south jordan, utah 84095 11.20.2018 permit set … · salt lake county equestrian center...

Nexus Project #: Owner Project #:

SALT LAKE COUNTY

EQUESTRIAN CENTERRESTROOM/SHOWERBUILDING2100 WEST 11400 SOUTH,SOUTH JORDAN, UTAH 84095

PERMIT SET

11.20.2018

18142

[STAMP]

CONTACT: E-MAIL:

PHONE: INTERNET:

[LOGO]

OW NER

SALT LAKE COUNTY

385.468.1820

Andrea Sorensen [email protected]

https://slco.org/

CONTACT: E-MAIL:

PHONE: INTERNET:

ARCHITECT

Architectural NEXUS, Inc.2505 East Parleys Way

Salt Lake City, UT 84109

801.924.5000

Holli Adams [email protected]

http://www.archnexus.com

CONTACT: E-MAIL:

PHONE: INTERNET:

LANDSCAPE ARCHITECT

Architectural NEXUS, Inc.2505 East Parleys Way


801.924.5000

xxxxx [email protected]

http://www.archnexus.com[STAMP]

CONTACT: E-MAIL:

PHONE: INTERNET:

[LOGO]

STRUCTURAL

Dunn Associates, Inc380 W 800 S


801.575.8877

Tait Ketchum [email protected]

http://www.dunn-se.com

[STAMP]

CONTACT: E-MAIL:

PHONE: INTERNET:

[LOGO]

MECHANICAL

VBFA330 South 300 East


801.530.3148

Jacob Beck [email protected]

http://www.vbfa.com

DATE:DRAWN BY:CHECKED BY:NEXUS PROJECT #:

Architectural NEXUS, Inc.2505 East Parleys WaySalt Lake City, Utah 84109T 801.924.5000 http://www.archnexus.com

Original drawings remain the property of the Architect and as such the Architect retains total ownership and control. The design represented by these drawings is sold to the client for a one time use, unless otherwise agreed upon in writing by the Architect.© Architectural Nexus, Inc. 2014

54321

D

C

B

A

11

/27/2

01

8 9

:30

:28

AM

COVERSHEET

LAH

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

PERMIT SET

G001

HKA

[STAMP]

CONTACT: E-MAIL:

PHONE: INTERNET:

[LOGO]

ELECTRICAL

EELD1220 S 300 W


801.486.2222

Mansour Aghdasi [email protected]

http://www.ee-ld.com

VICINITY MAP

# Date Revision

MATCH LINE

SEE A2222MATCH LINE TAG

EXISTING WALL TO REMAIN

WALL TO BE DEMOLISHED

NEW WALL

BREAK LINE

CENTER LINE SYMBOL

0' 4' 8' 16'

REVISION DESIGNATION

ELEVATION SYMBOL

1

T.O. WALL

100'-0"

REVISION NUMBER

ELEVATION ABOVE DATUM

ELEVATION DESCRIPTION

DRAWING SYMBOL LEGEND

000M

CASEWORK TYPE DESIGNATION

CDS NUMBER (M DENOTES MODIFICATION - SEE SHEET A551 FOR MODIFIED MILLWORK ELEVATIONS AND DETAILS)

00"

00"

00"

MODIFICATION DESCRIPTION

AWS STANDARD CDS NUMBERING SYSTEM

WIDTH

HEIGHTDEPTH

NORTH ARROW

PLAN NORTH

GRAPHIC SCALES

ROUND BREAK LINE

REVISION CLOUD

SLOPE INDICATION

1/2" / 12"

DETAIL REFERENCE

A2 A401

A1

A3INTERIOR ELEVATIONS

DETAIL NUMBER

SHEET NUMBER

A1

A501

DETAIL REFERENCE

DETAIL NUMBER

SHEET NUMBER

A1

A201

EXTERIOR ELEVATION REFERENCE

SHEET NUMBER

DETAIL NUMBER

A1

A302

WALL SECTION REFERENCE

SHEET NUMBER

DETAIL NUMBER

A1

A301

BUILDING SECTION REFERENCE

DETAIL NUMBER

SHEET NUMBER

XX000X00'-00"

ROOM DESIGNATION (FLOOR PLAN)

ROOM NUMBER

ROOM NAME

A1

A301DETAIL NUMBER

SHEET NUMBER

ROOM DESIGNATION (REFLECTED CEILING PLAN)

CEILING HEIGHT ABOVE FINISH FLOORROOM NUMBER

00001

A

1

1

GLASS TYPE DESIGNATION

KEYED NOTE DESIGNATION

WALL TYPE DESIGNATION

EQUIPMENT DESIGNATION

WINDOW DESIGNATION

DOOR DESIGNATION

GLASS TYPE

EQUIPMENT NUMBER

KEY NOTE NUMBER

WINDOW TYPE

DOOR NUMBER

WALL TYPE

101

XXX

N

MATERIAL TYPE DESIGNATION

FINISH NUMBER

SEE AI601 FINISH LEGEND00001

12"1/2"

RISE

RUN

TRUE NORTH

CL

LIST OF ABBREVIATIONS

THE PRECEDING LIST OF ABBREVIATIONS IS PRESENTED AS A GENERAL GUIDE AND DOES NOT NECESSARILY SHOW ALL ABBREVIATIONS USED. OTHER GENERALLY ACCEPTED ABBREVIATIONS MAY BE FOUND AMONG THE DRAWINGS -SOME ABBREVIATIONS SHOWN ABOVE MAY NOT BE USED WITHIN THIS DRAWING SET.

AA/C AIR CONDITIONINGAD AREA DRAINAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITALUM ALUMINUMANOD ANODIZEDARCH ARCHITECT@ AT

BBD BOARDBLDG BUILDINGBO BOTTOM OF

CC CELSIUSCH COAT HOOKCFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLEDCG CORNER GUARDCI CONTINUOUS INSULATIONCJ CONTROL JOINTCL CENTERLINECLG CEILINGCLO CLOSETCLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONT CONTINUOUSCORR CORRIDORCT CERAMIC TILECTJ CONSTRUCTION JOINTCUH CABINET UNIT HEATER

DD DEEPDEG DEGREEDEMO DEMOLITIONDF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDN DOWNDS DOWNSPOUTDWGS DRAWINGS

EEA EACHEJ EXPANSION JOINTEIFS EXTERIOR INSULATION AND FINISH

SYSTEMEL ELEVATIONELEC ELECTRICALELEV ELEVATOREOS EDGE OF SLABERD EXISTING ROOF DRAINEQ EQUALEQUIP EQUIPMENTEWC ELECTRIC WATER COOLEREXIST EXISTINGEXP EXPOSEDEXT EXTERIOR

FF FAHRENHEITFA FIRE ALARMFACP FIRE ALARM CONTROL PANELFDC FIRE DEPARTMENT CONNECTIONFD FLOOR DRAINFEC FIRE EXTINGUISHER CABINETFE FIRE EXTINGUISHERFG FINISH GRADEFHC FIRE HOSE CABINETFIN FINISHFLR FLOORFND FOUNDATIONFO FINISHED OPENINGFOC FACE OF CONCRETEFOM FACE OF MASONRYFOS FACE OF STUDFOW FACE OF WALLFRG FIBER REINFORCED GYPSUMFSP FIRE STANDPIPEFT FEETFV FIELD VERIFY

GGA GAUGEGALV GALVANIZEDGFRC GLASS-FIBER-REINFORCED

CONCRETEGFRG GLASS-FIBER-REINFORCED GYPSUMGL GLASSGWB GYPSUM WALL BOARDGYP GYPSUM

HH HIGHHB HOSE BIBBHDR HEADERHM HOLLOW METALHPT HIGH POINTHR HOURHT HEIGHT

IID INSIDE DIAMETER; INSIDE DIMENSIONIN INCHINFO INFORMATIONINT INTERIOR

JJAN JANITOR

K (NOT USED)

LLAB LABORATORYLAV LAVATORYLBS POUNDSLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLPT LOW POINT

MMACH RM MACHINE ROOMMAX MAXIMUMMFR MANUFACTURERMECH MECHANICALMEZZ MEZZANINEMIN MINIMUMMO MASONRY OPENING

NNA NOT APPLICABLENIC NOT IN CONTRACTNOM NOMINALNTS NOT TO SCALE

OOC ON CENTEROD OUTSIDE DIAMETER;

OUTSIDE DIMENSIONOFD OVERFLOW DRAINOH DR OVERHEAD DOOROPH OPPOSITE HANDOPP OPPOSITEORIG ORIGINAL

PP LAM PLASTIC LAMINATEPLAS PLASTERPLUMB PLUMBINGPR PAIRPSI POUNDS PER SQUARE INCHPSF POUNDS PER SQUARE FOOTPVC POLYVINYL CHLORIDE

QQT QUARRY TILE

RR RISER OR RADIUSRAD RADIUSRCP REFLECTED CEILING PLANRD ROOF DRAINREF REFRIDGERATORREQD REQUIREDREV REVISIONRH RELATIVE HUMIDITYRM ROOMRO ROUGH OPENINGRTU ROOF TOP UNITRWL RAIN WATER LEADER

SS SMOKE DETECTORSAM SELF ADHESIVE MEMBRANESCHED SCHEDULESECT SECTIONSIM SIMILARSPEC SPECIFICATIONSS STAINLESS STEELSTD STANDARDSTRUCT STRUCTURAL

TT TREADTEL TELEPHONETEMP TEMPORARYTHK THICKTOC TOP OF CONCRETETOM TOP OF MASONRYTOP TOP OF PARAPETTOS TOP OF SLAB; TOP OF STEELTOW TOP OF WALLTYP TYPICALTO TOP OF

UUL UNDERWRITER'S LABORATORIESUNO UNLESS NOTED OTHERWISE

VVCT VINYL COMPOSITE TILEVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELD

WW/ WITHW/O WITHOUTWD WOODWH WALL HYDRANTWP WORKING POINTWRB WEATHER RESISTIVE BARRIER

X,Y,Z (NOT USED)

CAST-IN-PLACE CONCRETE

CONCRETE MASONRY UNIT

PRECAST CONCRETE / GLASS FIBER REINFORCED CONCRETE (GFRC)

STEEL STUDS

WOOD STUDS

BRICK VENEER

RIGID INSULATION

BATT INSULATION

CONTINUOUS MATERIAL

NON CONTINUOUS MATERIAL (BLOCKING)

GYPSUM BOARD

PLYWOOD

GRAVEL

UNDISTURBED EARTH

HATCH LEGEND

NOTE: HATCHING ANGLES MAY VARY DUE TO ANGLE OF WALL DRAWN, WHILE HATCHING PATTERN REMAINS SIMILAR.

BACKFILL OR FILL

EXTERIOR SHEATHING




54321

D

C

B

A

11

/27/2

01

8 9

:30

:32

AM

GENERALINFORMATION

LAH

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

PERMIT SET

G002

HKA

SHEET INDEX

GENERAL:

G001 COVER SHEET

G002 GENERAL INFORMATION

G501 ASSEMBLY TYPES

G701 ACCESSIBILITY COMPLIANCE

ARCHITECTURAL:

A101 FLOOR PLAN

A121 ROOF PLAN & REFLECTED CEILING PLAN

A201 BUILDING ELEVATIONS

A251 INTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A351 WALL SECTIONS

A501 ARCHITECTURAL DETAILS

A601 DOOR SCHEDULES & TYPICAL DETAILS

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES



S201 FOOTING AND FOUNDATION PLAN

S301 SCHEDULES

S501 FOOTING AND FOUNDATION DETAILS

S502 FOOTING AND FOUNDATION DETAILS

S701 ROOF FRAMING DETAILS

MECHANICAL

M000 MECHANICAL SYMBOLS AND LEGEND

M001 MECHANICAL GENERAL NOTES

M101 MECHANICAL PLAN

M501 MECHANICAL DETAILS






M601 MECHANICAL SCHEDULES

P101 PLUMBING SUPPLY PLAN

P102 PLUMBING DRAIN & VENT PLAN

P601 PLUMBING SCHEDULES

ELECTRICAL

EE-001 GENERAL NOTES & DETAILS

EE-002 LIGHT FIXTURE/ MECHANICAL/ PANELSCHEDULES

ELP-101 MAIN FLOOR PLAN - LIGHTING & POWERINTERNATIONAL PLUMBING CODE

NATIONAL ELECTRICAL CODE

ZONING ORDINANCE:

INTERNATIONAL MECHANICAL CODE

INTERNATIONAL FIRE CODE

INTERNATIONAL ENERGY CONSERVATION CODE

INTERNATIONAL BUILDING CODE

ACCESSIBILITY CODE

DESIGN CRITERIAAPPLICABLE CODES OTHER CRITERIA

DEFERRED SUBMITTALS

ICC/ANSI A117.1-2009

2015 EDITION

2015 EDITION

2015 EDITION

2015 EDITION

2015 EDITION

2014 EDITION

Zoning OrdinanceSouth Jordan

# Date Revision

FIRE RATING:

FIRE TEST:

SOUND RATING:

SOUND TEST:

HEAD DETAIL:

SILL DETAIL:

WALL TYPE:

HEIGHT:

XM08 NONE

NONE

SEE A210 SERIES

EXTERIOR INTERIOR

FIRE RATING:

FIRE TEST:

SOUND RATING:

SOUND TEST:

HEAD DETAIL:

SILL DETAIL:

WALL TYPE:

HEIGHT:

M06 NONE

NONE

TO DECK ABOVE

PLAIN FACED CMU

HONED CMU

PLAIN FACED CMU

FIRE RATING:

FIRE TEST:

SOUND RATING:

SOUND TEST:

HEAD DETAIL:

SILL DETAIL:

WALL TYPE:

HEIGHT:

M08 NONE

NONE

SEE A210 SERIES

EXTERIOR INTERIOR

HONED CMU

+/- 1' - 2 1/4"7 5/8"5 5/8"

REFER TO FINISH SCHEDULE FOR FINISH



2" 20 PSI POLYISOCYANURATE BOARDINSULATION

FIRE RATING:

FIRE TEST:

SOUND RATING:

SOUND TEST:

HEAD DETAIL:

SILL DETAIL:

WALL TYPE:

HEIGHT:

M06.I NONE

NONE

TO DECK ABOVE

PLAIN FACED CMU

7 5/8"



1" AIR GAP

FIRE RATING:

FIRE TEST:

SOUND RATING:

SOUND TEST:

HEAD DETAIL:

SILL DETAIL:

WALL TYPE:

HEIGHT:

XM08.B NONE

NONE

SEE A210 SERIES

EXTERIOR INTERIOR

HONED CMU

PLAIN FACED CMU

+/- 1' - 2"



FIRE RATING:

FIRE TEST:

SOUND RATING:

SOUND TEST:

HEAD DETAIL:

SILL DETAIL:

WALL TYPE:

HEIGHT:

XM08.A NONE

NONE

SEE A210 SERIES

EXTERIOR INTERIOR

HONED CMU

+/- 1' - 3 1/4"



2" AIR GAP3/4" AIR GAP

PLAIN FACED CMU

CEILING TYPE: FIRE RATING:

FIRE TEST:

SOUND RATING:

SOUND TEST:

CL-01CEILING TYPE: FIRE RATING:

FIRE TEST:

SOUND RATING:

SOUND TEST:

CL-02

WALL. SEE ASSEMBLY TYPES.

2X FURRING FORCEILING, AS NEEDED

NON-SAG CEMENT BOARD, FINISHED & PAINTED

2X FURRING FORCEILING, AS NEEDED

EXTERIOR GYPSUM SOFFIT BOARD, FINISHED & COATED

J BEAD TRIM, COATED

ROOF TYPE: FIRE RATING:

FIRE TEST:

SOUND RATING:

SOUND TEST:

R-01

ROOF STRUCTURE; COORDINATE WITH STRUCTURAL DRAWINGS

1" 20 PSI FACED POLYISOCYANURATEBOARD INSULATION

STANDING SEAM METAL ROOF

HIGH TEMP. ICE & WATER SHIELD,CONTINUOUS

FOIL-FACED, TAPED R30 BATTINSULATION

5/8" PARTICLE BOARDSHEATHING

A. WALL TYPES DESCRIBED ON THIS SHEET DO NOT ACCOUNT FOR REQUIRED BACKING AND/OR SUPPORT FOR WALL MOUNTED FIXTURES, EQUIPMENT, CASEWORK, AND/OR SYSTEMS FURNITURE, COORDINATE WITH ENLARGED FLOOR PLANS, INTERIOR ELEVATIONS, AND EQUIPMENT PLANS PRIOR TO THE COVERING OF STUD FRAMING. REFER TO MANUFACTURER'S RECOMMENDATIONS AND USE DETAIL XX/XXXX WHERE APPLICABLE

B. PROVIDE SEIMIC BRACING PER DETAIL XX/XXXX AT ALL WALL TYPES THAT DO NOT EXTEND TO DECK

C. PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE PROVIDED PER SHEET G101

D. WALL THICKNESS DESCRIBED ON THIS SHEET ARE SHOWN AT ACTUAL SIZE IN PLAN REPRESENTATIONS. DIMENSIONS ARE TO FACE OF STUD/STRUCTURE OR GRID. "CLEAR" DIMENSIONS ARE TO FACE OF FINISH.

GENERAL NOTE - WALL TYPE

FLOOR TYPE: FIRE RATING:

FIRE TEST:

SOUND RATING:

SOUND TEST:

F-01

4"

COMPACTED GRAVEL SUB-BASE

CAST-IN-PLACE CONCRETE FLOOR;COORDINATE WITH STRUCTURAL

SCHEDULED FINISH




54321

D

C

B

A

11

/27/2

01

8 9

:30

:38

AM

ASSEMBLYTYPES

LAH

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

PERMIT SET

G501

HKA

# Date Revision

17"

- 19

"

18"

33"

- 36

"

BACK

17"

- 19

"

1/2" MAX THRESHOLD(BEVELED ROUNDED

OR VERTICAL)

SEAT WALL

36" x 36" STALL

CENTERLINE OF CONTROL WALL

33"

- 36

"

38"

MIN

.

48"

MA

X

60" LONG HOSE, MIN. W/ VERTICAL BAR FOR ADJUSTABLE HEIGHT OF HAND SHOWER. MOUNT SO AS TO NOT OBSTRUCT THE USE OF GRAB BARS.

CONTROL AREA

CONTROL WALL

SEAT SEAT

18"

3" -

6"

4"

MAX

15"

NOTE: DIMENSIONS ARE TO TOP/BOTTOM OF GRAB BARS.

17" MIN.

34"

MA

X

34"

MA

X.

27"

MIN

.

9" M

IN. T

OE

CLE

AR

AN

CE

11" MIN.

8" MIN.

LEG CLEARANCE

44"

MA

X.

27"

MIN

.

34"

MA

X

40"

MA

X

ADA STYLE LEVER FAUCETSSOAP DISPENSER

MIRROR W/ SHELF

INSULATED PIPES

25" M

AX

-17

" MIN

.

48"

MIN

.

30" MIN.

TO R

EFL

EC

TIV

ES

UR

FAC

E

33"

- 36

"

39"

- 41

"18

" M

IN.

39" - 41"

12" MAX 42" MIN.

54" MIN.

17"

- 19

"

24" MIN. 12" MIN.

16" - 18"

33"

- 36

"

16" - 18"

56" M

IN W

ALL

HU

NG

TO

ILE

T

60" MIN.

NOTE: DIMENSIONS ARE TO TOP/BOTTOM OF GRAB BARS UNLESS NOTED OTHERWISE.

7" - 9"

18"

MIN

.

1 1/

2" M

IN. C

LEA

R

12"

MIN

. CLE

AR

48"

MA

X

RECESSED DISPENSERS

ARE ALLOWED WITHIN SHADED

AREA

TOILET PAPER DISPENSER LOCATION

VERTICAL CHANGES IN LEVELS

1/4" MAX

BEVELED CHANGES IN LEVELS

21

GREATER THAN 1/4" BUT NOT MORE THAN 1/2". IF GREATER THAN 1/2", MUST MEET RAMP REQUIREMENTS.

5" MAX.

15" MIN.

8" MIN.

9" M

IN.

27"

MIN

.

WH

EE

L C

HA

IR

34"

MA

X.

11" MIN.

30"

MIN

.

48" MIN.

CLEAR FLOOR SPACE

CONTROLS AT OR NEAR FRONT EDGE

CANTILEVERED DRINKING FOUNTAIN & WATER COOLERS

WH

EE

L C

HA

IR

36"

MA

X.

ST

AN

DIN

G P

ER

SO

N

38"

- 43

"RECEPTACLE OUTLET

UNOBSTRUCTED THERMOSTAT

UNOBSTRUCTED SWITCH

RECEPTACLES AND SWITCH MOUNTING HEIGHTS

UNOBSTRUCTED FIRE ALARM PULL

BOX

15"

MIN

.

36"

MIN

.

48"

MA

X.

48"

MA

X.

48"

MA

X

48"

MA

X

TO C

ON

TRO

LS

TO C

ON

TRO

LS

PAPER TOWEL DISPENSER AND TRASH (UNOBSTRUCTED)

PAPER TOWEL DISPENSER (UNOBSTRUCTED)

SANITARY NAPKIN VENDOR (UNOBSTRUCTED)

48"

MA

X

TOILET SEATCOVERS(UNOBSTRUCTED)

BABY CHANGING STATION (UNOBSTRUCTED)

27"

HAND DRYER (UNOBSTRUCTED)

48"

MA

X

TO C

ON

TRO

LS

18" MIN

TO

RE

FLE

CT

IVE

SU

RF

AC

E

74"

MIN

.

18"

MA

X

FULL LENGTH MIRROR (UNOBSTRUCTED)

TO R

EFL

EC

TIV

E

SU

RFA

CE

WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR & CLEAR OF DOOR

SWING, MOUNT AT 48" MIN TO BASELINE OF LOWEST TACTILE CHARACTER AND 60" MAX

TO BASELINE OF HIGHEST TACTILE CHARACTER FROM FINISH FLOOR

WOMEN

MEN

HEIGHT OF LETTERING, 5/8" TO 2" MAX, WITH

UPPER CASE CHARACTERS

CORRESPONDING GRADE 2 BRAILLE

INSTALL ON THE RIGHT SIDE OF DOUBLE DOORS

MEN WOMEN UNISEX

48"

MIN

- 6

0" M

AX

* USE 1/8" ALUMINUM PLATE

SOLID HEAD EXPANSION ANCHORS, TYP. EACH CORNER

2 1/2" MAX.

1 1/

2" M

AX

.

3" M

AX

.

15"-16" MAX.

CLEAR FLOOR SPACE

SE

AT

WA

LL

CO

NTR

OL

WA

LL

BACK

18"CLEAR INSIDE

36"

36"

CLE

AR

INS

IDE

36"

48"

4"

18" VERTICAL GRAB BAR1'

- 5

" M

AX

A. THESE DETAILS ARE SHOWN FOR MINIMUM ACCESSIBILITY REQUIREMENTS. SEE PROJECT SPECIFIC DETAILS FOR ADDITIONAL INFORMATION. VERIFY WITH ARCHITECT ANY DIFFERENCES BEFORE PROCEEDING WITH CONSTRUCTION.

GENERAL NOTE - ACCESSIBILITY




54321

D

C

B

A

11

/27/2

01

8 9

:30

:41

AM

ACCESSIBILITYCOMPLIANCE

LAH

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

PERMIT SET

G701

HKA

3/8" = 1'-0"G701

B4 ACCESSIBLE 36"x36" SHOWER STALL

3/8" = 1'-0"G701

A1 ACCESSIBLE SINK DETAIL3/8" = 1'-0"G701

A3 ACCESSIBLE WALL / FLOOR MOUNTED TOILET DETAIL

6" = 1'-0"G701

D3 CHANGE IN LEVELS

3/8" = 1'-0"G701

C2 DRINKING FOUNTAIN DETAIL3/8" = 1'-0"G701

C1 MISC. MOUNTING HEIGHTS3/8" = 1'-0"G701

C3 RESTROOM MOUNTING HEIGHTS

3/8" = 1'-0"G701

D1 RESTROOM SIGNAGE

3/8" = 1'-0"G701

B2 SHOWER SEAT DESIGN3/8" = 1'-0"G701

B3 TRANSFER SHOWER STALL3/8" = 1'-0"G701

B1 URINAL MOUNTING HEIGHT

# Date Revision

WH

M

J

T

A. PLAN WALL DIMENSIONS ARE TO GRID LINE, EXISTING STEM WALL, OR FACE OF WALL STRUCTURE. "CLEAR" DIMENSIONS ARE TO FACE OF WALL FINISH.

B. FIELD VERIFY ALL EXISTING CONDITIONS AND THEIR COMPATIBILITY WITH NEW CONSTRUCTION PRIOR TO THE COMMENCEMENT OF WORK. COORDINATE DISCREPANCIES WITH ARCHITECT.

C. DO NOT SCALE DRAWINGS.D. SEE STRUCTURAL, MECHANICAL AND

ELECTRICAL DRAWINGS FOR MORE INFORMATION.

E. SEE G SERIES SHEETS FOR WALL TYPES AND TYPICAL ACCESSIBILITY CLEARANCE AND COMPLIANCE REQUIREMENTS.

F. ADJUST MASONRY COURSING WHERE APPLICABLE SO THAT NO BLOCKS ARE CUT TO BE LESS THAN HALF A BLOCK IN WIDTH.

G. ADJUST EXISTING GRADES TO REQUIRED ELEVATIONS - 95% COMPACTION MINIMUM.

H. PROVIDE MINIMUM 2% SLOPE TO FLOOR DRAINS, TYPICAL.

GENERAL NOTE - FLOOR PLAN

8

9

10

K L

MEN'S TOILETSS101

WOMEN'S TOILETSS102

SHOWER ROOMS106

SHOWER ROOMS105

SHOWER ROOMS104 SHOWER ROOM (ADA)

S103

MECH ROOM / CHASES107

10' - 0" 11' - 4" 10' - 0"

29' - 0"

6' -

2"

6' - 1" 6' - 4" 10' - 0"

2' - 0"

F.V.

11"

S101 S102

S105S106

S107

XM08

XM08

XM

08

M06

M08

M04 M04

M08

M06

M06

M08

M06

.I

M06

XM

08XM08 XM08

XM

08

M08

A201

A1

XM08.A

XM

08.B

3' - 4" 3' - 0 7/8"

17' -

6"

20' -

0"

5' -

1"

A251

B4

B1

5' -

4"

4' -

0"

6' -

8"

A201

C3A201

A3

A201

C1

5' - 0"

3

4 4

2

1717

34 13

1717

1717

6' - 8"

3 3' - 0" 3' - 4"

11' -

4"

3' -

4"

8' -

8"

2424

5' - 4 3/8" 7' - 8 3/8" 8' - 1"

1' - 4"F.V.

1' - 0"

4' -

0"

6' -

0"

2' -

0"

3' -

10"

2' -

8"

27

C2

A301

13

A4

A351

3' -

5"

1' -

4"

A4

A351

A2

A301

1919

3

3 3

3

4

29 A3A351

SIM.

1

1

C2A5

9' -

4"

10' -

0"

A251

A3

A1

A2A4

2' -

8"

3' -

4"

1' -

4"

2' - 7 3/8" 3' - 5 5/8" 3' - 3 5/8" 2' - 4 3/4"

10' - 2" 9' - 10" 5' - 9"

43' - 6"

31' -

4"

5' -

0"

13

XM

08

XM08

2' -

8"

3' -

4"

2% MAX.2% MAX.

2% MAX.

2% MAX.

TYP.

35

TYP.

35

2% MAX. 2% MAX.

2' - 0"

4' -

0"

S104 S103

M06

6' -

4 3

/8"

XM08

M08

XM

08

XM08

M08

M08

M06M06

XM

08

A601A4

TYP.

5' -

0"

A1A351

C5

A501

30

3030

3030

30

3030

3030

4318

XM08

30

1' - 6" 3' - 3"3' - 0 1/2"

1' - 6"1' - 6"

4' - 11"

6' - 6"

36 3636

36

36

36

36

5' -

0"

5' - 0"

33 33

A501A126

26

71

A. INSTALL 4" OF FIBER REINFORCED OR REBAR REINFORCED, PORTLAND CEMENT CONCRETE OVER 4" OF COMPACTED AGGREGATE BASE, UNLESS OTHERWISE SPECIFIED OR REQUIRED.

B. WHERE NEW SIDEWALK IS FLUSH AGAINST EXISTING BUILDING, INSTALL EXPANSION JOINTS BETWEEN BUILDING FOUNDATION WALL AND NEW CONCRETE SIDEWALK.

C. PROVIDE SAW CUT OR TOOLED CONTROL JOINTS AT INTERVALS EQUAL TO THE WIDTH OF NEW SIDEWALK, PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL.

D. PROVIDE AN EXPANSION JOINT AT ALL CHANGES OF DIRECTION IN NEW SIDEWALK.

E. SLOPE NEW CONCRETE SIDEWALK AWAY FROM EXISTING BUILDING AT A MAXIMUM SLOPE OF 2%. ALL FINISH ELEVATIONS, DOOR THRESHOLDS, AND SLOPES SHALL COMPLY WITH ADA ACCESSIBILITY GUIDELINES.

