6-2-MP27003-27046640 Approved Plans.pdf

PROJECT LOCATION

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ARCHITECT'S SEAL

730 Pacific Avenue

Salt Lake City, Utah 84104

801.521.6186 | FFKR.com

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GI001

COVER GENERAL

INFORMATION

FFKR PROJECT # 26034

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07/17/26

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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

SMITH COMPUTER CENTER

225 S 700 E, ST. GEORGE, UT 84770

DFCM - UTAH TECH UNIVERSITY

DFCM PROJECT NO.: 27046640

ROOF REPLACEMENT

PROJECT TEAM

SHEET NO. SHEET NAME

GENERAL

GI001 COVER GENERAL INFORMATION

ARCHITECTURAL

AD101 ROOF DEMOLITION PLAN

AE101 ROOF PLAN

AE111 ROOF WALKPAD PLAN

AE501 DETAILS

AE502 DETAILS

AE503 DETAILS

AE504 DETAILS

MECHANICAL

M101 MECHANICAL ROOF PLAN

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/09/2026

REVIEWED FOR CODE

COMPLIANCE

A

B

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02.06

02.11

02.11

02.0902.09 02.0902.09

02.0902.09

02.11

02.11

02.11

02.11

01.01

01.01

01.01

01.01

01.02

01.02

01.02

01.02

02.05

02.04

02.04

02.07

02.11

02.11

02.11

02.11

02.11

02.17

02.01

02.01

02.15

02.03

02.03

02.03

02.03

02.03

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 B1/AE503 AND A3/AE501.

5. NEW ROOF MEMBRANE INSTALLATION AT

EXISTING ROOF DRAINS TO CONFORM WITH

DETAIL A1/AE502.

6. NEW ROOF MEMBRANE INSTALLATION AT ALL

PIPE OR VENT PENETRATIONS TO CONFORM TO

DETAILS A3/AE502 & C1/AE502.

7. NEW ROOF MEMBRANE INSTALLATION AT ALL

EQUIPMENT LINESETS TO CONFORM TO DETAIL

A4/AE502.

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 B1/AE503 AND A4/AE504.

LEGEND

DEMOLISH

PEDESTRIAN PROTECTION

WALKWAY

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REFERENCE NOTES

DATE REVISION

PROJECT NUMBER

CAD DWG FILE

DRAWN BY

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DFCM SEAL

ARCHITECT'S SEAL

730 Pacific Avenue

Salt Lake City, Utah 84104

801.521.6186 | FFKR.com

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AD101

ROOF

DEMOLITION

PLAN

FFKR PROJECT # 26034

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07/17/26

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SCALE: 1/8" = 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 CONDUIT/PIPE 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.

02.07 EXISTING ROOF ACCESS LADDER TO REMAIN.

02.09 DEMOLISH EXISTING MEMBRANE ROOFING SYSTEM.

EXISTING INSULATION TO REMAIN UNLESS

SATURATED OR DAMAGED.

02.11 REMOVE & SALVAGE EXISTING MECHANICAL

EQUIPMENT FOR RE-INSTALLATION.

02.15 EXISTING LINESET TO REMAIN. SEE REFERENCE

NOTE 23.02 ON AE101 FOR ADDITIONAL

INFORMATION.

02.17 SALVAGE EXISTING ANTENNA. PREPARE FOR

RE-INSTALLATION ON NEW ROOF STAND. SEE

DETAIL C1/AE502

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/09/2026

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C

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02.06

23.01

23.01

07.01 07.01

07.01

23.01

23.01

23.01

23.01

01.01

01.01

01.01

01.01

01.02

01.02

01.02

01.02

02.05

02.04

02.04

AE502

A1

A1

AE501

________A1

AE501

A1

AE501

A1

AE501

A1

AE501

A1

AE501

A3

AE501

A1

AE501

AE502

A3

AE503

A1

AE503

A1

AE503

A1

AE503

A1

AE502

A3

C3

AE501

TYP.

C3

AE501

TYP.

AE502

A1

AE502

A1

AE502

A1

AE502

A1

AE502

A1

02.07

HIGH

LOW

AE501

C5

AE501

C5

B1

AE503

B1

AE503

B1

AE503

AE501

C5

AE501

C5

AE501

C5

AE501

C5

TYP.

TYP.

AE503

A4

23.01

B1

AE503

23.01

23.02

23.02

23.01

B1

AE503

AE502

C1

02.01

02.01

AE504

A2

22.03

TYP.

