B08_Attachment_1a_Drawings.pdf

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

CLEVELAND LLOYD DINOSAUR QUARRY BUILDING

INDEX OF DRAWINGS

PROJECT LOCATION SITE ACCESS

DESIGNERS

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE, OR EXCAVATE FOR THE

MARKING OF UNDERGROUND MEMBER

UTILITIES

Call before you dig.

Know what's below .

PROJECT VICINITY

PROJECT VICINITY

PROJECT

LOCATION

NEW BUILDING LOCATION

GENERAL

G001 COVER SHEET

CIVIL

C101 DEMOLITION PLAN

C102 CONCEPTUAL SITE LAYOUT

C103 SITE GRADING PLAN

C501 DETAILS

C502 DETAILS

C503 DETAILS

ARCHITECTURAL

GI-002 INDEX SHEET

GI-003 GENERAL INFORMATION

GI-101 LIFE SAFETY PLAN

GI-501 WALL TYPES

GI-702 ACCESSIBILITY COMPLIANCE

AE101 FLOOR PLAN

AE102 CLERESTORY PLAN

AE110 DIMENSIONED FLOOR PLAN

AE111 CLERESTORY DIMENSIONED PLAN

AE121 ROOF PAN

AE151 REFLECTED CEILING PLAN

AE201 BUILDING ELEVATIONS

AE202 BUILDING ELEVATIONS

AE301 BUILDING SECTIONS

AE351 WALL SECTIONS

AE601 DOOR & WINDOW SCHEDULES

STRUCTURAL

S101 FOUNDATION PLAN

S301 SECTIONS

S501 TYPICAL STRUCTURAL DETAILS

S502 TYPICAL STRUCTURAL DETAILS

S503 TYPICAL STRUCTURAL DETAILS

ELECTRICAL

E101 POWER AND LIGHTING PLAN

CARBONVILLE

PRICE

WELLINGTONRIDGE

ROAD

ELMO

CLEVELAND

DI

NO

SA

UR

Q

UA

RR

Y

RO

AD

CLEVELAND LLOYD

DINOSAUR QUARRY

VISITOR'S CENTER

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CHK'D BY:

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DESIGN OFFICE:

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DESIGNED BY:

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PROJECT NO:

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DRAWN BY:

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SHEET

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APPROVED BY:

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OF

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DATE:

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DESCRIPTION

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MARK

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APPROVED

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text PLOT DATE:8/16/2021 10:00 AM PLOTTED BY:Alfredo Rico 8/16/2021 10:00 AM PLOTTED BY:Alfredo Rico PLOTTED BY:Alfredo Rico Alfredo Rico Q:\Idaho Falls\Engineering Division\30130 BLM AE ID-UT\105 Cleveland Lloyd Dinosaur Quarry Building\Design Activities\2.0 Drawings\2.1 Dwg\2.1.2 Current\G-001

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COVER SHEET

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CLEVELAND LLOYD DINOSAUR QUARRY BUILDING

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PRICE FIELD OFFICE

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UTAH

AutoCAD SHX Text 30130-105

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NORTH WIND IDAHO FALLS

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BC

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AR

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BC

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BC

AutoCAD SHX Text 08/17/2021

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AutoCAD SHX Text G001

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING WALKWAY

DEMOLITION

KEY NOTES:

1. REMOVE EXISTING BUILDINGS AND VIEWING PLATFORMS.

2. RETAIN AND PROTECT. EXISTING EXCAVATION AND DISPLAYS.

3. RETAIN AND PROTECT. EXISTING SIDEWALK.

4. REMOVE EXISTING WALKWAY.

5. REMOVE EXISTING STONE RETAINING WALLS, SIDEWALK AND

DRAINAGE FEATURES.

6. REMOVE EXISTING GRAVEL AND LINER FROM BEHIND

BUILDINGS. GRAVEL CAN BE SALVAGED FOR REUSE.

7. RETAIN AND PROTECT EXISTING CULVERTS.

8. PULL BACK SOILS AND STOCKPILE FOR POTENTIAL REUSE.

EXISTING

BUILDING

EXISTING BUILDING

EXISTING WALKWAY

EXISTING STONE

RETAINING WALLS

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Ben L Carter Digitally signed by Ben L Carter Date: 2021.08.17 11:42:44 -06'00'

PROPOSED B

UILD

IN

G

26'

~C

OVERED P

ATI

O~

FF

E =

.00

15'

4'

5'

SERVICE ENTRANCE

FFE = 5749.70

86 LF OF NEW SIDEWALK AT

APPROXIMATELY 2.5% SLOPE

50 LF OF NEW SIDEWALK AT

APPROXIMATELY 1% SLOPE

GRADE TO CREATE V-DITCH AND

ROUTE STORM WATER AS SHOWN

STORM DRAIN CULVERT

4'

26 LF OF RETAINING WALL

~E

XISTIN

G PATH~

GRADE TO HISTORICAL DRAINAGE

GRADE BREAK

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING WALKWAY

PROPOSED WALKWAY

CENTERLINE OF DRAINAGE

EXISTING BUILDINGS

PROPOSED GEOMEMBRANE

KEY NOTES:

1. PROVIDE NEW WALKWAY PER DETAIL 1/C501.

2. PROVIDE NEW SLAB FOR COVERED PATIO PER DETAIL 2/C501.

3. PROVIDE NEW EXTERIOR RAMP PER DETAIL 5/C502 AT APPROXIMATELY

6.0%.

4. PROVIDE NEW EXTERIOR CONCRETE STAIRS PER DETAIL 9/C502.

LOCATION TO BE DETERMINED IN FIELD TO AVOID ROCK CUT.

5. PROVIDE NEW RETAINING WALL PER DETAIL 10/C503.

6. PROVIDE DRAINAGE CHANNEL PER DETAIL 11/C503.

7. PROVIDE NEW 6" HDPE CULVERT PER DETAIL 12/C503.

8. PROVIDE HANDRAILS ON RAMP PER DETAIL 7/C502.

9. PROVIDE NEW 20 MIL HDPE GEOMEMBRANE LINER PER DETAIL 13/C503.

5'

7.1

7.1%

2%

5' 5'

20'

7.1

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Ben L Carter Digitally signed by Ben L Carter Date: 2021.08.17 11:43:02

GRADE POINT TABLE

POINT #

DESCRIPTION

TOC (LANDING)

TOC (LANDING)

TOC (LANDING)

BLDG CORNER

TOC (LANDING)

FG (SOIL)

FG (GRADE BREAK)

FG (SOIL)

TOP OF WALL

TOC (LANDING)

TOP OF BLOCK WALL

BLDG CORNER

EOC

TOC (LANDING)

EOC

TOC (SIDEWALK)

FG (GRADE BREAK)

TOP OF WALL

TOP OF BLOCK WALL

TOP OF BLOCK WALL

TOP OF BLOCK WALL

ELEVATION (EG)

5751.07

5749.42

5751.37

5749.09

5748.71

5752.33

5753.93

5752.72

5750.74

5749.60

5748.91

5748.75

5746.91

5745.61

5747.60

5747.55

5752.21

5752.61

5751.15

5752.49

5750.47

ELEVATION (FG)

5748.56

5747.14

5749.70

5746.00

5746.00

5751.00

5753.00

5749.00

5754.00

5749.70

5750.50

5746.00

5745.85

5745.85

5745.85

5747.55

5753.60

5754.00

5753.50

5753.50

5752.50

NORTHING

360574.30

360558.30

360558.23

360541.76

360542.30

360575.38

360550.06

360501.95

360496.82

360495.07

360474.62

360480.53

360470.88

360493.88

360532.10

360449.11

360542.35

360558.49

360578.39

360561.85

360494.04

EASTING

2231924.50

2231943.56

2231911.07

2231926.82

2231930.17

2231910.29

2231884.16

2231841.74

2231855.50

2231857.57

2231841.04

2231875.32

2231886.80

2231907.77

2231938.30

2231844.73

2231893.33

2231906.92

2231923.66

2231910.18

2231853.72

PROPOSED B

UILD

IN

G

~C

OVERED P

ATI

O~

5' SERVICE

ENTRANCE

FFE = 5749.70

7 STAIRS

SERVICE

ENTRANCE

86 LF OF NEW SIDEWALK AT

APPROXIMATELY 2.5% SLOPE

NEW SIDEWALK AT

APPROXIMATELY

2% SLOPE

50 LF OF NEW SIDEWALK AT

APPROXIMATELY 1% SLOPE

GRADE TO CREATE V-DITCH AND

ROUTE STORM WATER AS SHOWN

STORM DRAIN CULVERT

26 LF OF RETAINING WALL

~E

XISTIN

G PATH~

GRADE TO

HISTORICAL

DRAINAGE

GRADE TO HISTORICAL DRAINAGE

GRADE BREAK

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING WALKWAY

PROPOSED WALKWAY

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

CENTERLINE OF DRAINAGE

1%

2%

26LF OF RETAINING WALL

2.5

7.1

7.1%

7.1

INV. 5745.4

INV. 5745.4

R3'

DAYLIGHT PERFORATED FOUNDATION

DRAIN PIPE, SLOPE TO DRAINAGE SWALE,

COVER END WITH MESH AND COBBLES TO

PREVENT RODENT INTRUSION

DAYLIGHT PERFORATED FOUNDATION

DRAIN PIPE, SLOPE TO DRAINAGE SWALE,

COVER END WITH MESH AND COBBLES TO

PREVENT RODENT INTRUSION

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Ben L Carter Digitally signed by Ben L Carter Date: 2021.08.17 11:43:34

1/8" SAWCUT OR

TOOLED JOINT

EXPANSION JOINT

MATERIAL

1/2" JOINT

3/8" SEALANT

FIRST POUR SECOND POUR

1/2" DIA x 18" DOWEL @ 18" O.C.

