Plans.pdf

PDF 17 MB Posted Jun 17, 2016

Attached to: FY16 Duluth AO Roof Replacement, Duluth, MN
Solicitation number: W911XK-16-R-0008
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

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Specifications.pdf	PDF	Jun 17, 2016
W911XK-16-R-0008.pdf	PDF	Jun 17, 2016

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BUILDING (APPROX. 112 SF ROOF SECTION).

INCLUDES ROOF REPAIR FOR THE VESSEL YARD GARAGE

RUBBER SLEEPER SUPPORTS. OPTION 1 REQUIRED WORK

DRAIN AND REPLACING ALL HVAC TIMBER BLOCKING WITH

INSULATION REPLACEMENT, INSTALLATION OF A NEW ROOF

ROOF PENETRATION REPAIRS (18), ALL ROOF DUCT PIPE

(INCLUDING WALKING TREAD), REMOVAL OF DIFFUSERS (5),

LIMITED TO, EPDM ROOF MEMBRANE REPLACEMENT

OFFICE AND VISITOR'S CENTER INCLUDES, BUT IS NOT

4. CONTRACT BASE REQUIRED WORK FOR DULUTH AREA

IAW 2016 EDITION MNDOT 2575 AND 3878.

ALL WORK ITEMS. LAWN AREA SHALL BE REPAIRED WITH SOD

BE RESTORED TO ORIGINAL STATE UPON COMPLETION OF

3. SIDEWALKS, PARKING LOT AND LANDSCAPED AREAS SHALL

FIELD DIMENSIONS PRIOR TO START OF DEMOLITION.

INFORMATION ONLY (FIO). CONTRACTOR SHALL VERIFY ALL

ALL DIMENSIONS INDICATED ARE APPROXIMATE AND FOR 2.

01 35 13.10 "SPECIAL PROJECT PROCEDURES" SECTION 1.4.

SHALL BE SECTIONED OFF FROM PUBLIC ACCESS. SEE SPEC.

RESTRICTED AREAS ON THE PROPERTY. ALL WORK AREAS

C.O.R. FOR IDENTIFYING ADDITIONAL UNRESTRICTED AND

CENTER SITE. ARRANGEMENTS SHALL BE MADE WITH THE

PARKING IS PROHIBITED ON THE AREA OFFICE AND VISITOR

SHEET RR101 AND RR102 FOR LOCATIONS). CONTRACTOR

INDICATED FOR MATERIAL AND EQUIPMENT STAGING (SEE

1. CONTRACTOR SHALL UTILIZE THE DESIGNATED WORK AREAS

GENERAL NOTES:

ATIKOKAN

GRAND MARAIS

ISLE

ROYALE

POINT ISABELLE

TRAVERSE POINT

LANSEONTONAGON

ASHLANDSUPERIOR

FLORENCE

MENOMINEE

ST. CLOUD

DULUTH

TWO

HARBORS

ONTARIO

MINNESOTA

WISCONSIN

MICHIGAN

STATUTE MILES

25 0 25 50 75 100

LOCATION

PROJECT

I-

R O

U T E

R O

U T E

R O

U T E

S U P E

B A

LOCATION

PROJECT

SHEET INDEX

SHEET NUMBER DESCRIPTION SHEET ID

THIER EMPLOYMENT AS REQUIRED BY ER 1110-1-8152

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF

PHILLIP C. ROSS P.E., CHIEF ENGINEERING & CONSTRUCTION OFFICE

NICHOLAS J. ZAGER P.E., CHIEF GEOTECH & STRUCTURES BRANCH

GI001

WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH

MICHAEL K. O'BRYAN P.E., CHIEF ENGINEERING & TECHNICAL SERVICES

D S

F Y

G I0

.d g n

GI001

RA201

AD101

AS10106

AS501

10th street

s. lake ave minnesota ave

9th Street

8th street

S . L

A K

E A

V E

STREET

C A

N A

L P

A R

K D

STREETE.