F. FINISH NEW CONCRETE SIDEWALK WITH A MEDIUM BROOM, PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL.

NEW CONCRETE

SIDEWALK NOTES




54321

D

C

B

A

11

/27/2

01

8 9

:29

:32

AM

FLOORPLAN

LAH

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

PERMIT SET

A101

HKA

3/8" = 1'-0"A101C2 LEVEL 01

KEYNOTE LEGEND1 STAINLESS STEEL BABY CHANGING

FOLD-DOWN STATION

2 STAINLESS STEEL ACCESSIBLE DRINKINGFOUNTAIN, CONT. SEALANT

3 STAINLESS STEEL WALL-MOUNTEDLAVATORY, RE: PLUMBING

4 WALL-MOUNTED STAINLESS STEEL TOILET,RE: PLUMBING

13 EXISTING CONCRETE STEM WALL, FIELDVERIFY LOCATION AND EXTENTS OFEXISTING OPENINGS

17 NEW CONCRETE SIDEWALK

18 MOP SINK

19 CUSTOM DIAMOND PLATE METAL TOILETPARTITIONS; WELDED TO STEEL COLUMNS

24 EXISTING PREFAB METAL BLDG COLUMN(FIELD VERIFY SIZE AND LOCATION)

26 PRECAST SHOWER SEAT

27 EXISTING PREFAB METAL BLDG CROSSBRACING

29 STAINLESS STEEL WALL-MOUNT URINAL

30 FLOOR DRAIN, SLOPE FLOOR TO DRAIN. RE:PLUMBING

33 HOSE BIB, RE: PLUMBING

34 SHIFT OPENING (SAWCUT AND FILL ASREQUIRED) IN CONCRETE WALL TOACCOMMODATE NEW DOOR LOCATION

35 SIDEWALK EXPANSION JOINT

36 ADA WALL MOUNTED SIGNAGE, REFER TODETAIL D1/G701

43 WATER HEATER; SEE PLUMBING

71 MOP RACK

N

# Date Revision

M M

M

MM M

J

J

T

J

T

A. COORDINATE ALL PENETRATIONS OF ROOF SYSTEM WITH MECHANICAL AND ELECTRICAL DRAWINGS.

GENERAL NOTE - ROOF PLAN

8

9

10

K L

2 1/2" / 1'-0"

9' - 5 13/16"

9' - 5 13/16"

33' -

3 5

/8"

33' - 11 5/8"

2 1/2" / 1'-0"

13' - 0 5/16"

3' - 0"

2' -

0"

2' - 11 5/8"

5' -

0"

3' - 11"

6' -

4"

2323

D2

A121

D1

A121

D2

A121

D1

A121

D4

A121

EQ EQ

32

A5

A501

A5

A501

SIM.

8

9

10

K L

CL-028' - 6 1/4"

CL-028' - 6 1/4"

CL-028' - 6 1/4"

CL-028' - 6 1/4"

S101S102

S103S104S105

S106

S107

O.T.S.

24

CL-028' - 6 1/4"

CL-028' - 6 1/4"

1' -

0"

1' - 0" 1' - 0"

1' - 0"

1' -

0"

24

C1A501

CL-018' - 6 1/4"

37

37

37

37

38

39

39

38

38

38

38

39

38 39

3938

3838

38 39

39

3838

3838

39

39

3838

24

24

39

C5

A501

32 32

32

3232

3232

32

32

32

32

32

32

CL-01

CL-01

CL-01

CL-01

CL-01

38

A5

A501

A. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL LIGHTING AND DIFFUSER INFORMATION.

B. THE CEILING HEIGHT SHOWN IN THE ROOM TAG INDICATES THE HEIGHT OF THE DOMINANT CEILING FINISH. SEE ADDITIONAL CEILING FINISH CALLOUTS FOR OTHER CEILING HEIGHT OR FEATURES.

C. THE CONTRACTOR SHALL COORDINATE ALL TRADES TO ENSURE THAT DESIGNATED CEILING HEIGHTS CAN BE ACHEIVED. NOTIFY ARCHITECT OF ANY CONFLICTS OR CONDITIONS THAT PREVENT THIS FROM OCCURRING BEFORE PROCEEDING WITH THE WORK.

GENERAL NOTE - RCPPRE-FINSIHED ARCHITECTURAL METAL ROOFING PANEL

PRE-FINISHED CONTINUOUS METAL CLEAT

SLIP SHEET (AS REQUIRED BY METAL PANEL MANUFACTURER)

FULLY ADHERED WATERPROOF MEMBRANE UNDERLAYMENT, LAP END MIN. 2"

EXTENDED RAKE EDGE METAL FLASHING (STAGGER FASTENERS)

WOOD NAILER, WHERE APPLICABLE

RE: ASSEMBLY TYPES

ROOF DECK(RE: STRUCTURAL/ ASSEMBLY TYPES)

PRE-FINSIHED ARCHITECTURAL METAL ROOFING PANEL

PANEL CLIP

DOWNSIDE PERIMETER METAL FLASHING (STAGGER FASTENERS)

PRE-FINISHED CONTINUOUS METAL CLEAT

SLIP SHEET (AS REQUIRED BY METAL PANEL MANUFACTURER)

FULLY ADHERED WATERPROOF MEMBRANE, LAP END MIN. 2"

ROOF DECKRE: STRUCTURAL

WOOD NAILER, WHERE APPLICABLE

4" MIN. OVERLAP (LAPJOINTS AWAY FROMPREVAILING WIND)

4" MIN.PRE-FINSIHED ARCHITECTURAL METAL ROOFING PANEL

SLIP SHEET (AS REQUIRED BY METAL PANEL MANUFACTURER)FULLY ADHERED WATERPROOF MEMBRANE

TURN PANEL PANS UP ATRIDGE TO PROVIDE SECONDARY CLOSURE

"Z" CLOSURE (FASTENED AND SET IN SEALANT OR SOLDERED AS MATERIAL PERMITS

SEALANT, MIN. 2 BEADS

PRE-FINSIHED ARCHITECTURAL METAL ROOFING RIDGE CAP

RE: ASSEMBLY TYPES

ROOF DECK(RE: STRUCTURAL/ ASSEMBLY TYPES)




54321

D

C

B

A

11

/27/2

01

8 9

:29

:39

AM

ROOF PLAN&REFLECTEDCEILINGPLAN

LAH

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

PERMIT SET

A121

HKA

1/4" = 1'-0"A121

A1 ROOF PLAN1/4" = 1'-0"A121

A3 LEVEL 01

KEYNOTE LEGEND23 STANDING SEAM METAL ROOF


32 MECHANICAL EQUIPMENT, RE: MECHANICAL

37 EXTERIOR WALL-MOUNTED LIGHT FIXTURE,SEE ELECTRICAL

38 LIGHT FIXTURE. RE: ELECTRICAL

39 ELECTRICAL FIXTURE. RE: ELECTRICAL

N N

1 1/2" = 1'-0"A121D2 ROOFING (METAL) - EDGE w/ RAKE

1 1/2" = 1'-0"A121D1 ROOFING (METAL) - EAVE

1 1/2" = 1'-0"A121D4 ROOFING (METAL) - RIDGE

# Date Revision

A. COORDINATE GRADING SHOWN ON ELEVATIONS w/ CIVIL

B. PROVIDE GUTTERS AND DOWN SPOUTS w/ HEAT CABLE, SNOW FENCES, AND SNOW CLIPS - SEE ROOF PLAN

C. FOR TYPICAL WALL ASSEMBLY INCLUDING MATERIAL DESIGNATIONS AND DETAILING APPROACH, SEE A350 SERIES

GENERAL NOTE -

BUILDING ELEVATION

K L

EXIST. OPENING

3' - 4" 11' - 4"

EXIST. OPENING

3' - 4 1/2" 2' - 3 1/8" 3' - 4" 4' - 4 3/8"

EXIST. OPENING

3' - 4 1/2" 4' - 8 1/2" 3' - 4" 3' - 4"

2424

13

27

70

1616

47

36 3636 36

67

32

72

32

72

LEVEL 01100' - 0"

8910

24

13

T.O. EXIST. STEM WALL102' - 0"

24

24

70

47

23

32

72

LEVEL 01100' - 0"

8 9 10

24


27

13

5' - 4 3/8"

70

23

47

32

32

72

KL

2424

132

27

708' -

0"

10' - 8 3/8"

47

32

7232

72




54321

D

C

B

A

11

/27/2

01

8 9

:29

:53

AM

BUILDINGELEVATIONS

LAH

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

PERMIT SET

A201

HKA

1/4" = 1'-0"A201

A1 BUILDING ELEVATION - SOUTH

1/4" = 1'-0"A201

C3 BUILDING ELEVATION - EAST

1/4" = 1'-0"A201

A3 BUILDING ELEVATION - WEST

1/4" = 1'-0"A201

C1 BUILDING ELEVATION - NORTH

KEYNOTE LEGEND2 STAINLESS STEEL ACCESSIBLE DRINKING

FOUNTAIN, CONT. SEALANT

13 EXISTING CONCRETE STEM WALL, FIELDVERIFY LOCATION AND EXTENTS OFEXISTING OPENINGS

16 SAW CUT NEW OPENING IN CONCRETE STEMWALL FOR DOOR

23 STANDING SEAM METAL ROOF


27 EXISTING PREFAB METAL BLDG CROSSBRACING


36 ADA WALL MOUNTED SIGNAGE, REFER TODETAIL D1/G701

47 PREFINISHED METAL FASCIA, TO MATCHROOF

67 ADA WALL MOUNTED CONDUCT SIGNAGE,REFER TO DETAIL D1/G701

70 HONED CMU

72 SHEET METAL FLASHED CURB W/CONTINUOUS ICE & WATER SHIELD

# Date Revision

A. ENSURE THAT ALL REQUIRED FIXTURE AND CABINET CLEARANCES AND OTHER REQUIREMENTS ARE MAINTAINED PURSUANT TO ADAAG AND ANSI A117.1. SEE SHEET G701 FOR GENERAL GUIDANCE ON COMMON MOUNTING HEIGHTS.

B. PROVIDE BLOCKING/BACKING AS NECESSARY FOR MOUNTING OF WALL-MOUNTED CABINETS, FIXTURES AND EQUIPMENT PER MANUFACTURERS RECOMMENDATIONS. COORDINATE THIS REQUIREMENT THROUGH ALL FLOOR PLANS, EQUIPMENT PLANS, AND INTERIOR ELEVATIONS.

C. ON ALL EXPOSED CABINET SIDES, INCLUDING KNEE OPENINGS, PROVIDE FINISHED FACE TO MATCH CABINET FRONTS . PROVIDE SIDESPLASHES WHENEVER COUNTERTOPS ARE ADJACENT TO WALLS.

GENERAL NOTE -

INTERIOR ELEVATIONA. SEE REFLECTED CEILING PLANS FOR CEILING

FEATURES AND FINISH ELEVATIONS.

GENERAL NOTE - FINISH SCHEDULE

8 8 8 8

3

TYP.

37

TYP.

7

11

W1

12 12

A251C5

28

22

TYP.

19

15

TYP.

21

1' -

0"

5' -

0"

4" 2' - 8" 3' - 9" 2' - 2" 11" 2' - 2" 4" 4" 2' - 8" 3' - 2" 2' - 2" 4"

A251C3

W1

CONTINUOUS HINGE

CUSTOM DIAMOND PLATE METALTOILET PARTITIONS; WELDED TO STEELCOLUMNS

(TYP)

3" RAD.

3 1/

2"

C4

A251

HSS COLUMN RE: STRUCTURAL FORSIZE


CONTINUOUSLY WELD DIAMOND PLATEPARTITIONS TO HSS COLUMN, TYP.


SCHEDULED WALL; SEE FLOOR PLAN

12"

42"

24"

3" RADIUS, TYP.

24"

PLAN VIEW SECTION

CUSTOM DIAMOND PLATE URINAL PARTITION

29

1

A251C3

W1

6

4

28

2222

9

8' -

0"

S103

W18

7

3

39

6

W1

12

1' - 3"

A501A1

4

6

10

6

1' - 6"

1' - 6"W1

6

9

W1




54321

D

C

B

A

11

/27/2

01

8 9

:30

:07

AM

INTERIORELEVATIONS

LAH

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

PERMIT SET

A251

HKA

FINISH LEGEND

HIDE THESE COLUMNS

CODE DESCRIPTION REMARKSFinish

Category Finish Type

CEILING FINISHES

CEILINGFINISHES

CEILING CL1 TYPE X GYPSUM BOARD PANELS,PAINTED. COLOR, P2

FLOOR FINISHES

FLOORFINISHES

CONCRETE F1 EXPOSED CONCRETE

FLOORFINISHES

EPOXY F2 RESINOUS FLOORING

PAINT

PAINT PAINT P1 WALL COLOR, HOLLOW METALDOOR FRAMES & DOORS, SW 7015,REPOSE GRAY

PAINT PAINT P2 CEILING COLOR,

WALL FINISHES

WALLFINISHES

WALL W1 BLOCK FILLER ON HONED CMUWITH HIGH PERFORMANCECOATING, COLOR, P1

ROOM FINISH SCHEDULE

Room Name Floor Base

Walls

Ceiling Notes RoomN E S W

S101 MEN'S TOILETS F2 - W1 W1 W1 W1 CL1 S101

S102 WOMEN'S TOILETS F2 - W1 W1 W1 W1 CL1 S102

S103 SHOWER ROOM (ADA) F2 - W1 W1 W1 W1 CL1 S103

S104 SHOWER ROOM F2 - W1 W1 W1 W1 CL1 S104



S107 MECH ROOM / CHASE F1 - - - - - OTS S107

KEYNOTE LEGEND1 STAINLESS STEEL BABY CHANGING

FOLD-DOWN STATION


4 WALL-MOUNTED STAINLESS STEEL TOILET,RE: PLUMBING

6 ADA GRAB BARS

7 SOAP DISPENSER

8 24"X36" GLASS MIRROR WITH SHELF

9 TOILET TISSUE DISPENSER

10 SHOWER CONTROLS

12 ELECTRIC HAND DRYER

15 CONTINUOUS HINGE, INTERIOR SURFACEMOUNTED


20 CONTINUOUSLY WELD DIAMOND PLATEPARTITIONS TO HSS COLUMN, TYP.

21 PARTITION SLIDING LATCH WITH SWINGBUMPER, INTERIOR SURFACE MOUNTED

22 HSS COLUMN RE: STRUCTURAL FOR SIZE

28 HSS BEAM, RE: STRUCTURAL FOR SIZE

29 STAINLESS STEEL WALL-MOUNT URINAL

39 ELECTRICAL FIXTURE. RE: ELECTRICAL

3/8" = 1'-0"A251B1 INTERIOR ELEVATION - RESTROOMS S101/S102 NORTH

3/8" = 1'-0"A251B4 INTERIOR ELEVATION - RESTROOMS S102/S101 SOUTH

1 1/2" = 1'-0"A251C5 ENLARGED CUSTOM PARTITION DETAIL

1 1/2" = 1'-0"A251C4 TYP. STALL COLUMN

3/8" = 1'-0"A251C3 URINAL SCREEN

3/8" = 1'-0"A251

A5 S101 MENS RR - WEST

3/8" = 1'-0"A251C2 TYPICAL ADA TOILET STALL

3/8" = 1'-0"A251

A3 S103 ADA RR - SOUTH3/8" = 1'-0"A251

A4 S103 ADA RR - WEST3/8" = 1'-0"A251

A1 S103 ADA RR - NORTH3/8" = 1'-0"A251

A2 S103 ADA RR - EAST

# Date Revision

A. WALL DIMENSIONS ARE TO GRID LINE, EXISTING STEM WALL, OR FACE OF WALL STRUCTURE. "CLEAR" DIMENSIONS ARE TO FACE OF WALL FINISH.

B. SEE CIVIL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR MORE INFORMATION.

C. SEE G SERIES SHEETS FOR WALL TYPES AND TYPICAL ACCESSIBILITY CLEARANCE AND COMPLIANCE REQUIREMENTS.

D. DO NOT SCALE DRAWINGS.

GENERAL NOTE - SECTION

LEVEL 01100' - 0"

ROOF PLAN108' - 8"

8 9 10


22

32

CL-

01

CL-

02

CL-

02

XM08

R-0

1

A2

A301

10

24

24 24

A501C1

A351C423

SHOWER ROOMS105

F-01

C5

A50132

19

F-01F-01 M08

M08

M06

M06.I

72

LEVEL 01100' - 0"

ROOF PLAN108' - 8"

K L


C2A301

1010

33

336

XM08XM08.A

M06 M06M06 M04M04CL-

02

CL-

02

CL-

02

CL-

02

R-0

1

A351A3

A351A3

SIM, OPP

SHOWER ROOMS105

SHOWER ROOMS104

SHOWER ROOM (ADA)S103

F-01

2424

13' - 0 5/16"

32

8 8

77

3737

2 1/2" / 1'-0"2 1/2" / 1'-0"

32

72

72




54321

D

C

B

A

11

/27/2

01

8 9

:30

:14

AM

BUILDINGSECTIONS

LAH

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

PERMIT SET

A301

HKA

3/8" = 1'-0"A301C2 BUILDING SECTION (N/S)

3/8" = 1'-0"A301

A2 BUILDING SECTION (E/W)

KEYNOTE LEGEND2 STAINLESS STEEL ACCESSIBLE DRINKING

FOUNTAIN, CONT. SEALANT


6 ADA GRAB BARS

7 SOAP DISPENSER

8 24"X36" GLASS MIRROR WITH SHELF

10 SHOWER CONTROLS


22 HSS COLUMN RE: STRUCTURAL FOR SIZE

23 STANDING SEAM METAL ROOF



37 EXTERIOR WALL-MOUNTED LIGHT FIXTURE,SEE ELECTRICAL

72 SHEET METAL FLASHED CURB W/CONTINUOUS ICE & WATER SHIELD

# Date Revision

XM08

CL-02

CONCRETE FOUNDATIONWALL; RE: STRUCTURAL

EXISTING PREFAB METALBLDG COLUMN (FIELDVERIFY SIZE ANDLOCATION)

F-01

EXISTING CONCRETE STEMWALL/PIER, FIELD VERIFY

EXPANSION JOINT

EXISTING PREFAB METALBLDG COLUMN (FIELDVERIFY SIZE ANDLOCATION)

PREFINISHED METALFASCIA, TO MATCH ROOF

R-01

2X PRESSURE TREATEDFRAMING FOR SOFFIT ANDFASCIA

5/8" PLYWOOD SHEATHING

XM08 5/8" ANCHOR BOLTS @ 32"O.C., RE: STRUCTURAL

FOIL-FACED, TAPED R30BATT INSULATION

3X8 PRESSURE TREATEDSILL PLATE

2X4 FRAMING @ 16" O.C.MAX. FOR CEILING, SHIMAS NECESSARY

HIGH TEMP. ICE & WATERSHIELD, CONTINUOUS

OV

ER

LAP

1" M

IN.

XM08

EXISTING CONCRETE STEMWALL/PIER, FIELD VERIFY

F-01

EXPANSION JOINT

CONCRETE FOUNDATIONWALL; RE: STRUCTURAL

EXTERIOR WALL-MOUNTED LIGHTFIXTURE, SEE ELECTRICAL

5/8" ANCHOR BOLTS @ 32" O.C., RE:STRUCTURAL

3X8 PRESSURE TREATED SILL PLATE

2X BLOCKING BETWEEN TRUSSES, RE:STRUCTURAL

PREFINISHED METAL FASCIA, TOMATCH ROOF

2X10 PRESSURE TREATED RIM JOIST

EXTERIOR GYPSUM SOFFIT BOARD

1" X 3" WOOD FURRING STRIPS, 16" O.C.MAX.

J BEAD TRIM, COATED

R-01

CL-02

PREFINISHED CUSTOM METALFLASHING, TO MATCH ROOF

XM08



R-01

PREFINISHED METALFASCIA, TO MATCH ROOF

PREFINISHED CUSTOM METALFLASHING, TO MATCH ROOF

J BEAD TRIM, COATED

EXTERIOR GYPSUM SOFFIT BOARD

XM08

CL-02PREFINISHED CUSTOM METALFLASHING, TO MATCH ROOF

5/8" ANCHOR BOLTS @ 32" O.C., RE:STRUCTURAL

8"

1"

1"1"

TYPICAL CHAMFER @ CONCRETE

FOUNDATION WALL

EXPANSION JOINTEXPANSION JOINT

CONCRETE FOUNDATION WALL; RE:STRUCTURAL


2X10 PRESSURE TREATEDRIM JOIST

2X4 FRAMING @ 16" O.C.MAX. FOR CEILING, SHIMAS NECESSARY

8' - 8"






54321

D

C

B

A

11

/27/2

01

8 9

:30

:19

AM

WALLSECTIONS

Author

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

PERMIT SET

A351

Checker

1 1/2" = 1'-0"A351

A3 WALL SECTION @ EXISTING STEEL COLUMN PIER1 1/2" = 1'-0"A351

A4 SECTION DETAIL, EXISTING STEM WALL

1 1/2" = 1'-0"A351

C4 SECTION DETAIL - RAKE WALL @ ROOF

1 1/2" = 1'-0"A351

A1 WALL SECTION @ LOW ROOF/EXT. SIDEWALK

# Date Revision

CL-01

XM08

R-01

M06.I

M06

TYP.1/4" MIN.

2X10 PRESSURETREATED RIM JOIST

PREFINISHED METALFASCIA, TO MATCH

ROOF

EXTERIOR GYPSUMSOFFIT BOARD

J BEAD TRIM, COATED

5/8" ANCHOR BOLTS @ 32"O.C., RE: STRUCTURAL

8' - 0"A601

A2

TYP.

3X8 PRESSURETREATED SILL PLATE

1" X 3" WOOD FURRINGSTRIPS, 16" O.C. MAX.

C5

A501


PREFINISHED CUSTOMMETAL FLASHING, TO

MATCH ROOF


FOIL-FACED, TAPED R30BATT INSULATION CL-01 CL-02

XM08

R-01



ROOF STRUCTURE, RE:STRUCTURAL

TRUSS BLOCKING; RE:STRUCTURAL

5/8" ANCHOR BOLTS @ 32"O.C., RE: STRUCTURAL




ADDITIONAL VERT MEMBER AS REQ. RE: STRUCTURAL

CL-02


MECHANICAL EQUIPMENT,RE: MECHANICAL

5/8" PARTICLE BOARDSHEATHING

2X6 BEARING WALL2X6 BEARING WALL

ROOF STRUCTURE, RE:STRUCTURAL

TRUSS BLOCKING; RE:STRUCTURAL

2X BLOCKING BETWEENTRUSSES, RE:STRUCTURAL

2X10 JOIST, RE: STRUCTURAL

R-01

A501A3


2" RIGID INSULATIONCONTINUOUS BEAD OF BUTYL TAPE FLASHING

AROUND ENTIRE PERIMETER OF ROOF CURB, FASTENED

AS SPEC'D

MFR SUGGESTED FASTENER WITH NEOPRENE GASKET

ROOF CRICKET BUILT INTO ROOF CURB

PLAN VIEW

3"3"

1' - 4"1-1/2" DIA. RADIUS

MASONRY WALL BELOWFACE OF SHOWER WALL

SEALED PRE-CAST CONC. BENCH SEAT

3"

3" T

YP

.

3" TYP.3/4" RADIUS

1' -

6"

6" CMU, GROUT SOLID. SAWCUT TOP BLOCK AS NEEDED FOR HEIGHT.

#4 BAR, 6" FROM EA. END & (1) AT RETURN WALL

SECTION VIEW

EMBED @ 2'-0" O.C.

SEALED PRECAST CONC. BENCH TOP

CONT. SEALANT AT WALL

1-1/2" X 1-1/2" CONT. ANGLE ANCHORED AT 16"

O.C. WITH 1/2" X 3" EXPANSION BOLTS

PROVIDE STRUCTURAL SUPPORT AT EACH END OF ROOF PANEL AND CURB

CRICKET (FLANGES OVERLAPPED AND SOLDERED)

END CLOSURE

EQUIPMENT CURB WRAP WITH PRE-FINISHED METAL OR PAINT TO MATCH ROOF PANELS

METAL ROOF PANELS (RE: SPECS)

END CLOSURE

8" MIN.

1"

MIN

.

1/2" MIN.

8" MIN.

HIGH-DOMED , CAPPED, GASKETED STAINLESS STEEL FASTENERS 18" O.C. (MIN. 2 FASTENERS PER SIDE)

REMOVABLE PRE-FINISHED SHEET METAL COUNTER FLASHING

STAINLESS STEEL FASTENERS APPROX. 8" O.C.

BUILT UP BUILT UP CURB ASSEMBLY (RE: STRUCT.)

ROOFING SYSTEM (RE: SPECS)

SEE SECTION DETAIL BELOW FOR CLARITY

CONTINUOUS SEALING MATERIAL AT TOP OF CURB (RE: SPECS)

STAINLESS STEEL FASTENERS 8" O.C.

MECHANICAL UNIT, HOOD, ETC. BASE EXTENDS 1/2" MIN.

BEYOND EDGE OF CURB

HIGH TEMP. ICE & WATER SHIELD, CONTINUOUS




54321

D

C

B

A

11

/27/2

01

8 9

:30

:24

AM

ARCHITECTURALDETAILS

LAH

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

PERMIT SET

A501

HKA

1 1/2" = 1'-0"A501

C1 ROOF DETAIL, SOFFIT @ RESTROOM ENTRANCE1 1/2" = 1'-0"A501

C5 SECTION DETAIL, ROOF @ RESTROOM ENTRANCE

1" = 1'-0"A501A5 SECTION DETAIL - EQUIPMENT CURB

3/4" = 1'-0"A501A1 SHOWER BENCH DETAIL

1 1/2" = 1'-0"A501

B3 ROOFING (METAL) - EQUIPMENT CURB

1 1/2" = 1'-0"A501A3 ROOFING (METAL) - EQUIPMENT CURB DETAIL

# Date Revision

A. FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP DRAWING SUBMITTAL & SUBSEQUENT FABRICATION OF ALL DOOR FRAMES.

B. PROVIDE CLEARANCE REQUIRED BY ACCESSIBILITY CODES ANSI A117.1 AND ADAAG AT ALL DOORS, AS DEPICTED IN DETAILS ON SHEET G003b.

GENERAL NOTE -

DOOR TYPES

FRAME TYPE: SH HOLLOW METAL

SINGLE

2" 2"

SCHED

SEE

SE

E S

CH

ED

ULE

4"

DOOR TYPE: HS01CONST: HM

GRADE II 18GA PRIMED

SCHED

SEE

SEE

SCH

EDU

LE

1 1/2"

SCHEDULED WALL

GROUT FULL

1 1/

2"

FR

AM

E

7 5/

8" T

YP

.

SCHEDULED WALL

DOOR - SEE SCHEDULE

HOLLOW METAL FRAMEPAINTED, BEYOND

SCHEDULED FLOOR

ALUMINUM SADDLE THRESHOLD, SET IN BED OF MASTIC.

5"

1/4"

2" 2"

GYPSUM J-CHANNEL

2X4 FRAMING, SECURED TO UNDERSIDE OF ROOF STRUCTURE

EDGE ANGLE TRIM

SCHEDULED WALL

SEE CEILING ASSEMBLY TYPES

NOTE: PROVIDE 2" PERIMETER SUPPORTING CLOSURE ANGLE. .

1/4" MIN.1/4" MIN.

SINGLE BULLNOSE BLOCK




54321

D

C

B

A

11

/27/2

01

8 9

:30

:27

AM

DOORSCHEDULES& TYPICALDETAILS

LAH

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

PERMIT SET

A601

HKA

1/4" = 1'-0"A601

C3 FRAME TYPES - HOLLOW METAL1/4" = 1'-0"A601

C4 DOOR TYPES - HOLLOW METAL

DOOR SCHEDULE

NUMBER

DOOR FRAME

FIRERATING

HARDWAREGROUP NOTES NUMBER

SIZE

TYPE FINISH

DETAIL

TYPE FINISHWIDTH HEIGHT HEAD JAMB THRES

S101 3' - 0" 7' - 0" HS01 B3/A601 B4/A601 B2/A601 SH 01 S101

S102 3' - 0" 7' - 0" HS01 B3/A601 B4/A601 B2/A601 SH 01 S102

S103 3' - 0" 7' - 0" HS01 B3/A601 B4/A601 B2/A601 SH 03 S103

S104 3' - 0" 7' - 0" HS01 B3/A601 B4/A601 B2/A601 SH 03 S104

S105 3' - 0" 7' - 0" HS01 B3/A601 B4/A601 B2/A601 SH 04 S105

S106 3' - 0" 7' - 0" HS01 B3/A601 B4/A601 B2/A601 SH 04 S106

S107 3' - 0" 7' - 0" HS01 B3/A601 B4/A601 B2/A601 SH 02 S107

1 1/2" = 1'-0"A601B3 HEADER DETAIL - HM DOOR - INSULATED

1 1/2" = 1'-0"A601B4 JAMB DETAIL - HM DOOR - INSULATED

3" = 1'-0"A601B2 THRESHOLD DETAIL - SADDLE

3" = 1'-0"A601

A2 GYPSUM CEILING EDGE AT MASONRY1 1/2" = 1'-0"A601

A4 TYP. INTERIOR CMU WALL CORNER

# Date Revision

GENERAL

1. The structural notes are intended to complement the project specifications. Specific notes and details in the drawings shall govern over the structural notes and typical details.

2. Typical details and sections shall apply where specific details are not shown.3. The contractor shall verify all site conditions and dimensions. If actual conditions differ from those shown in the

contract drawings, the contractor shall immediately notify the architect/engineer before proceeding with the fabrication or construction of any affected elements.

4. Drawings shall not be scaled for the purpose of preparing shop drawings or for construction. Where dimensions on the design drawings are not provided or inferred, the contractor may scale drawings only to estimate member lengths for the purpose of bidding.

5. Changes to these contract drawings may be made only by an authorized representative of Dunn Associates, Inc. Dunn Associates, Inc. shall not be held responsible or liable for any claims arising directly or indirectly from changes made without written authorization by an authorized representative of Dunn Associates, Inc.

6. Omissions or conflicts between the contract drawings and/or specifications shall be brought to the attention of the architect/engineer before proceeding with any work involved. In case of conflict, follow the most stringent requirement as directed by the architect/engineer at no additional cost to the owner.

7. The contractor shall submit a written request to the architect/engineer before proceeding with any changes, substitutions, or modifications. Any work done by the contractor before receiving written approval will be at the contractor's risk.

8. The contractor shall coordinate with all trades any items that are to be integrated into the structural system such as openings, penetrations, mechanical and electrical equipment, etc. Sizes and locations of mechanical and other equipment that differs from those shown on the contract drawings shall be reported to the architect/engineer. Contractor shall take measures as required to insure that construction loads shall not exceed design loads for the structure.

9. Any structural items shown on other discipline's drawings that are not shown on the structural drawings, but that are noted as "refer to structural drawings" for additional information, shall be brought to the attention of the structural engineer by the contractor.

10. Items such as fireproofing, waterproofing, insulation, vapor barrier, etc, may be shown or noted on structural drawings for reference only. Refer to the architectural drawings or specifications for more information.

11. The contractor shall be responsible for means, methods, techniques, sequences, and procedures in order to comply with the contract drawings and specifications. The contractor shall provide adequate shoring and bracing as required for the chosen method of erection. Shoring and bracing shall remain in place until final connections for the permanent members are completed. The building shall not be considered stable until all connections are completed. Walls shall not be considered self-supporting and shall be braced until the floor/roof system is completed.

12. Site observations by a field representative of Dunn Associates, Inc. shall not be construed as approval of construction, the procedures, nor special inspection.

