A06_Drawings_WHIS_VC_Renovation.pdf

SCALE OF MILES

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0 8,000

1 2

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WHISKEYTOWN UNIT

NATIONAL RECREATION AREA

WHISKEYTOWN-SHASTA-TRINITY

BACKCOUNTRY CAMPGROUND

TRAILER SANITARY STATION

PUBLIC TELEPHONE

BOAT LAUNCH

AMPHITHEATER

TOWER HOUSE

HISTORIC DISTRICT

CAMPGROUND

PICNIC AREA

RANGER STATION

PARK HEADQUARTERS

VISITOR CENTER

B

HQ.

V.C.

CREEK OR RIVER

4-WHEEL-DRIVE-ROAD

UNPAVED ROAD

COUNTY LINE

PAVED ROAD

TRAIL

STATE LINE

PARK BOUNDARY

LEGEND

THIS PROJECT

BASIC DATA:

STATE

NATIONAL PARK SERVICE

PACIFIC WEST REGIONAL OFFICE REGION COUNTY

DEPARTMENT OF THE INTERIOR

UNITED STATES LOCATION WITHIN PARK

NAME OF PARK

TITLE OF PROJECT DRAWING NO.

PMIS/PKG NO.

OF

SHEET

VISITOR CENTER

SHASTA CALIFORNIA

100% CONSTRUCTION DOCS

WHISKEYTOWN-SHASTA-TRINITY N.R.A.

PACIFIC WEST

CENTRAL

CALIFORNIA

USGS TOPO MAP; PARK MINI FOLDER 1987; REVISED & REDRAWN 3/93. UPDATED 11/98. SGS.

192523

199335

SHEET INDEX:

GENERAL

1 COVER SHEET

G0.2 2 VISITOR CENTER CODE COMPLIANCE

CIVIL

C1.0 3 EXISTING SITE PLAN

C2.0 4 SITE UTILITY PLAN

C2.1 5 SITE DETAILS

ARCHITECTURAL

A0.1 6 ARCHITECTURAL ABBREVIATIONS, SYMBOLS AND NOTES

A1.0 7 DEMO FLOOR PLAN

A2.0 8 PROPOSED FLOOR PLAN

A2.1 9 EXISTING ROOF PLAN

A2.2 10 PROPOSED ROOF PLAN - BID OPTION

A2.3 11 DEMO REFLECTED CEILING PLAN

A2.4 12 PROPOSED REFLECTED CEILING PLAN

A3.0 13 DEMO ELEVATIONS

A3.1 14 PROPOSED ELEVATIONS

A4.0 15 BUILDING SECTIONS AND INT. ELEVATIONS

A4.1 16 BUILDING SECTIONS AND INT. ELEVATIONS

A4.2 17 SCHEDULES

A4.3 18 BUILDING SECTION - BID OPTION

A7.0 19 OPENING DETAILS

A7.1 20 CASEWORK DETAILS

STRUCTURAL

S0.1 21 STRUCTURAL ABBREVIATIONS AND NOTES

S2.1 22 STRUCTURAL FLOOR PLAN

S7.1 23 STEEL DETAILS

ELECTRICAL

E0.1 24 SYMBOL LIST, GENERAL NOTES & SHEET INDEX

E0.2 25 GENERAL NOTES AND LUMINAIRE SCHEDULE

E1.1 26 SITE PLAN - ELECTRICAL

E2.1 27 DEMOLITION & PROPOSED FLOOR PLAN-LIGHTING

E3.1 28 DEMOLITION & PROPOSED FLOOR PLAN-POWER

E4.1 29 SINGLE LINE DIAGRAM, SCHEDULES & DETAILS-ELECTRICAL

EXPAND AND RENOVATE

WHISKEYTOWN VISITOR CENTER

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COGGINS

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PARK

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BUCKHORN

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BALLY

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LITTLE

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BALLY

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SOUTH FORK

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MOUNTAIN

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MONARCH

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MOUNTAIN

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KANAKA

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PEAK

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WHISKEYTOWN

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CEMETERY

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MT. SHASTA

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MINE

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CLEAR CREEK

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N.E.E.D. CAMP

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SHASTA

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BRANDY

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CREEK

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KENNEDY

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MEMORIAL

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HQ.

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WHISKEYTOWN

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LAKE

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WHISKEY

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CREEK

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WHISKEY

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CREEK

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WHISKEYTOWN

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OAK BOTTOM

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BRANDY

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CREEK 1

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BRANDY

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CREEK 2

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SHEEP

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CAMP

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PELTIER

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VALLEY

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BOULDER

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CREEK 1

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BOULDER

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CREEK 2

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CRYSTAL

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CREEK

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MERRY

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MOUNTAIN

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SOUTH FORK

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MOUNTAIN

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MULE

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MOUNTAIN

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BRANDY

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CREEK

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KANAKA

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CREEK

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CLEAR

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CREEK

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CRYSTAL

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CREEK

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BOULDER

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CREEK

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SPRING

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CREEK

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TO

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REDDING &

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TO

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DOUGLAS CITY &

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WEAVERVILLE

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TO

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FRENCH

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GULCH

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JOHN

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FRANCIS

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CARR

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POWERHOUSE

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CRYSTAL

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CREEK

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CONSERVATION

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CAMP

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SHASTA

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BALLY

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MOUNTAIN

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DRY

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CREEK

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CLAIR A. HILL

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WHISKEYTOWN DAM

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CORNING

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CHICO

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REDDING

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MINERAL

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RED

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BLUFF

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LAVA BEDS

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NATIONAL

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MONUMENT

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LASSEN

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VOLCANIC

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WHISKEYTOWN UNIT

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TRINITY

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UNIT

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SHASTA

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UNIT

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WHISKEYTOWN-SHASTA-TRINITY

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NATIONAL RECREATION AREA

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OREGON

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CALIFORNIA

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PACIFIC

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OCEAN

770 SF

1/50

B

CENTER

VISITOR

154 SF

1/50

B

STORAGE

OFFICE/

SYMBOLS LEGEND

EXIT COUNT

PATH OF TRAVEL

OCCUPANCY CLASSIFICATION

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

ROOM AREA

ROOM NAME

50 SF

1/150

B

ENTRY

SCALE

G0.2

EGRESS PLAN

K

X

SCALE

G0.2

ACCESSIBLE ROUTE PLAN

K

CLR 30" x 48" @

SERVICE DESK &

ENTRANCES

5'0" Ø TURNING

RADIUS

18" MIN. CLR. TYP.

