4-2-MP27004-27311640 Approved Plans.pdf

PROJECT LOCATION

54321

54321

D C

B A

DATE REVISION

PROJECT NUMBER

CAD DWG FILE

DRAWN BY

CHECKED BY

DATE

DFCM SEAL

ARCHITECT'S SEAL

730 Pacific Avenue

Salt Lake City, Utah 84104

801.521.6186 | FFKR.com

/1

/2

:2

:3

A M

GI001

COVER GENERAL

INFORMATION

FFKR PROJECT # 26063

DJV

AAH

07/17/26

E M

E R

G E

N C

Y R

O O

F R

E P

L A

C E

M E

N T

T A

Y L

O R

H E

A L

T H

S C

IE

N

C E

B U

IL

D

IN

G

D F

C M

U

T A

H T

E C

H U

N

IV

E R

S

IT

Y

E

M E

D

IC

A L C

E N

T E

R D

R

IV

E S

T

G E

O R

G E

U

T

D F

C M

P R

O J E

C T

N O

B

ID

S

E T

DRAWING INDEX

SITE MAP

SCALE: A1

DETAIL

XXX

XX

X

XX.XX

ROOM

NUM

NAME

SYMBOLS LEGEND

ROOM IDENTIFICATION

NUMBER

DOOR NUMBER

REFERENCE NOTE

GLAZING TYPE

PARTITON WALL TYPE

INTERIOR ELEVATION

WALL SECTION

EXTERIOR ELEVATION

DETAIL

REVISION DELTA

ROOM NUMBER

ELEVATION

NUMBER

SHEET NUMBER

ELEVATION

NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

REVISION NUMBER

BUILDING SECTION

DETAIL TITLE

ROOM NAME

SHADE INDICATES

ELEVATED WALLA1

A2A4

A3

AFF

CMU

EIFS

ABOVE FINISH FLOOR

CONCRETE MASONRY UNIT

EXTERIOR INSULATED FINISH

EQ EQUAL

MAX MAXIMUM

MIN MINIMUM

NIC NOT IN CONTRACT

O.C. ON CENTER

SPEC SPECIFICATION

SIM SIMILAR

TYP TYPICAL

T.O. TOP OF

B.O. BOTTOM OF

ABBREVIATIONS

MATERIAL LEGEND

CONCRETE

STUD WALL

GRAVEL

COMPACTED FILL

AND/OR EARTH

BATT INSULATION

RIGID INSULATION

CMU (CONCRETE MASONRY UNIT)

GYPSUM BOARD OR

CONCRETE

SURFACE

PROJECT ARCHITECT

FFKR Architects 730 Pacific Avenue Salt Lake City, UT 84104 801.521.6186

TAYLOR HEALTH SCIENCE BUILDING

1526 E MEDICAL CENTER DRIVE

ST. GEORGE, UT 84790

DFCM - UTAH TECH UNIVERSITY

DFCM PROJECT NO: 27311640

EMERGENCY ROOF REPLACEMENT

PROJECT TEAM

SHEET NO. SHEET NAME

GENERAL INFORMATION

GI001 COVER GENERAL INFORMATION

ARCHITECTURAL

AD101 ROOF DEMOLITION PLAN

AE101 ROOF PLAN

AE501 DETAILS

AE502 DETAILS

AE503 DETAILS

AE504 DETAILS

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/25/2026

REVIEWED FOR CODE

COMPLIANCE

GENERAL NOTES

1. INSPECT UNDERSIDE OF ROOF DECKING FOR

ELECTRICAL CONDUIT ADJACENT TO DECK

SURFACE PRIOR TO WORK. COORDINATE THE

INSTALLATION OF NEW INSULATION AND ROOF

MEMBRANE FASTENERS SO AS TO NOT DISTURB

EXISTING CONDUIT, IF ANY.

2. ROOF STRUCTURE, FASCIA AND SOFFIT DETAILS

BASED ON BUILDING'S ORIGINAL CONTRACT

DOCUMENTS. EXISTING CONDITIONS

CONCEALED FROM VIEW MAY VARY FROM

THOSE SHOWN. REPORT UNDOCUMENTED

CONDITIONS TO OWNER AND ARCHITECT

BEFORE PROCEEDING WITH THE WORK.

3. ALL EXISTING TO ROOF TOP ELEMENTS ARE

EXISTING TO REMAIN EXCEPT THOSE

SPECIFICALLY NOTED FOR DEMOLITION.

4. NEW ROOF MEMBRANE INSTALLATION ON ALL

EXISTING EQUIPMENT CURBS ARE TO CONFORM

TO DETAILS A4/AE503.

5. NEW ROOF MEMBRANE INSTALLATION AT

EXISTING ROOF DRAINS TO CONFORM WITH

DETAIL A3/AE502.

6. NEW ROOF MEMBRANE INSTALLATION AT ALL

PIPE OR VENT PENETRATIONS TO CONFORM TO

DETAILS A1/AE502 & C5/AE502.

7. NEW ROOF MEMBRANE INSTALLATION AT ALL

EQUIPMENT LINESETS TO CONFORM TO DETAIL

A4/AE503.

8. ALL EXISTING MECHANICAL UNITS ARE TO BE ON

CURBS OR ROUND LEGGED STANDS 12" MIN

ABOVE NEW ROOFING MEMBRANE. LIFT ALL

UNITS FROM ROOF AND INSTALL NEW CURBS OR

STANDS FOR ALL UNITS THAT DO NOT COMPLY.

SEE DETAIL A4/AE503

LEGEND

DEMOLISH

PEDESTRIAN PROTECTION

WALKWAY

WALKPAD

WALKPAD

SUBSTITUTE 1/2" MARINE PLYWOOD

FOR HD POLYISO

A A

B B

C C

D D

F F

E E

C.3

4 5

6 7 8 96.2

6.3 6.5 7.3

8.3

8.3 9.3 10

C.4

1.2 3.7

01.01

01.01

01.01

01.02

01.02

01.02

01.02

01.02

01.02

01.02

02.09

02.09

02.09

02.09

02.01

02.10

02.02

02.02

TYP.

