5-Columbia Elem Roof Replacement - Drawings.pdf

PDF 5 MB Posted Oct 27, 2026

Attached to: Columbia Elementary School Roof Replacement
Solicitation number: 27KP06
Issued by: Salt Lake County, Utah

About this file

Written by GovTribe AI · Oct 29, 2026

These are bid documents for the Columbia Elementary School Roof Replacement project issued by the Jordan School District in West Jordan, Utah. The project scope includes a full tear-off of the existing roofing system down to the metal deck, replacement of the single-ply membrane roofing system with minimum R-30 rigid insulation, installation of new metal coping and flashings, and replacement of rooftop mechanical equipment and associated curbs as specified in the mechanical drawings. The base bid requires removal of all existing roofing materials, embedded and surface-mounted reglets to remain, reapplication of sealant for waterproof installation, and repair of roof decking prior to new roof installation. Unit pricing is required for roof drain replacements (as needed), skylight replacements by type and size (ten 5x5 skylights, four 5x32 skylights, one 15x15 pyramid skylight, and one 10x10 pyramid skylight), and potential alternates including complete skylight replacement and rooftop mechanical equipment replacement. The project location is 3505 West 7800 South, West Jordan, Utah 84088, with the project designed by VCBO Architecture and the mechanical engineer listed as Mitch F. Tervort of Olsen & Peterson. Sealed bids must be submitted to the Jordan School District Purchasing Department at 7905 South Redwood Road, West Jordan, Utah 84088, addressed to Kurt Prusse with bid number 27KP06; alternatively, bids may be submitted through the U3P Bonfire website at https://utah.bonfirehub.com.

The bid documents establish that the contractor is responsible for coordinating all subcontractors and trades, identifying and resolving conflicts with the architect before commencement, and protecting the building interior from weather during construction by removing only as much roof as can be replaced in a single workday. The contractor must maintain minimum roof slope of one-half inch per foot, construct crickets from tapered insulation, provide all roofing system components from the roofing membrane manufacturer or approved equivalents, and ensure all flashing and sheet metal work complies with SMACNA standards. The roofing contractor bears responsibility for obtaining manufacturer-approved details for all roofing conditions to maintain warranty coverage. All elements of work are to be "new" unless specifically noted as existing, not in contract, or for reference only. The project is governed by the State of Utah Procurement Code (Utah Code Annotated Chapter 63G-6a) and applicable Utah Administrative Rules, with the lowest responsive and responsible bidder meeting the specifications and requirements being selected for award. No specific contract term, renewal options, or funding sources are identified in the provided bid documents.

View the file

Other files

File	Type	Posted
2-Attachment A - JSD Standard Terms Conditions	—	Oct 27, 2026
1-Attachment B - Boycott Statement - 09	—	Oct 27, 2026
3-JSD Vendor Response Form.pdf	PDF	Oct 27, 2026
4-27KP06 Columbia Elem Roof Replacement.docx	DOCX document	Oct 27, 2026
6-Columbia Elem Roof Replacement - Project Manual.pdf	PDF	Oct 27, 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.

BID DOCUMENTS

SALT LAKE CITY - HQ

524 SOUTH 600 EAST

SALT LAKE CITY, UT

801.575.8800

VCBO.COM

ST. GEORGE

20 N. MAIN ST. #103

ST. GEORGE, UT

435.522.7070

COLUMBIA ELEMENTARY REROOF

VCBO PROJECT NUMBER: 26345

CLIENT BID NUMBER: 25KP06 2026.10.27

3505 WEST 7800 SOUTH, WEST JORDAN, UT 84088

JORDAN SCHOOL DISTRICT

PROJECT TEAM

owner

JORDAN SCHOOL DISTRICT

7387 SOUTH CAMPUS VIEW DRIVE

WEST JORDAN, UT 84084-5500

architect

DAVID S. COX

VCBO ARCHITECTURE

524 SOUTH 600 EAST

SALT LAKE CITY, UT 84102

dcox@vcbo.com 801.575.8800 mechanical engineer

MITCH F. TERVORT

OLSEN & PETERSON

14 EAST 2700 SOUTH

SALT LAKE CITY, UT 84115

mitch@op-eng.com 801.486.4646

SALT LAKE CITY - HQ

524 SOUTH 600 EAST

SALT LAKE CITY, UT 84102

801.575.8800

1 2 3 4 5

D D

1 2 3 4 5 6

REV DATE DESCRIPTION

ST. GEORGE

20 N. MAIN ST. #103

ST. GEORGE, UT 84770

435.522.7070

VCBO.COM

10/22/2026 11:56:03 AM

G001

GENERAL INFORMATION +

INDEX

C O

L U

M B

L E

M E

N T

A R

Y R

E R

O O

S E

W E

S T

O U

T H

, W E

S T

J O

R D

A N

, U T

VCBO NUMBER: 26345

CLIENT NUMBER: 25KP06

DATE: 2026.10.27

PROJECT ABBREVIATIONS NOT ALL ABBREVIATIONS MAY BE USED

& AND

@ AT

ACM ALUMINUM COMPOSITE MATERIAL

ACT ACOUSTICAL CEILING TILE

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

AL / ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AVB AIR VAPOR BARRIER

BRD BOARD

BLDG BUILDING

BLK BLOCK(ING)

BO BOTTOM OF

BRG BEARING

BSMT BASEMENT

BW BOTH WAYS

CAB CABINET

CB CATCH BASIN

CCSA CUSTOM COLOR SELECTED BY

ARCHITECT

CG CORNER GUARD

CFCI CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

CHAM CHAMFER

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CM CONSTRUCTION MANAGER

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CMU CONCRETE MASONRY UNIT

CSBA COLOR SELECTED BY ARCHITECT

CT CERAMIC TILE

D DEPTH

DB DECK BEARING

DBL DOUBLE

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DN DOWN

DTL/DET DETAIL

DW DISHWASHER

DWG DRAWING

(E) EXISTING

EA EACH

EIFS EXTERIOR INSULATION SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EVAP EVAPORATIVE

EX / EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FA FIRE ALARM

FD FLOOR DRAIN

FND FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FG FINISH GRADE

FH FIRE HYDRANT

FIN FINISHED

FLR FLOOR

F.O. FACE OF

FT FOOT, FEET

FRP FIBER REINFORCED PANEL

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GFRC GLASS FIBER REINFORCED PANEL

GFRG GLASS FIBER REINFORCED GYPSUM

GYP GYPSUM

GWB GYPSUM WALLBOARD

HB HOSE BIB

HC HANDICAP ACCESSIBLE

HDF HIGH DENSITY FIBERBOARD

HM HOLLOW METAL

H HEIGHT

HOR HORIZONTAL

ID INSIDE DIAMETER

ICF INSULATED CONCRETE FORM

IN INCH

INCL INCLUDE

INFO INFORMATION

INT INTERIOR

INSUL INSULATE, (D), (ION)

INV INVERT

JT JOINT

LAV LAVATORY

LB / LBS POUND (S)

LVT LUXURY VINYL TILE

MAX MAXIMUM

MDF MEDIUM DENSITY

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MGR MANAGER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNT (ED)

MTL METAL

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED /

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED / OWNER

INSTALLED

OH OVERHEAD

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

OZ OUNCE

PL PLATE

PLAM PLASTIC LAMINATE

PNL PANEL

PNT PAINT (ED)

PR PAIR

PT POST TENSIONED

PLY PLYWOOD

QT QUARRY TILE

R / RAD RADIUS

RCP REFLECTED CEILING PLAN

REC RECESSED

REF REFERENCE

REINF REINFORCE (ING)

REPL REPLACE

REQD REQUIRED

REV REVISION (S)

RM ROOM

RO ROUGH OPENING

SALV SALVAGE (ED)

SECT SECTION

SF SQUARE FOOT

SIM SIMILAR

SPEC SPECIFICATION (S)

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURE (AL)

SUSP SUSPENDED

SYM SYMMETRY (ICAL)

T & B TOP AND BOTTOM

T & G TONGUE AND GROOVE

TEMP TEMPORARY

THRU THROUGH

T.O. TOP OF

TRANS TRANSFORMER

TS TUBE STEEL

TYP TYPICAL

UNO UNLESS OTHERWISE NOTED

VAR VARIES

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VWC VINYL WALL COVERING

W WIDTH

W/ WITH

WC WATER CLOSET

WD WOOD

WF WIDE FLANGE BEAM

W/O WITHOUT

WSCT WAINSCOT

WWF WELDED WIRE FABRIC

PROJECT TEAM

owner

JORDAN SCHOOL DISTRICT

7387 SOUTH CAMPUS VIEW DRIVE

WEST JORDAN, UT 84084-5500

architect

DAVID COX

VCBO ARCHITECTURE

524 SOUTH 600 EAST

SALT LAKE CITY, UT 84102

dcox@vcbo.com 801.575.8800 mechanical engineer

MITCH F. TERVORT

OLSEN & PETERSON

14 EAST 2700 SOUTH

SALT LAKE CITY, UTAH 84115

mitch@op-eng.com 801.486.46460

SHEET NUMBERING + NAMING

THIS IS A QUICK REFERENCE GUIDE TO THE

SHEET NUMBERING AND NAMING SYSTEM USED

IN VCBO CONSTRUCTION DOCUMENTS.

X X 0 0 0 . 0

E D

E S

A T

O R

S H

E E

T T

Y P

E L

S E

Q U

E N

C E

N T

Y P

PLAN TYPE

.0 SLAB PLAN

.1 ANNOTATED PLAN

.2 DIMENSION + WALL TYPE PLAN

.3 FINISH PLAN

.4 REFLECTED CEILING PLAN

SEQUENCE

DENOTES AREA SEQUENCE IN PLAN, AND NUMERIC

SEQUENCE IN NON-PLAN SHEETS

LEVEL

DENOTES LEVEL IN A MULTI-STORY BUILDING. ALSO

BECOMES A SEQUENCE NUMBER DENOTING

DIVISIONS IN NON-PLAN SHEETS

SHEET TYPE SEQUENCE

0 GENERAL NOTES + LEGENDS

1 FLOOR PLANS

2 ELEVATIONS

3 SECTIONS

4 ENLARGED PLANS, ELEVATIONS, SECTIONS

5 DETAILS

6 DOOR, WINDOW, OTHER SCHEDULES

7 SIGNAGE

8 USER DEFINED

9 3D DRAWINGS + PERSPECTIVES

VICINITY MAP

PROJECT SITE

7800 SOUTH

B A

N G

E R

T E

R H

W A

SCALE:SCALE:

REFERENCE SYMBOL LEGEND

INTERIOR ELEVATION LEVEL LINE

AX.X

DETAIL REFERENCE

SECOND LEVEL

116' - 0"

A101

REVISIONS TAG

ELEVATION

NUMBER AND

DIRECTION

SHEET WHERE

DRAWN

DETAIL NUMBER

SHEET WHEN

DRAWN, HYPHEN

INDICATES DETAIL

ON SAME SHEET

REVISION NUMBER

BUILDING SECTION

DETAIL SECTIONWALL SECTION

LAYOUT GRID LINES

SIM

A101

SIM

A101

SIM

A101

WALL SECTION NUMBER

DIRECTION OF VIEW

SHEET WHERE DRAWN

ELEVATION NUMBER

AND DIRECTION

SHEET WHERE

DRAWN

WALL SECTION

NUMBER

SHEET WHERE

DRAWN

DIRECTION OF

VIEW

GRID IDENTIFICATION

A101

ELEVATION MARKER

ROOM NAME AND NUMBER

ROOM NAME

XXX-X

REVISION DESCRIPTOR

XXXX

PHOTO TAG

1A101

AREA #

# DRAWING TITLE

BASIC DRAWING TITLE

PROJECT NORTH ARROW MATCH LINE

0' #' #' #'# = 1'-0"

AREA #

GENERAL NOTES

1. IT IS THE ROOFING CONTRACTORS RESPONSIBILITY TO REVIEW AND COORDINATE THE

WORK OF ALL SUB-CONTRACTORS, TRADES AND SUPPLIERS WITH THE REQUIREMENTS

OF THE CONTRACT DOCUMENTS BEFORE COMMENCING CONSTRUCTION, AND TO

ASSURE THAT ALL PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF

WHERE THE REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICH MIGHT

AFFECT THE WORK OF THAT PARTY.

