7-2-CS26100-27006700-Approved Plans.pdf

GI001

TITLE SHEET

GENERAL NOTES

AND SHEET INDEX

SNOW COLLEGE

TRADES BUILDING

ROOF REPLACEMENT

325 WEST 100 NORTH

EPHRAIM, UTAH

GENERAL ABBREVIATIONS DRAWING INDEXMATERIALS LEGEND GRAPHIC SYMBOLSCODE ANALYSIS

PROJECT DIRECTORY

MARK DESCRIPTIONDATE

SHEET TITLE

DESIGNED BY:

DRAWN BY:

DATE:

CAD DWG FILE NO:

DESIGN SEQUENCE PROJECT NO:

AGENCY PROJECT NO:

DWG TYPE:

ARCHITECTURAL PHASE:

350 South 200 East, #106 Salt Lake City, Utah 84111

P: 801.596.0691 DesignUtah.com

MAY 14, 2026

27006700

2605.01

SNOW COLLEGE

TRADES BLDG

ROOF REPLACEMENT

325 W 100 N, Ephraim, UT 84627

PERMIT SET

Building Official Stamp

Consultant Info

Engineer Stamp

North: __________ South: __________ East: __________ West: __________

Special Use and Occupancy (e.g. High Rise, Covered Mall): _____________________

d) Unlimited Area Building: Yes ________ No ________ Code Section: ________ a a

3) Three Story: A (3) _______________________________________________

2) Two Story: A (2) ________________________________________________

1) One Story: _____________________________________________________

c) Total Allowable Area for:

1_< Allowable Area

Actual Area

b) Sum of the Ratio Calculations for Mixed Occupancies:

a) 0.25I =f F P 30

W stA IfIA ttaA = A + +

Official for Complex Buildings. Including, but not limited to:

a) High Rise Requirements.

b) Atriums.

c) Performance Based Criteria.

d) Means or Egress Analysis.

2) Additional Code Information shall be provided at the discretion of the Building Code Accessibility Chapters, the more restrictive requirement shall govern.

through - ADA Guidelines and specific reference to the International Building

1) In case of conflict with the U.S. Department of Justice Federal Registers Parts

FOOTNOTES:

d) Drinking Fountains: ______ Service Sinks: ______

c) Bath Tubs or Showers: ______

b) Lavatories - Required (m) ______ (f) ______ Provided (m) ______ (f) ______

a) Water Closets - Required (m) ______ (f) ______ Provided (m) ______ (f) _____

M. Minimum Number of Required Plumbing Facilities:

Exit Width Required: ______ Exit Width Provided: ______

Element Hours Assembly ListingListing

Element AssemblyHours

Smoke Partitions Fire Partitions

Exterior Bearing Walls Interior Bearing Walls Exterior Non-Bearing Walls Structural Frame Partitions - Permanent Fire Barriers

Floors - Ceiling Floors Roofs - Ceiling Roofs Exterior Doors and Windows Shaft Enclosures Fire Walls

BAHTBABABA

Design Wind Speed: _____________ mphB. Seismic Design Category: ___________

L. Design Occupant Load: ______

K. Fire Resistance Rating Requirements for Building Elements (hours).

Area Modifications:J.

__________________________________________________________Tabular Area:I.

per Floor (square feet): ________________________________________Actual AreaH.

Number of Stories: ___________________ Building Height: ___________________G.

Required: ________ Provided: ________ Type of Sprinkler System: ________ Sprinklers:F.

Mixed Occupancies: _______________ Nonseparated Uses: _______________E.

separation distance (in hours):

Requirements for the Exterior Walls based on the fireFire Resistance RatingD.

C. Type of Construction (circle one):

Change in Use: Yes ______ No ______ Mixed Occupancy: Yes ______ No ______

National Electrical Code

Conservation Code International Energy International Fire Code International Plumbing Code International Mechanical Code International Building Code

YearYear

APPLICABLE CODES

A. Occupancy and Group: ________ ________ ________ ________ ________

g) Fire Stopping, Including Tested Design Number.

f) Exterior and Interior Accessibility Route.

e) Fire Assembly Locator Sheet.