22.02

02.09

02.09

02.09

02.06

02.30

02.30

02.17

02.01

TYP.

02.04

02.03

02.03

02.03

02.03

02.03

02.03

02.04

TYP.

01.01

01.01

22.02

TYP.

02.05

02.31

02.32

02.32 02.32

02.32

02.33

01.01

02.13

54321

54321

D C

B A

REFERENCE NOTES

DATE REVISION

PROJECT NUMBER

CAD DWG FILE

DRAWN BY

CHECKED BY

DATE

DFCM SEAL

ARCHITECT'S SEAL

730 Pacific Avenue

Salt Lake City, Utah 84104

801.521.6186 | FFKR.com

/1

/2

:2

:3

A M

AD101

ROOF

DEMOLITION

PLAN

FFKR PROJECT # 26063

DJV

AAH

07/17/26

E M

E R

G E

N C

Y R

O O

F R

E P

L A

C E

M E

N T

T A

Y L

O R

H E

A L

T H

S C

IE

N

C E

B U

IL

D

IN

G

D F

C M

U

T A

H T

E C

H U

N

IV

E R

S

IT

Y

E

M E

D

IC

A L C

E N

T E

R D

R

IV

E S

T

G E

O R

G E

U

T

D F

C M

P R

O J E

C T

N O

B

ID

S

E T

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

A1

ROOF DEMOLITION PLAN

01.01 PEDESTRIAN PROTECTION WALKWAY. SEE A5/AE501.

01.02 PEDESTRIAN PROTECTION FENCING TO

COMPLETELY ENCLOSE WORK AREA TO 10'-0" FROM

ROOF EDGE OR 25% OF BUILDING HEIGHT,

WHICHEVER IS GREATER.

02.01 EXISTING VENT/PIPE TO REMAIN. SEE A1/AE502.

02.02 EXISTING EXHAUST FAN TO REMAIN.

02.03 DEMOLISH EXISTING PARAPET CAP.

02.04 EXISTING BUILDING ACCESS STAIR.

02.05 EXISTING LOADING DOCK RAMP

02.06 EXISTING ROOF HATCH TO REMAIN.

02.09 DEMOLISH EXISTING MEMBRANE ROOFING SYSTEM.

EXISTING INSULATION TO REMAIN UNLESS

SATURATED OR DAMAGED.

02.10 BASE BID: SALVAGE EXISTING SKYLIGHT SYSTEM

FOR REINSTALLATION. BID ALTERNATE: DEMOLISH

EXISTING SKYLIGHT. PREPARE CURB FOR

INSTALLATION OF NEW SKYLIGHT.

02.13 EXISTING COLLECTOR BOX AND DOWNSPOUT TO

REMAIN.

02.17 SALVAGE EXISTING ANTENNA. PREPARE FOR

REINSTALLATION ON NEW ROOF STAND/POST. SEE

DETAIL C5/AE502

02.30 EXISTING STANDPIPE SYSTEM TO REMAIN.

02.31 REMOVE EXISTING CONCRETE PAVERS.

02.32 SALVAGE LIGHT FOR REINSTALLATION.

02.33 REMOVE METAL COPING - SALVAGE FOR

REINSTALLATION.

22.02 EXISTING ROOF DRAIN. REINSTALL CAST IRON

STRAINERS. REPLACE ANY PLASTIC STRAINERS

WITH NEW CAST IRON STRAINERS. SEE DETAIL

A3/AE502.

VIEW PHOTOS AND DRONE

FOOTAGE OF THE EXISTING

CONDITIONS OF THIS

PROJECT BY SCANNING

THIS QR CODE.

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/25/2026

LEGEND

DEMOLISH

PEDESTRIAN PROTECTION

WALKWAY

WALKPAD

WALKPAD

SUBSTITUTE 1/2" MARINE PLYWOOD

FOR HD POLYISO

A A

B B

C C

D D

F F

E E

C.3

4 5

6 7 8 96.2

6.3 6.5 7.3

8.3

8.3 9.3 10

C.4

1.2 3.7

01.01

01.01

01.01

01.02

01.02

01.02

01.02

01.02

01.02

01.02

07.01

07.01

07.01

07.01

02.01

02.02

02.02

22.02

07.01

07.01

07.01

02.06

02.30

22.01

26.01

02.01

02.04

01.01

01.01

01.01

A1

AE501

C1

AE501

A1

AE501

C1

AE501

HIGH

LOW

HIGH

LOW

A1

AE501

A1

AE501

A1

AE501

A1

AE501

A1

AE501

________ A1

AE501

07.02

08.07

D2

AE501

TYP.

TYP.

TYP.

22.02

TYP.

A1

AE501

________A1

AE501

A1

AE501

A1

AE501

D5

AE501

________HIGH

LOW

AE503

C5

10.01

02.13

AE501

D4

TYP.

B3

AE501

TYP.

AE502

A5

02.30

AE502

A5

22.01

02.05 01.01

AE503

A4

AE502

D1

C5

AE501

TYP.

07.03

07.04

07.04 07.04

07.04

01.01

A3

AE501

TYP.

AE503

D1 TYP.

GENERAL NOTES

1. INSPECT UNDERSIDE OF ROOF DECKING FOR

ELECTRICAL CONDUIT ADJACENT TO DECK

SURFACE PRIOR TO WORK. COORDINATE THE

INSTALLATION OF NEW INSULATION AND ROOF

MEMBRANE FASTENERS SO AS TO NOT DISTURB

EXISTING CONDUIT, IF ANY.

2. ROOF STRUCTURE, FASCIA AND SOFFIT DETAILS

BASED ON BUILDING'S ORIGINAL CONTRACT

DOCUMENTS. EXISTING CONDITIONS

CONCEALED FROM VIEW MAY VARY FROM

THOSE SHOWN. REPORT UNDOCUMENTED

CONDITIONS TO OWNER AND ARCHITECT

BEFORE PROCEEDING WITH THE WORK.

3. ALL EXISTING TO ROOF TOP ELEMENTS ARE

EXISTING TO REMAIN EXCEPT THOSE

SPECIFICALLY NOTED FOR DEMOLITION.