13. All work shall be done in accordance with OSHA requirements. Potential conflicts between these documents and OSHA requirements shall be brought to the attention of the structural engineer before proceeding with the work.

14. Shop Drawings and submittals:A. Review of shop drawings and submittals by Dunn Associates, Inc. is for general compliance only and is not

intended for approval. The shop drawing review shall not relieve the contractor from the responsibility of completing the project according to the contract documents.

B. Submittals for the following items shall be submitted to the Project Architect/Engineer for review prior to fabrication and/or installation:1. Concrete Mix Design2. Concrete Reinforcing3. Masonry Block and Grout4. Masonry Reinforcing5. Anchorage and Embeds6. Pre-Fabricated Wood Trusses7. Deferred Design Items

C. Quality control submittals shall be submitted to special inspector for review prior to fabrication/installation. Courtesy copies shall be provided to the project architect and engineer for their records.

D. Detailing and shop drawing production for structural elements will require information (including dimensions) contained in the architectural, structural and/or other consultants' drawings. The structural drawings shall be used in conjunction with the architectural and other consultant's drawings. See the Architectural Drawings for dimensions, doors, windows, non-bearing interior and exterior walls, elevations, slopes, stairs, curbs, drains, recesses, depressions, railings, waterproofing, finishes, chamfers, kerfs, etc.

E. Shop drawings made from reproductions of the structural drawings will be rejected unless the contractor signs a release agreement prior to the shop drawings being reviewed. The contractor may also obtain electronic files of the plan sheets after signing a release agreement. Electronic files of the detail sheets and schedule sheets will not be made available.

F. The Contractor may choose to submit shop drawings and submittals for review electronically. The Contractor may do this provided a minimum of one hard copy set is submitted for review. The submittal will be stamped as received by Dunn Associates, Inc. when the hard copy is received by our office. Hard copies of small submittals need not be submitted if the Contractor receives the approval for this exception by the Engineer of Record.

BASIS OF DESIGN

1. Governing Building Code---------------------------------------------- International Building Code 20152. Risk Category------------------------------------------------------------- II3. Roof

a: Live Load (Not concurrent with Roof Snow Load)------- 20 psfb: Snow Loads.................................................................30 psf

4. Seismic Design CriteriaA. Mapped Spectral Response Accelerations

1. Short Period Acceleration------------------------------------ SS = 1.2692. 1-Second Acceleration---------------------------------------- S1 = 0.422

B. Spectral Response Coefficients1. Short Period Acceleration------------------------------------ SDS = 0.8462. 1-Second Acceleration---------------------------------------- SD1 = 0.444

C. Site Class (Soil Profile)------------------------------------------- DD. Seismic Importance Factor-------------------------------------- 1.0E. Seismic Design Category---------------------------------------- DF. Effective Structural Seismic Weight--------------------------- WG. Lateral Force Resisting System-------------------------------- Special Reinforced Masonry Shear Walls

1. Response Modification Coefficient------------------------ R = 52. System Overstrength Factor-------------------------------- Ωo = 2.53. Deflection Amplification Factor----------------------------- CD = 3.5 4. Design Base Shear-------------------------------------------- V = Cs*W = 0.169W

H. Analysis Procedure------------------------------------------------- Equivalent Lateral Force 5. Serviceability Criteria

A. Deflection Limits----------------------------------------------------- Total----------------- Live/Snow/WindWall------------------------------------------------------------------------------------- L/240

FOUNDATION

1. Soils Report by:---------------------------------------------------------- Not Available2. Soil Bearing Pressure:-------------------------------------------------- 1500 psf on Native Soil (Assumed)3. Frost Protection:---------------------------------------------------------- 30 inches minimum

EARTHWORK

1. Consult the project specifications and soils report for further earthwork requirements. In absence of information, refer to the following notes.

2. Clearing: The entire building area shall be scraped to remove the top 4" of soil including all vegetation and debris.

3. Contractor shall provide temporary shoring for excavations as required.4. Contractor shall provide measures necessary to prevent damage to or settlement of new or existing

construction and utilities on or adjacent to project site.5. Contractor shall provide dewatering as required to protect the site from flooding.6. Proof rolling: The natural undisturbed soil below all footings shall be proof rolled prior to placing concrete.

Remove all soft spots and replace with compacted structural fill.7. Compacted structural fill: All fill material shall be a well-graded granular material with a maximum size less than

4" and with not more than 10% passing a #200 sieve. Fill beneath footings shall be compacted to 95% of the maximum laboratory density as determined by ASTM D 1557. All fill shall be tested. Compacted structural fill shall be placed in lifts not exceeding 8" in uncompacted thickness.

8. Floor slabs shall be underlain by a granular layer at least 4" thick. The granular layer shall have a maximum size less than 1" with not more than 5% passing a #200 sieve and shall be compacted to at least 90% of the maximum laboratory density as determined by ASTM D 1557.

9. The special inspector shall review all excavations and fill placement prior to placing concrete.

Table Footnotes:a. Cement to comply with ASTM C150. Use Type V cement where required by soils report.b. Air content ± 1.5%, measured at point of final placement. Air-entraining admixtures shall comply with ASTM

C260 (when used). Calcium chloride shall not be added to the concrete mix. Unreinforced concrete slabs on grade may have calcium chloride not exceeding one percent.

c. Air entrainment shall be adjusted for the use of admixtures and fly ash.d. Slump limit ± 1" applies to non-plasticized concrete. Test shall be conducted prior to adding plasticizer if

used.e. These values shall be used for parking slabs on grade or other slabs within the building footprint with

exterior exposure. See civil drawings for site concrete requirements.1. Materials unless noted otherwise:

A. Normal Weight aggregates----------------------------------------------------------- ASTM C33B. Fly Ash, Class F Pozzolan----------------------------------------------------------- ASTM C618C. Reinforcing Steel

1. General------------------------------------------------------------------- ASTM A615 Grade 60D. Deformed Bar Anchors (DBA) ------------------------------------------------------ ASTM A496E. Anchor Bolts: See steel and/or wood section(s) of general notes.F. No aluminum conduit or product containing aluminum or any other material injurious to concrete shall be

embedded in concrete.2. The contractor shall be responsible for the design, detailing, care, placement and removal of all formwork and

shores.A. Supporting forms and shoring shall not be removed until structural members have acquired sufficient

strength to safely support their own weight and any construction load to which they may be subjected. In no case, however, shall forms and shoring be removed in less than 24 hours after concrete placement.

3. Reinforcement shall have the following concrete clear cover:A. Cast-in-place Concrete

1. Cast against and permanently exposed to earth------------------- 3"2. Formed concrete exposed to earth or weather:

#6 thru #18 bars-------------------------------------------------------- 2"#5 and smaller bars--------------------------------------------------- 1 1/2"

3. Concrete not exposed to weather or in contact with ground:Slabs, Walls, Joists; #11 bars and smaller --------------------- 3/4"Beams, Columns: Primary Reinforcement, Ties,-------------- 1 1/2"Stirrups, Spirals

4. Construction Joints and Control Joints:A. Provide a beveled 2" x 4" x continuous or intermittent keyway in all horizontal and vertical construction joints

including between top of footing and foundation walls. In addition, all joints shall be intentionally roughened to a full amplitude of approximately 1/4".

B. Control joints shall be installed in slabs on grade so the length to width ratio of the slab is no more than 1.25:1. Control joints shall be completed within 12 hours of concrete placement. Control joints may be installed by either:1. Saw cut with depth of 1/4 the thickness of the slab2. Tooled joints with depth of 1/4 the thickness of the slab

C. Install construction or control joints in slabs on grade at a spacing not to exceed 30 times the slab thickness in any direction, unless noted otherwise. Construction joints shall not exceed a distance of 125'-0" on center in any direction.

D. Install construction joints in walls at a spacing not to exceed 30 times the wall thickness, except in concrete shear walls. For masonry walls above, align joints in concrete walls with masonry control joints.

Concrete Use Comp. Strength f 'c (psi)

Exposure Classes Air Content (b,c)

Cement Type (a)

Aggregate Size, Max.

Max. W/CM Ratio

Max. Flyash

Slump Limit (d)

F0, S0, W0, C0 I, II3000 0.50 25% 1.5% 1 1/2" 5"Footings

F1, S0, W0, C1 I, II3500 0.50 25% 5% 3/4" 4"Foundation Walls

F0, S0, W0, C0 I, II3500 0.45 25% 1.5% 3/4" 5"Interior Slabs on Grade

F3, S0, W0, C2 I, II5000 0.40 25% 6% 3/4" 4"Exterior Concrete (e)

(reinforced)

F3, S0, W0, C0 I, II4500 0.45 25% 6% 3/4" 4"Exterior Concrete (e)

(unreinforced)

CONCRETE

Concrete shall be supplied in accordance with ACI 318 and the following requirements:

6. ConstructionA. Use chairs or other support devices recommended by the CRSI to support bar and tie reinforcement bars

and WWR prior to placing concrete. WWR shall be continuously supported at 36" on center maximum. Reinforcing steel for slabs on grade shall be adequately supported on precast concrete units. Lifting the reinforcing off the grade during placement of concrete is not permitted.

B. Contractor shall coordinate placement of all openings, curbs, dowels, sleeves, conduits, bolts, inserts and other embedded items prior to concrete placement.

C. All embeds and dowels shall be securely tied to formwork or to adjacent rebar prior to concrete placement.D. No pipes, ducts, sleeves, etc. shall be placed in structural concrete unless specifically detailed or approved

by the structural engineer. Penetrations through walls when approved shall be built into the wall prior to concrete placement. Penetrations will not be allowed in footings or grade beams unless detailed. Piping shall be routed around these elements and footings stepped to avoid piping.

E. Reinforcing bars shall not be welded unless specifically shown on drawings. In such cases, use only AWS standards. Do not substitute reinforcing bars for DBAs or HSAs.

F. Reinforcing bars shall not be field bent, except as shown in the contract drawings or permitted by the EOR.7. Detailing:

A. Lap splice lengths shall be detailed to comply with the "Reinforcing Bar Lap Splice Schedule" contained within the contract drawings. 1. Do not splice stirrups and ties. Do not splice vertical bars in retaining walls unless specifically shown.2. At shear wall boundary elements lap lengths shall be increased by 25%. 3. Splices may be made with mechanical splices capable of 125% of yield strength of the bar being spliced

(Type 1). Splices located within lateral resisting elements shall also develop the tensile strength of the bar (Type 2). Mechanical splices shall be the positive connecting type coupler and shall meet all ACI requirements. Use "Cadweld", "Lenton" Standard Couplers, "Bar-Lock" or equal with internal protector. If mechanical splices are used, splices or couplers on adjacent bars shall be staggered a minimum of 24" apart along the longitudinal axis of the reinforcing bars.

B. All 90, 135 and 180° hooks shown graphically in the drawings shall be detailed as ACI standard hooks, unless noted otherwise.

C. At joints provide reinforcing dowels to match the member reinforcing, unless noted otherwise.D. At all discontinuous control or construction slab on grade joints, provide (2) #4 x 48".E. Provide corner bars at intersecting wall corners using the same bar size and spacing as the horizontal wall

reinforcing.F. All vertical reinforcing shall be doweled to footings, or to the structure below with the same size and spacing

as the vertical reinforcing for the element above. Dowels extending into footings shall terminate with a 90° standard hook and shall extend to within 4" of the bottom of the footing. Footing dowels (#8 bars and smaller) with hooks need not extend more than 20" into footings.

G. See details for reinforcing around miscellaneous openings. All recesses that interrupt reinforcing shall be reinforced the same as an opening.

H. Reference ACI 315 for additional detailing requirements.8. Contractor required to submit concrete mix design for review by the engineer prior to any placement of

concrete.9. All concrete shall be mixed and placed per ACI 304. Contractor shall refer to and follow the recommendations

in ACI 305R for hot weather concreting and ACI 306R for cold weather concreting.10. Contractor is not to backfill against retaining walls unless walls have achieved design strength or have been

shored. Contractor is not to backfill against basement walls without placement of the main floor diaphragm unless the walls have been shored or approval of the EOR has been granted, or it has been noted otherwise on the design drawings.

11. Construction activity or storage of materials shall not take place on newly placed concrete until the concrete achieves sufficient strength to provide adequate support.

MASONRY

1. Materials shall be as follows, unless noted otherwise:A. Design strength of all masonry shall be F'm=1900 psi at 28 days, unless noted otherwise. B. Concrete Masonry Units (CMU) shall be ASTM C-90, Grade N, Type 1, medium weight (115 pcf) with a

minimum unit strength of 1900 psi at 28 days for net area.C. Mortar shall be ASTM C270 Portland cement - lime, type “S”, with a minimum compression strength of 1800

psi at 28 days. See specifications for additives allowed. Masonry mortars and masonry cements are not allowed. Use type “M” mortar for masonry below grade (2500 psi).

D. Grout shall be ASTM C476, with a minimum compression strength at least equal to the design strength F'm at 28 days. Limit fly ash to 25% of the total cementitious material. Slump shall be between 8” and 11”.

E. Reinforcing bars shall be ASTM A615, grade 60, (Fy = 60 ksi) except only ASTM A706, grade 60, “low alloy”steel shall be used for reinforcing shown to be welded.

F. Joint Reinforcing shall be ASTM A951, galvanized, standard class, ladder type with #9 wire per ASTM A82.G. Deformed Bar Anchors (DBA) shall be ASTM A496.H. Headed Stud Anchors (HSA) shall be ASTM A108.I. Anchor Bolts shall be ASTM A307. Heavy hex nuts and hardened washers shall be ASTM A563 and ASTM

F436 respectively.J. Mechanical splice couplers shall be ASTM A1034 and shall be capable of developing 125% of the specified

yield strength of the bar.2. Construction Requirements

A. All masonry construction, workmanship, and materials shall comply with TMS 602/ACI 530.1/ASCE 6, “Specifications for Masonry Structures”.

B. All masonry units shall be stored under cover at the job site. Do not use any frozen materials.C. Prior to placing masonry, check with all trades to insure proper placement of openings, block outs, sleeves,

curbs, conduits, bolts, inserts, embeds, dowels, etc.D. During construction, cover and protect the top of all constructed masonry at the end of each day.E. All masonry walls, lintels, and columns shall be built with running bond, typical unless noted otherwise.F. Mortar joints for all hollow units, both vertical head joints and horizontal bed joints, shall be bedded for a

distance at least equal to the thickness of the face shells. The webs each side of cells to be grouted shall be bedded as well. Mortar joints for all solid masonry units, both vertical head joints and horizontal bed joints, shall be fully bedded.

G. Do not use mortar for grout.H. Grout pours shall be limited to 4'-0” in height and shall be placed in accordance with low lift procedures,

typical, unless noted otherwise.I. Grout pours shall terminate flush with the top of the uppermost unit except at cells with vertical reinforcing

where the grout shall be 1-1/2” below the top of the unit to provide a construction key.J. Grout shall be consolidated by mechanical vibration during placement and reconsolidated after excess

moisture has been absorbed but before workability is lost. Puddling or rodding of grout is not allowed.K. Grout solid all cells which contain reinforcing, bolts, anchors, etc., and as otherwise specified. Grout solid

all cells below grade. Grout solid all lintels and columns. Do not grout walls solid unless specifically noted as such. Grout solid around all joist and beam bearing pockets after installation of beams and joists, typical, unless noted otherwise.

L. Vertical cells to be filled with grout shall have vertical alignment sufficient to maintain a clear, unobstructed, vertical cell measuring not less than 2” x 3”.

M. Masonry control joint spacing shall not exceed 26'-0”. Control joints in reinforced masonry shall not occur at the face of masonry lintel supports. See architectural drawings for locations of control joints.

N. Penetrations shall not be allowed through any masonry lintel, column, pilaster, or jamb without the EOR's prior written approval. Penetrations shall be re-routed as required at these locations. Penetrations through masonry walls shall be built into the wall as the wall is being constructed and shall be reviewed by the EOR prior to installation.

O. Masonry walls and columns shall be securely braced until floor and/or roof systems have been installed and are capable of stabilizing the masonry.

P. Where horizontal reinforcing bars join concrete walls, columns, or pilasters, reinforcing shall be continuous. Also, a key shall be provided between the masonry and the concrete. Fill the key with grout.

Q. Bolt holes in face or end shells shall have a diameter two inches larger than the bolt diameter and the hole shall be filled with grout.

R. Post-installed anchor bolts shall only be installed with prior written approval of the EOR. When used, they shall be installed in solid material. Grout solid at cavity locations. All bolt holes to be filled with epoxy shall be wire brushed and cleaned with compressed air per manufacturer's recommendations.

3. Detailing RequirementsA. Reinforcing steel shall be free of loose flakey rust, scale, grease, oil, dirt, or other deleterious materials

which might affect or impair bond.B. Minimum grout coverage for reinforcing bars shall be one bar diameter, but not less than ¾”. When

masonry is exposed to soil, minimum coverage shall be 1-1/2”. Minimum mortar coverage for joint reinforcing shall be 5/8” from exposed face.

C. Reinforcing steel shall be placed prior to grouting and shall be placed, positioned, and located according to the structural drawings. It shall be secured against displacement by wire positioners or other suitable devices at intervals not to exceed 200 bar diameters or ten feet, and at all bar splice locations.

D. Lap all masonry reinforcing are as follow:1. One bar/cell, typical: #3=12”, #4=13”, #5=20”, #6=39”, #7=53”, #8=82”, #9=106”.2. Two bars/cell, typical: #3=12”, #4=22”, #5=35”, #6=70”, #7=84”, #8=96” and #9=109”.

E. Vertical reinforcing shall be doweled into the foundation wall, footing, or structure below with the same size bar, spacing, and in same core as the vertical reinforcing in the wall above.

F. Horizontal reinforcing shall be continuous through masonry walls, columns, and pilasters.G. Horizontal reinforcing at masonry control joints shall be continuous through the joint, typical, unless noted

otherwise.H. Reinforcing bars shall not be field bent, except as shown in the contract drawings or permitted by the EOR.I. Walls:

1. Masonry walls shall be built as an integral unit at corners and intersections. Reinforcing shall be continuous and back to back end shells shall be removed at each course.

2. Vertical reinforcing shall be placed in the center of the wall, typical, unless each face is specified or unless noted otherwise.

3. Vertical reinforcing shall be provided at each corner and intersection.4. Horizontal corner bars shall be provided at all wall intersections and corners. Use same size and

spacing as horizontal reinforcing. Provide proper lap lengths.5. Horizontal reinforcing shall terminate with a standard hook at the edge of openings and at ends of walls.6. Horizontal reinforcing shall occur at the top and bottom course of all masonry walls except the bottom

course horizontal reinforcing may be omitted when the wall is doweled to a concrete foundation wall below.

J. Lintels1. Masonry lintels shall be built as an integral part with the support. No “toothing” or doweling only will be

permitted. Masonry units with one open end (“A” blocks) shall be used in all masonry lintels. Back-to-back end shells are not allowed. Grout all masonry lintels solid for full depth and width shown in the masonry lintel schedule.

2. Reinforcing shown in the masonry lintel schedule is in addition to standard wall reinforcing.3. Horizontal reinforcing bars in the top of the lintel shall be placed in the top 4 inches of the lintel and shall

extend a minimum of 72 bar diameters beyond the face of the opening or shall be hooked if required.4. Horizontal reinforcing bars in the bottom of the lintel shall be placed in the bottom four inches of the lintel

and shall extend a minimum of 24 inches beyond the face of the opening or shall be hooked if required.5. Vertical reinforcing bars shall hook around the bottom horizontal reinforcing bars. They shall also hook

around the top horizontal reinforcing bars or extend into the wall above the lintel a minimum of 48 bar diameters.

6. Do not splice horizontal top or bottom bars of lintels, typical unless noted otherwise.7. For openings not shown, use similar lintel as shown in that wall or type of wall for similar length openings.

Verify with the EOR.8. Use the following masonry lintel sizes for openings in non-bearing masonry walls.

Width of Opening Lintel Depth Horizontal ReinforcingUp to 4'-0” 16” (2) #5 bottomUp to 8'-0” 24” (2) #5 top and bottomUp to 10'-0” 32” (2) #5 top and bottomFor wider openings contact the EOR. See the masonry lintel schedule for additional information.

K. Columns/Jambs1. All masonry column ties shall terminate with a 135 degree hook plus a 6 bar diameter extension (4”

minimum). Horizontal wall reinforcing shall be placed inside the column vertical reinforcing.2. Grout jambs solid for full height of wall (floor to floor and/or roof) at sides of openings; one cell for each

4'-0” of span or portion thereof. Reinforce with (2) #5 vertical bars in each grouted cell with one bar placed at each face of wall, typical unless noted otherwise. See contract documents for other reinforcing requirements.

L. Reinforcing shall not be welded unless specifically noted otherwise. In such cases, use AWS D1.4 standards. Do not substitute bars for DBA's or HSA's.

M. Epoxy Coated reinforcing shall only be used when specifically noted. Increase lap lengths as required by the IBC and ACI.




54321

D

C

B

A DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.

NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED

This

dra

win

g, a

s an

inst

rum

ent o

f pro

fess

iona

l ser

vice

, is

the

prop

erty

of D

UN

N A

SSO

CIA

TES

INC

, and

sha

ll no

t be

used

, in

who

le o

r par

t for

any

oth

er p

roje

ct w

ithou

t the

writ

ten

perm

issi

on o

f an

auth

oriz

ed re

pres

enta

tive

of D

UN

N A

SSO

CIA

TES

INC

. Una

utho

rized

use

will

be p

rose

cute

d to

the

fulle

st e

xten

t of t

he la

w. C

opyr

ight

© 2

018

by D

UN

N A

SSO

CIA

TES

INC

.

11/2

0/2

01

8 2

:20:1

2 P

M

GENERAL

STRUCTURAL

NOTES

Author

2100 W

ES

T 1

1400 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

4095

SA

LT

LA

KE

CO

UN

TY

18142

11/20/2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

S001

Checker

11/20/2018PERMIT SET

11/15/2018

GENERAL STRUCTURAL NOTES

# Date Revision

11/20/2018

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

PREFABRICATED WOOD TRUSSES

1. The prefabricated metal plate wood trusses shall be designed per the locally adopted building code and signed and sealed by a Professional Engineer registered in the same state as the project location. They shall be designed to support the concentrated and distributed loads shown on the framing plans in addition to the following uniform loads:Member-------------------------Dead--------------------Live*---------------Snow** Top Chord---------------------10 psf--------------------0 psf---------------30 psfBottom Chord-----------------10 psf-------------------10 psf---------------0 psf* The bottom chord live load is not concurrent with top chord live load.**Loads caused by drifting, unbalanced or sliding snow should be accounted for and are not included in uniform loads given.

Designs shall include additional Dead Load of 9 psf at all overbuild framing locations. Design all wood trusses and bearing attachments for wind uplift, assuming a dead load of 8 psf to resist uplift. The structural, mechanical, and architectural plans may show additional loading information (examples: snow drifts, point loads, drag strut loads, hanging partition walls, mechanical equipment weights, etc.). Loads shown on these other sheets shall be incorporated in the design of the trusses. Provide additional trusses as required.

2. The location of vertical and lateral supports for all trusses shall be compatible with the overall design of the building. In general, roof and/or floor decks shall provide the lateral restraint for trusses. The exception to this rule occurs at drag trusses in line with and directly over parallel shear walls labeled “PFT OVER SW” on plan. At these locations, horizontal diaphragm forces shall be applied to the truss top chord, conveyed to the truss bottom chord and transferred to the shear wall below. Uplift reactions from wind and/or seismic forces shall be provided at each end of the shear wall.

3. All trusses perpendicular to and vertically supported by exterior walls shall be designed to brace the exterior wall for wind and/or seismic forces normal to the wall. The horizontal wind and/or seismic forces on the upper half of the wall shall be applied to the truss at the vertical bearing support.

4. The deflection of all prefabricated wood trusses shall be limited to L/240 for total load and L/360 for live load at the roof and L/360 for total load and L/480 for live load at the floors, unless noted otherwise.

5. Use a load duration factor of 1.0 for live loads and for snow loads above 5000' elevation.6. All truss-to-truss and truss uplift connections shall be designed and provided by the truss manufacturer. See

wood schedules for a selection of uplift connector options.7. Steel connectors are specified at truss bearing locations in the typical details of these documents. Where truss

reactions exceed the capacity of specified connectors, the truss designer shall specify an appropriate alternate connector in the shop drawings.

8. Design, handling, erection, and permanent bracing of metal plate connected wood trusses shall be in accordance with ANSI/TPI-1, National Design Standard for Metal Plated Connected Wood Truss Construction.

9. All steel gusset plates shall be galvanized and shall be approved by the "Research Committee for the International Conference of Building Officials." Submit a copy of the ICC Report for the gusset used. Values established by this committee must be indicated on the shop drawings.

10. All gussets shall be located on the joint as the stresses require.11. Gussets shall be pressed or rolled into member to obtain full penetration without crushing the outer surfaces of

wood.12. No wane, knots, skips, or other defects shall occur in the plated contact area or scarfed area of web members.

Plates shall be centered with one required each side of wood truss.13. The trusses shall be handled and stored in a manner to prevent moisture from being absorbed by the wood.14. Requirements for truss stability and erection shall comply with the Truss Plate Institute publications entitled

"Commentary and Recommendations for Bracing Wood Trusses" and "Commentary and Recommendations for Handling and Erecting Wood Trusses." The contractor shall have copies of these publications on site and shall be familiar with their contents.

15. Shop Drawings: All loads included in the design of the trusses shall be shown on the truss layout plan. Complete calculations and shop drawings indicating all member forces, stresses, duration factors, lumber grades, truss to truss connections, steel gusset plate sizes and locations shall be submitted and reviewed by the engineer before fabrication. Each gusset shall be dimensioned on the shop drawings as to its exact location at the joint. Dimensions, roof slopes, overhangs, and ceiling elevations shall be shown in the shop drawings per the architectural drawings.

WOOD

1. Materials (Dry service conditions assumed for each type)A. Dimension Lumber and Timbers (Sawn Lumber)

1. All dimensioned lumber shall comply with USDOC PS20.2. Visually graded dimension lumber shall be Douglas Fir-Larch #2 or better. 3. Visually graded timbers (5" x 5" and larger) shall be Douglas Fir-Larch #1 or better.4. Machine stress rated (MSR) lumber shall be 1600f-1.6E or better.5. Approved end jointed lumber may be used interchangeably with solid sawn members of the same

species and grade.B. Wood Structural Panel Sheathing

1. Wood structural panels shall conform to the requirements for its type in USDOC PS1 or USDOC PS2. The panels must be identified by the trademarks of the approving testing and inspection agency.

2. Wood sheathing shall be APA rated sheathing Exposure 1 unless noted otherwise. See plans and schedules for thickness and span rating.

C. Nails1. All Nails shall conform to the requirements specified in ASTM F1667, "Standard Specification of Driven

Fasteners: Nails, Spikes and Staples."2. All nails shall be common nails with the following properties:

Nail------------------Shank Diameter--------------------------------Min. Penetration into Support6d--------------------0.113"--------------------------------------------1.25"8d--------------------0.131"--------------------------------------------1.50"10d-------------------0.148"--------------------------------------------1.63"12d-------------------0.148"--------------------------------------------1.63"16d-------------------0.162"--------------------------------------------1.75"Nails with properties less then those listed above shall not be used without prior written approval from Dunn Associates, Inc.

3. Nails with "T", brad, finish or casing heads are not permitted. Nails with Round (full), Offset, Oval, Clipped or Notched heads are acceptable.

4. Deformed shank nails shall have either a helical (screw) or an annular (ring) shank.D. Bolts

1. Anchor Bolts: ASTM F1554 Grade 36 (or A307 Grade A/C or A36)2. Connection Bolts: ASTM A307 Grade A/C or ANSI Standard B18.2.1.3. Bolt holes shall be a minimum of 1/32" to a maximum of 1/16" larger than the bolt diameter. Holes shall

be accurately aligned in main members and side plates or side members. Bolts shall not be forcibly driven.

4. At all bolted connections, provide a standard cut or larger washer or metal plate between the wood and the bolt head and between the wood and the nut.

E. Connection Hardware1. All connection hardware shown shall be supplied by Simpson Strong-Tie Incorporated. 2. Install all hardware per the manufacturer's guidelines.3. Connection hardware of equal design properties, including USP Structural Connectors or other

manufacturers may be substituted with written approval from Dunn Associates, Inc.2. All fasteners in contact with preservative-treated or fire-treated wood shall be hot-dipped zinc-coated

galvanized or stainless steel.3. All wood in contact with concrete, masonry or soil shall be preservative-treated or redwood.4. General framing and carpentary should be connected as per the "THE MINIMUM NAILING SCHEDULE"

unless noted otherwise.5. Provide solid shaped blocking at least 2" (nominal) thick and full depth of joist at ends and at each support of

joist. Provide approved bridging at an 8'-0" on center maximum between joist end supports. 6. Solid blocking at eaves may be omitted where required for ventilation (1 block in 5 blocks), UNO.

SPECIAL INSPECTION, TESTING AND STRUCTURAL OBSERVATION REQUIREMENTS

1. Special Inspections and TestingA. Special inspections and testing as required per the construction documents and per IBC Chapter 17 shall be

provided for this project unless waived by the Building Official.B. An independent agency/agencies employed by the Owner, shall perform the special inspection and testing

services required. C. The special inspection and testing requirements of this section of the General Structural Notes and the

special inspection tables serve as the Engineer of Record's statement of special inspections and structural observations required by IBC Chapter 17.

2. Contractor ResponsibilitiesA. Each Contractor responsible for the construction of a main wind or seismic force-resisting system, a

designated seismic system, or a wind or seismic force-resisting component shall submit a written statement of responsibility to the Building Official and Owner prior to commencing with the work involved. It shall contain acknowledgement of awareness of the special inspection and testing requirements.

B. The Contractor shall coordinate and cooperate with all the required inspections, testing, and/or structural observations required for the project. The Contractor shall not proceed with subsequent work until required inspections, testing, and/or structural observations have been provided.

C. The Contractor shall correct all work found to be deficient, and re-test at no additional cost to the Owner.D. The Contractor shall notify the Engineer of Record at least (7) days prior to any required structural

observations.E. Submit all required documentation to the Special Inspector for review.