CONSTRUCTION JOINT CONTROL JOINT EXPANSION JOINT

NOTE: CONSTRUCTION JOINTS & CONTROL JOINT SHALL DIVIDE SLAB INTO AREAS NOT EXCEEDING 225 SQFT WITHOUT REENTRANT CORNERS AND WITH LENGTH TO WIDTH RATIOS NOT EXCEEDING 1 12 TO 1. CONTRACTOR SHALL SUBMIT LAYOUT PLAN SHOWING PROPOSED CONTROL AND CONSTRUCTION JOINT LOCATIONS. JOINT SPACING SHALL NOT EXCEED 20 FEET IN EITHER DIRECTION.

CONTRACTOR SHALL HAVE CONTROL JOINTS EVERY 5 FEET AND EXPANSION JOINTS EVERY 50 FEET MINIMUM.

4" CRUSHED

AGGREGATE BASE

COURSEFIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

PROVIDE THICKENED

EDGE ALONG BOTH

SIDES OF WALK

4" 8"

4'-0"

CONCRETE SLAB PER PLAN

NOTE: THIS DETAIL TO ONLY BE APPLIED WHERE SHOWN.

BASE COURSE PER PLANADJACENT CONCRETE MUST

BE 6" THICK

HAMMER DRILL AND FRICTION FIT

REBAR TO A MINIMUM DEPTH OF 4" MIN

24" DOWEL SIZE AND SPACING TO MATCH

CONCRETE REINFORCING #4 REBAR AT 18" OC MIN.

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

IMPROVED GRAVEL

SURFACE WHERE OCCURS

6" CRUSHED AGGREGATE

BASE COURSE

6" CONCRETE REINFORCED WITH #4 BARS

@ 12" O.C. EACH WAY

SHEAR CONNECTION PER DETAIL 3/C501

AND LOCATED PER PLAN

BUILDING FOOTING AND

SLAB PER STRUCTURAL

PLAN AND DETAILS

1/2" (TYP)

NOTE: PROVIDE SLAB JOINTS PER DETAIL 3/C501

SCALE: NTS

WALKWAY1

C501 SCALE: NTS

TYPICAL CONCRETE SLAB2

C501

SCALE: NTS

SHEAR ONLY CONCRETE CONNECTION3

C501 SCALE: NTS

TYPICAL SLAB JOINTS4

C501

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Ben L Carter Digitally signed by Ben L Carter Date: 2021.08.17 11:43:53

6"

5' PER PLAN

4" FREE DRAINING

AGGREGATE BASE (TYP)

6" CONCRETE

RAMP

MIN 5' X 5' CLEAR SPACE CONCRETE

LANDING (TYP)

PROVIDE (4) #4 BAR DOWELS

FROM LANDING TO RAMP

SECTION PER

DETAIL 6/C502

MIN 5'X5' CLEAR SPACE

CONCRETE LANDING

SLOPE PER PLAN PER PLAN

6"

6"

MIN

4" MIN FREE DRAINING

AGGREGATE BASE

PROVIDE

MINIMUM 12"

FOOTING

ALONG SIDES

OF RAMP

#4 BARS @ 18"

O.C. EACH

WAY

3" MIN (TYP)

3" MIN (TYP)

PROVIDE #4 DOWELS

FROM STEM WALLS

TO SLAB @ 18" O.C.

PROVIDE #4 BARS

@ 18" O.C. EACH

WAY

HSS 1.9X0.145 ROUND

TUBE STEEL BOTTOM

RAIL (TYP)

HSS 1.9X0.145 ROUND

TUBE STEEL POSTS

(TYP)

SEE ANCHOR

DETAIL 8C502

OPTIONAL HSS

1.9X0.145 MID RAIL

HSS 1.9X0.145 ROUND TUBE

STEEL TOP RAIL (TYP)

1/8TYP

3" (TYP)

6" APPROVED ENGINEERING FILL OVER 6" OF

SCARIFIED, MOISTURE CONDITIONED AND

COMPACTED SUBGRADE

6" APPROVED ENGINEERING FILL OVER 6" OF

SCARIFIED, MOISTURE CONDITIONED AND

COMPACTED SUBGRADE

HANDRAIL PER DETAIL 7/C502

R2

12" MIN

36"

3" (TYP)

HSS 1.9X0.145 ROUND TUBE

STEEL BOTTOM RAIL

(TYP)

HSS 1.9X0.145 ROUND

TUBE STEEL TOP RAIL

(TYP)

6' MAX

1/8 TYP

HSS 1.9X0.145 ROUND

TUBE STEEL POSTS

(TYP)

SEE ANCHOR

DETAIL

PROVIDE SHOVEL FOOTING TO 9"

THICK MIN AT ANCHORAGE POINTS

OPTIONAL HSS

1.9X0.145 MID RAIL

CONCRETE RAMPS AND

LANDINGS PER DETAIL 9/C502

16"

4" MIN

4"

6"X6"x0.25 STAINLESS

STEEL PLATE

6"

TOP VIEW

SIDE VIEW

1/8

1/8

3-1/8"

TOP OF CONCRETE SLAB

EDGE OF

CONCRETE

TYP

FABRICATE BASE PLATES WITH A 6" TALL

STAINLESS STEEL SLEEVE. FIELD DRILLED &

BOLTED IN PLACE W/ 3/8" STAINLESS STEEL

BOLT WITH NYLON THREADED LOCK NUT OR

EQUIVALENT

1" TYP

(4)-5/8" KWIK BOLT TZ SS WITH

A MINIMUM EMBEDMENT OF

3-1/8" OR APPROVED EQUAL.

1/8 TYP

18"

36" (TYP)

HSS 1.9X0.145 ROUND TUBE

STEEL TOP RAIL (TYP)

1'

MIN

11" MIN

(TYP)

SCALE: NTS

TYPICAL EXTERIOR RAMP ELEVATION5

C502 SCALE: NTS

TYPICAL EXTERIOR RAMP SECTION6

C502

SCALE: NTS

HANDRAIL AT RAMP7

C502 SCALE: NTS

HANDRAIL ANCHOR DETAIL8

C502 SCALE: NTS

CONCRETE STAIRS DETAIL9

C502

SLEEVE

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Ben L Carter Digitally signed by Ben L Carter Date: 2021.08.17 11:44:10

GRID

FOUNDATION MEMBRANE

MIRADRAIN OR APPROVED EQUAL

20 MIL AQUA 20 HDPE

GEOMEMBRANE LINER OR

APPROVED EQUAL

4" MIN PROTECTIVE COVER MATERIAL,

1" DECORATIVE GRAVEL OR APPROVED

EQUAL

BACKFILL TRENCH

WITH SAND

COL

COMPACT SUBGRADE WITH

SMOOTH DRUM ROLLER

WRAP LINER IN

ANCHOR TRENCH

5'

8"

12" THICK D50 = 6"

RIPRAP

NONWOVEN 10 OZ

GEOTEXTILE FABRIC

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

6" HDPE CULVERT

MATCH EXISTING

INVERT EL.

A C503

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

6" MIN.

DIA.

6"

BEDDING COURSE

12" MIN.

DEPTH

VARIES

MATCH ADJACENT

SURFACE TREATMENT

PIPE ZONE MATERIAL

COMPACT TO 95% PROCTOR

BACKFILL WITH SATISFACTORY SOIL

COMPACT TO 95% PROCTOR

1/2 DIA.

MIN. TYP.

6" MIN.

MIN 1% SLOPE

MATCH EXISTING

INVERT EL.

SCALE: NTS

TYPICAL WALL SECTION10

C503

SCALE: NTS

DRAINAGE CHANNEL11

C503

SCALE: NTS

TYPICAL CULVERT DETAIL12

C503

SCALE: NTS

SECTIONA

C503

1' MINIMUM EXPOSURE AT

TOP OF WALL TOP COURSE SHALL BE

SMOOTH SURFACE "CAP" STYLE BLOCK

1" FREE DRAINING GRAVEL BACK FILL TO

EXTEND AT LEAST 12" BEHIND WALL

EXPOSED HEIGHT

WALL HEIGHT

VARIES

1' MIN. EMBEDMENT

CONCRETE SIDEWALK

RAMP PER PLAN

RETAINED FILL SOILS COMPACTED

TO 95% STANDARD PROCTOR

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

EXTEND LEVELING PAD 12" BEYOND

FRONT AND BACK OF BLOCK

LEVELING PAD 12" MINIMUM OF 1"

MINUS CRUSHED AGGREGATE GRAVEL 4" PERFORATED FOUNDATION DRAIN PIPE

CONTINUED FROM STRUCTURAL SHEETS

LARGE BLOCK GRAVITY RETAINING

WALL, RECON OR APPROVED EQUAL

3" MIN.

