Final Drawings 15 Aug 2023 (1 of 2) (26 pages).pdf

LOCATION MAP

PROJECT LOCATIONS

HIGHLIGHTED WITH SOLID FILL

ST CLOUD VA HEALTH CARE SYSTEM

4801 VETERANS DRIVE

ST CLOUD, MN 56303

NORTH

VICINITY MAP

PROJECT VICINITY

NORTH

ABBREVIATIONS

PROJ(D)

PLBG

PLYWD

PREFIN

RAD(R)

RESIL

REINF

REQ'D

SECT

SHWR

SPECS

REFRIG

GALVANIZEDGALVBMRK BENCHMARK

CONCRETE

MASONRY UNIT

CEILINGCLG

CLR

CMU

COL

CLO

CLEAR/CLEARANCE

COLUMN

CLOSET

CAB

CJ

CC

CB

BW

CL

BOC

BRZ

BRK

BO

BRG

BUR

BTM

BS

BUILT-UP ROOF

CENTER TO CENTER

CHALKBOARD

BOTTOM OF WALL

CENTER LINE

CONTROL JOINT/

CONSTRUCTION JOINT

CABINET

BACK OF CURB

BOTH SIDES

BOTTOM OF

BRONZE

BRICK

BEARING

BOTTOM

FOUNDATION

FLOOR DRAIN

FIRE EXTINGUISHER

FIRE

EXTINGUISHER

CABINET

FE

FEC

FDN

FD

EAST

EACH

EQUIPMENT

EXPOSED

EACH WAY

EXISTING

ELECTRICAL

EXTERIOR INSULATION

FINISH SYSTEM

ELEVATION/ELEVATOR

EXPANSION JOINT

EXISTING GRADE

ELECTRICAL CONTRACTOR

EXTERIOR

ETHYLENE PROPYLENE

DIENE TERPOLYMER

ELEV

EQUIP

EW

EPDM

EXP

EXIST

EXT

E

EA

EC

EG

EIFS

EJ

ELEC

INSULATION

INTERIOR

INSIDE DIAMETER

INSUL

IN(")

INT

ID

INCH

GRAB BAR

GENERAL CONTRACTOR

GYPSUM

GLASS/GLAZING

HOLLOW METAL

HIGH PRESSURE

DECORATIVE LAMINATE

HORIZONTAL

HARDWARE

HARDWOOD

HOSE BIB

HOT WATER

HEATING, VENTILATING

& AIR CONDITIONING

HDWR

HM

HORZ

HT

HPDL

HVAC

HW

HEIGHT

GB

GL

GRD

GYP

GC

HDWD

HB

GRADE

PART

PLAS

OVHD

PARTITION

PLASTER

OVERHEAD

SRT

SS

SQ

MISCELANEOUS

MASONRY OPENING

NOT IN CONTRACT

NOT APPLICABLE

OUTSIDE DIAMETER

NUMBERNO(#)

NTS

OC

OA

NOM

OFF

OPNG

OD

ON CENTER

OVERALL

NOMINAL

NOT TO SCALE

OFFICE

OPENING

MISC

N

MO

MULL

MTL

NIC

NA

NORTH

MULLION

METAL

SHT

SF

SB

SND

SIM

S

RM

ROW

RO

SAT

SAN

ARCHITECT/

ARCHITECTURAL

AB ANCHOR BOLT

APPROX

BLDG

BD

ARCH

BM

BLK

ADJ

AFF

AC

ACCU

ALUM

ANOD

ALT

APPROXIMATE

BLOCK/BLOCKING

AT

BOARD

BEAM

BUILDING

AIR COOLED

CONDENSING UNIT

ABOVE FINISHED FLOOR

ADJUSTABLE

ALTERNATE

ANODIZED

ACOUSTICAL

ALUMINUM

A/C AIR CONDITIONING

PLUS OR MINUS

CONSTRUCTIONCONST

COURSE

CERAMIC TILE

CONTINUOUS

CARPET

CORRIDOR

DIAMETER

DOOR

DOWN

DITTO

DIMENSION

DOUBLE

DRINKING FOUNTAIN

DETAIL

DRAWING

DOWNSPOUT

DIA

DR

DS

DN

DO

DIM

DTL

DWG

CRS

CT

CONT

CORR

CPT

DBL

DF

CONFERENCE

CONCRETE

CONF

CONC

FINISHFIN

FLUORESENT

FLOW LINE

FOLDING

FIELD VERIFY

FURNACE

FOOTING

FIRE RETARDANT

FOOT SCRAPER

FIBERGLASS

REINFORCED PLASTIC

FV

FT(')

FURR

FURN

FTG

G

GA

FOOT

FURRING

GAS

GUAGE

FRP

FLR

FLDG

FL

FRT

FS

FLUOR

FLOOR

FINISH GRADE

FINISH FLOOR

FG

FF

JOISTJST

LOW VOLUMN CHANGE

MASONRYMAS

MANUF

MATL

MAX

MECH

MEMB

MH

MIN

MIRR

MANUFACTURER

MATERIAL

MECHANICAL

MEMBRANE

MAXIMUM

MINIMUM

MANHOLE

MIRROR

LDR

LF

LAV

LAM

LVC

LOCN

LINEAL FEET

LADDER

LAVATORY

LAMINATE

LOCATION

REF

R

RAG

RD

PT

PR

QT

PTD

JT

JAN JANITOR

JOINT

PL

UNDER CABINET LIGHTREQUIRED

PHYSICAL THERAPY

RESPIRATORY THERAPY

SURGICAL INTENSIVE CARE UNIT

STUDDED RUBBER TILE

STAINLESS STEEL

SQUARE

SPECIFICATIONS

YD

SUSPENDED

ACOUSTICAL TILE

SIMILAR

SANITARY NAPKIN

DISPENSER

SECTION

SHOWER

SHEET

SQUARE FEET

SPLASH BLOCK

RESILIENT

SOUTH

SANITARY

RIGHT OF WAY

ROUGH OPENING

ROOM

WD

WNDW

WH

WNSCT

WC

WT

WWF

WP

VCT

VWC

VEST

VERT

W

W/

W/O

YARD

WATERPROOFING

/WATERPROOF

WELDED WIRE FABRIC

WATER HEATER

WATER CLOSET

WINDOW

WOOD

WAINSCOT

WEIGHT

VINYL COMPOSITION TILE

VINYL WALL COVERING

VERTICAL

VESTIBULE

WEST

WITH

WITH OUT

RT

SICU

CENTRAL STERILE

LONG TERM CARE

INTENSIVE CARE UNIT

OCCUPATIONAL THERAPY

MAGNETIC RESONANCE IMAGING

POST ANESTHETIC CARE UNIT

MEDICAL INTENSIVE CARE UNIT

LABOR-DELIVERY-RECOVERY-POST PARTUM

OPERATING ROOM

FOR MEDICAL

FACILITIES ONLY

EMERGENCY ROOM

COMPUTED TOMOGRAPHY

STORPLUMBING

PROJECT/(PROJECTED)

REFER/REFERENCE

ROOF DRAIN

RADIUS

RETURN AIR GRILLE

REINFORCING

REFRIGERATOR

RISER

PRESSURE TREATED

PAINTED

QUARRY TILE

PLYWOOD

PREFINISHED

PAIR

TLT

TV

TW

TOC

TPH

TO

TYP

UCL

T&B

T

SUSP

STRUCT

TEL

TB

T&G

PLATE/PLASTIC/

PROPERTY LINE STL

STD

STORAGE

TOILET PAPER HOLDER

TOP OF CURB

TOILET

TELEVISION

TOP OF

TYPICAL

TOP OF WALL

TONGUE & GROOVE

TOP & BOTTOM

STRUCTURE/STRUCTURAL

TREAD

TELEPHONE

TACKBOARD

SUSPENDED

ICU

OR

LDRP

MRI

MICU

LTC

PT

PACU

OT

CS

CT

ER

STEEL

STANDARD

CUT STONE

STEEL

PLYWOOD

FINISH WOOD

CONT WD FRAMING

WOOD BLOCKING

MATERIAL SYMBOLS

LVC FILL

GRANULAR FILL

CONCRETE MASONRY

FACE BRICK

CONCRETE

EARTH

EXISTING CONSTRUCTION

ASPHALT

GLASS

RIGID OR TAPERED

INSULATION, EIFS

BATT INSULATION

GYPSUM BOARD

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 OF RECORD

A/E:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

REPAIR ROOF SYSTEMS

SAINT CLOUD, MN

MULTIPLE

APRIL 28, 2020

VA# 656-19-314

STONE GROUP ARCHITECTS, INC.

