H

AT

UFOET

A

T S

T C

E

TI

HCRADES

N E

C I

L

7298012-0301

CLIO RAYNER

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600P www.gsbsarchitects.com

181 E 5600 S, SUIT 200

MURRAY, UTAH 84107

801.530.3148

ELECTRICAL ENGINEERING:

RESOLUT CONSULTING

14 EAST 2700 SOUTH

SALT LAKE CITY, UTAH 84115

801.486.4646

MECHANICAL ENGINEERING:

OLSEN & PETERSON CONSULTING ENGINEERS, INC.

675 EAST 500 SOUTH, STE 400

SALT LAKE CITY, UTAH 84102

801.486.3883

STRUCTURAL ENGINEERING:

REAVELEY ENGINEERS + ASSOCIATES

GSBS PROJECT NO.:

ISSUED DATE:

JORDAN RIDGE ELEMENTARY RE-ROOF

CONSTRUCTION DOCUMENTS

11/02/2026

2026.070.00

JORDAN SCHOOL

DISTRICT

JORDAN RIDGE

ELEMENTARY

RE-ROOF

2636 WEST 9800 SOUTH,

SOUTH JORDAN, UT 84095

7605 SOUTH REDWOOD ROAD,

WEST JORDAN, UT 84088

11/02/2026

No.

5047489-2203

OLIVER

DALLIN

BURT

STATE OF UTAH

PR

OF

ES

S I

ON

AL STRUCTURAL

ENG

INEER

11/02/2026

OAKESON

JOSHUA

No. 7707671-2202

G

IN

E E R

ONA

O F

E

SS

I

R

UT

AH

TE OF

S T A

P

L EN

10/30/26

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600P www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

ABBREVIATIONS

VICINITY MAP DRAWING INDEX

REV

GRAPHIC SYMBOLS MATERIALS/LEGEND

BLOCKING, ROUGH WOOD

METAL (LARGE SCALE)

QUARRY/CERAMIC TILE

GRAVEL

EARTH

CONCRETE MASONRY UNIT

CONCRETE (POURED IN PLACE)

GYPSUM BOARD OR SETTING BEDS

INSULATION (BATT & BLANKET)

INSULATION (RIGID/SEMI-RIGID)

CONTINUOUS ROUGH WOOD

PLYWOOD

FACE BRICK

GRID

GRID

W1

100A

ELEVATION CONTROL POINT

OR DATUM POINT

EXTERIOR ELEVATION SYMBOL

ELEVATION IDENTIFICATION

SHEET WHERE ELEVATION IS DRAWN

WALL SECTION SYMBOL

SECTION REFERENCE/

SHEET WHERE SECTION IS DRAWN

BUILDING SECTION SYMBOL

SECTION REFERENCE/

SHEET WHERE SECTION IS DRAWN

DETAIL SYMBOL

DETAIL NUMBER/

SHEET WHERE DETAIL IS DRAWN

REVISION TAG

GRID LINES

NAME

#SHEET

SHEET

SHEET

SHEET

SHEET

SCALE

VIEW NAME

VIEW TITLE

VIEW NUMBER/

SHEET WHERE VIEW IS LOCATED

VIEW NAME/ VIEW SCALE

INTERIOR ELEVATION SYMBOL

ELEVATION IDENTIFICATION

SHEET WHERE ELEVATION IS DRAWN

#SHEET

ROOM TAG

ROOM NAME

ROOM NUMBER

WINDOW TAG

WINDOW OR STOREFRONT NUMBER

DOOR TAG

DOOR NUMBER

WOOD

COMPACTED FILL

FIREPROOFING

11/02/2026

2026.070.00

G001

DRAWING INDEX,

SYMBOLS AND

ABBREVIATIONS

JORDAN SCHOOL

DISTRICT

JORDAN RIDGE

ELEMENTARY

RE-ROOF

27KP04

2636 WEST 9800 SOUTH,

SOUTH JORDAN, UT 84095

7605 SOUTH REDWOOD ROAD,

WEST JORDAN, UT 84088

CONSTRUCTION DOCUMENTS

FV

ABV ABOVE

AFF ABOVE FINISH FLOOR

ADJ ADJUSTABLE

ALUM ALUMINUM

ASTM AMERICAN SOCIETY FOR TESTING MATERIALS

AB ANCHOR BOLT

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL OR ARCHITECT

AHJ AUTHORITY HAVING JURISDICTION (BUILDING

DEPARTMENT)

BP BASE PLATE

BSMT BASEMENT

BRG BEARING

BTWN BETWEEN

BITUM BITUMINOUS

BLKG BLOCKING

BD BOARD

BO BOTTOM OF

BLDG BUILDING

CLG CEILING

CL CENTER LINE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONST CONSTRUCTION

CONT CONTINUOUS

CFOI CONTRACTOR FURNISHED OWNER INSTALLED

CJ CONTROL JOINT

COORD COORDINATE

DEMO DEMOLISH / DEMOLITION

DRAWING INDEX

SHEET NUMBER SHEET NAME

GENERAL

G000 COVER SHEET

G001 DRAWING INDEX, SYMBOLS AND ABBREVIATIONS

ARCHITECTURAL

AD141 DEMOLITION ROOF PLAN

AE141 ROOF PLAN

AE831 ROOF DETAILS

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

S002 LEGENDS & ABBREVIATIONS

S101 ROOF FRAMING PLAN & DETAILS

MECHANICAL

MD101 ROOF MECHANICAL DEMOLITION PLAN

M101 ROOF MECHANICAL PLAN

M401 ENLARGED KITCHEN MECHANICAL PLAN (ALT 01)

M501 MECHANICAL SCHEDULES/DETAILS

M601 MECHANICAL DETAILS

PLUMBING

PD101 ROOF PLUMBING DEMOLITION PLAN

P101 ROOF PLUMBING PLAN

P501 PLUMBING SCHEDULES AND DETAILS

ELECTRICAL

EG001 ELECTRICAL SYMBOLS, SCHEDULES, AND NOTES

ED101 OVERALL ELECTRICAL DEMOLITION PLAN

EP101 OVERALL ELECTRICAL PLAN

Grand total: 19

DEPT DEPARTMENT

DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DW DISHWASHER

DBL DOUBLE

DN DOWN

DRWR DRAWER

DWGS DRAWINGS

EA EACH

ELEC ELECTRICAL

EL ELEVATION

ELEV ELEVATOR

EQ EQUAL

EPDM ETHYLENE PROPYLENE DIENE M-CLASS

(ROOFING)

EXIST EXISTING

EXP EXPANSION

EJ EXPANSION JOINT

EXT EXTERIOR

FT FEET / FOOT

FV FIELD VERIFY

FIN FINISH

FF FINISH FLOOR

FA FIRE ALARM

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FLR FLOOR

FD FLOOR DRAIN

FTG FOOTING

FDN FOUNDATION

GAL GALLON

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GALV GALVANIZED

GA GAUGE

GC GENERAL CONTRACTOR

GL GLASS / GLAZING

GLB GLUE LAMINATED BEAM

GND GROUND

GYP BD GYPSUM BOARD

HW HARDWARE

HVAC HEATING / VENTILATION / AIR CONDITIONING

H HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HYD HYDRANT

IN. INCHES OR INCH

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

JNT JOINT

LAV LAVATORY

LT WT LIGHT WEIGHT

MAINT MAINTENANCE

MFR MANUFACTURER

MO MASONRY OPENING

MAT MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MIN MINIMUM

MISC MISCELLANEOUS

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO. NUMBER

OC ON CENTER

OPP OPPOSITE

OD OUTSIDE DIAMETER

OH OVERHEAD

OH DR OVERHEAD DOOR

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

PNT PAINTED OR PAINT

PTN PARTITION

PVMT PAVEMENT

PERP PERPENDICULAR

PLAM PLASTIC LAMINATE

PL PLATE

PLUM PLUMBING

PVC POLYVINYL CHLORIDE

PCF POUNDS PER CUBIC FOOT

PLF POUNDS PER LINEAL FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

QTY QUANTITY

RAD RADIUS

RE REFER / REFERENCE

RCP REFLECTED CEILING PLAN

REF REFRIGERATOR

REINF REINFORCED

REQ REQUIRED

REV REVISION

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

STC SOUND TRANSMISSION CLASS

SPEC SPECIFICATION

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STRU STRUCTURAL

SUSP SUSPENDED

SYS SYSTEM

THRU THROUGH

T.O. TOP OF

TOA TOP OF ASPHALT

TOC TOP OF CURB

TOF TOP OF FOOTING

TOS TOP OF SLAB OR SIDEWALK

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VEN VENEER

VERT VERTICAL

VEST VESTIBULE

WC WATER CLOSET

WRB WEATHER RESISTIVE BARRIER

W WIDTH

W/ WITH

W/O WITHOUT

WD WOOD

NOTE:

ABBREVIATIONS FOR FINISHED

MATERIALS ARE DESCRIBED IN

THE FINISH LEGEND.