SCALE: NTS

FOOTING ALONG BACK FOUNDATION WALL13

C503

1'

6" MIN

1'

STATE OF UTAH

BEN L. CARTER

PR

OFESSIONAL ENGINEER

Ben L Carter Digitally signed by Ben L Carter Date: 2021.08.17 11:44:32

ABBREVIATIONS

C CONT.

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL

FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR OR CLEAR

CLRM CLASSROOM

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CNTRSK COUNTERSUNK

CO CLEANOUT OR CONCRETE

OPENING

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONST CONSTRUCTION

CONT CONTINUE/CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW OR

COLD WATER

CW/ COORDINATE WITH

D

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DIST DISTANCE

DN DOWN

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DSP DRY STANDPIPE

DWG DRAWING

E

E LABEL CLASS E DOOR

EA EACH

EB EXPANSION BOLT

EF EACH FACE

EIFS EXTERIOR INSULATION

AND FINISH

SYSTEM

EJ EXPANSION JOINT

EP ELECTRICAP PANELBOARD

ES EACH SIDE

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE

BOARD (INSULATION)

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXP EXPANSION

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FAS BD FASCIA BOARD

FB FLAT BAR

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FFLR FINISH FLOOR

FGL FIBERGLASS

FH FIRE HOSE

FHC FINISH HOSE CABINET

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FO FACE OF

FOC FACE OF CONCRETE/CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUDS

FOT FACE OF TREAD

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT

TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FTW FIRE TREATED WOOD

FURR FURRING

FWC FABRIC WALLCOVERING

G

G NATURAL GAS OR GAS

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-

REINFORCED GYPSUM

GI GALVANIZED IRON

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H

H HIGH

HAS HEADED ANCHOR STUD

HB HOSE BIBB

HC HANDICAPPED

HDPE HIGH DENSITY

POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY

PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HT HEIGHT

HVAC HEATING VENTILATING

AND AIR CONDITIONING

HW HOT WATER

HYDR HYDRAULIC

I

IBC INTERNATIONAL

BUILDING CODE

ID INSIDE DIAMETER

I CONT.

IN INCH

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J

JAN JANITOR

JT JOINT

JST JOIST

K

KPD KEYPAD

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

L

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LP LOW POINT

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MB MOISTURE BARRIER

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MH MANHOLE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MTD MOUNTED

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE

WATERPROOFING

N

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION

NTS NOT TO SCALE

O

O/ OVER

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OH OVERHEAD

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

OZ OUNCE

P

P/ PER

PA PUBLIC ADDRESS

PAR PARAPET

PART PARTICLE

PAT PATTERN

PB PULL BOX

P CONT.

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAL FOOT

PLG PILING

PLUMB PLUMBING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER

AND RECEPTACLE

PTN PARTITION

PWR POWER

Q

QT QUARRY TILE

QTY QUANTITY

R

R RADIUS OR RISER

RB RESILIENT BASE

RBM REINFORCED BRICK

MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REINF REINFORCE(D)

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RWL RAIN WATER LEADER

RV ROOF VENT

RVL REVEAL

S

SB SPLASH BLOCK

SC SOLID CORE

SCD SEAT COVER DISPENSER

SCHED SCHEDULE

SD SMOKE DETECTOR

SECT SECTION

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHR SHOWER

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SND SANITARY NAPKIN

DISPENSER

SNR SANITARY NAPKIN

RECEPTACLE

SP EL SPOT ELEVATION

SPD SOAP DISPENSER

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

S CONT.

SST STAINLESS STEEL

ST STAIRS OR STREET

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

STRUC STRUCTURE

SUB FL SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SIDEWALK

SYM SYMMETRICAL

T

T TREAD

TB TOWEL BAR

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

THRES THRESHOLD

TG TONGUE AND GROOVE

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CURB/CONCRETE

TOD TOP OF DRAIN

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

OR PAVEMENT

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TRANS TRANSOM

TRTD TREATED

T/S TUB/SHOWER

TV TELEVISION

TYP TYPICAL

U

UBC UNIFORM BUILDING CODE

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

V

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

W

W/ WITH

W/O WITH OUT

WD WOOD

W WIDE

WB WALL BEYOND

WC WALL CLOSET OR

WALL COVERING

WG WIRE GLASS

WP WORK POINT

WR WASTE RECEPTACLE

WWF WELDED WIRE FABRIC

(E) EXISTING

(F) FUTURE

(N) NEW

(R) RENOVATE

CENTERLINE

DIAMETER OR ROUND

PERPENDICULAR

SQUARE

# NUMBER

& AND

@ AT

L ANGLE

A

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABV ABOVE

ACC ACCESSIBLE

ACOUST ACOUSTICAL

ACS AUTOMATIC CONTROL

SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICAN'S WITH

DISABILITIES ACT

ADAAG AMERICAN'S WITH

DISABILITIES ACT

ADJ ADJUSTABLE

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AUTO AUTOMATIC

AVE AVENUE

AVG AVERAGE

AW ARCHITECTURAL

WOODWORK

AWT ACOUSTICAL WALL

TREATMENT

B

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BLT IN BUILT-IN

BM BEAM

BN BULLNOSE

BO BOTTOM OF

BOC BASE OF CURB

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BU BUILT-UP

BUR BUILT-UP ROOFING

C

C CHANNEL

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CB CATCH BASIN

CBB CEMENTITIOUS (BACKER)

BOARD

CC CENTER TO CENTER

CD CONSTRUCTION

DOCUMENTS

CDR CARD READER

CDW CHILLED DRINKING WATER

L

IC

E N S E D ARC H I T

E

C T

ST

ATE OF UTA H

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

IP

T

IO

N

M A R K

A P P R O V E D

D A T E

SHEET OF

DAVID WAYNE

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NO. 7475782-0301

08/17/2021

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A M

C U s e rs k u n d e rw o o d D o c u m e n ts

B

LM

C le v e la n d

L lo y d k a it u n d e rw o o d .r v t

IN

D E X

S H E E T

GI-002

C L E V E L A N D

L L O Y D

D

IN

O S A U R

Q U A R R Y

B U

IL

D

IN

G

S M S C

D T

N O R T H

W

IN

D

ID

A H O

F A L L S

D T A p p ro ve r

P R

IC

E

F

IE

L D

O F F

IC

E

U T A H

8 29

A101

SYMBOL & MATERIAL LEGEND

AE101

XX

AE422

EXTERIOR ELEVATION

INTERIOR ELEVATION

BUILDING SECTION

WALL SECTION

DETAIL CALLOUT

CALLOUT

KEYNOTE

DOOR TAG

WALL, FLOOR, ROOF

OR CEILING TYPE

ROOM TAG

WINDOW TAG

LEVEL MARKER

GRID

NORTH ARROW

CEILING TAG

A101

A101

A101

A101

A

ROOM

NAME

XXX

150 SF

A2

XXXX

ADD#01

N

XXXXX

GLASS TAG

REVISION TAG

1t

10' - 0"

CEILING TYPE

CEILING HEIGHT

ROOM NAME

ROOM NUMBER

ROOM SF

CONCRETE

MASONRY

STEEL/ METAL STUD

RIGID INSULATION

FINISH GRADE WOOD/

HARDWOOD

PLYWOOD

SPRAY FOAM INSULATION

DEMOLITION, SHOWN

VIA HIDDEN LINE

WOOD STUD

EARTH

GRAVEL

BATT INSULATION

DETAIL NUMBER

SHEET NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

KEYNOTE

NUMBER

XX.XX

GLASS TYPE

DOOR NUMBER

WINDOW TYPE

A2

A1A

A4

A

A1A3

Name Elevation

ELEVATION MARKER

ELEVATION

ABOVE DATUM

ELEVATION

DESCRIPTION

REVISION #

REVISION

DESCRIPTION

ASSEMBLY

NUMBER

CONTINUOUS MATERIAL

NON CONTINUOUS

MATERIAL (BLOCKING)

EXISTING WALL TO REMAIN

NEW WALL

WALL TO BE DEMOLISHED

L

IC

E N S E D ARC H I T

E

C T

ST

ATE OF UTA H

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

IP

T

IO

N

M A R K

A P P R O V E D

D A T E

SHEET OF

DAVID WAYNE

TRIPLETT

NO. 7475782-0301

08/17/2021

:1 :5

A M

C U s e rs k u n d e rw o o d D o c u m e n ts

B

LM

C le v e la n d

L lo y d k a it u n d e rw o o d .r v t

G E N E R A L

IN

F O R M A T

IO

N

GI-003

C L E V E L A N D

L L O Y D

D

IN

O S A U R

Q U A R R Y

B U

IL

D

IN

G

S M S C

D T

N O R T H

W

IN

D

ID

A H O

F A L L S

D T A p p ro ve r

P R

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O F F

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U T A

9 29

DN

LIFE SAFETY GENERAL NOTES

1. FIRE STOPPING MATERIALS FOR NON-FERROUS PIPE,

CONDUIT AND OTHER SYNTHETIC MATERIALS SHALL BE

COMPATIBLE WITH ALL MATERIALS IN CONTACT.

2. FIRE STOPPING MATERIALS INSTALLED ARE REQUIRED

TO HAVE LABELS ON BOTH SIDES OF THE PROTECTED

PENETRATION.

3. SEAL EXISTING ELEVATIONS OF FLOOR SLABS OR

RATED WALLS WITH LISTED FIRE-RATED

ASSEMBLIES/MATERIALS.