1001 TWELVE OAKS CENTER DRIVE,

SUITE 1025

WAYZATA, MN 55391

952.476.5850

C

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A R e v it L o c a l\

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Y .r v t

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:4

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A

M

GI001

COVER SHEET

JESSE KLANKOWSKI

REPAIR ROOF SYSTEMS

FINAL CONSTRUCTION DOCUMENTS

APRIL 28, 2020

4801 VETERANS DRIVE, ST CLOUD MN 56303

VA# 656-19-314

BUILDING 1, 2, 30, 37, 48, 50, 51, 69, 95 & 100

ST CLOUD VA HEALTH CARE SYSTEM

SHEET LIST

GI001 COVER SHEET

GI002 SITE & STAGING PLAN

GI003 SITE SAFETY PLAN - BUILDING 1

GI004 SITE SAFETY PLAN - BUILDING 2

GI005 SITE SAFETY PLAN - BUILDING 48

GI006 SITE SAFETY PLAN - BUILDING 50

GI007 SITE SAFETY PLAN - BUILDING 51

GI008 SITE SAFETY PLAN - BUILDINGS 30, 37, 69 & 95

GI009 SITE SAFETY PLAN - BUILDING 100, SECTIONS & DETAILS

AD101 ROOF DEMOLITION PLAN - BUILDING 1

AD102 ROOF DEMOLITION PLAN - BUILDING 2

AD103 ROOF DEMOLITION PLAN - BUILDING 48

AD104 ROOF DEMOLITION PLAN - BUILDING 50

AD105 ROOF DEMOLITION PLAN - BUILDING 51

AD106 ROOF DEMOLITION PLAN - BUILDING 95

AD107 ROOF DEMOLITION PLAN - BUILDINGS 30, 37, 69 & 100

AE101 ROOF PLAN - BUILDING 1

AE102 ROOF PLAN - BUILDING 2

AE103 ROOF PLAN - BUILDING 48

AE104 ROOF PLAN - BUILDING 50

AE105 ROOF PLAN - BUILDING 51

AE106 ROOF PLAN & SECTIONS - BUILDING 95

AE107 ROOF PLAN - BUILDINGS 30, 37, 69 & 100

AE201 TYPICAL SECTIONS & DETAILS

AE202 DETAILS

AE203 DETAILS

AE204 EXISTING CONDITIONS IMAGES

Revision# Description Date:

Jesse Bell Snapshot

CCC

D

BLDG

BLDG 37 BLDG 69

BLDG 30

BLDG 48

BLDG

BLDG

BLDG 95

BLDG

BLDG

BLDG 1

ANNEX

GI009

GI008

GI005

GI006

GI007

GI008

GI003

GI004

CONTRACTOR WILL BE ALLOWED A 40'X40'X7'H

FENCED IN STAGING AND PARKING AREA PLUS

SPACE FOR ONE SEMI TRAILER

'-0

40'-0"

ALL VEHICLES, EQUIPMENT & MATERIALS

TO BE KEPT INSIDE FENCED AREA

CONTRACTOR TO PROVIDE AND

MAINTAIN PORTAL POTTY SYSTEM

CONTRACTOR TO PROVIDE POWER SOURCE, I.E. GENERATOR,

AS REQUIRED FOR ALL STORAGE & WORK AREAS

CONTRACTOR PARKING &

STAGING AREA

DESIGNATED CONTRACTOR

ROADWAY FOR POWERED

VEHICLES/EQUIPMENT -

ACCESS FOR ALL BUILDINGS

DESIGNATED CONTRACTOR

ROADWAY FOR POWERED

VEHICLES/EQUIPMENT- ACCESS

FOR BUILDINGS 30, 37, 69, 48, 95 & 100

DESIGNATED CONTRACTOR

ROADWAY FOR POWERED

VEHICLES/EQUIPMENT- ACCESS

FOR BUILDINGS 1, 2, 50 & 51

DESIGNATED CONTRACTOR

ROADWAY FOR POWERED

VEHICLES/EQUIPMENT- ACCESS

FOR BUILDING 2

DESIGNATED CONTRACTOR

ROADWAY FOR POWERED

VEHICLES/EQUIPMENT- ACCESS

FOR BUILDING 1 EAST

DESIGNATED CONTRACTOR

ROADWAY FOR POWERED

VEHICLES/EQUIPMENT- ACCESS

FOR BUILDING 1 ENTRY CANOPY

DESIGNATED CONTRACTOR

ROADWAY FOR POWERED

VEHICLES/EQUIPMENT- ACCESS

FOR BUILDING 1 WEST

DESIGNATED CONTRACTOR

ROADWAY FOR POWERED

VEHICLES/EQUIPMENT- ACCESS

FOR BUILDING 51

DESIGNATED CONTRACTOR

ROADWAY FOR POWERED

VEHICLES/EQUIPMENT- ACCESS

FOR BUILDING 50

DESIGNATED CONTRACTOR

ROADWAY FOR POWERED

VEHICLES/EQUIPMENT- ACCESS

FOR BUILDING 95

DESIGNATED CONTRACTOR

ROADWAY FOR POWERED

VEHICLES/EQUIPMENT- ACCESS

FOR BUILDINGS 30, 37, 69, 48 & 100

DESIGNATED CONTRACTOR

ROADWAY FOR POWERED

VEHICLES/EQUIPMENT- ACCESS

FOR BUILDING 100

DESIGNATED CONTRACTOR

ROADWAY FOR POWERED

VEHICLES/EQUIPMENT- ACCESS

FOR BUILDINGS 30, 37 & 69

DESIGNATED CONTRACTOR

ROADWAY FOR POWERED

VEHICLES/EQUIPMENT- ACCESS

FOR BUILDING 48

DIVERSION RIDGE REQUIRED

WHERE GRADE EXCEEDS 2%

EXISTING PAVED ROADWAY

FILTER FABRIC FOR STABILIZATION

2% OR GREATER

SEDIMENT BARRIER (STRAW

BALE TYPE SHOWN)

DIVERSION RIDGE REQUIRED

WHERE GRADE EXCEEDS 2%

NOTE: USE SANDBAGS, STRAW

BALES OR OTHER APPROVED

METHODS TO CHANNELIZE RUNOFF

TO BASIN AS REQUIRED.

2"-3" COURSE

AGGREGATE MIN.

6" THICK.

E X

IS

T

IN

G

P A

V E

D

R O

A D

W A

Y

50'-0" MIN.

20' R

20' R

SPILLWAY

FLO

W

FLO

W

SUPPLY WATER

TO WASH WHEELS

NOTE:

1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING

OF SEDIMENT ONTO PAVED ROADWAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND /OR

CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.

2. WHEN NECESARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PAVED ROADWAYS.

3. LAYDOWN AREA & ACCESS ROAD TO BE RESTORED BACK TO ORIGINAL CONDITION ONCE

CONSTRUCTION IS COMPLETE. REMOVE ALL CRUSHED STONE AND GRAVEL, GRADE AS REQUIRED

TO RETURN AREA TO ORIGINAL CONDITION, RESTORE WALKING PATH AND RESEED DISTURBED

AREA WITH GRASS TO MATCH EXISTING.

SECTION A

A A

SITE & STAGING PLAN NOTES:

1. GC TO COORDINATE FINAL LAYDOWN AREA SIZE AND LOCATION WITH COR.

2. TREE/LANDSCAPE REMOVAL IN LAYDOWN AREA IS NOT PERMITTED.

3. LAYDOWN AREA TO BE FULLY GRAVELED TO PREVENT VEHICLE TRACKING OF MUD & DIRT.

4. ACCESS ROAD FROM PAVED ROAD TO LAYDOWN AREA TO BE CRUSHED STONE TO PREVENT VEHICLE TRACKING

OF MUD & DIRT. SEE DETAIL ON GI002.

5. LAYDOWN AREA TO BE COMPLETELY SCREENED WITH PRIVACY SLAT FENCE TO A MIN HEIGHT OF 6'-0".

6. (1) 40' CONEX BOX IS ALLOWED IN LAYDOWN AREA.

7. LAYDOWN AREA & ACCESS ROAD TO BE RESTORED BACK TO ORIGINAL CONDITION ONCE CONSTRUCTION IS COMPLETE. REMOVE ALL CRUSHED STONE AND GRAVEL, GRADE AS REQUIRED TO RETURN AREA TO ORIGINAL

CONDITION, RESEED DISTURBED AREA WITH GRASS TO MATCH EXISTING.

8. SUGGESTED PARKING AREAS SHOWN FOR REFERENCE ONLY, FINAL PARKING COORDINATION TO BE DETERMINED

BY COR AND DISCUSSED AT PRE-CONSTRUCTION MEETING.

9. GC TO COORDINATE FINAL JOB SITE TRAILER & GC PARKING LOCATIONS WITH COR.

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

PhaseARCHITECT / ENGINEER A/E Seal:

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

STONE GROUP ARCHITECTS, INC.

1001 TWELVE OAKS CENTER DRIVE, SUITE 1025

WAYZATA, MN 55391

952-476-5850

P.O.C.: JESSE KLANKOWSKI

C

S G

A R e v it L o c a l\

-1

-3

S t C lo u d

R e p a ir R o o f S y s te m s R je s s e b D

Q

Y .r v t

/2

/2

:4

:0

A

M

GI002

SITE & STAGING PLAN REPAIR ROOF SYSTEMS

SAINT CLOUD, MN

MULTIPLE

APRIL 28, 2020 Checker Author

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

VA #656-19-314

NORTH

1" = 80'-0"

SITE & STAGING PLAN

1" = 2'-0"

LAYDOWN AREA ACCESS ROAD

Revision# Description Date:

CCC

SAFETY PLAN NOTES:

1. ALL EXITS & ENTRIES MUST BE KEPT USABLE DURING CONSTRUCTION, CONSTRUCTION TUNNELS ARE TO BE CONSTRUCTED AT THESE LOCATIONS AND EXTEND AWAY FROM THE BUILDING TO THE CONSTRUCTION BOUNDARY

FENCING.

2. ALL MECHANICAL EQUIPMENT AND LANDSCAPING IS TO BE PROTECTED FROM FALLING DEBRIS AND DUST.

PROTECTION COULD INCLUDE BUT IS NOT LIMITED TO TEMPORARY FRAMED STRUCTURES AND ROOF NETS.

CONTRACTOR IS RESPONSIBLE FOR CREATING AND SUBMITTING TO COR FOR APPROVAL THE FINAL SITE SAFETY

PLAN PRIOR TO ANY DEMOLITION WORK.

3. CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE BUILDING AND IT'S DAILY OPERATIONS FROM WATER INTRUSION. PRIOR TO BEGINNING EACH PHASE, CONTRACTOR IS TO COORDINATE WITH COR THE AMOUNT OF DEMOLITION ALLOWED AT THAT TIME BASED ON LOCAL WEATHER REPORTS AND THE ESTIMATED TIME TO COMPLETE WORK WITHIN THAT PHASE. COVERAGE WITH WATER PROOF FABRICS OF EXPOSED ROOF AREAS DUE TO DEMOLITION SHALL BE COORDINATED DAILY WITH COR. SEE SPEC. SECTION 07 01 50.19 PREPARATION FOR RE-

ROOFING.