TYP.

26.02

22.01

10.01

B1

AE503

B1

AE503

26.01

22.02

TYP.

SLOPE

SLOPE

AE503

A4

22.01

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 B1/AE503 AND A3/AE501.

5. NEW ROOF MEMBRANE INSTALLATION AT

EXISTING ROOF DRAINS TO CONFORM WITH

DETAIL A1/AE502.

6. NEW ROOF MEMBRANE INSTALLATION AT ALL

PIPE OR VENT PENETRATIONS TO CONFORM TO

DETAILS A3/AE502 & C1/AE502.

7. NEW ROOF MEMBRANE INSTALLATION AT ALL

EQUIPMENT LINESETS TO CONFORM TO DETAIL

A4/AE502.

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 B1/AE503 AND A4/AE504.

LEGEND

PEDESTRIAN PROTECTION

WALKWAY

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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

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AE101

ROOF PLAN

FFKR PROJECT # 26034

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07/17/26

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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 CONDUIT/PIPE TO REMAIN.

02.04 EXISTING BUILDING ACCESS STAIR.

02.05 EXISTING LOADING DOCK RAMP

02.06 EXISTING ROOF HATCH TO REMAIN.

02.07 EXISTING ROOF ACCESS LADDER 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.

10.01 NEW ROOF HATCH MOUNTED FALL PROTECTION

RAILING

22.01 NEW WATERHYDRANT W/ 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. RE-INSTALL CAST IRON

STRAINERS. REPLACE ANY PLASTIC STRAINERS

WITH NEW CAST IRON STRAINERS.

22.03 NEW GAS PIPING SUPPORT BLOCK – SEE A1/AE504

23.01 ALL EXISTING MECHANICAL EQUIPMENT IS TO BE

REMOVED AND REINSTALLED ON CURBS OR ROUND

LEGGED STANDS 12” MIN ABOVE NEW ROOF

SURFACE.

23.02 EXISTING SPLIT SYSTEM TO BE RE-INSTALLED ON

NEW ROUND-LEGGED MECHANICAL STAND. MODIFY

EXISTING LINESET AS REQUIRED TO FEED

EQUIPMENT ON NEW STAND. ROUTE LINESET

PIPING THROUGH NEW LINESET ENCLOSURE AT

ROOF PENETRATION AS PER A4/AE502.

26.01 RELOCATE EXISTING ANTENNA TO NEW MOUNTING

POLE. COORDINATE AIMING ANTENNA WITH

FACILITIES STAFF.

26.02 NEW CONDUIT SUPPORT BLOCK – SEE A1/AE504.

SCALE: 1/8" = 1'-0"

A1

ROOF PLAN

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/09/2026

B

C

D

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234567

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02.06

07.0107.01

07.0107.01

07.0107.01

01.01

01.01

01.01

01.01

01.02

01.02

01.02

01.02

02.05

02.04

02.04

02.07

07.02

TYP.

07.02

TYP.

3' - 6"

07.02

TYP.

LEGEND

WALKPAD

WALKPAD

SUBSTITUTE 1/2" MARINE PLYWOOD

FOR HD POLYISO

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 B1/AE503 AND A3/AE501.

5. NEW ROOF MEMBRANE INSTALLATION AT

EXISTING ROOF DRAINS TO CONFORM WITH

DETAIL A1/AE502.

6. NEW ROOF MEMBRANE INSTALLATION AT ALL

PIPE OR VENT PENETRATIONS TO CONFORM TO

DETAILS A3/AE502 & C1/AE502.

7. NEW ROOF MEMBRANE INSTALLATION AT ALL

EQUIPMENT LINESETS TO CONFORM TO DETAIL

A4/AE502.

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 B1/AE503 AND A4/AE504.

54321

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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

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:5

A M

AE111

ROOF WALKPAD

PLAN

FFKR PROJECT # 26034

DJV

AAH

07/17/26

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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.

02.04 EXISTING BUILDING ACCESS STAIR.

02.05 EXISTING LOADING DOCK RAMP

02.06 EXISTING ROOF HATCH TO REMAIN.

02.07 EXISTING ROOF ACCESS LADDER 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 A3/AE504

SCALE: 1/8" = 1'-0"

A1

ROOF WALKPAD PLAN

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/09/2026

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.

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

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

EXISTING BEVELED

PARAPET COPING

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

EXISTING ROOF STRUCTURE

VARIES BY PROJECT

ROOF MEMBRANE, WRAP

ALL SIDES OF SCUPPER

REUSE EXISTING CHANNEL

THROUGH EXISTING WALL.