1 2 3 4

C

B

A

OCCPANCY TYPE:

OCCUPANT LOAD FACTOR

OVERALL OCCUPANTS

GROSS AREA

B

1,636 SF

VIEWING

ROOM

0' - 0" 43' - 3"

OCCPANCY TYPE:

OCCUPANT LOAD FACTOR

OVERALL OCCUPANTS

GROSS AREA

A

40 SF

OCCPANCY TYPE:

OCCUPANT LOAD FACTOR

OVERALL OCCUPANTS

GROSS AREA

A

40 SF

OCCPANCY TYPE:

OCCUPANT LOAD FACTOR

OVERALL OCCUPANTS

GROSS AREA

A

371 SF

LIFE SAFETY LEGEND

1 - HR FIRE BARRIER

2 - HR FIRE BARRIER

EXIT SIGN

SEMI-RECESSED

FIRE EXTINGUISHER

CABINET

FEC

EGRESS PATH

TRAVEL DISTANCE

30' - 0" 50' - 0"

ACCESSIBLE EXIT/

ENTRANCE

COMMON PATH

OF TRAVEL

North: ______ South: ______ East: ______ West: ______

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

Exit Width Required: ____________ Exit Width Provided: ____________

Element HoursElement Assembly

Listing Hours

Smoke Partitions Fire Partitions

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

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

BAHTBABABA

Design Wind Speed: ______ mphB. Seismic Design Category: ______

K. Design Occupant Load: ______________

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

____________________________________________Tabular Area:I:

per Floor (square feet): Actual AreaH:

Number of Stories: ______ Building Height: ________________________G:

Required: ______ Provided: ______ Type of Sprinkler System: ____________

Sprinklers:F:

Mixed Occupancies: ______ Nonseparated Uses: ______E.

separation distance (in hours):

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

C. Type of Construction (circle one):

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

Guildelines

ADA Accessibility

Building Conservation

Uniform Code for

National Electrical Code

Conservation Code

International Energy

International Fire Code

International Plumbing Code

International Mechanical Code

International Building Code

YearYear

APPLICABLE CODES

A. Occupancy and Group: ________ ________ ________ ________ ________

CODE ANALYSIS

B

XX

D 102

0 0 0 0

2,087 SF

N/A

N/A

B: 24

0.2 x 24 = 4.8" 72"

NOT APPLICABLE

1 17' - 6"

N/A N/A

B: 2,087 SF

NO

N/A

Assembly Listing

NO

NO

N/A

L

IC

E N S E D ARC H I T

E

C T

ST

ATE OF UTA H

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

IP

T

IO

N

M A R K

A P P R O V E D

D A T E

SHEET OF

DAVID WAYNE

TRIPLETT

NO. 7475782-0301

08/17/2021

:1 :5

A M

C U s e rs k u n d e rw o o d D o c u m e n ts

B

LM

C le v e la n d

L lo y d k a it u n d e rw o o d .r v t

L

IF

E

S A F E T Y

P L A N

GI-101

C L E V E L A N D

L L O Y D

D

IN

O S A U R

Q U A R R Y

B U

IL

D

IN

G

S M S C

D T

N O R T H

W

IN

D

ID

A H O

F A L L S

D T A p p ro ve r

P R

IC

E

F

IE

L D

O F F

IC

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U T A H

10 29

N

0' 2'1'1' 3' 4' 5' 6' 7'GI-101

LIFE SAFETY FLOOR PLAN1

ASSEMBLY GENERAL NOTES

1. REFER TO FLOOR PLANS FOR WALL TYPE LOCATIONS.

2. REFER TO SECTIONS FOR FLOOR AND ROOF TYPE

LOCATIONS.

3. REFER TO REFLECTED CEILING PLAN FOR CEILING TYPE

LOCATIONS.

WALL TYPE: HEIGHT:

FIRE RATING:

FIRE TEST:

SOUND RATING:

SOUND TEST:

ES20 N/A

SEE SECTIONS

STEEL GIRT BY METAL BUILDING

MANUFACTURER.

PEMB METAL WALL PANEL. (PW)

ROOF TYPE:

FIRE RATING:

FIRE TEST:

SOUND RATING:

SOUND TEST:

EXT.

R1

PURLIN PER PRE-ENGINEERED METAL BUILDING

MANUFACTURER.

N/A

N/A

N/A

N/A

STANDING SEAM ROOF SYSTEM. SEE ASSEMBLY

TYPE.

L

IC

E N S E D ARC H I T

E

C T

ST

ATE OF UTA H

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

IP

T

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N

M A R K

A P P R O V E D

D A T E

SHEET OF

DAVID WAYNE

TRIPLETT

NO. 7475782-0301

08/17/2021

:1 :5

A M

C U s e rs k u n d e rw o o d D o c u m e n ts

B

LM

C le v e la n d

L lo y d k a it u n d e rw o o d .r v t

W A L L

T Y P E S

GI-501

C L E V E L A N D

L L O Y D

D

IN

O S A U R

Q U A R R Y

B U

IL

D

IN

G

S M S C

D T

N O R T H

W

IN

D

ID

A H O

F A L L S

D T A p p ro ve r

P R

IC

E

F

IE

L D

O F F

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U T A

11 29

42" MIN

60" MIN

M

IN

-9

12" MIN

24" MIN

36" MIN

12" MAX

42" MIN

-4

-9

39"-41"

430-485 17"-19"

405-455 16"-18"

604.2

WATER CLOSET LOCATION

(B)

AMBULATORY

ACCESSIBLE

WATER CLOSETS

(A)

WHEELCHAIR

ACCESSIBLE

WATER CLOSETS

60" MIN

M

IN

604.3.1

SIZE OF CLEARANCE

AT WATER CLOSETS

604.5.1

SIDE WALL

GRAB BARS

604.5.2

REAR WALL

GRAB BAR

180-230 7"-9"

M

IN

M

A X

604.5.7

DISPENSER OUTLET

LOCATION

M

IN

60" MIN

ALT. DOOR

LOCATION

4" MAX

M

IN

60" MIN

(A)

ADULT WALL

HUNG TOILET

(B)

ADULT FLOOR

MOUNT TOILET

604.8.1.2

TOILET COMPARTMENT

DOORS

32" MIN

M A

X

M

IN

604.8.1.1

SIZE OF ACCESSIBLE TOILET

COMPARTMENT

6" MIN

M

IN

6" MIN

M

IN

(A)

ADULT

(B)

CHILD

604.8.1.4

TOILET COMPARTMENT

TOE CLEARANCE

-9

604.8.2

AMBULATORY ACCESSIBLE

TOILET COMPARTMENT

604. TOILETS & TOILET COMPARTMENTS

M

IN

-1

42" MAX

MIN

24"

36" MAX

M

IN

/2

M

IN

M

A X

605.2

HEIGHT & DEPTH OF URINALS

605. URINALS

606. LAVATORIES AND SINKS

30" MIN

M

A X

MAX HEIGHT OF RIM CLEAR FLOOR SPACE

607. BATHTUBS

BACK WALL

HEAD

END

WALL

CONTROL

END WALL

BACK WALL

HEAD

END

WALL

CONTROL

END WALL

BATHTUB

LENGTH OF

M

IN

BATHTUB

LENGTH OF

M

IN

(A)

REMOVEABLE IN-TUB SEAT

(B)

PERMANENT SEAT

607.2

CLEARANCE FOR BATHTUBS

BACK WALL

HEAD

END

WALL

CONTROL

END WALL

(B)

PLAN

12" MAX

15" MAX

M

IN

-2

-9

(A)

ELEVATION

-2

-9

(A)

ELEVATION

607.4.1

GRAB BARS FOR BATHTUBS WITH PERMANENT SEATS

BACK WALL

HEAD

END

WALL

CONTROL

END WALL

(B)

PLAN

12" MAX

24" MIN

24" MAX

M

IN

M

IN

607.4.2

GRAB BARS FOR BATHTUBS WITH REMOVEABLE IN-TUB SEATS

607.5

BATHTUB CONTROL LOCATION

48" MIN

M

IN

C

L R

36" CLR

BACK WALL

SEAT

WALL

CONTROL

WALL

NOTE: INSIDE FINISHED

DIMENSIONS MEASURED AT

THE CENTER POINTS OF

OPPOSING SIDES.

608.2.1

TRANSFER TYPE SHOWER COMPARTMENT SIZE & CLEARANCE

60" MIN

M

IN

M

IN

BACK

WALL

SIDE

WALL

SIDE

WALL

60" MIN

M

IN

BACK

WALL

SIDE

WALL

SIDE

WALL

FRONT

WALL 915

36" MIN

608.2.2

STANDARD ROLL-IN TYPE

SHOWER COMPARTMENT SIZE

& CLEARANCE

608.2.3

ALTERNATE ROLL-IN TYPE

SHOWER COMPARTMENT SIZE

& CLEARANCE

18"

6" MAX

6" MAX

M A

X

M A

X

6" MAX

M A

X

608.3.1

GRAB BARS FOR

TRANSFER TYPE

SHOWERS

608.3.2

GRAB BARS FOR STANDARDS

ROLL-IN TYPE SHOWERS

(A)

WITHOUT SEAT

(B)

WITH SEAT

608.3.3

GRAB BARS FOR ALTERNATE

ROLL-IN TYPE SHOWERS

6" MAX

6" MAX

M A

X

M

IN

M

A X

15" MAX

608.5.1

TRANSFER TYPE CONTROL

LOCATION

M

A X

(A)

WITHOUT SEAT

M

A X

27" MAX

608.5.2

STANDARD ROLL-IN TYPE SHOWER CONTROL LOCATION

(B)

WITH SEAT

M

A X

(A)

WITH SEAT

SIDE WALL

ELEVATION

608.5.3

ALTERNATE ROLL-IN TYPE SHOWER CONTROL LOCATION

(B)

WITH SEAT

BACK WALL

ELEVATION

15" MAX1

M

A X

27" MAX

(C)

WITHOUT SEAT

SIDE WALL

ELEVATION

M

A X

608. SHOWER COMPARTMENTS

-1

M

IN

4" MAX

609. GRAB BARS

32-51 1 1/4"-2"

1 1/2".