4. NEW ROOF MEMBRANE INSTALLATION ON ALL

EXISTING EQUIPMENT CURBS ARE TO CONFORM

TO DETAILS A4/AE503.

5. NEW ROOF MEMBRANE INSTALLATION AT

EXISTING ROOF DRAINS TO CONFORM WITH

DETAIL A3/AE502.

6. NEW ROOF MEMBRANE INSTALLATION AT ALL

PIPE OR VENT PENETRATIONS TO CONFORM TO

DETAILS A1/AE502 & C5/AE502.

7. NEW ROOF MEMBRANE INSTALLATION AT ALL

EQUIPMENT LINESETS TO CONFORM TO DETAIL

A4/AE503.

8. ALL EXISTING MECHANICAL UNITS ARE TO BE ON

CURBS OR ROUND LEGGED STANDS 12" MIN

ABOVE NEW ROOFING MEMBRANE. LIFT ALL

UNITS FROM ROOF AND INSTALL NEW CURBS OR

STANDS FOR ALL UNITS THAT DO NOT COMPLY.

SEE DETAIL A4/AE503

54321

54321

D C

B A

REFERENCE NOTES

DATE REVISION

PROJECT NUMBER

CAD DWG FILE

DRAWN BY

CHECKED BY

DATE

DFCM SEAL

ARCHITECT'S SEAL

730 Pacific Avenue

Salt Lake City, Utah 84104

801.521.6186 | FFKR.com

/1

/2

:2

:3

A M

AE101

ROOF PLAN

FFKR PROJECT # 26063

DJV

AAH

07/17/26

E M

E R

G E

N C

Y R

O O

F R

E P

L A

C E

M E

N T

T A

Y L

O R

H E

A L

T H

S C

IE

N

C E

B U

IL

D

IN

G

D F

C M

U

T A

H T

E C

H U

N

IV

E R

S

IT

Y

E

M E

D

IC

A L C

E N

T E

R D

R

IV

E S

T

G E

O R

G E

U

T

D F

C M

P R

O J E

C T

N O

B

ID

S

E T

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

A1

ROOF PLAN

01.01 PEDESTRIAN PROTECTION WALKWAY. SEE A5/AE501.

01.02 PEDESTRIAN PROTECTION FENCING TO

COMPLETELY ENCLOSE WORK AREA TO 10'-0" FROM

ROOF EDGE OR 25% OF BUILDING HEIGHT,

WHICHEVER IS GREATER.

02.01 EXISTING VENT/PIPE TO REMAIN. SEE A1/AE502.

02.02 EXISTING EXHAUST FAN TO REMAIN.

02.04 EXISTING BUILDING ACCESS STAIR.

02.05 EXISTING LOADING DOCK RAMP

02.06 EXISTING ROOF HATCH TO REMAIN.

02.13 EXISTING COLLECTOR BOX AND DOWNSPOUT TO

REMAIN.

02.30 EXISTING STANDPIPE SYSTEM TO REMAIN.

07.01 NEW ROOFING MEMBRANE OVER ONE LAYER OF ½”

HD POLYISO INSULATION OVER EXISTING

INSULATION. INSPECT EXISTING INSULATION AND

REPLACE ANY AREAS OF DAMAGED OR SATURATED

INSULTAION. REPLACEMENT OF 10% OF EXISTING

INSULATION TO BE INCLUDED IN BID.

07.02 NEW ROOF WALKPAD. LOCATE WALKPADS AT ALL

SERVICABLE EQUIPMENT, ROOF HATCHES, ROOF

ACCESS LADDERS AND SCUPPER DOWNSPOUT

LOCATIONS. SEE DETAIL C4/AE503

07.03 POST NEW ROOF WARRANTY SIGN AT DOOR ONTO

ROOF. SEE D3/AE502.

07.04 REINSTALL SALVAGED LIGHT. SEE DEATAIL

A1/AE501.

08.07 BASE BID: REINSTALL EXISTING SKYLIGHT SYSTEM.

BID ALTERNATE: INSTALL NEW SKYLIGHT WITH

TANSLUCENT FIBERGLASS SANDWICH PANELS.

10.01 NEW ROOF HATCH MOUNTED FALL PROTECTION

RAILING

22.01 NEW WATERHYDRANT WITH DRAIN. LOCATION

SHOWN ON PLAN IS SCHEMATIC. INSTALL NEW

HYDRANT AT A CONVENIENT LOCATION NEAR

EXISTING WATER SOURCE INSIDE BUILDING.

22.02 EXISTING ROOF DRAIN. REINSTALL CAST IRON

STRAINERS. REPLACE ANY PLASTIC STRAINERS

WITH NEW CAST IRON STRAINERS. SEE DETAIL

A3/AE502.

26.01 REINSTALL EXISTING ANTENNA TO NEW MOUNTING

POLE. COORDINATE AIMING ANTENNA WITH

FACILITIES STAFF.

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/25/2026

WALL - TYPE VARIES BY PROJECT

TERMINATION BAR AT TOP OF SPM

FLASHING MEMBRANE - PROVIDE

COMPATIBLE SEALANT BEHIND

MEMBEANE AND OVER TOP OF

TERMINATION BAR - FASTENER LENGTH

AS REQ'D. FASTEN TO WALL / FRAMING

SINGLE PLY ROOFING SYSTEM -

VARIES PER PROJECT

AIR & MOISTURE BARRIER

DECK AS OCCURS - VARIES PER

PROJECT

PREFINISHED SURFACE MOUNT REGLET

TO BE RUN ON STUCCO FINISH

SET IN CONT. BEADS OF SEALANT

VAPOR RETARDER AS REQ'D.

M

IN

M

IN

APPROPRIATE MASONRY ANCHOR

APPROPRIATE MASONRY

ANCHOR 12" O.C.

COMPATIBLE SEALANT

MEMBRANE ADHERED TO WALL WITH

MANUFACTURERS APPROVED MEMBRANE

ADHESIVE

PREFINISHED REGLET FLASHING

SINGLE PLAY SEALING MASTIC

APPROVED FASTENER AND PLATE

MINIMUM 3/4" EMBEDMENT INTO TOP

FLUTE.