ICC/ANSI A117.1-2003

GENERAL NOTES

COMPLIANCE REQUIREMENTS

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

06/10/2026

REVIEWED FOR CODE

COMPLIANCE

GI002

SPECIAL INSPECTIONS

AND TESTING

MARK DESCRIPTIONDATE

SHEET TITLE

DESIGNED BY:

DRAWN BY:

DATE:

CAD DWG FILE NO:

DESIGN SEQUENCE PROJECT NO:

AGENCY PROJECT NO:

DWG TYPE:

ARCHITECTURAL PHASE:

350 South 200 East, #106 Salt Lake City, Utah 84111

P: 801.596.0691 DesignUtah.com

MAY 14, 2026

27006700

2605.01

SNOW COLLEGE

TRADES BLDG

ROOF REPLACEMENT

325 W 100 N, Ephraim, UT 84627

PERMIT SET

Building Official Stamp

Consultant Info

Engineer Stamp

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

06/10/2026

2 2

5 5

7 7 7 7 7 7

AS101

PUBLIC SAFETY

SITE PLAN

MARK DESCRIPTIONDATE

SHEET TITLE

DESIGNED BY:

DRAWN BY:

DATE:

CAD DWG FILE NO:

DESIGN SEQUENCE PROJECT NO:

AGENCY PROJECT NO:

DWG TYPE:

ARCHITECTURAL PHASE:

350 South 200 East, #106 Salt Lake City, Utah 84111

P: 801.596.0691 DesignUtah.com

MAY 14, 2026

27006700

2605.01

SNOW COLLEGE

TRADES BLDG

ROOF REPLACEMENT

325 W 100 N, Ephraim, UT 84627

PERMIT SET

Building Official Stamp

Consultant Info

Engineer Stamp

SITE KEYED NOTES

GENERAL SITE NOTES

N

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

06/10/2026

3 3

4 4 4444

5 5

8 8

10 11

1414 14 14

18 18

AE101

ROOF PLAN

MARK DESCRIPTIONDATE

SHEET TITLE

DESIGNED BY:

DRAWN BY:

DATE:

CAD DWG FILE NO:

DESIGN SEQUENCE PROJECT NO:

AGENCY PROJECT NO:

DWG TYPE:

ARCHITECTURAL PHASE:

350 South 200 East, #106 Salt Lake City, Utah 84111

P: 801.596.0691 DesignUtah.com

MAY 14, 2026

27006700

2605.01

SNOW COLLEGE

TRADES BLDG

ROOF REPLACEMENT

325 W 100 N, Ephraim, UT 84627

PERMIT SET

Building Official Stamp

Consultant Info

Engineer Stamp

GENERAL ROOFING NOTESROOF KEYED NOTES

Award of Substantial Completion

N

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

06/10/2026

AE501

DETAILS

MARK DESCRIPTIONDATE

SHEET TITLE

DESIGNED BY:

DRAWN BY:

DATE:

CAD DWG FILE NO:

DESIGN SEQUENCE PROJECT NO:

AGENCY PROJECT NO:

DWG TYPE:

ARCHITECTURAL PHASE:

350 South 200 East, #106 Salt Lake City, Utah 84111

P: 801.596.0691 DesignUtah.com

MAY 14, 2026

27006700

2605.01

SNOW COLLEGE

TRADES BLDG

ROOF REPLACEMENT

325 W 100 N, Ephraim, UT 84627

PERMIT SET

Building Official Stamp

Consultant Info

Engineer Stamp

PRIMARY ROOF DRAIN W/

NOTCHED RETAINING RING

AND CAST IRON DOME

LINE OF SUMP (BEYOND)

ROOF DECK VARIES BY

PROJECT

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

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

2"

SLOPE IN SUMP

BETWEEN DRAINS

3' -0

(8

P

IP

E D

IA

M

ET

ER

S M

IN

.O

R

PI

PE

D

IA

M

ET

ER

S M

AX

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

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'DNOTE: WHERE RAISING OF

SECONDARY DRAIN IS REQUIRED TO

ACHIEVE THIS DETAIL, MODIFY

EXISTING PLUMBING AS REQUIRED

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

BETWEEN DRAIN BOWLS

2' - 0" (HOLD)

d2 ROOF DRAIN AND OVERFLOW ROOF DRAIN DETAIL

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

FLASHING MEMBRANE AND

SEALANT

STAINLESS STEEL

CLAMPING RING

PLUMBING VENT / STACK

ADHERED FIELD FLASHED

MEMBRANE

TYPICAL

HEAT WELDED

FLASHING

NOTE:

IF THE TOP OF THE EXISTING VENT IS

LESS THAN 12" ABOVE THE NEW

FINISHED ROOF SURFACE, THE VENT

MUST BE EXTENDED

" M

IN

2"

MIN.