GRAB BAR

CIRCULAR

CROSS SECTION

609.3

SPACING OF GRAB BARS

M

IN

/2

M

IN

(B)

RECESSED

OBJECTS

(A)

PROJECTING

OBJECTS

-9

GRAB BAR

MOUNTING

HEIGHT

COMPARTMENT

ENTRY

M A

X

COMPARTMENT

ENTRY

M A

X

610.3

EXTENT OF SEAT

(A)

RECTANGULAR

(B)

L-SHAPED

380-405 15"-16"

/2

M A

X

2 1/2" MAX

610.3.1

RECTANGULAR

SHOWER SEAT

610.3.2

L-SHAPED SHOWER SEAT

(A)

SIZE

(B)

DISTANCE

FROM WALL

560-585 22"-23"

-3

380-405 15"-16"

2 1/2" MAX

/2

M A

X

610. SEATS

-4

SEAT HEIGHT

380-405 15"-16"

15" MIN

-4

-4

(A)

REMOVEABLE IN-TUB SEAT

(B)

PERMANENT SEAT

610.2

BATHTUB SEATS

36" MIN

33" MIN

33" MIN

802.1.2

WIDTH OF WHEEL CHAIR SPACES

(A)

SINGLE SPACE

(B)

TWO SPACES

802.1.3

DEPTH OF WHEEL CHAIR SPACES

(A)

FRONT/REAR ENTRY

(B)

SIDE ENTRY

48" MIN

M

IN

802. WHEELCHAIR SPACES, COMPANION

SEATS, & DESIGNATED AISLE SEATS

WATER CLOSET BLOCKING DETAILS

CLEAR

30" MIN

M A

X

NOTE:

IPC 310.5 REQUIRES THAT THE URINAL SCREEN EXTEND AT

LEAST 18" FROM THE BACK WALL OR NOT LESS THAN 6"

BEYOND THE OUTERMOST FRONT LIP OF THE URINAL,

WHICHEVER IS GREATER.

URINAL SCREENS OPTIONAL

FOR CHILDREN'S URINALS, X = 16" MAX. AND Y = 44".

FOR HC URINALS, X = 17" MAX. AND Y = 44".

ALL OTHER URINALS, X = 24" AND Y = 48" MAX.

/2

"1

M

IN

M

IN

URINAL SCREENS

X

Y

NOTES:

• HOT WATER AND DRAIN PIPES MUST BE INSULATED, OR

CONFIGURED TO PROTECT AGAINST CONTACT.

• THERE SHALL BE NO SHARP ABRASIVE SURFACES

UNDER LAVATORIES.

• ALL WALL MOUNTED ITEMS REQUIRE SOLID BLOCKING.

BABY

CHANGING

STATION

CHANGING

SURFACE

M

A X

COAT HOOKS

HEIGHT OF HIGHEST

OPERABLE PART

ELEC.

HAND

DRYER

SANITARY

NAPKIN

DISPENSER

PAPER

TOWEL

DISPENSER

M

A X

FIRE

EXTINGUISHER

CABINET

M

A X

M

A X

SOAP

DISPENSER

BOOK

SHELF

M

IN

PROTRUDING

TOILET PAPER

SEE 604.5.7

SANITARY NAPKIN

DISPOSAL

VARIOUS

SHOWER HEADS

MIRROR

ABOVE

SINK

M

A X

MIRROR

M

A X 7

M

IN

SHELF

SEAT COVER DISPENSER

M

A X

M

IN

/2

M

IN

TOILET

PAPER

M

IN

/2

M

A X

HIGHEST

OPERABLE PART

RECESSED TOILET

PAPER SEE 604.5.7

M

A X

36" MAX

M

IN

"7"-9"

M

IN

LIGHT SWITCH/

THERMOSTAT/

PULL STATION

TYP.

OUTLET

SIGNAGE POWER

OPERATED

DOOR ACTUATOR

BOTTOM OF SHOWER HEAD

MISCELLANEOUS MOUNTING HEIGHTS

L

IC

E N S E D ARC H I T

E

C T

ST

ATE OF UTA H

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

IP

T

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N

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DAVID WAYNE

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NO. 7475782-0301

08/17/2021

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A M

C U s e rs k u n d e rw o o d D o c u m e n ts

B

LM

C le v e la n d

L lo y d k a it u n d e rw o o d .r v t

A C C E S S

IB

IL

IT

Y

C O M P L

IA

N C E

GI-702

C L E V E L A N D

L L O Y D

D

IN

O S A U R

Q U A R R Y

B U

IL

D

IN

G

S M S C

D T

N O R T H

W

IN

D

ID

A H O

F A L L S

D T A p p ro ve r

P R

IC

E

F

IE

L D

O F F

IC

E

U T A

12 29

1 2 3 4

C

B

A

AE301

AE301

AE201

A

E

AE202

A

E

AE301

100D 100A

100C 100B

8.07

8.07

8.07

7.50

7.50

1.37 1.37

1.36

ES20

E S

ES20

5.965.96

5.96

5.96

5.97

5.97

AE601

3.25

3.25

3.32

3.33

AE351

AE351

3.34

VIEWING

ROOM

GENERAL NOTES - FLOOR PLAN

1. DIMENSIONS ARE TO THE FACE OF STEEL OR GRIDLINE.

"CLEAR" DIMENSIONS ARE FROM FACE OF FINISH TO

FACE OF FINISH.

2. REFER TO G SERIES SHEETS FOR ACCESSIBILITY

REQUIREMENTS AND ASSEMBLY TYPES.

L

IC

E N S E D ARC H I T

E

C T

ST

ATE OF UTA H

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

IP

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DAVID WAYNE

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NO. 7475782-0301

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A M

C U s e rs k u n d e rw o o d D o c u m e n ts

B

LM

C le v e la n d

L lo y d k a it u n d e rw o o d .r v t

F L O O R

P L A N

AE101

C L E V E L A N D

L L O Y D

D

IN

O S A U R

Q U A R R Y

B U

IL

D

IN

G

S M S C

D T

N O R T H

W

IN

D

ID

A H O

F A L L S

D T A p p ro ve r

P R

IC

E

F

IE

L D

O F F

IC

E

U T A H

13 29

N

0' 2'1'1' 3' 4' 5' 6' 7'AE101

FLOOR PLAN1

KEYNOTE LEGEND

1.36 ELEVATED WALKWAY

1.37 VIEWING PLATFORM

3.25 SIDEWALK. SEE CIVIL C102.

3.32 CONCRETE STAIRS. SEE CIVIL C102

3.33 CONCRETE PATIO

3.34 RETAINING WALL. SEE CIVIL.

5.96 42" ALUMINUM PIPE GUARDRAIL

5.97 RIGID FRAME

7.50 ROOF ABOVE.

8.07 DOOR. SEE DOOR SCHEDULE.

GENERAL NOTES - FLOOR PLAN

1. DIMENSIONS ARE TO THE FACE OF STEEL OR GRIDLINE.

"CLEAR" DIMENSIONS ARE FROM FACE OF FINISH TO

FACE OF FINISH.

2. REFER TO G SERIES SHEETS FOR ACCESSIBILITY

REQUIREMENTS AND ASSEMBLY TYPES.

1 2

C

B

A

AE301

AE301

AE201

A

E

AE202

A

E

AE301

AE301

7.50

7.50

7.50

B

8.16

1.37 1.37

1.36

ES20

E S

E S

ES20

5.965.96

5.96

5.96

5.97

5.97

3.25

3.25

3.32

3.33

AE351

AE351

3.34

A

8.16

A A A A A A A A

B BBBBBBB

L

IC

E N S E D ARC H I T

E

C T

ST

ATE OF UTA H

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

IP

T

IO

N

M A R K

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DAVID WAYNE

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NO. 7475782-0301

08/17/2021

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A M

C U s e rs k u n d e rw o o d D o c u m e n ts

B

LM

C le v e la n d

L lo y d k a it u n d e rw o o d .r v t

C L E R E S T O R Y

P L A N

AE102

C L E V E L A N D

L L O Y D

D

IN

O S A U R

Q U A R R Y

B U

IL

D

IN

G

S M S C

D T

N O R T H

W

IN

D

ID

A H O

F A L L S

D T A p p ro ve r

P R

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E

F

IE

L D

O F F

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U T A H

14 29

N

0' 2'1'1' 3' 4' 5' 6' 7'AE102

CLERESTORY PLAN1

KEYNOTE LEGEND

1.36 ELEVATED WALKWAY

1.37 VIEWING PLATFORM

3.25 SIDEWALK. SEE CIVIL C102.

3.32 CONCRETE STAIRS. SEE CIVIL C102

3.33 CONCRETE PATIO

3.34 RETAINING WALL. SEE CIVIL.

5.96 42" ALUMINUM PIPE GUARDRAIL

5.97 RIGID FRAME

7.50 ROOF ABOVE.

8.16 WINDOW. SEE WINDOW TYPES.

1. DIMENSIONS ARE TO THE FACE OF STEEL OR GRIDLINE.

"CLEAR" DIMENSIONS ARE FROM FACE OF FINISH TO

FACE OF FINISH.