2. AS PART OF THE ROOFING CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE

WORK OF ALL SUB-CONTRACTORS, TRADES AND SUPPLIERS, THE ROOFING

CONTRACTOR SHALL ENDEAVOR TO IDENTIFY AND NOTIFY THE ARCHITECT OF ANY

CONFLICTS BETWEEN THE WORK OF DIFFERENT PARTIES AT THE EARLIEST POSSIBLE

DATE SO AS TO ALLOW REASONABLE AND ADEQUATE TIME FOR THE CONFLICT TO BE

RESOLVED WITHOUT DELAYING THE WORK. ALL DEVIATIONS FROM THAT WHICH IS

REQUIRED BY THE CONTRACT DOCUMENTS MUST BE APPROVED IN ADVANCE BY THE

ARCHITECT.

3. EXCEPT WHERE DIRECTED TO PLACE ITEMS OF WORK AT THE APPROXIMATE

LOCATION SHOWN; DO NOT SCALE DRAWINGS FOR DIMENSIONAL INFORMATION. ALL

ELEMENTS OF THE DRAWINGS MAY NOT BE DRAWN TO EXACT SCALE. IF DIMENSIONS

ARE NOT PRESENT, THE ARCHITECT IS TO BE NOTIFIED SO THAT A CLARIFICATION CAN

BE ISSUED.

4. ROOFING CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT THE

INTERIOR OF THE EXISTING BUILDING FROM THE EFFECTS OF RAIN, ETC DURING THE

COURSE OF CONSTRUCTION. CONTRACTOR SHALL ONLY REMOVE AS MUCH OF THE

EXISTING ROOF AS CAN BE REPLACED DURING THE SAME WORKDAY. CONTRACTOR

SHALL ENSURE THAT TRANSITIONS BETWEEN EXISTING ROOF AND NEW ROOF ARE

WELL PROTECTED AT THE END OF EACH WORKDAY. CONTRACTOR SHALL REPAIR OR

REPLACE ANY INTERIOR DAMAGES CAUSED BY WATER INTRUSION DURING THE

COURSE OF THE RE-ROOF PROJECT.

DESIGN DATA

GOVERNING BUILDING CODES:

IBC 2018, to include Appendix J; ANSI 117-1 2009; NFPA 101 LIFE SAFETY 2018;

IMC 2018; IPC 2018; IECC 2018, for commercial projects; IFGC 2018; NEC 2017

OCCUPANCY TYPE - PER SECTION 305

• E - EDUCATIONAL

TYPE OF CONSTRUCTION (CIRCLE ONE)

ALLOWABLE BUILDING HEIGHT: PER TABLE 504.3:

• ALLOWABLE HEIGHT - 75 FEET

• ACTUAL HEIGHT - 30 FEET

ALLOWABLE STORIES ABOVE GRADE PLANE: PER TABLE 504.4:

• ALLOWABLE STORIES - 3 STORIES

• ACTUAL STORIES - 1 STORIES

ALLOWABLE AREA: PER TABLE 506.2:

• ALLOWABLE AREA 127,388 SQUARE FEET

• ACTUAL AREA - 76,282 SQUARE FEET

NO FIRE SEPARATION

UNLIMITED AREA BUILDINGS: PER SECTION 507

MIXED USE NONSEPERATED OCCUPANCIES: PER SECTION 508.3

AUTOMATIC SPRINKLER SYSTEM: PER SECTION 903 - YES

DESIGN OCCUPANCY LOAD: PER SECTION 1004

• MAIN LEVEL - 3,815 OCCUPANTS

A B A B A B HT A B

NOTES TO BIDDERS

1. THIS SHEET CONTAINS A LIST OF DRAWINGS WHICH COMPRISE A FULL SET OF DRAWINGS

FOR THIS PROJECT. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR ANY OTHER

PERSON PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE RESPONSIBLE FOR

THE INFORMATION CONTAINED IN ANY AND ALL SHEETS OF DRAWINGS AND

SPECIFICATIONS. IF ANY PERSON, PARTY OR ENTITY ELECTS TO SUBMIT BIDS FOR ANY

PORTION, OR ALL, OF THIS PROJECT, THAT PERSON, PARTY OR ENTITY SHALL BE

RESPONSIBLE FOR ANY AND ALL INFORMATION CONTAINED IN THESE DRAWINGS AND

SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDUMS OR

CLARIFICATIONS THAT MAY BE ISSUED.

2. THESE DOCUMENTS SHOW THE DESIGN INTENT. IT IS THE CONTRACTORS

RESPONSIBILITY TO PROVIDE EVERYTHING SHOWN ON THE DRAWINGS OR SPECIFIED

REGARDLESS OF WHERE IT IS SHOWN ON THE DRAWINGS OR IN THE SPECIFICATIONS.

FOR EXAMPLE; SOME ROOFING DETAILS HAVE CURBS AND/ OR FLASHINGS WHICH MAY

BE PROVIDED BY DIVISION 22 OR BY THE ROOFER AT THE CONTRACTOR'S DISCRETION,

BUT IT SHALL BE PROVIDED AS PART OF THE CONTRACT.

3. EVERYTHING CALLED FOR IN THESE DOCUMENTS SHALL BE "NEW" AND PROVIDED BY THE

CONTRACTOR, SUBCONTRACTOR, VENDOR OR ANY OTHER PERSON PARTICIPATING IN

OR BIDDING ON THIS PROJECT UNLESS NOTED OTHERWISE AS EXISTING (EXIST), NOT IN

CONTRACT (NIC) OR FOR REFERENCE ONLY.

4. THE OWNER WILL NOT ENTER INTO SEPARATE CONTRACTS FOR THIS PROJECT. THE

OWNER WILL ENTER INTO A SINGLE, ALL-INCLUSIVE CONTRACT FOR CONSTRUCTION. THE

CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL OTHER SECONDARY SUB-

CONTRACTORS REQUIRED TO COMPLETE THE WORK OUTLINED IN THE BID DOCUMENTS

PROVIDED, INCLUDING FOR DEMOLITION, PATCH AND REPAIR OF EXISTING BUILDING,

ELECTRICAL, MECHANICAL, ETC. CONTRACTOR IS RESPONSIBLE TO COORDINATE

EFFORTS WITH ALL SUB-CONTRACTORS TO ENSURE TIMELY COMPLETION OF THE WORK.

SHEET INDEX

Sheet Number Sheet Name

GENERAL

CV COVER

G001 GENERAL INFORMATION + INDEX

DEMOLITION

AD110 DEMOLITION PLAN - ROOF

AD501 DEMOLITION DETAILS

ARCHITECTURAL

A140 OVERALL ROOF PLAN

A540 ROOF DETAILS

MECHANICAL

MD101 OVERALL MECHANICAL DEMOLITION PLAN

MD401 OVERALL ROOF MECHANICAL PLAN

M101 FIRST FLOOR MECHANICAL PLAN

M401 ENLARGED KITCHEN MECHANICAL PLAN

M501 MECHANICAL SCHEDULES

M601 MECHANICAL DETAILS

PLUMBING

PD101 OVERALL ROOF PLUMBING DEMOLITION PLAN

P101 OVERALL ROOF PLUMBING PLAN

P401 ENLARGED PLUMBING PLAN

P601 PLUMBING DETAILS

Grand total: 16

BASE BID & UNIT PRICING:

1. FULL TEAR OFF OF EXISTING SIPLAST ROOFING SYSTEM, MEMBRANE, COVER BOARD,

INSULATION BOARD, CRICKETS, WALL COPINGS, EXPANSION JOINTS, CANT STRIPS,

FLASHINGS, BOOTS, COLLARS, TERMINATION BARS, COUNTER FLASHINGS, ETC. ALL

EMBEDDED & SURFACE MOUNTED REGLETS ARE TO REMAIN. REAPPLY SEALANT AS

REQUIRED FOR A WATER TIGHT INSTALLATION.

2. PROVIDE A UNIT PRICE TO REPLACE ONE FULL SET OF ROOF DRAINS (i.e. PRIMARY &

OVERFLOW INCLUDING STRAINERS, BOWLS, COLLAR, FITTINGS AND DECK CLAMPS.)

ROOF DRAINS WILL BE REPLACED ON AN AS NEEDED BASIS. DO NOT INCLUDE THE

REPLACEMENT OF ROOF DRAINS IN BASE BID. SEE MECHANICAL FOR DETAILS.

3. AT OWNER'S DISCRETION SKYLIGHTS MAY BE REPLACED ON AN AS NEEDED BASIS AS

OPPOSED TO BEING REPLACED THROUGHOUT. AS SUCH PLEASE PROVIDE A UNIT

PRICE TO REPLACE EACH TYPE / SIZE OF SKYLIGHT LISTED BELOW. FIELD VERIFY ALL

DIMENSIONS PRIOR TO ORDERING REPLACEMENT SKYLIGHTS, TYP. DO NOT INCLUDE

THE REPLACEMENT OF SKYLIGHTS IN BASE BID:

(10) 5X5 SKYLIGHT

(4) 5X32 SKYLIGHT

(1) 15X15 PYRAMID SKYLIGHT

(1) 10X10 PYRAMID SKYLIGHT

ALTERNATES:

1. PROVIDE A PRICE TO REMOVE ALL SKYLIGHTS AND REPLACE WITH NEW, INCLUDING

ALL ASSOCIATED FLASHING AND TRIM, FOR A COMPLETE INSTALLATION. FIELD VERIFY

ALL DIMENSIONS PRIOR TO ORDERING REPLACEMENT SKYLIGHTS, TYP. DO NOT

INCLUDE THE REPLACEMENT OF THE EXISTING CURB & SHEATHING.

(10) 5X5 SKYLIGHT

(4) 5X32 SKYLIGHT

(1) 15X15 PYRAMID SKYLIGHT

(1) 10X10 PYRAMID SKYLIGHT

2. REPLACE ROOFTOP MECHANICAL EQUIPMENT & ASSOCIATED CURBS WHERE

IDENTIFIED ON THE MECHANICAL DRAWINGS INCLUDED WITHIN THIS BID SET OF

DRAWINGS. NO UNITS SHALL BE INSTALLED ON A UNISTRUT FRAMED CURB. ALL NEW

CURBS MUST BE EITHER STUD FRAMED OR FACTORY BUILT TO ACCOMMODATE

ROOFING MEMBRANE AND CURB FLASHING. NEW CURB INSTALLATION SHALL INCLUDE

ALL MISCELLANEOUS STEEL ANGLES AND OTHER SUPPORTING MEMBERS. REFER TO

MECHANICAL DRAWINGS AND SPECIFICATIONS FOR REPLACEMENT EQUIPMENT AND

CURBS.

