MDOC Alger CF Roof Replacements 472-25266.JBB_DRAWINGS 100%.pdf

PDF 1 MB Posted Apr 17, 2026

Attached to: 472/25266. JBB; Alger CF - Roof Replacement
Solicitation number: RFQ 171 260000000223 2
Issued by: Alger County, Michigan

About this file

Written by GovTribe AI · Apr 20, 2026

This is a design and construction document package issued by the State of Michigan Department of Technology, Management and Budget, State Facilities Administration, for roof replacement work at the MDOC Alger Correctional Facility located in Wetmore, Michigan. The project involves roof replacements for two structures: the 300 Building with an existing area of 23,592 square feet and the Spruce Housing Unit with an existing area of 14,315 square feet. The work scope includes removal of existing roofing membranes down to the insulation layer, inspection of existing insulation, installation of new 60-mil multi-ply fully-adhered EPDM roofing membrane, replacement of roof drains with new cast iron units, remedial repairs to existing roof penetrations, and installation of new metal flashings and counterflashings. The project must comply with the 2021 Michigan Building Code, 2021 Michigan Rehabilitation Code, 2012 NFPA Life Safety Code, and applicable mechanical, plumbing, and electrical codes. The drawings indicate the project reached 50 percent owner review on December 18, 2025, 90 percent owner review on February 6, 2026, and 100 percent owner review on February 27, 2026, with the bidding phase initiated on March 20, 2026. All existing mechanical and plumbing vents, roof access features, HVAC equipment, exhaust vents, electrical conduit, and satellite dish installations are to remain operational and in place during construction, with coordination required to temporarily disconnect and reconnect equipment as necessary.

The project specifications require that the installing contractor be a QA Master Contractor certified by the roofing membrane manufacturer and include provisions for proper drainage maintenance, temporary weather protection to maintain occupied building conditions, field verification of all dimensions and existing conditions, coordination with facility ownership for dumpster placement and staging areas, and daily removal of roof debris. All existing roof drain systems must remain fully operational throughout the re-roofing process, and the contractor is responsible for ensuring proper storage of materials intended for reuse, with replacement at no cost to the owner for any missing or damaged items. The design and construction package indicates this is a state-funded renovation project with work to be performed under Michigan construction code authority with the Bureau of Construction Codes and Bureau of Fire Services as the authority having jurisdiction.

View the file

Other files

File	Type	Posted
Service Disabled Veteran Owned Business Info Sheet 2025.pdf	PDF	Apr 17, 2026
LEIN Request 25266.pdf	PDF	Apr 17, 2026
472-25266.JBB_DTMB0414 Construction Addendum #1_ISSUED_2026.04.17.pdf	PDF	Apr 17, 2026
DTMB0415 Advertisment_472-25266.JBB_Alger CF Roof Replacements.pdf	PDF	Apr 17, 2026
MDOC Alger CF Roof Replacements 472-25266.JBB_SPEC 100%.pdf	PDF	Apr 17, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

FILE NO.: 472/25266.JBB

ACCOUNTING TEMPLATES:

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ADAM P. LACH, RA, DIRECTOR

CODE INFORMATION

PROJECT NAME:

AUTHORITY HAVING

JURISDICTION (AHJ):

GOVERNING CODE:

OCCUPANCY TYPE:

CONSTRUCTION TYPE:

RENOVATION (W0RK) AREA:

TOTAL EXISTING BUILDING AREA:

DOC / ALGER CORRECTIONAL FACILITY, ROOF REPLACEMENTS, WETMORE, MICHIGAN

STATE OF MICHIGAN BUREAU OF CONSTRUCTION CODES AND BUREAU OF FIRE SERVICES

• 2021 MICHIGAN BUILDING CODE (2021 IBC AMENDED)

• 2021 MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS (2021 IEBC AMENDED)

• 2012 NFPA LIFE SAFETY CODE PLUS MICHIGAN AMENDMENTS (2012 NFPA 101 AMENDED)

• 2021 MICHIGAN MECHANICAL CODE (2021 IMC AMENDED)

• 2021 MICHIGAN PLUMBING CODE (2021 IPC AMENDED)

• 2023 MICHIGAN ELECTRICAL CODE (2023 NFPA 70 AMENDED)

• 2021 MICHIGAN ENERGY CODE (2021 IECC AMENDED)

300 BUILDING = I - 3, INSTITUTIONAL, CONDITION 2

SPRUCE HOUSING UNIT = I - 3, INSTITUTIONAL, CONDITION 4

300 BUILDING = MBC TYPE II-B / NFPA TYPE II (000), NON-SPRINKLERED (EXISTING)

SPRUCE HOUSING UNIT = MBC TYPE II-B / NFPA TYPE II (000), NON-SPRINKLERED (EXISTING)

300 BUILDING = N/A (REPLACE EXISTING ROOF)

SPRUCE HOUSING UNIT = N/A (REPLACE EXISTING ROOF)

300 BUILDING = 23,592 SF

SPRUCE HOUSING UNIT = 14,315 SF

CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF

THE GOVERNING CODES AND ALL APPLICABLE REFERENCES TO

OTHER CODES AND STANDARDS. THE MORE RESTRICTIVE PROVISION

SHALL GOVERN WHERE APPLICABLE CODE REQIRMENTS DIFFER.

THIS IS NOT A COMPLETE OR COMPREHENSIVE LIST OF ALL CODE

REQUIREMENTS FOR THE SCOPE OF WORK. THE FOLLOWING IS ONLY

A SUMMERY OF SELECT CODE SECTIONS CONSIDERED RELEVENT TO

GUIDE THE DESIGN OF THE PROJECT.

CHAPTER APPLICATION / REQUIREMENT SUPPORT / NOTES / CALCULATIONS

IEBC Chapter 6 Classification of Work

Alteration - Level 1 Section 603

REFERENCE

Chapter 7 shall apply. 300 Building - Roof Replacement Spruce Housing Unit - Roof Replacement

IEBC Chapter 7 Fire Protection Section 703

Renovation shall maintain the current level of fire protection provided.

300 Building - Existing building does contain a fire protection system.

Spruce Housing Unit - Existing building does contain a fire protection system.

Reroofing Section 705

Roof shall meet Section 705.1 including Sections of MBC Chapter 15 and other applicable Sections of Chapter 15.