MORSE

8T H

STREET

9T H

STREET

S . L

A K

E A

V E

N E S

O T

A A

V E

SCALE: 1"=20'

LOCATION

PROJECT

AREA OFFICE

LOCATION

PROJECT

VESSEL YARD

RM101

GR80102

DULUTH, MN 55802

901 MINNESOTA AVE

& VESSEL YARD

DULUTH, MN 55808

600 S. LAKE AVE.

DULUTH AREA OFFICE

U.S. ARMY CORPS OF ENGINEERS

09 RR101

STEVEN J. BROSSART P.E., CHIEF DULUTH AREA OFFICE

LOCATION MAP

VICINITY MAP

SUPERIOR

LAKE

S T .L

O U

A Y

SUPERIOR

CITY OF

DULUTH

CITY OF

S . L

A K

A V

PROJECT AREA MAP

A N

D P

R O J E

C T A

R E

A M

A P

S L

O C

A T

COVER SHEET, LOCATION, VICINITY AND PROJECT AREA MAPS

MINNESOTA

STATE OF

WISCONSIN

STATE OF

DULUTH

ENTRY

S . L

A K

E A

V E

SUPERIOR

LAKE

SUPERIOR

LAKE

BASIN

HARBOR

DULUTH

BASIN

HARBOR

DULUTH

10 RR102

EXISTING BUILDING ELEVATIONS

AREA OFFICE ROOF DEMOLITION PLAN

AD102

VESSEL YARD GARAGE REAL ESTATE PLAN

SITE PHOTOGRAPHS

VESSEL YARD GARAGE ROOF REPAIR AREA (OPTION 1)

AREA OFFICE AND VISITOR'S CENTER REQUIRED WORK

DULUTH, MN

VESSEL YARD ROOF REPAIR

ROOF REPLACEMENT &

FY16 DULUTH AREA OFFICE

REFERENCE INDEX

11 D.S. 8010/3-10

AREA OFFICE BUILDING ROOF STRUCTURAL PLAN

AREA OFFICE BUILDING SECTIONS

ROOF DRAIN AND DUCT INSULATION INSTALLATON DETAILS

AO ROOF LAYOUT AND WALKING PAD PLACEMENT PLAN

D.S. 8010/3-10

STRUCTURAL FRAMING PLANS & NOTES LS1-P-78/14

STRUCTURAL ROOF FRAMING PLANS & DETAILS LS1-P-78/53

ARCHITECTURAL WALL AND CROSS SECTIONS LS1-P-78/8

ARCHITECTURAL ROOF REFLECTIVE CEILING PLAN LS1-P-78/40

ARCHITECTURAL WALL & STAIR DETAILS LS1-P-78/48

DAO OFFICE ROOF REPAIRS

AREA OFFICE AND VISITOR'S CENTER REAL ESTATE PLAN

STEVEN J. BROSSART /S/

NICHOLAS J. ZAGER /S/

WILLIAM D. MERTE /S/

PHILLIP C. ROSS /S/

C E

R T

D R

E A

D Y T

O A

D V

E R

E J

U N

G R

JOHN ALLIS /S/ FOR

S O

A T

N N

E N

A M

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C K

D B

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N E

D B

D E

S C

2 3

4 5

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B M

T E

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C A

L E

P L

O T D

A T

D A

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M A

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D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

R P

O F

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a lu e n g in e e r in g

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-R -0

R A

Detroit District of Engineers

US Army Corps

D E

N O

-J

U N -2

C O

E S R

E V

G R

N .Z

R O

O F R

E P

L A

C E

M E

N T

F Y D

U L

U T

H A

R E

A O

F F

E D

U L

U T

M N

S T L

O U

N T

P R

O J E

C T K

K O

F F /P

R E -D

E S

C O

E S R

E V

W F

E B

G R

C E

R T

D F

A L

M A

9th Street

10th street

s. lake ave

8th street minnesota ave lake street

e. morse street canal park dr.

FROM LEFT TO RIGHT: VISITOR'S CENTER, ATRIUM AND AREA OFFICE

AREA OFFICE HVAC SYSTEM, FACING SOUTHWEST

EXISTNG ROOF MATERIAL LEFT TO RIGHT. TAR MEMBRANE, PERLITE AND FOAM INSULATION

VISITOR'S CENTER MAIN ENTRANCE, FACING WEST THIRD LEVEL CEILING JOIST AND ROOF SYSTEM

SHEET "AD101" FOR PHOTO LOCATIONS WITH DIRECTION.