VERIFY POSITIVE SLOPE TO

DRAIN. EXTEND BEYOND FACE

OF MASONRY WALL 4" MIN.

EXISTING WALL

THICKNESS VARIES

MEMBRANE COATED

METAL EDGE

ROOF MEMBRANE

VARIES BY PROJECT

MEMBRANE COATED METAL RIM

AROUND SCUPPER OPENING

TO MATCH EXISTING

COLOR AND APPEARANCE

AE501

A1

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DATE REVISION

PROJECT NUMBER

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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

:4

:5

A M

AE501

DETAILS

FFKR PROJECT # 26034

DJV

AAH

07/17/26

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SCALE: 6" = 1'-0"

C3

IN LAP FASTENING METHOD AT STEEL DECK

SCALE: 3" = 1'-0"

A3

REMOVABLE FLASHING AT LOWER ROOF

SCALE: 1" = 1'-0"

A5

COVERED WALKWAY DETAIL

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

C5

THROUGH WALL SCUPPER DETAIL

SCALE: 3" = 1'-0"

A1

PARAPET EDGE METAL DETAIL - BEVELED

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/09/2026

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

3'-0" MINIMUM

M

IN

IM

U

M

3'-0" MINIMUM

ROOF MEMBRANE

EXISTING ROOF

DRAIN

EXISTING

METAL

DECK

MANUFACTURERS

TAPERED RIGID

INSULATION

RIGID INSULATION

PRESERVATIVE

TREATED

NAILER / SHIMS AS

REQ'D

SECTION

PLAN

EDGE OF SUMP

EXISTING ROOF

DRAIN. INSPECT,

REPLACE IF DAMAGED

EDGE OF SUMP -

COORDINATE WITH SPILLOUT

SCUPPER ALONG

EDGE OF ROOF

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"

NOTE THAT THIS EDGE OF THE CAP

IS TO EXTEND 4" BEYOND THE

FACE OF THE ENCLOSURE TO SHIELD

LINE SET PENETRATION FROM

WEATHER - PROVIDE HEMMED DRIP

EDGE AS SHOWN

REMOVABLE COATED METAL

CAP - FASTEN TO

ENCLOSURE W/ (2 PER SIDE

ON 3 SIDES) HIGH-DOMED,

CAPPED, GASKETED

FASTENERS - ALL SEAMS /

JOINTS THAT ARE NOT

REQUIRED FOR REMOVAL OF

CAP ARE TO BE FULLY

WATERPROOFED WITH HEAT

WELDED MEMBRANE

COATED METAL

ENCLOSURE WITH ALL

SEAMS / JOINTS /

FASTENERS ETC. FULLY

COVERED /

WATERPROOFED WITH

HEAD WELDED

MEMBRANE

HEAT WELD FLASHING

TO COATED METAL

ENCLOSURE

FASTEN FLANGES OF ENCLOSURE

TO DECK WITH (12) #14 STS (OR

APPROPRIATE FASTENERS FOR

DECK TYPE)

LINE SET OR OTHER SIM.

PENETRATIONS THROUGH

ROOF

ROOF DECK

VARIES

BY PROJECT

RIGID INSULATION

VARIES BY

PROJECT

ROOFING MEMBRANE

VARIES BY PROJECT

FASTEN FLANGES OF ENCLOSURE TO DECK

WITH

(12) #14 STS (OR APPROPRIATE

FASTENERS FOR

DECK TYPE)

NOTE THAT PITCH POCKETS

ARE NOT AN ACCEPTABLE

METHOD OF WATER-PROOFING

BASE OF PIPES

PACK BASE OF

ENCLOSURE

W/ BATT INSULATION

LINE SET OR OTHER SIM.

PENETRATIONS THROUGH

ROOF

NOTE THAT LINE SET

MUST ENTER THE

ENCLOSURE

DRAPING UPWARDS

AS SHOWN

NOTCH CAP WHERE PIPES

PENETRATE (IF REQ'D.)