2. REFER TO G SERIES SHEETS FOR ACCESSIBILITY

REQUIREMENTS AND ASSEMBLY TYPES.

1 2 3 4

C

B

A

/2

/2

27' - 0 1/2" 25' - 9" 27' - 0 1/2" SEE CIVIL

79' - 10"

8' - 0" 8' - 10" 20' - 1" 5' - 8" 2' - 4" 24' - 8 1/2"

S E

E C

IV

IL

/2

VIEWING

ROOM

L

IC

E N S E D ARC H I T

E

C T

ST

ATE OF UTA H

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

IP

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DAVID WAYNE

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NO. 7475782-0301

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A M

C U s e rs k u n d e rw o o d D o c u m e n ts

B

LM

C le v e la n d

L lo y d k a it u n d e rw o o d .r v t

D

IM

E N S

IO

N E D

F L O O R

P L A N

AE110

C L E V E L A N D

L L O Y D

D

IN

O S A U R

Q U A R R Y

B U

IL

D

IN

G

S M S C

D T

N O R T H

W

IN

D

ID

A H O

F A L L S

D T D T

P R

IC

E

F

IE

L D

O F F

IC

E

U T A H

15 29

N

0' 2'1'1' 3' 4' 5' 6' 7'AE110

DIMENSIONED FLOOR PLAN1

1. DIMENSIONS ARE TO THE FACE OF STEEL OR GRIDLINE.

"CLEAR" DIMENSIONS ARE FROM FACE OF FINISH TO

FACE OF FINISH.

2. REFER TO G SERIES SHEETS FOR ACCESSIBILITY

REQUIREMENTS AND ASSEMBLY TYPES.

1 2 3 4

C

B

A

27' - 0 1/2" 25' - 9" 27' - 0 1/2"

79' - 10"

2' - 8" 6' - 0" 2' - 6" 6' - 0" 2' - 6" 6' - 0"

1' - 4 1/2" 1' - 4 1/2"

6' - 0" 2' - 6" 6' - 0" 2' - 6" 6' - 0"

1' - 4 1/2" 1' - 4 1/2"

6' - 0" 2' - 6" 6' - 0" 2' - 6" 6' - 0" 2' - 8"

2' - 8" 6' - 0" 2' - 6" 6' - 0" 2' - 6" 6' - 0"

1' - 4 1/2" 1' - 4 1/2"

6' - 0" 2' - 6" 6' - 0" 2' - 6" 6' - 0"

1' - 4 1/2" 1' - 4 1/2"

6' - 0" 2' - 6" 6' - 0" 2' - 6" 6' - 0" 2' - 8" SEE CIVIL

S E

E C

IV

IL

VIEWING

ROOM

L

IC

E N S E D ARC H I T

E

C T

ST

ATE OF UTA H

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

IP

T

IO

N

M A R K

A P P R O V E D

D A T E

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DAVID WAYNE

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NO. 7475782-0301

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A M

C U s e rs k u n d e rw o o d D o c u m e n ts

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LM

C le v e la n d

L lo y d k a it u n d e rw o o d .r v t

C L E R E S T O R Y

D

IM

E N S

IO

N E D

P L A N

AE111

C L E V E L A N D

L L O Y D

D

IN

O S A U R

Q U A R R Y

B U

IL

D

IN

G

S M S C

D T

N O R T H

W

IN

D

ID

A H O

F A L L S

D T A p p ro ve r

P R

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16 29

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0' 2'1'1' 3' 4' 5' 6' 7'AE111

CLERESTORY DIMENSIONED PLAN1

C

B

A

7" 27' - 0 1/2" 25' - 9" 27' - 0 1/2" 7"

81' - 0"

7.48

GENERAL NOTES - ROOF PLAN

1. REFER TO ASSEMBLY SHEET(S) FOR ROOF TYPE

CONSTRUCTION.

2. ICE/WATER SHIELD PROTECTION MEMBRANE IS TO BE

PROVIDED IN COLD WEATHER CLIMATES PER NRCA

GUIDELINES. FOR ROOFS WITH SLOPES GREATER THAN

4" = 1'-0" MEMBRANE TO EXTEND A MINIMUM OF 24"

UPSLOPE FROM INSIDE FACE OF EXTERIOR WALL LINE OF

BUILDING. FOR ROOFS WITH SLOPES LESS THAN OR EQUAL

TO 4" = 1'-0" MEMBRANE TO EXTEND A MINIMUM OF 36"

UPSLOPE FROM INSIDE FACE OF EXTERIOR WALL LINE.

MEMBRANE SHALL ALSO BE PROVIDED AT ALL VALLEY,

ROOF TRANSITIONS, DOWNSLOPE PERIMETERS, AND

AROUND PENETRATIONS.

3. IN CLIMATES WHERE ICE-DAM RISKS ARE CONSIDERED

SEVERE, ICE/WATER SHIELD PROTECTION MEMBRANE

SHALL BE EXTENDED FURTHER UP THE UPSLOPE THAN

PREVIOUS MINIMUMS, PER ROOFING MANUFACTURER’S

RECOMMENDATIONS.

4. NOT ALL PENETRATIONS ARE SHOWN ON ROOF PLAN.

COORDINATE WITH CONSULTANT DRAWINGS FOR

ADDITIONAL ROOF PENETRATIONS AND THEIR RESPECTIVE

LOCATIONS. PROVIDE WATER-TIGHT JACKS AND/OR

FLASHING AROUND ALL ROOF PENETRATIONS, MEETING

REQUIREMENTS FOR THE ROOF WARRANTY.

L

IC

E N S E D ARC H I T

E

C T

ST

ATE OF UTA H

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

IP

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NO. 7475782-0301

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A M

C U s e rs k u n d e rw o o d D o c u m e n ts

B

LM

C le v e la n d

L lo y d k a it u n d e rw o o d .r v t

R O O F

P L A N

AE121

C L E V E L A N D

L L O Y D

D

IN

O S A U R

Q U A R R Y

B U

IL

D

IN

G

S M S C

D T

N O R T H

W

IN

D

ID

A H O

F A L L S

D T A p p ro ve r

P R

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0' 2'1'1' 3' 4' 5' 6' 7'AE121

ROOF PLAN1

KEYNOTE LEGEND

7.48 STANDING SEAM ROOF SYSTEM. SEE ASSEMBLY TYPE.

REFLECTED CEILING PLAN

GENERAL NOTES

1. HEIGHT INDICATED IN CEILING TAG INDICATES THE

PRIMARY CEILING HEIGHT. SEE HEIGHTS ON SOFFITS,

CLOUDS, AND ADDITIONAL CEILING FINISHES FOR

SECONDARY CEILING HEIGHTS.

2. NOT EVERY ITEM ATTACHED TO OR PENETRATING THE

CEILINGS ARE SHOWN ON THESE DRAWINGS. REFER TO

ELECTRICAL, MECHANICAL, FIRE SPRINKLER, AND

OTHER DRAWINGS AS APPROPRIATE FOR ADDITIONAL

LIGHTING, DIFFUSER, RETURN, EXHAUST, AND OTHER

FEATURES WHICH IMPACT THE CEILING INSTALLATION.

3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

ALL TRADES IN FIELD TO ENSURE THAT DESIGNATED

CEILING HEIGHTS AND DESIGN CAN BE ACHIEVED WITH

EXISTING FIELD CONDITIONS. NOTIFY GOVERNMENT OF

ANY CONFLICTS OR CHALLENGING CONDITIONS THAT

WOULD PREVENT THE DESIGN FROM BEING

CONSTRUCTED AS INTENDED PRIOR TO PROCEEDING

WITH WORK. 1 2 3 4

C

B

A

7.07

VIEWING

ROOM

REFLECTED CEILING PLAN

LEGEND

OPEN TO STRUCTURE - PAINT

L

IC

E N S E D ARC H I T

E

C T

ST

ATE OF UTA H

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

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NO. 7475782-0301

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A M

C U s e rs k u n d e rw o o d D o c u m e n ts

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C le v e la n d

L lo y d k a it u n d e rw o o d .r v t

R E F L E C T E D

C E

IL

IN

G

P L A N

AE151

C L E V E L A N D

L L O Y D

D

IN

O S A U R

Q U A R R Y

B U

IL

D

IN

G

S M S C

D T

N O R T H

W

IN

D

ID

A H O

F A L L S

D T A p p ro ve r

P R

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18 29

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0' 2'1'1' 3' 4' 5' 6' 7'AE151

REFLECTED CEILING PLAN1

KEYNOTE LEGEND

7.07 GABLE TRIM & SHEET METAL FASCIA PANEL.

1234 1

AE301

AE301

T.O. WALL

16' - 4"

T.O. RETAINING

WALL

8' - 0"

1.35

8.16

7.48

3.34

7.07

B B B B B B B B B

8.33

P A

N E

L S

M E

T A

L

P A

N E

L S

T R

A N

S L U

C E

N T

MAIN LEVEL

0' - 0"

C B A

T.O. WALL

16' - 4"

T.O. RETAINING

WALL

8' - 0"

UPPER LEVEL

3' - 0"

AE301

AE301

8.07

1.35

100A

7.48

5.97

7.48 1

AE601

R1

3.25

3.25 3.32

5.96

3.34

2" / 1'-0"

EXTERIOR ELEVATIONS

GENERAL NOTES

1. COORDINATE GRADING SHOWN ON ELEVATIONS WITH

CIVIL.

