A06-DraftCD_Part11_3.pdf

Draf t

TBC TOP BACK OF CURB

AND

AT

DELTA

PENNYd

FINISHED

WOOD PLYWOOD INSUL.

GYP. RIGIDMETAL EARTH CONCRETE MASONRY

CONC. CONT.

WOOD

WOOD

(TYPICAL SECTION VIEWS)

CHANNEL

ANGLE

PLATE

CENTER LINE

SECT SECTION

SS

SIM

SIMUL

STA

SIMILAR

SIMULATED

STATION

SHWR SHOWER

SPECS

STL

SQ

STD

STEEL

SQUARE

STANDARD

STRUCTURAL

T

TDC

SYM SYMMETRICAL

TREAD

SUSP SUSPENDED

STRUCT

MAINT

METAL

MAXIMUM

MB

MECH

MET

MAX

MAT'L MATERIAL

MINIMUM

MULLION

MO

MIN

MULL

MISC

MFG

NUMBER

NOT IN CONTRACT

NR

N.T.S.

NO.

N.I.C.

MACHINE BOLT

NOT TO SCALE

NON-RATED

MASONRY OPENING

MISCELLANEOUS

MANUFACTURER

MECHANICAL

MAINTENANCE

TRAFFIC DECK COVERING

SPECIFICATIONS

STAINLESS STEEL

TEL

T.O.C.

THK

TEMP

T.O.F.

THICK

TELEPHONE

TEMPERED

UNO

TYP

T.O.S.

TYPICAL

TOP OF STEEL

T.O.P.

T.O.W.

W/ W

VER

WIDE

WITH

VERTICAL

WP

WL

WI

WD WOOD

WATER LEVEL

WC

WP

OVERFLOW

OFFICE

ON CENTER

OCC

OD

OF

OFF

OC

OPPOSITE

OPENING

OFOI

OH

OPN'G

OPP

OFI

PLYWOOD

PAIR

PLASTER

PLATE

PLYWD

PR

PREP

PL

PLAS

QT

PT

PROJ

PTDF

PC

OWNER FURNISHED OWNER INSTALLED

OPPOSITE HAND

OPERATOR CONTROL CENTER

OWNER FURNISH ITEM

OUTSIDE DIAMETER

QUARRY TILE

PORTLAND CEMENT

PRESSURE TREATED

PRESSURE TREATED DOUGLAS FIR

PREPARATION

PROJECTION

REFLECTED

REFERENCE

RADIUS

RISER

REFL

REF

R

RD

ROOM

REDWOOD

RESILIENT

REQUIRED

RM

REDW'D

R.O.

RES

REQ'D

REINF REINFORCE

R or RAD

ROUGH OPENING

ROOF DRAIN

WATERPROOFING

UNLESS NOTED OTHERWISE

WROUGHT IRON

WATER CLOSET

WORKING POINT

TOP OF PARAPET

TOP OF FOOTING

TOP OF CONCRETE or CURB

TOP OF WALL

TONGUE & GROOVET & G

EA

ELEV

EXIST

EQUIP

EQ

ELEV or EL

ELEC

ANCHOR BOLTS

ACOUSTICAL

APPROVED

ASPHALT CONCRETE

ACCESS DOOR

ABBREVIATION (S)

EWC

FF

EXT

EJ

FLR

FOC

FO

FIN

FHC

ALUMINUM

BUILDING

BOARD

ABOVE FINISHED FLOOR

BOTTOM

BEAM

BOTTOM OF BEAM

BLOCK

AB

ACOUS

AC

AD

APPR

ABBREV

BLDG

BD

ALUM

A.F.F.

B.O.B.

BOT

BM

BLK

ABBREVIATIONS

FD

FS

FRP

FOW

FDN

FH

FT

GA

FSD

FS

CERAMIC

CEILING

CEMENT

CEILING HEIGHT

CONCRETE

COLUMN

CONCRETE MASONRY UNIT

COMPOSITION

CLEAR

GALV or GV

GL

GR

GYP BD

HP

H

HM

HORIZ

HDWD

CONTRACTING OFFICER

DELETE

CONTINUOUS

COUNTERSINK

DIAGONAL

DIMENSION

DIAMETER

DOUGLAS FIR

DRINKING FOUNTAIN

DETAIL

GC

CONNECTION

CER

CLG

CH

CEM

CMU

COL

CONC

COMPO

CLR

C.O.

CSK

DEL

CONT

DF

DF

DIA

DIAG

DIM

DET

CONN

INT

ID

INSUL

JAN

LAV

LTG

LEV

DOWNSPOUT

DOWN

DOUBLE

DOOR

DOOR OPENING

DRAWING

LTWT

DBL

DN

DS

DR

DO

DIR

DWG

DIMENSIONING

DIRECTION

FOS

C/C CENTER TO CENTER

JANITOR

LIGHT WEIGHT

LAVATORY

LIGHTING

LEVEL

INSIDE DIAMETER

INTERIOR

INSULATION

HIGH POINT

HORIZONTAL

HARDWOOD

HOLLOW METAL

FEET

GENERAL CONTRACTOR

GLASS

GYPSUM BOARD

GALVANIZED

HIGH

GRADE

FULL HEIGHT

GAUGE

FIBER REINFORCED PLASTIC

FLOOR DRAIN

FLOOR SINK

FULL SIZE DETAIL

FULL SIZE

FACE OF STUD

FACE OF WALL

FOUNDATION

FLOOR

FINISHED OPENING

FACE OF CONCRETE

ELEVATOR

FIRE HOSE CABINET

ELEC WATER COOLER

FINISH FLOOR

FINISH

EXPANSION JOINT

EXTERIOR

EQUIPMENT

EXISTING

EQUAL

ELECTRICAL

ELEVATION

EACH

X' X"

METAL STUD FRAMED WALLS.

SQUARE

DIAMETER or ROUND

NUMBER

RTU ROOF TOP UNIT

VERIFY IN FIELDV.I.F.

ALL NEW CONSTRUCTION IS SHOWN HATCHED & SHADED AS ILLUSTRATED BELOW. ALL NEW

CONSTRUCTION IS FULLY NOTED AS SHOWN BELOW ALL WORK IS NEW UNLESS LABELED

"EXISTING"

X

Ø

PL

WALL TYPE DESIGNATION.

KEYNOTE.

DOOR DESIGNATION.

WINDOW DESIGNATION.

X

XX

SYMBOLSARCHITECTURAL GENERAL NOTES

UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION

DOCUMENTS AS BEING NOT IN CONTRACT (N.I.C.) OR

EXISTING, ALL ITEMS, MATERIALS AND INSTALLATION OF

SAME ARE PART OF THE CONTRACT AS DEFINED BY

THE CONSTRUCTION DOCUMENTS. THE GC SHALL

PROVIDE AND INSTALL ALL ACCESSORIES, COMPONENTS

AND ASSEMBLIES REQUIRED FOR THE WORK DEPICTED

OR SPECIFIED.

PLEASE NOTE:

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL

WORK REGARDLESS OF THE LOCATION OF THE

INFORMATION IN THE DOCUMENTS. THE GENERAL

CONTRACTOR SHALL UTILIZE THE CONSTRUCTION

DRAWINGS AND WRITTEN SPECIFICATIONS FOR ALL

REQUIRED INFORMATION TO PROVIDE COMPLETE

CONSTRUCTION OF THIS PROJECT. ITEMS LISTED IN

DRAWINGS MAY NOT BE INCLUDED IN SPECIFICATIONS.

ITEMS LISTED IN SPECIFICATIONS MAY NOT BE

INCLUDED IN DRAWINGS.

THE GENERAL CONTRACTOR SHALL HEREAFTER BE

REFERRED TO AS "GENERAL CONTRACTOR" OR "GC".

THE NATIONAL PARK SERVICE OR OWNER SHALL

HEREAFTER BE REFERRED TO AS "GOVERNMENT". THE

CONTRACTING OFFICER IS THE OWNER'S

REPRESENTATIVE.

DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT

DOCUMENTS ARE NOT INTENDED. THE GENERAL

CONTRACTOR IS TO CLARIFY WITH THE CONTRACTING

OFFICER ANY SUCH DISCREPANCIES PRIOR TO

COMMENCING WORK.

THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL

CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING ANY

WORK AND SHALL BE RESPONSIBLE FOR ALL WORK

AND MATERIALS INCLUDING THOSE FURNISHED BY

SUBCONTRACTORS. THE GC SHALL ACCEPT PREMISES

AS FOUND. GOVERNMENT WILL MAINTAIN THE EXISTING

CONDITION OF THE SITE AND EXISTING STRUCTURES AT

THE TIME OF BIDDING.

7 DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS: DO

NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS.

THE CONTRACTING OFFICER SHALL BE NOTIFIED OF ANY

DISCREPANCY PRIOR TO CONTINUING WITH WORK.

ALL PLAN DIMENSIONS ARE FROM GRIDLINE OR TOP OR

RIGHT SIDE OF WALL UNLESS OTHERWISE INDICATED.

SEE SECTION ON "DIMENSIONING" THIS SHEET.

9 DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE

PRECEDENCE OVER SMALL SCALE DRAWINGS.

FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE

MANUFACTURER'S STANDARD DETAILS OR APPROVED

SHOP DRAWINGS / DATA SHEETS IN ACCORDANCE WITH

THE PROJECT SPECIFICATIONS.

THE GENERAL CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER & ALL APPLICABLE LOCAL

GOVERNING AUTHORITIES AND UTILITIES PRIOR TO

COVERING UP ANY WORK REQUIRING INSPECTION.

FOR GRADING, TRENCHING ETC., CONTACT THE

CONTRACTING OFFICER FOR INSTRUCTIONS PRIOR TO

THE CONTINUATION OF WORK SHOULD ANY UNUSUAL

CONDITIONS BECOME APPARENT DURING GRADING OR

FOUNDATION CONSTRUCTION. EXISTING ELEVATIONS AND

LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE

GENERAL CONTRACTOR BEFORE CONSTRUCTION.

IT SHALL BE THE RESPONSIBILITY OF THE GENERAL

CONTRACTOR TO LOCATE ALL EXISTING UTILITIES,

WHETHER SHOWN HEREIN OR NOT, AND TO PROTECT

THEM FROM DAMAGE. THE GENERAL CONTRACTOR

SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT

OF UTILITIES OR OTHER PROPERTY DAMAGED BY

OPERATIONS IN CONJUNCTION WITH THE PROSECUTION

OF THE WORK.

ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND

ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM)

CONDITION DAILY.

APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND

SHALL NOT BE USED BY WORKMEN. ALL

CONSTRUCTION SETS SHALL REFLECT THE SAME

INFORMATION. THE GENERAL CONTRACTOR SHALL ALSO

MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET OF

PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE

ORDERS, ON THE PREMISES AT ALL TIMES. THESE ARE

TO BE KEPT UNDER THE CARE OF THE JOB

SUPERINTENDENT.ALL PROJECT CONSTRUCTION SHALL CONFORM WITH

THE 2005 EDITION OF THE ABAAS

6 THE GENERAL CONTRACTOR SHALL MAINTAIN ALL

REQUIRED EXITS AND FIRE LANES IN WORKING ORDER.

ALL CONNECTION FEES/APPLICABLE PERMITS SHALL BE

SECURED BY THE GENERAL CONTRACTOR. THE COSTS

ARE TO BE INCLUDED IN THE BID.

MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR

FINISH SHALL CONFORM TO THE BUILDING CODE AND

LOCAL GOVERNING BUILDING CODES/ORDINANCES.

15 22

THE GC SHALL VERIFY DIMENSIONS OF ALL EQUIPMENT

PADS & BASES WITH EQUIPMENT MANUFACTURERS &

SHALL VERIFY ALL SIZES AND LOCATIONS OF DUCT

OPENINGS ON ROOF AND INTERIOR SHAFTS.