2"

MIN.

VARIES

TYPICAL

STAINLESS STEEL CLAMPING

RING

SPM MEMBRANE PRE-FABRICATED

BOOT WITH MINIMUM 1" TURN-UP

CONTINUOUS WELD

HEAT WELDED FLASHING

FLASHING MEMBRANE AND

SEALANT

PIPE / CONDUIT

2"

MIN.

2"

MIN.ROOFING MEMBRANE - VARIES

BY PROJECT

ROOF DECK VARIES BY

PROJECT

RIGID INSULATION -

VARIES BY PROJECT

ROOFING MEMBRANE - VARIES

BY PROJECT

ROOF DECK VARIES BY

PROJECT

RIGID INSULATION -

VARIES BY PROJECT

NOTE THAT WHERE A PIPE IS CAPABLE OF BEING

FLASHED USING A ROOFING MANUFACTURES

PRE-FABRICATED BOOT (SUCH AS SHOWN

ABOVE), THAT OPTION IS REQUIRED AND

SHOULD BE USED OVER A FIELD FLASHED

DETAIL (SUCH AS SHOWN BELOW)

6 2

6 2

6 2

8" M

IN

R O

O F

SU

R

FA

C

E

TO

F

AS

TE

N

ER

S)

18" MIN.

(CURB TO PENETRATION TYP.)

N

AI

LE

R

S

SH

IM

S

TO

M

AT

C H

IN

SU

LA

TI

O N

D

EP

TH

" M

IN

TO

T

O P

O F

C U

R B

1/4

1/4

BOTH

ENDS

1/4

8" M

IN

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 STAND

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.

FI

EL

D V

ER

IF

Y

C O

O R

D . A

S R

EQ

'D

WALL - TYPE VARIES BY PROJECT

TERMINATION BAR AT TOP OF SPM FLASHING

MEMBRANE - PROVIDE COMPATIBLE

SEALANT BEHIND MEMBRANE AND OVER TOP

OF TERMINATION BAR - FASTEN @ 8" O.C.

SINGLE PLY ROOFING SYSTEM -

VARIES PER PROJECT

DRAINAGE PLANE / AIR & MOISTURE

BARRIER OVER SHEATHING AS OCCURS

EXTERIOR CLADDING / RAIN-SCREEN

AS OCCURS - VARIES BY PROJECT

DECK AS OCCURS - VARIES PER

PROJECT

1' -0

"M

IN

. T O

B O

TT

O

M O

F W

AL

L

PA

N

EL

8" M

IN

1' -0

"M

IN

. T O

B O

TT

O

M O

F W

AL

L

PA

N

EL

ROOF @ RAIN SCREEN / CLADDING

/ INTERIOR INSULATION

PREFINISHED, FRY SPRINGLOK 2-PIECE

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

APPROVED EQUAL) TO BE RUN BENEATH THE

CLADDING / RAIN-SCREEN SYSTEM - FLATTEN

AND REBEND LEG OF REGLET TO TURN UP FACE

OF SHEATHING / DRAINAGE PLANE AS SHOWN

8" M

IN

SECONDARY APPLICATION OF AIR &

MOISTURE BARRIER TO BE INSTALLED AS

SHOWN (AFTER COUNTERFLASHING

SYSTEM(S) HAVE BEEN INSTALLED)

PRIMED COVER BOARD & MINERAL WOOL

INSULATION BOARD (OR OTHER INSULATION AS

OCCURS) - MUST RUN FULL HEIGHT TO

UNDERSIDE OF WALL CLADDING ABOVE -

DEPTH AS REQ'D TO MATCH EXTERIOR

CLADDING / RAIN-SCREEN ABOVE

"Z" GIRTS OR OTHER SOLID SUBSTRATE

FOR ATTACHMENT OF TERM BAR TO WALL

VERIFY

ROOF @ RAIN SCREEN / CLADDING

/ EXTERIOR INSULATION

IN

SU

LA

TE

D

N O

N

-IN

SU

LA

TE

D

PREFINISHED, FRY 2-PIECE, "STUCCO REGLET STX"