300 Building - Existing building does provide overflow scuppers, as well as roof drains.

Spruce Housing Unit - Existing building does provide overflow scuppers, as well as roof drains.

33 G5

30 65

17 139

55 52

32 180

14 12

CEDARVILLE

HESSEL

WHITEFISH

POINT

SAULT

STE

MARIE

NATIONAL PARK

ISLE ROYALE

NORWAY

MARENISCO

WHITE PINE

BERGLAND

NEWBERRY

SILVER

CITY

BESSEMER

IRONWOOD

WAKEFIELD

GREEN BAY

GWINN

HERMANSVILLE

MENOMINEE

IRON MOUNTAIN

VULCAN

CASPIAN

TROUT

WATERSMEET

CREEK

CROSSING

MASS

CITY

BRUCE

ONTONAGON

ROCKLAND BARAGA

ARNHEIM

CRYSTAL

FALLS

ISHPEMING

MICHIGAMME

L'ANSE

AURA

SKANEE

MARQUETTE

NEGAUNEE

MANISTIQUE

ESCANABA

FAYETTE

GARDEN

MUNISING

CURTIS

CITY

GOULD

HARBOR

CALUMET

RIPLEYHOUGHTON

CHASSELL

HANCOCK

DELAWARE

LAKE

LINDEN

LAURIUM

EAGLE

HARBOR

COPPER

MACKINAC

ISLAND

IGNACE

INDIAN

RIVER

CHEBOYGAN

MACKINAW CITY

PELSTON

ONAWAY

GAYLORD

PETOSKEY

CHARLEVOIX

MANCELONA

KALKASKA

TRAVERSE

CITY

EMPIRE

ELBERTA

ARCADIA

MANISTEE

SCOTTVILLE

BALDWINLUDINGTON

SHELBY

BIG RAPIDS

MOUNT

PLEASANT

CADILLAC

GRAYLING

EAST

TAWAS

ROSCOMMON

LACHINE ALPENA

WOLVERINE

ATLANTA

ROGERS CITY

ALANSON

CROSS

VILLAGE

BOYNE CITY

BELLAIRE

JORDAN

EASTPORTNORTHPORT

LELAND

BUCKLEY

FIFE

LAKE

FRANKFORT

MESICK

MANTON

BEAR

LAKE

LILLEY

HESPERIA

WHITE

CLOUD

EVART

REMUS

MIDLAND

SAGINAW

BAY

CITY

HARRISVILLE

CURRAN

MIO

OSCODA

TAWAS CITY

WEST

BRANCH

STANDISH

GLADWIN

McBAIN

LAKE CITY

CLARE

CARO

TROUT LAKE

BREVORT

IRON RIVERBRULE

WASHBURN

POPLAR

ASHLAND

PORT WING BAYFIELD

ODARRAH

MELLEN

UPSON

HURLEY

GLIDDEN

PARK FALLS

CLAM LAKE

MERCER

PRESQUE

ISLE

LAND O'LAKES

EAGLE

RIVER

PHELPS

FLORENCE

NIAGRA

CRANDON

SUPERIOR

HAYWARD

MINONG

CABLE

SHELL LAKE

GRANTSBURG

BALSAM

LAKE BARRON

MENOMONIE

DURAND

ALMA

WHITEHALL

BLACK

RIVER

FALLS

SPARTA

LA CROSSE

FRIENDSHIP

MONTELLO

WAUTOMA

GREEN

LAKE

FOND DU LAC

OSHKOSH

APPLETON

DE PERE

GREEN BAY

KEWAUNEE

STURGEON BAY

MARINETTE

OCONTO

SHAWANO

KESHENA

WAUSAU

STEVENS

POINT

WAUPACA

RHINELANDERPHILIPS

MEDFORD

MERRILL

ANTIGO

EAU CLARE

LADYSMITH

THREE

LAKES

MICHIGAN

WISCONSIN

LAKE

MICHIGAN

LAKE

SUPERIOR

HURON

LAKE

100 PORTAGE STREET

HOUGHTON, MI 49931

P (906) 482-4810 F (906) 482-9799

1 2 3 4 5

U.P. ENGINEERS &

ARCHITECTS, INC.

2906 N. STEPHENSON AVE, SUITE 2

IRON MOUNTAIN, MI 49801

P (906) 779-0937 F (906) 779-0947

424 S. PINE ST.

ISHPEMING, MI 49849

P (906) 485-1011 F (906) 485-1013

1701 DUNLAP AVE., SUITE 8

MARINETTE, WI 54143

P (715) 732-4188 F (715) 732-4189

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

P (906) 635-0511 F (906) 635-0612

w w w .u pe a.

co m

B Y:

O R

N O.

: 7

/25

4.J

N O.

: 4

/25

6.J

-0

B- A lg er

C F

C oo le r-

Fr ee ze r a nd R oo f R ep la ce m en t\D w gs

\R oo f R ep la ce m en ts \3

B ui ld in g\

-0

_A lg er

C F

Bl dg

R oo f R ep la ce m en t_ R

.rv t

ROOF REPLACEMENTS

MDOC / ALGER CORRECTIONAL FACILITY

INDUSTRIAL PARK DRIVE, WETMORE, MI 49895

G001

COVER SHEET

/ A

E, W

, M

I 4

-0

R M

R R

M A

R M

F R

M D

O C

/ A

O R

PROJECT LOCATION

PROJECT VICINITY MAP

FILE NO. MDOC 472/25266.JBB

SHEET INDEX

NUMBER SHEET NAME

G001 COVER SHEET

G002 ABBREVIATIONS AND SYMBOLS

A100 300 BUILDING - DEMOLITION ROOF PLAN

A101 300 BUILDING - PROPOSED ROOF PLAN

A110 300 BUILDING - ROOF DETAILS

A200 SPRUCE HOUSING UNIT - DEMOLITION ROOF PLAN

A201 SPRUCE HOUSING UNIT - PROPOSED ROOF PLAN

A210 SPRUCE HOUSING UNIT - ROOF DETAILS

O W

/1 8/

O W

/0 6/

O W

/2 7/

/2 0/

A301

BUILDING SECTION

A301

WALL SECTION

A301

DETAIL SECTION

DETAIL NUMBER

SHEET NUMBER

A201

ELEVATION

ELEVTION

NUMBER

SHEET NUMBER

A301

CALLOUT

DETAIL NUMBER

SHEET NUMBER

1 TITLE

1/8" = 1'-0"

DETAIL NAMEDETAIL NUMBER

DETAIL SCALE

TAG

IDENTIFICATION

DOOR IDENTIFICATION NUMBER

WINDOW IDENTIFICATION NUMBER

OFFICE ROOM IDENTIFICATION NUMBERROOM NAME

ROOM NUMBER

SYMBOL IDENTIFICATION

1 2 3 4 5

B Y:

w w w .u pe a.

co m

O R

1 2 3 4 5

N O.