SITE LOCATION: 2636 WEST 9800 SOUTH,

SOUTH JORDAN, UT 84095

1 2 3 4

E

D

C

B

A

REMOVE EXISTING ROOF MEMBRANE

AND EXISTING INSULATION

COMPLETELY. PROTECT WOOD

SHEATHING TO REMAIN., TYP.

REMOVE EXISTING ROOF MEMBRANE

AND EXISTING INSULATION

COMPLETELY. PROTECT WOOD

SHEATHING TO REMAIN., TYP.

BASE BID: REMOVE AND SALVAGE

EXISTING PARAPET CAP FOR TO BE

REINSTALLED IN SAME LOCATION, TYP.

PROTECT WALL SYSTEM FROM

DAMAGE.

ALT#3: REMOVE EXISTING PARAPET

CAPS AND REPLACE WITH NEW.

BASE BID: EXISTING ROOF DRAINS

TO REMAIN. TEMPORARY REMOVAL

OF DEBRIS COLLECTOR MAY BE

REQUIRED FOR REMOVAL AND

PROPER INSTALLATION OF NEW

ROOF MEMBRANE, TYP.

ALT#2: REMOVE EXISTING ROOF

DRAINS AND REPLACE WITH NEW,

RE: MECHANICAL.

REMOVE THE ENTIRE

WALKWAY PAD

REMOVE AND INSTALL NEW ROOF

MEMBRANE FLASHING AROUND

MECHANICAL EQUIPMENT, SUPPORTS

AND PIPING PENETRATIONS. TYP.

MECHANICAL EQUIPMENT AND

SUPPORTS TO REMAIN IN PLACE AND

OPERATIONAL DURING

CONSTRUCTION.

BASE BID: EXISTING ROOF DRAINS

TO REMAIN. TEMPORARY REMOVAL

OF DEBRIS COLLECTOR MAY BE

REQUIRED FOR REMOVAL AND

PROPER INSTALLATION OF NEW

ROOF MEMBRANE, TYP.

ALT#2: REMOVE EXISTING ROOF

DRAINS AND REPLACE WITH NEW,

RE: MECHANICAL.

BASE BID: REMOVE AND SALVAGE

EXISTING PARAPET CAP FOR TO BE

REINSTALLED IN SAME LOCATION, TYP.

PROTECT WALL SYSTEM FROM

DAMAGE.

ALT#3: REMOVE EXISTING PARAPET

CAPS AND REPLACE WITH NEW.

REMOVE THE ENTIRE

WALKWAY PAD

REMOVE EXISTING ROOF MEMBRANE

AND EXISTING INSULATION

COMPLETELY. PROTECT WOOD

SHEATHING TO REMAIN., TYP.

REMOVE EXISTING ROOF MEMBRANE

AND EXISTING INSULATION

COMPLETELY. PROTECT WOOD

SHEATHING TO REMAIN., TYP.

REMOVE AND INSTALL NEW ROOF

MEMBRANE FLASHING AROUND

MECHANICAL EQUIPMENT, SUPPORTS

AND PIPING PENETRATIONS. TYP.

MECHANICAL EQUIPMENT AND

SUPPORTS TO REMAIN IN PLACE AND

OPERATIONAL DURING

CONSTRUCTION.

SEAMLESS METAL ROOF

SYSTEM TO REMAIN, TYP.

SEAMLESS METAL ROOF

SYSTEM TO REMAIN, TYP.

BASE BID: REMOVE AND SALVAGE

EXISTING PARAPET CAP FOR TO BE

REINSTALLED IN SAME LOCATION,

TYP. PROTECT WALL SYSTEM FROM

DAMAGE.

ALT#3: REMOVE EXISTING PARAPET

CAPS AND REPLACE WITH NEW.

BASE BID: EXISTING ROOF DRAINS

TO REMAIN. TEMPORARY REMOVAL

OF DEBRIS COLLECTOR MAY BE

REQUIRED FOR REMOVAL AND

PROPER INSTALLATION OF NEW

ROOF MEMBRANE, TYP.

ALT#2: REMOVE EXISTING ROOF

DRAINS AND REPLACE WITH NEW,

RE: MECHANICAL.

REMOVE THE ENTIRE

WALKWAY PAD

REMOVE EXISTING ROOF MEMBRANE

AND EXISTING INSULATION

COMPLETELY. PROTECT WOOD

SHEATHING TO REMAIN., TYP.

REMOVE EXISTING ROOF MEMBRANE

AND EXISTING INSULATION

COMPLETELY. PROTECT WOOD

SHEATHING TO REMAIN., TYP.

REMOVE EXISTING ROOF MEMBRANE

AND EXISTING INSULATION

COMPLETELY. PROTECT WOOD

SHEATHING TO REMAIN., TYP.

REMOVE EXISTING ROOF MEMBRANE

AND EXISTING INSULATION

COMPLETELY. PROTECT WOOD

SHEATHING TO REMAIN., TYP.

BASE BID: REMOVE AND SALVAGE

EXISTING PARAPET CAP FOR TO BE

REINSTALLED IN SAME LOCATION, TYP.

PROTECT WALL SYSTEM FROM

DAMAGE.

ALT#3: REMOVE EXISTING PARAPET

CAPS AND REPLACE WITH NEW.

BASE BID: EXISTING ROOF DRAINS

TO REMAIN. TEMPORARY REMOVAL

OF DEBRIS COLLECTOR MAY BE

REQUIRED FOR REMOVAL AND

PROPER INSTALLATION OF NEW

ROOF MEMBRANE, TYP.

ALT#2: REMOVE EXISTING ROOF

DRAINS AND REPLACE WITH NEW,

RE: MECHANICAL.

SEAMLESS METAL ROOF

SYSTEM TO REMAIN, TYP.

REMOVE EXISTING ROOF

MEMBRANE AND EXISTING

INSULATION COMPLETELY. PROTECT

WOOD SHEATHING TO REMAIN.,

TYP.

REMOVE EXISTING ROOF

MEMBRANE AND EXISTING

INSULATION COMPLETELY. PROTECT

WOOD SHEATHING TO REMAIN.,

TYP.

REMOVE THE ENTIRE

WALKWAY PAD

MECHANICAL EQUIPMENT AND CURB

TO REMAIN, RAISE EQUIPMENT CURB

HEIGHT AS REQUIRED, RE:

MECHANICAL.

LOWER ROOF LOWER ROOF

LOWER ROOF LOWER ROOF

REMOVE AND SALVAGE

ANTENNA TO BE REINSTALL

IN THE SAME LOCATION ON

THE NEW ROOF SYSTEM.

REMOVE EXISTING ROOF HATCH SEAMLESS METAL ROOF SYSTEM TO

REMAIN, TYP.

SEAMLESS METAL ROOF

SYSTEM TO REMAIN, TYP.

SEAMLESS METAL ROOF SYSTEM TO

REMAIN, TYP.

UPPER ROOF

LOWER ROOF

REMOVE AND INSTALL NEW ROOF

MEMBRANE FLASHING AROUND

MECHANICAL EQUIPMENT, SUPPORTS

AND PIPING PENETRATIONS. TYP.

MECHANICAL EQUIPMENT AND

SUPPORTS TO REMAIN IN PLACE AND

OPERATIONAL DURING

CONSTRUCTION.

REMOVE EXISTING ROOF MEMBRANE

AND EXISTING INSULATION

COMPLETELY. PROTECT WOOD

SHEATHING TO REMAIN., TYP.

REMOVE EXISTING

ROOF HATCH

BASE BID: MECHANICAL UNIT AND

CURB TO REMAIN, RAISE CURB HEIGHT

AS REQUIRED, RE: MECHANICAL.

ALT#1: REMOVE MECHANICAL UNIT

AND CURB, RE: MECHANICAL

BASE BID: MECHANICAL UNIT AND

CURB TO REMAIN, RAISE CURB HEIGHT

AS REQUIRED, RE: MECHANICAL.

ALT#1: REMOVE MECHANICAL UNIT

AND CURB, RE: MECHANICAL

REMOVE EXISTING BUILT-UP CRICKETS

AND THEIR SUPPORT FRAMING. TYP.

CUT LADDER LEGS SHORTER

TO MATCH THE NEW ROOF

ELEVATIONS. TYP.

CUT LADDER LEGS SHORTER

TO MATCH THE NEW ROOF

ELEVATIONS. TYP.

REMOVE EXISTING BUILT-UP CRICKETS

AND THEIR SUPPORT FRAMING. TYP.

REMOVE EXISTING BUILT-UP CRICKETS

AND THEIR SUPPORT FRAMING. TYP.

BUILT-UP CRICKET AND ITS

SUPPORTING FRAMING TO REMAIN.

MECHANICAL EQUIPMENT AND CURB

TO REMAIN, RAISE EQUIPMENT CURB

HEIGHT AS REQUIRED, RE:

MECHANICAL.