TYP

224.0

TYP

223.0

TYP

225.0

TYP

222.0

TYP

223.0

TYP

223.0

TYP

223.0

TYP

223.0

TYP

223.0

TYP

223.0

TYP

223.0

TYP

223.0

TYP

223.0

TYP

223.0

TYP

223.0

TYP

223.0

TYP

223.0

TYP

223.0

TYP

223.0

TYP

223.0

TYP

223.0

TYP

224.0

TYP

224.0

TYP

224.0

TYP

224.0

TYP

224.0

TYP

224.0

TYP

226.0

TYP

226.0

TYP

226.0

TYP

226.0

TYP

226.0

TYP

226.0

TYP

226.0

TYP

226.0

TYP

226.0

TYP

226.0

TYP

226.0

TYP

226.0

TYP

226.0

TYP

226.0

TYP

226.0

TYP

226.0

TYP

226.0

TYP

226.0

TYP

226.0

TYP

222.0

TYP

223.0

TYP

226.0

TYP

222.0

TYP

222.0

TYP

222.0

TYP

222.0

TYP

222.0

TYP

222.0

TYP

225.0

TYP

225.0

TYP

225.0

TYP

225.0

TYP

225.0TYP

225.0

TYP

225.0

TYP

225.0

TYP

225.0

TYP

225.0

222.0

TYP

224.0

TYP

224.0

TYP

224.0

TYP

224.0

227.0

227.0 229.0

229.0

229.0 229.0

229.0

TYP

230.0

TYP

230.0

TYP

230.0

TYP

230.0

TYP

230.0

236.0

230.0

TYP

223.0

TYP

223.0

TYP

223.0

234.0

TYP

223.0

TYP

226.0

TYP

223.0

TYP

224.0

AD501

____B5

AD501

____ B5

AD501

____A5

AD501

AD110

TYP

AD110

232.0

TYP

232.0

AD110

232.0 232.0

232.0

AD110

235.0

236.0

230.0

TYP

224.0

TYP

224.0

TYP

224.0

230.0

235.0

AD110

AD501

TYP

224.0

TYP

228.0

TYP

228.0

TYP

228.0

TYP

228.0

TYP

228.0

TYP

228.0

TYP

228.0

TYP

228.0

TYP

712.0

TYP

712.0

AD110

224.0

EXISTING REGLET TO REMAIN UNDISTURBED TO AVOID

DAMAGING EIFS.

REMOVE EXISTING COUNTERFLASHING AS PART OF ROOF

DEMO SCOPE.

REAPPLY SEALANT IN THESE LOCATIONS TO ENSURE

PROPER WATERPROOFING OF FLASHINGS AFTER

INSTALLATION OF NEW COUNTER FLASHING, TYP.

EXISTING SURFACE MOUNTED

REGLET TO REMAIN, TYP.

REMOVE AND REPLACE

EXISTING COUNTER

FLASHING, TYP.

REMOVE EXISTING ROOF EXPANSION

CURB AND ASSOCIATED FLASHING.

REMOVE EXISTING SKYLIGHT AND ASSOCIATED

FLASHING. EXISTING CURB TO REMIAN.

REMOVE EXISTING COPING MATERIAL, TYP.

REMOVE EXISTING TERMINATION BAR AND

ROOFING, TYP.

REMOVE EXISTING GUTTER & DOWNSPOUT.

EXISTING MASONRY TO REMAIN UNDISTURBED, TYP.

REMOVE STEEL FRAME SUPPORT. ALL NEW UNITS WILL BE PLACED ON

NEW PRE-MANUFACTURED CURBS. NO STEEL FRAME CURBS ARE

PERMITTED ON THIS PROJECT, TYP. REFER TO MECHANICAL FOR NEW

LOCATION OF EQUIPMENT & LINE SET PENETRATION THRU ROOFING.

ENSURE THAT ELECTRICAL DISCONNECT REMAINS IN SIGHT OF THE UNIT.

REMOVE AERIAL AND ALL ASSOCIATED WIRING IN IT'S ENTIRETY.

REMOVE STEEL FRAME SUPPORT. ALL UNITS WILL

BE PLACED ON NEW PRE-MANUFACTURED CURBS.

NO STEEL FRAME CURBS ARE PERMITTED ON THIS

PROJECT, TYP. SEE MECHANICAL FOR

RELOCATION OF THIS UNIT AWAY FROM PARAPET

WALL. ENSURE NEW LOCATION IS 10'-0" MIN. AWAY

FROM WALL.

REMOVE EXISTING METAL COPINGS. REPLACE

WITH NEW METAL COPINGS, INCLUDING VERTICAL

LEGS TO CONCEAL MEMBRANE TRANSITIONS, TYP.

REMOVE AND REPLACE

EXISTING COUNTER

FLASHING, TYP.

EXISTING SURFACE

MOUNTED REGLET

TO REMAIN, TYP.

REAPPLY SEALANT IN THESE LOCATIONS TO ENSURE

PROPER WATERPROOFING OF FLASHINGS AFTER

INSTALLATION OF NEW COUNTER FLASHING, TYP.

224.0

238.0

224.0

225.0

AD501

AD110

EXISTING AERIALS TO BE

REMOVED. PATCH AND

REPAIR ROOF DECKING PRIOR

TO RE-ROOFING.

REMOVE EXISTING ROOFING SYSTEM

AND ASSOCIATED METAL COPING,

TYP.

REMOVE EXISTING WEATHER STATION AND

STORE TEMPORARILY. REINSTALL AT SAME

LOCATION FOLLOWING REROOF PROJECT.

NEW PRE-FINISHED SHEET METAL

OBSTRUCTION TO MAINTAIN CLIMBING

DETERRENT. MATCH EXISTING

CONFIGURATION

SALT LAKE CITY - HQ

524 SOUTH 600 EAST

SALT LAKE CITY, UT 84102

801.575.8800

1 2 3 4 5

D D

1 2 3 4 5 6

REV DATE DESCRIPTION

ST. GEORGE

20 N. MAIN ST. #103

ST. GEORGE, UT 84770

435.522.7070

VCBO.COM

10/22/2026 9:13:48 AM

AD110

DEMOLITION PLAN - ROOF

C O

L U

M B

L E

M E

N T

A R

Y R

E R

O O

S E

W E

S T

O U

T H

, W E

S T

J O

R D

A N

, U T

VCBO NUMBER: 26345

CLIENT NUMBER: 25KP06

DATE: 2026.10.27

GENERAL DEMOLITION NOTES

1. FIELD VERIFY DIMENSIONS AND CONDITIONS INCLUDING EXISTING UTILITIES PRIOR TO

BIDDING. BRING DIFFERING DIMENSIONS AND CONDITIONS TO ARCHITECT'S ATTENTION

PRIOR TO BIDDING.

2. COORDINATE MAINTENANCE OF FIRE EGRESS FOR OCCUPANTS IN EXISTING BUILDING

WITH THE OWNER AND FIRE MARSHAL. PROVIDE NECESSARY TEMPORARY WALLS OR

ENCLOSURES, EMERGENCY LIGHTS, ETC., FOR THE DURATION OF CONSTRUCTION.

3. BRING TO ARCHITECT'S ATTENTION EXISTING CONDITIONS THAT PRESENT ANY CODE

VIOLATIONS, WARRANTY CONCERNS, INCORRECT CONSTRUCTION OR SAFETY

PROBLEMS.

4. MAINTAIN EXISTING FIRE RATINGS, AND ASSOCIATED FIRE PROTECTION SYSTEMS (I.E.

FIRE SPRINKLERS AND FIRE ALARM SYSTEMS) THROUGHOUT CONSTRUCTION.

COORDINATE ANY INTERRUPTION TO THESE SYSTEMS WITH THE OWNER AND FIRE

MARSHAL. PROVIDE FIRE WATCH REQUIREMENTS ASSOCIATED WITH INTERRUPTIONS TO

THESE SYSTEMS.

5. PROTECT EXISTING STRUCTURE, FINISHES, AND SITE ELEMENTS NOT SCHEDULED FOR

DEMOLITION. RESTORE DAMAGED ITEMS TO THEIR ORIGINAL CONDITION OR REPLACE AT

CONTRACTOR'S EXPENSE.

6. REMOVE AND DISPOSE SELECTIVE DEMOLITION MATERIAL PER CITY REQUIREMENTS.

7. REFER TO MECHANICAL PLANS FOR REQUIRED ADDITIONAL DEMOLITION.

8. DO NOT DISTURB EXISTING FIRE RATED ELEMENTS INCLUDING FIREPROOFING.

PATCH/REPAIR DAMAGED OR DISTURBED ITEMS.

9. ROOFING CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT THE

INTERIOR OF THE EXISTING BUILDING FROM THE EFFECTS OF RAIN, ETC DURING THE

COURSE OF CONSTRUCTION. CONTRACTOR SHALL ONLY REMOVE AS MUCH OF THE

EXISTING ROOF AS CAN BE REPLACED DURING THE SAME WORKDAY. CONTRACTOR

SHALL ENSURE THAT TRANSITIONS BETWEEN EXISTING ROOF AND NEW ROOF ARE WELL

PROTECTED AT THE END OF EACH WORKDAY. CONTRACTOR SHALL REPAIR OR REPLACE

ANY INTERIOR DAMAGES CAUSED BY WATER INTRUSION DURING THE COURSE OF THE

RE-ROOF PROJECT.

10. WHERE ELECTRICAL CIRCUIT CONTINUITY IS INTERRUPTED, BUT MUST BE MAINTAINED,

MAKE NECESSARY MODIFICATIONS TO MAINTAIN CIRCUIT INTEGRITY.

11. CAP EXISTING DUCT WORK FOR DUST CONTROL.

DEMOLITION LEGEND

HALF-TONE LINE DENOTES ITEMS TO REMAIN

DASHED LINE DENOTES ITEMS TO BE DEMOLISHED

AREA TO REMAIN UNDISTURBED DURING CONSTRUCTION

KEYED NOTES

222.0 EXISTING SKYLIGHT TO BE REMOVED AND REPLACED AS PART OF ALTERNATE 01.

PROTECT EXISTING CURB AS NECESSARY, REPAIR AS REQUIRED, TYP. REFER TO

SKYLIGHT DETAILS FOR SELECTIVE DEMOLITION OF EXTERIOR SHEATHING THAT IS TO BE

REMOVED IN THE DEMOLITION PROCESS. PROTECT THE REMAINING CURB AND

ASSOCIATED CONSTRUCTION

223.0 EXISTING ROOF DRAIN TO REMAIN

224.0 EXISTING PRE-FINISHED METAL CAP AND CLEAT, REMOVE IN ITS ENTIRETY

225.0 EXISTING ROOF SYSTEM, REMOVE ROOFING DOWN TO METAL DECK

226.0 EXISTING CRICKET, REMOVE IN ITS ENTIRETY

227.0 EXISTING MECHANICAL EQUIPMENT TO BE REMOVED AND REPLACED PER MECHANICAL

AS PART OF ALTERNATE 02. EXISTING MECHANICAL CURB TO BE REMOVED AND

REPLACED WITH NEW. SEE ROOF PLAN FOR ADDITIONAL DETAILS

228.0 EXISTING STANDING SEAM ROOF SYSTEM, INCLUDING ALL ASSOCIATED FLASHING AND

TRIM TO REMAIN UNDISTURBED. REPAIR OR REPLACE ANY CONSTRUCTION RELATED

DAMAGE.