: 7

/25

N O.

: 4

/25

6.J

-0

B- A lg er

C F

C oo le r-

Fr ee ze r a nd R oo f R ep la ce m en t\D w gs

\R oo f R ep la ce m en ts \3

B ui ld in g\

-0

_A lg er

C F

Bl dg

R oo f R ep la ce m en t_ R

.rv t

G002

ABBREVIATIONS

AND SYMBOLS

/ A

E, W

, M

I 4

-0

R M

R R

M A

R M

F R

M D

O C

/ A

O R

ABBREVIATIONS

A/C AIR CONDITIONING

AB ANCHOR BOLT

AC ACOUSTIC/ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECT/ARCHITECTURAL

BBR BASEBOARD RADIATION

BD BOARD

BDRY BOUNDARY

BF BARRIER FREE

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

C/C CENTER TO CENTER

CA COMPRESSED AIR

CB CATCH BASIN

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CLT CLOSET

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CW COLD WATER

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DR DOOR

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

EP EPOXY

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXP EXPANSION

EXT EXTERIOR

EXTG EXISTING

FA FIRE ALARM

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FIN FINISHED

FLR FLOOR

FT FOOT OR FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GT GROUT

GWB GYPSUM WALL BOARD

HB HOSE BIBB

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HPDL HIGH PRESSURE DECORATIVE LAMINATE

HTR HEATER

HVAC HEATING / VENTILATION / AIR CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH/INCHES

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JC JANITOR CLOSET

JST JOIST

JT JOINT

KD KNOCKDOWN

KOP KNOCKOUT PANEL

KP KICKPLATE

LAM LAMINATE

LAV LAVATORY

LB POUND

LEV LEVEL

LF LINEAR FOOT/FEET

LL LIVE LOAD

LT LIGHT

LTG LIGHTING

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

O/O OUT TO OUT

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPG OPENING

OPP OPPOSITE

OSB OREIENTED STRAND BOARD

OZ OUNCE

PC PRECAST

PL PLATE

PLAM PLASTIC LAMINATE

PNL PANEL

PNT PAINT

PR PAIR

PREFIN PREFINISHED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PWD PLYWOOD

QT QUARRY TILE

QTY QUANTITY

R RADIUS

RC RESILIENT CHANNEL

RD ROOF DRAIN

REF REFRIDGERATOR

REINF REINFORCE

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

S SOUTH

S & V STAIN & VARNISH

SAN SANITARY

SCHED SCHEDULE

SF SQUARE FOOT/FEET

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SYS SYSTEM

TEL TELEPHONE

TEMP TEMPERATURE

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V VENT

VB VINYL BASE

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W/W WALL TO WALL

W_x_ WIDE FLANGE SECTION

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WWF WELDED WIRE FABRIC

CENTERLINE

# NUMBER

& AND

/ PER

@ AT

L ANGLE

x BY (AS IN 2x4)

± PLUS OR MINUS

Ø DIAMETER

O W

R A

D D

EXISTING RIDGE

1 1

8 8

DEMOLITION KEYNOTES -

REMOVE EXISTING ROOFING MEMBRANE DOWN TO INSULATION. INSPECT INSULATION

PRIOR TO INSTALLING NEW ROOFING MEMBRANE AND REPORT ANY SATURATED

INSULATION, DISCREPANCIES AND / OR CONFLICTS TO THE ARCHTECT.

2 EXISTING MECHANICAL / PLUMBING VENT TO REMAIN.

3 EXISTING ROOF DRAIN TO BE REPLACED WITH NEW CAST IRON ROOF DRAIN. IF CAST

IRON IS NOT AVAILABLE, RE-USE EXISTING CAST IRON ROOF DRAIN.

4 EXISTING OVERFLOW SCUPPER TO REMAIN (APPRX. 8" WIDE x 4" TALL).

5 EXISTING ROOF ACCESS HATCH TO REMAIN.

6 EXISTING (WALL MOUNTED) ROOF ACCESS DOOR TO REMAIN.

7 REMOVE AND DISPOSE OF EXISTING 24" x 24" x 2" THICK CONCRETE PAVERS.

8 EXISTING PARAPET MOUNTED ELECTRICAL CONDUIT (FOR FUTURE CAMERA) TO REMAIN.

9 EXISTING ROOF VENTILATOR UNIT w/ CURB TO REMAIN.

10 EXISTING HVAC SUPPORT CURBS TO REMAIN.

11 EXISTING MECHANICAL UNIT w CURB TO REMAIN.

12 EXISTING EXHAUST VENT TO REMAIN. EXTEND VENT TO 1' - 4" (MIN) ABOVE FINISHED

ROOF, TYIPCAL AT ALL VENT PIPES.

13 EXISTING METAL SATELLITE DISH FRAME w/ 3" CONDUIT TO REMAIN.

14 EXISTING ROOF MOUNTED HVAC EQUIPMENT ON CURBS TO REMAIN.

ROOF DEMOLITION AND GENERAL CONSTRUCTION NOTES

1. GENERAL CONTRACTOR TO COORDINATE ALL WORK WITH OWNER.

2. WORK LABELED NOT IN CONTRACT (NIC), OR OTHERWISE NOT NOTED, IS NOT IN CONTRACT FOR

ANY ARCHITECTURAL IMPROVEMENTS.

3. GENERAL CONTRACTOR AND THEIR SUB-CONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS

AND DIMENSIONS WITH CONDITIONS SHOWN IN THE CONTRACT DOCUMENTS AND SHALL REPORT

ANY DEVIATIONS, DISCREPANCIES AND / OR CONFLICTS TO THE ARCHITECT.