PENETRATION DEPENDANT ON DECK

MATERIAL(S). SEE SPECIFICATIONS. FOR

FURTHER INFORMATION

ROOF MEMBRANE ROOF MEMBRANE

RIGID INSULATION -

SEE SPEC FOR

THICKNESS

ROOF DECKING -

FLUTE DIRECTION

MAY VARY

1 1/2" MIN. WELD

(CONTINUOUS)

6"

SLOPE

NOTE:

COORDINATE ATTACHMENT

PATTERN WITH ANY

CONDUIT IN FLUTES OF

ROOF DECKING

3/4" WOOD SHEATHING

2x6 BOTTOM

PLATE -

CONTINUOUS

* CONTRACTOR TO PROVIDE

ANCHORAGE OR SAND BAGS AS

REQ'D TO STABILIZE

STRUCTURE

2x4 FRAMING AT 24" O.C.

BETWEEN POSTS

2x6 POST @ 12" O.O. MAX.

2x4 KNEE BRACE - BOTH

DIRECTIONS

(AT EACH POST)

* 2x8 JOISTS @ 24" O.C. OR AS REQ'D TO MEET SPAN

4X12 CONTINUOUS STRINGER

3/4" CDX PLYWOOD

2x4 CURB

NOTE - WHERE DOUBLE ARROWS AND

DASHED PERIMETER LINES ARE INDICATED

IN

PLAN VIEW - PROVIDE AN OPENING IN THE

STRUCTURE TO PROVIDE ACCESS

C O

O R

D

IN

A T

E H

E

IG

H T

O F

C O

V E

R E

D W

A L K

W A

Y W

IT

H

E X

T G

D

O O

R S

S

T A

IR

S

R

A M

P S

E

T C

CONSTRUCT AS PER WIDTH SHOWN ON PLAN

PROVIDE

1/4" SLOPE

THIS DETAIL REPRESENTS MINIMUM

REQUIREMENTS, HOWEVER A

DEFERRED

SUBMITTAL IS REQUIRED FOR "*" ITEMS

6"

M

IN

5'-0" CLEAR MIN.

S

IZ

E T

O C

O V

E R

C O

P

IN

G

RIGID INSULATION

VARIES BY PROJECT

ROOFING MEMBRANE

VARIES BY PROJECT

SEAM PLATE - ANCHOR @ 12" O.C. W/

APPROPRIATE FASTENERS FOR WALL

TYPE

HEAT WELD JOINT

FLASHING MEMBRANE - FULLY ADHERED TO

WALL -RUN OVER THE TOP OF THE PARAPET

WALL AND NAIL OFF AT 12" O.C.

WALL - TYPE VARIES

BY PROJECT

ROOF DECK VARIES

BY PROJECT

NOTE THAT IF THERE ARE ANY REMNANTS OF THE

DEMOLISHED ROOFING SYSTEM, (I.E.

DISCOLORATION, TAR, SEALANTS OR OTHER

CONTAMINANTS) VISIBLE ON THE WALL SURFACE,

PROVIDE ADDITIONAL LENGTH TO FACE OF CAP

METAL AS REQUIRED TO COVER - FIELD VERIFY

ANY SUCH CONDITIONS AND CONSTRUCT METAL

CAP SIZED ACCORDINGLY.

FIELD MEMBRANE - RUN

OVER EDGE OF ROOF

AS SHOWN 24 GA. PREFINISHED FASCIA

METAL - INSTALL OVER

EXTRUDED ANCHOR BAR

SINGLE PLY LOW VOC CAULK

EXTRUDED ANCHOR BAR

FASCIA COVER

SEE DETAILS ABOVE

REMOVE EXISTING FASCIA METAL

& REPLACE WITH NEW

TO MATCH PARAPET FASCIA

MEMBRANE FASTENED ON FACE

OF WALL 12" O.C. MAX

SINGLE PLY SEALING MASTIC

ROOF MEMBRANE

WATER CUT-OFF MASTIC

ROOF LIGHT WHERE OCCURS

ROOF

MEMBRANE

RIGID

INSULATION

EXISTING ROOF

DECK - TYPE

VARIES

COVER ALL SIDES & TOP W/

FULLY ADHERED ROOF

MEMBRANE

SEAM PLATE AND

FASTENERS AT 12" O.C. -

FASTEN INTO STRUCTURE

WHERE ROOF STEP

HEIGHT ALLOWS

EXISTING ROOF

STRUCTURE

EXISTING ROOF STEP -

HEIGHT VARIES BY

PROJECT

EXISTING ROOF STRUCTURE

VARIES BY PROJECT

ROOF MEMBRANE, WRAP

ALL SIDES OF SCUPPER

REUSE EXISTING CHANNEL

THROUGH EXISTING WALL.

VERIFY POSITIVE SLOPE TO DRAIN.

EXISTING WALL THICKNESS

VARIES BY PROJECT

EXISTING SCUPPER

COLLECTION BOX

ROOF MEMBRANE

VARIES BY PROJECT

MEMBRANE COATED METAL RIM

AROUND SCUPPER OPENING

TO MATCH EXISTING

COLOR AND APPEARANCE

AE501

A1

EXISTING DOWNSPOUT

WINDOW - VARIES BY PROJECT

SEAL AROUND ENTIRE

PERIMETER OF FRAME

(BOTH SIDES)

WALL - TYPE VARIES BY PROJECT

TERMINATION BAR AT TOP OF SPM

FLASHING MEMBRANE - PROVIDE

COMPATIBLE SEALANT BEHIND

MEMBRANE AND OVER TOP OF

TERMINATION BAR - FASTENER LENGTH

AS REQ'D. FASTEN TO WALL / FRAMING

SINGLE PLY ROOFING SYSTEM -

VARIES PER PROJECT

AIR & MOISTURE BARRIER

DECK AS OCCURS - VARIES PER

PROJECT

WINDOW SILL AS OCCURS

SEAL

PREFINISHED, FRY SPRINGLOK 2-PIECE

"MASONRY REGLET MA" W/ 4" LEG (OR

APPROVED EQUAL) TO BE RUN BENEATH

THE WINDOW SYSTEM - SET IN (2) CONT.