4. CONTRACTOR MAY BE ASKED FREQUENTLY TO MOVE THEIR DEBRIS VEHICLES IN ORDER TO ACCOMMODATE THE

DAILY OPERATIONS OF THE FACILITY.

5. DUMPSTERS MUST ALWAYS BE COVERED WITH CANVAS OR SIMILAR COVER AND REMAIN INSIDE A FENCED AREA.

6. ALL TOOLS, EQUIPMENT AND MATERIALS USED DAILY SHALL BE RETURNED TO THE STAGING AREA AT THE END OF

THE WORK SHIFT AND BE SECURED IN A GANG BOX OR SECURED STORAGE DEVICE WITHIN THE STAGING AREA.

7. EQUIPMENT ENGINES SHALL NOT BE LEFT ON IDOL TO AVOID EXHAUST FUMES FROM ENTERING THE BUILDINGS AND

SURROUNDING AREAS.

8. A SCRUBBER KIT SHALL BE USED ON ALL POWER EQUIPMENT.

9. CONTRACTOR IS ALLOW FOUR WEEKS TO COMPLETE A BUILDING AND WILL NOT BE ALLOWED TO BEGIN WORK ON

ANOTHER BUILDING UNTIL THE CURRENT ONE IS COMPLETED. IF THE CONTRACTOR HAS TWO CREWS ON SITE THEY

MAY WORK, AT THE COR'S DISCRESSION, ON TWO BUILDINGS SIMULTANEOUSLY.

10. AT THE COMPLETION OF WORK AT ROOFS WITH ATTICS BELOW, THE CONTRACTOR IS TO CLEAN THE ATTIC AND

REPAIR ANY DAMAGE DONE DURING THE REROOF.

11. AT THE COMPLETION OF WORK AT EACH ROOF SECTION, ALL DEBRIS MUST BE REMOVED FROM THE SITE, SCAFFOLDING, CONSTRUCTION BARRIERS/FENCING AND OVERHEAD PROTECTION REMOVED. ANY LANDSCAPE REPAIRS/REGRADING AND RESEEDING TO BE COMPLETED BEFORE BEGINNING WORK ON NEW ROOF AREA.

NOT IN CONTRACT (N.I.C.)

SCOPE OF WORK

BAMBOO GROUND PROTECTION MAT

BLDG

OVERHEAD PROTECTION @

MECHANICAL UNITS, TYP.

CRUSHED ROCK

GRASS

SCAFFOLDING

CONSTRUCTION FENCING

CONCRETE DRIVE

PROTECT EXHAUST DUCTS @

EXTERIOR WALL FROM DAMAGE

GRASS

OVERHEAD PROTECTION @

MECHANICAL UNIT, TYP.

LOWER LEVEL EXIT

OVERHEAD PROTECTION FOR

LOWER LEVEL EXITS

SCAFFOLDING W/OVERHEAD

PROTECTION @ WALKWAYS, TYP.

OVERHEAD PROTECTION

@ WALKWAYS, TYP.

CRUSHED ROCK

CONSTRUCTION FENCING

BLDG 1 ANNEX

SCAFFOLDING

CONSTRUCTION FENCING

SCAFFOLDING

CONSTRUCTION FENCING

TEMPORARY BUS STOP (REQUIRED ONLY

DURING FRONT ENTRY/CANOPY WORK)

CONSTRUCTION FENCING OVERHEAD PROTECTION

TO TEMPORARY BUS STOP

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALKSIDEWALK

GI009

GI009

D U

M P

S T

E R

SCAFFOLDING W/OVERHEAD

PROTECTION

WORK AT FRONT ENTRY/CANOPY TO

COMMENCE ON A THURSDAY NIGHT

AT 5PM AND MUST BE COMPLETED

BY 6AM THE FOLLOWING MONDAY.

FRONT ENTRY TO BUILDING 1 MUST

REMAIN OPEN AT ALL TIMES DURING

THIS CONSTRUCTION PERIOD.

CONTRACTOR TO USE DUMP TRUCK OR PICKUP

TRUCK FOR WASTE REMOVEL AT FRONT ENTRY

/CANOPY IN LIEU OF DUMPSTER

AMBULANCE

GARAGE

SCAFFOLDING

CONSTRUCTION FENCING

A M

B U

LA

N

C E

D R

IV

E

, K E

E P

C

LE

A R

O F

O B

S T

R U

C T

IO

N

S A

T A

LL

T

IM

E

S

CONSTRUCTION FENCING

BAMBOO GROUND PROTECTION MAT TO BE

PROVIDED AT ALL NONHARD SURFACE VEHICLE

TRAFFIC AREAS AND DUMPSTER LOCATIONS

NO MOTORIZED CONSTUCTION TRAFFIC IN THIS AREA

ASPHALT DRIVEWAY

BAMBOO GROUND PROTECTION MAT TO BE

PROVIDED AT ALL NONHARD SURFACE VEHICLE

TRAFFIC AREAS AND DUMPSTER LOCATIONS

BAMBOO GROUND PROTECTION MAT TO BE

PROVIDED AT ALL NONHARD SURFACE VEHICLE

TRAFFIC AREAS AND DUMPSTER LOCATIONS

CONTRACTOR TO USE DUMP TRUCK OR

PICKUP TRUCK FOR WASTE REMOVEL

ON WEST SIDE IN LIEU OF DUMPSTER

PUBLIC USE OF SIDEWALKS TO BE

MAINTAINED DURING CONSTRUCTION

PUBLIC USE OF SIDEWALKS TO BE MAINTAINED

AT ALL TIMES DURING CONSTRUCTION

EXISTING CHAIN

LINK FENCE

MAINTAIN ACCESS TO SIAMESE FIRE CONNECTION

AND VISIBILITY TO SIGNAGE AT ALL TIMES

PROTECT WALL MOUNTED MECH.

UNIT FROM DAMAGE

CONTRACTOR TO USE DUMP TRUCK OR

PICKUP TRUCK FOR WASTE REMOVEL

ON EAST SIDE IN LIEU OF DUMPSTER

WORK IN THIS AREA TO BE COORDINATED

WITH CONSTRUCTION ADDITION PROJECT

BUSES TO USE

WEST LOT FOR

TURNAROUND

STOP

42'-0"

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

PhaseARCHITECT / ENGINEER A/E Seal:

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

STONE GROUP ARCHITECTS, INC.

1001 TWELVE OAKS CENTER DRIVE, SUITE 1025

WAYZATA, MN 55391

952-476-5850

P.O.C.: JESSE KLANKOWSKI

C

S G

A R e v it L o c a l\

-1

-3

S t C lo u d

R e p a ir R o o f S y s te m s R je s s e b D

Q

Y .r v t

/2

/2

:4

:0

A

M

GI003

SITE SAFETY PLAN - BUILDING 1 REPAIR ROOF SYSTEMS

SAINT CLOUD, MN

MULTIPLE

APRIL 28, 2020 Checker Author

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

VA #656-19-314

1" = 20'-0"

SAFETY PLAN - BUILDING 1

NORTH

Revision# Description Date:

1. ALL EXITS & ENTRIES MUST BE KEPT USABLE DURING CONSTRUCTION, CONSTRUCTION TUNNELS ARE TO BE CONSTRUCTED AT THESE LOCATIONS AND EXTEND AWAY FROM THE BUILDING TO THE CONSTRUCTION BOUNDARY

FENCING.

2. ALL MECHANICAL EQUIPMENT AND LANDSCAPING IS TO BE PROTECTED FROM FALLING DEBRIS AND DUST.

PROTECTION COULD INCLUDE BUT IS NOT LIMITED TO TEMPORARY FRAMED STRUCTURES AND ROOF NETS.

CONTRACTOR IS RESPONSIBLE FOR CREATING AND SUBMITTING TO COR FOR APPROVAL THE FINAL SITE SAFETY

PLAN PRIOR TO ANY DEMOLITION WORK.

3. CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE BUILDING AND IT'S DAILY OPERATIONS FROM WATER INTRUSION. PRIOR TO BEGINNING EACH PHASE, CONTRACTOR IS TO COORDINATE WITH COR THE AMOUNT OF DEMOLITION ALLOWED AT THAT TIME BASED ON LOCAL WEATHER REPORTS AND THE ESTIMATED TIME TO COMPLETE WORK WITHIN THAT PHASE. COVERAGE WITH WATER PROOF FABRICS OF EXPOSED ROOF AREAS DUE TO DEMOLITION SHALL BE COORDINATED DAILY WITH COR. SEE SPEC. SECTION 07 01 50.19 PREPARATION FOR RE-

ROOFING.

4. CONTRACTOR MAY BE ASKED FREQUENTLY TO MOVE THEIR DEBRIS VEHICLES IN ORDER TO ACCOMMODATE THE

DAILY OPERATIONS OF THE FACILITY.

5. DUMPSTERS MUST ALWAYS BE COVERED WITH CANVAS OR SIMILAR COVER AND REMAIN INSIDE A FENCED AREA.

6. ALL TOOLS, EQUIPMENT AND MATERIALS USED DAILY SHALL BE RETURNED TO THE STAGING AREA AT THE END OF

THE WORK SHIFT AND BE SECURED IN A GANG BOX OR SECURED STORAGE DEVICE WITHIN THE STAGING AREA.

7. EQUIPMENT ENGINES SHALL NOT BE LEFT ON IDOL TO AVOID EXHAUST FUMES FROM ENTERING THE BUILDINGS AND

SURROUNDING AREAS.