12" MIN. CLR. W/

BOTH LATCH &

CLOSER

PULL SIDE

PUSH SIDE

36" MIN. CLR. FOR

APPROACH W/ 60"

MIN. CLR.

42" MIN. CLR. FOR

APPROACH W/ 54"

MIN. CLR.

22" MIN. CLR.

PULL SIDE

PUSH SIDE

24" MIN. CLR.

PULL SIDE

PUSH SIDE

24" MIN. CLR.

NO SCALE

G0.2

ACCESSIBLE FLOOR CLEARANCES AT DOORS

CL

NO SCALE

G0.2

INTERIOR MOUNTING HEIGHTS

EXIT

FINISHED FLOOR

BOTTOM +18"AFF

CENTER +40"AFF

TOP +48"AFF

CENTER +96"AFF

CENTER +96"AFF

G0.2

CODE COMPLIANCE

APPLICABLE COES

2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

2021 INTERNATIONAL FIRE COSE (IFC)

2021 INTERNATIONAL PLUMBING CODE

2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2021 INTERNATIONAL WILDLAND-URBAN INTERFACE CODE

2022 CALIFORNIA HISTORICAL BUILDING CODE (CHBC)

2022 CALIFORNIA GREEN BUILDING CODE (CGBC)

2015 ARCHITECTURE BARRIER ACT ACCESSIBILITY STANDARDS (ABAAS)

2017 NATIONAL FIRE PROTECTION ASSOCIATION 1141

2018 NATIONAL FIRE PROTECTION ASSOCIATION 1144

NATIONAL FIRE PROTECTION ASSOCIATION 101 LIFE SAFETY CODE

THE FOLLOWING IS A SUMMARY OF THE PRIMARY BUILDING CODE ISSUES RELATED TO THE PROJECT. CODE

REFERENCES, WHERE PROVIDED, ARE PARAPHRASED AND ARE NOT INTENDED TO BE COMPLETE.

OCCUPANCY

GROUP B BUSINESS IBC 303.1.1

CONSTRUCTION TYPE

GENERAL BUILDING: TYPE V-B IBC TABLE 601

FIRE-RESISTANCE FOR REPLACED BUILDING ELEMENTS IWUIC 503EXTERIOR

EXTERIOR GLAZING: 20 MIN. OR MULTI-LAYERED

ROOF FASCIA: IGNITION RESISTANT MATERIALS OR

1-HOUR FIRE RESISTANCE RATED CONSTRUCTION

BUILDING ACCESS & LOCATION

FIRE ACCESS: WITHIN 300'(WITH SPRINKLERS) NFPA 1141 6.1.1.1

BUILDING SEPARATION: 30' FROM NEAREST BLDG. NFPA 1144 5.1.3.1 &

NFPA 1141 6.2.1

FIRE SPRINKLER SYSTEM

NOT REQUIRED (PER DIRECTION FROM THE AHJ)

FIRE & SMOKE ALARM SYSTEMS

TO BE PROVIDED (AUTOMATIC FIRE ALARMS NOT REQ'D) IBC 907.2.2

TO BE PROVIDED (MANUAL FIRE ALARMS NOT REQ'D) IBC 907.2.2

TO BE PROVIDED (AUTOMATIC SMOKE ALARM SYSTEM NOT REQ'D) IBC 907.2.2

PROPOSED BUILDING HEIGHT & AREA

17'-6"

CODE SECTION STORIES

ALLOWED BUILDING HEIGHT & AREA

HEIGHT (FT.) AREA PER STORY (SF)

IBC TABLES 504.3, 504.4, 506.2* 2 40 9,000

BUILDING HEIGHT & AREA

* GROUP B, TYPE V-B, NOT SPRINKLED

BUILDING STORIES HEIGHT (FT.) AREA PER STORY (SF)

1 1,580

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OCCUPANT LOAD

AREA (SF) AREA/OCCUPANT (SF)* OCCUPANT LOAD

ROOM

TOTAL OCCUPANTS PER CODE 20

770 50 16VISITOR CENTER

OFFICE/STORAGE 154 4

* IB TABLE 1004.5

EGRESS WIDTH

20 OCCUPANTS x .2 = 4" REQ., 36" DOORS PROVIDED IBC 903.2

EXIT ACCESS TRAVEL DISTANCE

100' w/o SPRINKLER SYSTEM IBC TABLE 1006.2.1

MAXIMUM TRAVEL DISTANCE DESIGNED TO 55'

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VISITOR CENTER & COMFORT STATION

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DATE:

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TECH. REVIEW:

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SUB SHEET NO.

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OF

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TITLE OF SHEET

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REHABILITATE WHISKEYTOWN VC

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WHISKEYTOWN NATIONAL RECREATION AREA

199335

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JFK MEMORIAL DRIVE

H

IG

H W

AY

SCALE OF FEET

4020020 1" = 20'

APPROXIMATE BOUNDARY OF CALTRANS HIGHWAY

RIGHT OF WAY PER ABANDONMENT DEED, FILED

FEBRUARY 19, 1965, BOOK 7 OF HIGHWAY MAPS AT

PAGE 7.

(E) PROPANE TANK IN

FENCED ENCLOSURE

(E) POLE MOUNTED PV

ARRAY

(E) UTILITY POLE AND

ELECT. METER

APPROX. ROUTE OF

EXISTING U/G ELECT.