MECHANICAL EQUIPMENT AND CURB

TO REMAIN, RAISE EQUIPMENT CURB

HEIGHT AS REQUIRED, RE:

MECHANICAL.

DEMOLITION LEGEND

DEFINITIONS

A. REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND DISPOSE

OF THEM OFF-SITE UNLESS INDICATED TO BE SALVAGED OR

REINSTALLED.

B. REMOVE AND SALVAGE: DETACH ITEMS FROM EXISTING CONSTRUCTION,

IN A MANNER TO PREVENT DAMAGE, AND STORE.

C. REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING

CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, PREPARE FOR

REUSE, AND REINSTALL WHERE INDICATED.

D. EXISTING TO REMAIN: LEAVE EXISTING ITEMS THAT ARE NOT TO BE

REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE SALVAGED

OR REINSTALLED.

E. DISMANTLE: TO REMOVE BY DISASSEMBLING OR DETACHING AN ITEM

FROM A SURFACE, USING GENTLE METHODS AND EQUIPMENT TO

PREVENT DAMAGE TO THE ITEM AND SURFACES; DISPOSING OF ITEMS

UNLESS INDICATED TO BE SALVAGED OR REINSTALLED.

1. IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT

DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND OWNER. HAZARDOUS

MATERIALS WILL BE REMOVED BY OWNER UNDER SEPARATE CONTRACT.

2. SEE ENGINEERING DRAWINGS AND SPECIFICATIONS FOR THE REMOVAL OF

SPECIFIC STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE

ALARM SYSTEMS.

3. REINSTALLED EQUIPMENT AND DEVICES ARE TO BE CLEANED OF ALL

FOREIGN MATERIAL. CONTRACTOR IS RESPONSIBLE TO REPLACE

EQUIPMENT OR DEVICES WHICH ARE DEFECTIVE OR DAMAGED DURING

RELOCATION.

4. WHEREVER MECHANICAL, ELECTRICAL, AND PLUMBING DEVICES ARE

REMOVED, ALL PIPING AND/OR CONDUITS SHALL BE REMOVED TO EXTENT

INDICATED OR REQUIRED TO COMPLETE SCOPE. ITEMS THAT ARE NOTED

TO BE ABANDONED SHALL BE CAPPED OFF BELOW THE ROOF SHEATHING,

EXCEPT WHERE NOTED OTHERWISE. PATCH AND REPAIR FINISHES TO

MATCH SURROUNDING FINISHES.

5. THE CONTRACTOR SHALL MAINTAIN THE EXISTING STRUCTURAL AND

INTEGRITY OF THE ENTIRE BUILDING.

DEMOLITION NOTES

EXISTING BUILDING ELEMENTS TO REMAIN

EXISTING WALKWAY PADS TO BE REMOVED.

EXISTING BUILDING ELEMENTS TO BE REMOVED

DEMOLITION SCOPE

1. SCOPE OF PROJECT IS REROOFING OF ENTIRE BUILDING. REMOVE ROOF

MEMBRANE AND INSULATION. RE: STRUCTURAL, MECHANICAL AND

ELECTRICAL FOR INFROMATION REGARDING REMOVAL OF EQUIPMENT FOR

REINSTALLATION.

2. UNIT PRICE HAS BEEN REQUESTED FOR REPLACEMENT OF DAMAGED

EXISTING ROOF DRAINS. DO NOT REMOVE EXISTING ROOF DRAINS UNTIL

UNIT COST, QUANTITIY AND OVERALL COST IS ACCEPTED BY OWNER.

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600P www.gsbsarchitects.com

H

AT

UFOET

A

T S

T C

E

TI

HCRADES

N E

C I

L

7298012-0301

CLIO RAYNER

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

N O

T E

T

H

IS

S H

E E

T I

S I

N T

E N

D E

D T

O

B

V

IE

W E

D I

N C

O L

O R

RESERVED FOR CONSULTANT LOGO

11/02/2026

2026.070.00

DEMOLITION ROOF PLAN

JORDAN SCHOOL

DISTRICT

JORDAN RIDGE

ELEMENTARY

RE-ROOF

27KP04

2636 WEST 9800 SOUTH,

SOUTH JORDAN, UT 84095

7605 SOUTH REDWOOD ROAD,

WEST JORDAN, UT 84088

CONSTRUCTION DOCUMENTS

AD141

11/02/2026

1/16" = 1'-0"AD141

1 DEMOLITION ROOF PLAN

0'

GRAPHIC SCALE

8' 16' 24' 32' 48'

1 2 3 4

D

C

B

A

1/4" / 12"

1/2" / 12"

BASE BID: RE-INSTALL SALVAGE

EXISTING PARAPET CAP, TYP.

ALT#3: INSTALL NEW PARAPET CAP

FLASHING TO MATCH EXISTING

PROFILE.

BASE BID: RE-INSTALL SALVAGE

EXISTING PARAPET CAP, TYP.

ALT#3: INSTALL NEW PARAPET CAP

FLASHING TO MATCH EXISTING

PROFILE.

BASE BID: RE-INSTALL SALVAGE

EXISTING PARAPET CAP, TYP.

ALT#3: INSTALL NEW PARAPET CAP

FLASHING TO MATCH EXISTING

PROFILE.

BASE BID: RE-INSTALL SALVAGE

EXISTING PARAPET CAP, TYP.

ALT#3: INSTALL NEW PARAPET CAP

FLASHING TO MATCH EXISTING

PROFILE.

REPLACE EXISTING INSULATION WITH

NEW. INSTALL ADDITIONAL NEW

INSULATION AS REQUIRED TO REACH

A MINIMUM OF 6" TOTAL. INSTALL

NEW ROOF MEMBRANE COMPLETE

TYP. R-30 MIN FOR FINAL ROOF

CONSTRUCTION, TYP.

REPLACE EXISTING INSULATION WITH

NEW. INSTALL ADDITIONAL NEW

INSULATION AS REQUIRED TO REACH

A MINIMUM OF 6" TOTAL. INSTALL

NEW ROOF MEMBRANE COMPLETE

TYP. R-30 MIN FOR FINAL ROOF

CONSTRUCTION, TYP.

REPLACE EXISTING INSULATION WITH

NEW. INSTALL ADDITIONAL NEW

INSULATION AS REQUIRED TO REACH

A MINIMUM OF 6" TOTAL. INSTALL

NEW ROOF MEMBRANE COMPLETE

TYP. R-30 MIN FOR FINAL ROOF

CONSTRUCTION, TYP.

1/ 2"

2" 1/

2"

2"

1/ 2"

2"

1/ 2"

2"

1/ 2"

2"

1/ 2"

2"

1/ 2"

2" 1/

2"

2"

1/ 2"

2"

AE831

AE831

TYP.

AE831

TYP.

TY

P

3' -0

AE831

TYP.

TYP.

TY

P

3' -0

AE831

AE831

1/4" / 12" 1/4" / 12"

1/4" / 12" 1/4" / 12" 1/4"

/ 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4"

/ 12" 1/4" / 12"

1/ 4"

2"

SLOPE TRANSITION SLOPE TRANSITION

1"

1/4" / 12" 1/4" / 12"

1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12"

1"

1/4" / 12"1/4" / 12"

1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"

1/ 4"

2" 1/

2"

2"

1/4" / 12" 1/4" / 12"1/4"

/ 12" 1/4" / 12"

1/4" / 12"1/4" / 12"1/4" / 12"1/4"

/ 12"

1/4" / 12" 1/4" / 12"

REPLACE EXISTING INSULATION WITH

NEW. INSTALL ADDITIONAL NEW

INSULATION AS REQUIRED TO REACH

A MINIMUM OF 6" TOTAL. INSTALL

NEW ROOF MEMBRANE COMPLETE

TYP. R-30 MIN FOR FINAL ROOF

CONSTRUCTION, TYP.

1/ 2"

2"

1/4" / 12"1/4" / 12"

1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"

1/ 4"

2"

1"

REPLACE EXISTING INSULATION WITH

NEW AT SAME THICKNESS AS

ORIGINAL CONSTRUCTION. INSTALL

TAPERED INSULATION WITH A SLOPE

OF 1/4" PER 12", UP TO 3"

ADDITIONAL THICKNESS. NEW

INSULATION THICKNESS ON TOP OF

EXISTING INSULATION TO VARY.

REPLACE EXISTING INSULATION WITH

NEW AT SAME THICKNESS AS

ORIGINAL CONSTRUCTION. INSTALL

TAPERED INSULATION WITH A SLOPE

OF 1/4" PER 12", UP TO 3"

ADDITIONAL THICKNESS. NEW

INSULATION THICKNESS ON TOP OF

EXISTING INSULATION TO VARY.

REPLACE EXISTING INSULATION WITH

NEW AT SAME THICKNESS AS

ORIGINAL CONSTRUCTION. INSTALL

TAPERED INSULATION WITH A SLOPE

OF 1/4" PER 12", UP TO 3"

ADDITIONAL THICKNESS. NEW

INSULATION THICKNESS ON TOP OF

EXISTING INSULATION TO VARY.