8. A SCRUBBER KIT SHALL BE USED ON ALL POWER EQUIPMENT.

9. CONTRACTOR IS ALLOW FOUR WEEKS TO COMPLETE A BUILDING AND WILL NOT BE ALLOWED TO BEGIN WORK ON

ANOTHER BUILDING UNTIL THE CURRENT ONE IS COMPLETED. IF THE CONTRACTOR HAS TWO CREWS ON SITE THEY

MAY WORK, AT THE COR'S DISCRESSION, ON TWO BUILDINGS SIMULTANEOUSLY.

10. AT THE COMPLETION OF WORK AT ROOFS WITH ATTICS BELOW, THE CONTRACTOR IS TO CLEAN THE ATTIC AND

REPAIR ANY DAMAGE DONE DURING THE REROOF.

11. AT THE COMPLETION OF WORK AT EACH ROOF SECTION, ALL DEBRIS MUST BE REMOVED FROM THE SITE, SCAFFOLDING, CONSTRUCTION BARRIERS/FENCING AND OVERHEAD PROTECTION REMOVED. ANY LANDSCAPE REPAIRS/REGRADING AND RESEEDING TO BE COMPLETED BEFORE BEGINNING WORK ON NEW ROOF AREA.

NOT IN CONTRACT (N.I.C.)

SCOPE OF WORK

BAMBOO GROUND PROTECTION MAT

BLDG

SCAFFOLDING

CONSTRUCTION FENCING

OVERHEAD PROTECTION

@ WALKWAYS, TYP.

SCAFFOLDING

CONSTRUCTION FENCING

SIDEWALK

S

ID

E W

A

LK

SIDEWALK

SID

EW

ALK

C O

N C

R E

T E

D R

IV

E

W A

Y

ASPHALT DRIVEWAY

GI009

D U

M P

S T

E R

A M

B U

LA

N

C E

D R

IV

E

, K E

E P

C

LE

A R

O F

O B

S T

R U

C T

IO

N

S A

T A

LL

T

IM

E

S

DUM

PSTER

BAMBOO GROUND PROTECTION MAT TO BE

PROVIDED AT ALL NONHARD SURFACE VEHICLE

TRAFFIC AREAS AND DUMPSTER LOCATIONS

OVERHEAD PROTECTION @ EXIT DOORS

COORDINATE CLOSING OF

TWO PARKING SPOTS W/COR

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

PhaseARCHITECT / ENGINEER A/E Seal:

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

STONE GROUP ARCHITECTS, INC.

1001 TWELVE OAKS CENTER DRIVE, SUITE 1025

WAYZATA, MN 55391

952-476-5850

P.O.C.: JESSE KLANKOWSKI

C

S G

A R e v it L o c a l\

-1

-3

S t C lo u d

R e p a ir R o o f S y s te m s R je s s e b D

Q

Y .r v t

/2

/2

:4

:0

A

M

GI004

SITE SAFETY PLAN - BUILDING 2 REPAIR ROOF SYSTEMS

SAINT CLOUD, MN

MULTIPLE

APRIL 28, 2020 Checker Author

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

VA #656-19-314

1" = 20'-0"

SAFETY PLAN - BUILDING 2

NORTH

Revision# Description Date:

CONSTRUCTED AT THESE LOCATIONS AND EXTEND AWAY FROM THE BUILDING TO THE CONSTRUCTION BOUNDARY

FENCING.

2. ALL MECHANICAL EQUIPMENT AND LANDSCAPING IS TO BE PROTECTED FROM FALLING DEBRIS AND DUST.

PROTECTION COULD INCLUDE BUT IS NOT LIMITED TO TEMPORARY FRAMED STRUCTURES AND ROOF NETS.

CONTRACTOR IS RESPONSIBLE FOR CREATING AND SUBMITTING TO COR FOR APPROVAL THE FINAL SITE SAFETY

PLAN PRIOR TO ANY DEMOLITION WORK.

3. CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE BUILDING AND IT'S DAILY OPERATIONS FROM WATER INTRUSION. PRIOR TO BEGINNING EACH PHASE, CONTRACTOR IS TO COORDINATE WITH COR THE AMOUNT OF DEMOLITION ALLOWED AT THAT TIME BASED ON LOCAL WEATHER REPORTS AND THE ESTIMATED TIME TO COMPLETE WORK WITHIN THAT PHASE. COVERAGE WITH WATER PROOF FABRICS OF EXPOSED ROOF AREAS DUE TO DEMOLITION SHALL BE COORDINATED DAILY WITH COR. SEE SPEC. SECTION 07 01 50.19 PREPARATION FOR RE-

ROOFING.

4. CONTRACTOR MAY BE ASKED FREQUENTLY TO MOVE THEIR DEBRIS VEHICLES IN ORDER TO ACCOMMODATE THE

DAILY OPERATIONS OF THE FACILITY.

5. DUMPSTERS MUST ALWAYS BE COVERED WITH CANVAS OR SIMILAR COVER AND REMAIN INSIDE A FENCED AREA.

6. ALL TOOLS, EQUIPMENT AND MATERIALS USED DAILY SHALL BE RETURNED TO THE STAGING AREA AT THE END OF

THE WORK SHIFT AND BE SECURED IN A GANG BOX OR SECURED STORAGE DEVICE WITHIN THE STAGING AREA.

7. EQUIPMENT ENGINES SHALL NOT BE LEFT ON IDOL TO AVOID EXHAUST FUMES FROM ENTERING THE BUILDINGS AND

SURROUNDING AREAS.

8. A SCRUBBER KIT SHALL BE USED ON ALL POWER EQUIPMENT.

9. CONTRACTOR IS ALLOW FOUR WEEKS TO COMPLETE A BUILDING AND WILL NOT BE ALLOWED TO BEGIN WORK ON

ANOTHER BUILDING UNTIL THE CURRENT ONE IS COMPLETED. IF THE CONTRACTOR HAS TWO CREWS ON SITE THEY

MAY WORK, AT THE COR'S DISCRESSION, ON TWO BUILDINGS SIMULTANEOUSLY.

10. AT THE COMPLETION OF WORK AT ROOFS WITH ATTICS BELOW, THE CONTRACTOR IS TO CLEAN THE ATTIC AND

REPAIR ANY DAMAGE DONE DURING THE REROOF.

11. AT THE COMPLETION OF WORK AT EACH ROOF SECTION, ALL DEBRIS MUST BE REMOVED FROM THE SITE, SCAFFOLDING, CONSTRUCTION BARRIERS/FENCING AND OVERHEAD PROTECTION REMOVED. ANY LANDSCAPE REPAIRS/REGRADING AND RESEEDING TO BE COMPLETED BEFORE BEGINNING WORK ON NEW ROOF AREA.

NOT IN CONTRACT (N.I.C.)

SCOPE OF WORK

BAMBOO GROUND PROTECTION MAT

BLDG 48

SIDEWALK

OVERHEAD PROTECTION @

MECHANICAL UNIT, TYP.

CONSTRUCTION FENCING

SCAFFOLDING W/OVERHEAD PROTECTION

@ WALKWAYS, TYP.

OVERHEAD PROTECTION

@ WALKWAYS, TYP.

SCAFFOLDING

CONSTRUCTION FENCING

SCAFFOLDING

CONSTRUCTION FENCING

OVERHEAD PROTECTION

@ WALKWAYS, TYP.

AS

PH

AL

T

DRIV

E

ASPHALT DRIVE

GRASS

SCAFFOLDING W/OVERHEAD PROTECTION

@ WALKWAYS, TYP.

OVERHEAD PROTECTION

@ WALKWAYS, TYP.

PROTECT ROOF BELOW WORK AREA

PROTECT ROOF BELOW WORK AREA

GI009

GI009 SCAFFOLDING W/OVERHEAD PROTECTION @ WALKWAYS, TYP.

D U

M P

S T

E R

ROCK AREA MUST BE RESTORED TO

ORIGINAL CONDITION AT COMPLETION

OF WORK, RESTORATION MAY

REQUIRE REPLACEMENT OF ALL ROCK

BAMBOO GROUND PROTECTION MAT TO BE

PROVIDED AT ALL NONHARD SURFACE VEHICLE

TRAFFIC AREAS AND DUMPSTER LOCATIONS

MAINTAIN ACCESS TO SIAMESE FIRE CONNECTION

AND VISIBILITY TO SIGNAGE AT ALL TIMES

PROTECT EXISTING CHAIN LINK FENCING

OVERHEAD PROTECTION @

LOWER LEVEL EXIT

EXISTING CHAIN LINK FENCE

EXISTING SATELITE DISH

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

PhaseARCHITECT / ENGINEER A/E Seal:

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

STONE GROUP ARCHITECTS, INC.

1001 TWELVE OAKS CENTER DRIVE, SUITE 1025

WAYZATA, MN 55391

952-476-5850

P.O.C.: JESSE KLANKOWSKI

C

S G

A R e v it L o c a l\

-1

-3

S t C lo u d

R e p a ir R o o f S y s te m s R je s s e b D

Q

Y .r v t

/2

/2

:4

:0

A

M

GI005

SITE SAFETY PLAN - BUILDING 48 REPAIR ROOF SYSTEMS

SAINT CLOUD, MN

MULTIPLE

APRIL 28, 2020 Checker Author

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

VA #656-19-314

NORTH

1" = 20'-0"

SAFETY PLAN - BUILDING 48

Revision# Description Date:

CONSTRUCTED AT THESE LOCATIONS AND EXTEND AWAY FROM THE BUILDING TO THE CONSTRUCTION BOUNDARY

FENCING.