4. EXISTING ROOF DRAIN SYSTEMS ARE TO REMAIN FULLY OPERATIONAL / FUNCTIONAL DURING THE

RE-ROOFING AND THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY PROTECTION

DURING DEMOLITION AND RENOVATION ACTIVITIES.

5. EXISTING ROOF DRAINS ARE TO BE CLEANED AND MAINTAINED FREE OF DEBRIS DURING RE-

ROOFING. ALL DRAIN DOMES / CAPS TO BE RE-INSTALLED.

6. EXISTING ROOFING SYSTEM IS TO BE REMOVED DOWN TO THE INSULATION. PREPARE SURFACE

FOR NEW ROOFING SYSTEM.

7. EXISTING ROOF PENETRATIONS TO REMAIN. IN THE EVENT THAT ANY EXISTING VENT PIPING, STRUCTURAL SUPPORTS & MECHANICAL EQUIPMENT WILL NOT BE RE-USED, ITEMS ARE TO BE

REMOVED AND DISCARDED. REPAIR ROOF DECKING / INSULATION AND INSTALL NEW ROOFING

SYSTEM.

8. PERFORM REMEDIAL REPAIRS AS NECESSARY TO EXISTING ROOF PENETRATIONS, PENETRATION

POCKETS, VENT PIPING, CONDUIT AND ROOF CURBS THAT ARE TO REMAIN TO RECEIVE NEW

ROOFING SYSTEM.

9. INSPECT EXISTING ROOFING INSULATION AND COVER BOARD AND REPORT ANY INSULATION

SATURATION, BLISTERS, BUCKLES, OR OTHER SURFACE IRREGULARITIES TO THE ARCHITECT.

10. EXISTING MISCELLANEOUS DEBRIS, ETC. ON THE ROOF IS TO BE REMOVED AND DISCARDED ON A

DAILY BASIS. COORDINATE DISPOSAL WITH OWNER.

11. ALL DIMENSIONS, EQUIPMENT, PIPES, ETC. ARE TO BE FIELD VERIFIED.

12. CONTRACTOR SHALL ENSURE PROPER STORAGE OF ANY MATERIALS / EQUIPMENT INTENDED TO

BE REUSED OR REINSTALLED. ANY MISSING OR DAMAGED ITEMS DUE TO IMPROPER STORAGE,

OR BY CONTRACTORS ACTIVITIES, SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO

THE OWNER.

13. CONTRACTOR SHALL PROVIDE TEMPORARY WEATHER PROOFING AT ALL TIMES, SUCH THAT THE

BUILDING SHALL REMAIN OCCUPIED AND OPERATIONAL AND IN WEATHERTIGHT CONDITION

DURING DEMOLITION AND RE-ROOFING.

* = APPROXIMATE LOCATION FOR

BUILDING ACCESS LOCATIONS

DURING CONSTRUCTION

1 SALLY PORT ENTRY GATE

2 SECURITY GATE

3 HOUSING UNIT 6 - SPRUCE

4 BUILDING 300 ROOFS

2 WAYFINDING

KEYNOTE LEGEND

1 2 3 4 5

B Y:

w w w .u pe a.

co m

O R

1 2 3 4 5

N O.

: 7

/25

N O.

: 4

/25

6.J

-0

B- A lg er

C F

C oo le r-

Fr ee ze r a nd R oo f R ep la ce m en t\D w gs

\R oo f R ep la ce m en ts \3

B ui ld in g\

-0

_A lg er

C F

Bl dg

R oo f R ep la ce m en t_ R

.rv t

A100

300 BUILDING -

DEMOLITION

ROOF PLAN

/ A

E, W

, M

I 4

-0

R M

R R

M A

R M

F R

M D

O C

/ A

O R

NORTH

1" = 10'-0"A1 DEMOLITION ROOF PLAN

O W

W N

/0 6/

O W

R A

D D

NO SCALE

WAYFINDING MAP

EXISTING RIDGE

- 0

193' - 0"

100' - 0" 93' - 0"

23' - 0" 70' - 0"

- 0

100' - 0" 22' - 11" 70' - 1"

- 0

TAPERED:

1/8 " / F

TAPERED:

1/8" / FT.

1 1

3 3

8 8

C2 A110

B2 A110

TAPERED:

1/8" / FT.

TAPERED:

1/8 " / F

TAPERED:

1/8" / FT.TAPERED:

1/8 " / F

TAPERED:

1/8" / FT.

TAPERED:

1/8 " / F

TAPERED:

1/8" / FT.

20' - 0"

TAPERED:

1/8 " / F

TAPERED:

1/8" / FT.

20' - 0"20' - 0"

20' - 0"

TAPERED:

1/8 " / F

PROPOSED ROOF KEYNOTES -

1 PROPOSED MULTI-PLY FULLY-ADHERED 60 MIL. REINFORCED RUPTURE RESISTANT EPDM MEMBRANE INSTALLED

OVER EXISTING RIGID INSULATION AND EXISTING SLOPED METAL DECK.

2 EXISTING MECH / PLUMB VENT TO REMAIN. PROVIDE NEW BOOT, CLAMPING RING, AND SEALANT.

3 EXISTING ROOF DRAIN TO BE REPLACED. PROVIDE NEW ROOF DRAIN, DOME, AND CLAMPING RING, TYPICAL.

4 EXISTING OVERFLOW SCUPPER TO REMAIN (APPROX. 8" WIDE x 4" HIGH).

5 EXISTING ROOF ACCESS HATCH TO REMAIN.

6 EXISTING (WALL MOUNTED) ROOF ACCESS DOOR TO REMAIN.

7 PROPOSED 30" x 30" EPDM WALKWAY PADS.

8 EXISTING PARAPET MOUNTED ELECTRICAL CONDUIT (FOR FUTURE CAMERA) TO REMAIN.

9 EXISTING ROOF VENTILATOR UNIT w/ 103" x 55" x 12" TALL CURB TO REMAIN.

10 EXISTING ROOF VENTILATOR UNIT w/ 38" x 55" x 12" TALL CURB TO REMAIN.

11 EXISTING 6" x 4" HVAC SUPPORT CURBS TO REMAIN.

12 EXISTING MECHANICAL HVAC UNIT w/ 44" x 24" x 12" TALL CURB TO REMAIN.

13 EXISTING MECHANICAL HVAC UNIT w/ 44" x 20" x 12" TALL CURB TO REMAIN.

14 EXISTING 9"Ø EXHAUST VENT TO REMAIN.

15 EXISTING EXHAUST VENT w/ 20" x 20" x 12" TALL CURB TO REMAIN.

16 EXISTING EXHAUST VENT w/ 20" x 20" x 10" TALL CURB TO REMAIN.

17 EXISTING METAL SATELLITE DISH FRAME w/ 3" CONDUIT TO REMAIN. COMPONENTS SHALL REMAIN ACTIVE DURING

THE ROOF REPLACEMENT PROCESS.