(E) SANITARY SEWER

(E) SEPTIC TANKS

(E) WATER

(E) STORM DRAIN

(E) UNDERGRND. ELECT. SERVICE

POE TO PANEL IN STORAGE ROOM

(E) TRAIL AND NATIVE

PLANT GARDEN

(E) TELECOMM

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

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TITLE OF SHEET

199335

192523

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C1.0

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RENOVATE WHISKEYTOWN VC

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EXISTING SITE PLAN

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E

15.00 ' @ 47d 9' 50.8856"1 2

122.86 ' @ 137d 9' 50.8856"

131.46 ' @ 137d 9' 50.8856"

9 10

122.83' @ 77d 31' 30.4179"

109.32 ' @ 77d 31' 30.4179"

154.49 ' @ 41d 14' 43.5912"

164.90' @ 41d 14' 36.3483"

87.38' @ 132d 27' 34.6276"

72.05 @ 132d 27' 34.6459"

15.00 ' @ 41d 14' 25.0962"

15.00

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VISITOR

CENTER

PRESERVE AND PROTECT (E) WATER

METER BOX AND AT-GRADE

ENCLOSURE FOR BACKFLOW DEVICE

(E) SEPTIC TANKS

John F Kennedy MEMORIAL DRIVE

H

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H W

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(E) STORM DRAIN

APPROXIMATE BOUNDARY OF

CALTRANS RIGHT OF WAY

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C2.0

WHISKEYTOWN NATIONAL RECREATION AREA

RENOVATE WHISKEYTOWN VC

10/24/24

SR

NPS SITE AND UTILITY

20 0 20 40

SCALE OF FEET

1" = 20'

CONSTRUCT CONC. PAD FOR (N) PG&E PAD

MOUNTED TRANSFORMER

M

(E) UTILITY POLE

PLAN

REMOVE (E) UTILITY POLE

AND METER

(E) SANITARY SEWER

(E) WATER

CONSTRUCT NEW UNDERGROUND

SECONDARY ELECTRIC SERVICE FROM

POLE TO NEW PAD MOUNT TRANSFORMER

PER PG&E GREENBOOK REQUIREMENTS,

SEE DETAIL 3, SHEET C2.1

(N) PULLBOX, CONCRETE ENCLOSURE

FOR FULL VEHICLUAR TRAFFIC, PER

PG&E GREENBOOK APPENDIX C, UG-1

(E) 4" SCH. 80 CONDUITS (CAPPED) UNDER

THE ROAD, TO BE REUSED WITH PG&E

APPROVAL, CONNECT AT BOTH ENDS

CONSTRUCT CONC. PAD FOR (N) MAIN

SWITCHBOARD 'MSB-1', METER, AND

AUTOMATIC TRANSFER SWITCH. SEE SHT.

C2.1 AND ELECTRICAL PLANS.

CONNECT TO (E) UNDERGROUND SERVICE

CONDUIT UNDER SLAB INTO STORAGE ROOM

CONSTRUCT CONC. PAD FOR FUTURE

GENERATOR, SEE SHT. C2.1

REMOVE (E) GALV. STEEL

CONDUIT WHERE DISCOVERED

(N) PULLBOX, NON-CONCRETE

ENCLOSURE FOR INCIDENTAL

TRAFFIC, PER PG&E SECONDARY

ELECTRICAL UNDERGROUND

ENCLOSURES REQUIREMENTS, SEE

GREENBOOK APPENDIX C, UG-1

APPROXIMATE ROUTE, STAKE

ROUTE FOR APPROVAL BY C.O.

PRIOR TO BEGINNING WORK

REMOVE (E) PHOTOVOLTAIC PANEL ARRAY,

INCL. PANELS, GROUND MOUNTED POLE,

STEEL STRUCTURE, FREON-FILLED TUBE

SOLAR TRACKING MECHANISM AND VISIBLE

CONDUIT ON EXTERIOR OF THE BUILDING.

REMOVE METER AND WIRING FROM INTERIOR

PV EXHIBIT DISPLAY.

(E) PROPANE TANK AND FENCE,

PRESERVE AND PROTECT

(E) CONCRETE PAD AND PEDESTAL, PROTECT

(E) SIGN, PROTECT

PG&E R.O.W.

(PENDING)

PG&E R.O.W.

(PENDING)

PG&E ROW CORNER POINTS

LATITUDE LONGITUDE

1 N40° 36' 50.35" W122° 31' 11.65" 2 N40° 36' 50.46" W122° 31' 11.52"

3 N40° 36' 51.23" W122° 31' 12.91"

4 N40° 36' 51.28" W122° 31' 12.70"

5 N40° 36' 52.41" W122° 31' 12.57"

6 N40° 36' 52.33" W122° 31' 12.40"

7 N40° 36' 53.43" W122° 31' 11.08"

8 N40° 36' 53.42" W122° 31' 10.80"

9 N40° 36' 53.95" W122° 31' 11.71"

10 N40° 36' 54.05" W122° 31' 11.57"

2'- 9"

M

IN

6" MIN.

3" M

IN

FIXED BOLLARD

6"

REMOVABLE BOLLARD

3"

DETAIL "A"

3"

9/

1/4

18" DIA.

BOLLARD

6"x1/2" GALVANIZED

STEEL EYE BOLT (TO BE

INSTALLED PARALLEL

TO EDGE OF PAD)

SAFETY LOCK

CUT FROM 6"x1/2"

GALVANIZED STEEL

EYE BOLT

WELD, TYPICAL, WILL BE

PAINTED OVER WITH A

ZINC PRIMER

4"Ø THREADED

CAP OR FILL WITH

CONCRETE

12"X2" VISIBILITY STRIPS (3),

REFLECTIVE YELLOW

ADHESIVE SHEET, PACIFIC

UTILITIES #PEM212F OR

ALMETEC #DL-RY2X12-A, AS

REQUIRED

4"Ø SCH 40 GALVANIZED

OR PAINTED STEEL PIPE

4"Ø SCH

GALVANIZED

OR

PAINTED

STEEL

PIPE

SLOPE TO

DRAIN

FG

SLOPE TO

DRAIN

FG

SEE DETAIL "A"

18" DIA.COMPACTED 1 1/2" MAX

GRAVEL FOR DRAINAGE

6"

5"Ø SCH 40

GALVANIZED

STEEL PIPE SLEEVE,

36" LONG

2'- 9"

M

IN

3"

M

IN

6" MIN.

NOT TO SCALE

CLASS II AGGREGATE BASE

CONCRETE PAD SECTION

NOTES

1. PROVIDE CONTROL JOINTS AT 10'x10' INTERVALS PERPENDICULAR TO THE

DIRECTION OF THE CONCRETE PAVEMENT LANE.

2. PORTLAND CEMENT CONCRETE PAVEMENTS SHALL HAVE A MINIMUM

COMPRESSIVE STRENGTH OF 4,000 PSI.

NATIVE SOIL

PLACE #5 @

24" O.C.E.W.

3" TYP

CONCRETE PAVEMENT

6" 6"

1'- 0"

SCARIFY AND

RECOMPACT NATIVE

SOIL AS SUBGRADE

(MIN 95% R.C.)