2. ALL MECHANICAL EQUIPMENT AND LANDSCAPING IS TO BE PROTECTED FROM FALLING DEBRIS AND DUST.

PROTECTION COULD INCLUDE BUT IS NOT LIMITED TO TEMPORARY FRAMED STRUCTURES AND ROOF NETS.

CONTRACTOR IS RESPONSIBLE FOR CREATING AND SUBMITTING TO COR FOR APPROVAL THE FINAL SITE SAFETY

PLAN PRIOR TO ANY DEMOLITION WORK.

3. CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE BUILDING AND IT'S DAILY OPERATIONS FROM WATER INTRUSION. PRIOR TO BEGINNING EACH PHASE, CONTRACTOR IS TO COORDINATE WITH COR THE AMOUNT OF DEMOLITION ALLOWED AT THAT TIME BASED ON LOCAL WEATHER REPORTS AND THE ESTIMATED TIME TO COMPLETE WORK WITHIN THAT PHASE. COVERAGE WITH WATER PROOF FABRICS OF EXPOSED ROOF AREAS DUE TO DEMOLITION SHALL BE COORDINATED DAILY WITH COR. SEE SPEC. SECTION 07 01 50.19 PREPARATION FOR RE-

ROOFING.

4. CONTRACTOR MAY BE ASKED FREQUENTLY TO MOVE THEIR DEBRIS VEHICLES IN ORDER TO ACCOMMODATE THE

DAILY OPERATIONS OF THE FACILITY.

5. DUMPSTERS MUST ALWAYS BE COVERED WITH CANVAS OR SIMILAR COVER AND REMAIN INSIDE A FENCED AREA.

6. ALL TOOLS, EQUIPMENT AND MATERIALS USED DAILY SHALL BE RETURNED TO THE STAGING AREA AT THE END OF

THE WORK SHIFT AND BE SECURED IN A GANG BOX OR SECURED STORAGE DEVICE WITHIN THE STAGING AREA.

7. EQUIPMENT ENGINES SHALL NOT BE LEFT ON IDOL TO AVOID EXHAUST FUMES FROM ENTERING THE BUILDINGS AND

SURROUNDING AREAS.

8. A SCRUBBER KIT SHALL BE USED ON ALL POWER EQUIPMENT.

9. CONTRACTOR IS ALLOW FOUR WEEKS TO COMPLETE A BUILDING AND WILL NOT BE ALLOWED TO BEGIN WORK ON

ANOTHER BUILDING UNTIL THE CURRENT ONE IS COMPLETED. IF THE CONTRACTOR HAS TWO CREWS ON SITE THEY

MAY WORK, AT THE COR'S DISCRESSION, ON TWO BUILDINGS SIMULTANEOUSLY.

10. AT THE COMPLETION OF WORK AT ROOFS WITH ATTICS BELOW, THE CONTRACTOR IS TO CLEAN THE ATTIC AND

REPAIR ANY DAMAGE DONE DURING THE REROOF.

11. AT THE COMPLETION OF WORK AT EACH ROOF SECTION, ALL DEBRIS MUST BE REMOVED FROM THE SITE, SCAFFOLDING, CONSTRUCTION BARRIERS/FENCING AND OVERHEAD PROTECTION REMOVED. ANY LANDSCAPE REPAIRS/REGRADING AND RESEEDING TO BE COMPLETED BEFORE BEGINNING WORK ON NEW ROOF AREA.

NOT IN CONTRACT (N.I.C.)

SCOPE OF WORK

BAMBOO GROUND PROTECTION MAT

BLDG

CONSTRUCTION FENCING

OVERHEAD PROTECTION

@ WALKWAYS, TYP.

SCAFFOLDING

OVERHEAD PROTECTION @

MECHANICAL UNITS, TYP.

CONSTRUCTION FENCING

SCAFFOLDING

SCAFFOLDING

GI009

CRUSHED ROCK

GRASS

CRUSHED ROCK

CRUSHED ROCK

GRASS

PUBLIC USE OF SIDEWALKS MUST BE MAINTAINED DURING CONSTRUCTION

DUMPSTER

BAMBOO GROUND PROTECTION MAT TO BE

PROVIDED AT ALL NONHARD SURFACE VEHICLE

TRAFFIC AREAS AND DUMPSTER LOCATIONS

ASPHALT PARKING LOT

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

PhaseARCHITECT / ENGINEER A/E Seal:

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

STONE GROUP ARCHITECTS, INC.

1001 TWELVE OAKS CENTER DRIVE, SUITE 1025

WAYZATA, MN 55391

952-476-5850

P.O.C.: JESSE KLANKOWSKI

C

S G

A R e v it L o c a l\

-1

-3

S t C lo u d

R e p a ir R o o f S y s te m s R je s s e b D

Q

Y .r v t

/2

/2

:4

:0

A

M

GI006

SITE SAFETY PLAN - BUILDING 50 REPAIR ROOF SYSTEMS

SAINT CLOUD, MN

MULTIPLE

APRIL 28, 2020 Checker Author

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

VA #656-19-314

NORTH

1" = 20'-0"

SAFETY PLAN - BUILDING 50

Revision# Description Date:

CONSTRUCTED AT THESE LOCATIONS AND EXTEND AWAY FROM THE BUILDING TO THE CONSTRUCTION BOUNDARY

FENCING.

2. ALL MECHANICAL EQUIPMENT AND LANDSCAPING IS TO BE PROTECTED FROM FALLING DEBRIS AND DUST.

PROTECTION COULD INCLUDE BUT IS NOT LIMITED TO TEMPORARY FRAMED STRUCTURES AND ROOF NETS.

CONTRACTOR IS RESPONSIBLE FOR CREATING AND SUBMITTING TO COR FOR APPROVAL THE FINAL SITE SAFETY

PLAN PRIOR TO ANY DEMOLITION WORK.

3. CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE BUILDING AND IT'S DAILY OPERATIONS FROM WATER INTRUSION. PRIOR TO BEGINNING EACH PHASE, CONTRACTOR IS TO COORDINATE WITH COR THE AMOUNT OF DEMOLITION ALLOWED AT THAT TIME BASED ON LOCAL WEATHER REPORTS AND THE ESTIMATED TIME TO COMPLETE WORK WITHIN THAT PHASE. COVERAGE WITH WATER PROOF FABRICS OF EXPOSED ROOF AREAS DUE TO DEMOLITION SHALL BE COORDINATED DAILY WITH COR. SEE SPEC. SECTION 07 01 50.19 PREPARATION FOR RE-

ROOFING.

4. CONTRACTOR MAY BE ASKED FREQUENTLY TO MOVE THEIR DEBRIS VEHICLES IN ORDER TO ACCOMMODATE THE

DAILY OPERATIONS OF THE FACILITY.

5. DUMPSTERS MUST ALWAYS BE COVERED WITH CANVAS OR SIMILAR COVER AND REMAIN INSIDE A FENCED AREA.

6. ALL TOOLS, EQUIPMENT AND MATERIALS USED DAILY SHALL BE RETURNED TO THE STAGING AREA AT THE END OF

THE WORK SHIFT AND BE SECURED IN A GANG BOX OR SECURED STORAGE DEVICE WITHIN THE STAGING AREA.

7. EQUIPMENT ENGINES SHALL NOT BE LEFT ON IDOL TO AVOID EXHAUST FUMES FROM ENTERING THE BUILDINGS AND

SURROUNDING AREAS.

8. A SCRUBBER KIT SHALL BE USED ON ALL POWER EQUIPMENT.

9. CONTRACTOR IS ALLOW FOUR WEEKS TO COMPLETE A BUILDING AND WILL NOT BE ALLOWED TO BEGIN WORK ON

ANOTHER BUILDING UNTIL THE CURRENT ONE IS COMPLETED. IF THE CONTRACTOR HAS TWO CREWS ON SITE THEY

MAY WORK, AT THE COR'S DISCRESSION, ON TWO BUILDINGS SIMULTANEOUSLY.

10. AT THE COMPLETION OF WORK AT ROOFS WITH ATTICS BELOW, THE CONTRACTOR IS TO CLEAN THE ATTIC AND

REPAIR ANY DAMAGE DONE DURING THE REROOF.

11. AT THE COMPLETION OF WORK AT EACH ROOF SECTION, ALL DEBRIS MUST BE REMOVED FROM THE SITE, SCAFFOLDING, CONSTRUCTION BARRIERS/FENCING AND OVERHEAD PROTECTION REMOVED. ANY LANDSCAPE REPAIRS/REGRADING AND RESEEDING TO BE COMPLETED BEFORE BEGINNING WORK ON NEW ROOF AREA.

NOT IN CONTRACT (N.I.C.)

SCOPE OF WORK

BAMBOO GROUND PROTECTION MAT

BLDG

CONSTRUCTION FENCING

OVERHEAD PROTECTION

@ WALKWAYS, TYP.

SCAFFOLDING

OVERHEAD PROTECTION @

PLANTER BOXES, TYP.

OVERHEAD PROTECTION @

MECHANICAL UNITS, TYP.

OVERHEAD PROTECTION @

BIRD CAGE

OVERHEAD PROTECTION

@ ROOF BELOW, TYP.

OVERHEAD PROTECTION

@ ROOF BELOW, TYP.

OVERHEAD PROTECTION

@ WALKWAYS, TYP.

PROTECT ROOF & AWNING BELOW WORK AREA

OVERHEAD PROTECTION

@ WALKWAYS, TYP.

CONSTRUCTION FENCING

CONSTRUCTION FENCING

SCAFFOLDING

OVERHEAD PROTECTION

@ WALKWAYS, TYP.