229.0 EXISTING EXPANSION JOINT CAP, WOOD NAILERS, BLOCKING, AND MATERIAL TO BE

REMOVED DOWN TO METAL DECK

230.0 EXISTING ROOF PENETRATIONS, PROTECT AS NECESSARY, REPAIR AS REQUIRED, TYP.

ALL LOCATIONS.

232.0 EXISTING DOWNSPOUT NOZZLE TO REMAIN. PROTECT AS NECESSARY, REPAIR AS

REQUIRED

234.0 REMOVE EXISTING WEATHER EQUIPMENT AND STORE TEMPORARILY. REINSTALL

FOLLOWING INSTALL OF NEW ROOFING SYSTEM AND COPING.

235.0 REMOVE AERIAL PIPE. PATCH HOLE WITH 14 GA SHEET METAL FASTEND WITH #10 TEK

SCREWS (4) ON EACH SIDE SPACED EQUALLY. PLATE TO BE 6" LARGER ON ALL SIDES OF

EXISTING PENETRATION

236.0 REMOVE AND REINSTALL MECHANICAL EQUIPMENT. SEE MECHANICAL DRAWINGS FOR

NEW LOCATION. LINE SET TO BE REINSTALLED PER MECHANICAL TO REDUCE OVERALL

LINE LENGTH ACROSS ROOF. SET ON NEW PRE-MANUFACTURED CURB PER MECHANICAL

DRAWINGS, TYP.

238.0 REMOVE EXISTING GUTER, COLLECTOR HEAD, AND DOWNSPOUT

712.0 NEW PRE-FINISHED SHEET METAL OBSTRUCTION TO MAINTAIN CLIMBING DETERRENT.

MATCH EXISTING CONFIGURATION

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

A1 ROOF PLAN - DEMOLITION

NORTH

SCALE: 1" = 1'-0"A1/ AD110

E1 EFIS FLASHING

SCALE: 1" = 1'-0"A1/ AD110

C5 TYP. EFIS TO CMU FLASHING

SCALE: 1" = 1'-0"A1/ AD110

E2 EXPANSION JOINT @ SKYLIGHT

SCALE: 1" = 1'-0"A1/ AD110

E5 WEATHER EQUIPMENT

SCALE: 1" = 1'-0"A5/ AD110

A6 SHED GUTTER & DOWNSPOUT

SCALE: 1" = 1'-0"A1/ AD110

B5 MDF MECHANICAL PENETRATION & AERIAL

SCALE: 1" = 1'-0"A1/ AD110

E4 KITCHEN MECHANICAL PEDESTAL

SCALE: 1" = 1'-0"A1/ AD110

E3 TYP. PARAPET STEPPING FLASHING

SCALE: 1" = 1'-0"A1/ AD110

B6 WALL FLASHING DEMO

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

A5 OUTBUILDING ROOF PLAN - DEMO

SCALE: NOT TO SCALE

D5 AERIAL MAST TO BE REMOVED

SCALE: NOT TO SCALE

A4 PARAPET WALL DETERRENT FEATURE

EXISTING WALL TO REMAIN

REMOVE AND REPLACE EXISTING

COUNTER FLASHING, TYP.

CONTINUOUS DRIP

FLASHING TO REMAIN

E.I.F.S. TO REMAIN

REMOVE BUILT-UP ROOFING

MEMBRANE BEHIND FLASHING

REMOVE AND REPLACE SHEATHING

IF DAMAGED DURING DEMO, TYP.

REMOVE EXISTING SEALANT AND

REAPPLY NEW SELANT FOR

WATERPRTOOF INSTALLATION, TYP.

REMOVE SURFACE

MOUNTED REGLET, TYP.

REMOVE EXISTING BUILT-UP

ROOFING MEMBRANE. CLEAN

EXISTING MASONRY

SURFACE IN PREPARATION

TO RECEIVE NEW SINGLE PLY

MEMBRANE ROOFING

SYSTEM

EXISTING

EMBEDDED

MASONRY REGLET

TO REMAIN

EXISTING CMU WALL

TO REMAIN

EXISTING COUNTER

FLASHING TO BE REMOVED

AND REPLACED

EXISTING WALL TO REMAIN

REMOVE ENTIRE ROOFING SYSTEM

DOWN TO EXISTING METAL DECK,

TYP.

REMOVE METAL FLASHING

EXISTING SKYLIGHT SYSTEM TO

BE REMOVED AND REPLACED,

INCLUDING ALL ASSOCIATED

FLASHINGS AND TRIM

REMOVE ROOF SYSTEM DOWN

TO METAL DECK, TYP.

EXISTING STEEL BEAM TO REMAIN

EXISTING WALL TO REMAIN

WOOD TRIM TO REMAIN WHERE

OCCURS. PATCH & REPAIR IF

DAMAGED DURING DEMOLITION

REMOVE AND REPLACE SHEATHING

IF DAMAGED DURING DEMO, TYP. E.F.I.S. TO REMAIN

SURFACE MOUNTED REGLET

TO BE MOVED

REMOVE ROOFING

MEMBRANE

REMOVE FIBER

CANT STRIP

REMOVE ENTIRE ROOFING

SYSTEM DOWN TO EXISTING

METAL DECK, TYP.

EXISTING STEEL BEAM TO REMAIN

EXISTING WALL TO REMAIN

AD501

REMOVE AND REPLACE SHEATHING

IF DAMAGED DURING DEMO, TYP.

REMOVE AND REPLACE

COUNTER FLASHING, TYP.

REMOVE EXISTING SEALANT

AND REAPPLY FOR A

WATERPROOF

INSTALLATION, TYP.

EXISTING METAL DECK

TO REMAIN

REMOVE ENTIRE ROOFING SYSTEM

DOWN TO EXISTING METAL DECK,

TYP.

REMOVE METAL PARAPET CAP

EXISTING WOOD BLOCKING TO

REMAIN

EXISTING METAL DECK

TO REMAIN

EXISTING STEEL ANGLE

TO REMAIN

EXISTING CMU WALL TO REMAIN

REMOVE EXISTING BUILT-UP ROOFING

MEMBRANE. CLEAN EXISTING MASONRY

SURFACE IN PREPARATION TO RECEIVE

NEW SINGLE PLY MEMBRANE ROOFING

SYSTEM

REMOVE ROOFING MEMBRANE

EXISTING WALL TO REMAIN

REMOVE ENTIRE ROOFING

SYSTEM DOWN TO EXISTING

METAL DECK, TYP.

REMOVE METAL PARAPET

CAP

EXISTING WOOD BLOCKING

TO REMAIN

REMOVE AND REPLACE SHEATHING

EXISTING METAL DECK

TO REMAIN

EXISTING STEEL

STRUCTURE TO REMAIN

REMOVE ROOFING SYSTEM,

INCLUDING BUILT-UP ROOF

MEMBRANE, PERLITE BOARD, RIGID

INSULATION, ETC. DOWN TO METAL

DECK

REMOVE ROOFING CONE

TO PIPE

REMOVE ROOFING CONE

TO PIPE

REMOVE ROOFING SYSTEM,

INCLUDING BUILT-UP ROOF

MEMBRANE, PERLITE BOARD, RIGID

INSULATION, ETC. DOWN TO METAL

DECK

EXISTING PIPE TO REMAIN

EXISTING METAL DECK

TO REMAIN

EXISTING PIPE TO REMAIN

EXISTING METAL DECK

TO REMAIN

DRAIN @ PARAPET TYP DRAIN

EXISTING

PRIMARY

DRAIN TO

REMAIN

EXISTING

SCHEDULED

WALL TO

REMAIN

EXISTING

OVERFLOW

DRAIN TO

REMAIN

REMOVE

ROOFING

MEMBRANE

AD501

____ A2

AD501

REMOVE ROOFING

MEMBRANE

EXISTING ROOF

DRAINS TO

REMAIN

EXISTING METAL

DECK TO REMAIN

EXISTING STEEL

STRUCTURE TO REMAIN

REMOVE ENTIRE ROOFING

SYSTEM DOWN TO EXISTING

METAL DECK, INCLUDING DRAIN

SUMP, TYP REMOVE ENTIRE

ROOFING SYSTEM DOWN

TO EXISTING METAL

DECK, TYP.

REMOVE ROOFING MEMBRANE

EXISTING ROOF

DRAIN TO REMAIN

EXISTING METAL DECK

TO REMAIN.

EXISTING STEEL

STRUCTURE TO REMAIN

EXISTING WALL TO REMAIN

EXISTING CEILING

TO REMAIN

EXISTING SKYLIGHT SYSTEM TO

BE REMOVED AND REPLACED,

INCLUDING ALL ASSOCIATED

FLASHINGS AND TRIM

REMOVE CANT STRIP

REMOVE ENTIRE ROOFING

SYSTEM DOWN TO EXISTING

METAL DECK, TYP.

EXISTING WALL

TO REMAIN

EXISTING STEEL

ANGLE TO REMAIN

SKYLIGHT WELL LINE,

BEYOND

WOOD TRIM TO REMAIN

WHERE OCCURS. PATCH &

REPAIR IF DAMAGED DURING

DEMOLITION

REMOVE AND REPLACE SHEATHING

IF DAMAGED DURING DEMO, TYP.

EXISTING METAL

DECK TO REMAIN

REMOVE CONT. CANT

AROUND PERIMETER OF

MECHANICAL CURB

EXISTING OPENING

SUPPORT TO REMAIN

BASE FLASHING TO BE REMOVED

REMOVE ROOFING MEMBRANE

REMOVE ENTIRE

ROOFING SYSTEM

DOWN TO EXISTING

METAL DECK, TYP.

REMOVE AND REPLACE

ENTIRE EXISTING

MECHANICAL CURB, TYP.

EXISTING WALL TO REMAIN

EXISTING SKYLIGHT SYSTEM TO

BE REMOVED AND REPLACED,

INCLUDING ALL ASSOCIATED

FLASHINGS AND TRIM

REMOVE METAL FLASHING

REMOVE ROOFING

EXPANSION JOINT COMPLETE

REMOVE FIBER CANT STRIP

REMOVE ENTIRE ROOFING

SYSTEM DOWN TO EXISTING

METAL DECK, TYP.

STRUCTURAL

SYSTEM TO REMAIN

WOOD TRIM TO REMAIN

WHERE OCCURS. PATCH &

REPAIR IF DAMAGED

DURING DEMOLITION

REMOVE AND REPLACE SHEATHING

IF DAMAGED DURING REMOVAL OF

ROOFING SYSTEM

REMOVE ROOF

MEMBRANE

UNDERNEATH FLASHING

REMOVE ENTIRE ROOFING

SYSTEM DOWN TO

EXISTING METAL DECK, TYP.