2. FOR WALL TYPES SEE WALL SECTIONS, FLOOR PLANS,

AND ASSEMBLY TYPES FOR LOCATIONS AND

CONSTRUCTION.

L

IC

E N S E D ARC H I T

E

C T

ST

ATE OF UTA H

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

IP

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08/17/2021

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A M

C U s e rs k u n d e rw o o d D o c u m e n ts

B

LM

C le v e la n d

L lo y d k a it u n d e rw o o d .r v t

B U

IL

D

IN

G

E L E V A T

IO

N S

AE201

C L E V E L A N D

L L O Y D

D

IN

O S A U R

Q U A R R Y

B U

IL

D

IN

G

S M S C

D T

N O R T H

W

IN

D

ID

A H O

F A L L S

D T A p p ro ve r

P R

IC

E

F

IE

L D

O F F

IC

E

U T A H

19 29

0' 2'1'1' 3' 4' 5' 6' 7'AE201

BUILDING ELEVATION - WEST2

0' 2'1'1' 3' 4' 5' 6' 7'AE201

BUILDING ELEVATION - NORTH1

KEYNOTE LEGEND

1.35 SCHEDULED WALL.

3.25 SIDEWALK. SEE CIVIL C102.

3.32 CONCRETE STAIRS. SEE CIVIL C102

3.34 RETAINING WALL. SEE CIVIL.

5.96 42" ALUMINUM PIPE GUARDRAIL

5.97 RIGID FRAME

7.07 GABLE TRIM & SHEET METAL FASCIA PANEL.

7.48 STANDING SEAM ROOF SYSTEM. SEE ASSEMBLY TYPE.

8.07 DOOR. SEE DOOR SCHEDULE.

8.33 TRANSLUCENT PANELS.

MAIN LEVEL

0' - 0"

1 2 3 41

AE301

AE301

T.O. WALL

16' - 4"

T.O. RETAINING

WALL

8' - 0"

UPPER LEVEL

3' - 0"

8.16

8.07 8.07 1.355.97

7.48

AE601

3.32

5.96

5.97 5.97

5.97

7.07

A A A A A AAA A

8.33

P A

N E

L S

T R

A N

S L U

C E

N T

M E

T A

L P

A N

E L S

MAIN LEVEL

0' - 0"

CBA

T.O. WALL

16' - 4"

T.O. RETAINING

WALL

8' - 0"

UPPER LEVEL

3' - 0"

AE301

8.07

1.35

7.48

7.48

5.97

AE601

7.05

7.05

EXTERIOR ELEVATIONS

GENERAL NOTES

1. COORDINATE GRADING SHOWN ON ELEVATIONS WITH

CIVIL.

2. FOR WALL TYPES SEE WALL SECTIONS, FLOOR PLANS,

AND ASSEMBLY TYPES FOR LOCATIONS AND

CONSTRUCTION.

L

IC

E N S E D ARC H I T

E

C T

ST

ATE OF UTA H

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

IP

T

IO

N

M A R K

A P P R O V E D

D A T E

SHEET OF

DAVID WAYNE

TRIPLETT

NO. 7475782-0301

08/17/2021

:1 :4

A M

C U s e rs k u n d e rw o o d D o c u m e n ts

B

LM

C le v e la n d

L lo y d k a it u n d e rw o o d .r v t

B U

IL

D

IN

G

E L E V A T

IO

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AE202

C L E V E L A N D

L L O Y D

D

IN

O S A U R

Q U A R R Y

B U

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D

IN

G

S M S C

D T

N O R T H

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IN

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A H O

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20 29

0' 2'1'1' 3' 4' 5' 6' 7'AE202

BUILDING ELEVATION - EAST2

0' 2'1'1' 3' 4' 5' 6' 7'AE202

BUILDING ELEVATION - SOUTH1

KEYNOTE LEGEND

1.35 SCHEDULED WALL.

3.32 CONCRETE STAIRS. SEE CIVIL C102

5.96 42" ALUMINUM PIPE GUARDRAIL

5.97 RIGID FRAME

7.05 SHEET METAL FASCIA PANEL.

7.07 GABLE TRIM & SHEET METAL FASCIA PANEL.

7.48 STANDING SEAM ROOF SYSTEM. SEE ASSEMBLY TYPE.

8.07 DOOR. SEE DOOR SCHEDULE.

MAIN LEVEL

0' - 0"

C B A

T.O. WALL

16' - 4"

T.O. RETAINING

WALL

8' - 0"

UPPER LEVEL

3' - 0"

AE301

2" / 1'-0"

100D

1.35

ES20

5.96

7.48

5.96

5.97

5.97

R1

ES20

3.03 3.01

3.02

7.07

8.16

8.16

22.18

1 2 3 41

AE301

AE301

T.O. WALL

16' - 4"

T.O. RETAINING

WALL

8' - 0"

UPPER LEVEL

3' - 0"

ES20

ES20

7.48

5.97

5.96

5.96

3.32

3.02

3.34

7.07

8.338.16

BUILDING SECTIONS

GENERAL NOTES

1. SEE ASSEMBLIES SHEET FOR WALL, ROOF AND

FLOOR CONSTRUCTION.

L

IC

E N S E D ARC H I T

E

C T

ST

ATE OF UTA H

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

IP

T

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N

M A R K

A P P R O V E D

D A T E

SHEET OF

DAVID WAYNE

TRIPLETT

NO. 7475782-0301

08/17/2021

:1 :4

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C U s e rs k u n d e rw o o d D o c u m e n ts

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C le v e la n d

L lo y d k a it u n d e rw o o d .r v t

B U

IL

D

IN

G

S E C T

IO

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AE301

C L E V E L A N D

L L O Y D

D

IN

O S A U R

Q U A R R Y

B U

IL

D

IN

G

S M S C

D T

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W

IN

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21 29

0' 2'1'1' 3' 4' 5' 6' 7'AE301

TRANSVERSE SECTION1

0' 2'1'1' 3' 4' 5' 6' 7'AE301

LONGITUDINAL SECTION2

KEYNOTE LEGEND

1.35 SCHEDULED WALL.

3.01 REINFORCED CONCRETE FOOTING/PIER. SIZE VARIES.

SEE STRUCTURAL DRAWINGS.

3.02 REINFORCED CONCRETE FOUNDATION WALL. SEE

STRUCTURAL DRAWING.

3.03 CONCRETE SLAB ON GRADE. REFER TO STRUCTURAL

DRAWINGS.

3.32 CONCRETE STAIRS. SEE CIVIL C102

3.34 RETAINING WALL. SEE CIVIL.

5.96 42" ALUMINUM PIPE GUARDRAIL

5.97 RIGID FRAME

7.07 GABLE TRIM & SHEET METAL FASCIA PANEL.

7.48 STANDING SEAM ROOF SYSTEM. SEE ASSEMBLY TYPE.

8.16 WINDOW. SEE WINDOW TYPES.

22.18 FOUNDATION DRAIN. SEE CIVIL DRAWINGS.

A

T.O. WALL

16' - 4"

T.O. FOOTING

2' - 6"

T.O. RETAINING

WALL

8' - 0"

ES20

3.02

3.01

7.48

5.97

7.87

7.05 R1

1.23

8.16

MAIN LEVEL

0' - 0"

RIDGE

12' - 9"

B

T.O. RETAINING

WALL

8' - 0"

ES20

7.48

8.07

5.97

R1

7.87

1.23

8.16

BUILDING SECTIONS

GENERAL NOTES

1. SEE ASSEMBLIES SHEET FOR WALL, ROOF AND

FLOOR CONSTRUCTION.

L

IC

E N S E D ARC H I T

E

C T

ST

ATE OF UTA H

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

IP

T

IO

N

M A R K

A P P R O V E D

D A T E

SHEET OF

DAVID WAYNE

TRIPLETT

NO. 7475782-0301

08/17/2021

:1 :4

A M

C U s e rs k u n d e rw o o d D o c u m e n ts

B

LM

C le v e la n d

L lo y d k a it u n d e rw o o d .r v t

W A L L

S E C T

IO

N S

AE351

C L E V E L A N D

L L O Y D

D

IN

O S A U R

Q U A R R Y

B U

IL

D

IN

G

S M S C

D T

N O R T H

W

IN

D

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F A L L S

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22 29

0' 2'1' 1' 4'3'AE351

WALL SECTION #22

0' 2'1' 1' 4'3'AE351

WALL SECTION #11

KEYNOTE LEGEND

1.23 SCHEDULE WALL. REFER TO ASSEMBLY TYPES AND FLOOR

PLAN

3.01 REINFORCED CONCRETE FOOTING/PIER. SIZE VARIES. SEE

STRUCTURAL DRAWINGS.