SCAFFOLDING 2

GI009

MAINTAIN OPEN PATHWAY FOR

BUILDING EXITING

DUMPSTER

PUBLIC USE OF SIDEWALKS MUST BE

MAINTAINED DURING CONSTRUCTION

BAMBOO GROUND PROTECTION MAT TO BE PROVIDED AT ALL NONHARD

SURFACE VEHICLE TRAFFIC AREAS AND DUMPSTER LOCATIONS

PUBLIC USE OF RAMP MUST BE

MAINTAINED DURING CONSTRUCTION

ASPHALT PARKING LOT

ASPHALT DRIVE, M

AINTAIN

ACCESS FOR DELIVERIES

NO HEAVY EQUIPMENT SHALL BE

USED FOR MOVING DEBRIS FROM

SOUTH SIDE TO DUMPSTER

EXISTING POLE MOUNTED SIGNAGE

OVERHEAD PROTECTION @ DOORS

MAINTAIN ACCESS TO LOW

PRESSURE OXYGEN INLET PANEL

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

PhaseARCHITECT / ENGINEER A/E Seal:

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

STONE GROUP ARCHITECTS, INC.

1001 TWELVE OAKS CENTER DRIVE, SUITE 1025

WAYZATA, MN 55391

952-476-5850

P.O.C.: JESSE KLANKOWSKI

C

S G

A R e v it L o c a l\

-1

-3

S t C lo u d

R e p a ir R o o f S y s te m s R je s s e b D

Q

Y .r v t

/2

/2

:4

:0

A

M

GI007

SITE SAFETY PLAN - BUILDING 51 REPAIR ROOF SYSTEMS

SAINT CLOUD, MN

MULTIPLE

APRIL 28, 2020 Checker Author

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

VA #656-19-314

NORTH

1" = 20'-0"

SAFETY PLAN - BUILDING 51

Revision# Description Date:

CONSTRUCTED AT THESE LOCATIONS AND EXTEND AWAY FROM THE BUILDING TO THE CONSTRUCTION BOUNDARY

FENCING.

2. ALL MECHANICAL EQUIPMENT AND LANDSCAPING IS TO BE PROTECTED FROM FALLING DEBRIS AND DUST.

PROTECTION COULD INCLUDE BUT IS NOT LIMITED TO TEMPORARY FRAMED STRUCTURES AND ROOF NETS.

CONTRACTOR IS RESPONSIBLE FOR CREATING AND SUBMITTING TO COR FOR APPROVAL THE FINAL SITE SAFETY

PLAN PRIOR TO ANY DEMOLITION WORK.

3. CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE BUILDING AND IT'S DAILY OPERATIONS FROM WATER INTRUSION. PRIOR TO BEGINNING EACH PHASE, CONTRACTOR IS TO COORDINATE WITH COR THE AMOUNT OF DEMOLITION ALLOWED AT THAT TIME BASED ON LOCAL WEATHER REPORTS AND THE ESTIMATED TIME TO COMPLETE WORK WITHIN THAT PHASE. COVERAGE WITH WATER PROOF FABRICS OF EXPOSED ROOF AREAS DUE TO DEMOLITION SHALL BE COORDINATED DAILY WITH COR. SEE SPEC. SECTION 07 01 50.19 PREPARATION FOR RE-

ROOFING.

4. CONTRACTOR MAY BE ASKED FREQUENTLY TO MOVE THEIR DEBRIS VEHICLES IN ORDER TO ACCOMMODATE THE

DAILY OPERATIONS OF THE FACILITY.

5. DUMPSTERS MUST ALWAYS BE COVERED WITH CANVAS OR SIMILAR COVER AND REMAIN INSIDE A FENCED AREA.

6. ALL TOOLS, EQUIPMENT AND MATERIALS USED DAILY SHALL BE RETURNED TO THE STAGING AREA AT THE END OF

THE WORK SHIFT AND BE SECURED IN A GANG BOX OR SECURED STORAGE DEVICE WITHIN THE STAGING AREA.

7. EQUIPMENT ENGINES SHALL NOT BE LEFT ON IDOL TO AVOID EXHAUST FUMES FROM ENTERING THE BUILDINGS AND

SURROUNDING AREAS.

8. A SCRUBBER KIT SHALL BE USED ON ALL POWER EQUIPMENT.

9. CONTRACTOR IS ALLOW FOUR WEEKS TO COMPLETE A BUILDING AND WILL NOT BE ALLOWED TO BEGIN WORK ON

ANOTHER BUILDING UNTIL THE CURRENT ONE IS COMPLETED. IF THE CONTRACTOR HAS TWO CREWS ON SITE THEY

MAY WORK, AT THE COR'S DISCRESSION, ON TWO BUILDINGS SIMULTANEOUSLY.

10. AT THE COMPLETION OF WORK AT ROOFS WITH ATTICS BELOW, THE CONTRACTOR IS TO CLEAN THE ATTIC AND

REPAIR ANY DAMAGE DONE DURING THE REROOF.

11. AT THE COMPLETION OF WORK AT EACH ROOF SECTION, ALL DEBRIS MUST BE REMOVED FROM THE SITE, SCAFFOLDING, CONSTRUCTION BARRIERS/FENCING AND OVERHEAD PROTECTION REMOVED. ANY LANDSCAPE REPAIRS/REGRADING AND RESEEDING TO BE COMPLETED BEFORE BEGINNING WORK ON NEW ROOF AREA.

NOT IN CONTRACT (N.I.C.)

SCOPE OF WORK

BAMBOO GROUND PROTECTION MAT

B L

D G

BLDG 37

B L

D G

CONSTRUCTION FENCING

COORDINATE NUMBER OF PARKING

STALL CLOSURES WITH COR.

MAXIMUM (5) DAY CLOSURE FOR STALLS, TYP.

CONSTRUCTION FENCING

OVERHEAD PROTECTION @

OVERHEAD DOORS, MAINTAIN

DOOR ACCESS @ AT ALL TIMES

ASPHALT DRIVEWAY ASPHALT DRIVEWAY

ASPHALT PARKING LOT

ASPHALT PARKING LOT

ASPHALT PARKING LOT

GRASS

CONSTRUCTION FENCING

SCAFFOLDING

WATER TOWER

DESIGNATE (4) TEMPORARY HANDICAP

PARKING STALLS, COORDINATE TEMP.

SIGNAGE WITH VA

WORK ON BUILDING 30, 37 & 69 IS NOT TO BE DONE

SIMULTANEOUSLY. COORDINATE SEQUENCING OF WORK

AND NUMBER OF PARKING STALLS TO BE CLOSED DURING

THE WORK FOR EACH BUILDING WITH THE COR. (5) DAY

MAXIMUM CLOSURE FOR PARKING STALLS, TYP.

COORDINATE NUMBER OF PARKING

STALL CLOSURES WITH COR.

MAXIMUM (5) DAY CLOSURE FOR STALLS, TYP.

CONSTRUCTION FENCING

CONSTRUCTION FENCING

SCAFFOLDING

COORDINATE NUMBER OF PARKING

STALL CLOSURES WITH COR.

MAXIMUM (5) DAY CLOSURE FOR STALLS, TYP.

D U

M P

S T

E R

DUMPSTER DUMPSTER

OVERHEAD PROTECTION @

DOOR, MAINTAIN

DOOR ACCESS @ AT ALL TIMES

OVERHEAD PROTECTION @

DOOR, MAINTAIN DOOR ACCESS

@ ALL TIMES

OVERHEAD PROTECTION @

OVERHEAD DOORS, MAINTAIN

DOOR ACCESS @ AT ALL TIMES

BLDG

CONSTRUCTION FENCING

SCAFFOLDING

CONSTRUCTION FENCING

SCAFFOLDING

CONSTRUCTION FENCING

SCAFFOLDING

ASPHALT DRIVE

GRASS

CRUSHED ROCK

D U

M P

S T

E R

MAINTAIN OPEN PATHWAY

FOR BUILDING EXITING

SCAFFOLDING W/OVERHEAD

PROTECTION @ WALKWAYS, TYP.

CRUSHED ROCK

BAMBOO GROUND PROTECTION MAT TO BE

PROVIDED AT ALL NONHARD SURFACE VEHICLE

TRAFFIC AREAS AND DUMPSTER LOCATIONS

OVERHEAD PROTECTION

@ ACCESS DOORS

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

PhaseARCHITECT / ENGINEER A/E Seal:

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

STONE GROUP ARCHITECTS, INC.

1001 TWELVE OAKS CENTER DRIVE, SUITE 1025

WAYZATA, MN 55391

952-476-5850

P.O.C.: JESSE KLANKOWSKI

C

S G

A R e v it L o c a l\

-1

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R e p a ir R o o f S y s te m s R je s s e b D

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Y .r v t

/2

/2

:4

:1

A

M

GI008

SITE SAFETY PLAN - BUILDINGS

30, 37, 69 & 95

REPAIR ROOF SYSTEMS

SAINT CLOUD, MN

MULTIPLE

APRIL 28, 2020 Checker Author

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

VA #656-19-314

1" = 20'-0"

SAFETY PLAN - BUILDING 30, 37 & 69

NORTH

1" = 20'-0"

SAFETY PLAN - BUILDING 95

NORTH

Revision# Description Date:

CONSTRUCTED AT THESE LOCATIONS AND EXTEND AWAY FROM THE BUILDING TO THE CONSTRUCTION BOUNDARY

FENCING.

2. ALL MECHANICAL EQUIPMENT AND LANDSCAPING IS TO BE PROTECTED FROM FALLING DEBRIS AND DUST.

PROTECTION COULD INCLUDE BUT IS NOT LIMITED TO TEMPORARY FRAMED STRUCTURES AND ROOF NETS.

CONTRACTOR IS RESPONSIBLE FOR CREATING AND SUBMITTING TO COR FOR APPROVAL THE FINAL SITE SAFETY

PLAN PRIOR TO ANY DEMOLITION WORK.

3. CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE BUILDING AND IT'S DAILY OPERATIONS FROM WATER INTRUSION. PRIOR TO BEGINNING EACH PHASE, CONTRACTOR IS TO COORDINATE WITH COR THE AMOUNT OF DEMOLITION ALLOWED AT THAT TIME BASED ON LOCAL WEATHER REPORTS AND THE ESTIMATED TIME TO COMPLETE WORK WITHIN THAT PHASE. COVERAGE WITH WATER PROOF FABRICS OF EXPOSED ROOF AREAS DUE TO DEMOLITION SHALL BE COORDINATED DAILY WITH COR. SEE SPEC. SECTION 07 01 50.19 PREPARATION FOR RE-

ROOFING.

4. CONTRACTOR MAY BE ASKED FREQUENTLY TO MOVE THEIR DEBRIS VEHICLES IN ORDER TO ACCOMMODATE THE

DAILY OPERATIONS OF THE FACILITY.

5. DUMPSTERS MUST ALWAYS BE COVERED WITH CANVAS OR SIMILAR COVER AND REMAIN INSIDE A FENCED AREA.

6. ALL TOOLS, EQUIPMENT AND MATERIALS USED DAILY SHALL BE RETURNED TO THE STAGING AREA AT THE END OF

THE WORK SHIFT AND BE SECURED IN A GANG BOX OR SECURED STORAGE DEVICE WITHIN THE STAGING AREA.

7. EQUIPMENT ENGINES SHALL NOT BE LEFT ON IDOL TO AVOID EXHAUST FUMES FROM ENTERING THE BUILDINGS AND

SURROUNDING AREAS.

8. A SCRUBBER KIT SHALL BE USED ON ALL POWER EQUIPMENT.

9. CONTRACTOR IS ALLOW FOUR WEEKS TO COMPLETE A BUILDING AND WILL NOT BE ALLOWED TO BEGIN WORK ON

ANOTHER BUILDING UNTIL THE CURRENT ONE IS COMPLETED. IF THE CONTRACTOR HAS TWO CREWS ON SITE THEY

MAY WORK, AT THE COR'S DISCRESSION, ON TWO BUILDINGS SIMULTANEOUSLY.

10. AT THE COMPLETION OF WORK AT ROOFS WITH ATTICS BELOW, THE CONTRACTOR IS TO CLEAN THE ATTIC AND

REPAIR ANY DAMAGE DONE DURING THE REROOF.

11. AT THE COMPLETION OF WORK AT EACH ROOF SECTION, ALL DEBRIS MUST BE REMOVED FROM THE SITE, SCAFFOLDING, CONSTRUCTION BARRIERS/FENCING AND OVERHEAD PROTECTION REMOVED. ANY LANDSCAPE REPAIRS/REGRADING AND RESEEDING TO BE COMPLETED BEFORE BEGINNING WORK ON NEW ROOF AREA.

NOT IN CONTRACT (N.I.C.)

SCOPE OF WORK

BAMBOO GROUND PROTECTION MAT

BLDG

ASPHALT DRIVEWAY

ASPHALT PARKING LOT

GRAVEL

CONSTRUCTION FENCING

SCAFFOLDING

GRASSGRASS

CONCRETE APRON

GRASS

OVERHEAD PROTECTION

@ SERVICE DOOR &

OVERHEAD DOORS

CONSTRUCTION FENCING

SCAFFOLDING

GI009

OVERHEAD DOOR ACCESS

MUST BE MAINTAINED

OVERHEAD DOOR ACCESS

MUST BE MAINTAINED

D U

M P

S T

E R

BAMBOO GROUND PROTECTION MAT

TO BE PROVIDED AT ALL NONHARD

SURFACE VEHICLE TRAFFIC AREAS AND

DUMPSTER LOCATIONS

CONSTRUCTION FENCING - 7FT TALL MIN.

E X

T E

N D

S C

A F

F O

LD

A

M

IN

. 6 '-0

A

B O

V E

R O

O F

E D

G E

S C

A F

F O

LD

H

E

IG

H T

V A

R

IE

S B

Y B

U

IL

D

IN

G

INWARD SIDE SCAFFOLD PROTECTION

-2"x6" FRAMING ATTACHED TO SCAFFOLD

AT 3'-0" VERTICAL INCREMENTS

-FIRE RATED KNITTED MESH

CONSTRUCTION DEBRIS NETTING

FIRMLY ATTACHED TO FRAMING

-REPAIR ALL DAMAGE DAILY

GRADE CONDITIONS VARY

SEE SITE SAFETY PLANS

6'-0"

SLOPED DEBRIS PROTECTION

-3/4" PLYWOOD

-2"x8" JOISTS ATTACHED TO BUILDING

-DEBRIS NETTING ATTACHED TO

UNDERSIDE OF JOISTS

WORK LEVEL DECK

-FULL WIDTH ALUMINUM SCAFFOLD

PLANK

SCAFFOLD BRACING TO MASONRY

-2"x6" FRAMING ATTACHED AT MASONRY

JOINTS

-SCAFFOLD WALL ANCHORING

ATTACHED TO FRAMING AT EACH

VERTICAL SECTION

OUTWARD SIDE SCAFFOLD PROTECTION

-2"x6" FRAMING ATTACHED TO SCAFFOLD

AT 3'-0" VERTICAL INCREMENTS

-FIRE RATED KNITTED MESH

CONSTRUCTION DEBRIS NETTING

FIRMLY ATTACHED TO FRAMING

-REPAIR ALL DAMAGE DAILY

OUTWARD SIDE SCAFFOLD PROTECTION

EXTENDS OVER TOP OF SCAFFOLD

CONSTRUCTION FENCING - 7FT TALL MIN.

GRADE CONDITIONS VARY

SEE SITE SAFETY PLANS

E X

T E

N D

S C

A F

F O

LD

A

M

IN

. 6 '-0

A

B O

V E

R O

O F

E D

G E

S C

A F

F O

LD

H

E

IG

H T

V A

R

IE

S B

Y B

U

IL

D

IG

6'-0"

INWARD SIDE SCAFFOLD PROTECTION

-2"x6" FRAMING ATTACHED TO SCAFFOLD

AT 3'-0" VERTICAL INCREMENTS

-FIRE RATED KNITTED MESH

CONSTRUCTION DEBRIS NETTING

FIRMLY ATTACHED TO FRAMING

-REPAIR ALL DAMAGE DAILY

SLOPED DEBRIS PROTECTION

-3/4" PLYWOOD

-2"x8" JOISTS ATTACHED TO BUILDING

-DEBRIS NETTING ATTACHED TO

UNDERSIDE OF JOISTS

WORK LEVEL DECK

-FULL WIDTH ALUMINUM SCAFFOLD

PLANK

SCAFFOLD BRACING TO MASONRY

-2"x6" FRAMING ATTACHED AT MASONRY

JOINTS

-SCAFFOLD WALL ANCHORING

ATTACHED TO FRAMING AT EACH

VERTICAL SECTION

OUTWARD SIDE SCAFFOLD PROTECTION

-2"x6" FRAMING ATTACHED TO SCAFFOLD

AT 3'-0" VERTICAL INCREMENTS

-FIRE RATED KNITTED MESH

CONSTRUCTION DEBRIS NETTING

FIRMLY ATTACHED TO FRAMING

-REPAIR ALL DAMAGE DAILY

OUTWARD SIDE SCAFFOLD PROTECTION

EXTENDS OVER TOP OF SCAFFOLD

SCAFFOLD DEBRIS SCREEN -

OUTWARD SIDE OF SCAFFOLD

GRADE CONDITIONS VARY

SEE SITE SAFETY PLANS

STEEL SCAFFOLD STRUCTURE

ACROSS PATHWAY

STEEL DECKING SPANNING

LENGTH OF PATHWAY

M

IN

. 7 '-0

U

N D

E R

N E

A T

H

MIN. 6' WIDE @ 4' HIGH

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

PhaseARCHITECT / ENGINEER A/E Seal:

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

STONE GROUP ARCHITECTS, INC.

1001 TWELVE OAKS CENTER DRIVE, SUITE 1025

WAYZATA, MN 55391

952-476-5850

P.O.C.: JESSE KLANKOWSKI

C

S G

A R e v it L o c a l\

-1

-3

S t C lo u d

R e p a ir R o o f S y s te m s R je s s e b D

Q

Y .r v t

/2

/2

:4

:1

A

M

GI009

SITE SAFETY PLAN - BUILDING

100, SECTIONS & DETAILS

REPAIR ROOF SYSTEMS

SAINT CLOUD, MN

MULTIPLE

APRIL 28, 2020 Checker Author

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

VA #656-19-314

1" = 20'-0"

SAFETY PLAN - BUILDING 100

NORTH

1/2" = 1'-0"

SECTION - SCAFFOLD AT FLAT ROOF

1/2" = 1'-0"

SECTION - SCAFFOLD AT PITCHED ROOF

1/2" = 1'-0"

DETAIL @ OVERHEAD

PROTECTION-PEOPLE

Revision# Description Date:

3 3

14 14

EXISTING ROOF TO REMAIN

E X

IS

T

IN

G

R O

O F

T O

R E

M A

IN

EXISTING ROOF TO REMAIN

EXISTING ROOF TO REMAIN

E X

IS

T

IN

G

R O

O F

T O

R E

M A

IN

EXISTING ROOF TO REMAIN

E X

IS

T

IN

G

R O

O F

T O

R E

M A

IN

E X

IS

T

IN

G

R O

O F

T O

R E

M A

IN

E X

IS

T

IN

G

R O

O F

T O

R E

M A

IN

EXISTING ROOF TO REMAIN

EXISTING ROOF TO REMAIN

E X

IS

T

IN

G

R O

O F

T O

R E

M A

IN

E X

IS

T

IN

G

R O

F

T

R

E M

A

IN CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO WORK BEGINNING.