NOT UTILIZE PHOTOGRAPHS FOR ESTIMATING AND QUANTIFYING MATERIAL. SEE

NOTES: PHOTOGRAPHS ARE FOR INFORMATION ONLY (FIO). CONTRACTOR SHALL

GR801

E P

H O

T O

G R

A P

H S

G R

.d g n

U N

G R

C E

R T

D R

E A

D Y T

O A

D V

E R

S O

A T

N N

E N

A M

D W

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C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

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U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

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D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-R -0

R A

Detroit District of Engineers

US Army Corps

D E

N O

-J

U N -2

C O

E S R

E V

G R

N .Z

R O

O F R

E P

L A

C E

M E

N T

F Y D

U L

U T

H A

R E

A O

F F

E D

U L

U T

M N

S T L

O U

N T

P R

O J E

C T K

K O

F F /P

R E -D

E S

C O

E S R

E V

W F

E B

G R

C E

R T

D F

A L

M A

4 5

SURE-SEAL EPDM WALKWAY PADS OR APPROVED EQUAL REQUIREMENTS.

NOTE: WALKWAY PAD PRODUCT (BLACK) SHALL CONFORM TO CARLISLE

RM101

G R

M .d g n

LADDER

A N

D W

A L

K W

A Y P

A D P

L A

C E

M E

N T P

L A

N A

R E

A O

F F

E E

G R

O O

F L

A Y

O U

6" RETURN DUCT DN

U N

G R

C E

R T

D R

E A

D Y T

O A

D V

E R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-R -0

R A

Detroit District of Engineers

US Army Corps

D E

N O

-J

U N -2

C O

E S R

E V

G R

N .Z

R O

O F R

E P

L A

C E

M E

N T

F Y D

U L

U T

H A

R E

A O

F F

E D

U L

U T

M N

S T L

O U

N T

P R

O J E

C T K

K O

F F /P

R E -D

E S

C O

E S R

E V

W F

E B

G R

C E

R T

D F

A L

M A

(ON ROOF)

ERU-2

(ON ROOF)

ERU-1

8" SUPPLY DUCT DN

8" RETURN DUCT DN

10" RETURN DUCT DN

8" SUPPLY DUCT DN

8" RETURN DUCT DN 10" RETURN DUCT DN

12" RETURN

S U

P P

C T1

S U

P P

C T

S U

P P

C T

R E

T U

C T

10" SUPPLY DUCT

12" RETURN DUCT

8" RETURN DUCT

10" RETURN DUCT

12" SUPPLY DUCT

8" SUPPLY DUCT

10" SUPPLY DUCT

10" RETURN DUCT

12" SUPPLY DUCT

8" RETURN DUCT

10" SUPPLY DUCT DN

10" RETURN DUCT 1

R E

T U

C T

10" SUPPLY DUCT DN

ACC-1ACC-2

(TYP.)

SKYLIGHT

(TYP.)

DIFFUSERS

AIR

HATCH

ACCESS

SCALE: N/A

EPDM RUBBER WALKWAY PADS

AND REQ'D EPDM WALKWAY PAD PLACEMENT PLAN

AREA OFFICE EXISTING MECHANICAL EQUIPMENT LAYOUT

SCALE: 3/16"=1'

LEGEND

DUCT PENETRATION (20 TOTAL)

AIR DIFFUSERS (5 TOTAL)

30" X 30" EPDM (BLACK) WALKWAY PAD

DETERMINED BY THE CONTRACTING OFFICER.

INCLUDES EXCESS FOR FUTURE REPAIRS OR ADDITIONAL ROOF COVERAGE

NECESSARY. APPROXIMATELY 200 LF OF PADDING IS REQUIRED WHICH

ROOF MEMBRANE INSTALLATION AND CUT TO FIT AROUND ALL EQUIPMENT

4. EPDM WALKWY PADS SHALL BE PLACED IMMEDIATELY FOLLOWING NEW

SYSTEMS".

SPECIFICATION SECTION 23 07 00 "THERMAL INSULATION FOR MECHANICAL

INSULATION, JACKETING AND ELBOWS. SEE DETAIL SHEET AS501 AND

3. REQUIRED WORK INCLUDES REPLACEMENT OF ALL ROOF DUCT PIPING

PARAMETERS.

MANUFACTURER RECOMMENDATIONS TO COMPLY WITH DESIGN

ORIGINAL OPERATIONAL STATE BY RESTARTING ALL EQUIPMENT PER

CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING SYSTEM BACK TO

EQUIPMENT UPON RE-INSTALLATION OF THE ROOF MEMBRANE, THE

FOR ALL NECESSARY DISASSEMBLY AND REASSEMBLY OF HVAC 2.

TO SCALE OR ALL INCLUSIVE.

MECHANICAL HVAC AND ROOF APPURTENANCES ARE NOT 1.