3. Special Inspector ResponsibilitiesA. Each Special Inspector shall be a qualified person who shall demonstrate competence and relevant

experience or training, to the satisfaction of the Building Official, for the inspection of the particular type of construction or operation requiring special inspection.

B. Special Inspectors shall keep records of their inspections.C. Inspection reports shall indicate whether the work inspected was or was not completed in accordance with

the construction documents and the referenced building codes.D. Non-conforming work and/or discrepancies shall be brought to the Contractor's immediate attention for

correction.E. The Special Inspector shall notify the Architect/Engineer of any non-conforming work or discrepancies that

the Contractor cannot readily correct.F. Any uncorrected non-conforming work or discrepancies shall be brought to the attention of the

Architect/Engineer and the Building Official prior to completion of that phase of the work.G. Submit the following to the Building Official:

1. Special Inspections and Testing Reports.2. Certificates of Compliance for:

a. Fabrication of structural elements from approved fabricators.b. The seismic qualifications of nonstructural components, supports, and attachments.c. Designated Seismic Systems.

3. Reports of:a. Pre-construction tests for shotcrete.b. Material properties verifying compliance with the requirements of AWS D1.4 for weldability for

reinforcing bars other than ASTM A706.c. Mill tests for ASTM A615 reinforcing bars used to resist earthquake induced forces in special moment

frames, special structural walls or coupling beams in structures assigned to Seismic Design Category B, C, D, E, or F.

4. Special InspectionsA. Fabricated Items (1704.2.5): Where fabrication of structural, load bearing or lateral load-resisting members

or assemblies is being conducted on the premises of a fabricator's shop, special inspections of the fabricated items shall be performed during fabrication. Special inspections during fabrication are not required where the work is done on the premises of a fabricator registered and approved by the building official to perform such work without special inspection. At the completion of fabrication, the approved fabricators shall submit a certificate of compliance to the Owner for submittal to the Building Official.

B. Concrete (1705.3): Special inspections and tests of concrete construction shall be performed in accordance with Table 1705.3 in the construction documents.1. In the absence of sufficient data or documentation providing evidence of conformance to quality

standards for concrete materials, the building official shall require testing in accordance with the appropriate standards and criteria for the materials.

C. Masonry (1705.4): Special inspections and tests of masonry construction shall be performed in accordance with the Quality Assurance program requirements of ACI 530 and 530.1.1. Engineered masonry and vertical masonry foundation elements in Risk Categories I, II and III shall be

special inspected per Table 3.1.2- Masonry Level B Quality Assurance in the construction documents.D. Wood (1705.5): Special inspections of prefabricated wood structural elements and assemblies shall be

performed in accordance with the Fabricated Items section 4.A above. E. Soils (1705.6): Special inspections and tests of existing site soil conditions, fill materials, placement, and

load-bearing requirements shall be performed in accordance with the approved soils report and Table 1705.6 in the construction documents. The Special Inspector shall verify that proper materials and procedures are used. The approved geotechnical report and the construction documents shall be used to determine compliance

F. Post-Installed Anchors: Special inspections and tests shall be performed during installation of post-installed anchors according to the requirements of the ICC Evaluation Report and table 1705.3 in the construction documents. 1. Testing shall be done according to the more stringent requirements of the ICC Evaluation Report.

G. See architectural drawings for additional required inspections pertaining to sprayed fire-resistant materials (1705.14), mastic and intumescent fire-resistant coatings (1705.15), EIFS (1705.16), fire resistant penetrations and joints (1705.17), or smoke control systems (1705.18).

5. Special Inspections for Seismic Resistance (1705.12): Special inspections for seismic resistance are required for this project per IBC section 1705.12. Provide as follows:A. Structural Wood (1705.12.2): For the seismic force-resisting systems of structures assigned to Seismic

Design Category B, C, D, E, or F:1. Continuous special inspection shall be required during field gluing operations of elements of the seismic

force-resisting system.2. Periodic Special Inspection shall be required for nailing, bolting, anchoring and other fastening of

elements of the seismic force-resisting system, including wood shear walls, wood diaphragms, drag struts, braces, shear panels, and hold downs.Exception: Special inspections are not required for wood shear walls, shear panels, and diaphragms, including nailing, bolting, anchoring, and other fastening to other elements of the seismic force-resisting system, where the fastener spacing of the sheathing is more than 4” on center.

B. Designated Seismic Systems (1705.12.4): For structures assigned to Seismic Design Category C, D, E, or F, the Special Inspector shall examine designated seismic systems requiring seismic qualifications in accordance with ASCE7 Section 13.2.2, and verify that label, anchorage and mounting conforms to the certificate of compliance.

C. Architectural Components (1705.12.5): Periodic special inspection is required for the erection and fastening of exterior cladding, interior and exterior nonbearing walls and interior and exterior veneer in structures assigned to Seismic Design Category D, E, or F.1. Access Floors. Periodic special inspection is required for the anchorage of access floors in structures

assigned to Seismic Design Category D, E, or F.D. Plumbing, Mechanical, and Electrical Components (1705.12.6): Periodic special inspection of plumbing,

mechanical, and electrical components shall be required for the following:1. Anchorage of electrical equipment for emergency and standby power systems in structures assigned to

Seismic Design Category C, D, E, or F.2. Anchorage of other electrical equipment is structures assigned to Seismic Design Category E or F.3. Installation and anchorage of piping systems designed to carry hazardous materials and their associated

mechanical units in structures assigned to Seismic Design Category C, D, E, or F.4. Installation and anchorage of ductwork designed to carry hazardous materials in structures assigned to

Seismic Design Category C, D, E, or F.5. Installation and anchorage of vibration isolated systems in structures assigned to Seismic Design

Category C, D, E, or F where the approved construction documents require a nominal clearance of 1/4”or less between the equipment support frame and restraint.

6. Testing for Seismic Resistance (1705.13): Testing for seismic resistance is/is not required for this project per IBC section 1705.13. Provide as follows:A. Non-Structural Components (1705.13.2): For structures assigned to Seismic Design Category B, C, D, E, or

F where the requirements of ASCE 7 Section 13.2.1 for nonstructural components, supports or attachments are met by seismic qualification as specified in Item #2 therein, the registered design professional of the applicable discipline shall specify on the approved construction documents the requirements for seismic qualification by analysis, testing, or experience data. Certificates of Compliance for the seismic qualification shall be submitted to the Building Official.

B. Designated Seismic Systems (1705.13.3): For structures assigned to Seismic Design Category C, D, E, or F and with designated seismic systems that are subject to the requirements of ASCE 7 Section 13.2.2 for certification, the registered design professional of the applicable discipline shall specify on the approved contract documents the requirements to be met by analysis, testing, or experience data as specified therein. Certificates of Compliance documenting that the requirements are met shall be submitted to the Building Official.

7. Special Inspections for Wind Resistance (1705.11): Special inspections for wind resistance are/are not required for this project per IBC Section 1705.11.

8. Structural Observations/Site Observations (1704.6): Structural observations are not required for this project per IBC section 1704.6. 8.1 Site Observations are part of the Dunn Associates, Inc. contract with the Architect/Owner. The stages of

construction listed below will serve as suggested stages of construction to be observed. The Contractor shall notify (in writing) the Engineer of Record at least 7 days prior to the following stages of construction so that the Engineer may have the opportunity to review the work.1. Initial placing of any concrete, including but not limited to: footings, shear walls, moment frame beams,

post-tensioned slabs, slabs on grade or concrete over steel deck2. Initial grout pours for masonry walls3. Completion of structural roof deck

8.2 Structural observation/Site observation reports will be provided to the Architect. Distribution to the Contractor, Owner, and/or Building Official will be through the Architect.

9. Seismic/Wind Main Force Resisting Systems That Require Special InspectionsA. Masonry Shear WallsB. Wood Diaphragms

DEFERRED SUBMITTALS

1. Deferred submittals are items that are not part of our scope which require architectural and/or engineering review. Deferred submittals include plans, details, calculations and/or other relevant design information stamped by a Professional Engineer licensed in the state in which construction will occur.

2. Deferred submittals shall first be submitted to the project architect and/or engineer for review and coordination. Upon completion of the architect/engineer review, the architect/engineer will submit the deferred submittals to the Building Official for review and approval. The submittal to the Building Official shall include a letter stating that the architect/engineer review has been performed and that the plans and calculations for the deferred submittal items are found to be in general conformance with the design drawings with no exceptions.

3. Construction related to deferred submittals shall not commence until the Building Official has approved the submittal. Approved deferred submittals shall be available at the jobsite throughout construction.

4. Items requiring deferred submittals are listed below. These items shall be designed and fabricated by the manufacturer according to specifications given in the construction documents.A. Prefabricated Wood Trusses (by roof truss manufacturer)

ABBREVIATIONS

AB Anchor BoltABV AboveALT AlternateARCH ArchitectADD'L Additional

BFB Braced Frame BeamBFC Braced Frame ColumnBLDG BuildingBLKG BlockingBLW BelowBM BeamBN Boundary NailBOTT BottomBRB Buckling Restrained BraceBRDG BridgingBRG BearingBTWN BetweenBYND Beyond

CANT CantileveredCGS Center of Gravity of StrandCJ Control Joint CJP Complete Joint PenetrationCL Center LineCMU Concrete Masonry UnitCOL ColumnCONC ConcreteCONN ConnectionCONT ContinuousCOORD CoordinateCS Coil StrapCTR Center

DB Deck BearingDBA Deformed Bar AnchorDBL DoubleDCW Demand Critical WeldDET DetailDIA DiameterDIM DimensionDWG Drawing

(E) ExistingEA EachEF Each FaceEL ElevationELEC ElectricalEN Edge NailENGR EngineerEQ EqualEQUIP EquipmentEQ SP Equally SpacedEW Each WayEJ Expansion JointEXT Exterior

FLR FloorFND FoundationFTG Footing

ga GageGALV GalvanizedGLB Glued Laminated BeamGSN General Structural NotesGT Girder Truss

HD Hold-downHORIZ HorizontalHSA Headed Stud AnchorHSS Hollow Structural Section

IBC International Building CodeICC International Code CouncilINT Interior

JST Joist

K Kip(s) = 1000 PoundsKLF Kips Per Lineal FootKSF Kips Per Square Foot

LB Pounds (#)LOC LocationLSL Laminated Strand LumberLVL Laminated Veneer Lumber

MAS MasonryMAX MaximumMECH MechanicalMEZZ MezzanineMFB Moment Frame BeamMFC Moment Frame ColumnMFR ManufacturerMIN MinimumMISC MiscellaneousMTL Metal

NTS Not To Scale

oc On CenterOPNG OpeningOPP OppositeOSB Orientated Strand Board

PAF Power Actuated FastenerPCF Pounds per Cubic FootPEN Penetrate or PenetrationPERP PerpendicularPFT Pre-Fabricated TrussPJP Partial Joint PenetrationPL Plate PLF Pounds per Lineal FootPREFAB PrefabricatedPSF Pounds per Square FootPSI Pounds per Square InchPT Post TensionPT/DF Pressure Treated Douglas Fir

(or appropriate species for region)

REINF ReinforceREQD RequiredRTU Roof Top Unit

SCHED ScheduleSFRS Seismic Force Resisting SystemSHTG SheathingSIM SimilarSOG Slab on GradeSTD StandardSTIFF StiffenerSTL SteelSTRUCT StructuralSW Shear Wall

T&B Top and BottomT&G Tongue and GrooveTEMP TemperatureTHRU ThroughT/ Top ofTYP Typical

UNO Unless Noted Otherwise

VERT Vertical

W/ WithWWR Welded Wire ReinforcementWP Working Point



54321

D

C

B

A

Architectural NEXUS, Inc.930 R StreetSacramento, CaliforniaT 916.443.5911 http://www.archnexus.com

DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.


This

dra

win

g, a

s an

inst

rum

ent o

f pro

fess

iona

l ser

vice

, is

the

prop

erty

of D

UN

N A

SSO

CIA

TES

INC

, and

sha

ll no

t be

used

, in

who

le o

r par

t for

any

oth

er p

roje

ct w

ithou

t the

writ

ten

perm

issi

on o

f an

auth

oriz

ed re

pres

enta

tive

of D

UN

N A

SSO

CIA

TES

INC

. Una

utho

rized

use

will

be p

rose

cute

d to

the

fulle

st e

xten

t of t

he la

w. C

opyr

ight

© 2

018

by D

UN

N A

SSO

CIA

TES

INC

.

11/2

0/2

01

8 2

:20:1

2 P

M

GENERAL

STRUCTURAL

NOTES

Author

2100 W

ES

T 1

1400 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

4095

SA

LT

LA

KE

CO

UN

TY

18142

11/20/2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

S002

Checker


11/15/2018

# Date Revision


11/20/2018

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

TYPE

CONTINUOUSSPECIAL

INSPECTION

PERIODICSPECIAL

INSPECTION

TABLE 1705.6: REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS

TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION

TABLE 1705.3: REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION

REFERENCED STANDARD IBC REFERENCEa

TABLE 3.1.2: MASONRY LEVEL B QUALITY ASSURANCE(RISK CATEGORY I, II, AND III ENGINEERED MASONRY)

INSPECTION TASK FREQUENCY

PERIODIC

REFERENCE FOR CRITERIA

MINIMUM TESTS

MINIMUM SPECIAL INSPECTION

CONTINUOUS TMS 402 /ACI 530 /ASCE 5

TMS 602 /ACI 530.1 /

ASCE 6

- X -

- X -

- X -

XX -

-

- X

X -

X -

- X

X

X

-

- X

X

- X

-

X -

- X

- X1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity.

2. Verify excavations are extended to proper depth and have reached propermaterial.

3. Perform classification and testing of compacted fill materials.

4. Verify use of proper materials, densities and lift thickness during placementand compaction of compacted fill.

5. Prior to placement of compacted fill, inspect subgrade and verify that site has been prepared properly.

1. Inspect reinforcement , including prestressing tendons, and verify placement

2. Reinforcing bar weldinga. Verify weldability of reinforcing bars other than

ASTM A 706;b. Inspect single-pass fillet welds, maximum

5/16"; andc. inspect all other welds

3. Inspect anchors cast in concrete.

5. Verify use of required design mix.

6. Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete.

7. Inspect concrete and shotcrete placement for proper application techniques.

8. Verify maintenance of specified curing temperature and techniques.

9. Inspect prestressed concrete for:a. Application of prestressing forces; andb. Grouting of bonded prestressing tendons.

10.Inspect erection of precast concrete members.

11.Verify in-situ concrete strength, prior to stressing of tendonsin post-tensioned concrete and prior to removal of shores and formsfrom beams and structural slabs.

12.Inspect formwork for shape, location and dimensions of the concretemember being formed.

ACI 318: 26.10.1(b)

ACI 318: 26.10.2

ACI 318: Ch. 26.8

ACI 318: 26.9.2.1ACI 318: 26.9.2.3

ACI 318: 26.4.7-26.4.9

ACI 318: 26.4.5

ASTM C 172ASTM C 31

ACI 318: 26.4.5, 26.12

ACI 318: Ch 19, 26.4.3, 26.4.4

AWS D1.4ACI 318: 26.5.4

ACI 318 Ch. 20, 25.2, 25.3, 26.5.1-26.5.3

1908.4

1904.1, 1904.2 1908.2, 1908.3

1908.10

1908.6, 1908.7, 1908.8

1908.9

ACI 318; 17.8.2

X

X

4. Inspect anchors post-installed in hardened concrete members.a. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loadsb. Mechanical anchors and adhesive anchors not defined in 4.a.

ACI 318: 17.8.2.4

For SI: 1 inch = 25.4 mm.a. Where application, see also Section 1705.12. Special inspection for seismic resistance.b. Specific requirements for special inspection shall be included in the research report for the anchor issued by an approved source in accordance

with 17.8.2 in ACI 318 or other qualification procedures. Where specific requirements are not provided, special inspection requirements shallbe specified by the registered design professional and shall be approved by the building official prior to the commencement of the work.

Verification of Slump flow and Visual Stability Index (VSI) as delivered to the project site inaccordance with Specification Article 1.5 B.1.b.3 for self consolidating grout.

2. As masonry construction begins, verify that the following are in compliance:

b. Construction of mortar joints

a. Proportions of site-prepared mortar

1. Verify compliance with the approved submittals

c. Grade and size of prestressing tendons and anchorages

d. Location of reinforcement, connectors, and prestressing tendons and anchorages

e. Prestressing technique

f. Properties of thin-bed mortar for AAC masonry

3. Prior to grouting, verify that the following are in compliance:

a. Grout space

b. Grade, type, and size of reinforcement and anchor bolts, and prestressing tendons and anchorages

c. Placement of reinforcement, connectors, and prestressing tendons and anchorages

d. Proportions of site-prepared grout and prestressing grout for bonded tendons

e. Construction of mortar joints

4. Verify during construction:

a. Size and location of structural elements

b. Type, size, and location of anchors, including other details of anchorage of masonry to structural members, frames, or other construction

c. Welding of reinforcement

d. Preparation, construction, and protection of masonry during coldweather (temperature below 40°F (4.4°C)) or hot weather(temperature above 90°F (32.2°C))

e. Application and measurement of prestressing force

f. Placement of grout and prestressing grout for bonded tendons is in compliance

g. Placement of AAC masonry units and construction of thin-bed mortar joints

5. Observe preparation of grout specimens, mortar specimens, and/or prisms

(a) Frequency refers to the frequency of inspection, which may be continuous during the task listed or periodically during the listed task, as defined in the table.(b) Required for the first 5000 square feet (465 square meters) of AAC masonry.(c) Required after the first 5000 square feet (465 square meters) of AAC masonry.

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

(b) (c)

(b) (c)

Art. 3.3 F

Art. 1.8 C, 1.8 D

Art. 3.5, 3.6 C

Art. 3.3 B.9, 3.3F.1.b

Art. 3.6 B

Sec. 8.1.6.7.2, 9.3.3.4(c), 11.3.3.4(b)

Sec. 1.2.1(e), 6.1.4.3, 6.2.1

Art. 1.5

Art. 2.1, 2.6 A

Art. 3.3 B

Art. 2.4 B, 2.4 H

Art. 3.4, 3.6 A

Art. 3.6 B

Art. 2.1 C

Art. 3.2 D, 3.2 F

Art. 2.4, 3.4

Art. 3.2 E, 3.4, 3.6 A

Art. 2.6 B, 2.4 G.1.b

Art. 3.3 B

(a)

Sec. 6.1

Sec. 6.1, 6.2.1, 6.2.6, 6.2.7

Art. 1.4 B.2.a.3, 1.4 B.2.b.3, 1.4 B.2.c.3, 1.4 B.3, 1.4 B.4

Verification of f ' and f ' in accordance with Specification Article 1.4 B prior to construction, except wherespecifically exempted by this Code

-

-

m ACC

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

X

ACI 318: 17.8.2

-

X

-

-

-

-

b

-

-



54321

D

C

B

A

Architectural NEXUS, Inc.930 R StreetSacramento, CaliforniaT 916.443.5911 http://www.archnexus.com

DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.


This

dra

win

g, a

s an

inst

rum

ent o

f pro

fess

iona

l ser

vice

, is

the

prop

erty

of D

UN

N A

SSO

CIA

TES

INC

, and

sha

ll no

t be

used

, in

who

le o

r par

t for

any

oth

er p

roje

ct w

ithou

t the

writ

ten

perm

issi

on o

f an

auth

oriz

ed re

pres

enta

tive

of D

UN

N A

SSO

CIA

TES

INC

. Una

utho

rized

use

will

be p

rose

cute

d to

the

fulle

st e

xten

t of t

he la

w. C

opyr

ight

© 2

018

by D

UN

N A

SSO

CIA

TES

INC

.

11/2

0/2

01

8 2

:20:1

2 P

M

GENERAL

STRUCTURAL

NOTES

Author

2100 W

ES

T 1

1400 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

4095

SA

LT

LA

KE

CO

UN

TY

18142

11/20/2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

S003

Checker


11/15/2018

# Date Revision


11/20/2018

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

ML-

1M

L-1

ML-

1M

L-1

ML-

1M

L-1

ML-

1M

L-1

ML-

1M

L-1

ML-2ML-2ML-2ML-2ML-2ML-2ML-2ML-2ML-2ML-2

ML-1ML-1ML-1ML-1ML-1ML-1ML-1ML-1ML-1ML-1 ML-1ML-1ML-1ML-1ML-1ML-1ML-1ML-1ML-1ML-1 ML-1ML-1ML-1ML-1ML-1ML-1ML-1ML-1ML-1ML-1

ML-

1M

L-1

ML-

1M

L-1

ML-

1M

L-1

ML-

1M

L-1

ML-

1M

L-1

ML-

1M

L-1

ML-

1M

L-1

ML-

1M

L-1

ML-

1M

L-1

ML-

1M

L-1

ML-1ML-1ML-1ML-1ML-1ML-1ML-1ML-1ML-1ML-1

88

1010

K

K

L

L

(E) 15'-6" SQ FTG (E) 15'-6" SQ FTG

(E) 2'-0" CONT FTG

(E) 2'-0" CONT FTG

MC-1

MC-1MC-1

MC-1MC-1

MC-1

MC-1

MC-1

MC-1

MC-1MC-1

MC-1MC-1

TYP AT EXT, UNO

CW-08

CW-14

TYP AT INT, UNO

MW-08

CW-08

MW-06

CW-06

FC2.0 -2'-0"

4S502 TYP

5S502 TYP

6S502

7S502

TYP AT EXT WALL, UNO

TYP AT MAS COL, UNO

TYP AT DOOR OPNG, UNO

MC-1

TYP, UNO

8S502 TYP

MC-2MC-2

88

1010

K

K

L

L

2S701 TYP

2S701 TYP

3S701 TYP

3S701 TYP

PFT

AT 2

4"oc

2x10 OUTLOOKERS AT 24"oc

2x10 OUTLOOKERS AT 24"oc

DBL

DBL

S2013

7S701

FOOTING AND FOUNDATION PLAN NOTES:

MARKS AND SYMBOLS LEGEND

FTG DESIGNATIONTOF EL

FTG EL

1. COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.

2. SEE ARCHITECTURAL DRAWINGS AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC.

3. CENTER ALL SPOT FOOTINGS UNDER COLUMNS AS SHOWN ON PLAN, TYPICAL UNLESS NOTED OTHERWISE.

4. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS TO ALL STEEL COLUMNS.

5. SEE SCHEDULES ON (S300) SHEETS FOR:- FOOTINGS- CONCRETE WALLS- MASONRY WALLS- REINFORCING SPLICE LENGTHS

6. SEE TYPICAL FOOTING AND FOUNDATION DETAILS ON(S500) SHEETS FOR:- SLAB CONSTRUCTION AND CONTROL JOINTS- FOOTING STEPS- CORNER BARS- PIPES PERPENDICULAR AND PARALLEL TO FOOTINGS- DEPRESSED SLABS- REINFORCING AT MISCELLANEOUS MASONRY OPENINGS- REINFORCING AT SLAB DISCONTINUITIES- FROST COVER AND STRUCTURAL FILL- SOLE PLATE ANCHOR BOLTS- FLOOR OFFSETS- MASONRY CONTROL JOINTS- TERMINATION OF HORIZONTAL WALL REINFORCING AT

ENDS OF MASONRY WALLS7. SEE MASONRY LINTEL SCHEDULE (S301) FOR JAMB COLUMNS

AT SIDES OF OPENINGS.

DEPRESSED FND WALL,POUR SLAB OVER

CONC WALL, SEE SCHEDCW-X

CONC WALL BLW AND MAS WALL ABV, SEE SCHED

MW-X

CW-X

SECTION MARKSHEET NUMBER

MAS WALL, SEE SCHEDMW-X

ROOF FRAMING PLAN NOTES: MARKS AND SYMBOLS LEGEND

BRG WALL BLW

SECTION MARKSHEET NUMBER

MAS WALL

1. TYPICAL ROOF FRAMING IS WOOD TRUSSES AT 24"oc (MAX) UNO. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.

2. TRUSSES SHALL BE PER THE PRE-FABRICATED WOOD TRUSSNOTES SECTION OF THE GENERAL STRUCTURAL NOTES.

3. WEIGHTS AND LOCATIONS OF MECHANICAL EQUIPMENTSHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR REVIEW PRIOR TO FABRICATION OF OR PLACEMENT OFTRUSSES OR OTHER FRAMING MEMBERS.

4. SEE ARCHITECTURAL DRAWINGS FOR ROOF SLOPES, DRAINS, PARAPETS, DECK BEARING ELEVATIONS, CEILINGELEVATIONS, AND SOFFIT ELEVATIONS.

5. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.

6. SEE SCHEDULES ON (S300) SHEETS FOR:- MINIMUM NAILING- ROOF SHEATHING- MASONRY WALLS AND LINTELS. LINTEL DEPTH BASED ON

ROUGH OPENINGSEE TYPICAL FRAMING DETAILS ON (S700) SHEETS FOR:- HOLES AND NOTCHES- SHEATHING JOINTS- FRAMING AT ROOF OPENINGS

PREFAB TRUSSES, SEE GSNPFT

ROOF OR FLOOR SHEATHING ORIENTATION, SEE SCHED

ML-x MAS LINTEL, SEE SCHED

2x10




54321

D

C

B



This

dra

win

g, a

s an

inst

rum

ent o

f pro

fess

iona

l ser

vice

, is

the

prop

erty

of D

UN

N A

SSO

CIA

TES

INC

, and

sha

ll no

t be

used

, in

who

le o

r par

t for

any

oth

er p

roje

ct w

ithou

t the

writ

ten

perm

issi

on o

f an

auth

oriz

ed re

pres

enta

tive

of D

UN

N A

SSO

CIA

TES

INC

. Una

utho

rized

use

will

be p

rose

cute

d to

the

fulle

st e

xten

t of t

he la

w. C

opyr

ight

© 2

018

by D

UN

N A

SSO

CIA

TES

INC

.

11/2

0/2

01

8 2

:20:1

2 P

M

FTG AND

ROOF

FRAMING

PLANS

Author

2100 W

ES

T 1

1400 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

4095

SA

LT

LA

KE

CO

UN

TY

18142

11/20/2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

S201

Checker


11/15/2018

NORTH

S201 SCALE: 1/8" = 1'-0"

1 FOOTING AND FOUNDATION PLAN

NORTH

S201 SCALE: 1/8" = 1'-0"

2 ROOF FRAMING PLAN

# Date Revision

NORTH

S201 SCALE: 1/8" = 1'-0"

3 MECHANICAL SUPPORT FRAMING

6" UNREINFORCED CONCRETE

11/20/2018

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

ML-1

MASONRY LINTEL NOTES:

1. LINTEL WIDTH AND MATERIAL TYPES SHALL BE THE SAME AS THE WALL IN WHICH THE LINTEL IS CONSTRUCTED.

2. GROUT MASONRY LINTELS MONOLITHICALLY WITH THE SUPPORT WALL OR COLUMN AT EA END.

3. MASONRY LINTELS ML-1 THRU ML-4 SHALL BE USED OVER OPENINGS IN MASONRY WALLS WHEN A SPECIFIC MASONRY LINTEL IS NOT OTHERWISE SPECIFIED. WHEN A LINTEL IS SPECIFIED ON THE PLANS, THE MAXIMUM SPAN AS NOTED IN THIS SCHEDULE SHALL NOT APPLY. CONSULT THE STRUCTURAL ENGINEER FOR LINTELS NOT SPECIFIED ON THE PLANS WHICH HAVE A SPAN GREATER THAN 10'-0".

4. MASONRY LINTELS ML-1 THRU ML-4 SHALL NOT BE LOCATED DIRECTLY BELOW FLOOR OR ROOF BEAMS OR GIRDERS UNLESS NOTED OTHERWISE ON THE PLANS. JOISTS SHALL NOT BEAR ON ANY LINTEL LESS THAN 16" DEEP. CONSULT THE STRUCTURAL ENGINEER FOR LINTELS NOT SHOWN ON THE PLANS WHICH ARE LOCATED DIRECTLY BELOW FLOOR OR ROOF BEAMS OR GIRDERS.

5. EXTEND ALL HORIZONTAL REINFORCING BEYOND THE EDGE OF ALL OPENINGS. IF HORIZONTAL REINFORCING CANNOT EXTEND LAP SPLICE LENGTH BEYOND EDGE OF OPENING, PROVIDE 90° STANDARD HOOK.

6. SPLICE TOP BARS AT MID-SPAN OF LINTEL ONLY AND BOTTOM BARS OVER SUPPORTS ONLY.

7. HORIZONTAL WALL REINFORCING SHALL CONTINUE THRU MASONRY LINTELS, WHERE BOTH HORIZONTAL WALL REINFORCING AND LINTEL REINFORCING OCCUR IN THE SAME COURSE, USE THE LARGER REINFORCING.

8. DOWEL VERTICAL REINFORCING OF WALL ABOVE LINTEL INTO THE FULL DEPTH OF LINTEL.

9. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.

MASONRY LINTEL SCHEDULE

MARK LINTEL DEPTHHORIZONTAL STIRRUPS

REINFORCINGLINTEL SPAN (MAX)

COMMENTS

NONE(1) #7 BAR NONE(1) #7 BARML-1 24" (2) #5BAR CONT T&B4' - 0" MC-1 EA END

8"

ML-2

16"MASONRY WALL NOTES:

1. COORDINATE WITH ARCHITECTURAL DRAWINGS, MASONRY WALL FINISHES, TYPES OF MATERIAL, COURSING, ETC.2. DO NOT SOLID GROUT WALLS UNLESS NOTED OTHERWISE.3. ALL MASONRY BELOW GRADE SHALL BE GROUTED SOLID.4. VERTICAL REINFORCING SHALL BE CENTERED IN THE WALL UNLESS NOTED OTHERWISE.5. (1) VERTICAL BARS MINIMUM AT ALL CORNERS AND END OF WALLS.6. HORIZONTAL WALL REINFORCING SHALL BE PLACED BETWEEN VERTICAL MASONRY COLUMN REINFORCING BARS.7. HORIZONTAL WALL REINFORCING SHALL CONTINUE THRU MASONRY LINTELS, WHERE BOTH HORIZONTAL WALL REINFORCING

AND LINTEL REINFORCING OCCUR IN THE SAME COURSE, USE THE LARGER REINFORCING.8. MASONRY WALLS NOT DESIGNATED ON THE PLANS SHALL BE REINFORCED AS FOLLOWS:

9. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.10. MASONRY SHALL BE SPECIAL INSPECTED SEE GENERAL STRUCTURAL NOTES.11. HORIZONTAL WALL REINFORCEMENT SPACING SHALL NOT EXCEED 48"oc OR 1/3 THE WALL LENGTH.