1/4" / 12"1/4" / 12"

1/4" / 12"1/4" / 12" 1/4"

/ 12" 1/4" / 12" 1/4" / 12"1/4" / 12"

1/4" / 12"1/4" / 12"

REPLACE EXISTING INSULATION WITH

NEW AT SAME THICKNESS AS

ORIGINAL CONSTRUCTION. INSTALL

TAPERED INSULATION WITH A SLOPE

OF 1/4" PER 12", UP TO 3"

ADDITIONAL THICKNESS. NEW

INSULATION THICKNESS ON TOP OF

EXISTING INSULATION TO VARY.

1"

1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12"1/4" / 12"

1/ 4"

2"

SLOPE TRANSITION

1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12"1/4" / 12"

RIDGE RIDGE

R

ID

G E

R

ID

G E

1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12"1/4" / 12"

1/4" / 12"

1/4" / 12"1/4" / 12" 1/4" / 12"1/4" / 12"

1/4" / 12"

1/4" / 12"1/4" / 12"

SLOPE TRANSITION

REPLACE EXISTING INSULATION WITH

NEW. INSTALL ADDITIONAL NEW

INSULATION AS REQUIRED TO REACH

A MINIMUM OF 6" TOTAL. INSTALL

NEW ROOF MEMBRANE COMPLETE

TYP. R-30 MIN FOR FINAL ROOF

CONSTRUCTION, TYP.

REPLACE EXISTING INSULATION WITH

NEW. INSTALL ADDITIONAL NEW

INSULATION AS REQUIRED TO REACH

A MINIMUM OF 6" TOTAL. INSTALL

NEW ROOF MEMBRANE COMPLETE

TYP. R-30 MIN FOR FINAL ROOF

CONSTRUCTION, TYP.

REPLACE EXISTING INSULATION WITH

NEW AT SAME THICKNESS AS

ORIGINAL CONSTRUCTION. INSTALL

TAPERED INSULATION WITH A SLOPE

OF 1/4" PER 12", UP TO 3"

ADDITIONAL THICKNESS. NEW

INSULATION THICKNESS ON TOP OF

EXISTING INSULATION TO VARY.

1/4" / 12"

1/4" / 12"1/4" / 12"

1/4" / 12"

1/4" / 12" 1/4" / 12"

1/ 4"

2"

SL

O

P E

T R

A N

SI

TI

O N

1/4" / 12"

REPLACE EXISTING INSULATION WITH

NEW. INSTALL ADDITIONAL NEW

INSULATION AS REQUIRED TO REACH

A MINIMUM OF 6" TOTAL. INSTALL

NEW ROOF MEMBRANE COMPLETE

TYP. R-30 MIN FOR FINAL ROOF

CONSTRUCTION, TYP.

REPLACE EXISTING INSULATION WITH

NEW AT SAME THICKNESS AS

ORIGINAL CONSTRUCTION. INSTALL

TAPERED INSULATION WITH A SLOPE

OF 1/4" PER 12", UP TO 3"

ADDITIONAL THICKNESS. NEW

INSULATION THICKNESS ON TOP OF

EXISTING INSULATION TO VARY.

1/4" / 12" 1/2" / 12"1/2" / 12"

1/4" / 12" 1/4" / 12" 1/2" / 12"1/2" / 12"

1/4" / 12" 1/4" / 12" 1/2" / 12"1/2" / 12"

22'-0" 10'-0" 10'-0" 22'-0"

1/4" / 12"

1/4" / 12"

1/4" / 12"

1/4" / 12"

1/4" / 12"

1/4" / 12"

1/4" / 12"

1/4" / 12"

1/4" / 12"

1/4" / 12"

1/4" / 12"

1/ 4"

2"

1/4" / 12"

1/4" / 12"

1/4" / 12"

1/4" / 12"

1/4" / 12"

1/4" / 12"

1/4" / 12"

1/4" / 12"

1/4" / 12" 1/4" / 12"

EXISTING

CRICKET

AE831

AE831

AE831

AE831

AE831

AE831

SIM

AE831

SIM

AE831

SIM

NEW ROOF HATCH

NEW ROOF HATCH14

AE831

AE831

SIM

SLOPE TRANSITION

SLOPE TRANSITION SLOPE TRANSITION

SLOPE TRANSITION SLOPE TRANSITION

SL

O

P E

T R

A N

SI

TI

O N

BASE BID: EXISTING ROOF

DRAIN TO REMAIN, TYP.

ALT#2: INSTALL NEW ROOF

DRAIN, TYP.

BASE BID: EXISTING ROOF DRAIN TO

REMAIN, TYP.

ALT#2: INSTALL NEW ROOF DRAIN,

TYP.

SL

O

P E

T R

A N

SI

TI

O N

SL

O

P E

T R

A N

SI

TI

O N

MECHANICAL EQUIPMENT AND CURB

TO REMAIN, RAISE EQUIPMENT CURB

HEIGHT AS REQUIRED, RE:

MECHANICAL.

MECHANICAL EQUIPMENT AND CURB

TO REMAIN, RAISE EQUIPMENT CURB

HEIGHT AS REQUIRED, RE:

MECHANICAL.

MECHANICAL EQUIPMENT AND CURB

TO REMAIN, RAISE EQUIPMENT CURB

HEIGHT AS REQUIRED, RE:

MECHANICAL.

BASE BID: MECHANICAL UNIT AND

CURB TO REMAIN, RAISE CURB HEIGHT

AS REQUIRED, RE: MECHANICAL

ALT#1: INFILL OPENING WHERE

MECHANICAL UNIT AND CURB HAVE

BEEN REMOVED. RE: STRUCTURAL

BASE BID: MECHANICAL UNIT AND

CURB TO REMAIN, RAISE CURB HEIGHT

AS REQUIRED, RE: MECHANICAL

ALT#1: NEW MECHANICAL UNIT AND

CURB, RE: STRUCTURAL AND

MECHANICAL FOR REQUIRED

PENETRATIONS, SUPPORT AND

EQUIPMENT COORDINATION.

REPLACE EXISTING INSULATION WITH

NEW. INSTALL ADDITIONAL NEW

INSULATION AS REQUIRED TO REACH

A MINIMUM OF 6" TOTAL. INSTALL

NEW ROOF MEMBRANE COMPLETE

TYP. R-30 MIN FOR FINAL ROOF

CONSTRUCTION, TYP.

REPLACE EXISTING INSULATION WITH

NEW. INSTALL ADDITIONAL NEW

INSULATION AS REQUIRED TO REACH

A MINIMUM OF 6" TOTAL. INSTALL

NEW ROOF MEMBRANE COMPLETE

TYP. R-30 MIN FOR FINAL ROOF

CONSTRUCTION, TYP.

REPLACE EXISTING INSULATION WITH

NEW. INSTALL ADDITIONAL NEW

INSULATION AS REQUIRED TO REACH

A MINIMUM OF 6" TOTAL. INSTALL

NEW ROOF MEMBRANE COMPLETE

TYP. R-30 MIN FOR FINAL ROOF

CONSTRUCTION, TYP.

REPLACE EXISTING INSULATION WITH

NEW. INSTALL ADDITIONAL NEW

INSULATION AS REQUIRED TO REACH

A MINIMUM OF 6" TOTAL. INSTALL

NEW ROOF MEMBRANE COMPLETE

TYP. R-30 MIN FOR FINAL ROOF

CONSTRUCTION, TYP.

REMOVE AND REINSTALL TRANSITION

FLASHING AS NECESSARY TO INSTALL

ADDITIONAL INSULATION THICKNESS

AND NEW ROOF MEMBRANE

REMOVE AND REINSTALL TRANSITION

FLASHING AS NECESSARY TO INSTALL

ADDITIONAL INSULATION THICKNESS

AND NEW ROOF MEMBRANE

REMOVE AND REINSTALL TRANSITION

FLASHING AS NECESSARY TO INSTALL

ADDITIONAL INSULATION THICKNESS

AND NEW ROOF MEMBRANE

REMOVE AND REINSTALL TRANSITION

FLASHING AS NECESSARY TO INSTALL

ADDITIONAL INSULATION THICKNESS

AND NEW ROOF MEMBRANE

GENERAL ROOF NOTES

1. PROVIDE A MINIMUM SLOPE OF 1/4" PER FOOT AT ALL ROOF AREAS.

2. THE ROOF SLOPE SHOWN ON THE PLANS IS DETERMINED BY THE

SLOPE OF THE EXISTING STRUCTURE.

3. ALL SERVICEABLE ROOF EQUIPMENT, SHALL BE LOCATED 10'

MINIMUM FROM A ROOF EDGE.

4. IF SERVICEABLE ROOF EQUIPMENT MUST BE LOCATED AT A DISTANCE

LESS THAN 10' FROM A ROOF EDGE, A GUARDRAIL MUST BE

PROVIDED AT THE ROOF EDGE WHERE THE EQUIPMENT OCCURS.