BEADS OF SEALANT

VAPOR RETARDER AS REQ'D.

WRAP MEMBRANE

OVER TOP OF WALL.

COVER WITH SAVAGED COPING

EXISTING WALL

REINSTALL

SALVAGED COPING

EXISTING ROOF

ROOF MEMBRANE

EXISTING CURTAIN WALL

EXISTING WALL

WATERCUT OFF MASTIC

COATED METAL TO

TOP OF CURTAIN WALL

BOTTOM FRAME

SCALE: 6" = 1'-0"

B3

IN LAP FASTENING METHOD AT STEEL DECK

SCALE: 3" = 1'-0"

A3

REMOVABLE FLASHING - WINDOW AT SMALL PENTHOUSE

54321

54321

D C

B A

DATE REVISION

PROJECT NUMBER

CAD DWG FILE

DRAWN BY

CHECKED BY

DATE

DFCM SEAL

ARCHITECT'S SEAL

730 Pacific Avenue

Salt Lake City, Utah 84104

801.521.6186 | FFKR.com

/1

/2

:2

:3

A M

AE501

DETAILS

FFKR PROJECT # 26063

DJV

AAH

07/17/26

E M

E R

G E

N C

Y R

O O

F R

E P

L A

C E

M E

N T

T A

Y L

O R

H E

A L

T H

S C

IE

N

C E

B U

IL

D

IN

G

D F

C M

U

T A

H T

E C

H U

N

IV

E R

S

IT

Y

E

M E

D

IC

A L C

E N

T E

R D

R

IV

E S

T

G E

O R

G E

U

T

D F

C M

P R

O J E

C T

N O

B

ID

S

E

TSCALE: 3" = 1'-0"

C1

REMOVABLE FLASHING AT LOWER ROOF

SCALE: 1" = 1'-0"

A5

COVERED WALKWAY DETAIL

SCALE: 3" = 1'-0"

A1

PARAPET EDGE METAL DETAIL - CANTED

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

D2

STEPPED ROOF DETAIL

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

D4

THROUGH WALL SCUPPER AND COLLECTOR BOX

SCALE: 3" = 1'-0"

C5

CANOPY EDGE DETAIL

SCALE: 3" = 1'-0"

D5

FLASHING - CURTAIN WALL BASE

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/25/2026

PRIMARY ROOF DRAIN W/

NOTCHED RETAINING RING

AND CAST IRON DOME

LINE OF SUMP (BEYOND)

ROOF DECK VARIES BY

PROJECT

NOTES:

ANY EXTG. DRAIN LINES THAT ARE CLOGGED WITH DEBRIS, BALLAST, LEAVES ETC. SHALL BE

CLEANED OUT AND ARE TO BE VERIFIED TO BE IN GOOD WORKING ORDER

USE MANUFACTURER'S TAPERED INSULATION PANELS TO CREATE PRIMARY DRAIN SUMPS - NO

HAND CUT INSULATION WILL BE ALLOWED

WHERE EXISTING PLASTIC DRAIN DOMES OCCUR, REPLACED WITH NEW CAST IRON DOMES

SECONDARY ROOF DRAIN

WITH NON-NOTCHED

RETAINING RING AND CAST

IRON DOME - SET 2" HIGHER

THAN PRIMARY DRAIN

SLOPE IN SUMP

BETWEEN DRAINS

RIGID INSULATION -

VARIES BY PROJECT

MANUFACTURERS

TAPERED INSULATION

SYSTEM

ROOFING MEMBRANE -

VARIES BY PROJECT

SLOPE IN SUMP

BETWEEN DRAINS

SECTION

PLAN

EDGE OF SUMP

PRIMARY ROOF DRAIN W/

NOTCHED RETAINING RING

AND CAST IRON DOME

SECONDARY ROOF DRAIN

WITH NON-NOTCHED

RETAINING RING AND CAST

IRON DOME - SET 2" HIGHER

THAN PRIMARY DRAIN

PRESERVATIVE TREATED

NAILERS / SHIMS AS REQ'D

NOTE: WHERE RAISING OF

SECONDARY DRAIN IS REQUIRED TO

ACHIEVE THIS DETAIL, MODIFY

EXISTING PLUMBING AS REQUIRED

6' - 0" MIN. 10' - 0" MAX. (BASED ON SPACING BETWEEN DRAIN BOWLS AS INDICATED BELOW)

(8 P

IP

E

D

IA

M E

T E

R S

M

IN

.O R

P

IP

E

D

IA

M E

T E

R S

M A

X

6' - 0" MIN. 10' - 0" MAX. (BASED ON SPACING BETWEEN DRAIN BOWLS AS INDICATED BELOW)

2' - 0" (HOLD)

BETWEEN DRAIN BOWLS

2' - 0" MIN. 6' - 0" MAX 2' - 0" (HOLD)

CONT. BEAD OF

APPROVED SEALANT

STAINLESS STEEL

CLAMPING RING

FIELD FABRICATED METAL

HOOD

FASTENER

2" MIN. WELDED

SPLICE

E Q

U

IP

M E

N T

R E

Q U

IR

E

M E

N T

S

PLAN VIEW OF STEEL PLATE

ROOF DECK VARIES

BY PROJECT

RIGID INSULATION

VARIES BY PROJECT

ROOFING MEMBRANE

VARIES BY PROJECT

12"x12"x16 ga. GALVANIZED STEEL PLATE

WELD PIPE TO PLATE - ATTACH PLATE TO

DECK WITH #14 STS (OR

APPROPRIATEFASTENERS FOR DECK

TYPE)

PRE-MOLDED PIPE

FLASHING

CAPPED, 2" DIA. x 3/16"

STEEL PIPE (GALVANIZED) -

WELDED TO STEEL BASE

PLATE -COORDINATE

LOCATION AND HEIGHT

WITH OWNER AND DISH

SUPPLIER AS REQ'D. -

NOTE: SEAL ANY HOLES OR

OTHER PENETRATIONS

USED FOR THE

GALVANIZING PROCESS

NOTE THAT PITCH POCKETS

ARE NOT AN ACCEPTABLE

METHOD OF WATER-PROOFING

BASE OF PIPES

1'-0"