3.02 REINFORCED CONCRETE FOUNDATION WALL. SEE

STRUCTURAL DRAWING.

5.97 RIGID FRAME

7.05 SHEET METAL FASCIA PANEL.

7.48 STANDING SEAM ROOF SYSTEM. SEE ASSEMBLY TYPE.

7.87 PREFINISHED GALVANIZED METAL SOFFIT/CEILING PANEL.

8.07 DOOR. SEE DOOR SCHEDULE.

1. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO SHOP

DRAWING SUBMITTALS AND FABRICATION OF ANY DOOR

OR WINDOW.

2. ANSI 117.1 AND ADDAG ACCESSIBILTY CODE

CLEARANCES TO BE PROVIDED AT ALL DOORS. NOTIFY

THE GOVERNMENT IMMEDIATELY IF ANY CLEARANCES

CAN NOT BE MET. REFER TO ACCESSIBILITY SHEETS

FOR ABA CLEARANCES.

3. DOOR HARDWARE OPERATION TO MEET THE

REQUIREMENTS OF IBC SECTION 1008.1.9.

4. ALL DOOR HARDWARE SHALL BE A LEVER HANDLE

LOCKSET THAT CAN BE OPENED FROM THE INSIDE WITH

A SINGLE MOTION OF THE HAND.

DOOR & WINDOW

GENERAL NOTES

DOOR TYPE: A

CONST: HM

DOOR TYPE: B

CONST: HM

2"

SCHED.

SEE 2"

S E

E S

C H

E D

FRAME TYPE: 1

CONST: HM

SEE SCHED.

S E

E S

C H

E D

SEE SCHED.

S E

E S

C H

E D

EQ EQ

1.23

7.96

8.24

8.05

8.07

1.23

5.57

8.24

7.99

7.97

8.05

8.07

7.96

8.07

8.05

8.26

8.28

8.27

5.98

5.100

5.101

5.102

9.14

5.99

T.O. RETAINING

WALL

8' - 0"

WINDOW TYPE B:

OUTWARD-PROJECTING ALUMINUM

AWNING WINDOWS.

6" OPENING MAX. PROVIDE REMOTE

CRANK OPERATORS WITH POLE.

3' - 0" 3' - 0"

6' - 0"

MAIN LEVEL

0' - 0"

/2

/2

3' - 0" 3' - 0"

WINDOW TYPE A:

OUTWARD-PROJECTING ALUMINUM

AWNING WINDOWS.

6" OPENING MAX. PROVIDE REMOTE

CRANK OPERATORS WITH POLE.

6' - 0" L

IC

E N S E D ARC H I T

E C

T

ST

ATE OF UTA H

P L O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

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SHEET OF

DAVID WAYNE

TRIPLETT

NO. 7475782-0301

08/17/2021

:1 :4

A M

C U s e rs k u n d e rw o o d D o c u m e n ts

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LM

C le v e la n d

L lo y d k a it u n d e rw o o d .r v t

D O O R

W

IN

D O W

S C H E D U L E S

AE601

C L E V E L A N D

L L O Y D

D

IN

O S A U R

Q U A R R Y

B U

IL

D

IN

G

S M S C

D T

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23 29

DOOR HARDWARE

MARK O

P

E R

A T

IO

N

D O

U B

L E

D O

O R

H

IN

G E

S

L O

C K

T Y

P E

C L O

S E

R

G A

S K

E T

D O

O R

B O

T T

O M

S

T H

R E

S H

O L D

D O

O R

P R

O T

E C

T

IO

N

A C

C E

S S

C O

N T

R O

L

S E

C U

R

IT

Y M

O N

IT

O

R

IN

G

E G

R E

S S

D E

V

IC

E

A C

O U

S T

IC

D O

O R

A C

C E

S S

O R

IE

S

C O

M M

E N

T S

MAIN LEVEL

100B 1

100C 1

UPPER LEVEL

100A SWG 1 1/2 HI -1 LO-2 CL-3 G-4 OB-1,

SW-1

TH-1 KP-1

100D SWG 1 1/2 HI -1 LO-2 CL-3 G-4 OB-1,

SW-1

TH-1 KP-1

DOOR HARDWARE LEGEND

ID UNITS ITEM

ACCESS CONTROL

BM-1 EA BIOMETRIC READER

CR-1 EA CARD READER

CX-1 EA CX-10

ES-1 EA ELECTRONIC STRIKE

PS-1 EA POWER SUPPLY

ACOUSTIC

AB-1 EA AUTO DOOR BOTTOM

AG-1 EA HIGH LEVEL SOUND GASKET

CLOSER

CL-1 EA CLOSER

CL-2 EA CLOSER W/ OVERHEAD STOP

CL-3 EA CLOSER W/ HOLD OPEN

DOOR ACCESSORIES

CH-1 EA COAT HOOK

DB-1 EA DOOR BOLT

FB-1 EA MANUAL FLUSH BOLT

FB-2 EA AUTOMATIC FLUSH BOLT

ST-1 EA WALL STOP

ST-2 EA FLOOR MOUNT STOP

ST-3 EA OVERHEAD STOP

DOOR BOTTOM

OB-1 EA OVERHEAD DOOR

WEATHERSTRIP

SW-1 EA SWEEP

DOOR PROTECTION

FP-1 PAIR DOOR FRAME GUARDS

KP-1 EA KICK PLATE

MP-1 EA MOP PLATE

DOUBLE DOOR

AS-1 EA ASTRAGAL

AS-2 EA SECURITY ASTRAGAL

CO-1 EA COORDINATOR

STR EA STRIKE

EGRESS DEVICE

PB-1 EA PANIC BAR

PP-1 EA PUSH BUTTON PAD

GASKET

G-1 EA SILENCER

G-2 EA SMOKE GASKET

G-3 EA ACOUSTIC GASKET

G-4 EA WEATHERSTRIPPING

G-5 EA BRUSH GASKET

HINGES

HI-1 PAIR HINGES

HI-2 PAIR 180 DEGREE HINGES

HI-3 PAIR SWING CLEAR HINGE

HI-4 PAIR PIVOT HINGE

HI-5 EA CONTINUOUS HINGE

LOCK TYPE

LO-1 EA ENTRY

LO-2 EA CLASSROOM

LO-3 EA STOREROOM

LO-4 EA PASSAGE NO LOCK

LO-5 EA PASSAGE

LO-6 EA PRIVACY

LO-7 EA OFFICE

LO-8 EA KEYLESS ACCESS LOCK

PPP PAIR PUSH & PULL PLATE

OPERATION

ACC - ACCORDIAN

BIF - BIFOLD

ROL - ROLLUP

SEC - SECTIONAL

SLI - SLIDER

STA - STACKING

SWG - SWING

SECURITY MONITORING

DPS EA DOOR POSITION SENSOR

GBS EA GLASS BREAK SENSOR

THRESHOLD

TH-1 EA THRESHOLD

TH-2 EA THRESHOLD

DOOR SCHEDULE

MARK

SIZE PANEL

TYPE

FRAME

TYPE

FIRE

RATING

STC

RATING

COMMENTS

WIDTH HEIGHT

MAIN LEVEL

100B 8' - 0" 7' - 0" B -- 1

100C 8' - 0" 7' - 0" B -- 1

UPPER LEVEL

100A 3' - 0" 7' - 0" A 1

100D 3' - 0" 7' - 0" A 1

DOOR SCHEDULE NOTES:

1. BARN DOOR HARDWARE BY MANUFACTURER.

0'1' 1'AE601

HM DOOR JAMB4

0'1' 1'AE601

HM DOOR HEAD DETAIL1

0' 6"6"AE601

EXT. DOOR SILL2

0'1' 1'AE601

SLIDING DOOR HEAD DETAIL3

KEYNOTE LEGEND

1.23 SCHEDULE WALL. REFER TO ASSEMBLY TYPES AND FLOOR

PLAN

5.57 STEEL GIRT BY METAL BUILDING MANUFACTURER.

5.98 TRACK COVER

5.99 TROLLEY

5.100 TRACK

5.101 TOP LATERAL LOCKNUT

5.102 TOP LATERAL

7.96 CLOSURE TRIM, TYP AT PERIMETER.

7.97 DRIP TRIM.

7.99 CLOSURE.

8.05 HM DOOR FRAME. PAINT.

8.07 DOOR. SEE DOOR SCHEDULE.

8.24 DOOR CLIP.

8.26 INSTALL GASKET AROUND DOOR FRAME AND AT BOTTOM

OF DOOR.

8.27 ALUMINUM THRESHOLD WITH MASTIC EMBED.

8.28 DOOR SWEEP WHERE OCCURS. SEE DOOR HARDWARE

GROUPS IN SPECS.

9.14 HEADER.

B

A

FOUNDATION DESIGN DRAWINGS ON SHEET S-101 ARE

FOR BIDDING PURPOSES ONLY. FINAL FOUNDATION

DESIGN BY CONTRACTOR.

FOUNDATION PLAN1

S101

S502

S502

A S301

B S301

S502

S502

S503

FT-3 (TYP OF 2)

FT-2 (TYP OF 3) FT-1 (TYP OF 12)

HSS4X2X1/4

HSS4X2X1/4 HSS4X2X1/4HSS4X2X1/4

ADA COMPLIANT METAL…