CLASS II AGGREGATE

BASE MIN 95% R.C.

3" TYP.

1'-0"

CONDUITS W/ PULL

STRING, SEE PLAN

CONCRETE PAD DIMENSIONS

1. TRANSFORMER PAD: 72" X 36", APPROX. CONFIRM WITH PG&E, PER

GREENBOOK

2. MSB-1 PAD: 72" X 36" APPROX. CONFIRM WITH PG&E, PER GREENBOOK

3. PAD FOR FUTURE GENERATOR: 84" X 126", PER PARK, PLAN BELOW

2" SCH. 80 CONDUIT W/ 36"

90 DEG. SWEEP, STUB UP

AND CAP.

1" SCH. 80 CONDUIT W/ 36"

90 DEG. SWEEP, STUB UP

AND CAP.

28 12" 31 12"30"

GENERATOR PAD, TYP.

6" TYP

NOT TO SCALE

P

P

SPRINGLINE

PI

PE

Z O

NE

PIPE

BEDDING

(BD)

0.D.+12" (MIN.)

0.D.+18" (MAX.)

SELECT

BACKFILL (SB)

PIPE O.D.

FOUNDATION

BEDDING

6"

6"MIN

9"MAX

(TYP)

SEE PLAN AND

PROFILE SHEETS

OVEREXCAVATE

FOR PIPE BELL

#10 SOLID COPPER

TRACER WIRE

MARKER TAPE

6" MIN OVER

EXCAVATION IN

UNSUITABLE

MATERIAL,

ENGINEER

DETERMINED, AND

REPLACE WITH

IMPORT MATERIAL

SAWCUT VERTICAL

JOINT

95% RELATIVE

COMPACTION

90% RELATIVE COMPACTION

95% UNDER AB SURFACED

ROADS

TRENCH RESURFACING TO MATCH

EXISTING PAVEMENT SECTION.

MINIMUM 3" AC OVER 6" AB

EXISTING

PAVEMENT

EXISTING GROUND

UTWR

PA

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WHISKEYTOWN NATL REC AREA

RENOVATE WHISKEYTOWN VC

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DETAILS

1 2

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ALL TRENCHES MUST CONFORM TO O.S.H.A. REQUIREMENTS.

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SAND BEDDING MATERIAL REQUIRES 90% COMPACTION MINIMUM.

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CRUSHED GRAVEL MATERIAL REQUIRES 95% COMPACTION MINIMUM.

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%%UNOTES:

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%%ULEGEND

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= POWER

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FINISH GRADE

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PATCH & MATCH EXISTING SURFACE

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BACKFILL AND COMPACT PER CIVIL DETAIL 3, SHEET C7.3

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ALL TRENCHES MUST CONFORM TO O.S.H.A. REQUIREMENTS.

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SAND BEDDING MATERIAL REQUIRES 90% COMPACTION MINIMUM.

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CRUSHED GRAVEL MATERIAL REQUIRES 95% COMPACTION MINIMUM.

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%%UNOTES:

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%%ULEGEND

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= POWER

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AutoCAD SHX Text %%uPG&E SECONDARY TRENCH DETAIL - ELECTRICAL

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NO SCALE

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3"MIN

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SAND BACKFILL (BD)

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USE PLASTIC SPACERS TO MAINTAIN SPACE BETWEEN CONDUIT

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3"MIN

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SELECT BACKFILL (SB)

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FINISH GRADE

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PATCH & MATCH EXISTING SURFACE

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BACKFILL AND COMPACT PER CIVIL DETAIL 3, SHEET C7.3

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6"MIN

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WARNING TAPE (TYPICAL)

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ABBREVIATIONS

GENERAL NOTES

AB ANCHOR BOLT; ABOVE

AC ASPHALT CONCRETE

ACT ACOUSTICAL CEILING TILE

ACOUS; ACST ACOUSTIC

ADDL ADDITIONAL

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHD AIR HAND DRYER

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECT

AV AUDIO VISUAL

BB BASEBOARD

BD BOARD

BFP BACK FLOW PREVENTER

BLDG BUILDING

BO BOTTOM OF

BOF BOTTOM OF FIXTURE

BOT BOTTOM

B PL BASE PLATE

BTWN BETWEEN

CAB CABINET

CEM CEMENTITIOUS

CER CERAMIC

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CONST CONSTRUCTION

CPT CARPET

CTR CENTER

DC DIAPER CHANGING STATION

DET DETAIL

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DOUG FIR DOUGLAS FIR

DG DECOMPOSED GRANITE

DN DOWN

DWG DRAWING

DS DOWNSPOUT

E EAST

(E);EXIST EXISTING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

EQ EQUAL

EW EACH WAY

EXP EXPANSION

EXT EXTERIOR

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FD FLOOR DRAIN

FDC FIRE DEPT. CONNECTION

FHMS FLAT HEAD METAL SCREW

FIN FINISH

FIN FLR FINISH FLOOR

FIXT FIXTURE

FLASH FLASHING

FLUOR FLUORESCENT

FDTN FOUNDATION

FO FACE OF

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOS FACE OF STUD

FLR FLOOR

FPL FIREPLACE

FRP FIBERGLASS REINFORCED

PLASTIC

FT FOOT OR FEET

FTG FOOTING

FURG FURRING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GFCI GROUND FAULT CIRCUIT

INTERRUPTER

GL GLASS

GLU LAM GLUED LAMINATED LUMBER

GSM GALVANIZED SHEET METAL

GYP BD GYPSUM BOARD

HB HOSE BIBB

HCWD HOLLOW CORE WOOD

DOOR

HD HAND DRYER

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORZ; HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL

SECTION

ID INSIDE DIAMETER

INS; INSUL INSULATION

INT INTERIOR

ISO ISOMETRIC

JAN CLO JANITOR CLOSET

J-BOX JUNCTION BOX

JT JOINT

LAM GL LAMINATED GLASS

LAV LAVATORY

LINO LINOLEUM

LT LIGHT

MAX MAXIMUM

MC MEDICINE CABINET

MECH MECHANICAL

MEMB MEMBRANE

MFR; MNFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

MW MICROWAVE

N NORTH

(N) NEW

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

O/ OVER

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

PDP POWDER DRIVEN FASTENER

PERF PERFORATED

PL PROPERTY LINE

PLAS PLASTER

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PR PAIR

PT PRESSURE TREATED

PTD PAINTED

PV PHOTOVOLTAIC

R RISER; RADIUS

RCP REFLECTED CEILING PLAN

REC RECOMMENDED

REQD REQUIRED

REF REFRIGERATOR

REV REVERSE

RM ROOM

RO ROUGH OPENING

RWL RAIN WATER LEADER

S SOUTH

SAF SELF ADHERED FLASHING

SC SOLID CORE

SCD SEE CIVIL DRAWINGS

SCHED SCHEDULE

SD SMOKE DETECTOR

SED SEE ELECTRICAL DRAWINGS

SF SQUARE FOOT (FEET)

SG SAFETY GLAZING

SHT SHEET

SIM SIMILAR

SLD SEE LANDSCAPE DRAWINGS

SMD SEE MECHANICAL

DRAWINGS

SPD SEE PLUMBING DRAWINGS

SQ SQUARE

SS SHOWER SEAT

SSD SEE STRUCTURAL

DRAWINGS

SST; SSTL STAINLESS STEEL

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SYMM SYMMETRICAL

T TREAD

TB TOWEL BAR

TEL TELEPHONE

THRU THROUGH

TO TOP OF

TOS TOP OF SLAB

TP; TPD TOILET PAPER DISPENSER

TS TUBE STEEL

TYP TYPICAL

T&G TONGUE & GROOVE

TV TELEVISION

UBC UNIFORM BUILDING CODE

UO UNDERSIDE OF

UON UNLESS OTHERWISE NOTED

UR URINAL

UTIL UTILITY

VAR VARIES

VERT VERTICAL

VG VERTICAL GRAIN

VIF VERIFY IN FIELD

W WEST

W/ WITH

WC WATER CLOSET

WO WHERE OCCURS

W/O WITHOUT

WD WOOD

WDW WINDOW

WH WATER HEATER

WP WATER PROOF;

WATERPROOFING

WR WASTE RECEPTACLE

WWM WELDED WIRE MESH

1. THESE NOTES APPLY TO ALL DRAWINGS AND GOVERN UNLESS NOTED OR

SPECIFIED FOR MORE SPECIFIC REQUIREMENTS APPLICABLE TO PARTICULAR

DIVISIONS OF THE WORK. SEE SPECIFICATIONS AND SHEET NOTES CONTAINED IN

SUBSECTIONS OF THESE DRAWINGS.

2. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION AND THE

SPECIFICATIONS SUPPLEMENT THESE DRAWINGS AND ARE A PART OF THE

CONTRACT DOCUMENTS.

3. CONTRACTOR SHALL VISIT SITE AND BE FULLY COGNIZANT OF ALL FIELD

CONDITIONS PRIOR TO SUBMITTING BID. ANY CONFLICTS OR DISCREPANCIES

BETWEEN THE DRAWINGS AND SITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT

TO THE CONTRACTING OFFICER.

4. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS IN FIELD. ON DRAWINGS,

ONLY WRITTEN DIMENSIONS SHALL BE USED. DO NOT SCALE DRAWINGS.

CONTRACTOR SHALL VERIFY AND BE MADE COMPLETELY RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB. ARCHITECT MUST BE NOTIFIED IN

WRITING OF ANY PROPOSED OR REQUIRED VARIATIONS FROM THE DIMENSIONS AND

CONDITIONS SHOWN, AND A WRITTEN CHANGE ORDER ISSUED BEFORE MAKING ANY

CHANGES AT THE JOB SITE.

6. BY ACCEPTING AND USING THESE DRAWINGS, CONTRACTOR AGREES THAT HE

SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS

DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF

ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY

CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

7. CONTRACTOR ACKNOWLEDGES THOROUGH FAMILIARIZATION WITH THE

BUILDING SITE CONDITIONS, WITH THE DRAWINGS AND SPECIFICATIONS, WITH THE

DELIVERY FACILITIES, AND ALL OTHER MATTERS AND CONDITIONS WHICH MAY

AFFECT THE OPERATIONS AND COMPLETION OF THE WORK, AND ASSUMES ALL RISK

THEREFROM.

8. THE DRAWINGS SCHEMATICALLY INDICATE EXISTING AND NEW

CONSTRUCTION. DUE TO THE NATURE OF THE WORK, ADJUSTMENTS WILL LIKELY BE

REQUIRED IN THE FIELD TO MEET THE DESIGN OBJECTIVES.

9. DRAWINGS INDICATE NEW CONSTRUCTION UNLESS NOTED AS (E) FOR

"EXISTING". THE CONTRACTOR SHOULD ANTICIPATE BASED ON EXPERIENCE, A

REASONABLE NUMBER OF ADJUSTMENTS AND REPAIR TO EXISTING CONDITIONS TO

BE NECESSARY TO MEET THE DESIGN OBJECTIVES.

10. THE VISITOR CENTER HAS BEEN DETERMINED INDIVIDUALLY ELIGIBLE FOR

LISTING IN THE NATIONAL REGISTER OF HISTORIC PLACES. ALL WORK PERTAINING

TO THE REHABILITATION OF THE EXISTING BUILDING SHALL COMPLY TO THE

SECRETARY OF INTERIOR STANDARDS FOR REHABILITATION.

DOOR SYMBOL

WALL TYPE

WINDOW SYMBOL

DETAIL:

DETAIL NUMBER

SHEETS SYMBOL OCCURS ON

SHEET SYMBOL REFERENCES

NORTH ARROW

SECTION:

SECTION NUMBER

SHEETS SYMBOL OCCURS ON

SHEET SYMBOL REFERENCES

INTERIOR ELEVATION:

ELEVATION LETTERS

SHEET SYMBOL REFERENCES

CENTER LINE

DIMENSION

PL

AN

N O

R

TH

A3.6

ALIGN ITEMS

SHEET SYMBOL

ELEVATION:

ELEVATION NUMBER

SHEETS SYMBOL OCCURS ON

SHEET SYMBOL REFERENCES

A3.1

F G

H E

A3.5

SCALE

A

A0.2

FLOOR PLAN

A

FIRE ALARM

INDICATOR, SED

ARCHITECTURAL STANDARD ELEVATION SYMBOLS

FIRE ALARM PULL

STATION, SED

ELECTRICAL PANEL

OR SIGNAL CABINET,

SED

RECEPTACLE, SED

EXTERIOR

RECEPTACLE, SED

LIGHT SWITCH, SED

TELEPHONE OR DATA,

SED

OCCUPANCY

SENSOR, SED

THERMOSTAT, SMD

RECESSED HOSE

BIBS, SPD

EXIT SIGN, SEDEXIT

MIRROR

HVAC GRILLE, SMD

TV, SED

ARCHITECTURAL STANDARD

REFLECTED CEILING PLAN

SYMBOLS

ARCHITECTURAL STANDARD

SYMBOLS

A2.1

D1

CL

100% CONSTRUCTION DOCUMENTS

A0.1

ARCHITECTURAL

ABBREVIATIONS AND

NOTES

CS

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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AutoCAD SHX Text 192523

AutoCAD SHX Text

AutoCAD SHX Text 4/19/24

AutoCAD SHX Text

REHABILITATE WHISKEYTOWN VC

AutoCAD SHX Text

WHISKEYTOWN NATIONAL RECREATION AREA

28'-4"

'-1

0"

'-4

29'-0"

28'-4"

1'-2"

'-7

47'-10"

'-0

6'-91 4"

MEN'S

RESTRM

WOMEN'S

RESTRM

UTILITY

ROOM

VISITOR CENTER

OFFICE/

STORAGE

SCALE

A1.0

DEMO FLOOR PLAN

I

DEMO (E) NPS INFORMATION DESK

DEMO (E) MUSEUM/EXHIBIT DISPLAY

CASES AND PHOTOVOLTAIC EXHIBIT WITH

METER AND WIRING. PROTECT, REPAIR,

CLEAN AND MAINTAIN THE SURFACE OF

THE EXPOSED MASONRY STONE WALL.

SEE GENERAL NOTE 3 NO WORK TO BE

PERFORMED AT INTERIOR

OF RESTROOMS

REMOVE (E) CARPET & GLUE,

REPAIR/REFINISH ORIGINAL

SEALED CONC. SEE SPECS.

DEMO (E) (2) 6x6 POSTS AND (2)

CROSS-BEAMS AT FRAMING

ABOVE, SSD

MODIFY/CUT (E) WD SILL PLATE AND

REDWOOD TRIM TO ACCOMMODATE (N)

DOOR OPENINGS IN THESE BAYS ONLY.

REMOVE LOWER WINDOW JAMBS AND

SILLS. HIGH WINDOW JAMBS/SILL REMAIN.

DEMO ALL (E) EXTERIOR WINDOWS

AT VISITOR CENTER.

SEE GENERAL NOTE 1

REMOVE EX. GYPBD & MISC STUD SUPPORTS

ALONG TOP OF WALL IN FORMER CLERESTORY

WINDOW AREA. SALVAGE REDWD TRIM. PREP FOR

NEW FAUX WINDOWS. REINSTALL TRIM.

DEMO (E) NON-HISTORIC DOOR.

(E) WD JAMBS AND HEAD TO REMAIN.

DEMO ALL (E) EXTERIOR WINDOWS

AT VISITOR CENTER.

SEE GENERAL NOTE 1.

REMOVE (E) WD SILL PLATE AND TRIM TO ACCOMMODATE (N)

DOOR. REMOVE LOWER WINDOW JAMBS AND SILLS. HIGH

WINDOW JAMBS/SILL REMAIN.

GENERAL NOTES:

1. ORIGINAL WD JAMBS AND ROUGHSAWN REDWD MULLIONS AND TRIM AT HIGH WINDOWS AND

STOREFRONT WINDOWS/DOOR TO REMAIN, UON. PROTECT IN PLACE DURING CONSTRUCTION.

2. (E) STONE MASONRY WALL AT SITE PLAZA AND AT INTERIOR/EXTERIOR OF BUILDING IS A

CHARACTER DEFINING FEATURE. PROTECT IN PLACE DURING CONSTRUCTION.

3. REMOVE EX. EXHIBIT CASES AT STONE WALL. CAREFULLY REMOVE ANY ATTACHMENTS AT

THE EXHIBIT CASES TO PREVENT DAMAGE TO THE STONE WALL. REPAIR ANY DAMAGE TO THE

STONE FACE.

4. NPS/WNPA TO REMOVE ALL (E) RETAIL DISPLAYS AND EXHIBIT ITEMS PRIOR TO START OF

CONSTRUCTION.

(E) STONE MASONRY WALL, SEE GENERAL NOTE 2

(E) UPPER WINDOWS AT COMFORT STATION TO REMAIN, PROTECT

4 (E) CORNER POSTS TO REMAIN, PROTECT

POSTS AT REAR WALL TO

REMAIN, PROTECT

SAW CUT & DEMO SLAB. EXCAVATE

BELOW SLAB FOR NEW FOUNDATION.

REFER TO STRUCTURAL DRAWINGS.

SAW CUT & DEMO SLAB AS REQUIRED FOR IN-FLOOR DOOR

SWING OPERATOR. REMOVE/REINSTALL TRIM OVER ELEC.

CONDUIT FOR POWER FEED TO OPENER.

DEMO EX. ELEC PANEL, RADIO BOX AND MISC. WIRING

AND CONDUITS, COORDINATE WITH PARK BEFORE

BEGINNING WORK. SEE PHOTOS AND ELECT. SHEETS

REMOVE (E) CARPET & GLUE,

REPAIR/REFINISH ORIGINAL

CONC. FLOOR, SEE SPECS

DEMO GYPBD @ FACE OF EX. WALL FOR NEW PLYWOOD SHEATHING

DEMO GYPBD CEILING

8'

LARGE IN SLAB JUNCTION BOX TO

REMAIN, REUSE FOR ELECTRICAL,

PROVIDE AND INSTALL NEW METAL

PEDESTRIAN LOAD COVER PLATE.

SAW CUT & DEMO SLAB. EXCAVATE

BELOW SLAB FOR NEW FOUNDATION.

REFER TO STRUCTURAL DRAWINGS.