THICKNESS

6"8"

10"12"

VERTICAL REINFORCING

#5 BARS AT 32"oc#5 BARS AT 32"oc#6 BARS AT 32"oc#6 BARS AT 32"oc

HORIZONTAL REINFORCING

#4 BARS AT 48"oc#5 BARS AT 48"oc#6 BARS AT 48"oc

(2) #5 BARS AT 48"oc

MASONRY WALL SCHEDULE

TYPE 'A'(SINGLE MAT REINF)

HORIZ WALL REINF

VERT WALL REINF

MARK THICKNESSVERTICAL HORIZONTAL

REINFORCINGMATERIALS SOLID

GROUT TYPE JOINT

MW-08 8" CMU (1) #5 AT 32"oc (1) #5 AT 48"oc A NONO

MW-06 6" CMU (1) #5 AT 32"oc (1) #4 AT 48"oc A NONO

TYPICAL FOOTING SECTION

TYP FTG REINF

3" C

LR

3" CLR 3" CLREQ EQ EQ

CONCRETE FOOTING NOTES:

1. PLACE ALL FOOTING REINFORCING IN BOTTOM OF FOOTING WITH 3" CLEAR CONCRETE COVER, UNLESS NOTED OTHERWISE.2. TOP REINFORCING, WHERE SPECIFIED, SHALL BE PLACED IN THE TOP OF THE FOOTING WITH 2" MINIMUM CONCRETE COVER.3. IF FOOTINGS ARE EARTH FORMED, FOOTING WIDTH AND LENGTH SHALL BE 6" WIDER AND LONGER THAN SCHEDULED.4. SEE GENERAL STRUCTURAL NOTES FOR ALL OTHER REQUIREMENTS.5. NOT ALL FOOTINGS ARE USED, SEE FOUNDATION PLAN FOR FOOTING MARKS.6. RUN CONTINUOUS BARS IN 'FC' FOOTING THROUGH INTERSECTED 'FS' FOOTINGS.7. EXTEND CONTINUOUS FOOTINGS 1'-0" BEYOND END OF WALL, EXCEPT AT INTERSECTING CORNERS OR UNO ON PLAN.8. FOOTINGS MAY BE THICKER THAN THE SCHEDULED DEPTH IN AREAS SURROUNDING ANCHOR BOLTS OR HOLD DOWNS, SEE

ANCHORAGE AND HOLD DOWN DETAILS.9. IN FC FOOTINGS CROSSWISE BAR SHALL BE BELOW THE LENGTHWISE BAR

C3000-S1500

CONCRETE FOOTING SCHEDULE

MARK WIDTHNO SPACING

REINFORCING CROSSWISECOMMENTSLENGTH

SIZE LENGTH NO SPACING

REINFORCING LENGTHWISE

SIZE LENGTHDEPTH

CONT CONTFC2.0 2' - 0' 12" 3 #4 EQ

CONFIGURATION FOR MAS COL

4" TYPVERT COL REINF

MASONRY COLUMN NOTES:

1. HORIZONTAL WALL REINFORCEMENT SHALL BE LOCATED TO THE INSIDE OF VERTICAL BARS. THE CENTERLINE OF VERTICAL BARS SHALL BE LOCATED 2 1/2" FROM FACE OF THE MASONRY.

2. UNLESS NOTED OTHERWISE, VERTICAL REINFORCING AND TIES SHALL EXTEND TO FULL WALL HEIGHT.

3. VERTICAL MASONRY COLUMN REINFORCING SHALL EXTEND INTO FOOTING AND TERMINATE WITH A STANDARD 90° HOOK. FOR CONCRETE FOUNDATION WALLS OVER 5'-0" TALL, VERTICAL COLUMN REINFORCING SHALL DOWEL 4'-0" MINIMUM INTO THE FOUNDATION WALL.

4. IN CONCRETE FOUNDATION WALLS, VERTICAL MASONRY COLUMN REINFORCING SHALL BE TIED WITH #3 TIES AT THE SAME SPACING AND CONFIGURATION AS MASONRY COLUMNS ABOVE.5. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.6. SPACE TIES AT 48"oc FROM A POINT 24" ABOVE OPENINGS TO THE TOP OF THE WALL.

RUN HORIZ REINF THRU COL

MARK COLUMN SIZEVERTICAL TIES

REINFORCING

TYPE

MC-1 8" x 16" (2) #5 NONE

MASONRY COLUMN SCHEDULE

MC-2 6" x 16" (2) #5 NONE NONE

NONE

TYPE "A" TYPE "B" TYPE "C"

EQ EQ

VERT REINF

HORIZ REINF

VERT REINF

HORIZ REINF

WALL REINFORCEMENT PLACEMENT TYPES:CONCRETE WALL NOTES:

1. SEE GENERAL STRUCTURAL NOTES FOR COVER AND OTHER REQUIREMENTS NOT NOTED IN SCHEDULE.2. CONCRETE WALLS NOT DESIGNATED ON THE PLANS SHALL BE REINFORCED AS FOLLOWS:

3. PLACE STEEL IN THE CENTER OF THE WALL (EXCEPT TYPE 'B' AND RETAINING WALLS). WALLS THICKER THAN 10" SHALL HAVE TWO CURTAINS OF REINFORCEMENT (PLACED NEAR EA FACE OF THE WALL), UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS.

THICKNESS

6"8"10"12"

VERTICAL REINFORCING


#4 BARS AT 18"oc EA FACE

HORIZONTAL REINFORCING


#4 BARS AT 16"oc EA FACE

CONCRETE WALL SCHEDULE

MARK THICKNESSREINFORCING

VERTICALCOMMENTS

HORIZONTAL TOP AND BOTTOMWALL TYPE

CW-08 8" (1) #4 AT 16"oc (1) #4 AT 12"oc (1) #4 A __

CW-14 14" (2) #4 AT 16"oc (2) #4 AT 12"oc (2) #4 C __

NOTES:

1. THIS SCHEDULE SHALL BE USED FOR ALL SPLICES, UNLESS NOTED OTHERWISE.2. HORIZONTAL BARS ARE CLASSIFIED AS TOP BARS WHERE 12", OR MORE, OF FRESH CONCRETE IS CAST BELOW

THE REINFORCING BARS.3. CLASS 'B' SPLICES SHALL BE USED FOR ALL SPLICES UNLESS NOTED OTHERWISE.4. TIES AND STIRRUPS SHALL NOT BE SPLICED.5. FOR ALL LIGHTWEIGHT CONCRETE, LAP LENGTHS SHALL BE MULTIPLIED BY 1.3.6. FOR ALL EPOXY COATED BARS, LAP LENGTHS SHALL BE MULTIPLIED BY 1.5 FOR BARS WITH CLEAR COVER LESS

THAN 3 BAR DIAMETERS OR CLEAR SPACING LESS THAN 6 BAR DIAMETERS, OTHERWISE MULTIPLY BY 1.2.7. LAP LENGTHS SHALL BE MULTIPLIED BY 1.25 AT SHEARWALL BOUNDARY ELEMENTS.8. DEVELOPMENT LENGTH 'Ld' IS EQUAL TO CLASS 'A' SPLICE.9. IF REINFORCING HAS CLEAR COVER LESS THAN ONE BAR DIAMETER, LAP LENGTHS SHALL BE MULTIPLIED BY 1.5.10. IF REINFORCING IS NOT ENCLOSED IN TIES OR STIRRUPS AND IS SPACED TIGHTER THAN 2 BAR DIAMETERS ON

CENTER, LAP LENGTHS SHALL BE MULTIPLIED BY 1.5.11. LAP LENGTHS SHALL BE MULTIPLIED BY 1.25 FOR GRADE 75 REBAR.12. WHERE BARS OF DIFFERENT SIZES ARE LAPPED, THE SPLICE LENGTH SHALL BE THE LARGER OF 'Ld' OF THE

LARGER BARS AND THE SPLICE LENGTH OF THE SMALLER BAR.

45° BEND

180° HOOK 135° HOOK(SEISMIC)

OFFSET

D

D

D

D

D4d OR 2 1/2" MIN

D

d

d

12

2

D

d

12d

6d O

R 3" M

IN

90° HOOK

D = 6d FOR #3 - #8D = 8d FOR #9 - #11D = 10d FOR #14 - #18

CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE

REGULAR TOP

CLASS CLASS

A B A B

BAR SIZE

f'c = 3000 PSI

#3 17" 22"22" 28"

#4 22" 29"29" 38"

#5 28" 36"36" 47"

#6 33" 43"43" 56"

#7 48" 63"63" 81"

#8 55" 72"72" 93"

#9 62" 81"81" 105"

#10 70" 91"91" 118"

#11 78" 101"101" 131"

REGULAR TOP

CLASS CLASS

A B A B

f'c = 4000 PSI

15" 19"19" 25"

19" 25"25" 33"

24" 31"31" 41"

29" 37"37" 49"

42" 54"54" 71"

48" 62"62" 81"

54" 70"70" 91"

61" 79"79" 102"

67" 87"87" 114"

REGULAR TOP

CLASS CLASS

A B A B

f'c = 4500 PSI

14" 18"18" 23"

18" 24"24" 31"

23" 30"30" 38"

27" 35"35" 46"

40" 51"51" 67"

45" 59"59" 76"

51" 66"66" 86"

57" 74"74" 96"

64" 82"82" 107"

REGULAR TOP

CLASS CLASS

A B A B

f'c = 5000 PSI

13" 17"17" 22"

17" 23"23" 29"

22" 28"28" 36"

26" 34"34" 44"

38" 49"49" 63"

43" 56"56" 72"

48" 63"63" 81"

54" 71"71" 92"

60" 78"78" 102"

REGULAR TOP

CLASS CLASS

A B A B

f'c = 3500 PSI

16" 21"21" 26"

21" 27"27" 36"

26" 34"34" 44"

31" 40"40" 52"

45" 59"59" 75"

51" 67"67" 82"

58" 75"75" 98"

65" 85"85" 110"

73" 94"94" 122"

#3

BAR SIZE

9"

f'c = 3000 PSI

8"

f'c = 4000 PSI

7"

f'c = 4500 PSI

7"

f'c = 5000 PSI

6"

f'c = 6000 PSI

#4

#5

#6

#7

#8

#9

#10

#11

11" 10" 9" 9" 8"

14" 12" 12" 11" 10"

17" 15" 14" 13" 12"

20" 17" 16" 15" 14"

22" 19" 18" 17" 16"

25" 22" 21" 20" 18"

28" 25" 23" 22" 20"

31" 27" 26" 24" 22"

HOOKED BAR DEVELOPMENT LENGTHS, Ldh

NOTES:

1. FOR GRADE 75 REBAR, MULTIPLY LENGTHS BY 1.25.2. FOR LIGHTWEIGHT CONCRETE, MULTIPLY LENGTHS BY 1.3.3. FOR EPOXY COATED REINFORCEMENT, MULTIPLY LENGTHS BY 1.2.4. FOR HOOKS WITH 2.5" MINIMUM SIDE COVER PERPENDICULAR TO PLANE

OF HOOK, MULTIPLY LENGTHS BY 0.7.5. FOR LATERAL LOAD RESISTING ELEMENTS, CRITICAL SECTIONS SHALL BE TAKEN AS THE FACE OF TIE / HOOP AT CONFINED CORES OF COLUMN JOINTS OR SHEAR WALL BOUNDARY ZONE.

TYPICAL SECTION SECTION AT LATERAL LOAD RESISTING ELEMENT

2" MIN

2" MIN Ldh

FACE OF CONC

STANDARD HOOK

CRITICAL SECTION

Ldh

CRITICAL SECTION

FACE OF CONC

STANDARD HOOK

LATERAL LOAD RESISTING ELEMENT

REGULAR TOP

CLASS CLASS

A B A B

f'c = 6000 PSI

12" 16"16" 20"

16" 21"21" 27"

20" 26"26" 33"

24" 31"31" 40"

34" 45"45" 58"

39" 51"51" 66"

44" 57"57" 74"

50" 64"64" 84"

55" 71"71" 93"




54321

D

C

B



This

dra

win

g, a

s an

inst

rum

ent o

f pro

fess

iona

l ser

vice

, is

the

prop

erty

of D

UN

N A

SSO

CIA

TES

INC

, and

sha

ll no

t be

used

, in

who

le o

r par

t for

any

oth

er p

roje

ct w

ithou

t the

writ

ten

perm

issi

on o

f an

auth

oriz

ed re

pres

enta

tive

of D

UN

N A

SSO

CIA

TES

INC

. Una

utho

rized

use

will

be p

rose

cute

d to

the

fulle

st e

xten

t of t

he la

w. C

opyr

ight

© 2

018

by D

UN

N A

SSO

CIA

TES

INC

.

11/2

0/2

01

8 2

:20:1

2 P

M

SCHEDULES

R. SMITH

2100 W

ES

T 1

1400 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

4095

SA

LT

LA

KE

CO

UN

TY

18142

11/20/2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

S301

T.KETCHAM


11/15/2018

NO SCALE:S301

3 MASONRY LINTEL SCHEDULENO SCALE:S301

2 MASONRY WALL SCHEDULENO SCALE:S301

1 CONCRETE FOOTING SCHEDULE

NO SCALE:S301

4 MASONRY COLUMN SCHEDULENO SCALE:S301

5 CONCRETE WALL SCHEDULE

# Date Revision

NO SCALE:S301

6CONCRETE REINFORCING BAR LAP SCHEDULES ANDDIAGRAMS

ML-2 32" 12'-0" NONE MC-1 EA END(2) #5BAR CONT T&B

11/20/2018

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

b + 2d MIN

AS R

EQ'D

CONC FTG

STRUCT FILLSEE GSN

CONSULT THE PROJECT SPECIFICATIONS AND SOILS REPORT FOR EARTHWORK REQUIREMENTS. IN ABSENCE OF INFORMATION, REFER TO THE DTL ABV

b

2

1 BOTT OF TRENCH TO BE ABV THIS LINE

BACKFILL TRENCH PER GSN

CONC FTG

CONC WALL

PIPE

6"

IF THIS DIM EXCEEDS 1'-6", DO NOT THICKEN FTG

PIPE BELOW FOOTING

6" M

IN

PIPE THROUGH FOOTING

THICKEN FTG

THICKENED FTG

LAP SPLICE

PROVIDE ADDITIONAL LENGTHWISE REINF AS SHOWN TO MATCH BAR THAT IS CUT

PROVIDE SLEEVE FORALL PIPES PASSINGTHRU WALLS AND FTGS

CONC FTGPROVIDE SLEEVE FORALL PIPES PASSINGTHRU WALLS AND FTGS

1/2" CLEAR

12" MIN 3d 12" MIN

"d" = LARGEST PIPE DIAMETER

1/2" CLEAR

3d

"d" = LARGEST PIPE DIAMETER

12" MIN 12" MIN

CLR3"

8" M

IN

0" T

O 1

'-6"

VAR

IES

ADDITIONAL VERTBARS AT CORNER TYP

CORNER BARS TO MATCH WALL HORIZ BARS

CONC WALL


CONC WALL

ADDITIONAL VERT BARSAT INTERSECTIONTYP

LAP LENGTH, TYP

LAP

LEN

GTH

, TYP

LAP

LEN

GTH

MAS WALL

ADDITIONAL VERT BAR AT INTERSECTION, TYP (4) PLACES

LAP LENGTH

MIN

LAP LENGTH

MIN

LAP LENGTH

MIN

LAP LENGTH

MIN

CORNER BAR TO MATCH WALL HORIZ BARS

CORNER BAR TO MATCH WALL HORIZ BARS

ADDITIONAL VERT BAR AT INTERSECTION, TYP (3) PLACES

MAS WALL

LAP LENGTH

PREFORMED "T" QUICK JOINT OR SAWCUT, USE TOOLED JOINTS AT EXT SLABS

4" SLAB ON GRADE

CONTROL JOINT

4" SLAB ON GRADE

CONSTRUCTION JOINT

t

THIC

KNES

S (t)

1/4"

SLA

B

INSTALL BACKER ROD IMMEDIATELY AFTER SAWCUTTING JOINTS

EDGE EA SIDE W/ 1/8" RADIUS

JOINT DOWEL; 5/8"Ø x 18" SLIP DOWEL AT 18"oc OR 4 1/2"x4 1/2" DIAMOND DOWEL AT 24"oc OR APPROVED EQ

DISCONTINUE BARS AT COLD CJ

2" C

LR

CONC FND WALL / CONC COL

CONC FTG

EXT FINAL GRADE

INT FINISH FLR

STRUCTURE ABV FINISHED FLR NOTE: CONTRACTOR SHALL

VERIFY AND COMPARE ALL FINAL EXT GRADE ELS W/ TOP OF FTG ELS NOTED TO INSURE MIN REQD FROST DEPTH IS PROVIDED

TYP AT EXT FND

PER

GSN

REQ

UIR

ED F

RO

ST D

EPTH

6" M

IN

1'-4" MIN

3d MIN

3d M

IN6"

MIN

END OF CONC WALL

6" M

AX

6" M

AX

PROVIDE TYP WALL HORIZ REINF

PROVIDE TYP HORIZ REINF BTWN SLEEVES

PROVIDE SLEEVE FOR ALL PIPES OR CONDUITS PASSING THRU WALLS. 8"Ø MAX

PROVIDE TYP WALL HORIZ REINF

d = DIAMETER OF PIPE SLEEVE

FOR PIPE SLEEVE DIAMETERS GREATER THAN 8", SEE TYP TRIM BARS AROUND MISCELLANEOUS CONCRETE WALL OPENINGS

IF SPACING REQUIREMENTS CANNOT BE MET, ENGINEER OF RECORD IS TO BE CONTACTED PRIOR TO SLEEVES BEING INSTALLED

BOTT/ CONC

WALL

TOP/ CONC

WALL

ADDITIONAL VERTBARS AT CORNER


CONC WALL

CORNER BARS TO MATCH WALL HORIZ BARSCONC WALL

BENT NORMAL WALLREINF OR PROVIDEBAR OF SAME SIZEAND SPACING W/ LAPPER GSN

ADDITIONAL VERT BARSAT INTERSECTIONTYP (2) PLACES

LAP LENGTH, TYP

LAP

LEN

GTH

, TYP

FOR DOUBLE REINF WALL FRAMING TO SINGLE REINF WALL ONLY OUTER HORIZONTAL CORNER BAR IS REQD




54321

D

C

B



This

dra

win

g, a

s an

inst

rum

ent o

f pro

fess

iona

l ser

vice

, is

the

prop

erty

of D

UN

N A

SSO

CIA

TES

INC

, and

sha

ll no

t be

used

, in

who

le o

r par

t for

any

oth

er p

roje

ct w

ithou

t the

writ

ten

perm

issi

on o

f an

auth

oriz

ed re

pres

enta

tive

of D

UN

N A

SSO

CIA

TES

INC

. Una

utho

rized

use

will

be p

rose

cute

d to

the

fulle

st e

xten

t of t

he la

w. C

opyr

ight

© 2

018

by D

UN

N A

SSO

CIA

TES

INC

.

11/2

0/2

01

8 2

:20:1

3 P

M

FOOTING

AND

FOUNDATION

DETAILS

R. SMITH

2100 W

ES

T 1

1400 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

4095

SA

LT

LA

KE

CO

UN

TY

18142

11/20/2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

S501

T.KETCHAM


11/15/2018

NO SCALE:S501

1 TYPICAL SUBGRADE PREPARATION (AS REQ'D)NO SCALE:S501

3 TYPICAL PIPE PARALLEL TO FOOTINGNO SCALE:S501

4 TYPICAL PIPE PERPENDICULAR TO FOOTING

NO SCALE:S501

7TYPICAL CORNER BARS FOR SINGLE REINFORCEDCONCRETE WALLS (PLAN VIEW)

NO SCALE:S501

6TYPICAL CORNER BARS FOR SINGLE REINFORCEDMASONRY WALLS (PLAN VIEW)

NO SCALE:S501

9 TYPICAL SLAB ON GRADE JOINTS

NO SCALE:S501

2TYPICAL FOOTING DEPTH DETAIL FOR FROSTPROTECTION

NO SCALE:S501

5 TYPICAL SMALL PIPE OR CONDUIT THROUGH CONCRETE WALLNO SCALE:S501

8TYPICAL CORNER BARS FOR DOUBLE REINFORCEDCONCRETE WALLS (PLAN VIEW)

# Date Revision

11/20/2018

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

SEE MAS LINTEL SCHED FOR REINFABV RECESS

RECESS IN WALL

STD 180 DEG HOOK

VERT REINF FULLHEIGHT OF WALL ATEA SIDE OF RECESS

#5 HORIZ BAR BLWRECESS, EXTEND 48BAR Ø EA SIDEOF RECESSED OPNG

PLAN VIEW

SECTION CONDITION AT HORIZONTAL BOND BEAM AND JOINT REINFORCING

HORIZ REINF CONT THRU JOINT

CONT VERT CJ

(1) VERT BAR TO MATCH VERT WALL REINF, EA SIDE OF JOINT

JOINT MATERIAL DUR-O-WALL WF TYPE (OR APPROVED EQ) SIZE VARIES BASED ON WALL THICKNESS, VERIFY W/ ARCH

TYP VERT REINFIN LAST CELL

HORIZ REINF TO TERMINATE W/STD 180 DEG HOOK AT SINGLE LAYER OF VERT REINF

TYP VERT REINFIN LAST (2) CELLS

HORIZ REINF TO TERMINATE W/STD 90 DEG HOOK AT DBL LAYER OF VERT REINF EXTEND BYND VERT REINF

LAP LENGTH

LAP LENGTH

MAS WALL

SINGLE LAYER VERTICAL REINFORCING

DOUBLE LAYER VERTICAL REINFORCING

TIES SEE MAS COL SCHED

CONC SOG

CONC FTG

VERT WALL REINF

HORIZ WALL REINF

CONT BAR -#5 AT 8" MAS WALL#6 AT 10" MAS WALL

OPTION

SOLID GROUT ALL CELLS BLW GRADE

DOWEL TO MATCH VERTWALL REINF ABV

MAS WALL

HORIZ WALL REINF

HORIZ WALL REINF

ALTERNATE HOOK DIRECTION

8" T

YP

1/4" ROUGHENED SURFACE

CONC SOG

CONC FTG

BOTT CONT REINF

CONC WALL

HORIZ WALL REINF

VERT WALL REINF

TOP CONT REINF

CHAMFER, SEE ARCH

WHERE 'H' EXCEEDS 24"


MAS WALL

SILL OPTION

CONT #5 BAR

PRECAST CONC SILL, SEE ARCH MAS WALL BYND

24" 18"

#4 AT 24"oc

"H"

ALTERNATE HOOK DIRECTION1/4" ROUGHENED SURFACE

AT INTERIOR VENEER, WIDER WALL TO SUPPORT WHERE OCCURS

VENEER, WHERE OCCURS

HORIZ REINF

1'-4"

0'-00"

CONC SOG

CONC FTG

HORIZ WALL REINF

BOTT CONT REINF

TOP CONT REINF

CHAMFER, SEE ARCH

WHERE 'H' EXCEEDS 24"

CONC PIER

HORIZ WALL REINF CONT THRU PIER

24" 18"

#4 AT 24"oc

MAS COL

VERT COL REINF

DOWEL TO MATCH VERT COL REINF ABV

'H'


CONC FTG

BOTT CONT REINF

CONC WALL

CONC SOG


WALL BEYOND

EXT SLAB OR GRADE

TOP CONT REINF

1

3 (MIN)

SEE ARCH FOR OPENING CONFIGURATION

8" T

YP

2x4 BEVELED KEYWAY,CONT OR INTERMITTENT

3" MIN

24" 18"

#4 AT 16"oc


(E) CONC FTG

(E) CONC WALL

CONC SOG

MAS WALL

INTERIOR MAS WALL

CONC WALL

DOWEL 6" INTO (E) FTG

DOWEL 6" INTO (E) WALL




54321

D

C

B



This

dra

win

g, a

s an

inst

rum

ent o

f pro

fess

iona

l ser

vice

, is

the

prop

erty

of D

UN

N A

SSO

CIA

TES

INC

, and

sha

ll no

t be

used

, in

who

le o

r par

t for

any

oth

er p

roje

ct w

ithou

t the

writ

ten

perm

issi

on o

f an

auth

oriz

ed re

pres

enta

tive

of D

UN

N A

SSO

CIA

TES

INC

. Una

utho

rized

use

will

be p

rose

cute

d to

the

fulle

st e

xten

t of t

he la

w. C

opyr

ight

© 2

018

by D

UN

N A

SSO

CIA

TES

INC

.

11/2

0/2

01

8 2

:20:1

3 P

M

FOOTING

AND

FOUNDATION

DETAILS

R. SMITH

2100 W

ES

T 1

1400 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

4095

SA

LT

LA

KE

CO

UN

TY

18142

11/20/2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

S502

T.KETCHAM


11/15/2018

NO SCALE:S502

1TYPICAL MASONRY WALL RECESS DETAILS FOR SINGLEREINFORCED MASONRY WALLS (PLAN VIEW)

NO SCALE:S502

2TYPICAL CONTROL JOINT FOR SINGLE REINFORCEDMASONRY WALLS (PLAN VIEW)

NO SCALE:S502

3TYPICAL TERMINATION OF HORIZONTAL REINFORCINGFOR REINFORCED MASONRY WALLS (PLAN VIEW)

NO SCALE:S502

4TYPICAL SINGLE MAT REINFORCING MASONRY WALL ONINTERIOR CONCRETE FOOTING

NO SCALE:S502

6TYPICAL SINGLE MAT REINFORCING MASONRY WALL ONCONCRETE FOUNDATION WALL

NO SCALE:S502

7TYPICAL MASONRY COLUMN ON CONCRETE FOUNDATIONWALL

NO SCALE:S502

5 FOUNDATION WALL AT OPENING DETAIL

# Date Revision

NO SCALE:S502

8 DETAIL

11/20/2018

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

MAS WALL, SEE SCHED FOR REINF

3x TREATED SILL PL

SIMPSON H1 @ EA TRUSS

PREFABRICATED TRUSS

ROOF SHEATHING

5/8"Ø ANCHOR BOLTS AT 32" oc

2x BLKG BTWN TRUSSES

#5 x CONT

SIMPOSN A35 @ 24" OCE.N. SEE /(8 S701)

ROOF OUTLOOKER, SEE PLAN

ROOF SHEATHING



HORIZ REINF

3x TREATED SILL PL

(4) 10d NAILS AT 8" oc

#5 x CONTSIMPSON H1 @ EA TRUSS

VARIES

ROOF PFT OR JOIST, SEE PLAN

SIMPSON LB TOP FLANGE HANGER

SEE ARCH

SIMPSON A35 @ 24" OC E.X

2X FOLL DEPTH BLOCKING

ROOF PURLIN, SEE PLAN

ROOF SHEATHING



HORIZ REINF

3x TREATED SILL PL

TAPERED SHIM

TAPERED 2x BLKG BTWN JST

SIMPSON H1

SIMPSON A35 AT EA BLKG

AT SIM CONDITION, PURLIN OVERHANGS ON OPPOSITE SIDE

#5 x CONT 2x FRAMING

LVL BEAM

ROOF SHEATHING

SIMPSON JB210 TOP FLANGE HANGER


3x TREATED SILL PL

SIMPSON H1

PREFABRICATED TRUSS

ROOF SHEATHING


TRUSS BLKG

#5 x CONT


3x TREATED SILL PL

PREFABRICATED TRUSS

ROOF SHEATHING


#5 x CONT

SIMPSON JB210 TOP FLANGE HANGER

ROOF TRUSS

2x BRG WALL

ROOF SHTG

ROOF SHTG

2x BLKG, TYP

SIMPSON HANGER

TRUSS MANUF TO ADD ADDITIONAL VERT MEMBER

E.N. SEE /(8 S701) /(9 S701)

NOTES:1. NAILING SCHEDULE IS PER TABLE OF THE I.B.C.2. NAILING REQUIREMENTS SHOWN HERE DO NOT REPLACE HARDWARE ON THE PLANS OR DETAILS.3. ALL NAILS USED ARE COMMON NAILS, UNO.

MINIMUM NAILING SCHEDULECONNECTION NAILING

BRDG TO JST, TOE NAIL EA ENDSOLE PL TO JST OR BLK, FACE NAILTOP PL TO STUD, END NAILSTUD TO SOLE PL, END NAILDBL STUDS, FACE NAILDBL TOP PL, FACE NAILBLK BTWN JST OR RAFTERS TO TOP PL, TOE NAILRIM JST TO TOP PL, TOE NAILTOP PL, LAPS AT WALL INTERSECTION, FACE NAILCONT HEADER, TWO PIECESCEILING JST TO PL, TOE NAILCONT HEADER TO STUD, TOE NAILCEILING JST, LAPS OVER PARTITIONS, FACE NAILCEILING JST TO PARALLEL RAFTERS, FACE NAILRAFTER TO PL, TOE NAIL1" BRACE TO EA STUD AND PL, FACE NAILBUILT-UP CORNER STUDSBUILT-UP GIRDER AND BM

COLLAR TIE TO RAFTER, FACE NAILJACK RAFTER TO HIP, TOE NAIL

FACE NAILROOF RAFTER TO 2x RIDGE BM, TOE NAIL

FACE NAILJST TO BAND JST, FACE NAILLEDGER STRIP, FACE NAIL AT EA JOISTPLYWOOD AND PARTICLEBOARD:

SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING)

1/2" AND LESS19/32" - 1"1 1/8" - 1 1/4

COMBINATION SUB FLOOR -UNDERLAYMENT (TO FRAMING)

3/4" AND LESS7/8" - 1"1 1/8" - 1 1/4"

NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS, EXCEPT 6" INCHES AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF DIAPHRAGMS AND SHEAR WALLS, REFER TO THE APPROPRIATE SCHEDULE.