THE CONTRACTOR IS RESPONSIBLE FOR INFORMING THE ARCHITECT OF ANY

CONDITIONS THAT DIFFER FROM THE INFORMATION INDICATED IN THE DRAWINGS.

A.

GENERAL DEMOLITION NOTES:

PROTECT ALL EXISTING BUILDING COMPONENTS WHICH ARE TO REMAIN. REPAIR ANY

DAMAGED AREAS AS REQUIRED TO RETURN THEM TO THEIR ORIGINAL CONDITION.

B.

VERIFY EXTENT OF DEMOLITION WORK WITH INFORMATION SHOWN IN THE

DRAWINGS AND WORK THAT IS NOT SHOWN AND MAY BE REQUIRED TO COMPLETE

THE INTENDED WORK.

C.

ALL WORK SHALL COMPLY WITH REQUIRED LOCAL CODES. CONTRACTOR IS

RESPONSIBLE FOR OBTAINING REQUIRED PERMITS AND INSPECTIONS FOR ALL

WORK ASSOCIATED WITH THIS CONTRACT.

D.

CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS AS REQUIRED TO MATCH

SURROUNDING EXISTING FINISHES NOT DISTURBED.

E.

F.

G.

H.

I.

J.

IN EXISTING AREAS, RENOVATION AND DEMOLITION WORK SHALL BE ACCOMPLISHED

WITH MINIMAL DISRUPTION TO OPERATIONS. IF REQUIRED, THE OWNER RESERVES THE

RIGHT TO TEMPORARILY STOP WORK OF SPECIFIC CONSTRUCTION OPERATIONS

SHOULD THE OWNER IDENTIFY AN EMERGENCY OR DANGER EXISTS TO THE WELFARE

OF THE OCCUPANTS ON ACCOUNT OF SUCH WORK OR OPERATIONS.

CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL MATERIAL IN A LEGAL MANNER

NOT SCHEDULED FOR REUSE UNDER THIS PROJECT.

CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL DUMPSTERS ARE MIN. 30 FEET

AWAY FROM COMBUSTIBLES, REF. NFPA 241 & DIVISION 1 OF THE VA

SPECIFICATION.

CONTRACTOR CAN INSTALL ENCLOSED CHUTES THAT LEAD DIRECTLY TO THE

DUMPSTER. CONTRACTOR IS NOT ALLOWED TO THROW DEBRIS FROM THE ROOF

TO THE GROUND.

MESH SHALL BE ATTACHED TO BOTH SIDES OF SCAFFOLDING TO PREVENT

MATERIALS/DEBRIS FROM BLOWING AWAY.

NOT IN CONTRACT (N.I.C.)

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

PhaseARCHITECT / ENGINEER A/E Seal:

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

STONE GROUP ARCHITECTS, INC.

1001 TWELVE OAKS CENTER DRIVE, SUITE 1025

WAYZATA, MN 55391

952-476-5850

P.O.C.: JESSE KLANKOWSKI

C

S G

A R e v it L o c a l\

-1

-3

S t C lo u d

R e p a ir R o o f S y s te m s R je s s e b D

Q

Y .r v t

/2

/2

:4

:2

A

M

AD101

ROOF DEMOLITION PLAN -

BUILDING 1

REPAIR ROOF SYSTEMS

SAINT CLOUD, MN

MULTIPLE

APRIL 28, 2020 Checker Author

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

VA #656-19-314

NORTH

1/8" = 1'-0"

ROOF DEMOLITION PLAN - BUILDING 1

DEMO SCHEDULE - ROOF PLAN

1 REMOVE EXISTING ROOF SYSTEM IN IT'S ENTIRETY TO EXISTING SUBSTRATE.

2 REMOVE EXISTING GUTTER.

3 REMOVE EXISTING SCUPPER.

4 REMOVE EXISTING DOWNSPOUT.

5 REMOVE EXISTING GRAVEL STOP.

6 REMOVE EXISTING FASCIA.

7 REMOVE EXISTING FASCIA AND SOFFIT

8 REMOVE EXISTING FLASHING.

9 REMOVE EXISTING STEP FLASHING.

10 REMOVE EXISTING VALLEY FLASHING.

11 REMOVE EXISTING FLASHING, TERMINATION BAR AND CAULK

12 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT IN AREAS SHOWN TO ALLOW PROPER

INSTALLATION/TIE-IN WITH NEW EPDM MEMBRANE.

13 REMOVE EXISTING PIPE COVER, DRAWBAND AND FLASHING AT PIPE PENETRATION

14 REMOVE EXISTING FLASHING AND TURBINE ATTIC VENT.

15 REMOVE EXISTING ROOF VENT.

16 REMOVE ROOF MEMBRANE FROM EQUIPMENT CURB

17 TEMPORARILY RELOCATE COOLING UNIT, POWER POLE & JUNCTION BOX TO BLDG 95 FLAT ROOF, EXTEND POWER AND LINES AS NEEDED TO KEEP UNIT OPERATIONAL.

18 REMOVE ROOF MEMBRANE AND KNEE WALL, INFILL ROOF SHEATHING W/LIKE CONSTRUCTION

19 SALVAGE EXISTING METAL PANEL FOR RE-INSTALLATION AFTER PROPER LAPPING OF WEATHER

BARRIER, ICE & WATER WITH NEW STEP OR CONTINUOUS FLASHING

1/8" = 1'-0"

ROOF DEMOLITION PLAN - BUILDING 1

ANNEX

Revision# Description Date:

8 8

9 9

6 6

14 14

E X

IS

T

IN

G

R O

O F

T O

R E

M A

IN

E X

IS

T

IN

G

R O

O F

T O

R E

M A

IN

E X

IS

T

IN

G

R O

O F

T O

R E

M A

IN

CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO WORK BEGINNING.

THE CONTRACTOR IS RESPONSIBLE FOR INFORMING THE ARCHITECT OF ANY

CONDITIONS THAT DIFFER FROM THE INFORMATION INDICATED IN THE DRAWINGS.

A.

GENERAL DEMOLITION NOTES:

PROTECT ALL EXISTING BUILDING COMPONENTS WHICH ARE TO REMAIN. REPAIR ANY

DAMAGED AREAS AS REQUIRED TO RETURN THEM TO THEIR ORIGINAL CONDITION.

B.

VERIFY EXTENT OF DEMOLITION WORK WITH INFORMATION SHOWN IN THE

DRAWINGS AND WORK THAT IS NOT SHOWN AND MAY BE REQUIRED TO COMPLETE

THE INTENDED WORK.

C.

ALL WORK SHALL COMPLY WITH REQUIRED LOCAL CODES. CONTRACTOR IS

RESPONSIBLE FOR OBTAINING REQUIRED PERMITS AND INSPECTIONS FOR ALL

WORK ASSOCIATED WITH THIS CONTRACT.

D.

CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS AS REQUIRED TO MATCH

SURROUNDING EXISTING FINISHES NOT DISTURBED.

E.

F.

G.

H.

I.

J.

IN EXISTING AREAS, RENOVATION AND DEMOLITION WORK SHALL BE ACCOMPLISHED

WITH MINIMAL DISRUPTION TO OPERATIONS. IF REQUIRED, THE OWNER RESERVES THE

RIGHT TO TEMPORARILY STOP WORK OF SPECIFIC CONSTRUCTION OPERATIONS

SHOULD THE OWNER IDENTIFY AN EMERGENCY OR DANGER EXISTS TO THE WELFARE

OF THE OCCUPANTS ON ACCOUNT OF SUCH WORK OR OPERATIONS.

CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL MATERIAL IN A LEGAL MANNER

NOT SCHEDULED FOR REUSE UNDER THIS PROJECT.

CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL DUMPSTERS ARE MIN. 30 FEET

AWAY FROM COMBUSTIBLES, REF. NFPA 241 & DIVISION 1 OF THE VA

SPECIFICATION.

CONTRACTOR CAN INSTALL ENCLOSED CHUTES THAT LEAD DIRECTLY TO THE

DUMPSTER. CONTRACTOR IS NOT ALLOWED TO THROW DEBRIS FROM THE ROOF

TO THE GROUND.

MESH SHALL BE ATTACHED TO BOTH SIDES OF SCAFFOLDING TO PREVENT

MATERIALS/DEBRIS FROM BLOWING AWAY.

NOT IN CONTRACT (N.I.C.)

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

PhaseARCHITECT / ENGINEER A/E Seal:

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

STONE GROUP ARCHITECTS, INC.

1001 TWELVE OAKS CENTER DRIVE, SUITE 1025

WAYZATA, MN 55391

952-476-5850

P.O.C.: JESSE KLANKOWSKI

C

S G

A R e v it L o c a l\

-1

-3

S t C lo u d

R e p a ir R o o f S y s te m s R je s s e b D

Q

Y .r v t

/2

/2

:4

:3

A

M

AD102

ROOF DEMOLITION PLAN -

BUILDING 2

REPAIR ROOF SYSTEMS

SAINT CLOUD, MN

MULTIPLE

APRIL 28, 2020 Checker Author

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

VA #656-19-314

NORTH

1/8" = 1'-0"

ROOF DEMOLITION PLAN - BUILDING 2

DEMO SCHEDULE - ROOF PLAN

1 REMOVE EXISTING ROOF SYSTEM IN IT'S ENTIRETY TO EXISTING SUBSTRATE.

2 REMOVE EXISTING GUTTER.

3 REMOVE EXISTING SCUPPER.

4 REMOVE EXISTING DOWNSPOUT.

5 REMOVE EXISTING GRAVEL STOP.

6 REMOVE EXISTING FASCIA.

7 REMOVE EXISTING FASCIA AND SOFFIT

8 REMOVE EXISTING FLASHING.

9 REMOVE EXISTING STEP FLASHING.

10 REMOVE…