5. PROVIDE PRESERVATIVE AND FIRE TREATED BLOCKING AS REQUIRED

FOR INSTALLATION OF MECH., PLUMB. & ELEC. EQUIP. AND

SPECIALTIES

6. EXISTING ROOF DECK TO BE REPAIRED AS REQUIRED WHERE

EXISTING ROOF ELEMENTS HAVE BEEN REMOVED.

7. CONTRACTOR IS RESPONSIBLE FOR FLASHING OF ALL ROOF

PENETRATIONS THROUGH ROOF EVEN IF THEY ARE NOT SHOWN IN

PLAN. FIELD VERIFY ALL EXISTING CONDITIONS. SEE DETAILS ON

AE831.

8. CONTRACTOR TO INSTALL CRICKETS AT EQUIPMENT LOCATIONS AS

REQUIRED. INSTALL CRICKETS AS NECESSARY TO ELIMINATE

PONDING WATER.

9. CONTRACTOR IS RESPONSIBLE TO INSPECT ALL UNDER DECK

CONDITIONS TO AVOID DAMAGE TO ANY INTERIOR SYSTEMS.

10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ANY

DAMAGE TO EXISTING CONDITIONS TO REMAIN.

TAPERED RIGID INSULATION CRICKETS ON TOP OF 6" MIN

INSULATION THICKNESS

DIRECTION OF ROOF SLOPE

ROOF WALK OFF PADS

TAPERED RIGID INSULATION ON TOP OF INSULATION THICKNESS

MATCHING EXISTING CONDITION, APPROXIMATELY 3"

PRECONSTRUCTION WALK

1. SOME EXISTING PENETRATIONS ARE NO LONGER REQUIRED AND CAN

BE REMOVED. COORDINATE WITH OWNER AND ARCHITECT TO

IDENTIFY THESE PENETRATIONS FOR REMOVAL PRIOR TO

CONSTRUCTION START.

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600P www.gsbsarchitects.com

H

AT

UFOET

A

T S

T C

E

TI

HCRADES

N E

C I

L

7298012-0301

CLIO RAYNER

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

RESERVED FOR CONSULTANT LOGO

11/02/2026

2026.070.00

ROOF PLAN

JORDAN SCHOOL

DISTRICT

JORDAN RIDGE

ELEMENTARY

RE-ROOF

27KP04

2636 WEST 9800 SOUTH,

SOUTH JORDAN, UT 84095

7605 SOUTH REDWOOD ROAD,

WEST JORDAN, UT 84088

CONSTRUCTION DOCUMENTS

AE141

11/02/2026

1/16" = 1'-0"AE141

1 ROOF PLAN

0'

GRAPHIC SCALE

8' 16' 24' 32' 48'

EXISTING EXTERIOR WALL

ASSEMBLY

EXISTING ROOF SHEATHING

NEW ROOF INSULATION TO

REPLACE EXISTING

SINGLE-PLY ROOFING

MEMBRANE

BASE BID: RE-INSTALL

EXISTING PARAPET CAP

ALT#3: NEW PARAPET CAP

TO MATCH PROFILE OF

EXISTING

ROOF MEMBRANE RUN

OVER ROOF AS SHOWN

CONT. BEAD OF APPROVED

SEALANT

EXISTING PERLITE BOARD

3" NEW ROOF INSULATION

TAPERED CRICKET ROOF

INSULATION BEYOND

EXTEND PLYWOOD TO

COVER THE GAP BEYOND

THE PREVIOUS CRICKET.

ROOF VAPOR BARRIER

EXISTING ROOF SHEATHING

TAPERED CRICKET ROOF

INSULATION BEYOND

NEW ROOF INSULATION TO

REPLACE EXISTING

BASE BID: RE-INSTALL

EXISTING PARAPET CAP

ALT#3: NEW PARAPET CAP

TO MATCH PROFILE OF

EXISTING

ROOF MEMBRANE RUN

OVER ROOF AS SHOWN

CONT. BEAD OF APPROVED

SEALANT

EXISTING EXTERIOR WALL

ASSEMBLY

EXISTING PERLITE BOARD

3" NEW ROOF INSULATION

SINGLE-PLY ROOFING

MEMBRANE

ROOF VAPOR BARRIER

(BASED ON SPACING BEWTEEN DRAIN BOWLS AS INCIATED BELOW)

6'-0" MIN. 10'-0" MAX.

NOTES:

ANY EXISTIG. DRAIN LINES THAT ARE CLOGGED WITH DEBRIS,

BALLAST, LEAVES ETC. SHALL BE CLEANED OUT AND ARE TO BE

VERIFIED TO BE IN GOOD WORKING ORDER.

USE MANUFACTURER'S TAPERED INSULATION PANELS TO CREATE

PRIMARY DRAIN SUMPS - NO HAND CUT INSULATION WILL BE

ALLOWED.

WHERE EXISTING PLASTIC DRAIN DOMES OCCUR, REPLACED WITH

NEW CAST IRON DOMES.

SLOPE IN SUMP

BETWEEN DRAINS

(8

P

IP

E D

IA

M

E

TE

R S

M

IN

. O R

2"

P

IP

E D

IA

M

ET

E

R S

M A

X

3' -0

AE831

SECONDARY ROOF DRAIN WITH

NON-NOTCHED RETAINING RING AND

CAST IRON DOME - SET 2" HIGHER

THAN PRIMARY DRAIN

PRIMARY ROOF DRAIN W/ NOTCHED

RETAINING RING AND CAST IRON

DOME

2'-0" (HOLD)

2"

BETWEEN DRAIN BOWLS

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

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

MANUFACTURERS TAPERED

INSULATION SYSTEM

SECONDARY ROOF DRAIN

WITH NON-NOTCHED

RETAINING RING AND CAST

IRON DOME - SET 2" HIGHER

THAN PRIMARY DRAIN

LINE OF SUMP

(BEYOND)

SLOPE IN SUMP

BETWEEN DRAINS

PRESERVATIVE TREATED

NAILER / SHIM AS REQUIRED

RIGID INSULATION

SINGLE-PLY ROOFING MEMBRANE PRIMARY ROOF DRAIN W/

NOTCHED RETAINING RING

AND CAST IRON DOME

EXISTING ROOF SHEATHING

3'-0" TYP.

SINGLE-PLY ROOFING MEMBRANE

ROOF WALKWAY

SLIP SHEET

COVER BOARD

EXISTING ROOF SHEATHING

VENT PIPE

DRAW BAND

SINGLE PLY MEMBRANE

ROOFING

METAL COLLAR,

3" MINIMUM WIDTH

POLYURETHANE

SEALANT

RIGID ROOF INSULATION

SINGLE PLY

MEMBRANE ROOFING

8" M

IN

EXISTING ROOF

SHEATHING

ROOF VAPOR BARRIER

STAINLESS STEEL

DRAW BAND

MASTIC

VENT PIPE

HOT AIR WELD

PRE-MOLDED FLASHING

SINGLE-PLY ROOFING

MEMBRANE

INSULATION

M

IN

EXISTING ROOF SHEATHING

ROOF VAPOR BARRIER

INSULATION

TREATED WOOD NAILERS

HOT AIR WELDHOT AIR WELD

STAINLESS STEEL DRAW

BAND

MASTIC

VENT PIPE

FLASHING MEMBRANEFLASHING MEMBRANE

SINGLE-PLY ROOFING

MEMBRANE

SEALANT

M

IN

METAL COLLAR

METAL FLASHING AND

CLAMP

METAL FLASHING AND

CLAMP

EXTERIOR SHEATHING

EXISTING ROOF SHEATHING

ROOF VAPOR BARRIER

VENT PIPE

WOOD NAILERS

MATCH INSUL.

THICKNESS

RIGID ROOF

INSULATION

METAL FLASHING

AND CLAMP

METAL HOOD

TURN MEMBRANE

UP 1" MIN.

SINGLE PLY

MEMBRANE ROOF

8" M

IN

FILL W/ FOIL FACED

MINERAL WOOL INSULATION

SEAL TO PIPE, TYP.

EXISTING ROOF SHEATHING

ROOF VAPOR

BARRIER

SUPPORT STRUCTURE, RE:

STRUCTURE

SINGLE-PLY ROOFING

MEMBRANE

CONTINUOUS BEAD OF SEALANT

STAINLESS STEEL CLAMPING RING

FIELD FABRICATED METAL HOOD

PRE-MOLDED PVC PIPE FLASHING

2" MIN. WELDED SPLICE

RIGID INSULATION

EXISTING STRUCTURAL

CONNECTION TO

STRUCTURE/SHEATHING TO

REMAIN.