(2) 8d16d AT 1'-4"oc(2) 16d(2) 16d16d AT 2'-0"oc16d AT 1'-4"oc(3) 8d8d AT 0'-6"oc(2) 16d16d AT 1'-4"oc ALONG EA EDGE(3) 8d(4) 8d(3) 16d(3) 16d(3) 8d(2) 8d16d AT 2'-0"oc3" x 0.131 AT 24"oc AT TOP AND BOTTAND STAGGERED, (3) 3" x 0.131 ATENDS AND AT EA SPLICE(3) 10d(3) 10d(2) 16d(2) 16d(2) 16d(3) 16d(3) 16d

8d8d OR 10d10d

8d8d OR 10d10d

SHEATHING SCHEDULE AT ROOF AND FLOOR

NOTES:1. ALL FLOOR SHEATHING SHALL BE APA RATED SHEATHING WITH A MINIMUM SPAN RATING OF 48/24. ALL ROOF SHEATHING SHALL BE APA RATED

SHEATHING WITH A MINIMUM SPAN RATING OF 40/20. USE OSB INSTEAD OF PLYWOOD UNLESS OTHERWISE APPROVED BY THE EOR.2. NAIL ROOF SHEATHING TO SUPPORTS. GLUE AND NAIL FLOOR SHEATHING TO SUPPORTS.3. USE COMMON NAILS (8d DIAMETER = 0.131”, 10d DIAMETER = 0.148”). RING SHANK NAILS WITH EQUAL OR GREATER DIAMETER MAY BE USED AT

FLOOR SHEATHING AT CONTRACTOR’S OPTION. MINIMUM NAIL PENETRATION INTO FRAMING MEMBERS, 8d = 1 1/2”, 10d = 1 5/8”.4. DRIVE NAILS WITH NAIL HEADS FLUSH WITH THE SURFACE OF THE SHEATHING. DO NOT OVER DRIVE OR UNDER DRIVE NAILS. EDGE NAILS SHALL BE PLACED 3/8” FROM EDGE OF PANEL.5. PANEL EDGES PERPENDICULAR TO SUPPORTS SHALL BE UNBLOCKED UNLESS FULLY BLOCKED IS SPECIFICALLY NOTED. PROVIDE PANEL EDGE

NAILING AS SPECIFIED ALONG ALL SUPPORTED EDGES (ALL EDGES IF FULLY BLOCKED), BOUNDARIES, TOP PLATES OF SHEAR WALLS, STRAPS, COLLECTORS, AND AT ALL OTHER LOCATIONS AS INDICATED AND/OR REQUIRED FOR A COMPLETE INSTALLATION.

6. PROVIDE FIELD NAILING AT 12”oc TYPICAL FOR ALL DIAPHRAGMS.7. ALL SHEATHING PANELS SHALL HAVE A MINIMUM WIDTH OF 2’-0”, UNLESS PANEL IS FULLY BLOCKED AND NAILED TO ADJACENT PANELS. 8. PLACE ALL SHEATHING PANELS JOINTS ALONG THE CENTER OF A SINGLE COMMON BACK-UP MEMBER, TYPICAL.9. ALL FLOOR SHEATHING TO BE TONGUE AND GROOVE. GLUE TONGUE AND GROOVE JOINT.10. EXTERIOR FLOOR SHEATHING SHALL BE PLYWOOD (NOT OSB) WHEN REQUIRED BY THE ARCHITECT.

OTHER EDGE

STAGGER JOINTS

CONT EDGE

FIELD NAILING

1/16

" GAP

AT

SID

E JO

INTS

EDGE OF PLYWOOD SHEETS CTR ON JSTS AND BLOCKS

1/8" GAP AT END JOINTS

LEDGER

BN

EN

EDGE BLK, WHERE NOTED IN SCHED, USE 2x4 FLAT BLK, UNO

LOCATIONWOOD

SHEATHING THICKNESS

NAIL SIZEEDGE NAIL

CONT EDGE OTHER EDGE

EDGE BLOCK

BOUNDARY NAIL

FIELD NAIL

ROOF __" __d __ __ ____ YES/NO

FLOOR __" __d __ __ ____ YES/NO




54321

D

C

B



This

dra

win

g, a

s an

inst

rum

ent o

f pro

fess

iona

l ser

vice

, is

the

prop

erty

of D

UN

N A

SSO

CIA

TES

INC

, and

sha

ll no

t be

used

, in

who

le o

r par

t for

any

oth

er p

roje

ct w

ithou

t the

writ

ten

perm

issi

on o

f an

auth

oriz

ed re

pres

enta

tive

of D

UN

N A

SSO

CIA

TES

INC

. Una

utho

rized

use

will

be p

rose

cute

d to

the

fulle

st e

xten

t of t

he la

w. C

opyr

ight

© 2

018

by D

UN

N A

SSO

CIA

TES

INC

.

11/2

0/2

01

8 2

:20:1

3 P

M

ROOF

FRAMING

DETAILS

R. SMITH

2100 W

ES

T 1

1400 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

4095

SA

LT

LA

KE

CO

UN

TY

18142

11/20/2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

S701

T.KETCHAM


11/15/2018

NO SCALE:S701

3 PREFABRICATED TRUSS TO MASONRY WALL CONNECTIONNO SCALE:S701

2 TYPICAL ROOF BLOCKING TO MASONRY WALLNO SCALE:S701

1 TYPICAL ROOF PURLIN TO MASONRY WALL CONNECTIONNO SCALE:S701

5 PREFABRICATED TRUSS TO TRUSS GIRDER CONNECTIONNO SCALE:S701

4 PREFABRICATED TRUSS AT MASONRY WALL OVERRUN

NO SCALE:S701

6 WOOD JOIST AT MASONRY WALL OVERRUN

# Date Revision

NO SCALE:S701

7 ROOF FRAMING A MECHANICAL SUPPORT

NO SCALE:S701

8 MINIMUM NAILING SCHEDULENO SCALE:S701

9 SHEATHING SCHEDULE AT ROOF AND FLOOR

11/20/2018

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

0.0

DUCTWORK/GRILLES PIPING PLUMBING LINETYPES LINETYPES CONT.

LEGEND OF MECHANICAL SYMBOLS AND ABBREVIATIONS

ANNOTATIONS

FIRE

EQUIPMENT

SD

A

M101

A

M-101

T

12X12

200

12X12

200

24X10200

24X10200

12X12200

22X22

200

12X12

200

N

LB/HR.GPM

3-1" SLOTS@ 48" 400

W R

12/12

6

45° D

FD

FSD

SD

OR

8/8

1.25D

AD

12/8 FO

ATC

CF

AW

AV

HP(NAME)

N20

(NAME)

R

12/8

12ø

UP

DN

12/12 12ø

1.5D

D

12∅ 12/12

HFR

HFS

FOR

FOS

HG

(NAME)

LPG

G(NAME)

GHR

HWR

HWS

E(NAME)

G

MUW

BF

BBD

HPS

MPS

LPS

HPC

LPC

P-1

OX

MA

MA 120

MV

N

C02

CA

LA

LV

B

CR

CS

CHWR

CHWS

IA

IA 120

MPC

1

BDD

SW

OX 120

RS

RL

V

RDO

RD

ROR

F

DI

DIR

RO

FOV

S

T

S

RPBP

EF

1

THERMOSTATIC MIXING VALVE

REDUCED PRESSURE BACKFLOWPREVENTOR W/ DRAIN PAN

FUEL OIL VENT

REVERSE OSMOSIS WATER SUPPLY

DEIONIZED WATER RETURN

DEIONIZED WATER SUPPLY

RISE OR DROP

FIRE SPRINKLER WATER

DRAIN PAN AND P-TRAP

FILL PORT

VALVE IN RISE

PRESSURE REDUCING VALVE SELF CONTAINED

COTG

FCO

MEDICAL OXYGEN AT PRESSUREINDICATED

REVERSE OSMOSIS WATER RETURN

SOFT DOMESTIC WATER

VENT (SEWER)

SEWER (ABOVE GRADE)

SEWER (BELOW GRADE)

ROOF DRAIN OVERFLOW

ROOF DRAIN

VACUUM

PUMPED CONDENSATE

REFRIGERANT LIQUID

REFRIGERANT SUCTION

UNIT HEATER

DUCT SMOKE DETECTOR

4-WAY BLOWPATTERN

3-WAY BLOWPATTERN

2-WAY BLOWPATTERN

2-WAY BLOWPATTERN

1-WAY BLOW PATTERN

NEGATIVE PRESSURE DUCT - RISE

POSITIVE PRESSURE DUCT - DROP

POSITIVE PRESSURE DUCT - RISE

BACK DRAFT DAMPER

CEILING RETURN AIR GRILEW/ SOUND BOOT

DOWNSPOUT NOZZLE

ROOF DRAIN

SENSOR

THERMOSTAT

SWITCH

HOSE BIBB

AIR VENT-AUTO

AIR VENT-MANUAL

FLOOR DRAIN

FLOOR SINK

SPRINKLER HEAD

FIRE RISER

BRANCH - TOP CONNECTION

BRANCH - BOTTOM CONNECTION

MEDIUM PRESSURE CONDENSATE

INSTRUMENT AIR AT PRESSUREINDICATED

INSTRUMENT AIR

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CONDENSER WATER SUPPLY

CONDENSER WATER RETURN

FIXTURE FROM LEVEL ABOVE

BRINE

LAB VACUUM

LAB AIR

COMPRESSED AIR

CARBON DIOXIDE

NITROUS OXIDE

NITROGEN

MEDICAL VACUUM

MEDICAL AIR AT PRESSURE INDICATED

MEDICAL AIR

MEDICAL OXYGEN

HIGH PRESSURE DOMESTIC WATER

ACID VENT

ACID WASTE

KEYED NOTE IDENTIFICATION

EQUIPMENT IDENTIFICATION

DETAIL TAG - TOP FIGURE IS DETAIL NO. BOTTOM FIGURE IS SHEET NO.

SECTION TAG - TOP FIGURE IS SECTION NO. BOTTOM FIGURE IS SHEET NO.

POINT OF CONNECTION

PLUMBINGFIXTURES

DOMESTIC HOT WATER RETURN(DHWR)

DOMESTIC HOT WATER (DHW)

DOMESTIC COLD WATER (DCW)

FLOOR CLEAN-OUTOR CLEAN-OUT TOGRADE

HOSEVALVE

FLOW SWITCH

NRS GATE VALVE WITHSUPERVISION

BRANCH - SIDE CONNECTION

RISER - UP (ELBOW)

RISER - DOWN (ELBOW)

ARROW INDICATES DIRECTION OF FLOW INPIPE

NIGHT THERMOSTAT

45° ELBOW

90° ELBOW

CALIBRATED BALANCINGVALVE WITH GPM INDICATED

GLOBE VALVE

CHECK VALVE

GATE VALVE

RELIEF VALVE

ANGLE VALVE

PRESSURE REDUCING VALVE EXTERNAL PRESSURE

SOLENOID VALVE

FLOW SWITCH

REDUCER

LOW PRESSURE CONDENSATE

HIGH PRESSURE CONDENSATE

LOW PRESSURE STEAM

MEDIUM PRESSURE STEAM

HIGH PRESSURE STEAM

BOILER BLOW DOWN

BOILER FEED WATER

MAKE UP WATER

NATURAL GAS

EXISTING PIPING

HEATING HOT WATER SUPPLY

HEATING HOT WATER RETURN

GLYCOL HEAT RECOVERY PIPING

GLYCOL PIPING SOLUTION

LIQUIFIED PETROLEUM GAS

EXISTING PIPING TO BEREMOVED

HOT GAS

FUEL OIL SUPPLY

FUEL OIL RETURN

HELICOPTER FUEL SUPPLY

HELICOPTER FUEL RETURN

CHEMICAL FEED

DEMOLITION

TOP FIGURES INDICATENECK SIZE. BOTTOMFIGURE INDICATES CFM.

NEGATIVE PRESSURE DUCT - DROP

ROUND DUCT - RISE

ROUND DUCT - DROP

UNDER FLOOR DUCT

TURNING VANES

FRESH AIR LOUVER

RELIEF AIR OR EXHAUST AIR LOUVER

CEILING SUPPLY DIFFUSER

CEILING RETURN REGISTER

CEILING EXHAUST REGISTER,(BALANCE TO MATCH SUPPLY IFRETURN CFM IS NOT SHOWN)

SIDEWALL SUPPLYREGISTER

SIDEWALL EXHAUST ORRETURN REGISTER

CEILING SUPPLY DIFFUSERWITH FLEXIBLE DUCT

CEILING AIR GRILLE WITHFLEXIBLE DUCT

LINEAR DIFFUSER WITH PLENUM AND FLEXIBLE DUCTCONNECTION. NO. OF SLOTS & SIZE OF SLOT ON TOP,ACTIVE LENGTH AND CFM ON BOTTOM

FLEXIBLE DUCT CONNECTION

FLEXIBLE DUCT

FLAT OVAL DUCT WITH NET INSIDEDIMENSIONS SHOWN IN INCHES.

RECTANGULAR DUCT WITH NET INSIDEDIMENSIONS SHOWN IN INCHES.

ROUND DUCT WITH NET INSIDE DIMENSIONSSHOWN IN INCHES.

WITH RESPECT TO AIR FLOW 15°NOMINAL INCLINE WITH RADIUSTURNS=DEPTH OF DUCT.

INCLINED RISE

INCLINED DROP

R/W=1. ROUND DUCT SIMILAR TO RECTANGULAR

RECTANGULAR TO RECTANGULAR OR ROUND TO ROUNDDUCT TRANSFORMATION MAXIMUM 15° INCLUDED ANGLEEXCEPT WHERE SHOWN OTHERWISE.

RECTANGULAR TO ROUND DUCT TRANSFORMATION

BRANCH DUCT SPLIT WITH 6" WIDTH AND MIN.R=WIDTH OF BRANCH DUCT DOWNSTREAM.ELBOW TURNING VANE OPTIONAL.

TAP ENTRY AREA EQUALS 150% OF BRANCH AREA

HIGH EFFICIENCY FITTING

MANUAL VOLUME DAMPER

FIRE DAMPER IN DUCT, W/ ACCESS PANEL REQD.

COMBINATION FIRE/SMOKE DAMPER W/ ACCESS PANEL

SMOKE DAMPER W/ ACCESS PANEL

ATC DAMPER

ACCESS PANEL IN DUCT OR PLENUM

HEATING OR COOLING COIL IN DUCT

SINGLE DUCT AIR TERMINAL BOX VARIABLE ORCONSTANT VOLUME. MIN. 1-1/2 TERMINAL INLETSIZE STRAIGHT DUCT AT TERMINAL INLET.

LATERAL STRAINER WITH BLOW-OFF VALVE,PROVIDE HOSE END WITH CAP WHERE DISCHARGEIS NOT PIPED TO DRAIN

SHUT OFF VALVE

BALL VALVE

BUTTERFLY VALVE

MOTOR OPERATED BUTTERFLY VALVE

GATE VALVE - NON RISING STEM

PLUG VALVE

ATC - 2 WAY VALVE

ATC - 3 WAY VALVE

F&T=FLOAT & THERMOSTATIC

VENTURI FLOW METER

FLOW METER ORIFICE

PRESSURE SWITCH

TEMPERATURE AND PRESSURETEST PORT

THERMOMETER WELL

THERMOMETER - TEMP RANGE AS INDICATED

PRESSURE GAUGE WITHSHUT OFF PLUG VALVE

PRESSURE GAUGE WITH PIGTAIL

UNION

FLANGE

ECCENTRIC REDUCER

PIPE CAP

SHUT OFF PLUG VALVE FORFOR USE WITH PRESSURE GAUGE

LEADER INDICATES DOWNWORD SLOPE

FLEXIBLE EXPANSION JOINT

ALIGNMENT GUIDE

ANCHOR

VTR

WATER HAMMER ARRESTOR

VENT THRU ROOF

CLEAN-OUT

INLINE PUMP

FAN

INLINE PUMP

ICW

IHW

ISCW

IHWR

INDUSTRIAL SOFT COLD WATER

INDUSTRIAL HOT WATER RETURN

INDUSTRIAL HOT WATER

INDUSTRIAL COLD WATER

LW

LWR

LAB WATER

LAB WATER RETURN

TW

TWR TEMPERED WATER RETURN

TEMPERED WATER

FVS FLUSH VALVE SUPPLY

PC

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

OR

RE

GIS

TER

E

DPROFESSIONA

L

EN

GIN

EE

R

No. 187737

S

TA

T E OF UTAH

JEFFREY S.

WATKINS

11.20.2018

W W W . V B F A . C O M

ASSOCIATES, INC.

VAN BOERUM& FRANK

801.530.3148 T

801.530.3150 F

CONSULTING ENGINEERS

330 South 300 East


Salt Lake City▪ Logan ▪ St. George ▪ Tempe

VBFA Project Number: 18532




54321

D

C

B

A

11

/20/2

01

8 8

:30

:32

AM

MECHANICALSYMBOLSANDLEGEND

KJM

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

409

5

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

M000

JSW

# Date Revision

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

MECHANICAL GENERAL NOTES

1. COORDINATE EXACT PLACEMENT OF DIFFUSERS, GRILLES, AND REGISTERS WITH ARCHITECTURAL REFLECTED CEILING PLAN, TYPICAL.

2. SEE DETAIL FOR DIFFUSER CONNECTIONS TO DUCTWORK, TYPICAL.

3. BRANCH DUCTWORK SHALL BE SIZED TO MATCH THE NECK INLET SIZE OF THE DIFFUSERS, REGISTER OR GRILLE IT SERVES UNLESS NOTED OTHERWISE, TYPICAL.

4. COORDINATE EXACT MOUNTING LOCATION OF ALL THERMOSTATS WITH LATEST REVISION OF ARCHITECTURAL ELEVATION AND FURNISHINGS PLANS, TYPICAL.

5. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CAULKING AND SEALING ALL PENETRATIONS IN FIRE AND SMOKE RATED PARTITIONS TO MAINTAIN RATINGS. SEE SPECIFICATION, TYPICAL.

6. THE MECHANICAL CONTRACTOR SHALL PROVIDE FIRE, SMOKE OR COMBINATION FIRE/SMOKE DAMPERS AT ALL LOCATIONS SHOWN ON THE CONTRACT DOCUMENTS AND AS REQUIRED TO MEET THE INTEGRITY OF ALL SMOKE AND FIRE PARTITIONS. THE CONTRACTOR SHALL REFER TO THE LATEST ARCHITECTURAL LIFE SAFETY PLANS FOR ALL FIRE AND SMOKE PARTITION LOCATIONS. DAMPERS ARE TO BE PROVIDED WITH SHUTOFF/TEST SWITCH AT EACH LOCATION.

7. PROVIDE AND INSTALL TURNING VANES IN ALL SQUARE LOW PRESSURE DUCTWORK AT ELBOWS OR TEES, TYPICAL.

8. INSTALL ALL TERMINAL BOXES IN EASILY ACCESSIBLE AND SERVICEABLE LOCATIONS, MEETING ALL MANUFACTURERS REQUIRED CLEARANCES ON EACH SIDE, SEE DETAILS, TYPICAL.

9. CONTRACTOR SHALL OFF-SET, TRANSITION AND PROVIDE CHANGES AS REQUIRED FOR COORDINATION WITH OTHER TRADES, TYPICAL.

10. DUCTWORK SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. REFER TO MECHANICAL SPECIFICATIONS FOR EXTENT OF DUCT INSULATION AND LINER.

11. PROVIDE AND INSTALL REMOTE DAMPER OPERATORS FOR ALL DAMPERS INSTALLED ABOVE INACCESSIBLE CEILINGS, SEE MECHANICAL SPECIFICATIONS FOR EQUIPMENT REQUIREMENTS, TYPICAL.

12. PROVIDE AND INSTALL HIGH EFFICIENCY TAKE-OFF FITTINGS AND BALANCING DAMPER AT ALL BRANCH CONNECTIONS TO LOW PRESSURE DUCTWORK.

13. PROVIDE AND INSTALL HIGH EFFICIENCY OR CONICAL TAKE-OFFS AT ALL BRANCH CONNECTIONS TO MEDIUM PRESSURE DUCTWORK.

14. WHERE DUCTWORK CROSSES, SUPPLY DUCTWORK IS USUALLY BELOW RETURN AND EXHAUST DUCT. RETURN DUCTWORK IS USUALLY BELOW EXHAUST DUCTS.

15. AT LOCATIONS WHERE DIFFUSERS OR GRILLES ARE UNDER DUCTWORK, CONTRACTOR TO FABRICATE TRANSITION BOOT FROM FLEX CONNECTION TO DIFFUSER OR GRILLE WITH BALANCING DAMPER, TYPICAL.

16. THE MECHANICAL CONTRACTOR SHALL PROVIDE CEILING MOUNTED ACCESS DOORS FOR ALL FIRE, SMOKE AND COMBINATION FIRE/SMOKE DAMPERS INSTALLED ABOVE INACCESSIBLE CEILING. FIELD VERIFY EXACT INSTALLATION LOCATIONS PRIOR TO COMMENCING WORK AND COORDINATE INSTALLATIONS WITH LATEST ARCHITECTURAL REFLECTED CEILING PLANS.

17. MECHANICAL CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT IS PROVIDED AND INSTALLED WITH CLEARANCES PER MANUFACTURERS RECOMMENDATIONS. THE CONTRACTOR SHALL MAINTAIN PROPER SERVICE SPACE FOR COIL PULLS, BAS DEVICES, MAINTENANCE ACCESS, ETC.

18. ALL VAV BOXES TO HAVE REHEAT COILS, EXCEPT AS NOTED. PROVIDE A MINIMUM OF TWO DUCT DIAMETERS OF STRAIGHT ROUND DUCT TO INLET OF VAV BOX. BOX SHALL BE HARD CONNECTED (CONICAL) TO MEDIUM PRESSURE DUCT, TYPICAL.

19. PROVIDE ACCESS DOORS TO ACCESS VAV BOX CONTROLS ABOVE HARD CEILINGS. PROVIDE MIN. 24" X 24".

20. ALL PIPE AND DUCT SIZES SHALL REMAIN THE SAME SIZE SHOWN, IN THE DIRECTION OF FLOW, UNTIL SHOWN OTHERWISE.

21. ALL DUCTWORK ABOVE HARD CEILINGS SHALL BE EXTENDED ALL THE WAY TO THE SUPPLY DIFFUSERS, RETURN GRILLS OR EXHAUST GRILLS WHETHER OR NOT HARD DUCT OR FLEX DUCT IS SHOWN ON PLANS. FLEX DUCT WILL NOT BE ALLOWED TO DIFFUSERS OR GRILLS ABOVE HARD CEILINGS. FLEX DUCT WILL BE REQUIRED IN AREAS ABOVE T-BAR CEILINGS.

22. NEW DUCTWORK, PIPING AND EQUIPMENT SHALL BE COORDINATED WITH STRUCTURE, LIGHTS, REFLECTED CEILING PLANS, CABLE TRAY, ELECTRICAL CONDUIT, PLUMBING, MECHANICAL AND FIRE PROTECTION PIPING, MEDICAL GASES, ALL OTHER TRADES AND ALL OTHER EXISTING CONDITIONS.

23. THE CONTRACTOR SHALL INFORM THE DESIGNER OF ANY PROPOSED DEVIATIONS FROM THE CONTRACT DOCUMENTS.

24. PROVIDE ACCESS TO ALL TEMPERATURE CONTROLS ABOVE CEILING. LOCATE IN ACCESSIBLE LOCATION. WHERE THERE ARE HARD CEILINGS THE CONTRACTOR SHALL PROVIDE 24"X24" ACCESS DOOR.

PLUMBING GENERAL NOTES

1. UNLESS OTHERWISE NOTED, SLOPE PIPE AS FOLLOWS: WASTE BRANCHES: 1/4" PER FOOT; WASTE MAINS: 1/4" PER FOOT; ROOF DRAIN/ROOF DRAIN OVERFLOW: 1/8" PER FOOT.

2. ALL WORK DONE SHALL BE PERFORMED WITH WATER CONTROL IN MIND. CONTAINMENT OF WATER IS NECESSARY TO PREVENT WATER FROM DAMAGING AREAS ON FLOORS BELOW.

3. PLUMBING DRAWINGS ARE SCHEMATIC IN NATURE. FIELD VERIFY EXACT PIPE ROUTING AND COORDINATE WITH ALL OTHER TRADES.

4. ALL PIPING IN PLUMBING CHASES SHALL BE ARRANGED TO ALLOW MAINTENANCE ACCESS.

5. NO PIPING TO RUN OVER ELECTRICAL PANELS, VFD'S OR MCC'S. PROTECT EQUIPMENT WITH A 42" DEEP ZONE IN FRONT OF PANELS, VFD'S, AND MCC'S.

6. COORDINATE FAN ROOM FLOOR DRAIN AND FLOOR SINK LOCATIONS WITH COOLING COIL, EVAPORATIVE SECTION, AND HEATING COIL LOCATIONS.

7. CONTRACTOR TO PROVIDE VALVE IDENTIFICATION AND LOCATION ON ALL CEILING TILES WHERE VALVES ARE LOCATED.

8. PIPING AND ROUTING SHOWN, INCLUDING ALL BELOW FLOOR DECK PIPING, IS APPROXIMATE. IT IS UP TO THE CONTRACTOR TO FIELD VERIFY THE EXACT LOCATION AND SIZE OF ALL PIPING.

9. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE MOUNTING HEIGHTS, DIMENSIONS, AND OTHER REQUIREMENTS.

10. CONTRACTOR TO VERIFY CONNECTION SIDE OF ADA FIXTURES AND ADJUST ACCORDINGLY. INSTALL FLUSH VALVES HANDLES ON WIDE SIDE OF ALL FIXTURES.

11. LOCATE ALL VENTS MINIMUM 25' AWAY FROM AIR INTAKES.

12. INSTALL ALL DOMESTIC WATER LINES BELOW DUCTWORK.

13. INSTALL A 24" X 24" ACCESS DOOR BELOW ALL ISOLATION VALVES, BALANCING VALVES AND WATER HAMMER ARRESTORS WHERE MOUNTED ABOVE HARD CEILINGS.

14. MOUNT ALL ISOLATION VALVES, CONTROL VALVES, BALANCING VALVES, ETC. NEAR CEILING HEIGHT FOR ACCESSIBILITY.

15. INSTALL ALL EQUIPMENT WITH SUFFICIENT CLEARANCE FOR MAINTENANCE PER MANUFACTURERS RECOMMENDATION.

16. COORDINATE ALL FLOOR PENETRATIONS WITH STRUCTURAL AND PROVIDE SLEEVES AS NECESSARY.

17. COORDINATE EXACT LOCATION OF PLUMBING WITH STRUCTURAL MEMBERS, LIGHTS, REFLECTED CEILING, CABLE TRAY, DUCTWORK, MECHANICAL PIPING, MEDICAL GASES, FIRE PROTECTION AND OTHER TRADES, TYPICAL.

18. COORDINATE THE LOCATION OF THE FLOOR DRAIN, SHOWER DRAIN, OR FLOOR SINK WITH ARCHITECTURAL AND STRUCTURAL, TYPICAL.

19. ACCESS DOORS SHALL BE PROVIDED TO ALL WATER HAMMER ARRESTORS IN WALLS OR ABOVE CEILINGS.

20. SEE PLUMBING FIXTURE SCHEDULE FOR PIPE SIZES OF WASTE, VENT AND DOMESTIC WATER TO/FROM SINGLE FIXTURE.

21. HOSE BIBBS SHOWN AT LAVATORIES ARE TO BE MOUNTED AT AN ACCESSIBLE LOCATION UNDER THE LAVATORY.

22. COORDINATE EXACT LOCATION OF PLUMBING PIPING WITH STRUCTURAL MEMBERS, LIGHTS, REFLECTED CEILING PLANS, CABLE TRAY,ELECTRICAL CONDUITS, DUCTWORK, MECHANICAL AND FIRE PROTECTION PIPING, AND ALL OTHER TRADES AND ALL EXISTING CONDITIONS.

23. LOCATE CIRCUIT SETTERS, VALVES, WATER HAMMER ARRESTORS, ETC. IN ACCESSIBLE LOCATIONS. PROVIDE 24"X24" ACCESS PANEL WHERE ITEM IS LOCATED ABOVE A HARD CEILING.

24. ALL PIPE AND DUCT SIZES SHALL REMAIN THE SAME SIZE SHOWN, IN THE DIRECTION OF FLOW, UNTIL SHOWN OTHERWISE.

25. INSTALL CLEANOUTS IN DRAIN PIPING AS INDICATED, AND WHERE NOT INDICATED, ACCORDING TO THE FOLLOWING.

a) SIZE SAME AS DRAINAGE PIPING UP TO 4" NPS. USE 4" NPS FOR LARGER. DRAINAGE PIPING UNLESS LARGER CLEANOUT IS

INDICATED.

b) LOCATE AT MINIMUM INTERVALS OF 50 FT FOR PIPING 4" NPS AND SMALLER AND 100 FT FOR LARGER PIPING.

c) LOCATE AT THE BASE OF EACH VERTICAL STACK.

RE

GIS

TER

E

DPROFESSIONA

L

EN

GIN

EE

R

No. 187737

S

TA

T E OF UTAH

JEFFREY S.

WATKINS

11.20.2018


ASSOCIATES, INC.

VAN BOERUM& FRANK

801.530.3148 T

801.530.3150 F


330 South 300 East







54321

D

C

B

A

11

/20/2

01

8 8

:30

:33

AM

MECHANICALGENERALNOTES

KJM

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

409

5

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

M001

JSW

# Date Revision

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

MEN'S TOILETS

S101

WOMEN'S TOILETS

S102

SHOWER ROOM

S106

MECH ROOM / CHASE

S107

SHOWER ROOM (ADA)

S103

SHOWER ROOM

S104

SHOWER ROOM

S105

K L

8

9

10

10ø CD-1175

10ø CD-1190

10ø CD-1185

6ø CD-155

6ø CD-145

6ø CD-145

6ø CD-175

6/6 EG-170

6/6 EG-160

6/6 EG-160

6/6 EG-190

10/10 EG-1200

10/10 EG-1190

10/10 EG-1205

ERV

1

14

/12

S.A

.

10/10 S.A.

10

/10

S.A

.

10/10 S.A.

10/10 E.A.

10

/10

E.A

.

8/8 E.A. 8/8 E.A.

16

/12

E.A

.

6/6 E.A. 6/6 E.A.

CU

1

14/12 S.A. UP

16/12 E.A. UP

12

3

10ø S.A. 10ø S.A.

DXC

1

EHC

14

T5

WH

1

RE

GIS

TER

E

DPROFESSIONA

L

EN

GIN

EE

R

No. 187737

S

TA

T E OF UTAH

JEFFREY S.

WATKINS

11.20.2018


ASSOCIATES, INC.

