REMAIN.

7. REMOVE EXISTING LADDER AND PREP WALKWAY FOR NEW METAL STAIR.

8. REMOVE EXISTING METAL GUARDRAIL, PATCH AREAS OF EXISTING MOUNTS.

9. EXISTING LIGHTNING PROTECTION TO BE REMOVED AND REPLACED.

10. ROOFTOP EXHAUST FAN AND ANY ASSOCIATED STRUCTURE / ACCESSORIES

TO REMAIN.

11. EXISTING ROOF DRAIN TO BE CLEANED OUT AND REPLACED WITH CAST

IRON DRAIN GUARDS.

12. PILES OF DEBRIS TO BE REMOVED OR UTILIZED.

13. ABANDONED PIPE INCLUDING VERTICAL SECTION TO BE REMOVED AND

CAPPED.

14. REPLACE ROOF DRAIN AND REPAIR ANY DAMAGED FLASHING.

15. REMOVE FRAME, REPLACE FLASHING ATOP CURB.

16. REPAIR FLASHING OF ROOFTOP UNIT AND REPAIR ANY DAMAGED ROOF

SYSTEM SURROUNDING UNIT.

17. REMOVE ABANDONED VENTILATOR CURB, INFILL OPENING AND PATCH

ROOF TO MATCH EXISTING.

18. SEAL AROUND EXISTING 2" CONDUIT AT ROOF DRAINAGE PLANE.

DEMOLITION GENERAL NOTES

DEMOLITION PLAN NOTES

REGION LEGEND

AREA NOT IN CONTRACT

AREA OF TILES TO BE

REMOVED/REPLACED

AREA OF ALTERNATE

DEDUCT 1, SEE NARRATIVE

SYMBOL LEGEND

PHOTO LOCATION AND

DIRECTION#

N

A

BC

D

/1 AD101B

A D

D

1111111111

33333

1515151515

1111111111

H G F E D C B A

1313131313

1818181818

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

A u to d e s k D o c s

/1

.6

.1

R e p la c e n d F lo o r R o o fs

B

/1

.6

.1

A v

.r v t

/2

/2

:3

:5

A

M

AD101A

ROOF DEMOLITION PLAN - AREA A

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE 2ND FLOOR ROOFS

B200

5000 5TH AVE, HINES, IL 60141

578-22-026

9/29/2025 ES NL

BID DOCUMENTS

FULLY SPRINKLERED

NO SCALE

KEY PLAN

N

SCALE: 3/32" = 1'-0"AD101A

1 CONCEPTUAL ROOF PLAN - AREA A

NO SCALE

AREA A PHOTOS

UP

DN

UP

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

ARCHITECTURAL ROOF PLAN 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. ABANDONED VENTILATOR CURBS, AS

CONFIRMED BY COR, ARE TO BE REMOVED, INFILLED, AND REPAIRED TO

MATCH ADJACENT EXISTING.

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.

J. EXISTING ROOF IS OVERGROWN WITH WEEDS. REMOVE WEEDS ENTIRELY

FROM ALL ROOF AREAS WITHIN PROJECT SCOPE WHICH ARE EXISTING TO

REMAIN.

K. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING ROOF TILES AS

SHOWN ON PLANS.

L. LIGHTNING PROTECTION SHALL BE EXISTING TO REMAIN. WHERE

DISTURBED, CONTRACTOR SHALL RETURN SYSTEM TO PREVIOUS

CONDITION.

M. CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONSTRUCTION MATERIALS

WHICH HAVE BEEN ABANDONED ON THE ROOF.

1. REMOVE UNUSED STEEL SUPPORTS AND STRUCTURAL ELEMENTS TO

EXTENT TO MAINTAIN EXISTING WARRANY ON ROOF SYSTEM FOR

MECHANICAL UNITS WHICH ARE ABANDONED.

2. EXISTING ROOF TILES. SEE GENERAL NOTES FOR REMOVAL OF

VEGETATION AND ROOF TILE REPLACEMENT.

3. EXISTING EQUIPMENT AND ANY ASSOCIATED STRUCTURE / ACCESSORIES

TO REMAIN.

4. EXHAUST FAN TO BE REFLASHED.

5. REMOVE EXISTING WOOD STAIRS IN THEIR ENTIRETY. SEE NEW WORK FOR

REPLACEMENT OF STAIRS.

6. EXISTING ISOLATION EXHAUST FAN TO REMAIN.

7. REMOVE EXISTING LADDER AND PREP WALKWAY FOR NEW METAL STAIR.

8. REMOVE EXISTING METAL GUARDRAIL, PATCH AREAS OF EXISTING MOUNTS.

9. EXISTING LIGHTNING PROTECTION TO BE REMOVED AND REPLACED.

10. ROOFTOP EXHAUST FAN AND ANY ASSOCIATED STRUCTURE / ACCESSORIES

TO REMAIN.

11. EXISTING ROOF DRAIN TO BE CLEANED OUT AND REPLACED WITH CAST

IRON DRAIN GUARDS.

12. PILES OF DEBRIS TO BE REMOVED OR UTILIZED.

13. ABANDONED PIPE INCLUDING VERTICAL SECTION TO BE REMOVED AND

CAPPED.

14. REPLACE ROOF DRAIN AND REPAIR ANY DAMAGED FLASHING.

15. REMOVE FRAME, REPLACE FLASHING ATOP CURB.

16. REPAIR FLASHING OF ROOFTOP UNIT AND REPAIR ANY DAMAGED ROOF

SYSTEM SURROUNDING UNIT.