REMOVE SELECTED ROTTEN /

DETERIORATED WD WINDOWS SILLS AND

TRIM, SEE ELEVATIONS

SCALE OF FEET

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

DEMO

FLOOR PLANA1.0

PL

AN

N O

R

TH

100% CONSTRUCTION DOCUMENTS

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

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DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

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TITLE OF SHEET

AutoCAD SHX Text

AutoCAD SHX Text 192523

AutoCAD SHX Text

AutoCAD SHX Text 4/19/24

AutoCAD SHX Text

REHABILITATE WHISKEYTOWN VC

AutoCAD SHX Text

WHISKEYTOWN NATIONAL RECREATION AREA

28'-4"

'-1

0"

'-4

29'-0"

28'-4"

1'-2"

'-7

47'-10"

'-0

6'-91 4"

MEN'S

RESTRM

WOMEN'S

RESTRM

UTILITY

ROOM

VISITOR CENTER

OFFICE/

STORAGE

8'

NEW CUSTOM SERVICE COUNTER, SEE SHT. A7.1

CASEWORK,

SEE SHT. A7.1

SCALE

A2.0

PROPOSED FLOOR PLAN

I

LINE OF CEILING

TRANSITION ABOVE

A4.0

A3.0

A3.0

A3.0

A3.0

A4.0

STRIP PAINT FROM (E) MULLIONS,

TRIM AND JAMBS. REPAIR OR

REPLACE IN KIND AS REQ'D, PREP

AND REPAINT

REPAIR, PREP AND STAIN

REMAINING 6X6 POSTS AND

BEAMS

NO WORK TO BE

PERFORMED AT INTERIOR

OF RESTROOMS

INSTALL BOLLARD MOUNTED PUSH PLATE

FOR AUTOMATIC DOOR OPENER. ACTUATOR

INSTALLED AT WEST LEAF OF MAIN DOORS.

BASE BID: INSTALL NEW GYP. BD. WALL SURFACE, FINISH AND PAINT.

BID OPTION: PROVIDE 1X4 T&G PANELING THIS WALL, SEE 2/A4.0

RE-ESTABILISH WINDOW FRAMES FOR (5) NEW FAUX CLERESTORY

WINDOWS, CLEAN AND PREP ORIGINAL WOOD MULLIONS, JAMBS, AND

TRIM, OR RECONSTRUCT TO MATCH. SEE DETAIL SHEET 7.0

NEW WINDOWS IN EXISTING WINDOW

OPENINGS, TYP.

3 -

A7.1

A7.0

REPLACE (E) DOOR W/ NEW DOOR

NEW GLAZED ENTRY DOORS

NEW GLAZED ENTRY DOORS

NEW STRUCTURAL

STEEL BRACE, SSD

INSTALL NEW PLYWOOD SHEAR WALL. REFER TO

STRUCTURAL DRWS.

A7.0

NEW STRUCTURAL STEEL BRACE, SEE SSD

A2

A4.1

A4.1

EP

(N)

A7.0

C C

A2

A1A1A1A1

A1

A1

C

C

B1

B1

B2

B2 B1 B1 B1 B1 B1 B1

A4.0

- 3 2-

A4.0

REPLACE ELECTRICAL PANEL, SEE ELECT. DWGS

INSTALL AUTOMATIC DOOR CONTROL PANEL

ADJACENT TO THE ELECT. PANEL

SEMI-RECESSED FIRE

EXTINGUISHER CABINET

FIRE ALARM PULL BOX

AND ANNUNCIATOR

FIRE ALARM

PULL BOX

SCALE OF FEET

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

PROPOSED

FLOOR PLANA2.0

PL

AN

N O

R

TH

100% CONSTRUCTION DOCUMENTS

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SUB SHEET NO.

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SHEET

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OF

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TITLE OF SHEET

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AutoCAD SHX Text 192523

AutoCAD SHX Text

AutoCAD SHX Text 4/19/24

AutoCAD SHX Text

REHABILITATE WHISKEYTOWN VC

AutoCAD SHX Text

WHISKEYTOWN NATIONAL RECREATION AREA

16'-8" 16'-0"

3' -1

0"

2' -9

FACE OF EXTERIOR WALL BELOW,

SHOWN DASHED

(E) STANDING SEAM MTL ROOF TO

REMAIN, PROTECT IN PLACE

(E) HVAC UNIT TO REMAIN,

PROTECT IN PLACE

SL

O

PE

4:

TY

P.

(E) PV PANELS TO REMAIN,

PROTECT IN PLACE

BID OPTION - REMOVE EX. EXISTING

CRICKET MEMBRANE ROOF SYSTEM

& INSTALL NEW ASSEMBLY, REFER

TO BID OPTION DETAIL SHEETS.

8'-0"

REPLACE WIRE MESH IN

VENTILATION SPACE BETWEEN

ROOFS, MATCH (E) MESH DENSITY.

SCALE

A2.1

EXISTING ROOF PLAN (REFER TO BID OPTION)

I

SCALE OF FEET

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

100% CONSTRUCTION DOCUMENTS

EXISTING

ROOF PLANA2.1

PL

AN

N O

R

TH

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

AutoCAD SHX Text

AutoCAD SHX Text 192523

AutoCAD SHX Text

AutoCAD SHX Text 4/19/24

AutoCAD SHX Text

REHABILITATE WHISKEYTOWN VC

AutoCAD SHX Text

WHISKEYTOWN NATIONAL RECREATION AREA

16'-8" 16'-0"

3' -1

0"

2' -9

FACE OF EXTERIOR WALL BELOW,

SHOWN DASHED

(E) STANDING SEAM MTL ROOF TO

REMAIN, PROTECT IN PLACE

(E) HVAC UNIT TO REMAIN,

PROTECT IN PLACE

SL

O

PE

4:

TY

P.

(E) PV PANELS TO REMAIN,

PROTECT IN PLACE

NEW WOOD FRAMED CRICKET WITH A

MEMBRANE ROOF SYSTEM. REFER TO

DETAILS

8'-0"

SL

O

PE

T

YP

SL

O

PE

T

YP

4.3

PROFILE OF NEW COUNTER

FLASHING EXTENDED 12" MIN

UNDER MODIFIED METAL ROOF

PANELS (@ VALLEY)

2 4.

NEW RIDGE

N

EW

V

AL

LE

Y

(T

YP

REMOVE & SALVAGE EXISTING

METAL ROOF EA. SIDE OF NEW

CRICKET. INSTALL MODIFIED

EXISTING COMPONENTS TO

ACCOMMODATE NEW CRICKET

EXTEND END OF MEMBRANE ROOF &

FLASHING OVER AND DOWN FASCIA TO

ENSURE STORM WATER DISCHARGE.