M

IN

A S

R E

Q U

IR

E

D

C O

O R

D W

2"

2" 2"

M

IN

2" 2"

VARIES

ROOF DECK VARIES

BY PROJECT

RIGID INSULATION

VARIES BY PROJECT

ROOFING MEMBRANE

VARIES BY PROJECT

HEAT WELDED

FLASHING

TYPICAL

PIPE / CONDUIT

FLASHING MEMBRANE

AND SEALANT

STAINLESS STEEL

CLAMPING RING

SPM MEMBRANE

PRE-FABRICATED BOOT WITH

MINIMUM 1" TURN-UP

CONTINUOUS WELD

NOTE THAT WHERE A PIPE IS CAPABLE OF

BEING

FLASHED USING A ROOFING

MANUFACTURER'S

PRE-FABRICATED BOOT (SUCH AS SHOWN

ABOVE), THAT OPTION IS REQUIRED AND

SHOULD BE USED OVER A FIELD FLASHED

DETAIL (SUCH AS SHOWN BELOW)

TYPICAL

MIN. MIN.

MIN. MIN.

PLUMBING VENT /

STACK

FLASHING MEMBRANE

AND SEALANT

STAINLESS STEEL

CLAMPING RING

ADHERED FIELD

FLASHED MEMBRANE

HEAT WELDED

FLASHING

ROOFING MEMBRANE

VARIES BY PROJECT

RIGID INSULATION

VARIES BY PROJECT

ROOF DECK VARIES

BY PROJECT

NOTE:

IF THE TOP OF THE EXISTING VENT IS

LESS THAN 12" ABOVE THE NEW

FINISHED ROOF SURFACE, THE VENT

MUST BE EXTENDED

NOTE THAT PITCH POCKETS

ARE NOT AN ACCEPTABLE

METHOD OF WATER-PROOFING

BASE OF PIPES

TYPICAL

STAINLESS STEEL CLAMPING

RING

SPM MEMBRANE BOOT WITH

MINIMUM 1" TURN-UP

CONTINUOUS WELD TO PVC

COATED METAL

HEAT WELDED FLASHING

FLASHING MEMBRANE AND

SEALANT

AUTOMATIC SELF DRAINING FREEZE PROOF

ROOF HYDRANT - HYDRANTS SHALL BE

PROVIDED ON ALL ROOFS THAT HAVE

ROOFTOP EQUIPMENT THAT REQUIRES

SERVICING - WHERE POSSIBLE, LOCATE

OVER JANITORS CLOSETS, RESTROOMS OR

OTHER SERVICEABLE AREAS AND WITHIN A

200' RADIUS OF THE ROOFTOP EQUIPMENT

THAT REQUIRES SERVICING - IF EQUIPMENT

FALLS OUTSIDE OF THE 200' RADIUS,

ADDITIONAL HYDRANTS ARE TO BE

PROVIDED TO COVER ALL SUCH EQUIPMENT -

HYDRANT SHALL BE PLUMBED DIRECTLY TO

DRAIN, INDIRECT INTO MOP SINK, FUNNEL

DRAIN, OR FLOOR SINK.

ROOFING MEMBRANE - VARIES

BY PROJECT

ROOF DECK VARIES BY

PROJECT

RIGID INSULATION -

VARIES BY PROJECT

INSTALL HYDRANT PER MANUFACTURERS

RECOMMENDATIONS - VARIES BY

MANUFACTURER AND BY ROOFING / DECK

SYSTEM

ROUTE AUTOMATIC DRAIN

TO NEAREST MOP SINK,

FLOOR SINK, OR FUNNEL

DRAIN - PROVIDE 2" AIR GAP

MIN.

2"

MIN.

2"

M

IN

ALUMINUM SCREEN

SUPPORT TUBE

WATER CUT-OFF MASTIC

FIELD FABRICATED

TPO WRAP

1'-2"

CAUTION

THIS ROOF IS UNDER WARRANTY UNTIL (INSERT YEAR) WITH

(INSERT MANUFACTURER). ALL ACCESS IS TO BE RESTRICTED

WITHOUT FACILITIES MANAGER'S PERMISSION & LOG ENTRY.

REPAIR WORK, IF NECESSARY, SHOULD BE PERFORMED ONLY

BY AN AUTHORIZED APPLICATOR, FOR LEAK REPAIRS, CONTACT

(INSERT MANUFACTURER) @ (INSERT MANUFACTURER

WARRANTY CLAIM DEPARTMENT PHONE NUMBER) AND

PROVIDE THEM WITH WARRANTY NUMBER, QUESTIONS

REGARDING THIS ROOF OR ANY POTENTIAL WORK PERTAINING

TO THIS ROOF OR ANY POTENTIAL WORK PERTAINING

TO THIS ROOF, PLEASE CONTACT DFCM AT

DFCMROOF@UTAH.GOV

WARRANTY #:

WARRANTY TYPE:

INSTALLATION DATE:

MANUFACTURER'S ADDRESS:

ROOFING CONTRACTOR:

CONTRACTOR TELEPHONE #:

CONTRACTOR ADDRESS:

ROOF MEMBRANE TYPE:

USE APPROPRIATE

FASTNERS AT EACH

CORNER FOR WALL TYPE

WHERE BEING INSTALLED

.060 ALUMINUM SIGN WITH

SCREEN PRINTED BACKGROUND

AND LETTERING - PROVIDE WITH

RADIUSED CORNERS AND NO

SHARP EDGES

NOTE:

SIGN TO BE LOCATED ON WALL

ADJACENT TO ROOF ACCESS POINT

PROVIDE SUBMITTAL

ON FINAL DESIGN OF

SIGN INCLUDING ALL

REQUESTED VERBIAGE

AND GRAPHICS

IF MULTIPLE ROOF

WARRANTIES OCCUR OR IF

ROOFING PROJECT IS NOT FOR

THE ENTIRE BUILDING, A

SCREEN PRINTED (OR LASER

ENGRAVED) ROOF PLAN TO BE

PROVIDED IN THIS SPACE - THIS

IS TO INDICATE THE LOCATIONS

OF THE ROOFING PROJECT TO

SHOW WHERE WARRANTIES

APPLY - ARCHITECT SHALL

SUPPLY PLAN DURING THE

SUBMITTAL PHASE

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

A3

ROOF DRAIN

SCALE: 3" = 1'-0"