FASTEN PARTIAL COATED

METAL PIPE EXTENSION TO

ENCLOSURE - SEE PHOTO

ABOVE (SIM.) - COVER ALL

FASTENERS / JOINTS WITH

WELDED MEMBRANE

SEAL OR FOAM IN AND

AROUND OPENINGS TO

FURTHER PROTECT THE

OPENING FROM THE

ELEMENTS AND INSECTS ETC

NOTE (TYPICAL):

LOCATE NEW LINE SET

ENCLOSURES A MININUM OF 18"

AWAY FROM THE UNIT BEING

SERVED

NOTE (TYPICAL):

ALL EXISTING LINE SETS MUST

BE REPLACED WITH NEW

PROVIDE ADDITIONAL LENGTH

OF LINE SET AS REQ'D. TO

PROPERLY WORK WITH

NEW ENCLOSURE

ENCLOSURE SHOWN IN PHOTO FOR REFERENCE

ONLY -NOTE THAT ALL METAL MUST BE COATED

METAL, (NOT

GALVANIZED METAL)

PLAN VIEW

A S

R E

Q 'D

2" AS REQ'D 2"

4" AS REQ'D

M

IN

2"

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

:4

:5

A M

AE502

DETAILS

FFKR PROJECT # 26034

DJV

AAH

07/17/26

R O

O F

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P L A

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M E

N T

S M

IT

H

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M P

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C E

N T

E R

D F

C M

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T A

H T

E C

H U

N

IV

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T

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G E

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D F

C M

P R

O J E

C T

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ID

S E

T

SCALE: 3" = 1'-0"

A3

VENT / PIPE / CONDUIT PENETRATION

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

A1

DRAIN SUMP DETAIL

SCALE: 3" = 1'-0"

C1

SATELLITE / ANTENNA POST DETAIL

SCALE: 3" = 1'-0"

A4

GOOSENECK PIPE DETAIL LINESET ENCLOSURE

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/09/2026

RIGID INSULATION -

VARIES BY PROJECT

ROOF DECK VARIES BY

PROJECT

6 2

6 2

6 2

SEAM PLATE AND

FASTENERS AT 12" O.C. -

FASTEN INTO STUDS

ROOFING MEMBRANE -

VARIES BY PROJECT

PRESERVATIVE TREATED 2X

FRAMING / SHIMS

FULLY ADHERED MEMBRANE -

RUN MEMBRANE OVER TOP OF

CURB AS SHOWN AND NAIL OFF

AT 6" O.C. ON INSIDE OF CURB

MAU, RTU OR AHU AS OCCURS

12x12x1/2" GALVANIZED

STEEL PLATE - FASTEN

INTO DECK PER

STRUCTURAL

ENGINEERS

RECOMMENDATIONS

PRESERVATIVE TREATED 2X CURB OR PRE-

MANUFACTURED METAL CURB FROM THE

MECHANICAL UNIT MANUFACTURER (AS

OCCURS) - NOTE THAT WITH EITHER CURB

TYPE, FLASHING MEMBRANE MUST RUN

OVER THE TOP OF THE CURB & MINIMUM

HEIGHTS MUST BE MET AS INDICATED

GALVANIZED C4x5.4

CHANNEL

GALVANIZED HSS 2.5x.0188 -

MEASURE AND FIELD CUT

BOTTOM OF POSTS AS REQ'D.

TO ACHIEVE LEVEL TOP OF

SUPPORT

1/2" ⌀ THROUGH BOLT WITH

LOCK WASHER - DRILL

THROUGH ANGLES AND HSS

POST AS REQ'D.

3x3x1/4x 4" LONG

GALVANIZED STEEL ANGLE

WELDED TO BASE PLATE -

EACH SIDE OF HSS POST

STAINLESS STEEL

CLAMPING RING

CONT. BEAD OF

APPROVED SEALANT

PRE-MOLDED PVC

PIPE FLASHING

2" MIN. WELDED

SPLICE

1/4

1/4

BOTH

ENDS

1/4

1.

2.

3.

4.

5.

6.

GENERAL NOTES:

IF CURB CONSTRUCTION IS EXISTING, THE CONTRACTOR IS RESPONSIBLE FOR MODIFYING / RAISING THE CURB AS REQUIRED TO ACHIEVE THE MIN. DIMENSIONS INDICATED (FROM THE FINISHED ROOF SURFACE TO TOP OF CURB) - IN SUCH CASES, LICENSED MECHANICAL & ELECTRICAL CONTRACTORS MUST PERFORM ALL REQUIRED CHANGES TO MECHANICAL EQUIPMENT / LINE SETS / ELECTRICAL WIRING & CONNECTIONS ETC.