THE GC SHALL VERIFY LOCATIONS OF ALL CEILING

ACCESS PANELS WITH MECHANICAL AND PLUMBING

PLANS. ACCESS PANELS SHALL BE FURNISHED AND

INSTALLED WITH A FIRE RATING EQUAL TO THE WALL OR

CEILING ASSEMBLY INTO WHICH THEY ARE TO BE

INSTALLED. FINISH AND LOCATION SHALL BE APPROVED

BY THE CONTRACTING OFFICER.

PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR

MATERIALS WHERE REQUIRED.

THE GENERAL CONTRACTOR IS TO ASSURE THAT NO

REBAR OR REINFORCEMENT IS PRESENT PRIOR TO

CORE DRILLING OR PLACING BOLTS OR ANY OTHER

ITEM WHICH COULD DISTURB THE STRUCTURAL SLAB

OR FOUNDATION WALLS.

NEW MATERIALS LEGENDS

WORK POINT OR ELEV BENCH MARK

MASONRY OR CONCRETE WALLS

XX WIDTH OF WALL DIM'D TO

NOMINAL SIZE.

DOORS DIMENSIONED TO

NOMINAL MASONRY OPENING

WIDTH.

WINDOWS DIMENSIONED TO

NOMINAL MASONRY OPENING

WIDTH.

WALL TYPE DESIGNATES

WIDTH OF WALL

WALL DIM'D TO TOP OR

RIGHT SIDE OF WALL

DOORS DIM'D TO

SCHEDULED DOOR WIDTH.

WINDOWS DIM'D TO

SCHEDULED WINDOW WIDTH.

MEMBER

BATT

UNIT

BLOCKING

MEMBER

INSULATIONBOARD

FEC FIRE EXTINGUISHER CABINET

WMN'S WOMENSSHT SHEET

INDICATES AN APPROXIMATE OR

VARIABLE DIMENSION THAT MUST BE

FIELD VERIFIED OR COORDINATED BY

THE CONTRACTOR. THE TOLERANCE

MAY BE OF ANY PERCENTAGE OF

THE SHOWN DIMENSION.

X'-X"X'-X" X'-X"X'-X"

X' X"

X"

X"

T.S. TUBE STEEL

23 THE GC SHALL CALL A PREFATORY WORK MEETING WITH

COR AND RELATED SUBCONTRACTORS PRIOR TO

BEGINNING OF EACH FEATURE OF WORK.

CONTRACTING OFFICERC.O.R.

REPRESENTATIVE

24 THE GC SHALL ABIDE BY ALL CONDITIONS OF THE

NATIONAL PARK SERVICE REFERENCE MANUAL 58,

STRUCTURAL FIRE, SPECIFICALLY CHAPTERS 6 AND 7.

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

ABBREVIATIONS, LEGENDS

& NOTES

116M. WALLACE

M. WALLACE

J. JONES A0

25210/06/2023

REHABILITATE SOUTH CAMPGROUND

ZION NATIONAL PARK

317454/240254

175487

PROJECT BUNDLE | 164

COMFORT STATION

A1

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

B.WESTERN

B.WESTERN

10/06/2023

REHABILITATE SOUTH CAMPGROUND

ZION NATIONAL PARK

317454/240254

FLOOR PLANS

175487

PROJECT BUNDLE |

COMFORT STATION

1. SEE SHEET A0 FOR GENERAL

NOTES.

2. SEE COVER FOR DRAWING INDEX.

3. DO NOT SCALE DRAWINGS.

4. CONTRACTOR SHALL VERIFY ALL

DIMENSIONS & CONDITIONS BEFORE

BEGINNING ANY WORK & SHALL REPORT

TO THE CONTRACTING OFFICER ANY

ERRORS, INCONSISTENCIES, OR

OMISSIONS BEFORE BEGINNING WORK.

SEE GENERAL NOTES & SPECIFICATIONS.

GENERAL NOTES

LEGEND

WALL TYPES, SEE SHEET A8

WINDOW TYPES

DOOR #

ROOM DESIGNATIONS

KEYED NOTES

FLOOR MOUNTED WATER CLOSET. SEE

PLUMBING DRAWINGS.

LAVATORY & FAUCET.(ADA) SEE

PLUMBING DRAWINGS.

FLOOR DRAIN. SLOPE TO DRAIN @

1/8"/FT. MAX. ACCOMDATE EPOXY

FLOOR DIFFERENCE SEE PLUMBING

DRAWINGS.

MOP SINK & FAUCET. W/ FRP SIDING

SEE PLUMBING DRAWINGS.

TOILET PAPER DISPENSER SUPPLIED &

INSTALLED BY GOVERNMENT.

MIRROR. SEE ACCESSORY SCHEDULE.

42" GRAB BAR. SEE ACCESSORY

SCHED.

36" GRAB BAR. SEE ACCESSORY

SCHED.

WATER FILLING STATION. SEE DETAIL &

PLUMBING DWGS.

SANITARY NAPKIN DISPOSAL SUPPLIED &

INSTALLED BY GOVERNMENT

ELECTRIC WATER HEATER CONNECTED

TO MOP SINK ONLY. SEE MECHANICAL

DRAWINGS.

ELECTRIC HAND DRYER. SEE ACCESSORY

SCHEDULE.

URINAL SEE PLUMBING DRAWINGS.

TOILET PARTITION. SEE ACCESSORY

SCHEDULE. (COORDINATE W/ PLUMBER)

MECH. VENT, SEE MECH. DWGS.

S.S. DISHWASHING SINK & FAUCET. SEE

PLUMBING DRAWINGS.

HARD COMPOSITE QUARTZ SLANT

TROUGH SINK W/ 2 FAUCETS.

WEATHERING STEEL COLUMN TO MATCH

EXISTING IN PARK. SEE STRUCTURAL

DRAWINGS.

KEYED NOTES (CONT.)

FURR-OUT & INSULATE PLUMBING WALL.

SEE BUILDING & WALL SECTIONS.

SANDSTONE VENEER BASE. SEE

SECTIONS.

KEYED NOTES (CONT.)

18" VERT. GRAB BAR. SEE ACCESSORY

SCHEDULE.

CAST BRONZE ADA SIGNAGE. COLOR

SEALANT ALL AROUND.

DOOR OPENING TO COORDINATE WITH

CMU LAYOUT.

KEYED NOTES (CONT.)

WALL SOAP DISPENSERS, NO ADHESIVE.

ONLY ATTACH WITH SCREWS. SUPPLIED

& INSTALLED BY GOVERNMENT.

A

A

CAST BRONZE SIGNS: FAMILY, MEN

& WOMEN, COLOR SEALANT ALL AROUND.

ADA/ABA AUTOMATIC DOOR OPENER,

SEE ELEC. DRAWINGS

FLOOR SINK, SEE PLUMBING DRAWINGS24

DASHED LINE INDICATES ROOF

OVERHANG, SEE ROOF PLAN.

BABY CHANGING STATION. SEE

INTERIOR ELEVATIONS.

ELECTRICAL DISCONNECT PAINTED30

ADA/ABA 67" DIA. CLEARANCE

CIRCLE

A A

C C

D D

B B

02'4'8'

A7

A7

A5

A5

A5

A4

1 A

A4

1 A

WOMEN'S

RESTROOM

101 102

MEN'S

RESTROOM

UNISEX/ABA

RESTROOM

CHASE

UNISEX/ABA

RESTROOMUTILITY/STORAGE

104105106

102101

A1

3 3

3 3

2 2

114 55

6 6

7 7

8 8

12 12

17 17

19 19

21 21

21 21

25 25

25 25

27 27

29 29

104105

A

A A

B

B

BB

B

B

B

C

CC

C

D D

A5

A A

C C

D D

B B

02'4'8'

2'-0" 3'-4"

1'-0"

3'-8" 3'-4"

1'-4"

3'-4" 3'-4" 2'-0"

4'-0" 3'-4" 2'-8" 3'-4" 2'-8" 3'-4" 4'-0"

2' 8"

3' 4"

3' 0"

7' 0"

2' 0"

3' 4"

1' 4" 3' 4"

1' 4"

3' 4"2' 0"

23'-4"

9' 0"

7' 0"

8"

8"

11'-8" 11'-8"

23'-4"

9' 0"

7' 0"

8"

8" 8"

6'-10 1/2" 6'-8"

1'-0"

3'-4" 8" 8" 3'-4"

1'-0"

6'-8" 4'-1 3/8" 8"

2' 4"

2'-0"

2' 4"

1' 0"

1'-0"

1'-0"

1' 1"

1'-4"

3'-4" 1'-8" 4'-4" 3'-4" 8" 4'-0" 3'-4" 1'-4"

2'-0" 2' 1/ 2"

4' 0"

1'-9 1/4"

7/ 8"

7' 4"

2'-9 1/8"

4' 8"

3' 5"

5' 1/ 2"

3'-4" 5'-4" 2'-4" 2'-4"

3'-4" 5'-4"

2' 0"

11'-8" 11'-8"

WOMEN'S

RESTROOM

101 102

MEN'S

RESTROOM

UNISEX/ABA

RESTROOM

CHASE

UNISEX/ABA

RESTROOMUTILITY/STORAGE

104105106

C C

CC

C C C

C

DIMENSION NOTE: ALL

DIMENSIONS ARE FROM

FACE OF EXTERIOR CMU

WALL TO EITHER CENTER

OF INTERIOR CMU WALL

OR TO ROUGH OPENING

OF WINDOWS OR DOORS

2' 8"

3' 4"

3' 0"

7' 0"

2' 0"

3' 4"1' 4"

3' 4"1' 4"

3' 4"

2' 0"

INTERIOR ELEVATION SCHEDULE

NORTH

SOUTH

EAST

WEST

W A

LL

ROOM 101 102 103 104

3/A6 2/A6 1/A6 3/A7DETAIL

3/A7

3/A7

3/A7

PLAN

NORTH

1 FLOOR PLAN

A1

2 DIMENSION FLOOR PLAN

A1

SCALE: A

SCALE: A

A2

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

B.WESTERN

B.WESTERN

10/06/2023

REHABILITATE SOUTH CAMPGROUND

ZION NATIONAL PARK

317454/240254

FINISH FLOOR &

REFLECTED CLG. PLAN

175487

PROJECT BUNDLE |

COMFORT STATION

1. SEE SHEET A0 FOR GENERAL NOTES.

2. SEE G1 FOR DRAWING INDEX.

3. DO NOT SCALE DRAWINGS.

4. CONTRACTOR SHALL VERIFY ALL

DIMENSIONS & CONDITIONS BEFORE

BEGINNING ANY WORK & SHALL

REPORT TO THE CONTRACTING

OFFICER ANY ERRORS,

INCONSISTENCIES, OR OMISSIONS

BEFORE BEGINNING WORK. SEE

GENERAL NOTES & SPECIFICATIONS.

5. SEE DOOR SCHEDULE FOR

THRESHOLDS NOT LISTED BELOW.

6. SEE FINISH LEGENDS ON SHEET A8

FOR DESCRIPTION OF FINISHES.

GENERAL NOTES

BxFx Px

Px Px PxFLOOR

WALL WEST

WALL SOUTH

BASE

WALL NORTH

WALL EAST

FINISH LEGEND

TROWELED EPOXY-QUARTZ

FLOOR & BASE

FLOOR AND BASE FINISH SYMBOLS

APPLY ALL AROUND THE ROOM UNLESS

NOTED OTHERWISE BY ADDITIONAL FINISH

SYMBOLS.

CEILING LEGEND

2X6 T&G CEDAR WOOD

SOFFIT W/STAIN & CLEAR

FINISH.

GYP. BD. CEILING. PAINT.

EXPOSED STRUCTURE &

DECK. STAIN.

SOLAR TUBES SKYLIGHT. SEE

DETAILS & SPECS.

KEYED NOTES

EXTERIOR CONCRETE SLAB & WALK

SEE SITE PLAN.