EXISTING ROOF MOUNTED HVAC EQUIPMENT ON CURBS TO REMAIN. TEMPORARILY DISCONNECT POWER & DUCTWORK AS REQUIRED DURING THE ROOF REPLACEMENT PROCESS. REINSTALL CURBS IN SAME LOCATION AND

RECONNECT POWER & DUCTWORK.

GENERAL CONSTRUCTION NOTES

1. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

PRIOR TO ORDERING ANY MATERIALS.

2. CONTRACTOR SHALL COORDINATE WITH OWNER PLACEMENT OF DUMPSTER AND LOCATION OF

STAGING AREA.

3. CONTRACTOR IS REQUIRED TO REMOVE ALL DEBRIS AND TO RESTORE ALL SITE FEATURES,

INCLUDING WALKS, DRIVES AND GRASS AREAS, DISTURBED BY THEIR WORK.

4. CONTRACTOR SHALL VERIFY NUMBER AND LOCATION OF ALL VENT STACKS, ROOF STRUCTURES, ROOF DRAINS, CONDUIT AND ANY OTHER OBJECTS OR OBSTRUCTIONS ON THE ROOF THAT WILL

AFFECT THE WORK.

5. ALL EXISTING CONCRETE WALKWAY PADS ARE TO BE REMOVED BY THE CONTRACTOR AND TO

BECOME THE PROPERTY OF THE CONTRACTOR.

6. ALL ROOF DRAINS SHALL REMAIN FULLY OPERATIONAL AT ALL TIMES DURING CONSTRUCTION.

7. DRAWINGS ARE DIAGRAMMATICAL. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS AND

OBSTRUCTIONS THAT MAY AFFECT THE WORK.

8. PROVIDE NEW PREFINISHED METAL FASCIA AT PERIMETER OF ALL NEW WORK.

9. SADDLES SHALL BE PROVIDED IN VALLEYS BETWEEN ROOF DRAINS.

10. ROOF CRICKETS SHOULD BE LOCATED ON THE HIGH SIDE OF CURBS.

11. SLOPES SHOWN ARE EXISTING, CONTRACTOR TO VERIFY IN FIELD.

12. MEMBRANE SHALL BE SINGLE PLY, 60-MIL, FULLY ADHERED ROOFING MEMBRANE, COLOR BLACK.

13. ALL SYSTEM MATERIALS SHALL BE APPROVED BY THE MANUFACTURER.

14. INSTALLING CONTRACTOR SHALL BE A QA MASTER CONTRACTOR, AS CERTIFIED BY THE

MANUFACTURER FOR THEIR PROVEN EXPERIENCE AND HIGH QUALITY INSTALLATIONS.

ALL OTHER CONDITIONS OF SPECIFICATION 07 53 03 SHALL APPLY.

* = APPROXIMATE LOCATION FOR

BUILDING ACCESS LOCATIONS

DURING CONSTRUCTION

1 SALLY PORT ENTRY GATE

2 SECURITY GATE

3 HOUSING UNIT 6 - SPRUCE

4 BUILDING 300 ROOFS

2 WAYFINDING

KEYNOTE LEGEND

1 2 3 4 5

B Y:

w w w .u pe a.

co m

O R

1 2 3 4 5

N O.

: 7

/25

N O.

: 4

/25

6.J

-0

B- A lg er

C F

C oo le r-

Fr ee ze r a nd R oo f R ep la ce m en t\D w gs

\R oo f R ep la ce m en ts \3

B ui ld in g\

-0

_A lg er

C F

Bl dg

R oo f R ep la ce m en t_ R

.rv t

A101

300 BUILDING -

PROPOSED ROOF

PLAN

/ A

E, W

, M

I 4

-0

R M

R R

M A

R M

F R

M D

O C

/ A

O R

1" = 10'-0"A1 PROPOSED ROOF PLAN

NORTH

O W

W N

/0 6/

O W

R A

D D

OVERLAP

6" MIN.

MULTI-PLY FULLY-ADHERED

60 MIL. REINFORCED RUPTURE

RESISTANT EPDM MEMBRANE

MULTI-PLY FULLY-ADHERED

60 MIL. REINFORCED RUPTURE

RESISTANT EPDM MEMBRANE

PRIMER / ADHESIVE

EPDM SEAM TAPE

PRIMER / ADHESIVE NOTE: SPLICE AREA MUST BE

CLEAN PRIOR TO ATTACHMENT

Center Line of Conduit

COUNTERFLASHING

FULLY-ADHERED EPDM ROOFING

SYSTEM ON PROPOSED R-35 RIGID

INSULATION ON EXISTING METAL DECK

2x6 TREATED

WOOD BLOCKING

N.8"

LAP

SEALANT

EXISTING CONDUIT

EXISTING METAL ROOF DECK

EXISTING RIGID INSULATION

Center Line of Conduit

EXISTING 1-1/2"Ø UP TO 6"Ø VENT PIPE

WATER TIGHT NOSE CLAMP

FULLY-ADHERED EPDM ROOFING SYSTEM

ON EXISTING RIGID INSULATION ON

EXISTING METAL DECKING

25GA. GALVANIZED STEEL FLASHING

BY ROOFING CONTRACTOR

WATER

CUT-OFF MASTIC

- 0

EXISTING METAL ROOF DECK

EXISTING VENT PIPE

- 4

N.8"

LAP

SEALANT

Center Line of Pipe

24GA. GALVANIZED STEEL COUNTER-

FLASHING BY ROOFING CONTRACTOR

FULLY-ADHERED EPDM ROOFING SYSTEM

ON PROPOSED R-35 RIGID INSULATION ON

EXISTING METAL DECKING

GALVANIZED STEEL COUNTERFLASHING BY

ROOFING CONTRACTOR

WATER CUT-OFF MASTIC w/

WATER TIGHT NOSE CLAMP

EXISTING METAL ROOF DECK

EXISTING VENT PIPE

EXIST'G INSULATION

EXIST'G METAL DECK

EXIST'G INSULATION

EXIST'G METAL DECK

5" FLASHINGBONDING ADHESIVE

CONTINUOUS

BEAD OF LAP

SEALANT

9" FORMFLASH

CONTINUOUS BEAD OF

LAP SEALANT EPDM MEMBRANE

2" 2"

EXIST'G INSUL.