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

WALK PADS ARE TO BE PROVIDED AT ALL 4 SIDES OF CURBS

CURBS AND SUPPORT STANDS MUST BE CONSTRUCTED SO TOP IS LEVEL

NO WELDING WILL BE ALLOWED ON THE ROOF - WELDING SHALL BE DONE IN THE PARKING LOT OR IN A

SHOP

IF FINAL INSULATION DEPTH IS GREATER THAN THE EXISTING INSULATION DEPTH, PROVIDE ADDITIONAL NAILERS / SHIMS AS REQ'D. TO ACHIEVE THE MINIMUM HEIGHT INDICATED FROM THE FINAL ROOFING

SURFACE TO THE TOP OF THE CURB

TYP. CANTILEVER SUPPORT STANDTYP. EQUIPMENT CURB

7.

8.

9.

10.

GENERAL NOTES (CONT.):

VOIDS INSIDE THE CURB, AROUND DUCTING, ARE TO BE FILLED WITH RIGID OR BATT INSULATION AS REQ'D.

TO MATCH THE R-VALUE OF THE REST OF THE ROOF

SUPPORT STANDS ARE TO BE USED TO SUPPORT ALL CANTILEVERED EQUIPMENT - NO FEET OR SLEEPERS

RESTING ON ROOF WILL BE ALLOWED

NOTE THAT A MINIMUM OF (2) SUPPORT LEGS ARE TO BE PROVIDED FOR EACH PIECE OF EQUIPMENT THAT HAS CANTILEVERED ELEMENTS THAT NEED TO BE SUPPORTED - FASTEN CANTILEVERED ELEMENTS TO CHANNEL OR PROVIDE UNISTRUT AS REQ'D. TO PROVIDE ADEQUATE SUPPORT - FIELD VERIFY AND

COORDINATE EQUIPMENT HEIGHT AND SUPPORT HEIGHTS AS REQ'D.

NOTE THAT ADDITIONAL ENGINEERING WILL BE REQUIRED FOR EQUIPMENT OVER 300 POUNDS.

NOTE: ALL GAPS BETWEEN

DUCT & CURB ARE TO BE FILLED

IN WITH INSULATION THAT IS

EQUIVALENT TO THE R-VALUE

OF THE ROOF SYSTEM

T O

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T

IO

N D

E P

T H

N A

IL

E

R S

S

H

IM

S

T O

T O

P O

F C

U R

B

M

IN

CURB TO PENETRATION

18" MIN.

M

IN

C

O O

R D

A

S R

E Q

'D

F

IE

L D

V E

R

IF

Y

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

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

CONTRACTOR IS TO PROVIDE

FULL SHOP DRAWINGS ON

GUARDRAIL SYSTEM

PLAN VIEW OF

STEEL PLATE

1_

" STEEL PLATE - GALVANIZED.

WELDED TO BOTTOM OF PIPE

GUARDRAIL. SCREWED TO DECK.

NOTE:

DIMENSION "X" TO BE

FIELD

COORDINATED.

SCREWS ARE TO

ALIGN WITH THE TOP

OF DECK FLUTES.

X=18"MIN.

1_

RIGID INSULATION

EXISTING ROOF DECK

ROOF MEMBRANE

PIPE FLASHING - SEE D2/AE501

1-1/2" DIA. X-STRONG SCH 40

GALVANIZED

STEEL PIPE. CONSTRUCT PLUMB, SEE

PLAN FOR LENGTH, LOCATION AND

LAYOUT. SEAL ALL HOLES OR OTHER

PENETRATIONS USED FOR THE

GALVANIZING PROCESS.

SEE PLAN FOR LENGTH

E Q

E

Q

3'-0" MAX.

N O

T

G R

E A

T E

R T

H A

N

"X

1'-6" 1

/2

1 1/2" R8"

SCALE: 3" = 1'-0"

B1

CANTILEVERED MAU / RTU / AHU SUPPORT

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

:4

:5

A M

AE503

DETAILS

FFKR PROJECT # 26034

DJV

AAH

07/17/26

R O

O F

R E

P L A

C E

M E

N T

S M

IT

H

C O

M P

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E R

C E

N T

E R

D F

C M

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E C

H U

N

IV

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E

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T

G E

O R

G E

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T

D F

C M

P R

O J E

C T

N O

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ID

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T

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

A1

PIPE RAIL EDGE PROTECTION

SCALE: 3" = 1'-0"

C4

ROOF WARRANTY SIGN

SCALE: 3" = 1'-0"

A4

WATER HYDRANT

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/09/2026

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)

NOTE: WHERE LOADS OVER 100LB ON OPEN WEB JOISTS ARE LOCATED MORE THAN 6" FROM

THE PANEL WORK POINTS AT EITHER THE TOP OR BOTTOM CHORD, THE CONTRACTOR SHALL

INSTALL ADDITIONAL DIAGONAL WEB MEMBERS AT THE LOCATION OF THE CONCENTRATED LOAD.