NOTES:

RA201

E X

G B

G E

L E

V A

N S

8'-6"

8'-0"

R A .d g n

U N

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C E

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D R

E A

D Y T

O A

D V

E R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-R -0

R A

Detroit District of Engineers

US Army Corps

D E

N O

-J

U N -2

C O

E S R

E V

G R

N .Z

R O

O F R

E P

L A

C E

M E

N T

F Y D

U L

U T

H A

R E

A O

F F

E D

U L

U T

M N

S T L

O U

N T

P R

O J E

C T K

K O

F F /P

R E -D

E S

C O

E S R

E V

W F

E B

G R

C E

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D F

A L

M A

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

TOP OF COPING

FIN. GR.

MAIN OFFICE

ATRIUM

MUSEUM AND VISITOR'S CENTER

(NW CORNER OF BLDG.)

CEILING AND ROOF REPAIR AREA

DULUTH AREA OFFICE & VISITOR'S CENTER SOUTH ELEVATION LOOKING NORTH

VESSEL YARD GARAGE REAR ELEVATION LOOKING EAST

"=1'8

SCALE:

"=1'16

SCALE:

REQUIREMENTS" FOR PROJECT FALL PROTECTION REQUIREMENTS.

MEMBERS AND HVAC SYSTEM COMPONENTS. SEE SPEC. SECTION 01 35 26 "GOVERNMENTAL SAFETY OF ROOF CONSTRUCTION. ANCHORAGE POINTS ARE NOT ALLOWED FOR ALL NON-STRUCTURAL ROOF

WORK. CONTRACTOR SHALL DETERMINE SAFE TIE-OFF ANCHORAGE POINTS PRIOR TO START

NOTE: CONTRACTOR FALL PROTECTION IS REQUIRED AT ALL TIMES DURING ROOF CONSTRUCTION

FOR REPLACMENT DETAIL.

PIPING LAYOUT AND SHEET AS501

REMOVED. SEE SHEET RM101 FOR

JACKETING AND ELBOWS SHALL BE

ALL DUCTING INSULATION INCLUDING

NOTE:

REMOVE ALL ROOF LAYERS DOWN TO THE WOOD ROOF DECKING.

NOTE:

AD101

A R

E A O

F F

E R

O O

F D

E M

O L

N P

L A

U N

G R

C E

R T

D R

E A

D Y T

O A

D V

E R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

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D E

S C

C O

N T

R A

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-R -0

R A

Detroit District of Engineers

US Army Corps

D E

N O

-J

U N -2

C O

E S R

E V

G R

N .Z

R O

O F R

E P

L A

C E

M E

N T

F Y D

U L

U T

H A

R E

A O

F F

E D

U L

U T

M N

S T L

O U

N T

P R

O J E

C T K

K O

F F /P

R E -D

E S

C O

E S R

E V

W F

E B

G R

C E

R T

D F

A L

M A

38'-0"

11'-0"

38'-0"

22'-0"

42'-0"

19'-1 1/4 "

24'-0"R

25'-0"

72'-0"

A D

.d g n

NOTE: A TAR LAYER EXISTS EVERY 2" WITHIN THE POLY INSULATION

P-GRAVEL

SURFACE

EXISTING

(REMOVE)

TAR MEMBRANE (1")

(REMOVE) BLACK

INSULATION (1")

(REMOVE) PERLITE

VC & ATRIUM HAVE METAL DECKING

(REMAIN) WOOD DECK (AO ROOF ONLY)

(REMAIN) WOOD JOIST MEMBERS

ROOF INSULATION (6")

POLYISOCYANURATE

(REMOVE)

EXISTING ROOF MATERIAL (TYP.)

(REMOVE) VAPOR RETARDER

LEGEND

BUILDING NAME

AREA OFFICE

ATRIUM

ENTRANCE ROOF

VISITOR CENTER

HIGHER ROOF

VISITOR CENTER

LOWER ROOF

VISITOR CENTER

SQUARE FT.

APPROXIMATE

PHOTO WITH DIRECTION

REQ'D ROOF MEMBRANE DEMO AREA

(PATCH ROOF)

REMOVE AIR DIFFUSER (TYP.) (5)

6" DUCT PENETRATION (TYP.) (12)

10" DUCT PENETRATION (TYP.) (4)

(TYP.)

AIR DIFFUSER

(TYP.) (4)

8" DUCT PENETRATION

LEAD BASED PAINT (LBP) MATERIAL

EXTERIOR ROOF PARAPET

& VISITOR'S CENTER DEMOLITION PLAN (BASE)

DULUTH AREA OFFICE

INSULATION (TYP.)