MTL. THRESHOLDS. SEE DOOR

SCHEDULES.

3X8 ROUGH SAWN OUTRIGGER.

STAIN.

SLOPE FLOOR TO DRAIN

SLOPED GYP. BD. CEILING. PAINT.

LIGHT FIXTURE. SEE ELECTRICAL.

RADIANT HEATER. SEE MECHANICAL.

SOLAR TUBE SKYLIGHT.

A A

C C

D D

B B

02'4'8'

27'-6"

2'-0" TYP.

2' 0"

8' 3"

4"

0"

7"

2'-0"

1'-0"

1' 0"

4'-4"

7'-1 1/2"

2'-0"

2' 0"

2'-0"

2'-0"

5'-9"

4' 8"

2'-9 5/8"

4' 8"

4'-9"

3' 6"

4'-9"

4'-9 1/4" 4'-8 3/8"

5' 3"

5' 3"

5'-5"5' 2"

5' 2"

2' 0"

A5

A5

A5

A4

1 A

A4

1 A

3 TYP.

TY

P

3 TYP.

3 TYP.

3 TYP.

8 8

SCALE: A

7 7

7 7

6 6

WOMEN'S

RESTROOM

101 102

MEN'S

RESTROOM

UNISEX/ABA

RESTROOM

CHASE

UNISEX/ABA

RESTROOM

UTILITY/STORAGE

5'-3 3/8"

A5

A A

C C

D D

B B

02'4'8'

A7

A7

A5

A5

A5

A4

1 A

A4

1 A

WOMEN'S

RESTROOM

101 102

MEN'S

RESTROOM

UNISEX/ABA

RESTROOM

CHASE

UNISEX/ABA

RESTROOMUTILITY/STORAGE

104105106

1 1

4 4 4

4 4

2 2 2

2 2

SCALE: A

A5

B2F2

B1F1

F1

F1 P1

P1 P1 P1 B2F2

P1 P1

P1 P1

P1 P1 P1

P1

P1 P1 P1

P1

P1 P1 P1

P1

B1

B1101

F1

B2F2 P1

P1 P1

P1106 B2F2 P1

P1 P1

P1107

PLAN

NORTH

1 REFLECTED CEILING PLAN

A2

2 FLOOR FINISH PLAN

A2

A3

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

B.WESTERN

B.WESTERN

10/06/2023

REHABILITATE SOUTH CAMPGROUND

ZION NATIONAL PARK

317454/240254

ROOF PLAN

175487

PROJECT BUNDLE |

COMFORT STATION

1. SEE SHEET A0 FOR GENERAL NOTES.

2. SEE G1 FOR DRAWING INDEX.

3. DO NOT SCALE DRAWINGS.

4. CONTRACTOR SHALL VERIFY ALL

DIMENSIONS & CONDITIONS BEFORE

BEGINNING ANY WORK & SHALL

REPORT TO THE CONTRACTING

OFFICER ANY ERRORS,

INCONSISTENCIES, OR OMISSIONS

BEFORE BEGINNING WORK. SEE

GENERAL NOTES & SPECIFICATIONS.

5. SEE EXTERIOR FINISH LEGENDS ON

SHEET A8 FOR DESCRIPTION OF

FINISHES.

GENERAL NOTES

KEYED NOTES

CLASS "A" COMPOSITE IMITATION

SHAKE SHINGLE W/5" EXPOSURE.

DOUBLE COURSE EVERY 5TH ROW.

SLIP SHEET FIRE-RESISTIVE

BARRIER OVER ICE & WATER

SHIELD INSTALLED TO MFR. SPEC.

FOR CLASS "A" FIRE RATING.

SOLAR TUBE SKYLIGHT. SEE

REFLECTED CEILING PLAN &

SPECS.

VENT PIPE THROUGH ROOF. SEE

MECHANICAL.

CONT. RIDGE VENT.

CALCULATIONS

(EACH SIDE OF ROOF)

14'-9-1/2"X41'-0"

SECTION 1203.2

TOTAL NET FREE AREA

REQUIRED

1/2 TO BE @ EAVE

1/2 TO BE @ RIDGE

NET FREE AREA REQ.

@ EAVE & RIDGE

NET FREE AREA

FOR EACH VENT @ EAVE

VENTS REQUIRED

PROVIDE (2) VENT BETWEEN EACH JOIST

@ EAVE

ROOF VENT

=78,810 IN2

/ 300

= 2627 IN2

/2

=131.35 IN2

/ 4.064 IN2

= 33

A A

C C

D D

B B

02'4'8'

A5

A5

A5

A4

1 A

A4

1 A

23'-4"

4'-4"

6' 8"

10'-11 3/8"

6' 8"

8'-0"

9'-0" 10'-4" 9'-0"

6' 3/ 4"

2' 7/ 8"

6' 3"

7' 2"

8'-11 3/4" 12'-0" 9'-0 5/8"

2' 7"

7'-3 3/8" 14'-6" 7'-5"

7' 2"

7'-1 1/2"

2' 8"

2' 8"

2' 8"

2' 8"

2' 0"

2'-0" 2'-0"

2' 0"

S

LO

P E

:1

S

LO

P E

:1

S

LO

P E

:1

S

LO

P E

:1

SLOPE

4:12

SLOPE

4:12

R

ID

G E

RIDGE RIDGE

VA

LL

EY

VA

LL

EY

VALLEY

VALLEY

2 2

2 2

SCALE: A

A5

PLAN

NORTH

1 ROOF PLAN

A3

A4

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

B.WESTERN

B.WESTERN

10/06/2023

REHABILITATE SOUTH CAMPGROUND

ZION NATIONAL PARK

317454/240254

EXTERIOR ELEVATIONS

175487

PROJECT BUNDLE |

COMFORT STATION

1 33 A5

T.O. BEAM

ELEV 114'-0"

T.O. BEAM

ELEV 109'-5 1/2"

A13

A13

A

A A20

D C B A

A7

OPEN

A

A5

A5

A5

T.O. BEAM

ELEV 109'-5 1/2"

T.O. BEAM

ELEV 114'-0"

A13

A13

AA

A

3 2 1

A5

18 T.O. BEAM

ELEV 114'-0"

T.O. MASONRY

ELEV 109'-4"

A13

A13

A B C D

A7

A5

A5

A5

T.O. MASONRY

ELEV 109'-4"

T.O. BEAM

ELEV 114'-0"

A13

A13

SEE SHEET A00 FOR GENERAL NOTES.

SEE G1 FOR DRAWING INDEX.

DO NOT SCALE DRAWINGS.

ELASTOMERIC SEALANT ON ALL JOINING

MATERIAL.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS

& CONDITIONS BEFORE BEGINNING ANY

WORK & SHALL REPORT TO THE

CONTRACTING OFFICER ANY ERRORS,

INCONSISTENCIES, OR OMISSIONS BEFORE

BEGINNING WORK. SEE GENERAL NOTES &

SPECIFICATIONS.

SEE EXTERIOR FINISH LEGENDS, SHEET A8.

1.

GENERAL NOTES / LEGEND KEYED NOTES

2.

3.

4.

COMPOSITE SHINGLES.

NATURAL SANDSTONE VENEER.

CEMENTITIOUS FIBER BOARD LAPPED

SIDING.

DOOR. SEE DOOR TYPES, SHEET A8.

SOLAR TUBE SKYLIGHT. SEE REFLECTED CEILING

PLAN & SPECS.

ROUGH-SAWN CEDAR TRUSS. SEE STRUCT. &

DETAIL 13/A13

3" X 9" ROUGH SAWN CEDAR TRIM. STAIN &

FINISH.

ROUGH SAWN 2"X6" CEDAR TRIM PIECE. SEE

BLDG. SECT. STAIN & FINISH.

3X8 ROUGH SAWN CEDAR OUTRIGGER, TYP. SEE

STRUCT.

16"X12" OPERABLE PRE-FIN. GALV. STEEL LOUVER

THROUGH WALL W/ INSECT SCREEN. PAINT. SEE

DETAIL 4/A15.

VENT THROUGH ROOF. SEE MECHANICAL DRAWINGS.

ELECTRICAL DISCONNECT BOX TRIMMED WITH 1X4

CEDAR TRIM, STAINED

SANDSTONE VENEER. SEE EXTERIOR FINISH

LEGEND.

PRE-WEATHERED STEEL TUBE COLUMNS TO

MATCH EXISTING IN PARK. SEE STRUCTURAL

DWGS.

NON-STRUCT. ROUGH SAWN CEDAR TRUSS SEE

DETAIL 11/A13

1/4" JOINERY PLATES BOTH SIDES

CEMENTITIOUS FIBER BOARD LAPPED SIDING.

COMPOSITE SHINGLES. SEE EXTERIOR FINISH

LEGEND.

INSULATED GLAZING. SEE WINDOW TYPES, SHEET

A8.

ROUGH-SAWN DOUGLAS FIR BEAM. SEE

STRUCTURAL DRAWINGS.

FAUCETS FOR SINK. SEE PLUMBING DRAWINGS.

DISH WASHING SINK. SEE PLUMBING DWGS.

W/ S.S. BACKSPLASH

5.

NOT USED

NOT USED

1 SOUTH EXTERIOR ELEVATIONS

A4

1 EAST EXTERIOR ELEVATIONS

A4

1 NORTH EXTERIOR ELEVATIONS

A4

1 WEST EXTERIOR ELEVATIONS

A4

4 0 4 8

SCALE OF FEET

A5

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

B.WESTERN

B.WESTERN

10/06/2023

REHABILITATE SOUTH CAMPGROUND

ZION NATIONAL PARK

317454/240254

BUILDING SECTIONS

175487

PROJECT BUNDLE |

COMFORT STATION

SEE SHEET A0 FOR GENERAL NOTES.

SEE G1 FOR DRAWING INDEX.

DO NOT SCALE DRAWINGS.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS

& CONDITIONS BEFORE BEGINNING ANY

WORK & SHALL REPORT TO THE

CONTRACTING OFFICER ANY ERRORS,

INCONSISTENCIES, OR OMISSIONS BEFORE

BEGINNING WORK. SEE GENERAL NOTES &

SPECIFICATIONS.

SEE EXTERIOR FINISH LEGENDS, SHEET A8.

1.

GENERAL NOTES / LEGEND

2.

3.

4.

4 0 4 8

SCALE OF FEET

1/4" = 1'-0"

KEYED NOTES

CONT. RIDGE VENT.

CLASS "A" EPDM/TPO IMITATION SHAKE SHINGLE W/ 5"

EXPOSURE. DOUBLE COURSE EVERY 5TH ROW. SLIP

SHEET FIRE-RESISTIVE BARRIER OVER ICE & WATER

SHIELD INSTALLED TO MFR. SPEC. FOR CLASS "A"

FIRE RATING.

CMU WALL. SEE STRUCTURAL & WALL TYPES.

16" X 12" OPERABLE GABLE LOUVER.

WINDOW. SEE WINDOW TYPES, SHEET A8.

NATURAL SANDSTONE VENEER BASE.

CEMENTITIOUS FIBER BOARD LAPPED SIDING.

2x6 WESTERN RED CEDAR T&G DECKING AND SOFFIT.

R-30 BATT INSULATION & VAPOR BARRIER. SEE

SPECS.

2X12 JOIST @ 24" O.C. SEE STRUCTURAL DWGS.

1-1/2" RIGID INSULATION BOARD & 2X4 FUR-

OUTS @ 24" O.C.

GYP. BD. CEILING. SEE REFLECTED CEILING PLAN &

SPECS.

S.S. DISHWASHING SINK. SEE PLUMBING DWGS.

RIDGE BEAM. SEE STRUCTURAL.

3X8 ROUGH-SAWN CEDAR OUTRIGGER.

SOLAR TUBE SKYLIGHT. SEE SPECS & DETAIL

11/A14

PRE-RUSTED & SEALED T.S. COLUMN TO MATCH

EXISTING IN PARK. SEE STRUCTURAL DWGS.