SUBSTRATE

EPDM ROOFING MEMBRANE

3" SPLICE TAPE

CONTINUOUS BEAD OF

WATERBLOCK

FIELD INSULATED

CURB

GASKETED

FASTENER

12" O.C. MAX

BONDING ADHESIVE

WOOD NAILER

PT WOOD NAILER

1 1/4" HOT DIPPED GALVANIZED

ROOF @ 12" O.C. MAX.

METAL COUNTERFLASHING

3" MIN. FACE

R.T.U.

BONDING ADHESIVE

EPDM ROOFING MEMBRANE

EXIST'G INSUL.PT WOOD NAILER

EXISTING BRICK VENEER

- 0

EXISTING

INSULATION

PROPOSED EPDM

ROOFING MEMBRANE

CONTINUOUS SEALANT

COUNTERFLASHING, 24 GAUGE

(MIN.) w/ APPROVED FASTENERS @

6" O.C. (MAX.)

CONTINUOUS CAULKING

EXISTING

METAL DECK

EDGE OF DEPRESSED AREA

EXISTING

ROOF DECK

EXISTING

INSUL.

PROPOSED EPDM ROOFING

MEMBRANE ON EXISTING RIGID INSUL.

PROPOSED ROOF DRAIN

w/ CAST IRON DOME CAP

EXTEND EPDM MEMBRANE BEYOND

INSIDE OF CLAMPING RING, TYP.

APPROVED SEALANT

PROVIDE NEW CLAMPING RING AT

CONNECTION TO EXISTING PIPING

A110 C1

CONTINUE PROPOSED EPDM MEMBRANE

OVER EXISTING MASONRY WALL

EXISTING OVERFLOW

SCUPPER BOX TO REMAIN

PROPOSED EPDM MEMBRANE

OVER EXISTING INSULATION

EXISTING METAL DECK

PROVIDE FLEXIBLE

MEMBRANE FLASHING

OVER EXISTING SHEET

METAL OVERFLOW BOX

PROVIDE SEALANT

AROUND EXISTING

OVERFLOW BOX

FIELD VERIFY

10" (+/-)

PROPOSED EPDM

MEMBRANE OVER

EXISTING MASONRY WALL

SEALANT

METAL PARAPET

CAP FLASHING

TAPERED RIGID INSUL.

CARRY EPDM ROOFING

MEMBRANE OVER TOP

OF PARAPET

WOOD BLOCKING

COUNTERFLASHING

ANCHOR BAR w/ FASTENERS

DRIP EDGE

SEALANT

EXISTING BRICK VENEER

S W

- 9

- 0

EXISTING BRICK VENEER

EXISTING INSUL.

PROPOSED EPDM ROOFING MEMBRANE

REFER TO SECTION @ TERMINATION

BAR, THIS SHEET, FOR MORE INFO

EXISTING ROOF

ACCESS DOOR

EXISTING CONC. DECK

ON EXISTING STEEL

DECKING

EXISTING STEEL JOISTS

EXISTING

MASONRY WALL

1 2 3 4 5

B Y:

w w w .u pe a.

co m

O R

1 2 3 4 5

N O.

: 7

/25

N O.

: 4

/25

6.J

-0

B- A lg er

C F

C oo le r-

Fr ee ze r a nd R oo f R ep la ce m en t\D w gs

\R oo f R ep la ce m en ts \3

B ui ld in g\

-0

_A lg er

C F

Bl dg

R oo f R ep la ce m en t_ R

.rv t

A110

300 BUILDING -

ROOF DETAILS

/ A

E, W

, M

I 4

-0

R M

R R

M A

R M

F R

M D

O C

/ A

O R

6" = 1'-0"D5 EPDM SEAM DETAIL

1 1/2" = 1'-0"C5 ROOF CONDUIT PENETRATION DETAIL

1 1/2" = 1'-0"B5 ROOF DETAIL @ LARGE VENT PIPE

1 1/2" = 1'-0"A5 ROOF DETAIL @ SMALL VENT PIPE

6" = 1'-0"A3 TYPICAL VENT THROUGH ROOF DEATIL

6" = 1'-0"B3 TYPICAL ROOF CURB DETAIL

3" = 1'-0"C3 SECTION @ TERMINATION BAR

3" = 1'-0"A2 SECTION @ ROOF DRAIN

1 1/2" = 1'-0"C2 WALL SECTION @ SCUPPER

3" = 1'-0"C1 TYPICAL PARAPET DETAIL

1 1/2" = 1'-0"B2 SECTION @ ROOF ACCESS

O W

W N

/0 6/

O W

R A

D D

2 12 2

3 43 43 44 3

4 3

3 3

34 2

2 2

3 4

9 9

CONCRETE PLANK DECK

(CONSTRUCTION TYPE)

STEEL DECKING

(CONSTRUCTION TYPE)

CONCRETE PLANK DECK

(CONSTRUCTION TYPE)

STEEL DECKING

(CONSTRUCTION TYPE)

DEMOLITION ROOF KEYNOTES (PVC) -

REMOVE EXISTING PVC ROOFING MEMBRANE DOWN TO INSULATION. INSPECT

INSULATION PRIOR TO INSTALLING NEW ROOF AND REPORT ANY SATURATED

INSULATION, DISCREPANCIES AND / OR CONFLICTS TO THE ARCHTECT.