CONNECTIONS FOR LOADS OVER 100LB MUST BE A CONCENTRIC ATTACHMENT

ADDITIONAL DIAGONAL WEB MEMBER.

L2x2x3/16 MIN ON EACH SIDE OF

OPEN WEB STEEL JOIST WHERE

CONCENTRATED LOAD IS APPLIED

P = CONCENTRATED LOAD

> 6"

STEEL JOIST, SEE PLAN

P = CONCENTRATED LOAD

> 6"

AT K JOIST

P = CONCENTRATED LOAD

> 6"

3/16

TYP

ADDITIONAL DIAGONAL WEB

MEMBER. L3x3x1/4 MIN

ON EACH SIDE OF OPEN

WEB STEEL JOIST

P = CONCENTRATED LOAD

AT LH JOIST

STEEL JOIST, SEE PLAN

> 6"

8' MAX FIELD VERIFY

FOR UNITS OVER

150LBS SEE DETAIL

A4/S002

A

A

C12x20.7 AT EACH

SET OF LEGS

PREFABRICATED

ALUMINUM STAND

"ENGINEERING EXPRESS"

BASIS OF DESIGN

MECHANICAL UNIT

FIELD VERIFY 1 1/2" x20GA MIN

ROOF DECK AND 7'-0" MAX

BETWEEN SUPPORTS PRIOR TO

PROCEEDING

(4) 1/2" DIA BOLTS

TO UNISTRUT BACKER,

COORDINATE LAYOUT

WITH STAND BASE PLATE

7' MAX FIELD VERIFY

FIELD VERIFY 1 1/2" x20GA MIN

ROOF DECK AND 7'-0" MAX

BETWEEN SUPPORTS PRIOR TO

PROCEEDING

SECTION A-A

6" O.C. FLUTES FIELD VERIFY

(4) 1/2" DIA BOLTS

TO UNISTRUT BACKER,

COORDINATE LAYOUT

WITH STAND BASE PLATE

MECHANICAL UNIT

PREFABRICATED

ALUMINUM STAND

"ENGINEERING EXPRESS"

BASIS OF DESIGN

C12X20.7 AT EACH SET

OF LEGS

(2) 1/2" DIA

THROUGH BOLTS

SECTION A-A

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

:4

:5

A M

AE504

DETAILS

FFKR PROJECT # 26034

DJV

AAH

07/17/26

R O

O F

R E

P L A

C E

M E

N T

S M

IT

H

C O

M P

U T

E R

C E

N T

E R

D F

C M

U

T A

H T

E C

H U

N

IV

E R

S

IT

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S

E

S

T

G E

O R

G E

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T

D F

C M

P R

O J E

C T

N O

B

ID

S E

T

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

A2

ROOF HATCH GUARDRAIL & GATE

SCALE: 6" = 1'-0"

A3

WALKPAD DETAIL

SCALE: 3" = 1'-0"

A1

PIPING SUPPORT BLOCK DETAIL

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

A4

EQUIPMENT STAND DETAILS

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/09/2026

B

C

D

E

234567

SEE ARCHITECTURAL DRAWINGS

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 B1/AE503 AND A3/AE501.

5. NEW ROOF MEMBRANE INSTALLATION AT

EXISTING ROOF DRAINS TO CONFORM WITH

DETAIL A1/AE502.

6. NEW ROOF MEMBRANE INSTALLATION AT ALL

PIPE OR VENT PENETRATIONS TO CONFORM TO

DETAILS A3/AE502 & C1/AE502.

7. NEW ROOF MEMBRANE INSTALLATION AT ALL

EQUIPMENT LINESETS TO CONFORM TO DETAIL

A4/AE502.

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 B1/AE503 AND A4/AE504.

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

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:4

:5

A M

M101

MECHANICAL

ROOF PLAN

FFKR PROJECT # 26034

DJV

AAH

07/17/26

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SCALE: 6" = 1'-0"

A3

EXISTING ROOF FRAMING PLAN

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

A1

MECHANICAL ROOF PLAN

FOR

REFERENCE

ONLY

4 5

SCALE: 12" = 1'-0"

C1

MECHANICAL EQUIPMENT REFERENCE

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/09/2026