D3

ROOF WARRANTY SIGN

SCALE: 3" = 1'-0"

C5

SATELLITE / ANTENNA POST DETAIL

SCALE: 3" = 1'-0"

A1

VENT / PIPE / CONDUIT PENETRATION

SCALE: 3" = 1'-0"

A5

WATER HYDRANT

54321

54321

D C

B A

DATE REVISION

PROJECT NUMBER

CAD DWG FILE

DRAWN BY

CHECKED BY

DATE

DFCM SEAL

ARCHITECT'S SEAL

730 Pacific Avenue

Salt Lake City, Utah 84104

801.521.6186 | FFKR.com

/1

/2

:2

:3

A M

AE502

DETAILS

FFKR PROJECT # 26063

DJV

AAH

07/17/26

E M

E R

G E

N C

Y R

O O

F R

E P

L A

C E

M E

N T

T A

Y L

O R

H E

A L

T H

S C

IE

N

C E

B U

IL

D

IN

G

D F

C M

U

T A

H T

E C

H U

N

IV

E R

S

IT

Y

E

M E

D

IC

A L C

E N

T E

R D

R

IV

E S

T

G E

O R

G E

U

T

D F

C M

P R

O J E

C T

N O

B

ID

S

E T

SCALE: 3" = 1'-0"

D1

SCREEN SUPPORT TUBE FLASHING

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/25/2026

STAINLESS STEEL

SPRING HINGES

1 1/2" O.D PIPE

IN 6061 T6 ALUMINUM ALLOY

RAILS

EXISTING

ROOF HATCH

42"

ABOVE THE

ROOF SURFACE

OR DECK

GRAVITY/SPRING

ASSISTED GATE

GRAVITY/SPRING

ASSISTED GATE

6"

OF W

ALKPAD

W

ALKPAD

(INDUCTION FASTENED)

30" W

IDTH

LE

NGTH O

F W

ALK

PA

D

DETERMIN

ED B

Y S

EAMS

OF F

IE

LD

M

EMBRANE

(M

AX. L

ENGTH 1

0' W

IT

H

MIN

. 2

" G

AP B

ETW

EEN

W

ALK

PA

D LE

NGTHS)

(INDUCTION FASTENED)

HEAT W

ELDED - PERIMETER

W

ALKPAD

HEAT W

ELDED - PERIMETER

1 1/2" MINIMUM

CONTINUOUS WELD AROUND

EDGE OF WALKPAD (MUST

BE WATERTIGHT)

NOTE: DO NOT INSTALL

WALKPADS OVER MEMBRANE

SEAMS.

HEAT WELDED SEAM

LE

NGTH O

F W

ALK

PA

D

DETERMIN

ED B

Y S

EAMS

OF F

IE

LD

M

EMBRANE

(M

AX. L

ENGTH 1

0' W

IT

H

MIN

. 2

" G

AP B

ETW

EEN

W

ALK

PA

D LE

NGTHS)

SKYLIGHT SYSTEM -

VARIES BY PROJECT

NEW WALL / CURB - SEE

STRUCTURAL

WRAP MEMBRANE OVER

TOP OF WALL AND SECURE

2" DOWN FACE OF WALL

BENEATH GYPSUM BOARD.

SINGLE PLY ROOFING SYSTEM -

VARIES PER PROJECT

AIR & MOISTURE BARRIER

EXISTING ROOF STRUCTURE

R19 INSULATION

" M

IN

GYPSUM BOARD - PAINTED

J MOLD

J MOLD

GYPSUM SHEATHING

RAISE EXISTING

CURB TO SUPPORT

NEW SLOPED SKYLIGHT

ALUMINUM RAFTER CAP WITH

SNAP-ON CLOSURE

"T" GASKET

1/4-14 STAINLESS STEEL HEX

HEAD SCREWS WITH SEALED

WASHERS AT 12" O.C.

RAFTER

2 3/4"

/2

N A

IL

E

R S

S

H

IM

S

18" MIN.

M

IN

M

IN

(R

O O

F S

U R

F A

C E

ROOF DECK VARIES

BY PROJECT

RIGID INSULATION

VARIES BY PROJECT

ROOFING MEMBRANE

VARIES BY PROJECT

SEAM PLATE AND

FASTENERS AT 12"

O.C. - FASTEN INTO

STUDS

FULLY ADHERED MEMBRANE -RUN

MEMBRANE OVER TOP

OF CURB AS SHOWN AND NAIL

OFF AT 6" O.C. ON INSIDE OF CURB

DUCTED MECHANICAL EQUIPMENT

(EQUIPMENT VARIES) - FASTEN TO SIDE OF

CURB W/ MIN. OF 2 HIGH-DOMED, CAPPED,

GASKETED FASTENERS PER SIDE - NOTE

THAT NON-DUCTED MECHANICAL

EQUIPMENT SHALL USE THE "ELEVATED

EQUIPMENT PLATFORM" DETAIL IN LIEU OF

THIS CURB DETAIL

NOTE THAT IF CURB CONSTRUCTION IS EXISTING, THE CONTRACTOR IS

RESPONSIBLE FOR MODIFYING / RAISING THE CURB AS REQUIRED TO

ACHIEVE THE DIMENSIONS INDICATED (FROM THE FINISHED ROOF

SURFACE TO FASTENERS AND TOP OF CURB) - IN SUCH CASES,

LICENSED MECHANICAL & ELECTRICAL CONTRACTORS MUST PERFORM

ALL REQUIRED CHANGES TO MECHANICAL EQUIPMENT / LINE SETS /

ELECTRICAL WIRING & CONNECTIONS ETC.