2 EXISTING MECHANICAL / PLUMBING VENT TO REMAIN.

3 EXISTING ROOF DRAIN TO BE REPLACED.

4 EXISTING OVERFLOW SCUPPER TO REMAIN (APPRX. 8" WIDE x 4" TALL).

5 EXISTING ROOF ACCESS HATCH TO REMAIN.

6 EXISTING ROOF ACCESS HATCH TO REMAIN.

7 REMOVE AND DISPOSE OF EXISTING WALKWAY PADS.

8 EXISTING PARAPET MOUNTED ELECTRICAL CONDUIT (FOR FUTURE CAMERA) TO REMAIN.

9 EXISTING ROOF VENTILATOR UNIT w/ CURB TO REMAIN.

10 EXISTING HVAC SUPPORT CURBS TO REMAIN.

11 EXISTING MECHANICAL UNIT w CURB TO REMAIN.

12 EXISTING EXHAUST VENT w/ CURB TO REMAIN.

* = APPROXIMATE LOCATION FOR

BUILDING ACCESS LOCATIONS

DURING CONSTRUCTION

1 SALLY PORT ENTRY GATE

2 SECURITY GATE

3 HOUSING UNIT 6 - SPRUCE

4 BUILDING 300 ROOFS

2 WAYFINDING KEYNOTE

LEGEND

1 2 3 4 5

B Y:

w w w .u pe a.

co m

O R

1 2 3 4 5

N O.

: 7

/25

N O.

: 4

/25

6.J

-0

B- Al ge r C

F C oo le r- Fr ee ze r a nd

R oo f R ep la ce m en t\D w gs \R oo f R ep la ce m en ts

\S pr uc e

H ou si ng

U ni t 6 \M

-0

_A lg er C

F H sg U ni t 6

R oo f R ep la ce m en t_ R

.rv t

A200

SPRUCE HOUSING

UNIT -

DEMOLITION

ROOF PLAN

/ A

E, W

, M

I 4

-0

R M

R R

M A

R M

F R

C O

NORTH

1/8" = 1'-0"A1 DEMOLITION ROOF PLAN

O W

W N

/0 6/

O W

R A

D D

7 7

111213

PERED

1/8 " P

ER FT.

PERED

1/8 " P

ER FT

CONCRETE PLANK ROOF DECK

CONSTRUCTION TYPE

STEEL DECKING

CONSTRUCTION TYPE

CONCRETE PLANK ROOF DECK

CONSTRUCTION TYPE

STEEL DECKING

CONSTRUCTION TYPE

16 16

~ 9" THICK

INSULATION

AT THIS POINT ~ 9" THICK

INSULATION

AT THIS POINT

1/8" : 12" TAPERED, TYPICAL

~ 3" THICK

INSULATION

AT DRAINS,

TYPICAL

~ 3" THICK

INSULATION

AT DRAINS,

TYPICAL

PROPOSED ROOF KEYNOTES (EPDM) -

1 PROPOSED MULTI-PLY FULLY-ADHERED 60 MIL. REINFORCED RUPTURE RESISTANT EPDM MEMBRANE OVER EXISTING RIGID INSULATION & EXISTING CONCRETE OR STEEL ROOF DECK (WHERE OCCURS, SEE PLAN).

2 EXISTING MECH / PLUMB VENT TO REMAIN, PROVIDE NEW BOOT, CLAMPING RING & SEALANT.

3 EXISTING ROOF DRAIN TO BE REPLACED. PROVIDE NEW ROOF DRAIN, DOME, AND CLAMPING RING, TYIPCAL.

4 EXISTING OVERFLOW SCUPPER TO REMAIN (APPROX. 8" WIDE x 4" HIGH).

5 EXISTING ROOF ACCESS LADDER TO REMAIN. PROVIDE NEW 30"x30" WALKWAY PAD AT LANDINGS.

6 EXISTING ROOF HATCH TO REMAIN.

7 PROPOSED EPDM WALKWAY PADS (30" x 30" PADS).

8 EXISTING ROOF VENTILATOR UNIT w/ 54" x 54" x 10" TALL CURB TO REMAIN.

9 EXISTING ROOF VENTILATOR UNIT w/ 36" x 24" x 6" TALL CURB TO REMAIN.

10 EXISTING ROOF VENTILATOR UNIT w/ 34" x 22" x 9" TALL CURB TO REMAIN.

11 EXISTING EXHAUST VENT w/ 40" x 28" 10" TALL CURB TO REMAIN.

12 EXISTING EXHAUST VENT w/ 31" x 31" 12" TALL CURB TO REMAIN.

13 ONE (1) EXISTING 3/4"Ø CONDUIT & ONE (1) 7/8"Ø WALL MOUNTED METAL CONDUIT TO REMAIN. EXISTING CONDUIT

SHALL REMAIN ACTIVE & UNDISTURBED DURING THE RE-ROOFING PROCESS.

14 TWO (2) EXISTING 1"Ø ELEC. CONDUIT & ONE (1) 2-1/2"Ø ELEC. CONDUIT FOR SECURITY CAMERAS TO REMAIN.

EXISTING CAMERAS SHALL REMAIN OPERATIONAL DURING THE RE-ROOFING PROCESS.

15 EXISTING EXHAUST FAN w/ 20" x 20" x 19" TALL CURB TO REMAIN.

16 EXISTING EXHAUST FAN w/ 19" x 19" x 24" TALL CURB TO REMAIN.

* = APPROXIMATE LOCATION FOR

BUILDING ACCESS LOCATIONS

DURING CONSTRUCTION

1 SALLY PORT ENTRY GATE

2 SECURITY GATE

3 HOUSING UNIT 6 - SPRUCE

4 BUILDING 300 ROOFS

2 WAYFINDING KEYNOTE

LEGEND

1 2 3 4 5

B Y:

w w w .u pe a.

co m

O R

1 2 3 4 5

N O.

: 7

/25

N O.

: 4

/25

6.J

-0

B- Al ge r C

F C oo le r- Fr ee ze r a nd

R oo f R ep la ce m en t\D w gs \R oo f R ep la ce m en ts

\S pr uc e

H ou si ng

U ni t 6 \M

-0

_A lg er C

F H sg U ni t 6

R oo f R ep la ce m en t_ R

.rv t

A201

SPRUCE HOUSING

UNIT - PROPOSED

ROOF PLAN

/ A

E, W

, M

I 4

-0

R M

R R

M A

R M

F R

C O

NORTH

1/8" = 1'-0"A1 PROPOSED ROOF PLAN

O W

W N

/0 6/

O W

R A

D D

OVERLAP

6" MIN.