VAN BOERUM& FRANK

801.530.3148 T

801.530.3150 F


330 South 300 East







54321

D

C

B

A

11

/20/2

01

8 8

:30

:35

AM

MECHANICALPLAN

KJM

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

409

5

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

M101

JSW

3/8" = 1'-0"M101

1 MECHANICAL PLAN

KEYED NOTES

1. INSTALL THE ERV UNIT ON A SLOPED CURB ON THE ROOF ABOVE. THE UNIT IS TO BE LEVEL WHEN IN OPERATION. POSITION THE UNIT SO THE OUTSIDE AIR AND EXHAUST AIR DUCTWORK CAN BE ROUTED INTO THE CEILING SPACE WHILE DISRUPTING THE ROOF FRAMING AS LITTLE AS POSSIBLE.

2. INSTALL THE CONDENSING UNIT ON AN OVERBUILD FLAT PLATFORM ON THE ROOF. REFER TO STRUCTURAL DRAWINGS FOR DETAILS ON THE OVERBUILD FLAT PLATFORM. PROVIDE 3/8" LIQUID AND 3/4" SUCTION REFRIGERANT PIPING BETWEEN THIS OUTDOOR UNIT AND THE INDOOR DUCT DX COIL. PROVIDE A WEATHER PROTECTION ENCLOSURE FOR ALL EXPOSED REFRIGERANT PIPING. WEATHER PROOF ALL ROOF PENETRATIONS.

3. INSTALL THE INDOOR DUCT-MOUNTED DX COOLING COIL IN THE OUTDOOR AIR DUCTWORK IN APPROXIMATELY THIS LOCATION. PROVIDE A 24" x 24" ACCESS PANEL THROUGH THE CEILING BELOW THE DUCT-MOUNTED COIL.

4. INSTALL THE INDOOR DUCT-MOUNTED ELECTRIC HEATING COIL IN THE OUTDOOR AIR DUCTWORK IN APPROXIMATELY THIS LOCATION. PROVIDE A 24" x 24" ACCESS PANEL THROUGH THE CEILING BELOW THE DUCT-MOUNTED COIL.

5. INSTALL A THERMOSTAT ON THE WALL IN THE WOMEN'S RESTROOM. THIS THERMOSTAT IS TO CONTROL THE ERV UNIT, THE OUTDOOR CONDENSING UNIT, THE DUCT-MOUNTED ELECTRIC HEATING COIL, AND THE DUCT-MOUNTED DX COOLING COIL.

# Date Revision

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

RE

GIS

TER

E

DPROFESSIONA

L

EN

GIN

EE

R

No. 187737

S

TA

T E OF UTAH

JEFFREY S.

WATKINS

11.20.2018


ASSOCIATES, INC.

VAN BOERUM& FRANK

801.530.3148 T

801.530.3150 F


330 South 300 East







54321

D

C

B

A

11

/20/2

01

8 8

:30

:38

AM

MECHANICALDETAILS

KJM

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

409

5

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

M501

JSW

# Date Revision

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

RE

GIS

TER

E

DPROFESSIONA

L

EN

GIN

EE

R

No. 187737

S

TA

T E OF UTAH

JEFFREY S.

WATKINS

11.20.2018


ASSOCIATES, INC.

VAN BOERUM& FRANK

801.530.3148 T

801.530.3150 F


330 South 300 East







54321

D

C

B

A

11

/20/2

01

8 8

:30

:40

AM

MECHANICALDETAILS

KJM

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

409

5

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

M502

JSW

# Date Revision

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

RE

GIS

TER

E

DPROFESSIONA

L

EN

GIN

EE

R

No. 187737

S

TA

T E OF UTAH

JEFFREY S.

WATKINS

11.20.2018


ASSOCIATES, INC.

VAN BOERUM& FRANK

801.530.3148 T

801.530.3150 F


330 South 300 East







54321

D

C

B

A

11

/20/2

01

8 8

:30

:42

AM

MECHANICALDETAILS

KJM

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

409

5

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

M503

JSW

# Date Revision

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

RE

GIS

TER

E

DPROFESSIONA

L

EN

GIN

EE

R

No. 187737

S

TA

T E OF UTAH

JEFFREY S.

WATKINS

11.20.2018


ASSOCIATES, INC.

VAN BOERUM& FRANK

801.530.3148 T

801.530.3150 F


330 South 300 East







54321

D

C

B

A

11

/20/2

01

8 8

:30

:44

AM

MECHANICALDETAILS

KJM

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

409

5

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

M504

JSW

# Date Revision

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

RE

GIS

TER

E

DPROFESSIONA

L

EN

GIN

EE

R

No. 187737

S

TA

T E OF UTAH

JEFFREY S.

WATKINS

11.20.2018


ASSOCIATES, INC.

VAN BOERUM& FRANK

801.530.3148 T

801.530.3150 F


330 South 300 East







54321

D

C

B

A

11

/20/2

01

8 8

:30

:45

AM

MECHANICALDETAILS

KJM

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

409

5

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

M505

JSW

# Date Revision

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

RE

GIS

TER

E

DPROFESSIONA

L

EN

GIN

EE

R

No. 187737

S

TA

T E OF UTAH

JEFFREY S.

WATKINS

11.20.2018


ASSOCIATES, INC.

VAN BOERUM& FRANK

801.530.3148 T

801.530.3150 F


330 South 300 East







54321

D

C

B

A

11

/20/2

01

8 8

:30

:48

AM

MECHANICALDETAILS

KJM

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

409

5

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

M506

JSW

# Date Revision

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

RE

GIS

TER

E

DPROFESSIONA

L

EN

GIN

EE

R

No. 187737

S

TA

T E OF UTAH

JEFFREY S.

WATKINS

11.20.2018


ASSOCIATES, INC.

VAN BOERUM& FRANK

801.530.3148 T

801.530.3150 F


330 South 300 East







54321

D

C

B

A

11

/20/2

01

8 8

:30

:49

AM

MECHANICALSCHEDULES

KJM

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

409

5

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

M601

JSW

# Date Revision

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

MEN'S TOILETS

S101

WOMEN'S TOILETS

S102

SHOWER ROOM

S106

MECH ROOM / CHASE

S107

SHOWER ROOM (ADA)

S103

SHOWER ROOM

S104

SHOWER ROOM

S105

K L

8

9

10

DXC

1

WC-1

U-1

WC-2 WC-1 WC-1

WC-2

WC-2

SH-2

L-1

L-1L-1

L-1

SH-1

SH-1 SH-1

SS-1

L-1 L-1

EWC-1

L-1 L-1

WH

1

2" DCW

NFH-1

HY-1

2" DCW 1 1/2" DCW

1" DCW

1 1/2" DCW

1 1/4" DCW

3/4" DCW

1 1/4" DHW

1" DHW

1" DHW

1" DCW

3/4" DHW

GPM1.0

3/4" DCW

NFH-1

1

2

3

4 DET

1

RCP

1

1" DCW

1 1/4" DCW

1 1/4" DHW

3/4" DCW3/4" DHW 3/4" DCW

HB-1 HB-1

3/4" DCW1/2" DCW 1/2" DCW

RE

GIS

TER

E

DPROFESSIONA

L

EN

GIN

EE

R

No. 187737

S

TA

T E OF UTAH

JEFFREY S.

WATKINS

11.20.2018


ASSOCIATES, INC.

VAN BOERUM& FRANK

801.530.3148 T

801.530.3150 F


330 South 300 East







54321

D

C

B

A

11

/20/2

01

8 8

:30

:52

AM

PLUMBINGSUPPLYPLAN

KJM

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

409

5

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

P101

JSW

3/8" = 1'-0"P101

1 PLUMBING SUPPLY PLAN

KEYED NOTES

1. CONNECT THIS NEW 2" DOMESTIC COLD WATER PIPING TO THE EXISTING 2" DOMESTIC COLD WATER PIPING RUNNING UNDERGROUND BETWEEN THE MAIN EQUESTRIAN ARENA AND THE SHOW BARN APPROXIMATELY 170 FEET TO THE SOUTHEAST. FIELD VERIFY THE EXACT TIE-IN LOCATION.

2. RAISE THE NEW DOMESTIC COLD WATER PIPING UP THROUGH THE MECHANICAL FLOOR IN APPROXIMATELY THIS LOCATION.

3. PROVIDE PRESSURE REDUCING WATER HEADER PIPING IN THIS LOCATION. REFER TO DETAIL 2 ON SHEET M501 FOR ADDITIONAL INFORMATION.

4. REFER TO DETAIL 8 ON SHEET M502 FOR ADDITIONAL INFORMATION ABOUT THE PIPING AND FITTINGS REQUIRED FOR THE WATER HEATER.

# Date Revision

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

K L

8

9

10

FD-2

SS-1

WH

1

U-1

3" W

4" W

4" W

L-1 L-1

FD-1

WC-1WC-2

EWC-1

4" W

2" W

FD-1

L-1

2" V

2" W 2" W 4" W 4" W

2" V

MEN'S TOILETS

S101

WOMEN'S TOILETS

S102

SHOWER ROOM

S106

MECH ROOM / CHASE

S107

SHOWER ROOM (ADA)

S103

SHOWER ROOM

S104

SHOWER ROOM

S105

2" V

3" V 2" V

2" V

3" V VTR

2" V

3" V

4" W

DXC

1

L-1 L-1

FD-1

WC-1 WC-1 WC-2

WC-2

L-1

L-1L-1

1

23

FCO

FCO

FCO

FD-3

FD-3 FD-3

FD-3

FD-1

FD-1 FD-1

2" V

2" V

RE

GIS

TER

E

DPROFESSIONA

L

EN

GIN

EE

R

No. 187737

S

TA

T E OF UTAH

JEFFREY S.

WATKINS

11.20.2018


ASSOCIATES, INC.

VAN BOERUM& FRANK

801.530.3148 T

801.530.3150 F


330 South 300 East







54321

D

C

B

A

11

/20/2

01

8 8

:30

:54

AM

PLUMBINGDRAIN &VENT PLAN

KJM

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

409

5

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

P102

JSW

3/8" = 1'-0"P102

1 PLUMBING DRAIN & VENT PLAN

KEYED NOTES

1. CONNECT THIS NEW 4" SANITARY SEWER PIPING INTO THE EXISTING 6" SANITARY SEWER PIPING THAT IS JUST OFF THIS CORNER OF THE EXISTING BUILDING. FIELD VERIFY THE EXACT TIE-IN LOCATION.

2. CONNECT A 3/4" CONDENSATE DRAIN PIPE INTO THE DRIP PAN OF THE DX COOLING COIL IN THIS LOCATION.

3. DROP THE 3/4" CONDENSATE DRAIN PIPE DOWN INSIDE THE WALL IN THIS LOCATION AND COME OUT JUST ABOVE THE SERVICE SINK SO IT CAN DRAIN INTO IT.

# Date Revision

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

RE

GIS

TER

E

DPROFESSIONA

L

EN

GIN

EE

R

No. 187737

S

TA

T E OF UTAH

JEFFREY S.

WATKINS

11.20.2018


ASSOCIATES, INC.

VAN BOERUM& FRANK

801.530.3148 T

801.530.3150 F


330 South 300 East







54321

D

C

B

A

11

/20/2

01

8 8

:30

:55

AM

PLUMBINGSCHEDULES

KJM

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

409

5

SA

LT

LA

KE

CO

UN

TY

18142

11.20.2018

EQ

UE

ST

RIA

N C

EN

TE

R A

DD

ITIO

N

PERMIT SET

P601

JSW

# Date Revision

21

00

WE

ST

11

40

0 S

OU

TH

, S

OU

TH

JO

RD

AN

, U

TA

H 8

40

95

SA

LT

LA

KE

CO

UN

TY

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

TYPICAL ROUGH-IN DETAIL

NOTES:

1. IN ACCORDANCE W/ IBC 711.3.2, OUTLETS ON OPPOSITE SIDES OF FIRERATED WALLS OR PARTITIONS IN THE SAME STUD SPACE MUST BESEPARATED BY MIN. OF 24" HORIZONTAL DISTANCE.

1. TYP. FOR WOOD & METAL STUD ROUGH-IN.

2. PLASTER RINGS NOT SHOWN.

3. LOCATE ALL OUTLET BOXES IN ACCORDANCE W/ ARCH.& MECH. DWGS., AND W/ ALL APPLICABLE SHOP DWGS

TYPICAL DUPLEXOUTLET BOX

TYPICAL SWITCHOUTLET BOX

BAR STRAPS

BARSTRAPS

PROVIDE CONDUIT SUPPORTS INACCORDANCE W/ NEC SPACINGREQUIREMENTS FOR THE TYPE OFRACEWAY REQUIRED

AS REQUIRED FOR TYPE OFCONSTRUCTION

STEEL CITY NO.7501 BOX SUPPOR

A

B

NOTES:1. THE CONTRACTOR MUST COORDI NATE EXACT LOCATI ON OF THE DI SCONNECT WI TH THE MECHANI CALCONTRACTOR TO ELIMI NATE ANY OBSTACLE ( PIPE,CONCRETE PAD ETC.) IN FRONT OF THE DI SCONNECT. I FTHERE ARE ANY OBSTACLES, PROVI DE UNISTRUT AND INSTALL THE DI SCONNECT NEXT TO MECHANI CALEQUI PMENT IN ORDER TO PROVIDE THE REQUI RED CLEARANCE.

2. PROVIDE MI NI MUM CLEARANCE AS FOLLOWS:

SYSTEM VOLTAGE480

208

A B42"

36" 30"30"

DI SCONNECTSWI TCH

FLEXIBLE LIQUI DTI GHT METALLI CCONDUI T

MECHANI CALEQUI PMENTTYPICAL

CLEAREDSPACE

TYPICAL DISCONNECT CLEARANCE REQUIREMENTS

NOTE:TYPI CAL DETAI LS SHOWI NG GENERAL FI RESTOPPI NG PROCEDURE. ACTUAL PROCEDUREDEPENDS UPON ANNUL AR SPACE BETWEENPI PE AND/OR I NSULATI ON AND OPENI NG.FOLLOW MANUFACTURER' S I NSTRUCTI ONS.

DAMMI NG MATERI AL ( BACKER ROD,FI BERGLASS OR MI NERAL WOOL)

3M FI RE BARRI ERCP 25WB CAULKFI RE RATED CONCRETE

FLOOR SLAB

CONDUI T ORINSULATED CABLES

TYPICAL FIRESTOP FOR CABLES/CONDUITTHROUGH CONCRETE FLOORING

NOTE:TYPI CAL DETAI LS SHOWI NG GENERAL FI RESTOPPI NG PROCEDURE. ACTUAL PROCEDUREDEPENDS UPON ANNUL AR SPACE BETWEENPI PE AND/OR I NSULATI ON AND OPENI NG.FOLLOW MANUFACTURER' S I NSTRUCTI ONS.

CP 25WB CAULK ONBOTH SI DES OF WALL

INSULATED CABLES OR CONDUI T

FI RE RATED CONCRETE/ CONCRETEBLOCK WALL

DAMMI NG MATERI AL(BACKER ROD,FI BER-GLASSOR MI NERAL WOOL)

NON-METALLI C SLEEVE MAYEXTEND A MAX 2" ( 51 mm)BEYOND THE WALL SURFACE

TYPICAL FIRESTOP FOR CABLES/CONDUITTHROUGH CONCRETE WALLS

NOTE:1. TYPICAL DETAILS SHOWING GENERAL FIRESTOPPING PROCEDURE. ACTUAL PROCEDUREDEPENDS UPON ANNULAR SPACE BETWEENPIPE AND/OR INSULATION AND OPENING.FOLLOW MANUFACTURER'S INSTRUCTIONS.

1/4" MINIMUM DIAMETERBEAD OF 3M FIRE BARRIER CP25 CAULK OR MP MOLDABLEPUTTY

METALLICCONDUIT

1/4" MINIMUM DIAMETERBEAD OF 3M FIRE BARRIERCP 25 CAULK OR MPMOLDABLE PUTTY

1 OR 2 HOUR FIRE RATEDGYPSUM WALL BOARD

WOOD OR STEEL STUD

FIRESTOP FOR METAL CONDUITTHROUGH GYPSUM WALL BOARD

PULL

FIRE

WALL MOUNTED OCCUPANCY SENSOR:1. TO BE DUAL TECHNOLOGY2. TO HAVE TWO LEVEL SWITCHING. SWITCH "a"

INDICATED ON THE DRAWING SHALL BE OCCUPANCYSENSOR AND SWITCH "b" SHALL BE MANUAL ON.

3. TO HAVE BUILT IN PHOTO CELL4. TO HAVE MANUAL ON/OFF BUTTONS5. FOR SMALLER ROOMS (UP TO 300SF) SET TIME DELAY

TO 15 MINUTES AND SENSITIVITY TO MEDIUM. FORLARGER ROOMS (GREATER THAN 300SF) SET TIMEDELAY TO 25 MINUTES AND SENSITIVITY TO HIGH.

6. ONE CIRCUIT TO BE AUTO ON (TURN ON WHENLIGHT LEVEL IS LESS THAN 30FC) AND SECONDCIRCUIT TO BE MANUAL ON

7. TO BE RATED FOR 120/277 VOLT8. TO BE RATED FOR THE LOAD IT IS TIED TO9. REFER TO MANUFACTURERS WIRING DIAGRAM10. RE-PROGRAMMING OF OCCUPANCY SENSORS MAY BE

REQUIRED TO MEET OWNERS NEED11. TO HAVE BUILT-IN ADJUSTABLE SCREEN SO THE

SENSOR DOESN'T DETECT MOVEMENT OUTSIDETHE ROOM. ADJUST THE SENSOR FOR EACH ROOM.

12. APPROVED MANUFACTURERS: WATTSTOPPER, ACUITY, DOUGLAS, COOPER, LUTRON,LEVITON

SECONDARYLOAD

PRIMARYLOAD

LINE 1

LINE 2

NEUTRAL WHITE

NEUTRAL

NEUTRAL

GROUND GREEN

TWO CIRCUIT WIRING

WHITE

WHITE

CEILING MOUNTED OCCUPANCY SENSOR:1. TO BE DUAL TECHNOLOGY2. FOR SMALLER ROOMS (UP TO 300SF) SET TIME

DELAY TO 15 MINUTES AND SENSITIVITY TO MEDIUM.FOR LARGER ROOMS (GREATER THAN 300SF) SETTIME DELAY TO 25 MINUTES AND SENSITIVITY TOHIGH.

3. PROVIDE PROPER POWER PACK FOR THELOAD

4. SUPPLIER IS TO SUBMIT LAYOUT ANDPLACEMENT OF THE SENSORS TO PROVIDE A100% COVERAGE IN THE SPACE. PROVIDEADDITIONAL SENSORS AS NECESSARY FOR ATROUBLE FREE OPERATION.

5. REFER TO MANUFACTURERS WIRINGDIAGRAM

6. APPROVED MANUFACTURERS: WATTSTOPPER, ACUITY, DOUGLAS, COOPER, LUTRON,LEVITON

OCCUPANCY/VACANCY SENSOR DETAIL

LAST LIGHTFIXTURE OREQUIPMENT

LAST OUTLETOR EQUIPMENT

CIRCUIT LENGTH

(REFER TO THE CHART BELOW FOR WIRE SIZE,PROPERLY UPSIZE THE GROUND CONDUCTOR)UTILIZE THIS CHART FOR ALL 20 AMP CIRCUITSINCLUDING THREE PHASE EQUIPMENT)

MINIMUMCONDUCTOR SIZE

MAX CIRCUITLENGTH

(120 VOLT)

MAX CIRCUITLENGTH

(480 VOLT)

#12#10

#8#6

#4

75 FT

125 FT

205 FT

325 FT

440 FT

180 FT

260 FT

420 FT

660 FT900 FT

MAX CIRCUITLENGTH

(208 VOLT)

MAX CIRCUITLENGTH

(277 VOLT)

130 FT

215 FT

350 FT550 FT

750 FT

300 FT

500 FT

820 FT1300 FT

1600 FT

#3

#2

550 FT

660 FT

930 FT

1120 FT

1260 FT

1500 FT2200 FT

2600 FT

BRANCH PANEL

20A

BRANCH PANEL

20A

TYPICAL BRANCH CIRCUIT CONDUCTOR SIZE DETAIL(BASED ON DISTANCE AND VOLTAGE DROP)

36" FOR 208 V48" FOR 480 V

REQUIRED INDOOR INSTALLATIONSPACES FOR ELECTRICAL EQUIPMENT

WIDTH OF EQUIPMENT(MINIMUM 30")

HEIGHT OFEQUIPMENT

(6' MINIMUM)

6' OR CEILINGHEIGHT

EXHAUST DUCT

DEDICATEDELECTRICAL

SPACE

SPRINKLER ALLOWED

6 1/2 FT

WORKING SPACE

NOTES:1. THE WIDTH OF THE WORKING SPACE SHALL BE AT LEAST 30" OR THE WIDTH OF THE PANEL BOARD, WHICHEVER IS GREATER.

2. WORKING SPACE HEAD ROOM SHALL BE A MINIMUM OF 6.5'.3. THE MAXIMUM HEIGHT OF CIRCUIT BREAKERS/DISCONNECT SWITCH HANDLE SHALL NOT BE MORE THAN 6'6".

RECESSED TROFFER

FI XTURE CLAMP - PROVIDEONE PER SIDE OF EACHFI XTURE

LAY- I N GRI D SYSTEM

WI RE HANGER AT EACH CORNEROF FI XTURE ( TYP) INDEPENDENTOF CEI LI NG SUPPORT SYSTEM

TYPICAL RECESSED FIXTURE MOUNTING DETAIL

EXTERIOR PLYWOODOR BLOCK

EXTERIOR FINISHED MATERIAL

EXTERIOR FINISHED MATERIAL

ATTACH EXTERIOR BOXWITH SCREWS ATTHIS LOCATION (TYP. OF 4)

NOTES:1.RECESSED EXTERIOR BOX SHALL BE EQUAL TO ARLINGTON CAT #DSBVM1W-PAINTABLE. PROVIDE PROPER BOX FOR THE TYPE OF EXTERIOR BUILDING WALL MATERIAL.2.SEE MANUFACTURERS INSTALLATION INSTRUCTIONS.3.PAINT COVER TO MATCH EXTERIOR FINISH. COORDINATE WITH ARCHITECT.

EXTERIOR BUILDING MOUNTED OUTLET

OCCUPANCY SENSORREFER TO DETAIL D7/D7AFOR PRORAMMING

OCCUPANCY SENSOR LOCATION DETAIL

DOOR

ELEVATION

OFFICE

OCCUPANCY SENSORREFER TO DETAIL D7/D7AFOR PRORAMMING

LIGHT FIXTURE TO STAY ON AT NIGHT (NIGHT LIGHT). PROVIDE UNSWITCHED LIGHTING CIRCUIT.

LIGHT FIXTURE ON EMERGENCY POWER PROVIDE BATTERY AS REQUIRED

EXIT LIGHT. ARROWS SHOW EXIT DIRECTION

EMERGENCY BATTERY OPERATED LIGHT SINGLE OR TWIN BEAM

LIGHTING FIXTURE CALL OUT. NUMBER INDICATES A SUGGESTED QUANTITY- TO BE VERIFIED

REFERENCE NOTES CALL OUT

SINGLE POLE TOGGLE SWITCH - 20 AMP

SINGLE POLE TOGGLE SWITCH - 20 AMP LETTERS INDICATE SWITCH ASSIGNMENT

THREE WAY TOGGLE SWITCH - 20 AMP LETTERS INDICATE SWITCH ASSIGNMENT

SINGLE POLE PILOT SWITCH - 20 AMP, LETTER INDICATE SWITCH ASSIGNMENT

OVERRIDE SWITCH - 20 AMP

LOW PROFILE SLIDE DIMMER- SUITABLE FOR THE LOAD

LOW VOLTAGE BUTTON TO BE TIED TO LCP

DUPLEX CONVENIENCE OUTLET - 20 AMP

DUPLEX CONVENIENCE OUTLET - 20 AMP, GFCI PROTECTED.

RECESSED CLOCK-TYPE OUTLET - 20 AMP

DUPLEX CONVENIENCE OUTLET - 20 AMP ELECTRIC WATER COOLER

FOUR - PLEX CONVENIENCE OUTLET - 20 AMP

DUPLEX OUTLET WITH TWO BUILT IN USB PORTS. 20 AMP. EQUAL TO PASS AND SEYMOUR#5362USBSCBA*.

JUNCTION BOX - SIZE AND FUNCTION AS REQUIRED

EACH ARROW INDICATES A HOME RUN. RUN GROUND CONDUCTOR REGARDLESS OF CONDUIT TYPE.NUMBER OF CONDUCTORS AS REQUIRED

FUSED DISCONNECT SWITCH - SIZE AS REQUIRED-STANDARD HEIGHT TO BE 66" AFF TO THE TOP

FLUSH TELEPHONE, DATA OUTLET

FLUSH TELEPHONE OUTLET

FLUSH DATA OUTLET

MOTOR LOCATION

MECHANICAL EQUIPMENT CALL OUT

MANUAL DISCONNECT WITH THERMAL OVERLOAD PROTECTION

ELECTRICAL PANEL LOCATION

DUAL TECH WALL MOUNTED OCCUPANCY SENSOR TO CONTROL LIGHTING IN THE ROOM

TWO CIRCUIT, DUAL TECH WALL MOUNTED OCCUPANCY SENSOR TO CONTROL LIGHTING IN THE ROOM

DUAL TECH WALL MOUNTED OCCUPANCY SENSOR WITH BUILT IN 0-10V DIMMER AND PHOTOCELL TOCONTROL LIGHTING IN THE ROOM.PROVIDE SNAP ON COVER PLATE.

DUAL TECH CEILING MOUNTED OCCUPANCY SENSOR TO CONTROL LIGHTING IN THE ROOM

ELECTRICAL METER LOCATION

INDICATES WEATHER PROOF EQUIPMENT

INDICATES DEVICE IS ABOVE COUNTER TOP-42" AFF REFER TO ARCHITECTURAL ELEVATION

INDICATES DEVICES WITH LOW PROFILE WIRE GUARD. SUBMIT FOR APPROVAL

INDICATES DEVICES MOUNTED ON THE CEILING, COORDINATE LOCATION WITH THE ARCHITECT.

ABOVE CEILING. COORDINATE EXACT LOCATION.

DEDICATED OUTLET FOR PRINTER/FAX

HAND DRYER- COORDINATE LOCATION AND HEIGHT WITH ARCHITECT

DOOR OPENER-INSTALL AND WIRE CONTROL SWITCHES

DISPOSAL-PROVIDE WALL MOUNTED CONTROL SWITCH

DC

DS

CARD READER ROUGH IN DETAIL

DOUBLE GANGBOX, FLUSH

CARDREAD ER

DOO RSTRI KE

DOORCONTACT

SI NGLE GANGBOX

3/ 4" CONDUI T

ASSESSABLE CEI LI NGON THE SAME FLOOR

JUNCTI ON BOX(DOUBLE GANG)

NOTES:1. COORDI NATE EXACT LOCATI ON

WI TH THE OWNER PRIOR TOROUGH-I N.

2. PROVI DE ADDITI ONAL CONDUI T,ETC AS NECESSARY.

3. PROVI DE PULL STRI NG IN ALLEMPTY CONDUI TS.

4. PROPERLY LABEL BOTH ENDS OFCONDUI TS.

5. PROVI DE COVER PLATE FORJ- BOXES.

1. ALL NEW WORK MUST MEET THE CURRENT ADOPTED NATIONAL ELECTRICAL CODE (NEC) AND ALL THE LOCAL CODES.

2. NOT MORE THAN THREE (3) CIRCUITS SHALL BE INSTALLED IN A 3/4" CONDUIT.3. RUN A NEUTRAL CONDUCTOR FOR EACH PHASE CONDUCTOR. DO NOT SHARE THE NEUTRAL CONDUCTOR IN

HOMERUNS. (NEC 210.4).4. THE MINIMUM SIZE OF THE CONDUCTORS SHALL BE A NO. 12 AWG, THHN COPPER. UNLESS INDICATED OTHERWISE

ON THE DRAWINGS.5. LIGHT FIXTURES, RACEWAYS AND OTHER ELECTRICAL DEVICES SHALL BE SUPPORTED FROM THE STRUCTURE NOT

FROM METAL OR WOOD CEILING DECK. UTILIZE UNISTRUTS IN BETWEEN STRUCTURE AS NEEDED.6. WHERE CIRCUIT CONDUCTORS ARE TO BE INCREASED IN SIZE TO MEET THE VOLTAGE DROP REQUIREMENT, THE

EQUIPMENT GROUNDING CONDUCTORS MUST BE INCREASED ACCORDINGLY (NEC 250.122)7. ALL J-BOXES SHALL HAVE A MINIMUM DEPTH OF 2-1/8" UNLESS OTHER WISE SPECIFIED. SECURE ALL J-BOXES AS

SHOWN IN THE DETAILS. FURNISH AND INSTALL PROPER MUD RINGS.8. ALL THE HOMERUNS MUST BE ACCESSIBLE. DO NOT CARRY A HOMERUN FROM ONE DEVICE TO ANOTHER WHICH IS

TIED TO A SEPARATE HOMERUN INSIDE THE WALL. MARK ON ALL THE J-BOXES THE CIRCUIT NAMES AND NUMBERS.9. ALL DISCONNECTS SHALL BE OF A HEAVY DUTY TYPE.10. ALL DISCONNECTS, J-BOXES, AND CONDUITS EXPOSED TO THE OUTSIDE WEATHER AND MECHANICAL ROOMS

SHALL BE OF A NON-CORROSIVE, WEATHER PROOF TYPE.11. ALL NEW EXPOSED CONDUITS MUST RUN AGAINST THE WALL OR CEILING. DO NOT PENDANT MOUNT ANY CONDUIT

FROM THE CEILING. 12. ALL MATERIALS USED IN INSTALLATION SHALL BE U.L. APPROVED AND NEW.13. ALL ELECTRICAL WIRING MUST BE IN A CONDUIT (ROMEX NOT PERMITTED).14. ALL EXTERIOR RECEPTACLES SHALL BE OF WEATHER-RESISTANT TYPE AS PER NEC 406.8.15. NO CONDUITS SHALL RUN IN DUCT WORK.16. CABLES OR RACEWAYS INSTALLED IN EXPOSED OR CONCEALED LOCATIONS UNDER METAL-CORRUGATED SHEET

ROOF DECKING SHALL BE INSTALLED AND SUPPORTED SO THAT THE NEAREST OUTSIDE SURFACE OF THE CABLE OR RACEWAY IS NOT LESS THAN 38 MM ( 1 1/2 IN.) FROM THE NEAREST SURFACE OF THE ROOF DECKING.