2" X 6" ROUGH-SAWN CEDAR TRIM PIECE. STAIN &

FINISH.

NON-STRUCTURAL ROUGH-SAWN CEDAR TRUSS.

SEE EXTERIOR ELEVATIONS.

VENT THROUGH ROOF. SEE MECHANICAL DRAWINGS

GROUT BEHIND STONE.

BACKSPLASH. SEE EXTERIOR FINISH LEGEND.

DOOR & FRAME. SEE DOOR SCHEDULE, SHEET A8.

NOT USED

RAFTER. SEE REFLECTED CEILING PLAN.

BEAM. SEE REFLECTED CEILING PLAN.

MOISTURE & AIR INFILTRATION BARRIER.

ROUGH-SAWN CEDAR TRUSS. SEE EXTERIOR

ELEVATIONS.

5.

31 EPOXY FLOORING W/ EPOXY BASE

NOT USED

CAST BRONZE SIGNAGE, SEE SPECIFICATIONS

WATER FILLER STATION, SEE PLUMBING DWGS.

BABY CHANGE STATION

S.S. BACKSPLASH UNDER HAND DRYERS.

KEYED NOTES

6" CONCRETE FLOOR SLAB ON GRADE OVER 6"

COMPACTED GRANULAR FILL BASE. SEE

STRUCTURAL DRAWINGS.

REINF. CONC. FOOTING & FOUNDATION W/

DAMPPROOFING CONT. BELOW GRADE. TYP. SEE

STRUCTURAL DRAWINGS.

1 2 3

101 102

T.O. BEAM

ELEV 114'-0"

B.O. BEAM (4x14)

ELEV 108'-4"

A12

A12

A13

A13

A14

33 33

D C B A

OPEN

T.O. BEAM

ELEV 114'-0"

O.C.

A10

A11

A10

2'-0"

1 2 3

T.O. BEAM

ELEV 114'-0"

T.O. CMU

ELEV 109'-4"

A12

A12

A12

T.O. MASONRY

ELEV 109'-4"

A14

29 T.O. MASONRY

ELEV 109'-4"

1 2 3

T.O. BEAM

ELEV 114'-0"

B.O. BEAM (4x14)

ELEV 108'-4"

25 19

A11

A10

A12

TO CLG. FRAMING

ELEV 111'-4"

A14

4 TRANSVERSE SECTION

A5

3 LONGITUDINAL SECTION

A5

2 TRANSVERSE SECTION

A5

1 TRANSVERSE SECTION

A5

A6

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

B.WESTERN

B.WESTERN

10/06/2023

REHABILITATE SOUTH CAMPGROUND

ZION NATIONAL PARK

317454/240254

INTERIOR ELEVATIONS

175487

PROJECT BUNDLE |

COMFORT STATION

GENERAL NOTES

LEGEND

WINDOW TYPES

KEYED NOTES

STAINLESS STEEL BACKSPLASH

FROM TOP OF SINK TO 1" ABOVE

SOAP DISPENSERS (TYP.)

EPOXY PAINT. SEE INTERIOR FINISH

LEGEND.

WALL-MOUNTED SINK & FAUCET W/

ADA PIPE WRAP. SEE PLUMBING

DRAWINGS.

FLOOR-MOUNTED WATER CLOSET.

SEE PLUMBING DRAWINGS.

TOILET PAPER DISPENSER SUPPLIED

AND INSTALL BY NPS

ELECTRIC HAND DRYER. SEE

ACCESSORY SCHEDULE.

TEMPERED GLASS MIRRORS

(18"X36") W/STAINLESS STEEL

FRAMES MIRROR SEE ACCESSORY

SCHEDULE.

URINAL. SEE PLUMBING DRAWINGS.

SANITARY NAPKIN DISPOSAL

SUPPLIED BY NPS AND INSTALLED

BY CONTRACTOR.

18" VERTICAL GRAB BAR. SEE

ACCESSORY SCHEDULE.

36" GRAB BAR. SEE ACCESSORY

SCHEDULE.

42" GRAB BAR. SEE ACCESSORY

SCHEDULE.

TROUGH SINK FAUCET & ADA PIPE

WRAP. SEE PLUMBING DRAWINGS.

TOILET PARTITION. SEE ACCESSORY

SCHEDULE.

2X4 CEILING FRAMING @ 111'-4"

A.F.F.

KOALA BABY CHANGING STATION.

INSTALL AS PER MANUF.

STANDARDS.

WINDOW. SEE WINDOW TYPES,

SHEET A7.

20 GAUAGE PAINTED METAL

SCREWED TO TOP PLATE

SOAP DISPENSER SUPPLIED AND

INSTALLED BY NPS.

EXTEND DRYWALL TO CEILING.

OPERABLE PRE-FIN. GALV. STEEL

LOUVER, THROUGH WALL, PAINT OR

ANNODIZED.

OPERABLE PRE-FIN. GALV. STEEL

DOOR LOUVER.

AMBULATORY TOILET STALL

WATER HEATER, SUPPORTED ON

ANGLE IRON PLATFORM SEE MECH.

JANITOR MOP SINK, W/ F.R.P.

WAINSCOT. SEE MECH.

S.S. BACKSPLASH UNDER HAND

DRYERS

EPOXY FLOORING W/ RESILIENT

BASE

P

1 2

B.O. CEILING

11'-4" A.F.F.

B

2 1

B

1O 12

2 3

B.O. CEILING

11'-4" A.F.F.

B

3 2

B

10 12

C

C

B.O. CEILING

11'-4" A.F.F.

C

B.O. CEILING

11'-4" A.F.F.

B.O. CEILING

11'-4" A.F.F.

B.O. CEILING

11'-4" A.F.F.

1 101 WOMEN'S N. WALL

A6

2 101 WOMEN'S E. WALL

A6

3 101 WOMEN'S S. WALL

A6

4 101 WOMEN'S W. WALL

A6

5 102 MEN'S N. WALL

A6

6 102 MEN'S E. WALL

A6

7 102 MEN'S S. WALL

A6

8 102 MEN'S W. WALL

A6

9 106 UTILITY N. WALL

A6

10 106 UTILITY E. WALL

A6

11 106 UTILITY

A6

12 106 UTILITY

A6

13 105 & 104 ABA

A6

14 105 & 104 ABA

A6

15 105 & 104 ABA

A6

16 105 & 104 ABA

A6

S. WALL W. WALL RESTRM. N. WALL RESTRM. E. WALL RESTRM. S. WALL

RESTRM. W. WALL

SCALE OF FEET

1/4" = 1'-0"

A7

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

B.WESTERN

B.WESTERN

10/06/2023

REHABILITATE SOUTH CAMPGROUND

ZION NATIONAL PARK

317454/240254

MISC. ELEVATIONS & DTLS.

175487

PROJECT BUNDLE |

COMFORT STATION

KEYED NOTES

CAST BRONZE ADA, FAMILY, MEN &

WOMEN SIGNAGE. SEALANT ALL

AROUND. SEE SIGNS/PICTOGRAMS

SHEET G3.

2X6 ROUGH-SAWN CEDAR CEILING

TRIM PIECE STAINED.

PARTIAL HEIGHT CMU WALL WITH

STONE VENEER.

DISHWASHING SINK DRAIN TROUGH

W/ CONCRETE EDGE

WATER FILLER FAUCET. SEE

MECHANICAL DWGS.

STONE VENEER. SEE WALL

SECTIONS FOR PROFILE.

FLAT STONE AROUND SINK

S.S. BACKSPLASH.

3X6 ROUGH-SAWN CEDAR TRIM.

STAIN. (NORTH & SOUTH CORNER

TRIM)

3X10 ROUGH-SAWN CEDAR TRIM.

STAIN. (NORTH & SOUTH CORNER

TRIM)

CEMENTITIOUS FIBER BOARD

LAPPED SIDING. SEE FINISH

SCHEDULE.

DOOR. SEE FLOOR PLANS AND

DOOR TYPES.

BI-LEVEL ADA COMPLIANT WATER

FILLER STATION W/ S.S. SINK

OPERABLE KEYED DOOR GRILLE

(12"X12")

NATURAL SANDSTONE VENEER BASE.

S.S. PANEL TILT IN FOR ADA DRAIN

LINE PROTECTION & PLUMBING

ACCESS.

213 2 1

A5

A13

12 4

1'-7"

4' 0"

8"

2' 6"

3" 2' 0"

7"

1' 7"

A14

8" 6' 0"

8"

1'-9 3/4"

6'-0"

2' 6"

3" 2' 0"

5 EXT. ELEV. @ BREEZEWAY

A7

1 WATER FILLER STATION PLAN

A7

2 WATER FILLER STATION ELEV.

A7

3 DISHWASHING STATION PLAN

A7

4 DISHWASHING STATION ELEV.

A7

SCALE OF FEET

1/4" = 1'-0"

2 0 2 4

SCALE OF FEET

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

SCALE "A"

SCALE OF FEET

1/4" = 1'-0"

2 0 2 4

SCALE OF FEET

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

SCALE "A"

A8

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

B.WESTERN

B.WESTERN

10/06/2023

REHABILITATE SOUTH CAMPGROUND

ZION NATIONAL PARK

317454/240254

LEGEND & SCHEDULES

175487

PROJECT BUNDLE |

COMFORT STATION

PAINT / WALLS

HIGH-PERFORMANCE EPOXY COATING OVER CMU FILLER (FIELD): SEE

SPEC. COLOR SELECTED BY C.O.

HIGH-PERFORMANCE EPOXY COATING : SEE SPEC. COLOR SELECTED BY

C.O.

BASIS OF DESIGN IS LISTED OR APPROVED EQUAL.

WALLS

GLOSSY FINISH EPOXY WALL COATING; ORANGE PEAL TEXTURE ON

GYPSUM BOARD.

BASE

NOT USED

HOLD DOWN 1/2" EXP. JOINT BETWEEN FOUNDATION & SLAB. FILL

W/BACKER ROD & SEALANT.

CHASE ROOMS RESILIENT BASE

CEILING

HIGH PERFORMANCE EPOXY COATING (GYP. BD CEILING): SEE SPEC.

COLOR SELECTED BY C.O. METAL TRIM PAINTED AND IN UTILITY ROOM

(PAINTED IN CHASE)

FLOOR

F1 EPOXY FLOORING.

F2 EPOXY FLOORING IN CHASE.

MISCELLANEOUS

QUARTZ TROUGH SINK OR APPROVED EQUAL.

EXPOSED STRUCTURE. STAIN.

TOILET PARTITIONS: FLOOR MOUNTED TOP RAIL BRACED. 50% POST

CONSUMER RECYCLED POLYTHYLENE. HADRIAN OR APPROVED EQUAL.

EXTERIOR FINISH LEGEND

- NATURAL SANDSTONE VENEER. (3 COLOR BLEND) - BITTER SEEP,

BRUCE HANSON AND ANTALENA RED.

- STONE VENEER TO MATCH PARK, RANDOM ASHLAR, NATURAL STONE.

- PRE-RUSTED T.S. COLUMNS TO MATCH EXISTING IN PARK.

- ALL EXTERIOR WOOD TO BE ROUGH SAWN AND FIRE-TREATED. STAIN.

SUBMIT STAIN & FINISH FOR APPROVAL.

- ALL EXPOSED STEEL TO BE GALVANIZED & POWDER COATED OR

ANNODIZED. COLOR TO BE SELECTED BY C.O.

- PRE-FINISHED METAL LOUVER, POWDER COATED OR ANODIZED, COLOR

TO BE SELECTED BY C.O.

INTERIOR FINISH LEGEND WINDOW TYPES

BASIS OF DESIGN IS

LISTED OR APPROVED

EQUAL

BASIS OF DESIGN IS

LISTED OR APPROVED

EQUAL

FINISH FLOOR

A

METAL FRAME AWNING.