MULTI-PLY FULLY-ADHERED

60 MIL. REINFORCED RUPTURE

RESISTANT EPDM MEMBRANE

MULTI-PLY FULLY-ADHERED

60 MIL. REINFORCED RUPTURE

RESISTANT EPDM MEMBRANE

PRIMER / ADHESIVE

EPDM SEAM TAPE

PRIMER / ADHESIVE NOTE: SPLICE AREA SHALL BE

CLEAN PRIOR TO ATTACHMENT

CENTER LINE

OF CONDUIT

COUNTERFLASHING

FULLY-ADHERED EPDM ROOFING

SYSTEM ON EXISTING TAPERED

RIGID INSULATION

N.8"

LAP

SEALANT

2x6 TREATED

WOOD BLOCKING

EXISTING CONDUIT

EXISTING CONCRETE DECK OR

STEEL ROOF DECK (WHERE

OCCURS), SEE PROPOSED PLAN

Center Line of Conduit

EXISTING 1-1/2"Ø UP TO 6"Ø VENT PIPE

WATER TIGHT NOSE CLAMP

FULLY-ADHERED EPDM ROOFING SYSTEM

ON EXISTING TAPERED RIGID INSULATION

25GA. GALVANIZED STEEL FLASHING

BY ROOFING CONTRACTOR

WATER

CUT-OFF MASTIC

- 4

EXISTING CONCRETE DECK OR STEEL ROOF

DECK (WHERE OCCURS), SEE PROPOSED PLAN

EXISTING VENT PIPE

- 4

N.8"

LAP

SEALANT

CENTER LINE OF PIPE

EXISTING CONCRETE DECK OR

STEEL ROOF DECK (WHERE

OCCURS), SEE PROPOSED PLAN

EXISTING VENT PIPE

24GA. GALVANIZED STEEL COUNTER-

FLASHING BY ROOFING CONTRACTOR

FULLY-ADHERED EPDM ROOFING SYSTEM

ON EXISTING TAPERED RIGID INSULATION

GALVANIZED STEEL COUNTERFLASHING BY ROOFING CONTRACTOR

WATER CUT-OFF MASTIC w/ WATER TIGHT NOSE CLAMP

EPDM ROOFING MEMBRANE

3" SPLICE TAPE

CONTINUOUS BEAD OF

WATERBLOCK

FIELD INSULATED

CURB

GASKETED

FASTENER

12" O.C. MAX

BONDING ADHESIVE

WOOD NAILER

1 1/4" HOT DIPPED GALVANIZED

ROOF @ 12" O.C. MAX.

METAL COUNTERFLASHING

3" MIN. FACE

R.T.U.

BONDING ADHESIVE

EPDM ROOFING MEMBRANE

EXIST'G INSUL.PT WOOD NAILER

EXIST'G CONC.

OR METAL DECK

EXISTING BRICK VENEER

EXISTING RIGID

INSUL. TO REMAIN

PROPOSED EPDM

ROOFING MEMBRANE

CONTINUOUS SEALANT

COUNTERFLASHING, 24 GAUGE

(MIN.) w/ APPROVED FASTENERS @

6" O.C. (MAX.)

CONTINUOUS CAULKING

EXISTING CONC. OR

METAL DECKING

EXISTING CONC.

OR METAL DECK

EXIST'G INSUL.

5" FLASHINGBONDING ADHESIVE

CONTINUOUS

BEAD OF LAP

SEALANT

9" FORMFLASH

CONTINUOUS BEAD OF

LAP SEALANT EPDM MEMBRANE

2" 2"

EXIST'G INSUL.

EXIST'G INSUL.EXIST'G INSUL.

EXISTING CONC.

OR METAL DECK

EDGE OF DEPRESSED AREA

EXISTING CONCRETE DECK OR STEEL ROOF DECK

(WHERE OCCURS), SEE PROPOSED PLAN

EXISTING INSUL.

PROPOSED EPDM ROOFING

MEMBRANE ON EXISTING RIGID

INSUL.

PROPOSED ROOF DRAIN w/

CAST IRON DOME CAP

EXTEND EPDM MEMBRANE BEYOND

INSIDE OF CLAMPING RING, TYP.

APPROVED SEALANT

PROVIDE NEW CLAMPING RING AT

CONNECTION TO EXISTING PIPING

EXISTING TAPERED

RIGID INSULATION

TO REMAIN

EXISTING CONCRETE DECK OR

STEEL DECKING (WHERE OCCURS),

SEE PROPOSED PLAN

PROPOSED EPDM

ROOFING MEMBRANE

EXISTING WOOD NAILER /

BLOCKING TO REMAIN

CARRY EPDM ROOFING

MEMBRANE OVER TOP OF WALL

SEALANT

PROPOSED METAL 2-PIECE

COUNTERFLASHING

1 2 3 4 5

B Y:

w w w .u pe a.

co m

O R

1 2 3 4 5

N O.

: 7

/25

N O.

: 4

/25

6.J

-0

B- Al ge r C

F C oo le r- Fr ee ze r a nd

R oo f R ep la ce m en t\D w gs \R oo f R ep la ce m en ts

\S pr uc e

H ou si ng

U ni t 6 \M

-0

_A lg er C

F H sg U ni t 6

R oo f R ep la ce m en t_ R

.rv t

A210

SPRUCE HOUSING

UNIT - ROOF

DETAILS

/ A

E, W

, M

I 4

-0

R M

R R

M A

R M

F R

C O

6" = 1'-0"D5 EPDM SEAM DETAIL

1 1/2" = 1'-0"C5 ROOF CONDUIT PENETRATION DETAIL

1 1/2" = 1'-0"B5 ROOF DETAIL @ LARGE VENT PIPE

1 1/2" = 1'-0"A5 ROOF DETAIL @ SMALL VENT PIPE

6" = 1'-0"B3 TYPICAL ROOF CURB DETAIL

3" = 1'-0"C3 SECTION @ REGLET

6" = 1'-0"A3 TYPICAL VENT THROUGH ROOF DETAIL

3" = 1'-0"A2 SECTION @ ROOF DRAIN

3" = 1'-0"B2 TYPICAL PARAPET DETAIL

O W

W N

/0 6/

O W

R A

D D

File details come from the government source that posted it. Updated Apr 20, 2026.