REMOVE METAL EXPANSION

JOINT COVER

REMOVE SINGLE-PLY MEMBRANE

VAPOR BARRIER

REMOVE FIBER CANT STRIP

REMOVE ALL EXISTING

WOOD NAILERS, TYP

EXISTING METAL DECK TO REMAIN

REMOVE METAL

PARAPET CAP

CONT. HOLD DOWN

CLIP TO REMAIN

EXTERIOR FINISH

AND SCHEDULED

WALL TO REMAIN

REMOVE MEMBRANE

ROOFING

UP & OVER PLATE

EXISTING WOOD

BLOCKING TO REMAIN

REMOVE AND

REPLACE SHEATHING

IF DAMAGED DURING

DEMO, TYP.

EXISTING MASONRY WALL

TO REMAIN

EXISTING EMBEDDED

MASONRY REGLET TO

REMAIN

REMOVE ENTIRE ROOFING

SYSTEM DOWN TO EXISTING

METAL DECK, TYP.

AD501

REMOVE CANT STRIP

REMOVE ROOFING MEMBRANE

EXISTING COUNTER FLASHING

TO BE REMOVED, TYP.

EXISTING METAL DECK

TO REMIAN

EXISTING STEEL ANGLE

TO REMAIN

EXISTING STEEL

STRUCTURE TO REMAIN

REMOVE ENTIRE ROOFING

SYSTEM DOWN TO EXISTING

METAL DECK, TYP.

REMOVE EXISTING BUILT-UP

ROOFING MEMBRANE.

REMOVE ENTIRE ROOFING

SYSTEM DOWN TO EXISTING

METAL DECK, TYP.

EXISTING WOOD

BLOCKING TO REMAIN

REMOVE AND REPLACE

SHEATHING IF DAMAGED DURING

DEMO, TYP.

EXISTING FRAMING AND INSULATION

TO REMAIN. PROTECT AS

NECESSARY, REPAIR AS REQUIRED.

EXISTING CMU

WALL TO REMAIN

REMOVE ENTIRE ROOFING

SYSTEM OF ENTIRE SHED

DOWN TO EXISTING

SHEATHING, INCLUDING AT

SURROUNDING PARAPET

WALLS AND ASSOCIATED

COPINGS.

EXISTING 2X TREATED TOP

PLATE TO REMAIN. REPAIR

AND REPLACE AS REQUIRED

REMOVE DRIP FLASHING,

GUTTER, COLLECTOR

HEAD, & DOWNSPOUT

ENTIRELY.

EXISTING ROOF

STRUCTURE TO REMAIN

REMOVE EXISTING COPING

& HOLD DOWN CLEAT, TYP.

REMOVE EXISTING

TERMINATION BAR WHERE

OCCURS, TYP.

SALT LAKE CITY - HQ

524 SOUTH 600 EAST

SALT LAKE CITY, UT 84102

801.575.8800

1 2 3 4 5

D D

1 2 3 4 5 6

REV DATE DESCRIPTION

ST. GEORGE

20 N. MAIN ST. #103

ST. GEORGE, UT 84770

435.522.7070

VCBO.COM

10/22/2026 9:13:50 AM

AD501

DEMOLITION DETAILS

C O

L U

M B

L E

M E

N T

A R

Y R

E R

O O

S E

W E

S T

O U

T H

, W E

S T

J O

R D

A N

, U T

VCBO NUMBER: 26345

CLIENT NUMBER: 25KP06

DATE: 2026.10.27

SCALE: 1 1/2" = 1'-0"A1/ AD110

B5 TYPICAL DETAIL AT CORRIDOR SKYLIGHTS

SCALE: 3/8" = 1'-0"

A4 ROOF DRAIN - EXSITING

SCALE: 3/4" = 1'-0"A4/ AD501

A2 ROOF DRAIN SECTION A-A EXSITING

SCALE: 3/4" = 1'-0"A4/ AD501

A3 ROOF DRAIN SECTION B-B EXISTING

SCALE: 1" = 1'-0"

B1 ROOF - PENETRATION EXSITING

SCALE: 1 1/2" = 1'-0"A1/ AD110

C6 TYPICAL PARAPET EXP. JOINT DETAIL

SCALE: 1 1/2" = 1'-0"A1/ AD110

A1 PARAPET CAP - STUD EXISTING

SCALE: 1 1/2" = 1'-0"A1/ AD110

A6 PARAPET CAP - CMU EXISTING

SCALE: 1" = 1'-0"A1/ AD110

B6 EXISTING TYPICAL PYRAMID SKYLIGHT

SCALE: 1 1/2" = 1'-0"A1/ AD110

A5 TYPICAL ROOF MEMBRANE EXP. JOINT

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

B4 TYPICAL MECHANICAL CURB

SCALE: 1" = 1'-0"

B3 TYPICAL SURFACE COUNTER FLASHING

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

B2 FLASHING DETAIL

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

C3 TYPICAL STUD/ CMU PARAPET CAP

SCALE: 3" = 1'-0"B3/ AD501

C4 EMBEDED REGLET

SCALE: 3" = 1'-0"B2/ AD501

C5 BOTTOM FLASHING OF EIFS @ ROOF

SCALE: 1" = 1'-0"A1/ AD110

C2 ROOF STEP

SCALE: 1 1/2" = 1'-0"A5/ AD110

C1 SHED ROOF & GUTTER DEMO

T.O. WALL: 118' - 0"

T.O. WALL: 117' - 4"

T.O. WALL: 118' - 0"

T.O. WALL: 117' - 4"

T.O. WALL: 130' - 0"

T.O. WALL: 128' - 8"

T.O. WALL: 117' - 4"

T.O. WALL: 118' - 0"

T.O. WALL: 125' - 6"

T.O. WALL: 117' - 4"

RIDGERIDGE

G E

A540

T.O. WALL: 117' - 4"

T.O. WALL: 130' - 0"

D.B. 114' - 7"

A540

RIDGE

D.B. 114' - 7"

D.B. 116' - 2"

D.B. 115' - 10"

D.B. 129' - 0"

D.B. 116' - 2"

D.B. 123' - 10"

D.B. 116' - 2"

SLOPE

P E

SLOPE

P E

SLOPE

P E

SLOPE

P E

SLOPE

D.B. 127' - 6"

SLOPE

P E

G E

P E

D.B. 114' - 7"

D.B. 123' - 4"

RIDGE

P E

SLOPE

P E

RIDGE

P E

SLOPESLOPE

P E

SLOPE

P E

SLOPE

D.B. 116' - 2"

T.O. WALL: 125' - 6"

D.B. 124' - 4"

D.B. 114' - 7"

D.B. 116' - 2"

D.B. 123' - 10"

D.B. 123' - 0"

D.B. 114' - 7"

D.B. 116' - 2"

G E

A540

P E

SLOPE

D.B. 114' - 7"

D.B. 123' - 4"

D.B. 124' - 4"

SLOPE

P E

SLOPE

P E

SLOPE

P E

SLOPE

D.B. 116' - 2"

D.B. 114' - 7"

D.B. 116' - 2"

D.B. 124' - 4"

RIDGE

D.B. 114' - 7"D.B. 116' - 2"

D.B. 114' - 7"

T.O. WALL: 125' - 6"

D.B. 123' - 4"

D.B. 124' - 4"

SLOPE

P E

SLOPE

P E

SLOPE

P E

SLOPE

D.B. 116' - 2"

D.B. 114' - 7"D.B. 116' - 2"

P E

SLOPE

D.B. 116' - 2"

D.B. 114' - 5" D.B. 114' - 5"

D.B. 116' - 2"

D.B. 116' - 2"D.B. 114' - 7"D.B. 114' - 7"

D.B. 116' - 2"

D.B. 115' - 3"

P E

SLOPE

P E

SLOPE

201.1

A540

706.0

TYP

TYP TYP

TYP

710.0

A540

____TYP

A540

____TYP

A540

____TYP

A540

____TYP

A540

____TYP

A540

____TYP

A540

5' x 5'

A540

____TYP

A540

D.B. 116' - 2"

710.0

1000.0

706.0

5' x 5'

5' x 5' 5' x 5'

5' x 5'

5' x 32'

5' x 32' 5' x 32'

15' x 15'

PYRAMID

A540

____TYP

A540

____TYP

A540

____TYP

TYP

230.0

TYP

230.0

TYP

230.0

TYP

230.0

G E

RIDGERIDGE

G E

705.0

705.0705.0

705.0

702.1

702.1 702.1

702.1

702.1702.1

702.1

TYP

702.1

702.1702.1

TYP

702.1

TYP

702.1

710.0

A540

230.0

T.O. WALL: 114' - 0"

SLOPE

T.O. WALL: 109' - 4"

TYP

709.3

TYP

709.3

TYP

709.3

TYP

709.3

TYP

709.3

TYP

709.3

TYP

709.3

TYP

709.3

TYP

709.3

TYP

709.3

TYP

811.1

TYP

811.1

TYP

811.1

TYP

811.1

TYP

811.1

0" M

TYP

706.0

TYP

236.0

709.3

705.0

A540

705.3

P E

E R

F O

R F

L D

N S

FIELD VERIFY FOR FINAL DIMENSIONS

14' - 0 7/8"

EXISTING LIGHT TO

REMAIN. PROTECT DURING

CONSTRUCTION

REMOVE AND REPLACE

METAL CAP ON

ENCLOSURE WALLS

REMOVE EXISTING GUTTER,

COLLECTOR HEAD, AND

DOWNSPOUT. PREPARE FOR

NEW GUTTER, COLLECTOR

HEAD, AND DOWNSPOUT.

REMOVE EXISTING ROOFING

DOWN TO STRUCTURE AND

PREPARE FOR NEW ROOFING

INSTALLATION.

SALT LAKE CITY - HQ

524 SOUTH 600 EAST

SALT LAKE CITY, UT 84102

801.575.8800

1 2 3 4 5

D D

1 2 3 4 5 6

REV DATE DESCRIPTION

ST. GEORGE

20 N. MAIN ST. #103

ST. GEORGE, UT 84770

435.522.7070

VCBO.COM

10/22/2026 9:13:50 AM

A140

OVERALL ROOF PLAN

C O

L U

M B

L E

M E

N T

A R

Y R

E R

O O

S E

W E

S T

O U

T H

, W E

S T

J O

R D

A N

, U T

VCBO NUMBER: 26345

CLIENT NUMBER: 25KP06

DATE: 2026.10.27

KEYED NOTES

201.1 EXISTING STANDING SEAM METAL ROOFING OVER STRUCTURAL STEEL CANOPY TO

REMAIN UNDISTURBED. TYP.

230.0 EXISTING ROOF PENETRATIONS, PROTECT AS NECESSARY, REPAIR AS REQUIRED, TYP.

ALL LOCATIONS.

236.0 REMOVE AND REINSTALL MECHANICAL EQUIPMENT. SEE MECHANICAL DRAWINGS FOR

NEW LOCATION. LINE SET TO BE REINSTALLED PER MECHANICAL TO REDUCE OVERALL

LINE LENGTH ACROSS ROOF. SET ON NEW PRE-MANUFACTURED CURB PER MECHANICAL

DRAWINGS, TYP.