EXISTING DUCTING

EXISTING AIR DIFFUSERS

ATRIUM

AREA OFFICE

UPPER ROOF

VISITORS CENTER

LOWER ROOF

VISITORS CENTER

LEAD PAINT

DAMAGED

E N

T R

A N

C E R

O O

F V

O R

S C

E N

T E

R S

(5) UPON REMOVAL.

6. ROOF SHALL BE REPAIRED AT EACH DIFFUSER LOCATIONS

DAILY. SEE SPEC. SECTION 02 41 00 "DEMOLITION".

5. ALL DEMO MATERIAL SHALL BE REMOVED FROM THE SITE

SYSTY MANUFACTURER'S REQUIREMENTS.

REPLACED WITH NEW MATERIAL CONFORMING TO EPDM

ASSOCIATED EXISTING BLOCK FOAM INSULATION SHALL BE 4.

IF APPROVED BY THE C.O.R.

ANCHORAGE POINTS ARE PERMITTED TO BE LEFT IN PLACE

REQUIREMENTS" PAR. 1.2.5.1 FOR TIE-OFF INSTRUCTION.

SEE SPEC. SECTION 01 35 26 "GOVERNMENTAL SAFETY 3.

REQUIREMENTS" PAR. 3.1.3 FOR FURTHER GUIDANCE.

SPEC. SECTION 01 35 26 "GOVERNMENT SAFETY

PAINT MATERIAL DURING ALL PHASES OF THE PROJECT. SEE

(SEE PHOTO 6). CONTRACTOR SHALL AVOID THIS DAMAGED

WALL OF THE AREA OFFICE BUILDING, BEHIND SHEET METAL

LEAD PAINT IS PRESENT ALONG THE EXTERIOR PARAPET 2.

PROJECT PROCEDURES" PAR. 1.4.

SUBMITTAL. SEE SPEC. SECTION 01 35 13.10 "SPECIAL

CONTRACTOR SHALL SUBMIT PLAN IN HVAC WORK PLAN

RELOCATION OF HVAC COMPONENTS IS REQUIRED,

MUCH AS POSSIBLE. WHERE TEMPORARY DISASSEMBLY AND

1. CONTRACTOR SHALL WORK AROUND ROOF EQUIPMENT AS

NOTES:

2.1.7 HVAC SYSTEM SUPPORTS.

SEE SPECIFICATION SECTION 07 54 19 EPDM RUBBER MEMBRANE ROOFING, PARAGRAPH

EQUAL REQUIREMENTS. A MINIMAL LOAD RATING OF 500 LBS PER UNIT IS REQUIRED.

NOTE: PRODUCT SHALL CONFORM TO MIFAB CXP, DURA-BLOK DBP OR APPROVED

75 SF) AS APPROVED BY THE COR.

IN CONFIGURATION STYLE AND COLOR (APPROX.

ACCESS HATCH TO MATCH EXISTING SHEETING

NOTE: REPLACE RED SHEETING AROUND ROOF

REQUIRMENTS AND MEET WARRANTY CRITERIA.

4. NEW ROOF SYSTEM AND MATERIAL SHALL CONFORM TO MANUFACTURER

PAD INFORMATION AND LOCATIONS.

(CARLISLE SURE-SEAL OR APPROVED EQUAL). SEE SHEET RM101 FOR

OF THE ROOF IN ORDER TO PROTECT NEW EPDM RUBBER MEMBRANE

(BLACK) ARE REQUIRED TO BE INSALLED IN HIGH TRAFFIC AREAS

3. EPDM PRESSURE SENSATIVE MOLDED WALKWAY PADS

DIRECTION PERPENDICULAR TO UNDERLAIN SEAM.

WILL DRAIN OVER THE TOP OVERLAY SEAM IN

2. SEAMS SHALL BE LAYED OUT SUCH THAT WATER

LOCATED IN VALLEYS ALONG DRAINAGE PATHS.

1. NO LONGITUDINAL EPDM SEAMS ARE TO BE

NOTES:

FINISHED ROOF MEMBRANE SURFACE.

3. RE-ASSEMBLED ROOF HVAC EQUIPMENT SHALL MATCH EXISTING HEIGHT ABOVE

PARAGRAPH 1.2.5.1 ANCHORAGE POINTS.