17. REMOVE ABANDONED VENTILATOR CURB, INFILL OPENING AND PATCH

ROOF TO MATCH EXISTING.

18. SEAL AROUND EXISTING 2" CONDUIT AT ROOF DRAINAGE PLANE.

DEMOLITION GENERAL NOTES

DEMOLITION PLAN NOTES

REGION LEGEND

AREA NOT IN CONTRACT

AREA OF TILES TO BE

REMOVED/REPLACED

AREA OF ALTERNATE

DEDUCT 1, SEE NARRATIVE

SYMBOL LEGEND

PHOTO LOCATION AND

DIRECTION#

N

A

BC

D

/1 AD101A

A D

C

AE502

11 11

11 11

11 11

11 11

11 11

1212121212

1212121212

H G F E D C B A

1414141414

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

A u to d e s k D o c s

/1

.6

.1

R e p la c e n d F lo o r R o o fs

B

/1

.6

.1

A v

.r v t

/2

/2

:3

:0

A

M

AD101B

ROOF DEMOLITION PLAN - AREA

BGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE 2ND FLOOR ROOFS

B200

5000 5TH AVE, HINES, IL 60141

578-22-026

9/29/2025 ES NL

BID DOCUMENTS

FULLY SPRINKLERED

NO SCALE

KEY PLAN

N

SCALE: 3/32" = 1'-0"AD101B

1 CONCEPTUAL ROOF PLAN - AREA B

SCALE: 12" = 1'-0"

AREA B PHOTOS

UP

UP

UP

UP

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

ARCHITECTURAL ROOF PLAN 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. ABANDONED VENTILATOR CURBS, AS

CONFIRMED BY COR, ARE TO BE REMOVED, INFILLED, AND REPAIRED TO

MATCH ADJACENT EXISTING.

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.

J. EXISTING ROOF IS OVERGROWN WITH WEEDS. REMOVE WEEDS ENTIRELY

FROM ALL ROOF AREAS WITHIN PROJECT SCOPE WHICH ARE EXISTING TO

REMAIN.

K. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING ROOF TILES AS

SHOWN ON PLANS.

L. LIGHTNING PROTECTION SHALL BE EXISTING TO REMAIN. WHERE

DISTURBED, CONTRACTOR SHALL RETURN SYSTEM TO PREVIOUS

CONDITION.

M. CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONSTRUCTION MATERIALS

WHICH HAVE BEEN ABANDONED ON THE ROOF.

1. REMOVE UNUSED STEEL SUPPORTS AND STRUCTURAL ELEMENTS TO

EXTENT TO MAINTAIN EXISTING WARRANY ON ROOF SYSTEM FOR

MECHANICAL UNITS WHICH ARE ABANDONED.

2. EXISTING ROOF TILES. SEE GENERAL NOTES FOR REMOVAL OF

VEGETATION AND ROOF TILE REPLACEMENT.

3. EXISTING EQUIPMENT AND ANY ASSOCIATED STRUCTURE / ACCESSORIES

TO REMAIN.

4. EXHAUST FAN TO BE REFLASHED.

5. REMOVE EXISTING WOOD STAIRS IN THEIR ENTIRETY. SEE NEW WORK FOR

REPLACEMENT OF STAIRS.

6. EXISTING ISOLATION EXHAUST FAN TO REMAIN.

7. REMOVE EXISTING LADDER AND PREP WALKWAY FOR NEW METAL STAIR.

8. REMOVE EXISTING METAL GUARDRAIL, PATCH AREAS OF EXISTING MOUNTS.

9. EXISTING LIGHTNING PROTECTION TO BE REMOVED AND REPLACED.

10. ROOFTOP EXHAUST FAN AND ANY ASSOCIATED STRUCTURE / ACCESSORIES

TO REMAIN.

11. EXISTING ROOF DRAIN TO BE CLEANED OUT AND REPLACED WITH CAST

IRON DRAIN GUARDS.

12. PILES OF DEBRIS TO BE REMOVED OR UTILIZED.

13. ABANDONED PIPE INCLUDING VERTICAL SECTION TO BE REMOVED AND

CAPPED.

14. REPLACE ROOF DRAIN AND REPAIR ANY DAMAGED FLASHING.

15. REMOVE FRAME, REPLACE FLASHING ATOP CURB.

16. REPAIR FLASHING OF ROOFTOP UNIT AND REPAIR ANY DAMAGED ROOF

SYSTEM SURROUNDING UNIT.

17. REMOVE ABANDONED VENTILATOR CURB, INFILL OPENING AND PATCH

ROOF TO MATCH EXISTING.

18. SEAL AROUND EXISTING 2" CONDUIT AT ROOF DRAINAGE PLANE.

DEMOLITION GENERAL NOTES

DEMOLITION PLAN NOTES

REGION LEGEND

AREA NOT IN CONTRACT

AREA OF TILES TO BE

REMOVED/REPLACED

AREA OF ALTERNATE

DEDUCT 1, SEE NARRATIVE

SYMBOL LEGEND

PHOTO LOCATION AND

DIRECTION#

N

A

BC

D

Q

P O N M L K J I

A D

B

/1 AD101D

11 11 11

11 11 11

11 11 11

11 11 11

11 11 11

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

A u to d e s k D o c s

/1

.6

.1

R e p la c e n d F lo o r R o o…