702.1 TAPERED RIGID INSULATION CRICKETING OVER MIN. R-30 RIGID INSULATION ASSOCAITED

WITH ROOFING SYSTEM, TYP.

705.0 NEW SINGLE PLY ROOF SYSTEM, INCLUDING 5/8" GLASS MAT GYPSUM COVER BOARD,

MIN. R-30 RIGID INSULATION, & VAPOR BARRIER

705.3 NEW PRE-FINISHED GUTTER & DOWNSPOUT. FINISH TO MATCH PARAPET CAPS

706.0 NEW DURABLE WALKING SURFACING, GRAY COLOR.

709.3 NEW PRE-FINISHED METAL CAP AND CLEAT

710.0 NEW SPALSH BLOCKS, FIELD VERIFY ROOF DRAIN OUTLET LOCATION. PROVIDE ONE FOR

EVERY OVERFLOW DRAIN OUTLET LOCATED AT THE ROOF LEVEL, TYP.

811.1 TRANSLUCENT FIBERGLASS SANDWICH-PANEL SKYLIGHT SYSTEM, INSULATED. FIELD

VERIFY DIMENSIONS PRIOR TO ORDERING REPLACEMENT SKYLIGHT, TYP.

1000.0 WEATHER EQUIPMENT TO BE REMOVED. STORE TEMPORARILY DURING CONSTRUCTION,

AND THEN REINSTALL IN THIS SAME LOCATION. ENSURE ALL EXISTING UTILITY

CONNECTIONS ARE FUNCTIONAL FOLLOWING INSTALL.

GENERAL ROOF NOTES

1. ALL ROOF DECK IS TO BE COVERED IN R-30 INSULATION AND SPECIFIED ROOFING

SYSTEM.

2. THE CONTRACTOR IS TO ASSURE THAT THE MINIMUM ROOF SLOPE IS NOT LESS THAN

1/2" PER FOOT. ANY AREA THAT IS LESS THAN 1/2" PER FOOT SLOPE SHALL BE

ADJUSTED AT THE CONTRACTORS EXPENSE WITH CRICKETING TO PROVIDE THE

REQUIRED SLOPE.

3. DECK BEARING ELEVATIONS SHOWN ON THIS SHEET ARE TO BE INCLUDED FOR

ARCHITECT'S REFERENCE ON ALL STEEL SHOP DRAWINGS.

4. ALL ROOFING CRICKETS ARE TO BE CONSTRUCTED OF TAPERED INSULATION.

CRICKETS ARE TO BE INSTALLED SO THAT A SLOPE OF 1/4" PER FOOT IS MAINTAINED

ACROSS THE FACE OF THE CRICKET.

5. PROVIDE CRICKETS AT ALL ROOF TOP MOUNTED EQUIPMENT (I.E. SKYLIGHTS, ROOF

HATCHES, ETC.) TO ASSURE POSITIVE DRAINAGE AROUND SUCH ELEMENTS.

6. ALL FLASHING, COUNTER FLASHING AND SHEET METAL WORK TO COMPLY WITH THE

MINIMUM STANDARDS PER THE CURRENT EDITION OF SMACNA.

7. NOT ALL ROOF MOUNTED EQUIPMENT AND ROOF PENETRATIONS ARE SHOWN ON THE

ARCHITECTURAL ROOF PLAN SHEETS. IN ADDITION TO THE ARCHITECTURAL, THE

CONTRACTOR IS RESPONSIBLE FOR REFERENCING MECHANICAL AND ELECTRICAL

DOCUMENTS FOR ALL SUCH OCCURRENCES. ALL PENETRATIONS OF THE ROOF

SHALL MEET WITH THE ROOFING MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN

INTEGRITY OF ROOFING SYSTEMS.

8. THE CONTRACTOR IS RESPONSIBLE AT BIDDING, FOR PROVIDING A MANUFACTURER'S

APPROVED ROOFING DETAIL FOR ALL ROOFING CONDITIONS SO THAT THE SPECIFIED

WARRANTY IS OBTAINED. IF A CONDITION SHOWN IN THESE CONSTRUCTION

DOCUMENTS DOES NOT MEET THE REQUIREMENTS OF THE ROOFING MANUFACTURER

THESE CONDITIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT

PRIOR TO BIDDING AND INSTALLATION OF THE APPROVED DETAIL.

9. THE CONTRACTOR IS TO CONFIRM THE ROOFING SYSTEM THICKNESS, INCLUDING THE

RIGID INSULATION PRIOR TO INSTALLING CURB AND PARAPET BLOCKING. BLOCKING

AND CURB HEIGHTS ARE TO BE ADJUSTED AS NEEDED TO CONFORM TO THE ROOFING

THICKNESS TO MEET REQUIREMENTS FOR WARRANTY.

10. WHERE ROOFING MEMBRANE IS SHOWN EXTENDING UP TO THE TOP OF THE

PARAPET, THE MEMBRANE IS TO WRAP UP, OVER AND DOWN THE WOOD BLOCKING.

THE AIR INFILTRATION BARRIER IS TO EXTEND UP EXTERIOR FACE OF WALL AND

FULLY OVER THE TOP OF THE PARAPET WALL AND UNDER THE SILL BLOCK FLASHING.

VERIFY WALL TYPE FOR PARAPET CAP WIDTH, SEE DETAILS ON SHEET A540.

CONTRACTOR TO SEQUENCE WORK TO MEET THIS REQUIREMENT.

11. ALL TOPS OF PARAPETS TO BE PROVIDED WITH 1/2" PER FOOT MINIMUM POSITIVE

SLOPE TOWARD THE ROOF FOR ADEQUATE DRAINAGE.

12. ALL PRE-MANUFACTURED MECHANICAL CURBS ARE TO BE MANUFACTURED TO

ACCOMMODATE ROOF SLOPE. THEY MUST BE OF ADEQUATE HEIGHT TO ALLOW FOR

THE DEPTH OF THE ROOF INSULATION, INCLUDING CRICKETS AND HAVE 8" HEIGHT

ABOVE THE ROOF MEMBRANE, SEE DETAIL D5/A540.

13. SKYLIGHTS ARE TO BE INSTALLED SO THE TOP OF SKYLIGHT SLOPES 1/2" PER FOOT

MINIMUM. THIS SLOPE IS TO SLOPE IN THE DIRECTION OF THE ROOF BELOW. FOR

TYPICAL SKYLIGHT CURB, SEE DETAIL B3, B4/A540.

14. ALL REGLETS ARE TO BE PREFINISHED AND ARE TO BE HELD AS LOW TO THE ROOF AS

POSSIBLE, BUT HAVE 8" HEIGHT ABOVE THE ROOF MEMBRANE SO THE VISIBILITY OF

THE MEMBRANE FROM THE GROUND BELOW IS MINIMIZED. AT CERTAIN LOCATIONS A

SHEET METAL COVER SHEET HAS BEEN DETAILED TO COVER THIS EXPOSED VERTICAL

MEMBRANE. ALL REGLETS AT MASONRY WALLS ARE TO BE EMBEDDED INTO

MORTAR JOINTS. FOR TYPICAL EMBEDDED MASONRY REGLET, SEE DETAIL A4/A540.

FOR TYPICAL SURFACE MOUNTED FLASHING ON A STUD WALL, SEE DETAIL A2/A540.

15. ROOF DRAINS ARE TO BE INSTALLED IN A TWO LEVEL DRAIN BASIN. THE BASIN IS TO

BE CONSTRUCTED USING LAYERS OF ROOFING INSULATION. SEE DETAILS C2, C3 AND

C4/A540.

16. FOR TYPICAL ROOF PIPE PENETRATIONS, SEE DETAIL C5/A540.

ROOF LEGEND

SINGLE PLY MEMBRANE ROOFING SYSTEM

EXISTING STANDING SEAM METAL ROOFING SYSTEM TO

REMAIN UNDISTURBED.

TAPERED INSULATION CRICKET MINIMUM SLOPES: 1/8"

ALONG VALLEY, 1/4" ACROSS CRICKET

TRANSLUCENT PANEL SKYLIGHT SYSTEM

PROTECTIVE WALKABLE SURFACE

DECK RIDGE OR VALLEY

IMAGINARY VALLEY WITH WARPED DECKING

CONCRETE HOUSEKEEPING PAD, SIZE TO BE VERIFIED BY

CONTRACTOR USING THE FINAL APPROVED SUBMITTALS FOR

MEP EQUIPMENT

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

A1 ROOF PLAN - NEW

NORTH

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

A6 OUTBUILDING ROOF PLAN - NEW

SCALE: NOT TO SCALE

A4 OUTBUILDING - SIM. REFER TO PLAN FOR EXTENTS OF COPINGS

NOTE:

MECHANICAL EQUIPMENT TO SET

LEVEL. ORDER CURB TO

COMPENSATE FOR ROOF SLOPE.

GALV. SHEET METAL PAN. SEE

MECHANICAL DETAILS.

FORMED GALV SHEET STEEL INNER

SLEEVE OVER BLOCKING & METAL

DECK

EXISTING METAL DECK

TO REMAIN

TREATED WOOD RAIL WITH

INSULATION. SEE MECHANICAL

DETAILS.

SINGLE PLY ROOFING MEMBRANE UP

WALL & OVER CURB

METAL COUNTERFLASHING

EXISTING STEEL ANGLE

TO REMAIN

NEW ROOF ASSEMBLY. SEE

ROOFING SYSTEM DETAIL

MEMBRANE

TRANSITION SHEET

EXISTING GALV WATER TIGHT

UMBRELLA

MEMBRANE

TRANSITION SHEET

S.S. CLAMP

EXISTING PIPE PENETRATION

TO REMAIN

2" L

A P

1" M

SINGLE PLY ROOFING MEMBRANE

RIGID INSULATION, R-30 MIN.

FULLY ADHERE CONE TO

ROOFING MEMBRANE

TREATED WOOD BLOCKING

AS REQ'D

FULLY ADHERE & SEAL

ROOFING CONE TO PIPE

SINGLE PLY ROOFING MEMBRANE

RIGID INSULATION, R-30 MIN.

FULLY ADHERE CONE TO

ROOFING MEMBRANE

TREATED WOOD BLOCKING

AS REQ'D

FULLY ADHERE & SEAL

ROOFING CONE TO PIPE

EXISTING PIPE PENETRATION

TO REMAIN

SLOPE 1/2" MIN.

NOTES:

1. NAILERS SECURELY

ANCHORED TO THE DECK TO

RESIST A MIN FORCE OF 300

LBS PER LINEAR FT. REFER

TO FACTORY MUTUAL DATA

SHEET 1-49.

2. VAPOR BARRIER SEALED @

EDGES.

ROOFING MEMBRANE: WRAP UP,

OVER & DOWN THE WOOD BLOCKING

EXISTING WOOD BLOCKING TO REMAIN

NEW ROOF ASSEMBLY. SEE

ROOFING SYSTEM DETAIL

SECURE PER MFR8"

5" T

Y P

EXISTING WALL TO REMAIN

CONT BACKER ROD & JOINT

SEALANT

MECHANICAL FASTENER @ 12"

O.C.

1/2" MAX

PRE-MANUFACTURED

PRE-FINISHED METAL PARAPET

CAP W/ WATER TIGHT JOINTS &

CONT CLEAT

NEW SHEATHING TO MATCH

EXISTING, AS REQUIRED IF

DAMAGED DURING DEMO, TYP.