INSULATION

SINGLE-PLY ROOFING

MEMBRANE

TREATED WOOD NAILERS

SINGLE-PLY ROOFING

MEMBRANE

FLASHING MEMBRANE

ADHERED TO CURB

SEALANT

M A

X

M

IN

2X REQUIRED TREATED

WOOD CURB

PRE-FINISHED METAL TWO PIECE

COUNTERFLASHING WITH DRIP EDGE

EXISTING ROOF SHEATHING

ROOF VAPOR BARRIER

SINGLE PLY MEMBRANE

ROOFING

METAL COLLAR,

3" MINIMUM WIDTHRIGID ROOF

INSULATION

SINGLE PLY

MEMBRANE ROOFING

EXISTING ROOF SHEATHING

EXISTING STEEL TUBE

POLYURETHANE

SEALANT

STAINLESS STEEL DRAW BAND

M

IN

EXISTING FLAGPOLE

SUPPORT ANGLE

PRE-FINISHED METAL TWO PIECE

COUNTERFLASHING WITH DRIP EDGE

SINGLE-PLY ROOFING MEMBRANE

EXISTING EXTERIOR WALL ASSEMBLY

NEW TAPERED INSULATION

NEW ROOF INSULATION TO

REPLACE EXISTING

EXISTING PERLITE BOARD

EXISTING ROOF SHEATHING

ROOF VAPOR BARRIER

EXISTING WINDOW SYSTEM

NEW ROOF INSULATION TO

REPLACE EXISTING

EXISTING PERLITE BOARD

EXISTING ROOF SHEATHING

NEW TAPERED INSULATION

PRE-FINISHED METAL TWO PIECE

COUNTERFLASHING WITH DRIP EDGE

SINGLE-PLY ROOFING MEMBRANE

ROOF VAPOR BARRIER

ROOF HATCH

EXISTING SUPPORT ANGLE AS

REQUIRED

EXISTING ROOF ASSEMBLY

SEALANT

EXISTING WALL ASSEMBLY

EXISTING WALL ASSEMBLY

EXISTING METAL LADDER

ROOF VAPOR BARRIER

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600P www.gsbsarchitects.com

H

AT

UFOET

A

T S

T C

E

TI

HCRADES

N E

C I

L

7298012-0301

CLIO RAYNER

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

RESERVED FOR CONSULTANT LOGO

11/02/2026

2026.070.00

ROOF DETAILS

JORDAN SCHOOL

DISTRICT

JORDAN RIDGE

ELEMENTARY

RE-ROOF

27KP04

2636 WEST 9800 SOUTH,

SOUTH JORDAN, UT 84095

7605 SOUTH REDWOOD ROAD,

WEST JORDAN, UT 84088

CONSTRUCTION DOCUMENTS

AE831

11/02/2026

1 1/2" = 1'-0"AE831

1 TYP. PARAPET DETAIL

1 1/2" = 1'-0"AE831

2 UPPER ROOF PARAPET DETAIL

1" = 1'-0"AE831

5 ROOF DRAIN PLAN

1" = 1'-0"AE831

6 ROOF DRAIN SECTION

1 1/2" = 1'-0"AE831

7 TYP. ROOF WALKWAY PAD SECTION

3" = 1'-0"AE831

9 TYP. ROOF PENETRATION

3" = 1'-0"AE831

ROOF PIPE PENETRATION -

PRE-MOLDED BOOT

3" = 1'-0"AE831

11 ROOF WARM PIPE PENETRATION

3" = 1'-0"AE831

12 STANDARD-WARM PIPE VENT

3" = 1'-0"AE831

13 ROOF EQUIPMENT SUPPORT

3" = 1'-0"AE831

15 ROOF EQUIPMENT CURB

3" = 1'-0"AE831

ROOF PENETRATION @ EXISTING

FLAGPOLE SUPPOR

1 1/2" = 1'-0"AE831

3 ROOF @ EFIS WALL DETAIL

1 1/2" = 1'-0"AE831

4 ROOF @ WINDOW SILL DETAIL

1" = 1'-0"AE831

14 ROOF HATCH @ LADDER

No.

5047489-2203

OLIVER

DALLIN

BURT

STATE OF UTAH

PR

OF

ES

S I

ON

AL STRUCTURAL

ENG

INEER

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600P www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

RESERVED FOR CONSULTANT LOGO

11/02/2026

11/02/2026 2026.070.00

GENERAL STRUCTURAL

NOTES

JORDAN SCHOOL

DISTRICT

JORDAN RIDGE

ELEMENTARY

RE-ROOF

2636 WEST 9800 SOUTH,

SOUTH JORDAN, UT 84095

CONSTRUCTION

DOCUMENTS

S001

1. Design Criteria

1.1. Governing Building Code 2021 International Building Code (IBC)

A. Risk Category IVI

1.2. Roof Loading

A. Roof Live Load 20 psf B. Roof Snow Load, pf 38.45 (LRFD) 24 (ASD) psf + Drift per IBC

1. Ground Snow Load, Pg 49 psf

2. Snow Exposure Factor, Ce 1.0

C. Importance Factor, Is 1.0

1. Thermal Factor, Ct 1.0 Roof, D. Slope Factor, Cs 1.0 E. Roof Rain Load Intensity:

1. 15-min duration/100-year return period, i15 4.95inches per hour

2. 60-min duration/100-year return period, i60 2.06inches per hour

1.3. Earthquake

A. Seismic Design Category D B. Spectral Response Accelerations:

SS = 1.37 g SDS = 0.95 g S1 = 0.47 g SD1 = 0.68 g

C. Site Class D D. Importance Factor, Ie 1.25

1.4. Wind

A. Basic Design Wind Speed, V 109 mph B. Allowable Stress Design Wind Speed, Vasd 84.4 mph C. Wind Directionality Factor, Kd 0.85 D. Exposure category C E. Internal Pressure Coefficient, GCpi 0.18 F. Topographic Factor, Kzt 1.0 G. Components and Cladding Design Pressure:

Design Wind Pressure - LRFD (psf)

Location Tributary Area (ft2) < 10 50 200 > 500

Walls Within 6.4 ft of building corner 27.2 23 19.4 17 All other areas 22.1 20 18.2 17

Roof Zone 3: Within 9.6 ft “L” shape at building corner 46.8 39.8 33.8 29.8 Zone 2: Within 9.6 ft of building edge 46.8 39.8 33.8 29.8 Zone 1: All other areas 35.5 30 25.4 22.3

2. Wood

2.1. Fabrication and construction shall comply with the following Codes and Standards:

A.

B.

American Wood Council National Design Specification for Wood Construction 2024 Edition and Supplement (NDS and NDS Supplement) American Wood Council Special Design Provisions for Wind and Seismic 2021 Edition

(SDPWS)

2.2. Materials

A. Sawn Lumber: Members shall be identified by the grade mark and shall conform to the requirements of DOC PS 20. Sawn Lumber shall have a moisture content of less than 19% prior to be enclosed or covered.

1. Dimension Lumber: Members shall be Number 2 Douglas Fir-Larch or better, unless noted otherwise.

B. Wood Sheathing Panels: All sheathing panels shall be rated by the American Plywood

Association (APA). Panels shall bear the stamp of an approved testing and grading agency. Panels shall be grade DOC PS 1 or PS 2 with exterior glue with the following panel span rating or better, unless noted otherwise:

Area to be sheathed Span Rating Minimum Thickness

Roofs 40/20 19/32” Walls 24/0 3/8”

C. Nails as referenced in these documents shall meet the tolerances in ASTM F1667 and have the following properties or better, unless noted otherwise:

Nail Size Length

Minimum Penetratio n

Common Galvanized Box

Shank Diameter

Dowel Bending

Yield Strength (psi)

Shank Diameter

Dowel Bending Yield Strength

(psi)

6d 2” 1.1/8” 0.113” 100,000 0.099” 100,000 8d 2.1/2” 1.3/8” 0.131” 100,000 0.113” 100,000 10d 3” 1.1/2” 0.148” 90,000 0.128” 100,000 16d 3.1/2” 1.5/8” 0.162” 90,000 0.135” 100,000

D. Nails as referenced in these documents shall meet the tolerances in ASTM F1667 and have the following properties or better, unless noted otherwise:

When used to attach sheathing panels, nails shall be common or galvanized box type nails. All other nails shall be common type nails.

E.

F.

Bolts for connections: ASTM A307 with ASTM A563 heavy hex nuts and standard washers unless noted otherwise.

Lag screws for connections: SAE J429 Grade 1 or ASTM A307 Grade A with dimensions per ANSI/ASME B18.2.1. Minimum dowel bending yield strength to be 45,000 psi

2.3. General Framing and Carpentry

A. Minimum Nailing Requirements (See drawings for areas with greater requirements):

1.

2.

3.

Roof: Use two plyclips between each support for spans of 48 inches on center and one plyclip between each support for lesser spans at all unsupported sheathing panel edges. Provide 1/8 inch gap between panels. Typical diaphragm nailing shall be 10d common nails. Nail all diaphragm boundaries at 6 inches on center Nail all supported panel edges to a common framing member at 6 inches on center. At supports away from panel edges nailing shall be at 12 inches on center.