POWDER COAT OR ANODIZED

& SEAL INTERIOR & EXTERIOR

WINDOW GENERAL NOTES

1. SEE PLANS SHEETS FOR LOCATION & QUANTITY OF EACH WINDOW TYPE.

2. ALL WINDOW FRAMES SHALL BE METAL. (POWER COATED TRIM ZION

GREEN COLOR)

3. ADJUST WINDOW OPENING AND ACTUAL WINDOW SIZE ACCORDING TO

SELECTED WINDOWS. (FIELD VERIFY ROUGH OPENINGS)

4. 2X8 FRAMING PRESSURE-PRESERVATIVE-TREATED PLATE.

5. PROJECTED AWNING WINDOWS - ALUMINUM SCREENS (POWDER COATED,

TRIM ZION GREEN) SCREEN - CHARCOAL)

GLAZING GENERAL NOTES

1. ALL GLAZING IS 1" INSULATED, LOW-E OBSCURED, UNLESS NOTED

OTHERWISE ON WINDOW TYPES. SEE SPECIFICATIONS & GLAZING TYPES

THIS SHEET.

GLAZING TYPES

SEE WINDOW TYPES FOR LOCATION. SEE SPECIFICATIONS FOR DETAILED

DESCRIPTION & REQUIREMENTS FOR EACH GLAZING TYPE.

ACCESSORY SCHEDULE

DESCRIPTION

(SEE PLAN FOR LOCATION)

ACCESSORY

(SEE SPECS.)

TOILET

GRAB BARS

SOAP

DISPENSERS

MIRROR

TOILET

PARTITIONS

ELECTRIC

HAND DRYER

BOBRICK (OR EQUAL)

B-6806X18 B-6806X36 B-6806X42

WAXIE 2000 MI DISPENSER

PROVIDED & INSTALLED

BY GOVERNMENT.

BRADLY/BRADEX (OR EQUAL)

780-1836 (18X36)

HADRIAN (OR EQUAL)

VERDE DRI WORLD DRYER

S.S. POLISHED, Q972AZ OR EQUAL

DOOR TYPES

1" INSULATED, OBSCURED

AA

HOLLOW METAL

GALV. W/

OPERABLE DOOR

GRILLE (SEE

SPEC.). INSULATED

PAINT.

FRAME TYPES

2"X8-5/4"

HOLLOW METAL

FRAME.

GALVANIZED METAL

AT WET ROOMS &

EXT. PAINT.

DOOR SCHEDULE NOTES

PROVIDE ROOM NAME SIGNAGE @ DOOR (SEE SPECIFICATIONS). COORDINATE

W/C.O.

THESE DOORS SHALL HAVE NON-REMOVABLE HINGE PINS

CHASE ROOMS: RAMP THRESHOLDS

RESTROOMS: BARRIER FREE RAMP THRESHOLDS

DOOR SWEEP: BLACK NEOPRENE (SEE SPECIFICATIONS)

DOOR HARDWARE SCHEDULE: (SEE SPECIFICATIONS)

(DEADBOLTS PROVIDED AND INSTALLED BY GOVERNMENT)

DOOR SCHEDULE

F

IR

E

R A

TI

N G

(M

IN

TY

P E

M A

TE

R

IA

L

F

IN

IS

H

TY

P E

F

IN

IS

H

D O O R

N O

TE

S

D O O R

N U M B E R

3'-0" X 7'-0"106

AA HM PT 1 PT 1,2,4X

AA HM PT 1 PT 1,2,4X

AA HM PT 1 PT 1,2,4,7X

AA HM PT 1 PT 1,2,4X

AA HM PT 1 PT 1,2,4X

AA HM PT 1 PT 1,2,4,7X

DOOR SIZE

DOOR SCHEDULE ABBREVIATIONS:

HM HOLLOW METAL

PT PAINT/FACTORY FINISH (SEE FINISH SCHEDULE) - US10B

AUTO DOOR OPENER AND ACTUATORS7

WALL LOUVER

BABY CHANGE

STATION

KOALKARE LB200-11

EARTH COLOR OR EQUAL

3'-0" X 7'-0"

3'-0" X 7'-0"

3'-0" X 7'-0"

3'-0" X 7'-0"

3'-0" X 7'-0"

DEAD BOLTS INSTALLED ABOVE PUSH/PULL HANDLES8

12"x16"

A

A13

A13

A13

A13

A13

A14 FINISH FLOORS

E E

S C H E D U

LE

SEE SCHEDULE

2"

2"

DOOR

P1

P2

E1

B2

B1

P3

EX

A9

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

B.WESTERN

B.WESTERN

10/06/2023

REHABILITATE SOUTH CAMPGROUND

ZION NATIONAL PARK

317454/240254

WALL TYPES

175487

PROJECT BUNDLE |

COMFORT STATION

GROUTED CELLS. SEE

STRUCT. DWGS.

INSULATE ALL OPEN

CELLS

1-1/2" RIGID

INSULATION

2" SOLID STONE BASE

TO 9" A.F.F. SEE

BUILDING SECTIONS &

ELEVATIONS

CEMENTITIOUS FIBER

BOARD LAPPED SIDING

2X4 FUR-OUTS

SELF ADHERING SHEET

MEMBER WEATHER

BARRIER

8"X8"X16" CMU. PAINT

2X4 STUD WALL FULL

HEIGHT

R-16 MIN. BATT INSULATION

5/8" TYPE "X" GYP. BD.

PAINT

D

WALL TYPE

EXTERIORINTERIOR

GROUTED CELLS. SEE

STRUCT. DWGS.

INSULATE ALL OPEN

CELLS

8"X8"X16" CMU. PAINT

1-1/2" RIGID

INSULATION

2X4 FUR-OUTS

CEMENTITIOUS FIBER

BOARD LAPPED SIDING

SELF ADHERING SHEET

MEMBER WEATHER

BARRIER

SOLID STONE BASE TO

2-6" A.F.F. SEE

BUILDING SECTIONS &

ELEVATIONS

EXTERIORINTERIOR

A

WALL TYPE

B

WALL TYPE

C

WALL TYPE

EXTERIORINTERIOR

GROUTED CELLS. SEE

STRUCT. DWGS.

8"X8"X16" CMU. PAINT

EXTERIORINTERIOR

GROUTED CELLS.

CMU FOR COLUMN

STONE BASE FOR

COLUMN BASE, SEE

BUILDING SECTIONS &

ELEVATIONS

GENERAL WALL NOTE:

PROVIDE GROUT BEHIND ALL

SOLID STONE, PROVIDE 1 1/2"

RIGID INSULATION BEHIND

CEMENTITIOUS FIBER BOARD

LAPPED SIDING.

GROUT BEHIND STONE

CLEAR SEALANT JOINT

S.S. ANGLE BRACE

SEALANT

1 0 1 2

SCALE OF FEET

1" = 1'-0"

16" X 16" STEEL LOUVER THROUGH

WALL WITH INSECT SCREEN. PAINT.

SEALANT CONT. ALL AROUND. SEE

DETAIL 4/A15.

NON-STRUCTURAL WOOD TRUSS. SEE EXTERIOR

ELEVATIONS. EPOXY TO WALL @ ALL BOLTS. SEE

EXTERIOR ELEVATIONS.

3X8 CEDAR OUTRIGGER.

8" CMU. SEE STRUCTURAL & WALL TYPES.

6" CONC. FLOOR SLAB ON GRADE OVER

6" COMPACTED GRANULAR FILL BASE.

SEE STRUCTURAL DRAWINGS.

REINF. CONC. FOOTING W/

DAMPPROOFING CONT. BELOW GRADE. SEE

STRUCTURAL DRAWINGS.

NATURAL SANDSTONE VENEER

BASE. SEE DETAIL 9/A13.

EPOXY FLOORING, SEE INTERIOR

FINISH LEGEND.

1-1/2" RIGID INSULATION BOARD & 2X4

FUR OUTS @ 24" O.C.

MOISTURE & AIR INFILTRATION BARRIER.

CLASS "A" COMPOSITE IMITATION

SHAKE SHINGLE W/ 5" EXPOSURE.

DOUBLE COURSE EVERY 5TH ROW.

LAPPED WOOD GRAIN CEMENTITIOUS FIBER BOARD

SIDING W/ 4" EXPOSURE. COLOR BY C.O.

2X6 T&G CEDAR SOFFIT.

R-30 BATT INSULATION W/ 1"

INSULATION HOLD DOWN FOR VENT. SEE

SPECS.

SLIP SHEET FIRE-RESISTIVE BARRIER

OVER ICE & WATER SHIELD INSTALLED

TO MFR. SPEC. FOR CLASS "A" FIRE

RATING.

5/8" PLYWOOD SHEATHING.

5/8" TYPE "X" GYP. BD. PAINT.

2X12 JOIST @ 24" O.C. SEE STRUCTURAL

DRAWINGS.

VAPOR BARRIER.

2X8 CEDAR TRIM AT GABLE SURROUND.

2X6 CEDAR TRIM PIECE.

2x BLOCKING. SEE STRUCTURAL

DRAWINGS

8" CMU. SEE STRUCTURAL & WALL TYPES.

6" CONC. FLOOR SLAB ON GRADE OVER

6" COMPACTED GRANULAR FILL BASE.

SEE STRUCTURAL DRAWINGS.

REINF. CONC. FOOTING W/

DAMPPROOFING CONT. BELOW GRADE. SEE

STRUCTURAL DRAWINGS.

2X6 CEDAR TRIM PIECE.

NATURAL SANDSTONE VENEER BASE.

SEE DETAIL 9/A13.

1-1/2" RIGID INSULATION BOARD & 2X4

FUR-OUTS @ 24" O.C.

MOISTURE & AIR INFILTRATION BARRIER.

CLASS "A" COMPOSITE IMITATION SHAKE SHINGLE

W/ 5" EXPOSURE. DOUBLE COURSE EVERY 5TH

ROW.

LAPPED WOOD GRAIN CEMENTITIOUS FIBER

BOARD SIDING W/ 4" EXPOSURE.

2X6 T&G CEDAR SOFFIT.

VAPOR BARRIER

1X4 SHAPED CEDAR TRIM PIECE.

SLIP SHEET FIRE-RESISTIVE BARRIER OVER ICE

& WATER SHIELD INSTALLED TO MFR. SPEC.

FOR CLASS "A" FIRE RATING.

PLYWOOD SHEATHING. SEE STRUCT. DWGS.

R-30 BATT INSULATION W/ 1" HOLD

INSULATION HOLD DOWN FOR VENT. SEE

SPECS.

WOOD TRUSS. EPOXY TO WALL AT

EACH BOLT. SEE EXTERIOR

ELEVATIONS.

2X12 JOIST @ 24" O.C. SEE STRUCTURAL

DRAWINGS.

5/8" TYPE "X" GYP. BD. PAINT.

3X8 CEDAR OUTRIGGER.

1X4 SHAPED CEDAR TRIM PIECE.

WINDOW. SEE WINDOW TYPES, SHEET A8.

1X4 SHAPED CEDAR TRIM PIECE.

2x8 CEDAR TRIM @ GABLE SURROUND

2x BLOCKING. SEE STRUCTURAL

3 WALL SECTION

A10

EPOXY FLOORING, SEE INTERIOR

FINISH LEGEND.

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

WALL SECTIONS

B.WESTERN

B.WESTERN

- A10

4/ 0:

K

B

EA

TT

Y R H

0\

ZN

P C O M

FO

RT

S

TA

TI

O N

ZI

O N

DW

GS

AR

C H A1 W

AL

L

SE

C T.

DW

G

2 WALL SECTION

A10

1 WALL SECTION

A10

A12

8" CMU. SEE STRUCTURAL & WALL TYPES.

6" CONC. FLOOR SLAB ON GRADE OVER 6"

COMPACTED GRANULAR FILL BASE. SEE

STRUCTURAL DRAWINGS.