FLEXIBLE ELECTRICAL LINES ARE TO ENTER BUILDING

THROUGH A GOOSE NECK PIPE - REFER TO GOOSE

NECK PIPE DETAIL - WHERE OTHER PIPES / CONDUITS,

ETC, OCCUR, COORDINATE WITH PIPE / CONDUIT

DETAILS - ELECTRICAL / COMMUNICATIONS CABLING

SHOULD NOT SHARE THIS PENETRATION, BUT

SHOULD HAVE THEIR OWN - POWER SERVICE LINES

PENETRATING THE ROOF SHOULD BE

FLASHED WITH

A PREMANUFACTURED BOOT.

TYPICAL NOTE: ALL EXISTING

ELECTRICAL LINES / CONNECTIONS

(AS OCCUR) ARE TO BE REPLACED

WITH NEW WITH THE EXCEPTION OF

RIGHT AT THE EQUIPMENT

LOCATION,

ELECTRICAL LINES AND JUNCTION

BOX'S THAT ARE RUN ABOVE THE

ROOF, AND OR DECK, ARE TO BE

REPLACED AND RE-RUN BENEATH

THE DECK BACK TO THE NEAREST

JUNCTION OR ELECTRICAL BOX - NO

FLEXIBLE ELECTRICAL CONDUIT

WILL BE ALLOWED LOWER THAN 12"

ABOVE THE FINISHED ROOF

SURFACE - ALL ELECTRICAL WORK

MUST BE DONE TO NEC STANDARDS

NOTE THAT WALK PADS ARE TO

BE PROVIDED AT ALL 4 SIDES

OF FAN CURBS

NOTE:CURB MUST BE

CONSTRUCTED SO TOP IS LEVEL

PRESERVATIVE

TREATED 2X

FRAMING / SHIMS

T O

M A

T C

H

IN

S

U L A

T

IO

N D

E P

T H

(CURB TO PENETRATION TYP.)

T O

T O

P O

F C

U R

B

T O

F A

S T

E N

E R

S

)NOTE: ALL GAPS BETWEEN DUCT &

CURB ARE TO BE FILLED IN WITH

INSULATION THAT IS EQUIVALENT TO

THE R-VALUE OF THE ROOF SYSTEM

IF FINAL INSULATION DEPTH IS

GREATER THAN THE EXISTING

INSULATION DEPTH, PROVIDE

ADDITIONAL NAILERS / SHIMS AS

REQ'D. TO ACHIEVE THE 10"

MINIMUM HEIGHT FROM THE FINAL

ROOFING SURFACE TO THE TOP OF

THE CURB

3/4" 4" MIN

CONTINUOUS SILICONE

SEALANT WITH BACKER ROD

(FURNISHED BY WASCO)

WEEP HOLES AT EACH RAFTER

OR HIP

.062 ALUMINUM CLOSURE

PINNACLE 350 SILL

WEEP HOLES AT EACH RAFTER

OR HIP

CONTINUOUS URETHANE

SEALANT (FURNISHED BY

WASCO)

#10 S.D.S.T. SCREWS WITH 1"

BUTYL TAPE AT 24" O.C.

.032 ALUMINUM APRON

CURB BY OTHERS

1/4" X 4" RUBBER GLAZING

BUMPER (2 PER BAY)

"T" GASKET

1/4-14 STAINLESS STEEL HEX

HEAD SCREWS WITH SEALED

WASHERS (2) PER RAFTER

BASE PLATE

3/8" MIN S.S. OR GALV ANCHOR

(BY INSTALLER)

CONTINUOUS MASTIC

COMPATIBLE W/ ROOFING

MATERIAL (BY INSTALLER)

.062 ALUMINUM CLOSURE

PINNACLE 350 SILL

CONTINUOUS URETHANE

SEALANT (FURNISHED BY

WASCO)

#10 S.D.S.T. SCREWS WITH 1"

BUTYL TAPE AT 24" O.C.

.032 ALUMINUM APRON

"T" GASKET

1/4-14 STAINLESS STEEL HEX

HEAD SCREWS WITH SEALED

WASHERS AT 12" O.C.

3/8" MIN S.S. OR GALV ANCHOR

(BY INSTALLER)

CONTINUOUS MASTIC

COMPATIBLE W/ ROOFING

MATERIAL (BY INSTALLER)

SNAP IN CLOSURE

ALUMINUM RETAINER

CURB BY OTHERS

1/2" 4" MIN

TYP.

TYP.

B1

AE503

A1

AE503

B2

AE503

A2

AE503

TYP.

TYP.

VERIFY IN FIELD

34' - 0"

F

IE

L D

V E

R

IF

Y

SCALE: 3" = 1'-0"

A4

EQUIPMENT CURB DETAIL

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

C5

ROOF HATCH GUARDRAIL & GATE

SCALE: 6" = 1'-0"

C4

WALKPAD DETAIL

54321

54321

D C

B A

DATE REVISION

PROJECT NUMBER

CAD DWG FILE

DRAWN BY

CHECKED BY

DATE

DFCM SEAL

ARCHITECT'S SEAL

730 Pacific Avenue

Salt Lake City, Utah 84104

801.521.6186 | FFKR.com

/1

/2

:2

:3

A M

AE503

DETAILS

FFKR PROJECT # 26063

DJV

AAH

07/17/26

E M

E R

G E

N C

Y R

O O

F R

E P

L A

C E

M E

N T

T A

Y L

O R

H E

A L

T H

S C

IE

N

C E

B U

IL

D

IN

G

D F

C M

U

T A

H T

E C

H U

N

IV

E R

S

IT

Y

E

M E

D

IC

A L C

E N

T E

R D

R

IV

E S

T

G E

O R

G E

U

T

D F

C M

P R

O J E

C T

N O

B

ID

S

E T

SCALE: 3" = 1'-0"

A2

SKYLIGHT SUPPORT WALL

SCALE: 6" = 1'-0"

B2

SKYLIGHT RAFTER DETAIL

SCALE: 6" = 1'-0"

A1

SKYLIGHT SILL DETAIL

SCALE: 6" = 1'-0"

B1

SKYLIGHT JAMB DETAIL

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

D1

ENLARGED SKYLIGHT DETAIL

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/25/2026