Walls: All sheathing panel edges shall be nailed with 8d common nails at 6 inches on center to common framing members or sheathing panel edge blocking, unless noted otherwise. Sheathing panels shall be nailed at 12 inches on center at all intermediate supports (3/8" or 7/16” panels on studs spaced at 24 inches on center requires 6 inch spacing at all intermediate supports). All abutting sheathing panel edges shall be blocked with panel edge blocking. Where nominal 3 inch members are required at sheathing panel edges, sheathing panel edge blocking shall also be 3 inch nominal thickness if placed perpendicular to sheathing.

All nailing through sheathing panels shall be 3/8 inch minimum from panel edges.

B.

C.

Connect all items as per the “Minimum Nailing Schedule” contained within the contract drawings and IBC Table 2304.10.2, "Fastening Schedule", unless noted otherwise.

All blocking shall be nominally 2 inches thick minimum, unless noted otherwise, and fit tight against adjacent framing members.

1.

2.

3.

Full-depth blocking shall match the depth of adjacent framing member depths. Full-depth blocking shall be shaped to match diaphragm slope. Full-depth blocking cut from I-joist material of the same depth as the I-joists used in floor/roof construction may be used for flat floors or roofs.

Sheathing panel edge blocking and solid blocking may be turned flat against sheathing or other framing, unless noted otherwise.

Where required, squash blocking shall match wall stud nominal thickness, spacing, and shall align with wall studs.

D.

E.

F.

G.

H.

Provide full-depth blocking between all framing members that bear directly on walls.

Full-depth blocking between joists shall be nailed to the wood plate at the top of shear walls with one Simpson “A35” framing anchor per each piece of blocking, unless noted otherwise.

Coordinate size and locations of middle or end notching for roof ventilation with architectural drawings.

Plies of built-up beams, headers, columns, jambs, studs, etc. shall be connected per the “Minimum Nailing Schedule” contained within the contract drawings and IBC Table 2304.10.2, “Fastening Schedule,” unless noted otherwise.

All required bridging and bracing for prefabricated wood I-joists shall be provided by joist manufacturer and installed by Contractor. All penetrations through the joists shall be done per manufacturers’ recommendations and requirements.

2.4. Framing Connections

A.

B.

C.

D.

E.

Simpson Strong Tie Connectors are used as the basis of design. Alternate connectors are permitted with the approval of the Engineer of Record. The Contractor shall submit the proposed product data and code evaluation report demonstrating the connector is equivalent or exceeds the capacity of the specified connector.

Framing connections not indicated shall be connected in a manner similar to the typical details in the drawings and the Engineer of Record shall be notified prior to the procurement of connector materials.

Where framing connection type is specified without reference to a specific model no. the highest capacity model hanger of that type which is compatible with the member to be supported shall be used unless noted otherwise in the drawings.

All framing connectors supporting roof members where additional uplift capacity is available shall be fastened to achieve such.

Fill holes in the framing anchors per manufacturer’s requirements, unless noted otherwise.

3. Miscellaneous

3.1. Post-Installed Anchors in Concrete and Masonry

A.

B.

C.

Anchorage to hardened concrete and grout filled masonry shall include all mechanical and adhesive anchors and epoxy doweled reinforcing bars of size, quantity, spacing, and embedment as shown on the drawings. Additional anchors shall not be used without approval from the Engineer of Record prior to installation.

Special inspection is required during the installation of all post-installed anchors. Refer to applicable code evaluation reports and the Quality Assurance and Statement of Special Inspections sections of the General Structural Notes.

Anchorage to Concrete:

1. All post-installed anchors into hardened concrete shall be selected from the following pre-approved products, unless noted otherwise:

Steel Screw Anchor Evaluation Report Hilti Kwik HUS-EZ ICC ESR-3027

DeWalt Screw-Bolt+ ICC ESR-3889 Simpson Titen HD ICC ESR-2713

Steel Expansion/Wedge Anchor Evaluation Report Hilti Kwik Bolt TZ2 ICC ESR-4266

DeWalt Power-Stud+ SD2 ICC ESR-2502 Simpson Strong-Bolt 2 ICC ESR-3037

Adhesive Anchor System Evaluation Report Hilti HIT-HY 200 V3 ICC ESR-4868

Hilti Kwik-X ICC ESR-5065 Hilti HIT-RE 500 V3 ICC ESR-3814

DeWalt AC200+ ICC ESR-4027 DeWalt Pure 110+ ICC ESR-3298 Simpson SET-3G ICC ESR-4057

2. Adhesive anchors shall be installed into concrete having a minimum age of 21 days.

For installations sooner than 21 days, consult the adhesive manufacturer.

D. Anchorage to Masonry:

1. All post-installed anchors into grout-filled masonry shall be selected from the following pre-approved products, unless noted otherwise:

Steel Screw Anchor Evaluation Report

Hilti Kwik HUS-EZ ICC ESR-3056 DeWalt Screw-Bolt+ ICC ESR-4042 Simpson Titen HD ICC ESR-1056

Steel Expansion/Wedge Anchor Evaluation Report Hilti Kwik Bolt TZ2 ICC ESR-4561

DeWalt Power-Stud+ SD1 ICC ESR-2966 Simpson Strong Bolt 2 ICC ESR-240

Adhesive Anchor System Evaluation Report

Hilti HIT-HY 270 ICC ESR-4143

ICC ESR-4144

DeWalt AC100+ Gold ICC ESR-3200 E.

F.

G.

Alternate anchors or adhesives are permitted with approval of the Engineer of Record.

The Contractor shall submit the proposed anchor product data and code evaluation report demonstrating the anchor is equivalent to or exceeds the capacity of the specified anchor.

Installation of adhesive anchors horizontally or upwardly inclined to support sustained tension loads shall be performed by personnel certified by an applicable certification program. Certification shall include written and performance tests in accordance with the ACI/CRSI Adhesive Anchor Installer Certification program, or equivalent. Proof of current certification shall be submitted to the Engineer of Record for approval prior to commencement of installation.

Anchors shall be installed according to the Manufacturer’s Printed Installation Instructions and applicable code evaluation reports including:

1.

2.

3.

Hole diameter, depth, and cleaning procedure Adhesive mixing, preparation, and placement Installation torque

H.

I.

J.

K.

Locate all existing reinforcement and embedded items prior to drilling into concrete or masonry elements. Do not damage rebar or embeds while drilling or installing anchors.

Grout all defective or abandoned holes with non-shrink grout or an injectable epoxy adhesive matching the surrounding concrete compressive strength. Consult the Architect for additional requirements at architecturally exposed concrete.

Carbon steel anchors are limited to use in dry, interior locations.

Holes for post-installed anchors may not be core drilled unless specifically allowed by the manufacturer’s installation instructions and the code evaluation report. Holes shall not be re-used unless approved by the manufacturer.

4. Special Instructions

4.1. The project specifications are not superseded by the General Structural Notes but are intended to be complementary to them. Consult the specifications for additional requirements in each section. Notes and specific details on the drawings shall take precedence over General Structural Notes and typical details.

4.2. The architectural drawings are the prime contract drawings. Consultant drawings by other disciplines are supplementary to the architectural drawings. All omissions or conflicts, including dimensions, between the various elements of the consultants' drawings and/or specifications shall be brought to the attention of the Architect before proceeding with any work involved. In case of conflict, follow the most stringent requirement as directed by the Architect without additional cost to the Owner. Any work done by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk.

4.3. The structural drawings shall be used in conjunction with the architectural drawings. Primary structural elements and overall structural layout are indicated within the structural plans and details. Some secondary elements, architectural layouts, alcoves, elevations, slopes, depressions, curbs, mechanical equipment and electrical equipment, are not indicated within the structural drawings. Detailing and shop drawing production for structural elements will require information (including dimensions) contained in the architectural, structural and/or other consultants' drawings.

4.4. Submittals: A copy of all shop drawings that have been submitted for review must be kept at the construction site for reference. These drawings must bear the appropriate review stamps. The shop drawing review shall not relieve the Contractor of the responsibility of completing the project according to the contract documents. The General Contractor shall review and mark all shop drawings prior to submitting them to the Architect for review. Shop drawings made from reproductions of (these) contract drawings will be rejected.

4.5. Project Coordination: It shall be the responsibility of the General Contractor to coordinate with all trades any and all items that are to be integrated into the structural system.

Openings or penetrations through, or attachments to the structural system that are not indicated on these drawings shall be the responsibility of the General Contractor and shall be coordinated with the Architect/Engineers. The order of construction is the responsibility of the General Contractor. It is the Contractor's obligation to provide all items necessary for the chosen procedure.

4.6. Contractor shall field verify all dimensions, and conditions. If the contract drawings do not represent actual conditions, Contractor shall notify Architect/Engineer prior to fabrication or construction within that area.