AND COUNTERFLASHING (OR APPROVED EQUAL)

NOTE THAT THE INTENT OF THIS DETAIL IS TO

ACHIEVE A COUNTER-FLASHING SYSTEM THAT WILL

ALLOW FOR FUTURE RE-ROOFING WITHOUT

NEEDING TO REMOVE OR NEGATIVLY AFFECT THE

BUILDINGS WALL CLADDING / RAIN SCREEN SYSTEM

ADDITIONAL FLASHING AS OCCURS (IF REQ'D. BY

WALL CLADDING / RAIN SCREEN SYSTEM)

B1 TYPICAL VENT/PIPE/CONDUIT FLASHING DETAIL

SCALE: 3" = 1'-0"

D1 REMOVABLE FLASHING AT WALL BASE

SCALE: 3" = 1'-0"

A1 EQUIPMENT CURB AND SUPPORT DETAILS

SCALE: 3" = 1'-0"

TYP. EQUIPMENT CURB

18" MIN.

CURB TO PENETRATION

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

06/10/2026

AE502

MARK DESCRIPTIONDATE

SHEET TITLE

DESIGNED BY:

DRAWN BY:

DATE:

CAD DWG FILE NO:

DESIGN SEQUENCE PROJECT NO:

AGENCY PROJECT NO:

DWG TYPE:

ARCHITECTURAL PHASE:

350 South 200 East, #106 Salt Lake City, Utah 84111

P: 801.596.0691 DesignUtah.com

MAY 14, 2026

27006700

2605.01

SNOW COLLEGE

TRADES BLDG

ROOF REPLACEMENT

325 W 100 N, Ephraim, UT 84627

PERMIT SET

Building Official Stamp

Consultant Info

Engineer Stamp

B2 WARRANTY SIGN

SCALE: 3" = 1'-0"

A2 TYPICAL BASE DETAIL

SCALE: 3" = 1'-0"

7"

8" M

IN

1' -8

"M

IN

1'-0"

1' -0

PLAN VIEW OF STEEL PLATE

PIPE IS TO BE LOCATED A

MIN. OF 18" AWAY FROM

UNIT THAT IT IS SERVING

1"

CAUTION

THIS ROOF IS UNDER WARRANTY UNTIL (INSERT YEAR) WITH

(INSERT MANUFACTURER) . ALL ACCESS IS TO BE RESTRICTED

WITHOUT FACILITIES MANGER'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, PLEASE CONTACT

BUILDING MANAGER @ DFCMROOF@UTAH.GOV

WARRANTY #:

WARRANTY TYPE:

INSTALLATION DATE:

MANUFACTURER'S

ADDRESS:

ROOFING CONTRACTOR:

CONTRACTOR

TELEPHONE #:

CONTRACTOR ADDRESS:

ROOF MEMBRANE TYPE:1'

-4

1'-2"

IF INTERIOR INSTALLATION

OCCURS:

.060 ALUMINUM SIGN WITH UV

INHIBITED, SCREEN PRINTED

BACKGROUND, LETTERING

AND GRAPHICS - PROVIDE

WITH RADIUSED CORNERS

AND NO SHARP EDGES

IF EXTERIOR INSTALLATION

OCCURS:

.060 (DARK BRONZE)

ALUMINUM SIGN WITH LASER

ENGRAVED LETTERING AND

GRAPHICS - PROVIDE WITH

RADIUSED CORNERS AND NO

SHARP EDGES

USE APPROPRIATE

FASTENERS AT EACH

CORNER FOR WALL

TYPE WHERE BEING

INSTALLED

PROVIDE SUBMITTAL ON

FINAL DESIGN OF SIGN -

ALL FINAL VERBIAGE AND

GRAPHICS WILL BE

DETERMINED DURING

THE SUBMITTAL PHASE

1/2"

NOTE: THIS SIGN IS TO BE PROVIDED AND

INSTALLED ON AN INTERIOR WALL NEAR ALL

ROOF ACCESS POINTS - IF INTERIOR

INSTALLATION IS NOT FEASIBLE, EXTERIOR

APPLICATION NEAR AN OBVIOUS ACCESS

LOCATION IS ACCEPTABLE

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

A3 PARAPET DETAIL

SCALE: 3" = 1'-0"

C4 GOOSENECK PIPE DETAIL

SCALE: 3" = 1'-0"

TYPICAL

HEAT WELDED FLASHING

2"

MIN.