SPECIFICATION SECTION 01 35 26 GOVERNMENT SAFETY REQUIREMENTS

REQUIRED TO BE INSTALLED THROUGHOUT ALL ROOF SURFACE. SEE

2. PERMANENT FALL PROTECTION TIE OFF ANCHORAGE POINTS ARE

REQUIREMENTS.

(6"-10" DIAMETER).SEE SHEET AS501 DETAIL "2" FOR REPLACEMENT

1. ALL DUCT PIPING DOWN PENETRATIONS SHALL BE REPLACED

NOTES:

LF10 2" x 4" LF64 6" x 6" LF132 4" x 4" LF93 4" x 6"

LENGTHSIZE

NOTE: APPROX. EXISTING TIMBER SLEEPER SUPPORT QTY'S ARE AS FOLLOWS:

LEGEND

DESIGN.

ROOF. SEE "A" FOR EXAMPLE

THROUGHOUT AREA OFFICE

ROOFTOP SLEEPER SUPPORTS

REPLACED WITH RUBBER

BLOCKING SHALL BE

EXISTING WOOD TIMBER

VISITOR'S CENTER ROOF EQUIPMENT

ASSOCIATE INSULATION AND FLASHING

90 MIL EPDM RUBBER MEMBRANE WITH

AS101

R E

Q U

E D W

O R

K A

R E

A O

F F

E A

N D V

O R

S C

E N

T E

A S .d g n

U N

G R

C E

R T

D R

E A

D Y T

O A

D V

E R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-R -0

R A

Detroit District of Engineers

US Army Corps

D E

N O

-J

U N -2

C O

E S R

E V

G R

N .Z

R O

O F R

E P

L A

C E

M E

N T

F Y D

U L

U T

H A

R E

A O

F F

E D

U L

U T

M N

S T L

O U

N T

P R

O J E

C T K

K O

F F /P

R E -D

E S

C O

E S R

E V

W F

E B

G R

C E

R T

D F

A L

M A

BONDING ADHESIVE

EPDM SEAM TAPE

(BLACK)

ROOF MEMBRANE

90 MIL EPDM

SYSTEM REQUIREMENTS)

(CONFORMING TO EPDM

ROOF INSULATION

SYSTEM REQUIREMENTS)

(CONFORMING TO EPDM

VAPOR BARRIER

REQ'D NEW ROOF SYSTEM (TYP.)

SCALE: N/A

RUBBER SLEEPER SUPPORTS

FLAG POLE

ROOF DRAIN

EXISTING

CONNECTION

ROOF DRAIN

REQ'D NEW

ROOF DRAIN

REQ'D NEW

DULUTH AO ROOF LOOKING EAST

CENTER ROOF REPLACEMENT PLAN

REQ'D AREA OFFICE & VISITOR'S

REQ'D ACCESS HATCH SHEETING REPLACEMENT

SKYLIGHT (TYP.)

(TYP.)

PENETRATION

DOWN

ROOF DUCT

REPLACE

"=1'8

SCALE:

AS501

AD102

84'-0"

2'-0"

68'-0"2'-6"13'-0"2'-6"

(O P

V E

S S

E L Y

A R

D G

A R

A G

E R

O O

F R

E P

R E

A D

.d g n

U N

G R

C E

R T

D R

E A

D Y T

O A

D V

E R

E S

O L

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-R -0

R A

Detroit District of Engineers

US Army Corps

D E

N O

-J

U N -2

C O

E S R

E V

G R

N .Z

R O

O F R

E P

L A

C E

M E

N T

F Y D

U L

U T

H A

R E

A O

F F

E D

U L

U T

M N

S T L

O U

N T

P R

O J E

C T K

K O

F F /P

R E -D

E S

C O

E S R

E V

W F

E B

G R

C E

R T

D F

A L

M A

84ft-0in

REPAIR SHOP

WASH RACK

CAR STORAGE

SURVEY STORAGE

EPDM RUBBER MEMBRAINE (1/4")

PLYWOOD (3/4")

")2

FOAM INSULATION (1

WOOD DECKING (1")

2"X12" WOOD CEILING JOISTS

CEILING PARTICLE BOARD (1/2")INSULATION (BLOWN-IN) TYP

REQ'D VESSEL YARD ROOF REPAIR (OPTION 1)

THIS CONTRACT.

THE C.O.R. FOR PERMITTED PARKING FOR

CONTRACTOR SHALL COORDINATE WITH

NOTE: CONTRACTOR PARKING ON SITE IS LIMITED.