REINF. CONC. FOOTING & FOUNDATION

W/ DAMPPROOFING CONT. BELOW GRADE.

SEE STRUCTURAL DRAWINGS.

1-1/2" RIGID INSULATION BOARD & "Z"

CLIPS @ 24" O.C.

S.S. BACKSPLASH

MOISTURE & AIR INFILTRATION BARRIER.

FAUCET. SEE PLUMBING DRAWINGS.

CLASS A COMPOSITE IMITATION SHAKE

SHINGLE W/ 5" EXPOSURE. DOUBLE

COURSE EVERY 5TH ROW.

CEMENTITIOUS FIBER BD. LAPPED SIDING.

SEE FINISH SCHEDULE.

2X6 T&G CEDAR SOFFIT.

VAPOR BARRIER

PRE-FIN. METAL TRIM. BACKER ROD

AND SEALANT CONT.

30 LB. FELT. ICE AND WATER SHIELD AT

EAVE. SEE SPEC.

5/8" PLYWOOD SHEATHING.

R-30 BATT INSULATION W 1" INSULATION

HOLD DOWN FOR VENT. SEE SPECS.

3X6 CEDAR TRIM PIECE.

2X12 JOIST @ 24" O.C. SEE STRUCTURAL

DRAWINGS.

5/8" TYPE "X" GYP. BD. PAINT.

2X12 JOIST.

3X6 ROUGH SAWN CEDAR TRIM

PIECE. SEE EXTERIOR ELEVATIONS

18 GA. S.S. CATCH BASIN W/ LAY-IN S.S.

MECH. BASKET AND DIAMOND PLATE COVER

CMU WITH NATURAL STONE VENEER

2x BLOCKING. SEE STRUCT. DWGS. 2"WIDE x 2"

DEEP "V" NOTCH @ 4" O.C. CONT. FOR

VENTILATION

1/2" EXPANSION JOINT

FLEXIBLE DRAIN PIPE. SEE MECHANICAL

DRAWINGS

GROUT BEHIND STONE

10/06/2023

REHABILITATE SOUTH CAMPGROUND

ZION NATIONAL PARK

317454/240254

175487

PROJECT BUNDLE | 174 252

COMFORT STATION

3"X4" CEDAR TRIM, ABOVE & BELOW

VENT.

20 GAUGE X 5" FACTORY PAINTED STEEL TRIM.

W/BACKER ROD AND SEALANT CONTINUOUS.

ATTACH TO TOP PLATE W/ PAINTED SCREWS @

24" O.C.

GROUT BEHIND STONE

8" CMU. SEE STRUCTURAL & WALL TYPES.

6" CONC. FLOOR SLAB ON GRADE OVER

6" COMPACTED GRANDULAR FILL BASE.

SEE STRUCTURAL DRAWINGS.

2" NATURAL SANDSTONE VENEER

BASE.

1-1/2" RIGID INSULATION BOARD

MOISTURE & AIR INFILTRATION BARRIER.

2X6 CEDAR TRIM PIECE.

CLASS "A" COMPOSITE IMITATION

SHAKE SHINGLE W/ 5" EXPOSURE.

DOUBLE COURSE EVERY 5TH ROW.

LAPPED WOOD GRAIN CEMENTITIOUS FIBER

BOARD SIDING W/ 4" EXPOSURE.

R-30 BATT INSULATION. SEE SPECS.

3X6 CEDAR TRIM PIECE.

SLIP SHEET FIRE-RESISTIVE BARRIER

OVER ICE & WATER SHIELD INSTALLED

TO MFR. SPEC. FOR CLASS "A" FIRE

RATING.

PLYWOOD SHEATHING. SEE

STRUCTURAL DRAWINGS

2X6 T&G CEDAR SOFFIT.

5/8" TYPE "X" GYP. BD. PAINT.

2X12 JOIST @ 24" O.C. SEE STRUCTURAL

DRAWINGS.

VAPOR BARRIER.

2x4 STUD WALL FUR-OUT WITH MIN R-13

BATT INSULATION.

5/8" TYPE W.R. GYP. BD. PAINT

A13

8" CMU. SEE STRUCTURAL & WALL TYPES.

6" CONC. FLOOR SLAB ON GRADE OVER

6" COMPACTED GRANULAR FILL BASE.

SEE STRUCTURAL DRAWINGS.

REINF. CONC. FOOTING & FOUNDATION

W/ DAMPPROOFING CONT. BELOW GRADE.

SEE STRUCTURAL DRAWINGS.

GROUT BEHIND STONE

1-1/2" RIGID INSULATION BOARD BTW.

2X4 FUR-OUTS @ 24" O.C.

2X6 CEDAR TRIM PIECE.

MOISTURE & AIR INFILTRATION BARRIER.

NATURAL SANDSTONE VENEER BASE.

CLASS "A" COMPOSITE IMITATION SHAKE

SHINGLE W/ 5" EXPOSURE. DOUBLE

COURSE EVERY 5TH ROW.

CEMENTITIOUS FIBER BOARD LAPPED

SIDING. 4" EXPOSURE. BACKER ROD,

COLORED SEALANT PRE-FIN. METAL DRIP

AT TRIM

1X6 T&G CEDAR SOFFIT. STAIN.

R-30 BATT INSULATION W/ 1"

INSULATION HOLD DOWN. SEE SPECS.

3X6 CEDAR TRIM PIECE. STAIN.

2X12 JOIST. SEE STRUCTURAL DRAWINGS

SLIP SHEET FIRE-RESISTIVE BARRIER OVER

ICE & WATER SHIELD INSTALLED TO MFR.

SPEC. FOR CLASS "A" FIRE RATING.

PLYWOOD SHEATHING. SEE

STRUCTURAL DRAWINGS.

VAPOR BARRIER.

5/8" TYPE "X" GYP. BD. PAINT.

2x PLATE. SEE STRUCTURAL DRAWINGS.

2x BLOCKING. SEE STRUCT. DWGS. 2" WIDE x 2"

DEEP "V" NOTCH @ 4" O.C. CONT. FOR

VENTILATION

20 GAUGE X 5" FACTORY PAINTED STEEL TRIM.

W/BACKER ROD AND SEALANT CONTINUOUS.

ATTACH TO TOP PLATE W/ PAINTED SCREWS @

24" O.C.

1/2" EXPANSION JOINT.

A12

EPOXY FLOORING, SEE INTERIOR

FINISH LEGEND.

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

WALL SECTIONS

116B.WESTERN

B.WESTERN

- A11

2 WALL SECTION

A11

1 WALL SECTION

A11

1 0 1 2

SCALE OF FEET

1" = 1'-0"

4/ 0:

K

B

EA

TT

Y R H

0\

ZN

P C

OM

FO

RT

S

TA

TI

O N

ZI

O N

DW

GS

AR

C H A1 W

AL

L

SE

C T.

DW

G

EPOXY FLOOR

10/06/2023

REHABILITATE SOUTH CAMPGROUND

ZION NATIONAL PARK

317454/240254

175487

PROJECT BUNDLE |

QUARTZ TROUGH SINK, SEE SPECS.

175 252

COMFORT STATION

2' 4"

2' 4"

4"

9"

4"

9"

RIDGE VENT

BY MFG.

CONT.

SLIP SHEET FIRE-RESISTIVE BARRIER

OVER

ICE & WATER SHIELD INSTALLED TO

MFR. SPEC. FOR CLASS "A" FIRE

RATING.

LAPPED WOOD GRAIN CEMENTITIOUS FIBER BOARD

SIDING W/ 4" EXPOSURE.

SOLID GROUTED CMU WALL.

SEE STRUCTURAL DRAWINGS

AND WALL TYPES. PAINT

R-30 BATT INSULATION. W/

1" INSUL. STANDOFF. SEE

SPEC

RIDGE BEAM. SEE

STRUCTURAL DRAWINGS. CUT

2" WIDE x 2" DEEP "V"

NOTCH @ 4" O.C.

CONTINUOUS

VAPOR BARRIER.

5/8" TYPE "X" GYP.

BD. PAINT.

JOIST HANGERS. SEE STRUCT.

2X12 JOIST @ 24"

O.C. SEE STRUCT.

AIR INFILTRATION BARRIER CONT.

GROUT BEHIND STONE

2x6 CEDAR TRIM PIECE.

8" CMU WALL. SEE WALL TYPES.

GROUT FILLED COLOR BY

CONTRACTING OFFICER

NATURAL SANDSTONE VENEER

BASE. SEE WALL SECTIONS FOR

TYPICAL PROFILE DIMENSIONS.

CONNECT STONE BASE TO CMU

W/ ANCHOR TABS

R-30 BATT. INSULATION BTW. JOISTS WITH 1"

INSULATION STANDOFF FOR VENTILATION. SEE

SPEC.

1 1/2" RIGID INSULATION BTW. 2X4 FUR-OUTS @

24" O.C. OVER AIR INFILTRATION BARRIER CONT.

3x8 ROUGH SAWN OUTRIGGER

@ 24" O.C. SEE REF. CEILING PLAN

AND STRUCTURAL DRAWINGS

2x6 T&G SHEATHING

3" PRE-FINISHED METAL ROUND VENT

SCREEN THROUGH TRIM AND BLOCKING.

BROWN. (2) EQ. SPACED BETWEEN EACH

JOIST

2x10 ROUGH SAWN TRIM PIECE CONT. W/

HOLES FOR VENT SCREENS

2x BLOCKING BETWEEN ROOF JOISTS AND

OUTRIGGERS W/ HOLES FOR VENT SCREENS AS

REQUIRED

20 GAUGE FACTORY PAINTED

TRIM W/ SCREWS @ 24" O.C.

SEALANT CONT.

2 1/2" RIGID

INSULATION TO

MAINTAIN

UNOBSTRUCTED

VENTILATION

5/8" TYPE "X"

GYP. BD. PAINT

5/8" SHEATHING. SEE STRUCTURAL DRAWINGS

2x BLOCKING AT END OF OUTRIGGER. SEE

STRUCTURAL DRAWINGS

2x12 ROOF JOIST FRAMING. SEE STRUCTURAL

DRAWINGS

CLASS "A" COMPOSITE IMITATION SHAKE

SHINGLE W/ 5" EXPOSURE. DOUBLE COURSE

EVERY 5TH ROW.

2x P.T.D.F. SILL PLATE. SEE

STRUCTURAL DRAWINGS

SLIP SHEET FIRE-RESISTIVE

BARRIER OVER ICE & WATER

SHIELD INSTALLED TO MFR. SPEC.

FOR CLASS "A" FIRE RATING.

4x12 ROUGH SAWN BEAM BEYOND. SEE

REFLECTED CEILING PLAN AND STRUCTURAL

DRAWINGS. STAIN. COLOR BY C.O./GOVERNEMENT

REPRESENTATIVE

4x 14 ROUGH SAWN BEAM.

SEE REFLECTED CEILING PLAN

AND STRUCTURAL DRAWINGS.

STAIN. COLOR BY C.O./GOV.

REP.

R-30 BATT. INSULATION BTW. JOISTS WITH 1"

INSULATION STANDOFF FOR VENTILATION. SEE

SPEC.

3x8 ROUGH SAWN OUTRIGGER

@ 24" O.C. SEE REF. CEILING PLAN

AND STRUCTURAL DRAWINGS

2x6 T&G SHEATHING

3" PRE-FINISHED METAL ROUND VENT

SCREEN THROUGH TRIM AND BLOCKING.

SECURE AND PAINT. (2) EQ. SPACED

BETWEEN EACH JOIST

2x BLOCKING BETWEEN ROOF JOISTS AND

OUTRIGGERS W/ HOLES FOR VENT SCREENS AS

REQUIRED

2 1/2" RIGID

INSULATION TO MAINTAIN

UNOBSTRUCTED

VENTILATION

2x6 T&G SOFFIT SECURED

DIRECTLY TO JOIST. STAIN.