2"

MIN.ROOFING MEMBRANE - VARIES

BY PROJECT

ROOF DECK VARIES BY

PROJECT

RIGID INSULATION -

VARIES BY PROJECT

8" M

IN

ROUTE AUTOMATIC DRAIN

TO NEAREST MOP SINK,

FLOOR SINK, OR FUNNEL

DRAIN - PROVIDE 2" AIR GAP

1'-0"

1' -0

PLAN VIEW OF STEEL PLATE

12"x12"x1/4" STEEL PLATE - WELD PIPE TO PLATE -

ATTACH PLATE TO DECK WITH (12) #14 STS (OR

APPROPRIATE FASTENERS FOR DECK TYPE AS

DIRECTED BY A STRUCTURAL ENGINEER)

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

AS

R

EQ

'D

C

O O

R D

. W

EQ

U

IP

M

EN

T

R

EQ

U

IR

EM

EN

TS STAINLESS STEEL

CLAMPING RING

CONT. BEAD OF APPROVED

SEALANT

FIELD FABRICATED METAL

HOOD

PRE-MOLDED SPM

PIPE FLASHING

2" MIN. WELDED SPLICE

FASTENER

2"

ROOF DECK VARIES BY

PROJECT

C2 SATELLITE PLATFORM DETAIL

SCALE: 3" = 1'-0" C3 HYDRANT DETAIL

SCALE: 3" = 1'-0"

3/4"

FIELD MEMBRANE - RUN

OVER EDGE OF ROOF

AS SHOWN

6" WIDE / CONT. FLASHING

MEMBRANE WELDED TO FIELD

MEMBRANE & COATED METAL

NAILERS / SUBSTRATE

24 GA. PREFINISHED FASCIA

METAL - INSTALL OVER

HOLD-DOWN CLIP AND

CRIMP TOP OVER COATED

METAL

CONTINUOUS 24 GA. COATED METAL / HOLD DOWN CLIP - FASTEN (TWO ROWS) @

6" O.C. W/ CORROSION RESISTANT, BARBED ANNULAR RING, OR SCREW SHANK

NAIL - LENGTH TO ACHIEVE APPROX. 1-1/4" PENETRATION INTO NAILER - FASTEN

BOTTOM ROW OF NAILS NEAR BEND AT HOLD DOWN CLIP FOR INCREASED UPLIFT

RESISTANCE - PROVIDE A CONTINUOUS BEAD OF SEALANT BEHIND THE HOLD

DOWN CLIP / COATED METAL

CONT. BEAD OF

SEALANT

4" 2"

4" O.C.

4" MIN.

24 GA. CONT. COATED

METAL

MIN. 1 1/4" GALVANIZED

ANNULAR RING NAILS

FASTENED AT 4" O.C.

STAGGERED

4" WIDE FLASHING STRIP HEAT

WELDED IN PLACE

2" WIDE ALUMINUM

TAPE OVER JOINT

1/4" GAP

1/4"

NOTE THAT THIS COATED METAL IS

TO BE COVERED UP BY A

PREFINISHED EDGE METAL COVER6" O.C. MAX

MIN. 1 1/4" GALVANIZED

ANNULAR RING NAILS

FASTENED AT 4" O.C.

SI

ZE

T O

C O

VE

R

N

AI

LE

R

S

1" 3/

4"

B3 PARAPET DETAILS

SCALE: 6" = 1'-0"

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

06/10/2026

AE503

MARK DESCRIPTIONDATE

SHEET TITLE

DESIGNED BY:

DRAWN BY:

DATE:

CAD DWG FILE NO:

DESIGN SEQUENCE PROJECT NO:

AGENCY PROJECT NO:

DWG TYPE:

ARCHITECTURAL PHASE:

350 South 200 East, #106 Salt Lake City, Utah 84111

P: 801.596.0691 DesignUtah.com

MAY 14, 2026

27006700

2605.01

SNOW COLLEGE

TRADES BLDG

ROOF REPLACEMENT

325 W 100 N, Ephraim, UT 84627

PERMIT SET

Building Official Stamp

Consultant Info

Engineer Stamp

LINE SET OR OTHER SIM.