NOTES:

1. NAILERS SECURELY

ANCHORED TO THE DECK TO

RESIST A MIN FORCE OF 300

LBS PER LINEAR FT. REFER

TO FACTORY MUTUAL DATA

SHEET 1-49.

2. VAPOR BARRIER SEALED @

EDGES.

ATTACHMENT PER MFR

NEW ROOF ASSEMBLY. SEE

ROOFING SYSTEM DETAIL

CONTINUOUS SEALANT OVER

TERMINATION BAR

REGLET METAL COUNTER

FLASHING

EXISTING WALL TO REMAIN

8" M

NEW SHEATHING TO MATCH

EXISTING, AS REQUIRED IF

DAMAGED DURING DEMO, TYP.

ROOFING MEMBRANE COUNTER

FLASHING UP TO AND OVER TOP

OF PARAPET.

ROOFING MEMBRANE SECURED

TO BASE OF WALL WITH

ROOFING MEMBRANE

FASTENERS

ROOFING MEMBRANE ADHERED

FLASHING

SECURED - HOT-AIR WELD TO

ROOF MEMBRANE

EXISTING STEEL ANGLE TO REMAIN

ROOFING MEMBRANE VAPOR

RETARDER

SECURED AND EDGE SEALED ON

WALL. EXTEND TO HEIGHT OF

INSULATION OR

PER ROOFING MANUFACTURER'S

REQUIREMENTS.

NEW SHEATHING TO MATCH

EXISTING, AS REQUIRED IF

DAMAGED DURING DEMO, TYP.

EXISTING WALL TO REMAIN

EXISTING METAL DECK TO REMAIN

ROOFING MEMBRANE

RIGID INSULATION

BOARD

ROOF DRAIN W/ ADJUSTABLE

EXTENSION

OVERFLOW ROOF DRAIN W/ ADJUSTABLE EXTENSION

AND 2" WATER DAM. SET EXTENSION SLEEVE 4" ABOVE

PRIMARY DRAIN EXTENSION SLEEVE

STEEL ANGLE FRAME

EXISTING METAL

DECK TO REMAIN

EXISTING STEEL

STRUCTURE TO REMAIN

SHEET METAL DRAIN

PANS

LOW POINT OF

ROOF

TREATED

"WOLMANIZED" 2X

WOOD NAILERS

LINE OF PARAPET BEYOND

UNDER DECK CLAMP

A540

1' - 6" 4' - 0" 1' - 6"

1' - 0" 3' - 0" 1' - 0"

6'-0" 1' - 6"

TAPERED INSULATION

ROOF MEMBRANE COUNTER FLASHING

UP SCHEDULED WALL & OVER TOP

PLATE

EXISTING WALL TO REMAIN

EXISTING ROOF

DRAIN TO REMAIN

ROOF MEMBRANE

COUNTER FLASHING

EXISTING METAL

DECK TO REMAIN

LEAD SUMP PAN

EXISTING STEEL

STRUCTURE TO REMAIN

4'-6" 1' - 6"

A540

NEW SHEATHING TO MATCH EXISTING, AS

REQUIRED IF DAMAGED DURING DEMO, TYP.

6' - 0" 1' - 6"

1' - 9" 1' - 9"

DRAIN @ PARAPET TYP DRAIN

PRIMARY

DRAIN

PARAPET

WALL

OVERFLOW

DRAIN, W/

COLLAR

SCHEDULED

ROOFING

A540

____ A1

A540

4' - 6" 1' - 6"

EXISTING WOOD BLOCKING TO REMAIN

EXISTING WOOD NAILER TO REMAIN

GROMMET FASTENER

ROOFING MEMBRANE COUNTER FLASHING

UP INTERIOR FACE OF PARAPET WALL AND

OVER TOP OF WALL

ROOFING MEMBRANE MULTI-PURPOSE TAPE

CONTINUOUS METAL HOLD DOWN CLEAT

EXISTING CMU WALL TO REMAIN

ROOFING MEMBRANE SECURED

TO BASE OF WALL WITH

ROOFING MEMBRANE

FASTENERS

ROOFING MEMBRANE ADHERED

FLASHING

SECURED - HOT-AIR WELD - TO

ROOF MEMBRANE

NEW ROOFING ASSEMBLY. SEE

ROOF SYSTEM DETAIL

EXISTING ROOF METAL DECK

EXISTING STEEL ANGLE TO REMAIN

ROOFING MEMBRANE VAPOR

RETARDER

SECURED AND EDGE SEALED ON

WALL. EXTEND TO HEIGHT OF

INSULATION OR

PER ROOFING MANUFACTURER'S

REQUIREMENTS.

4"6"

NEW PRE-FINISHED METAL COPING W/ DBL.

LOCK STANDING SEAM JOINTS, TYP. COLOR

TO MATCH EXISTING.

EXISTING METAL DECK TO REMAIN

SELF ADHERED VAPOR BARRIER

TWO LAYERS OF RIGID

POLYISOCYANURATE

INSULATION, 2.5" T EA. FOR A TOTAL MIN. R

VALUE OF 30. MECHANICALLY ATTACHED

TO THE ROOF DECK PER SYSTEM

REQUIREMENTS.

ONE LAYER OF TAPERED INSULATION

BOARD WHERE INDICATED ON OR

REQUIRED TO ACHIEVE THE REQUIRED

SLOPES. MECHANICALLY

ATTACHED TO THE ROOF DECK PER

SYSTEM REQUIREMENTS.

GLASS-MAT GYPSUM COVER BOARD

MECHANICALLY FASTENED TO THE ROOF

DECK

SINGLE PLY MEMBRANE ROOFING SYSTEM

MEMBRANE

ALL ROOFING SYSTEM COMPONENTS BY ROOFING MEMBRANE

MANUFACTURER OR APPROVED FOR USE BY ROOFING

MEMBRANE MANUFACTURER. INCLUDING ALL MISCELLANEOUS

COMPONENTS AND MATERIALS REQUIRED FOR A COMPLETED

WATER TIGHT ROOFING SYSTEM.

REMOVABLE SHEET METAL

COUNTER FLASHING

TERMINATION BAR FASTENED

W/ APPROPRIATE FASTENER

APPROX. 12" OC

INSTALL SEALANT BEHIND

ROOFING MEMBRANE

COUNTER FLASHING

ROOFING MEMBRANE

COUNTER FLASHING

EXTENDED TO REGLET

FLASHING

CMU WALL SHOWN . SIMILAR

DETAIL FOR OTHER WALL TYPES

A540

PRE-FINISHED METAL FLASHING

WITH DRIP EDGE

REINSTALL SALVAGED

SKYLIGHTS

EXTEND ROOFING MEMBRANE

COUNTER FLASHING

OVER TOP OF SKYLIGHT CURB.

EXISTING WALL TO REMAIN

FLASHING MEMBRANE

MULTI-PURPOSE TAPE OR

EDGE SEALANT

A540

NEW ROOF ASSEMBLY. SEE

ROOFING SYSTEM DETAIL

EXISTING STEEL ANGLE TO REMAIN

EXISTING METAL DECK TO REMAIN

WOOD TRIM TO REMAIN WHERE

OCCURS. PATCH & REPAIR IF

DAMAGED DURING DEMOLITION

NEW SHEATHING TO MATCH

EXISTING, AS REQUIRED IF

DAMAGED DURING DEMO, TYP.

REINSTALL SALVAGED SKYLIGHTS

EXTEND ROOFING MEMBRANE

COUNTER FLASHING

OVER TOP OF SKYLIGHT

CURB.

EXISTING WALL TO

REMAIN

A540

NEW ROOF ASSEMBLY. SEE

ROOFING SYSTEM DETAIL

EXISTING METAL

DECK TO REMAIN

EXISTING STEEL ANGLE

TO REMAIN

WOOD TRIM TO REMAIN WHERE

OCCURS. PATCH & REPAIR IF

DAMAGED DURING DEMOLITION

NEW SHEATHING TO MATCH

EXISTING, AS REQUIRED IF

DAMAGED DURING DEMO, TYP.

PRE-FINISHED METAL

FLASHING WITH DRIP EDGE

REINSTALL

SALVAGED

SKYLIGHTS

EXTEND ROOFING MEMBRANE

COUNTER FLASHING

OVER TOP OF SKYLIGHT

CURB.

EXISTING WALL TO REMAIN

EXISTING STEEL ANGLE

TO REMAIN

A540

NEW ROOF ASSEMBLY. SEE

ROOFING SYSTEM DETAIL

EXISTING METAL DECK

TO REMAIN

WOOD TRIM TO REMAIN

WHERE OCCURS. PATCH &

REPAIR IF DAMAGED

DURING DEMOLITION

NEW SHEATHING TO MATCH

EXISTING, AS REQUIRED IF

DAMAGED DURING DEMO, TYP.

REINSTALL SALVAGED SKYLIGHTS

NEW ROOFING MEMBRANE COUNTER

FLASHING ON CURB WALL AND

WRAPPED ON TOP OF EXISTING

BLOCKING.

NEW FLASHING MEMBRANE MULTI-

PURPOSE TAPE OR EDGE SEALANT

EXISTING WALL TO REMAIN

EXISTING STEEL STRUCTURE TO

REMAIN

A540

NEW ROOF ASSEMBLY. SEE

ROOFING SYSTEM DETAIL

WOOD TRIM TO REMAIN WHERE

OCCURS. PATCH & REPAIR IF

DAMAGED DURING DEMOLITION

EXISTING METAL DECK TO REMAIN

EXISTING STEEL

STRUCTURE TO REMAIN

NEW ROOFING ASSEMBLY.

SEE ROOFING SYSTEM DETAIL

NEW SINGLE PLY

ROOFING MEMBRANE

NEW SHEATHING TO

MATCH EXISTING, AS

REQUIRED IF DAMAGED

DURING DEMO, TYP.

NEW ROOFING ASSEMBLY. SEE

ROOFING SYSTEM DETAIL

NEW SINGLE PLY

ROOFING MEMBRANEEXISTING WOOD

BLOCKING TO REMAIN

EXISTING CMU

WALL TO REMAIN

EXISTING 2X TREATED TOP

PLATE TO REMAIN. REPAIR

AND REPLACE AS REQUIRED

EXISTING ROOF

STRUCTURE TO REMAIN

NEW SINGLE PLY ROOFING MEMBRANE

OVER EXISTING PLYWOOD DECKING

FLASHING STRIP, HOT-AIR WELDED

NEW PRE-FINISHED METAL GUTTER

AND DOWNSPOUT. FINISH TO

MATCH ADJACENT PARAPET WALL

CAPS

NEW PRE-FINISHED METAL DRIP FLASHING

EXISTING CMU WALL TO REMAIN

EXISTING ROOF STRUCTURE TO REMAIN

NEW SINGLE PLY ROOFING MEMBRANE

OVER EXISTING PLYWOOD DECKING.

EXTEND UP AND OVER TOP OF EXISTING

WALL AND SEAL TIGHT TO CONT. HOLD

DOWN CLEAT, TYP.

NEW CONT. HOLD DOWN CLEAT, TYP.