COLOR BY C.O./GOV.

REP.

5/8" SHEATHING. SEE STRUCTURAL DRAWINGS

2x BLOCKING AT END OF OUTRIGGER. SEE

STRUCTURAL DRAWINGS

2x12 ROOF JOIST FRAMING. SEE STRUCTURAL

DRAWINGS

CLASS "A" COMPOSITE IMITATION SHAKE

SHINGLE W/ 5" EXPOSURE. DOUBLE COURSE

EVERY 5TH ROW.

COLORED SEALANT CONT.

2x10 ROUGH SAWN CEDAR TRIM BETWEEN

OUTRIGGERS W/ HOLE FOR VENT SCREENS.

STAIN.

CLASS "A" COMPOSITE IMITATION SHAKE SHINGLE W/

5" EXPOSURE. DOUBLE COURSE EVERY 5TH ROW.SLIP SHEET FIRE-RESISTIVE BARRIER

OVER ICE & WATER SHIELD INSTALLED

TO MFR. SPEC. FOR CLASS "A" FIRE

RATING.

2x6 T&G SHEATHING. STAIN. COLOR BY C.O./GOV.

REP.

3x6 ROUGH SAWN TRIM PIECE. STAIN.

LAPPED WOOD GRAIN CEMENTITIOUS FIBER BOARD

SIDING W/ 4" EXPOSURE OVER AIR INFILTRATION

BARRIER CONT.

2x4 STUD WALL. SEE STRUCTURAL DRAWINGS

PLYWOOD SHEATHING. SEE STRUCTURAL DRAWINGS

2x12 ROOF JOIST @ 24" O.C. SEE STRUCTURAL

DRAWINGS

2x BLOCKING BETWEEN JOISTS W/ HOLES FOR VENT

SCREENS. SEE STRUCT. DRAWINGS

3" PRE-FINISHED METAL ROUND VENT SCREEN THROUGH

TRIM AND BLOCKING. SECURE & PAINT. (2) EQ. SPACED

BETWEEN EACH JOIST

3x10 ROUGH SAWN TRIM CONT. W/ HOLES FOR VENT

SCREENS

4x14 ROUGH SAWN BEAM. SEE REFLECTED CEILING

PLAN AND STRUCTURAL DRAWINGS. STAIN.

4x12 ROUGH SAWN BEAM BEYOND. SEE REFLECTED

CEILING PLAN AND STRUCTURAL DRAWINGS. STAIN.

2x6 T&G SOFFIT SECURED DIRECTLY TO ROOF JOIST.

STAIN

WALL BEYOND

CLASS "A" COMPOSITE IMITATION SHAKE SHINGLE W/

5" EXPOSURE. DOUBLE COURSE EVERY 5TH ROW.

SLIP SHEET FIRE-RESISTIVE BARRIER

OVER ICE & WATER SHIELD

INSTALLED TO MFR. SPEC. FOR

CLASS "A" FIRE RATING.

2x6 T&G SHEATHING. STAIN. COLOR BY

C.O./GOVERNMENT REPRESENTATIVE

2x4 ROUGH SAWN CEDAR TRIM SECURED TO

UNDERSIDE OF T&G DECKING. STAIN. COLOR BY

C.O./GOVERNMENT REPRESENTATIVE

3x ROUGH SAWN TRUSS. SEE STRUCTURAL

DRAWINGS. AND EXTERIOR ELEVATIONS. STAIN. COLOR

BY C.O.

4x ROUGH SAWN BEAM. SEE STRUCTURAL

DRAWINGS AND REFLECTED CEILING PLAN. STAIN.

COLOR BY C.O./ GOVERNMENT REPRESENTATIVE

4"x8" PRE-RUSTED TUBE STEEL

COLUMN EACH SIDE OF BEAM.

SEE STRUCTURAL DRAWINGS

3/4 X 2

5/8 X 6" LAG SCREW

(GALV)

T.O. BEAM

ELEV 109'-5 1/2"

4x ROUGH SAWN BEAM. SEE

STRUCTURAL DRAWINGS.

STAIN. COLOR BY

C.O./GOVERNMENT

REPRESENTATIVE

NOTE:

ALL EXPOSED WOOD TO BE FIRE

RETARDANT TREATED ROUGH

SAWN AND STAINED. COLOR BY

CONTRACTING OFFICER.

SLIP SHEET FIRE-RESISTIVE

BARRIER OVER ICE & WATER

SHIELD INSTALLED TO MFR.

SPEC. FOR CLASS "A" FIRE

RATING.

CLASS "A" COMPOSITE

IMITATION SHAKE SHINGLE W/

5" EXPOSURE. DOUBLE

COURSE EVERY 5TH ROW.

LAPPED WOOD GRAIN CEMENTITIOUS

FIBER BOARD SIDING W/ 4"

EXPOSURE. COLOR BY C.O.

BACKER ROD AND COLORED

SEALANT CONT TOP AND BOTTOM.

PRE-FINISHED METAL DRIP EDGE

PRE-FIN. METAL TRIM. BACKER

ROD AND SEALANT CONT.

PRE-FIN. METAL TRIM. BACKER ROD AND SEALANT

CONT.

PRE-FINISHED METAL DRIP EDGE.

COLOR BY C.O.

PRE-FIN. METAL DRIP EDGE CONT. COLOR BY C.O.

INSTALL 3/8" PL SEAT

1-1/2" RIGID INSULATION BTW.

2X4 FUR-OUTS @ 24" O.C.

COR-TEN TUBE STEEL COLUMN. CLOSE END. SEE

DETAIL 15/A12.

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

116B.WESTERN

B.WESTERN

- A12

SCALE OF INCHES

12 6 12

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

6 ROOF DETAIL

A12 SCALE "A"

16 ROOF DETAIL

A12 SCALE "A"

18 ROOF DETAIL

A12 SCALE "A"

8 ROOF DETAIL

A12 SCALE "A"

5 ROOF RIDGE DETAIL

A12 SCALE "A"

10 WALL DETAIL

A12 SCALE "A"

15 COLUMN / BEAM CONNECTION DETAIL

A12 SCALE "A"

10/06/2023

REHABILITATE SOUTH CAMPGROUND

ZION NATIONAL PARK

317454/240254

175487

PROJECT BUNDLE | 176 252

COMFORT STATION

ARCHITECTURAL DETAILS

0 3/4"

4"

2"

3 1/2"

9 1/4"

V A R

IE

S

5 1/2"

9"

1 1/2"

WINDOW. SEE

EXTERIOR ELEVATIONS

AND WINDOW TYPES

1x CEDAR SILL. STAIN.

1x4 CEDAR TRIM.

STAIN.

2x8 SILL PLATE

8" CMU WALL WITH

EPOXY WALL FINISH1 1/2" RIGID INSULATION

BETWEEN 2X4 FUR-OUTS @

24" O.C. OVER AIR

INFILTRATION BARRIER

CONT.

LAPPED SIDING. SEE

EXTERIOR ELEVATIONS

AND FINISH SCHEDULE

PRE-FIN METAL

TRIM. BACKER

ROD & SEALANT

CONT.

2x6 CEDAR

TRIM. STAIN

1 1/2" RIGID INSULATION

BETWEEN 2X4 FUR-OUTS @

24" O.C. OVER AIR

INFILTRATION BARRIER

CONT.

LAPPED SIDING. SEE

EXTERIOR ELEVATIONS

AND FINISH SCHEDULE

PRE-FINISHED

METAL FLASHING

AND DRIP EDGE,

COLOR BY C.O.

8" CMU WALL WITH

EPOXY WALL FINISH

STEEL LINTEL. SEE

STRUCTRUAL DRAWINGS

2x8

1/4" SHIM SPACE

1x4 WOOD TRIM.

PAINT

BACKER ROD AND

COLORED SEALANT

CONT.

1x WOOD TRIM.

PAINT

WINDOW. SEE

EXTERIOR ELEVATIONS

AND WINOW TYPES

1 1/2" RIGID INSULATION

BETWEEN 2X4 FUR-OUTS

24" O.C. OVER AIR

INFILTRATION BARRIER

CONT.

LAPPED SIDING. SEE

EXTERIOR ELEVATIONS

AND FINISH SCHEDULE

PRE-FIN. MTL FLASHING

AND DRIP EDGE. BELOW

BACKER ROD AND SEALANT

CONT. COLOR BY C.O.

3x6 ROUGH SAWN

CEDAR TRIM. STAIN

MASONRY ANCHOR

H.M. DOOR FRAME.

PAINT. COLOR BY

C.O./ GOV. REP.

DOOR. SEE DOOR

TYPES

CMU WALL. SEE

STRUCTURAL

DRAWINGS AND

WALL TYPES.

PAINT

NATURAL

SANDSTONE

VENEER BASE.

1/4" GROUT

JOINTS

1 1/2" RIGID INSULATION BTW.

2X4 FUR-OUTS @ 24" O.C.

GROUTED CELLS

PER STRUCT.

REQUIREMENTS.

INSULATE ALL OPEN

CELLS

CONCRETE SLAB,

FOOTING, AND

FOUNDATION. SEE

STRUCTURAL

DWGS.

8" CMU WALL.

SEE STRUCT.

DWGS. AND

WALL TYPES

STONE VENEER

BASE. SEE WALL

SECTION FOR

PROFILE

GROUT BEHIND

STONE

GROUTED CELLS

PER STRUCT.

REQUIREMENTS.

INSULATE ALL

OPEN CELLS

8" CMU WALL.

SEE STRUCT.

DWGS. AND

WALL TYPES

STONE VENEER BASE.

SEE WALL SECTION FOR

PROFILE

GROUT BEHIND

STONE

1 1/2" RIGID BD.

INSULATION

GROUTED CELLS PER

STRUCT. REQUIREMENTS.

INSULATE ALL OPEN

CELLS

LAPPED FIBER CEMENT

SIDING. SEE WALL SECT.

STONE VENEER BASE.

SEE WALL SECTION FOR

PROFILE

1 1/2" RIGID BD.

INSULATION

2X4 FUR-OUTS

@ 24" O.C.

GROUTED CELLS PER

STRUCT.

REQUIREMENTS.

INSULATE ALL OPEN

CELLS

LAPPED FIBER CEMENT

SIDING. SEE WALL SECT.

3x10 ROUGH SAWN

CEDAR TRIM @ CORNER

ABOVE STONE BASE.

STAIN

STONE VENEER BASE.

SEE WALL SECTION FOR

PROFILE

S.S. BACKSPLASH.

CLEAR SEALANT

CONT. AT EDGE

1/2" SOLID

GROUT

3X6 ROUGH

SAWN CEDER

TRIM. STAIN

GROUT BEHIND STONE

SELF-ADHEREING SHEET

MEMBRANE WEATHER

BARRIER

GROUTED CELLS PER

STRUCT.

REQUIREMENTS.

INSULATE ALL OPEN

CELLS

8" CMU WALL.

SEE STRUCT.

DWGS. AND

WALL TYPES

8" CMU WALL. SEE

STRUCT. DWGS. AND

WALL TYPES

1 1/2" RIGID BD.

INSULATION

LAPPED FIBER CEMENT

SIDING. SEE WALL SECT.

BACKER ROD AND

COL. SEALANT

CONT.

2x6 ROUGH SAWN

CEDAR TRIM. STAIN

2" SOLID STONE

VENEER

SOLID GROUT

BEHIND AND

BELOW

CONCRETE

SLAB ON

GRADE AND

FOOTING. SEE

STRUCTURAL

DRAWINGS

8" CMU WALL. SEE

STRUCT. DWGS. AND

WALL TYPES

GROUTED CELLS PER

STRUCT.

REQUIREMENTS.

INSULATE ALL OPEN

CELLS

S.S. BACKSPLASH

CLEAR SEALANT

CONT.