PENETRATIONS THROUGH ROOF

COATED METAL

ENCLOSURE WITH ALL

SEAMS / JOINTS /

FASTENERS ETC. FULLY

COVERED /

WATERPROOFED WITH

HEAD WELDED

MEMBRANE

AT BASE OF ENCLOSURE,

PROVIDE INSULATION THAT IS

EQUIVALENT TO THE R-VALUE

OF THE ROOF SYSTEM

ROOFING MEMBRANE - VARIES

BY PROJECT

RIGID INSULATION -

VARIES BY PROJECT

ROOF DECK VARIES BY

PROJECT

2" AS REQ'D. 2"

2"

AS

R

EQ

'D

2"

PLAN VIEW

FASTEN FLANGES OF ENCLOSURE TO DECK WITH

(12) #14 STS (OR APPROPRIATE FASTENERS FOR

DECK TYPE)

1' -8

"M

IN

4" AS REQ'D.

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

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

2"

FASTEN PARTIAL COATED

METAL PIPE EXTENSION TO

ENCLOSURE - SEE PHOTO

ABOVE (SIM.) - COVER ALL

FASTENERS / JOINTS WITH

WELDED MEMBRANE

NOTCH CAP WHERE PIPES

PENETRATE (IF REQ'D.)

HEAT WELD FLASHING

TO COATED METAL

ENCLOSURE

NOTE THAT PITCH POCKETS

ARENOT AN ACCEPTABLE

METHOD OF WATER-PROOFING

BASE OF PIPES

SEAL OR FOAM IN AND

AROUND OPENINGS TO

FURTHER PROTECT THE

OPENING FROM THE

ELEMENTS AND INSECTS ETC.

LINE SET OR OTHER SIM.

PENETRATIONS THROUGH

ROOF

FASTEN FLANGES OF ENCLOSURE

TO DECK WITH (12) #14 STS (OR

APPROPRIATE FASTENERS FOR

DECK TYPE)

NOTE THAT LINE SET

MUST ENTER THE

ENCLOSURE DRAPING

UPWARDS AS SHOWN

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

ENCLOSUREENCLOSURE SHOWN IN PHOTO FOR REFERENCE ONLY -

NOTE THAT ALL METAL MUST BE COATED METAL, (NOT

GALVANIZED METAL)

NOTE (TYPICAL):

LOCATE NEW LINE SET

ENCLOSURES A MINIMUM OF 18"

AWAY FROM THE UNIT BEING

SERVED

8" M

IN

ADJUSTABLE BASE / SUPPORT

NOTE:

NO WELDING WILL BE ALLOWED ON

THE ROOF - WELDING SHALL BE DONE

IN THE PARKING LOT OR IN A SHOP

1/4

1/4

1/8

BOTH ENDS

1/4

C2 ELEVATED EQUIPMENT PLATFORM

SCALE: 3" = 1'-0" C3 LINE SET ENCLOSURE DETAIL

SCALE: 3" = 1'-0"

B3 NEW ROOF VS EXISTING ROOF

SCALE: NTS

A EXISTING CONDITION @ CONCRETE DECK B NEW CONDITION @ CONCRETE DECK

TYPICAL NOTE: ALL EXISTING LINE SETS AND

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

THESE ELEVATED PLATFORMS

EQUIPMENT PLATFORM 3D

C1 ELEVATED EQUIPMENT PLATFORM

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

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

06/10/2026

AE504

MARK DESCRIPTIONDATE

SHEET TITLE

DESIGNED BY:

DRAWN BY:

DATE:

CAD DWG FILE NO:

DESIGN SEQUENCE PROJECT NO:

AGENCY PROJECT NO:

DWG TYPE:

ARCHITECTURAL PHASE:

350 South 200 East, #106 Salt Lake City, Utah 84111

P: 801.596.0691 DesignUtah.com

MAY 14, 2026

27006700

2605.01

SNOW COLLEGE

TRADES BLDG

ROOF REPLACEMENT

325 W 100 N, Ephraim, UT 84627

PERMIT SET

Building Official Stamp

Consultant Info

Engineer Stamp

A3 PIPE GUARD RAIL

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

A

A2 ROOF LADDER AND HATCH

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

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

06/10/2026