SHALL EXERCISE EXTREME CAUTION DURING REPAIR WORK.

3. STABILITY OF ROOF SUPPORTS IN AREA OF REPAIR IS UNKNOWN. CONTRACTOR

AREA DURING DEMOLITION OF DAMAGED ROOF MATERIAL.

2. CONTRACTOR SHALL REMOVE EXISTING ELECTRICAL LIGHT FIXTURE IN THIS

AND ROOF STRUCTURE TO THE EXISTING ADJACENT SYSTEM.

AND CEILING PARTICLE BOARD. THE CONTRACTOR SHALL MATCH NEW CEILING

WOOD DECKING, (5) 2"X12" WOOD CEILING JOISTS, INSULATION (BLOWN-IN)

WHICH INCLUDE EPDM RUBBER MEMBRANE, PLYWOOD, FOAM INSULATION,

1. REMOVE AND REPLACE ALL MATERIALS IN THE DESIGNATED REPAIR AREA

NOTE:

H S

T R

E E

MINNESOTA AVE.

DEMOLITION AND REQUIRED WORK PLAN (OPTION 1)

SURVEY STORAGE DAMAGE PHOTO

(112 SF)

14'X8' SECTION

APPROXIMATELY

REPAIR AREA

(120 SF)

STAGING AREA

CONTRACTOR

AUTHORIZED

"=1'16

SCALE:

LEGEND

PHOTO WITH DIRECTION

SCALE: 1/2"=1'

EXISTING 6"-10" DIAMETER PENETRATIONS(TYP.)

REQ'D DUCT THRU ROOF REPLACEMENT DETAIL FOR

SHEETMETAL DUCT WITH INSULATION

S.S. FASTENERS

1-1/2 X 1-1/2 DUCT

FLASHING, ETC. BY M.C.

ROOF CONSTRUCTION

SEALED WEATHER TIGHT

CONTINUOUS SOLDER JOINT

COUNTER FLASHING BY M.C.

18 GA. GALAVANIZED STEEL

SUPPORTS BY M.C.

2X4 TREATED WOOD CURB

SCALE: N/A

AS501

REQ'D DUCT INSULATION REPLACEMENT (TYP.)

5'-0"

EXISTING MAIN SUPPLY DUCT

AS501

FLOW

A S .d g n

R O

O F D

R A

N D D

U C

T I

N S

U L

A T

N I

N S

T A

L L

A T

N D

E T

U N

C E

R T

D R

E A

D Y T

O A

D V

E R

E G

R S

O L

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-R -0

R A

Detroit District of Engineers

US Army Corps

D E

N O

-J

U N -2

C O

E S R

E V

G R

N .Z

R O

O F R

E P

L A

C E

M E

N T

F Y D

U L

U T

H A

R E

A O

F F

E D

U L

U T

M N

S T L

O U

N T

P R

O J E

C T K

K O

F F /P

R E -D

E S

C O

E S R

E V

W F

E B

G R

C E

R T

D F

A L

M A

ROOF MATERIAL

WOOD DECKING

EXISTING DRAIN PIPE

ROOF DECKING.

BETWEEN CEILING JOISTS, BENEATH

CONNECTING PIPE RUNS PARALLEL

BY DRAIN SIZE

DIAMETER DETERMINED

REQ'D DRAIN PIPE

SCALE: N/A

ON EXISTING DRAIN PIPE

TO BE INSTALLED

REQ'D 90 DEGREE "T"

(DO NOT CUT)

CEILING JOIST MEMBER

EXISTING WOOD

COMPRESSION RING

REQ'D OVERFLOW DRAIN INSTALLATION

PREFORMED ALUMINUM ELBOW

STRAIN BASKET

CAST IRON

31 6 12210

LENGTH (FT)DIAMETER (IN)

ERU 2

70 6 23 8 10 12

LENGTH (FT)DIAMETER (IN)

ERU 1

NOTE: APPROXIMATE ROOF DUCT QTY'S ARE AS FOLLOWS:

AROUND ROOF PIPING DUCT

PROTECTIVE JACKETING

EMBOSSED ALUMINUM

WITH 0.016" STUCCO

INSULATION WRAP COVERED

2" THICK FIBERGLASS

EXISTING DIFFUSER

SHOWN FOR CLARITY)

PIPE (SUMP AROUND DRAIN NOT

ASSEMBLY SIZED FOR EXISTING DRAIN

REPLACE EXISTING DRAIN WITH NEW

FOR CLARITY)

(SUMP AROUND DRAIN NOT SHOWN

REQ'D NEW OVERFLOW DRAIN

NOTE: DRAIN AND PIPE DIAMETER SHALL MATCH EXISTING DRAIN.