NEW PRE-FINISHED METAL COPING W/

DBL. LOCK STANDING SEAMS. COLOR

TO MATCH EXISTING, TYP.

EXISTING WOOD NAILER & ANCHOR

BOLTS TO REMAIN, TYP.

4"6"

SALT LAKE CITY - HQ

524 SOUTH 600 EAST

SALT LAKE CITY, UT 84102

801.575.8800

1 2 3 4 5

D D

1 2 3 4 5 6

REV DATE DESCRIPTION

ST. GEORGE

20 N. MAIN ST. #103

ST. GEORGE, UT 84770

435.522.7070

VCBO.COM

10/22/2026 9:13:52 AM

A540

ROOF DETAILS

C O

L U

M B

L E

M E

N T

A R

Y R

E R

O O

S E

W E

S T

O U

T H

, W E

S T

J O

R D

A N

, U T

VCBO NUMBER: 26345

CLIENT NUMBER: 25KP06

DATE: 2026.10.27

SCALE: 1 1/2" = 1'-0"A1/ A140

C2 ROOF - CURB

SCALE: 1" = 1'-0"

C5 ROOF - PENETRATION

SCALE: 1 1/2" = 1'-0"A1/ A140

A5 PARAPET CAP - STUD

SCALE: 1 1/2" = 1'-0"A1/ A140

A4 ROOF - MEMBRANE - STUD WALL

SCALE: 3" = 1'-0"A6/ A540

B5 TYP ROOF BASE FLASHING @ PARAPET WALL

SCALE: 3/4" = 1'-0"A2/ A540

A1 ROOF DRAIN SECTION A-A

SCALE: 3/4" = 1'-0"A1/ A540

A2 ROOF DRAIN SECTION B-B

SCALE: 3/8" = 1'-0"A1/ A140

A3 TYP ROOF DRAIN

SCALE: 3" = 1'-0"A1/ A140

B6 MASONRY PARAPET WALL

SCALE: 3" = 1'-0"A6/ A540

C3 TYP ROOFING SYSTEM ASSEMBLY

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

A6 TYP EMBEDED REGLET FLASHING

SCALE: 1 1/2" = 1'-0"A1/ A140

B3 TYP. SLOPED SKYLIGHT DET - HIGH END

SCALE: 1 1/2" = 1'-0"A1/ A140

B4 TYP. SLOPED SKYLIGHT DET - LOW END

SCALE: 1 1/2" = 1'-0"A1/ A140

B2 FLAT SKYLIGHT

SCALE: 1 1/2" = 1'-0"A1/ A140

B1 PYRAMID SKYLIGHT DETAIL

SCALE: 1" = 1'-0"A1/ A140

C4 ROOF STEP

SCALE: 1 1/2" = 1'-0"A6/ A140

C1 ROOF - SHED GUTTER

SCALE: NOT TO SCALE

D1 ROOF - SHED PARAPET

6"ø (E)

6 6

6"ø (E) 7

SALT LAKE CITY - HQ

524 SOUTH 600 EAST

SALT LAKE CITY, UT 84102

801.575.8800

1 2 3 4 5

D D

1 2 3 4 5 6

REV DATE DESCRIPTION

ST. GEORGE

20 N. MAIN ST. #103

ST. GEORGE, UT 84770

435.522.7070

VCBO.COM

10/22/2026 10:06:12 AM

MD101

OVERALL MECHANICAL

DEMOLITION PLAN

C O

L U

M B

L E

M E

N T

A R

Y R

E R

O O

D O

C U

M E

N T

E S

S O

U T

W E

S T

J O

R D

A N

VCBO NUMBER: 26345

CLIENT NUMBER: 25KP06

DATE: 2026.11.03

SCALE:

8' - 0" 16' - 0" 32' - 0"

1/16" = 1'-0"

OVERALL ROOF MECHANICAL DEMOLITION PLAN

REFERENCE NOTES#

1 REMOVE EXISTING ARES MODEL SC-2GE2F, 6600 CFM

GAS FIRED, EVAPORATIVE COOLED MAKE-UP AIR UNIT &

CURB COMPLETE. DISCONNECT ELECTRICAL AND

DUCTWORK AS REQUIRED FOR NEW WORK. (ALT 02)

2 REMOVE EXISTING GAS/DX PACKAGED ROOFTOP UNIT

COMPLETE. DISCONNECT ELECTRICAL AND DUCTWORK

AS REQUIRED FOR NEW WORK. (ALT 02)

3 REMOVE & RE-INSTALL EXISTING AC SPLIT SYSTEM

OUTDOOR UNIT. REMOVE EXISTING CURB, REFRIGERANT

LINES TO BELOW ROOF DECK & ELECTRICAL TO BELOW

ROOF DECK. COORDINATE WITH NEW WORK. SEE SHEET

M101.

4 EXISTING EXHAUST FAN TO REMAIN. FAN SHALL BE

LIFTED FROM EXISTING CURB, CURB EXTENDED, AND

RESECURED AS NECESSARY FOR ROOFING

INSTALLATION. COORDINATE WITH NEW WORK, SEE

SHEET M101.

5 EXISTING BOILER FLUE. COORDINATE WITH NEW WORK.

SEE SHEET M101.

6 EXISTING WATER HEATER FLUE. COORDINATE WITH NEW

WORK. SEE SHEET M101.

7 EXISTING EXHAUST VENT. COORDINATE WITH NEW

WORK. SEE SHEET M101.

8 REMOVE REFRIGERATION PIPING AND ELECTRICAL BACK

TO BELOW ROOF DECK. COORDINATE WITH NEW WORK.

24"x16" (E)

12"x12" (E)

24"x12" (E)

6"Ø (E)

(E)

60 (E)

(9−REQ’D)

8"Ø (E)

6"Ø (E)

10"Ø (E)

32"x24" (E)

46"x18" (E)

10"Ø (E)

16"x12" (E)

8"x12" (E)

10"Ø (E) 10"Ø (E)

10"Ø (E)

16"x12" (E)

10"x12" (E)

24"x16" (E)

10"Ø (E)

14"x12" (E)

10"Ø (E) 8"Ø (E)

6"x10" (E)

72"x36" (E)

(E)

10"Ø (E)

AHU−4

30"Ø (E)

48"x30" (E)

AHU−4

18"x14" (E)

10"Ø (E)

(E)

12"x8" (E)

4"Ø (E)

STORAGE

B28

LAUNDRY

B26

TOILET

B27

B23

STORAGE

B24

KITCHEN

B25

OFFICE

B22

RECIEVING

CUST/

B20

30"∅

MAU

SALT LAKE CITY - HQ

524 SOUTH 600 EAST

SALT LAKE CITY, UT 84102

801.575.8800

1 2 3 4 5

D D

1 2 3 4 5 6

REV DATE DESCRIPTION

ST. GEORGE

20 N. MAIN ST. #103

ST. GEORGE, UT 84770

435.522.7070

VCBO.COM

10/22/2026 10:06:13 AM

MD401

ENLARGED KITCHEN

MECHANICAL DEMO PLAN

C O

L U

M B

L E

M E

N T

A R

Y R

E R

O O

D O

C U

M E

N T

E S

S O

U T

W E

S T

J O

R D

A N

VCBO NUMBER: 26345

CLIENT NUMBER: 25KP06

DATE: 2026.11.03

REFERENCE NOTES#

1 DISCONNECT EXISTING MAU UNIT FROM SUPPLY

DUCTWORK AND POWER. REMOVE UNIT AND CURB

COMPLETE.

2 DISCONNECT EXISTING GAS/DX PACKAGE ROOFTOP UNIT

FROM SUPPLY AND RETURN DUCTWORK AND POWER.

3 REMOVE EXISTING THERMOSTAT THAT CONTROLS THE

EXISTING GAS/DX PACKAGED ROOFTOP UNIT.

4 EXISTING MAU CONTROL PANEL TO REMAIN.

5 EXISTING DUCTWORK TO REMAIN (TYP).

6 EXISTING EXHAUST FAN TO REMAIN.

SCALE:

2' - 0" 4' - 0" 8' - 0"

1/4" = 1'-0"

KITCHEN MECHANICAL DEMOLITION PLAN (ALT 02)

RT-1

MAU-1

AC-(E)

M601

SALT LAKE CITY - HQ

524 SOUTH 600 EAST

SALT LAKE CITY, UT 84102

801.575.8800

1 2 3 4 5

D D

1 2 3 4 5 6

REV DATE DESCRIPTION

ST. GEORGE

20 N. MAIN ST. #103

ST. GEORGE, UT 84770

435.522.7070

VCBO.COM

10/22/2026 10:06:13 AM

M101

FIRST FLOOR MECHANICAL

PLAN

C O

L U

M B

L E

M E

N T

A R

Y R

E R

O O

D O

C U

M E

N T

E S

S O

U T

W E

S T

J O

R D

A N

VCBO NUMBER: 26345

CLIENT NUMBER: 25KP06

DATE: 2026.11.03

REFERENCE NOTES#

1 CONNECT NEW RT-1 SUPPLY & RETURN DUCTS TO

EXISTING BELOW ROOF DECK. COORDINATE EXACT

DUCT SIZES & LOCATIONS WITH EXISTING CONDITIONS.

PROVIDE NEW ELECTRICAL CONNECTION WITH NEW

SEAL TIGHT CONDUIT. UNIT TO BE 10'-0" FROM ROOF

EDGE. (ALT 02)

2 RE-FLASH EXISTING EXHAUST VENT. SEE DETAIL 7/M601.

3 REINSTALL EXISTING OUTDOOR SPLIT SYSTEM ON NEW

ROOFED IN CURB. PROVIDE NEW LINESET TO CONNECT

TO EXISTING REFRIGERATION PIPING BELOW DECK, RUN

BELOW DECK, AND RISE THRU DECK NEAR THE UNIT. SEE

DETAIL 5/M601.

4 EXISTING EXHAUST FAN TO REMAIN. FAN SHALL BE

LIFTED FROM EXISTING CURB, CURB EXTENDED, AND

RESECURED AS NECESSARY FOR ROOFING

INSTALLATION. EXTEND EXHAUST DUCT AS REQUIRED.

SEE DETAIL 8/M601.

5 RE-FLASH EXISTING WATER HEATER FLUE. SEE DETAIL

7/M601.

6 RE-FLASH EXISTING BOILER STACKS.

7 PROVIDE NEW ATC TO RT-1. (ALT 02)

8 CONNECT NEW MAU-1 SUPPLY DUCT TO EXISTING

BELOW ROOF DECK. PROVIDE NEW DUCT INSULATION

WRAP. COORDINATE EXACT DUCT SIZE & LOCATION WITH

EXISTING CONDITION. PROVIDE NEW ELECTRICAL

CONNECTION WITH NEW SEAL TIGHT CONDUIT. (ALT 02)

9 RE-BALANCE EXHAUST FAN TO 6600 CFM. (ALT 02)

10 REINSTALL EXISTING AC CONDENSER FOR THE SPLIT AC

IN THE DRY STORAGE AT LEAST 10' AWAY FROM THE

ROOF EDGE ON A NEW CURB. PROVIDE NEW LINESET

AND CABLING TO CONNECT TO EXISTING BELOW THE

ROOF DECK. RUN PIPING AND CONDUIT UNDER ROOF

DECK…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 29, 2026.