17. SWITCHBOARDS, PANELBOARDS, AND MOTOR CONTROL CENTERS SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC FLASH HAZARDS. THE MARKING SHALL BE LOCATED SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSON'S BEFORE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE OF THE EQUIPMENT. THE WARNING SHALL BE SPECIFIC TO EACH PANEL AND TO MEET NEC 110-16.

18. PROVIDE LATERAL AND LONGITUDINAL BRACING FOR ALL CONDUIT RACKS, CABLE TRAYS, ETC., EXCEEDING 20 FEET IN LENGTH.

19. MINIMUM SIZE CONDUIT SHALL BE 3/4" FOR INTERIOR APPLICATION, AND 1" FOR CONDUIT BURIED BELOW GRADE IN EXTERIOR APPLICATION.

20. LABELING IS REQUIRED FOR ALL PANELBOARDS, SWITCHBOARDS, MOTOR CONTROL CENTERS, MOTOR STARTERS, TRANSFORMERS, MAJOR JUNCTION BOXES, DISCONNECT SWITCHES, BREAKERS, PUSH BUTTONS, ETC., INTERLOCKS AND RELAY PANELS.

21. USE RIGID STEEL, SET SCREW TYPE FITTINGS ONLY. DIE CAST FITTING SHALL NOT BE USED.22. USE EPOXY ANCHORS TO SUPPORT THE ELECTRICAL EQUIPMENT. EXPANSION ANCHOR BOLTS ARE NOT

ACCEPTABLE. 23. AT THE END OF THE JOB, PROVIDE BLANK, MATCHING COVER PLATES FOR ALL J-BOXES WHERE DEVICES HAVE NOT

YET BEEN INSTALLED.24. SEAL AROUND ALL CONDUIT PENETRATIONS THROUGH WALLS AND CEILINGS WITH A FIRE RATED MATERIAL. 3M IS

AN APPROVED MANUFACTURER.25. PRIOR TO SUBMITTAL FOR A BID THE ELECTRICAL CONTRACTOR SHALL INSPECT THE SITE AND INCLUDE IN THEIR

BID PACKAGE ALL CHARGES RELATED TO EXISTING CONDITIONS AND DEMOLITION WORK. PROVIDE SHOP DRAWINGS AS REQUIRED BY CONSTRUCTION DOCUMENTS. ALL LABOR, MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF 1 YEAR FROM THE DATE OF ACCEPTANCE BY THE TENANT. REPLACE OR REPAIR ALL DEFECTS DURING THE GUARANTEED PERIOD.

26. THE ELECTRICAL CONTRACTOR SHALL TERMINATE THE ELECTRICAL CONNECTIONS TO ALL THE EQUIPMENT BY PROVIDING THE NECESSARY MALE/ FEMALE CONNECTOR, RECEPTACLE, PLUG, ETC.

27. THE ELECTRICAL CONTRACTOR SHALL NOTIFY AND COORDINATE WITH THE MECHANICAL CONTRACTOR SO THAT NO PIPING, DUCTS, OR OTHER EQUIPMENT SHALL BE INSTALLED IN THE ENTRY, PASS THROUGH ELECTRICAL ROOM OR SPACES ABOVE OR BELOW ELECTRICAL PANELS.

28. THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL ELECTRICAL LOADS (VOLTAGE, PHASE, CONNECTION REQUIREMENT, ETC.) OF EQUIPMENT FURNISHED UNDER OTHER DIVISIONS WITH APPROVED SHOP DRAWINGS.

29. THE CONTRACTOR SHALL INFORM THE ARCHITECT/ ENGINEER, IN WRITING, OF ANY DISCREPANCIES FOUND BETWEEN THE INTENDED FUNCTION OF EQUIPMENT AND EQUIPMENT SPECIFIED IN THE CONTRACT DOCUMENTS WITH A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO ISSUANCE OF THE FINAL ADDENDUM. FAILURE TO REPORT ANY DISCREPANCY(CATALOG NUMBERS, DISCONTINUED ITEMS, ETC.) DOES NOT RELIEVE THE CONTRACTOR FROM PROVIDING EQUIPMENT WHICH SHALL CONFORM TO AND FULFILL THE INTENT OF THE CONTRACT DOCUMENTS. NOR SHALL IT BE USED AS A CONDITION TO OBTAIN ADDITIONAL FUNDS FROM THE OWNER AFTER THE CONTRACT IS AWARDED. THE CONTRACTOR SHALL REQUEST ALL CLARIFICATIONS OF CONTRACT DOCUMENT REQUIREMENTS, IN WRITING, TO THE ARCHITECT/ ENGINEER WITH A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO ISSUANCE OF THE FINAL ADDENDUM.

30. CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER SHOP DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE.

31. DETAILS ARE SHOWN ON DIFFERENT SHEETS. THE CONTRACTOR SHALL REFER TO THOSE DETAILS WHETHER OR NOT CALLED IN REFERENCE NOTES.

32. PROVIDE MANUAL THERMAL SWITCHES WITH PILOT LIGHT. 33. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR THE EXACT LOCATION OF LIGHT FIXTURES.34. COORDINATE WITH THE OWNER AND ARCHITECT FOR THE EXACT LOCATION OF THE OUTLETS PRIOR TO ROUGH-

INS.35. LIGHT SWITCHES INSTALLED ADJACENT TO EACH OTHER, SHALL BE GANGED TOGETHER WITH A ONE PIECE COVER

PLATE. 36. PROVIDE A TYPED LABEL FOR ALL DUPLEX OUTLETS AND LIGHT SWITCHES TO INDICATE WHICH CIRCUIT THEY ARE

TIED TO.37. FEEDERS SHALL HAVE TYPE THHN/THWN INSULATION EXCEPT WHERE EXTREME HEAT OR WATER CONDITIONS

EXIST REQUIRING SPECIAL INSULATION.38. CONTRACTOR MUST PAY FOR HIS OWN ELECTRICITY DURING CONSTRUCTION. COORDINATE WITH THE LOCAL

POWER COMPANY FOR SETTING UP TEMPORARY POWER.39. THE OWNER MUST SCHEDULE INTERRUPTIONS OF SERVICE WHEN CONTRACTOR WISHES TO MAKE UTILITY

CONNECTIONS. NOTIFY IN WRITING, THE OWNER'S REPRESENTATIVE 72 HOURS PRIOR TO TIME WHEN INTERRUPTION IS DESIRED. INTERRUPTION MUST BE AT THE COUNTY'S CONVENIENCE. OVERTIME, IF REQUIRED FOR THIS WORK, IS TO BE AT CONTRACTORS EXPENSE.

40. RIGID METAL CONDUIT (RMC): PROVIDED ZINC-COATED, HOT-DIPPED GALVANIZED, RIGID METALLIC CONDUIT IN WET LOCATIONS OR AREAS SUBJECT TO DAMAGE.

41. FLEXIBLE METAL CONDUIT: PROVIDE ZINC-COATED, FLEXIBLE METAL CONDUIT FOR CONNECTIONS TO MOTORS, TRANSFORMERS, OR OTHER EQUIPMENT SUBJECT TO MOVEMENT OR VIBRATION.

42. ALL HOMERUNS SHALL BE IN CONDUIT. MC CABLES ARE ONLY ALLOWED IN CONCEALED AREA FROM HOME RUNS TO THE DEVICES.

43. MARK BURIED CONDUIT WITH MAGNETIC YELLOW MAKER RIBBON 8" TO 12" BELOW FINISHED SURFACE.44. ALL UNDERGROUND CONDUITS SHALL BE BURIED 24 INCHES MINIMUM UNDER THE GROUND.45. THE FIRST 10 FEET OF ALL BURIED CONDUITS, 1 INCH AND OVER IN DIAMETER, ARE TO BE RIGID GALVANIZED STEEL

WHERE THEY ARE ENTERING OR LEAVING THE BUILDING, MAN-HOLE, VAULT, ETC. ALL METALLIC UNDERGROUND CONDUITS SHALL HAVE PVC COATING.

46. ALL METALLIC CONDUITS, JOINTS, FITTINGS, ETC. IN CONTACT WITH THE GROUND SHALL BE SPIRAL WRAPPED WITH 3M SCOTCHRAP-51, 20 MIL TAPE (OR APPROVED EQUAL). 1/2" OVERLAP IS REQUIRED.

47. PROVIDE TYPED PANEL INDEX FOR EXISTING ELECTRICAL PANELS AFFECTED BY THE SCOPE OF THIS WORK. EXISTING/UNAFFECTED CIRCUITS IN THE PANEL SHALL BE ITALICIZED AND CHANGED/ADDED CIRCUITS SHALL BE TYPED BOLD.

GENERAL NOTES:




54321

D

C

B

A

12/3

/201

8 3:

50:5

8 P

M

GENERALNOTES &DETAILS

LH

2100

WE

ST

114

00 S

OU

TH

, SO

UTH

JO

RD

AN

, UT

AH

840

95

SA

LT

LA

KE

CO

UN

TY

18142

11.30.2018

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

PERMIT SET

EE-001

MA

# Date Revision

12/03/2018

Architect.© Architectural Nexus, Inc. 2014

121121122112221221222222212221222222222221221221222222122212122212212222122122212122222212212211111111111111111111111111111111111111111111111111111111111111111111111111111111111111 0/000003/2018

LIGHT FIXTURE SCHEDULE

SYMBOL TYPE DESCRIPTION

REQUIREMENTS (ABSOLUTE DELIVEREDLUMENS)

MANUFACTURERS CATALOG NUMBERS

LUM

EN

S

WA

TTA

GE

VO

LTA

GE

DIM

MIN

G

CO

LOR

TE

MP

MIN

IMU

MC

RI

MO

UN

TIN

G

BE

AM

AN

GLE

3" ROUND APERTURE LEDRECESSED DOWN LIGHT. TOBE RATED FOR SHOWER.SOME LIGHTS TO HAVEEMERGENCY BATTERY PACK.

1,50

0 LU

ME

NS

15W

LE

D

MU

LTI V

OL

T

0-10

V T

O 1

0%

3000

K

90 C

RI

FLA

NG

ED

50D

ALPHABET NU3RD-XTM19-20LM-30K-98-D50-120-DIM10-NC-SCBA-SCBA

Gotham

Contech

Lightolier Inc. 4RN / C4L15930MZ10U / C4RSLWH

EXTERIOR WALL MOUNTEDLIGHT FIXTURE . TO HAVE ABUILT IN OCCUPANCYSENSOR WITH PHOTOCELL.THE FIXTURE SHALL DIMDOWN TO 50% LIGHTOUTPUT 30 MINUTES AFTERMOTION IS DETECTED.

3,00

0 LU

ME

NS

30W

LE

D

MU

LTI V

OL

T

0-10

V T

O 1

0%

3000

K

85 C

RI

WA

LL

TY

PE

IV

McGraw GWC-AF-01-LED-E1-T4FT-SCBA-600-MS/DIM-LXX

Lithonia DSXW2 LED 30C 1000 30K T4M MVOLTPIR DDBXD

Kim

GARDCO 101L-16L-1200-NW-G1-4-EBPC-UNVPCB-IMRI2-STANDARD FINISH

LINEAR 3" WIDE RECESSEDLIGHT FIXTURE OVER THEMIRROR. SOME TO BE ROWMOUNTED. LENS SHALL BESNAP-ON WITH NO GAP ANDNO VISIBLE LED'S. REFER TODRAWINGS FOR EXACTLENGTH. TO HAVE THICKLENS RATED FOR PUBLICRESTROOM. 1,

000

LUM

EN

S/L

F

10W

LE

D/L

F

MU

LTI V

OL

T

0-10

V T

O 1

0%

3000

K

90 C

RI

FLA

NG

ED

N/A

Metalumen RM4D0D-1L30K-XX-G-MB-SCBA-L41-R-4

ALW

Lumenwerx

Pinnacle EV3-WET-CL930/??LPF-??-IND-FL-UOL1-1-0-STANDARD FINISH

LED 4'/8' STRIP LIGHT.ADJUSTABLE CABLE HUNG.REFER TO THE DRAWINGFOR LENGTH.

4,00

0 LU

ME

NS

/4'

40W

LE

D

MU

LTI V

OL

T

0-10

V T

O 1

0%

3000

K

90 C

RI

SU

RFA

CE

/CH

AIN

N/A

Metalux 4SNLED-LD5-41SL-LW-UNV-L830-CD1-UAYC-CHAIN/SET

Lithonia ZL1D L48 5000LM FST MVOLT 30K 90CRIWH / ZACVH

Columbia CSL4/8-4035 / GLH5

DayBrite FSS440L830-UNV-DIM

NOTES:

1. THE WRITTEN CRITERIA OF THE FIXTURE DESCRIPTION/REQUIREMENT TAKES PRECEDENCE OVER THE CATALOG NUMBER.

2. ALL LED FIXTURES SHALL HAVE 5 YEAR MINIMUM WARRANTY, REPLACEABLE AND UP-GRADEABLE MODULES AND DRIVERS, AND 50,000 HOUR LED LIFE.FIXTURE SHALL BE TESTED USING LM 79 AND LM 80 PROCEDURE. ALL LED FIXTURES SHALL BE IN THE DESIGNLIGHTS CONSORTIUM QUALIFIED LIST. LUMENOUTPUT INDICATED IS ABSOLUTE DELIVERED LIGHT.3. FIELD VERIFY ALL LIGHTING VOLTAGES PRIOR TO PLACING ANY ORDER.4. LUMEN OUTPUT INDICATED UNDER THE REQUIREMENTS COLUMN SHALL BE THE OUTPUT OF THE FIXTURE NOT THE LED MODULE.5. REFER TO ARCHITECTURAL ELEVATIONS FOR PENDANT MOUNTING HEIGHTS. DO NOT CUT EXCESS PENDANT CABLES UNTIL PENDANT HEIGHT HAS BEENAPPROVED BY ARCHITECT AND ENGINEER.

D-1

EW-1

LR-1

S-1

MECHANICAL EQUIPMENT SCHEDULE

NAME OFMECHANICALEQUIPMENT

EN

ER

GY

RE

CO

VE

RY

VE

NT

ILA

TO

R

CO

ND

EN

SIN

GU

NIT

ELE

CT

RIC

HE

AT

ING

CO

IL

WA

TE

R H

EA

TE

R

DO

ME

ST

IC P

UM

P

MO

TO

R D

AT

A

EQUIPMENT NO. ERV-1 CU-1 EHC-1 WH-1 RCP-1

RATING/WATTS 0.75 HP 24 KW 1_6 HP

VOLTAGE 208 208 480 480 120

PHASE 3 1 3 3 1

AMPS 5.20 15.40 12 28.90 4.40

WIRE SIZE 3 # 12 2 # 12 3 # 12 3 # 8 2 # 12

GROUND WIRE 1 # 12 1 # 12 1 # 12 1 # 10 1 # 12

CONDUIT SIZE 3/4" 3/4" 3/4" 3/4" 3/4"

FUSE DISC. SW. 30 30 30 60

TYPE RKI FUSES 6 20 15 35 6

BREAKER SIZE 20 20 20 40 20

NOTES 1 1, 3 1 2 2

NOTES:

1 STARTER IS FURNISHED WITH THE UNIT. PROVIDE SITE DISCONNECT.

2 PROVIDE THERMAL OVERLOAD SWITCH.

3RUN 3#12 WIRES IN 3/4" CONDUIT FROM THE INDOOR UNIT TO THE OUTDOOR UNIT. COORDINATEWITH SUPPLIER.

*THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH THE MECHANICAL CONTRACTOR FOREXACT LOCATIONS AND PROVIDE FUSE/BREAKER SIZE FOR EACH EQUIPMENT PERMANUFACTURER'S RECOMMENDATIONS.




54321

D

C

B

A

12/3

/201

8 3:

50:5

9 P

M

LIGHT FIXTURE/MECHANICAL/PANELSCHEDULES

LH

2100

WE

ST

114

00 S

OU

TH

, SO

UTH

JO

RD

AN

, UT

AH

840

95

SA

LT

LA

KE

CO

UN

TY

18142

11.30.2018

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

PERMIT SET

EE-002

MA

1. PROVIDE NEW BREAKERS AS NECESSARY. NEW BREAKERS SHALL MATCH AIC RATING OF EXISTING BREAKERS.

NOTES:

Power 24027 VA 100.00% 24027 VA

Other 95 VA 100.00% 95 VA Total Est. Demand: 45 AMotor 9977 VA 125.00% 12471 VA Total Conn.: 42 ALighting - Exterior 200 VA 125.00% 250 VA Total Est. Demand: 37370 VALighting - Dwelling Unit 380 VA 100.00% 380 VA Total Conn. Load: 34793 VALighting 150 VA 125.00% 188 VALoad Classification Connected Load Demand Factor Estimated Demand Panel Totals

Total Amps: 41 A 41 A 44 AAIC: Total Load: 11335 VA 11335 VA 12125 VA-- -- Space -- -- 41 0 VA / 0 VA 42 -- -- Space -- ---- -- Space -- -- 39 0 VA / 0 VA 40 -- -- Space -- ---- -- Space -- -- 37 0 VA / 0 VA 38 -- -- Space -- ---- -- Space -- -- 35 0 VA / 0 VA 36 -- -- Space -- ---- -- Space -- -- 33 0 VA / 0 VA 34 -- -- Space -- ---- -- Space -- -- 31 0 VA / 0 VA 32 -- -- Space -- --

20 A 1 Spare -- 29 0 VA / 0 VA 30 -- Spare 1 20 A20 A 1 Spare -- 27 0 VA / 0 VA 28 -- Spare 1 20 A20 A 1 Spare -- 25 0 VA / 0 VA 26 -- Spare 1 20 A

23 8009 VA / 821... 24 N Po... LIGHTING - RESTROOM BLDG 1 20 A21 8009 VA / 0 VA 22 -- EXISTING - EXTERIOR WALL PACKS 1 20 A40 A 3 WH-1 - WATER HEATER

Power N

19 8009 VA / 0 VA 20 -- EXISTING - LCP 1 20 A17 3326 VA / 0 VA 18 -- EXISTING - LIGHTS 1 20 A15 3326 VA / 0 VA 16 -- EXISTING - LIGHTS 1 20 A20 A 3 EHC-1-ELECTRIC HEATING COIL

Power N

13 3326 VA / 0 VA 14 -- EXISTING - LIGHTS 1 20 A11 0 VA / 0 VA 12 -- EXISTING - LIGHTS 1 20 A9 0 VA / 0 VA 10 -- EXISTING - LIGHTS 1 20 A20 A 3 EXISTING - EH1 --7 0 VA / 0 VA 8 -- EXISTING - LIGHTS 1 20 A5 0 VA / 0 VA 6 -- EXISTING - LIGHTS 1 20 A3 0 VA / 0 VA 4 -- EXISTING - LIGHTS 1 20 A20 A 3 EXISTING - P1 --1 0 VA / 0 VA 2 -- EXISTING - LIGHTS 1 20 A

BREAKER

A PDESCRIPTION TYPE E/

NCIR.

# A B C CIR.#

E/N TYPE DESCRIPTION

BREAKER

P A

AMPS: 225 A MAIN: Volts: 480/277 Wye PHASE: 3 # OF WIRES: 4 MOUNTING: Surface LOCATION:

EXISTING PANEL H1

1. PROVIDE NEW BREAKERS AS NECESSARY. NEW BREAKERS SHALL MATCH AIC RATING OF EXISTING BREAKERS.

NOTES:

Total Est. Demand: 31 ATotal Conn.: 28 A

Receptacle 2120 VA 100.00% 2120 VA Total Est. Demand: 11025 VAPower 2500 VA 100.00% 2500 VA Total Conn. Load: 10225 VAMotor 5605 VA 114.29% 6405 VALoad Classification Connected Load Demand Factor Estimated Demand Panel Totals

Total Amps: 20 A 39 A 29 AAIC: Total Load: 2372 VA 4546 VA 3306 VA-- -- Space -- -- 41 0 VA / 0 VA 42 -- -- Space -- ---- -- Space -- -- 39 0 VA / 0 VA 40 -- -- Space -- ---- -- Space -- -- 37 0 VA / 0 VA 38 -- -- Space -- ---- -- Space -- -- 35 0 VA / 180 VA 36 N Po... OUTLET - ROOFTOP 1 20 A-- -- Space -- -- 33 0 VA / 600 VA 34 N Po... DAMPERS 1 20 A-- -- Space -- -- 31 0 VA / 528 VA 32 N Po... RCP-1 -DOMESTIC PUMP 1 20 A

29 1602 VA / 624... 3020 A 2 CU-1 - CONDENSING UNIT Po... N

27 1602 VA / 624 VA 2820 A 1 EXISTING - UPPER LOFT -- 25 0 VA / 624 VA 26

N Power

ERV-1 - ENERGY RECOVERYVENTILATOR 3 20 A

20 A 1 EXISTING - LOWER LOFT -- 23 0 VA / 180 VA 24 N Po... HAND DRYER - WEST SHOWER 1 20 A20 A 1 EXISTING - UTILITY - RECEPT -- 21 0 VA / 1000 VA 22 N Po... HAND DRYER - WEST/MID SHOWER 1 20 A20 A 1 EXISTING - W WALL - N RECEPT -- 19 0 VA / 180 VA 20 N Po... HAND DRYER - EAST/MID SHOWER 1 20 A20 A 1 EXISTING - N WALL - W RECEPT -- 17 0 VA / 180 VA 18 N Po... HAND DRYER - ADA SHOWER 1 20 A20 A 1 EXISTING - N WALL - E RECEPT -- 15 0 VA / 360 VA 16 N Po... OUTLETS - WEST SHOWER/MECH 1 20 A20 A 1 EXISTING - E WALL - N RECEPT -- 13 0 VA / 360 VA 14 N Po... OUTLETS - MIDDLE 2 SHOWERS 1 20 A20 A 1 EXISTING - W WALL - N MIDDLE -- 11 0 VA / 360 VA 12 N Po... OUTLETS - EAST EXT./ADA SHOWER 1 20 A20 A 1 EXISTING - W WALL - S MIDDLE -- 9 0 VA / 180 VA 10 N Po... HAND DRYER - WOMENS RESTROOM 1 20 A20 A 1 EXISTING - W WALL - S RECEPT -- 7 0 VA / 180 VA 8 N Po... OUTLET - MENS RESTROOM 1 20 A20 A 1 EXISTING - E WALL - S RECEPT -- 5 0 VA / 180 VA 6 N Po... HAND DRYER - MENS RESTROOM 1 20 A20 A 1 EXISTING - S WALL - E RECEPT -- 3 0 VA / 180 VA 4 N Po... OUTLET - WOMENS RESTROOM 1 20 A20 A 1 EXISTING - S WALL - W RECEPT -- 1 0 VA / 500 VA 2 N Po... EXTERIOR OUTLET - EWC 1 20 A

BREAKER

A PDESCRIPTION TYPE E/

NCIR.

# A B C CIR.#

E/N TYPE DESCRIPTION

BREAKER

P A

AMPS: 225 A MAIN: Volts: 120/208 Wye PHASE: 3 # OF WIRES: 4 MOUNTING: Surface LOCATION:

EXISTING PANEL P1

# Date Revision

12/03/2018


122212221212222221222222221222222212222212121211111111111111111111111111111111111111111111111111111111111111111111111111111111111 /03/2018

WHJ

TJ

J

T

J

T

JJ

J J J

J

CR CRCR CR

WH

MEN'S TOILETS

S101

WOMEN'S TOILETS

S102

MECH ROOM / CHASE

S107

SHOWER ROOM

S106

SHOWER ROOM

S105 SHOWER ROOM

S104

SHOWER ROOM (ADA)

S103

A

A

AA

AA

EWC

ERV-1

P1-27,29P1-26,28,30

P1H1

75 KVALCP

H1-19,21,23

ELECTRICAL ROOM IS APPROXIMATELY 50 FEET FROM THE NEW RESTROOM. FIELD VERIFY PRIOR TO BID.

P1-2,4,6

EHC-1

H1-13,15,17

CU-1WH-1

P1-32

RCP-1

DAMPER

DAMPER

ON ROOF

P1-34

P1-34

P1

WP

P1-12,14,16

P1-36

WP

P1-8,10

P1-18,20P1-22,24

H.D. H.D.

H.D.

H.D.H.D.H.D.

FUTURE ACCESS CONROL PANELP1

P2 P2 P2 P2

WOMEN'S TOILETS

S102

MEN'S TOILETS

S101

MECH ROOM / CHASE

S107

SHOWER ROOM

S106

SHOWER ROOM

S105 SHOWER ROOM

S104

SHOWER ROOM (ADA)

S103

LR-1TYP

D-1TYP

D-1TYP

LR-1TYP

TYPL2

TYPL2

TYPL2

L1S-1

TYP

EW-1TYP EW-1

TYP

EW-1TYP

a

H1 P1LCP 75 KVA

ELECTRICAL ROOM IS APPROXIMATELY 50 FEET FROM THE NEW RESTROOM. FIELD VERIFY PRIOR TO BID.

L3

H1-24

E E

E,NLE,NL

ba,b

E E

LR-1TYP

h

h

h

k

k

k

c c

c

d

d d f

f

f

g g

g

g

SHEET NOTES - POWER1 PROVIDE NEW DUCT DETECTORS AS INDICATED ON THE MECHANICAL

EQUIPMENT SCHEDULE ON SHEET EE-002.

REFERENCE NOTES

L1 FURNISH AND INSTALL A WALL MOUNTED DUAL-TECHNOLOGY AND TWOCIRCUIT (WHERE SHOWN) OCCUPANCY SENSOR WITH INTEGRATEDPHOTOCELL AND VANDAL-RESISTANT LENS TO CONTROL THE LIGHTFIXTURES IN THE ROOM. REFER TO DETAIL D7 ON SHEET EE-001 FORPROGRAMMING.

L2 FURNISH AND INSTALL A CEILING MOUNTED DUAL-TECHNOLOGY ANDMULTI CIRCUIT (WHERE SHOWN) OCCUPANCY SENSOR WITHINTEGRATED PHOTOCELL AND VANDAL-RESISTANT LENS TO CONTROLTHE LIGHT FIXTURES IN THE ROOM. THE LIGHT SWITCHES SHOWN INTHE ROOM SHALL BE ON THE LOAD SIDE OF THE OCCUPANCY SENSOR.THE OCCUPANCY SENSOR SUPPLIER SHALL PROVIDE A LAYOUT TOENSURE A 100% COVERAGE IN EACH ROOM. PROVIDE ADDITIONALPOWER PACKS, RELAYS, ETC. FOR A COMPLETE INSTALLATION. REFERTO DETAIL D7 ON SHEET EE-001 FOR PROGRAMMING.

L3 TIE EXTERIOR LIGHT FIXTURES TO THE NEAREST 277 VOLT LIGHTINGCIRCUIT THROUGH THE EXISTING LIGHTING CONTROL PANEL. PROVIDEADDITIONAL RELAY, PROGRAMING, SOFTWARE, ETC AS REQUIRED FORA COMPLETE INSTALLATION.

P1 TIE THE DAMPER TO THE CORRESPONDING EXHAUST FAN SO THAT THEDAMPERS WILL OPEN WHEN THE EXHAUST FAN IS ON. PROVIDE PROPERINTERLOCKING RELAY AS NECESSARY. COORDINATE THIS WORK WITHTHE MECHANICAL SUB-CONTRACTOR.

P2 FURNISH AND INSTALL A RECESSED, DEEP, SINGLE GANGE J-BOX IN THEAPPROXIMATE LOCATION SHOWN FOR FUTURE CARD READER. RUN A 1"CONDUIT FROM THE J-BOX TO THE FUTURE ACCESS CONTROL PANEL INTHE MECH ROOM S107. ALSO RUN A 3/4" CONDUIT FROM THE DOORSTRIKE AND DOOR CONTACT TO THE J-BOX. COORDINATE THIS WORKWITH THE GC/OWNER PRIOR TO ROUGH-IN. PROPERLY CAP AND LABELTHE CONDUITS. PROVIDE PULL STRING IN THE CONDUITS.




54321

D

C

B

A

12/3

/201

8 3:

51:0

1 P

M

MAIN FLOORPLAN -LIGHTING &POWER

LH

2100

WE

ST

114

00 S

OU

TH

, SO

UTH

JO

RD

AN

, UT

AH

840

95

SA

LT

LA

KE

CO

UN

TY

18142

11.30.2018

EQ

UE

ST

RIA

N C

EN

TE

RR

ES

TR

OO

M/S

HO

WE

R B

UIL

DIN

G

PERMIT SET

ELP-101

MA

SHEET NOTES - LIGHTING1 TIE ALL FIXTURES INDICATED WITH A LOWER CASE LETTER TO ITS

CORRESPONDING SWITCH(ES). PROVIDE CONDUITS, CONDUCTORS,LIGHTING CONTACTORS, ETC. FOR A COMPLETE INSTALATION.

2 LIGHT FIXTURES INDICATED WITH THE LETTERS "NL" (NIGHT LIGHT) SHALLSTAY ON AT ALL TIMES. PROVIDE CONDUITS, CONDUCTORS, ETC. FOR ACOMPLETE INSTALLATION.

3 EMERGENCY LIGHT FIXTURES INDICATED WITH THE LETTER "E" SHALL BEPROVIDED WITH AN EMERGENCY BATTERY PACK AND TURN ON WHEN THECOMMERCIAL POWER FAILS REGARDLESS OF THE POSITION OF THECONTROL SWITCH. THE FIXTURE SHALL BE CONTROLLED BY THEINDICATED SWITCH. PROVIDE CONDUITS, CONDUCTORS, ETC. FOR ACOMPLETE INSTALLATION. PROVIDE AN UNSWITCHED LIGHTING CIRCUITFROM THE SAME CIRCUIT AS THE LIGHT FIXTURE TO THE BATTERY PACK.

# Date Revision

12/03/2018


1212222122222212122222121222222212122222122222221222212212222122212222221222121221212122222222222222221222122221222222212222222222212222122222221222222222212222212212122221222222221111111111111111111111111111111111111111111111111111111111 /0000/000/00/0/00/000/0///////////////////////////////////////////////////////// 3/2018

south jordan, utah 84095 11.20.2018 permit set … · salt lake county equestrian center...

Documents