AS501

TOWER

NORTH PIER

CHANNEL LINE

SCALE: 1"=20'

RR-101

10SHEET OF

R E

A L E

S T

A T

E P

L A

AND VISITOR CENTER

DULUTH AREA OFFICE

PARKING

CANAL

AVE.

A V

C A

LAWN

WALK

W A L

LANDSCAPE

A E

R I

I D

G E

DULUTH ENTRY

LIMITS OF STAGING AREAS

ATIKOKAN

GRAND MARAIS

ISLE

ROYALE

POINT ISABELLE

TRAVERSE POINT

LANSEONTONAGON

ASHLANDSUPERIOR

FLORENCE

MENOMINEE

ST. CLOUD

DULUTH

TWO

HARBORS

ONTARIO

MINNESOTA

WISCONSIN

MICHIGAN

LOCATION

PROJECT

LOCATION MAP

A R

E A O

F F

E A

N D V

O R 'S C

E N

T E

AREA OFFICE AND VISITORS CENTER REAL ESTATE PLAN

R R

.d g n

UNIT

CHILLER

(180 SF)

OPTION 2

STAGING AREA

(330 SF)

OPTION 1

STAGING AREA

AT ALL TIMES.

STAGING AREAS SHALL REMAIN ISOLATED FROM PUBLIC ACCESS

DEBRIS AT ALL TIMES TO AVOID IMPEDING ON TRAFFIC. BOTH

SHALL ENSURE THE SIDEWALK IS CLEAR OF MATERIAL AND

SIDEWALK WITH HEAVY PEDESTRIAN TRAFFIC. CONTRACTOR

NOTE: STAGING AREA OPTION 2 IS LOCATED ALONG A PUBLIC

G R

C E

R T

D R

E A

D Y T

O A

D V

E R

U N

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

X K -1

-B -0

-J

U N -2

P R

O S

N .Z

G .R

A Y

E .B

R O

O F R

E P

L A

C E

M E

N T

F Y D

U L

U T

H A

R E

A O

F F

E D

U L

U T

M N

S T L

O U

N T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

Detroit District of Engineers

US Army Corps

G R

C O

E S R

E V

N O

D E

E B

C O

E S R

E V

O J E

C T K

K O

F F /P

R E -D

E S

RR-102

10SHEET OF

R E

A L E

S T

A T

E P

L A

REAL ESTATE PLAN

V E

S S

E L Y

A R

D G

A R

A G

ATIKOKAN

GRAND MARAIS

ISLE

ROYALE

POINT ISABELLE

TRAVERSE POINT

LANSEONTONAGON

ASHLANDSUPERIOR

FLORENCE

MENOMINEE

ST. CLOUD

DULUTH

TWO

HARBORS

ONTARIO

MINNESOTA

WISCONSIN

MICHIGAN

LOCATION

PROJECT

LOCATION MAP

BASIN

HARBOR

DULUTH

AREA

PARKING

CONCRETE

LAWN

M I N

N E

S O

9TH STREET

GARAGE

WAREHOUSE

SHOP

WELDING

MACHINE SHOP

DWELLING

NORTH PIER

SOUTH PIER

YARD

VESSEL

DULUTH

YARD SLIP

VESSEL

DULUTH

VESSEL YARD GARAGE

R R

.d g n

T E

M P

O R

N T

R A

C T

R K I

E A

T E

M P

O R

N T

R A

C T

R K I

E A

SCALE: 1"=20' NOTE: SEE SHEET AD102 FOR CONTRACTOR STAGING AREA LOCATION FOR OPTION 1 WORK.

G R

C E

R T

D R

E A

D Y T

O A

D V

E R

E J

U N

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P 'S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

X K -1

-B -0

-J

U N -2

P R

O S

N .Z

G .R

A Y

E .B

R O

O F R

E P

L A

C E

M E

N T

F Y D

U L

U T

H A

R E

A O

F F

E D

U L

U T

M N

S T L

O U

N T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

Detroit District of Engineers

US Army Corps

G R

C O

E S R

E V

N O

D E

E B

C O

E S R

E V

O J E

C T K

K O

F F /P

R E -D

E S

Reference Drawings.pdf
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File details come from the government source that posted it. Updated Nov 14, 2017.