2x6 ROUGH SAWN

CEDAR TRIM. STAIN

2" SOLID STONE

VENEER

SOLID GROUT

BEHIND AND

BELOW

CONCRETE

SLAB ON

GRADE AND

FOOTING. SEE

STRUCTURAL

DRAWINGS

8" CMU WALL. SEE

STRUCT. DWGS. AND

WALL TYPES

GROUTED CELLS PER

STRUCT.

REQUIREMENTS.

INSULATE ALL OPEN

CELLS

BACKER ROD AND

SEALANT CONT.

1/2" EXPANSION

JOINT

SOLID GROUT

8" CMU WALL.

SEE STRUCT.

DWGS. AND WALL

TYPES

SELF-ADHEREING

SHEET MEMBRANE

WEATHER BARRIER

2x6 ROUGH SAWN

CEDAR TRIM.

STAIN

BACKER ROD AND

COLORED SEALANT

CONT. TOP AND

BOTTOM

LAPPED FIBER

CEMENT SIDING.

SELF-ADHEREING SHEET

MEMBRANE WEATHER

BARRIER

SELF-ADHEREING

SHEET MEMBRANE

WEATHER BARRIER

SELF-ADHEREING SHEET

MEMBRANE WEATHER

BARRIER

SELF-ADHEREING

SHEET MEMBRANE

WEATHER BARRIER

SEALANT CONT.

BOTH SIDES

PEEL & STICK

FLASHING

CONT.

SCRATCH COAT ON

MTL. LATH OVER

WEATHER BARRIER

& 2 LAYERS BLDG.

PAPER TYP. @

STONE VENEER

1X4 CEDAR TRIM.

STAIN

1x4 CEDAR

TRIM. STAIN

INSTALL 3X WITH RED

HEADS OR ALL THREADS

WITH EPOXY AND

WASTERS

SLOPE TOP OF

EACH STONE

COURSE AWAY

FROM TRIM

3x6

22'-6"

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

4"

GALV. PAINTED, BLACK

STEEL JOINERY PLATE

TYP. SEE DETAIL 1/A15

FOR PLATES INDICATED.

GALV. PAINTED STEEL

BOLT THROUGH TRUSS.

TYP. EPOXY INTO CMU

WALL BEHIND.

ROUGH SAWN 3x12

TRUSS MEMBER. STAIN.

COLOR BY C.O. / GOV.

REP.

ROUGH SAWN 3x8 TRUSS

MEMBER. STAIN. COLOR

BY C.O. / GOV. REP.

ROUGH SAWN 3x8 TRUSS

MEMBER. STAIN. COLOR

BY C.O./GOV. REP.

ROUGH SAWN 3x8

TRUSS MEMBER. SEE

STRUCT. DWGS. STAIN

COLOR BY C.O./ GOV

REP.

GALV. PAINTED, STEEL

JOINERY PLATE BOTH

SIDES. (TYP. OF ALL

PLATES) SEE DETAIL 6/A15

FOR PLATES INDICATED.

GALV. PAINTED STEEL BOLT

THROUGH TRUSS. TYP.

FASTENED W/ GALV. STEEL

NUT

PLATE

"B"

PLATE

"C"

PLATE

"A"

PLATE"B"

PLATE"A"

5/8" BOLTS, TYP. 5/8" BOLTS, TYP.

SIMPSON HUC 210 INSIDE

TO HOLD RIDGE BEAM

FIELD VERIFY

FIELD VERIFY

8 3/4"

SOLID SURFACE COUNTER

CMU WALL

R3 1/ 2 "

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF SHEET

ARCHITECTURAL DETAILS

177 252

B.WESTERN

B.WESTERN

10/06/2023

A13

SCALE OF INCHES

SCALE OF INCHES

12 6 12

2 0 2 64

SCALE OF FEET

SCALE B

SCALE C

SCALE A

SCALE OF INCHES

3" = 1'-0"

SCALE OF INCHES

12 6 12 1-1/2" = 1'-0"

2 0 2 64

SCALE OF FEET

3/8" = 1'-0"

SCALE B

SCALE C

SCALE A

1 STONE VENEER BASE

A13 SCALE "B"

6 STONE VENEER BASE

A13 SCALE "B"

11 TRUSS

A13 SCALE "A"

2 BACKSPLASH / STONE BASE TRANSITION

A13 SCALE "B"

7 EXTERIOR CORNER @ CEDAR TRIM

A13 SCALE "B"

3 EXTERIOR CORNER @ STONE BASE

A13 SCALE "B"

8 EXTERIOR CORNER @ STONE BASE

A13 SCALE "B"

13 TRUSS

A13 SCALE "A"

14 WINDOW SILL

A13 SCALE "B"

9 TYPICAL STONE VENEER PROFILE

A13 SCALE "B"

10 DOOR HEAD - JAMB SIMILAR

A13 SCALE "B"

14 ROOF DETAIL

A12 SCALE "A"

5 VANITY / WALL REVEAL DETAIL

A13 SCALE "C"

REHABILITATE SOUTH CAMPGROUND

ZION NATIONAL PARK

317454/240254

175487

PROJECT BUNDLE |

COMFORT STATION

1"

6"

0 1/2"

4"

CONCRETE FOUNDATION WALL.

SEE STRUCTURAL DRAWINGS.

WATERPROOF BELOW GRADE.

DEPRESS FDN. @ DOORWAY

CONCRETE SLAB ON

GRADE OVER BELOW

GRADE WATERPROOFING

MEMBRANE OVER 6"

GRAVEL. SEE

STRUCTURAL DRAWINGS

EXPANSION JOINT AND

SEALANT. SEE

STRUCTURAL DRAWINGS

METAL DOOR THRESHOLD

SET IN MASTIC. SADDLE

& BARRIER FREE TYPES

(SEE A8 DOOR SCHEDULE)

DOOR. SEE DOOR TYPES

CONCRETE WALK TO

SLOPE AWAY FROM

FOUNDATION WALL.

SLOPE: 1/4" PER

FOOT FOR 44"

EPOXY FLOORING, 1/4" THICK

4" HIGH RESILIENT BASE

INSET S.S.

BACKSPLASH.

1 1/2" RIGID INSUL.

18 GA. S.S. BASIN

1" S.S. GRATE

1/2"x1/2" S.S. ANGLE

LEDGE. WELD TO BASIN

DRAIN. SEE PLUMBING

DRAWINGS

EMBED 1/2" DOWEL 3".

CAST INTO CONCRETE.

EPOXY INTO STONE

VENEER BASE

STONE VENEER BASE

CMU WALL. SEE

STRUCTURAL DRAWINGS

AND WALL TYPES

PRE-CAST CONC.

LEDGE. SLOPE TOP

AWAY FROM BASIN.

1/2" CHAMFER @

EDGE

SEALANT CONT.

TOOLED EDGE

MORTAR JOINT

T.S. SEE STRUCT.

DWGS. PRE-RUSTED

STONE VENEER SOLID

TOP COURSE.

JOINT SEALANT (COLOR

TO MATCH STONE)

MORTAR FILLED

(MORTARED RUBBLE

BETWEEN COLUMNS)

STONE VENEER

CAP

STONE VENEER. RANDOM

COURSED ASHLAR PAT.

AT CENTER SECTION

STEEL BASE PLATE.

BOLTS BEYOND SHOWN

DASHED. SEE STRUCT.

DWGS

STONE VENEER SOLID

BASE CORSE

CONCRETE PIER. SEE

STRUCTURAL DRAWINGS

MORTAR BED / JOINT

STONE VENEER SOLID

BASE CORSE

REDHEAD BOLTS BEYOND.

SEE STRUCTURAL DWGS.

T.S. COLUMN. SEE

STRUCTURAL DRAWINGS

MORTAR BED / JOINT

2x NAILER CONT. SEE

STRUCTURAL DRAWINGS. CUT 2"

WIDE x 2" DEEP "V" NOTCH @

4" O.C. CONTINUOUS

JOIST HANGERS. SEE STRUCT.

SLIP SHEET FIRE-RESISTIVE

BARRIER OVER ICE & WATER

SHIELD INSTALLED TO MFR. SPEC.

FOR CLASS "A" FIRE RATING.

CLASS "A" COMPOSITE IMITATION

SHAKE SHINGLE W/ 5"

EXPOSURE. DOUBLE COURSE

EVERY 5TH ROW.2x PTDF TOP PLATE W/ J BOLT

IN SOLID GROUTED CMU SEE

STRUCTURAL DRAWINGS

5/8" TYPE "X" GYP.BD. PAINT.

COLOR BY C.O. / GOV. REP

R-30 BATT INSULATION. W/ 1"

INSUL. STANDOFF. SEE SPEC

SELANT. COLOR BY C.O./ GOV.

REP.

CMU WALL. SEE STRUCTURAL

DRAWINGS. PAINT

RIDGE VENT CONT. BY ROOFING

MFG.

5/8" PLYWOOD SHEATHING. SEE

STRUCTURAL DRAWINGS

2x12 JOIST @ 24" O.C. SEE

STRUCTURAL DRAWINGS

VAPOR BARRIER

RIDGE BEAM. SEE STRUCTURAL

DRAWINGS. CUT 2" WIDE x 2"

DEEP "V" NOTCH @ 4" O.C.

CONTINUOUS

JOIST HANGERS. SEE STRUCT.

SLIP SHEET FIRE-RESISTIVE

BARRIER OVER ICE & WATER

SHIELD INSTALLED TO MFR. SPEC.

FOR CLASS "A" FIRE RATING.

CLASS "A" COMPOSITE IMITATION

SHAKE SHINGLE W/ 5" EXPOSURE.

DOUBLE COURSE EVERY 5TH ROW.

2x6 CEDAR T&G CEILING

SECURED TO JOISTS. STAIN

RIDGE VENT CONT. BY ROOFING

CONTR.

5/8" PLYWOOD SHEATHING. SEE

STRUCTURAL DRAWINGS

2x12 JOIST @ 24" O.C. SEE

STRUCTURAL DRAWINGS

1/4" BACKER ROD AND

SEALANT @ T&G JOINT

R-30 BATT INSULATION. W/ 1"

INSUL. STANDOFF. SEE SPEC

2x BLOCKING. SEE STRUCTURAL DRAWINGS. CUT 2" WIDE x 2"

DEEP "V" NOTCH @ 4" O.C.

CONTINUOUS

SLIP SHEET FIRE-RESISTIVE

BARRIER OVER ICE & WATER

SHIELD INSTALLED TO MFR. SPEC.

FOR CLASS "A" FIRE RATING.

CLASS "A" COMPOSITE IMITATION

SHAKE SHINGLE W/ 5"

EXPOSURE. DOUBLE COURSE

EVERY 5TH ROW.2x PTDF TOP PLATE W/ J BOLT

IN SOLID GROUTED CMU SEE

STRUCTURAL DRAWINGS

5/8" TYPE "X" GYP.BD. PAINT.

COLOR BY C.O. / GOV. REP.

CMU WALL. SEE STRUCTURAL

DRAWINGS. PAINT

5/8" PLYWOOD SHEATHING. SEE

STRUCTURAL DRAWINGS

2x12 JOIST @ 24" O.C. SEE

STRUCTURAL DRAWINGS

VAPOR BARRIER

SOLATUBE MODEL 290

OR EQUAL. SEE SPEC

SHINGLE. SEE BUILDING

SECTION FOR TYPE

WEATHER PROOF

MEMBRANE. SEE BLDG.

SECTION FOR TYPE

INTEGRAL FLASHING BY

SOLAR LIGHTING MFG.

R-30 BATT INSULATION.

W/ 1" INSUL. STANDOFF.

SEE SPEC

INTEGRAL DIFFUSER BY

SOLAR LIGHTING MFG.

5/8" PLYWOOD

SHEATHING. SEE

STRUCTUAL DRAWINGS

5/8" TYPE "X" GYP. BD. PAINT.

COLOR BY C.O. / GOV. REP.

WRAP STEEL COLUMN W/

SILL PLATE…