4.7. Notice of Copyright: The structural drawings, plans, schedules, notes and details are hereby copyrighted by Reaveley Engineers. Submission or distribution of documents to meet official regulatory requirements or for similar purposes in connection with the project is not to be construed as publication in derogation of Reaveley Engineers’ reserved rights. The documents defining the structure are instruments of service prepared by Reaveley Engineers for one use only. Furthermore, these documents shall not be reproduced, or copied, in whole or in part by the Contractor or subcontractors for preparation of shop drawings or other submittals.

5. Quality Assurance

5.1. Quality Assurance Agency Requirements

A. The Owner shall engage a qualified Quality Assurance Agency (QAA) to provide all special inspection and quality assurance testing for the project. The QAA shall provide all information necessary for the building official to determine that the agency meets the applicable requirements.

1.

2.

3.

4.

5.

The QAA shall be objective, competent and independent from the Contractor responsible for the work being inspected. The agency shall disclose to the building official and the registered design professional in responsible charge possible conflicts of interest so that objectivity can be confirmed.

The QAA shall have adequate equipment to perform required tests. The equipment shall be periodically calibrated.

The QAA shall employ experienced personnel educated in conducting, supervising and evaluating tests and special inspections. Experience or training shall be considered relevant where the documented experience or training is related in complexity to the same type of special inspection or testing activities for projects of similar complexity and material qualities.

The QAA shall send copies of all inspection and testing reports to the building official, Owner, Architect, Engineer of Record and Contractor. Reports shall indicate that the work inspected was or was not completed in conformance to the approved construction documents. Discrepancies shall be brought to the immediate attention of the Contractor for correction. If they are not corrected, the discrepancies shall be brought to the attention of the Architect and Engineer of Record.

The QAA shall submit a final report documenting required special inspections and tests, and correction of any discrepancies noted in the inspections or tests. The final report shall be distributed to the building official, Owner, Architect and Engineer of Record in a timely manner prior to the completion of the project.

5.2. Contractor Responsibilities

A.

B.

The Contractor shall submit a written statement of responsibility to the building official and the Owner or the owner’s authorized agent prior to the commencement of work on the systems or components listed in the statement of special inspections. The Contractor’s statement of responsibility shall contain acknowledgement or awareness of the special requirements contained in the statement of special inspections.

Notification of QAA: The Contractor shall notify the QAA in a timely manner so that inspection and testing may be performed as outlined in the statement of special inspections.

5.3. Structural Observations by the Engineer of Record

A.

B.

The Engineer of Record will perform structural observations at critical phases of the project as listed below. Observations will be made on a periodic basis throughout the construction of the structural system. During this timeframe, site visits will be made approximately bi-monthly. Copies of the observation report will be distributed to the Architect, Contractor, Owner, and QAA.

The contractor shall notify the Engineer of Record at least 24 hours in advance before any of the following actions.

1. Placing concrete in any footing.

Observation visits to the site by the Engineer of Record or the Engineer’s field representatives shall not be construed as inspection or approval of construction.

PLAN LEGEND

OPENING

EXISTING OPENING

EXISTING STEEL BEAM OR GIRDER

EXISTING STEEL JOIST OR PURLIN

EXISTING MASONRY WALL

STEEL/WOOD BEAM OR GIRDER

STEEL/WOOD JOIST OR PURLIN

WOOD STUD WALL

WOOD HEADER IN WOOD STUD WALL

NON-BEARING WOOD WALL. SEE ARCH

MINIMUM NAILING SCHEDULE (PER IBC TABLE 2304.10.2)

CEILING JOISTS TO TOP PLATE

FLAT BLOCKING TO TRUSS AND WEB FILLER

ROOF

CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT)

COLLAR TIE TO RAFTER

4.

5.

2.

DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATIONNUMBER AND TYPE OF FASTENER

BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR TRUSSES TO

TOP PLATE OR OTHER FRAMING BELOW

BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT THE WALL TOP

PLATE, TO RAFTER OR TRUSS

1.

(3) 8d COMMON OR (3) 10d BOX

(2) 8d COMMON

16d COMMON @ 6" O.C.

EACH END, TOENAIL

EACH END, TOENAIL

FACE NAIL

(3) 8d COMMON OR (3) 10d BOX EACH JOIST, TOENAIL

CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS

OVER PARTITIONS (NO THRUST)3. (3) 16d COMMON OR (4) 10d BOX FACE NAIL

PER IBC TABLE 2308.7.3.1 FACE NAIL

(3) 10d COMMON OR (4) 10d BOX FACE NAIL

ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS: OR ROOF

RAFTER TO 2-INCH RIDGE BEAM7.

END NAIL

(3) 10d COMMON OR (4) 10d BOX TOENAIL

(2) 16d COMMON OR (3) 10d BOX

WALL

RAFTER OR ROOF TRUSS TO TOP PLATE6. (3) 10d COMMON OR (4) 10d BOX 2 TOENAILS ON ONE SIDE

AND 1 TOENAIL ON

OPPOSITE SIDE OF

RAFTER OR TRUSS

STUD TO STUD (NOT AT BRACED WALL PANELS)8.

24" O.C. FACE NAIL

10d BOX 16" O.C. FACE NAIL 16d COMMON

STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL

CORNERS (AT BRACED WALL PANELS)9.

16" O.C. FACE NAIL

16d BOX 12" O.C. FACE NAIL 16d COMMON

16" O.C. EACH EDGE,

FACE NAIL16d COMMON

BUILT-UP HEADER (2" TO 2" HEADER)10.

16d BOX 12" O.C. EACH EDGE, FACE NAIL

CONTINUOUS HEADER TO STUD11. (4) 8d COMMON OR (4) 10d BOX TOENAIL

TOP PLATE TO TOP PLATE12.

16" O.C. FACE NAIL

10d BOX 12" O.C. FACE NAIL 16d COMMON

TOP PLATE TO TOP PLATE, AT END JOINTS13.

EACH SIDE OF END

JOINT, FACE NAIL

(MINIMUM 24" LAP SPLICE

LENGTH EACH SIDE OF

END JOINT)

(8) 16d COMMON OR (12) 10d BOX

BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING

(NOT AT BRACED WALL PANELS)14.

16" O.C. FACE NAIL

16d BOX 12" O.C. FACE NAIL 16d COMMON

BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING

AT BRACED WALL PANELS15. (2) 16d COMMON OR (3) 16d BOX 16" O.C. FACE NAIL

STUD TO TOP OR BOTTOM PLATE16.

TOENAIL

2-16d COMMON OR (3) 10d BOX END NAIL

(4) 8d COMMON OR (4) 10d BOX

TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS17. (2) 16d COMMON OR (3) 10d BOX FACE NAIL 1" BRACE TO EACH STUD AND PLATE18. (2) 8d COMMON OR (2) 10d BOX FACE NAIL 1"x6" SHEATHING TO EACH BEARING19. (2) 8d COMMON OR (2) 10d BOX FACE NAIL 1"x8" AND WIDER SHEATHING TO EACH BEARING20. (3) 8d COMMON OR (3) 10d BOX FACE NAIL

FLOOR

JOIST TO SILL, TOP PLATE, OR GIRDER21. (3) 8d COMMON OR (3) 10d BOX TOENAIL

RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, SILL OR

OTHER FRAMING BELOW22. 6" O.C. TOENAIL8d COMMON OR 10d BOX

1"x6" SUBFLOOR OR LESS TO EACH JOIST23. (2) 8d COMMON OR (3) 10d BOX FACE NAIL 2" SUBFLOOR TO JOIST OR GIRDER24. (2) 16d COMMON OR (3) 16d BOX BLIND AND FACE NAIL 2" PLANKS (PLANK & BEAM - FLOOR & ROOF)25. (2) 16d COMMON OR (3) 16d BOX EACH BEARINGFACE NAIL

32" O.C. FACE NAIL AT

TOP AND BOTTOM

STAGGERED ON

OPPOSITE SIDES

24" O.C. FACE NAIL AT

TOP AND BOTTOM

STAGGERED ON

OPPOSITE SIDES

BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS26.

LEDGER STRIP SUPPORTING JOISTS OR RAFTERS27. EACH JOIST OR RAFTER,

FACE NAIL(3) 16d COMMON OR (4) 10d BOX

JOIST TO BAND JOIST OR RIM JOIST28. (3) 16d COMMON OR (4) 10d BOX END NAIL BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS29. (2) 8d COMMON OR (2) 10d BOX EACH END, TOENAIL

20d COMMON

10d BOX

ENDS AND AT EACH

SPLICE, FACE NAIL(2) 20d COMMON OR (3) 10d BOX

No.

5047489-2203

OLIVER

DALLIN

BURT

STATE OF UTAH

PR

OF

ES

S I

ON

AL STRUCTURAL

ENG

INEER

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600P www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

RESERVED FOR CONSULTANT LOGO

11/02/2026

11/02/2026 2026.070.00

LEGENDS &

ABBREVIATIONS

JORDAN SCHOOL

DISTRICT

JORDAN RIDGE

ELEMENTARY

RE-ROOF

2636 WEST 9800 SOUTH,

SOUTH…