BLIND FASTEN MEMBRANE.

SCALE

A2.2

ROOF PLAN - BID OPTION

I

SCALE OF FEET

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

100% CONSTRUCTION DOCUMENTS

ROOF PLAN

BID OPTIONA2.2

PL

AN

N O

R

TH

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DRAWING NO.

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OF

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TITLE OF SHEET

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REHABILITATE WHISKEYTOWN VC

AutoCAD SHX Text

WHISKEYTOWN NATIONAL RECREATION AREA

REMOVE (E) TRACK AND MOUNTED

LIGHTING AND ASSOCIATED WIRING BACK

TO PANEL.

REMOVE (E) GYP BD

CEILING @ OFFICE/

STORAGE

REMOVE (E) WD FRAMED ATTIC ACCESS

HATCH.

REMOVE (E) LIGHTING

AND CEILING DEVICES AT

OFFICE

REMOVE (E) UNUSED MECHANICAL

REGISTER IN WALL ABOVE DESK. PATCH

AND PAINT (E) GYPSUM

SCALE

X1.1

DEMOLITION REFLECTED CEILING PLAN

I

REMOVE (E) GYPBD CEILING IN VISITOR

CENTER, DEMO EX. INSULATION BETWEEN

CEILING FRAMING MEMBERS. SALVAGE

MECH. REGISTERS, GRILLS, ETC. AND

REFINISH BEFORE REINSTALLING

REMOVE, CLEAN & TURN ORIGINAL

PENDANT LIGHTS OVER TO PARK FOR

STORAGE. REINSTALL AFTER NEW

CEILING IS INSTALLED.

REMOVE (E) TRIM (TYP)

MAINTAIN & PROTECT EX.

FAUX BEAM

REMOVE MISC. SMOKE

DETECTORS, SENSORS

AND ALARMS

MEN'S

RESTRM

UTILITY

ROOM

WOMEN'S

RESTRM

SALVAGE (E) MECH. GRILLES FOR

REINSTALLATION, TYP. OF 3

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WHISKEYTOWN NATIONAL RECREATION AREA

MEN'S

RESTRM

WOMEN'S

RESTRM

UTILITY

ROOM

VISITOR CENTER

OFFICE/

STORAGE

SCALE

A2.2

REFLECTED CEILING PLAN

I

INSTALL ORIGINAL

PENDANT LIGHTING, SED

(E) ELEC. FIXTURES, VENTS AND PANELING

AT EXTERIOR SOFFIT TO REMAIN. PROTECT

IN PLACE DURING CONSTRUCTION

PROVIDE NEW 58" TH. GYPBD CEILING

THROUGHOUT VISITOR CENTER

(E) REGISTERS, RE-FINISH AND

REINSTALL WITH NEW CEILING (4), TYP.

NEW LIGHTING THROUGHOUT,

SEE ELECT. DWGS. COR

APPROVAL OF PROPOSED

LIGHTING LOCATIONS REQUIRED.

GENERAL NOTES:

1. PRIOR TO START OF WORK, REFER TO BOTH DEMO AND

PROPOSED DRAWINGS

NEW 58" GYP BD CEILING @

OFFICE/ STORAGE

PROVIDE (N) 30" X 30" INSULATED ATTIC

ACCESS HATCH. ADJUST (E) FRAMED

OPENING AS REQ.

NEW CEILING INSULATION, REFER

TO BUILDING SECTION FOR TYPES

& LOCATIONS

INSTALL NEW WOOD TRIM TO

MATCH EX. SIZE & CONFIGURATION

(TYP)

AT VERT FACE OF ATTIC, PATCH GYPSUM BD.

ASSOCIATED WITH THE HVAC REG. REMOVAL

MEN'S

RESTRM

UTILITY

ROOM

WOMEN'S

RESTRM

2'

4'

TYP.

4'-4"

2'

4'

TYP.

4'-4"

4'-4"

4', TYP.

2'

1'

EQ.EQ.

3'-6"

3'-6"

TYP.

3'-6"

3'-6"

5'5' 1'-3" 3'-8"

2'-2"

EQ.EQ.

11'

6'

SCALE OF FEET

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

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REFLECTED CEILING PLANA2.4

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WHISKEYTOWN NATIONAL RECREATION AREA

(E) COMFORT STATION ADDITION NIC, TYP

A7.0

TYP.

A7.0

TYP.

DEMO EXISTING DOOR & FRAME

DEMO EXISTING WINDOW UNITS

& PREP OPENINGS FOR NEW

UNITS, TYP.

DEMO EXISTING WINDOW UNIT & PREP

OPENING FOR NEW DOOR & FRAME

8' -1

1 4" V

IF

(T

YP

SCALE

A3.0

SOUTH ELEVATION

I

REMOVE ELECT. RECEPT, BOX AND

CONDUIT BACK TO SOFFIT JB

SCALE

A3.0

NORTH ELEVATION

I

(E) COMFORT STATION ADDITION NIC, TYP

DEMO EXISTING WINDOW

UNITS & PREP OPENINGS

FOR NEW UNITS (TYP)

REMOVE CONDUITS AND

WIRING FOR GROUND

MOUNTED PV SYSTEM,

PATCH HOLE IN STONE WALL

REMOVE CONDUITS AND

TELECOMM CABLE

PV DISCONNECT TO REMAIN

(E) COMFORT STATION ADDITION NIC, TYP

SCALE

A3.0

EAST ELEVATION

I

DEMO EXISTING WINDOW

UNITS & PREP OPENINGS

FOR NEW UNITS (TYP)

SCALE

A3.0

WEST ELEVATION

I

REMOVE FIBER CEMENT

SIDING PLANK SKIRT

DEMO EXISTING WINDOW UNITS & PREP

OPENING FOR NEW DOORS & FRAMES

DEMO EXISTING WINDOW UNITS & PREP

OPENINGS FOR NEW UNITS (TYP)

8' -1

1 4" V

IF

(T

YP

1' -6

1 2" 4'

-8 1 2"

1' -5

LEGEND

NO WORK TO BE

PERFORMED

SCALE OF FEET

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

ELEVATIONS -DEMOA3.0

100% CONSTRUCTION DOCUMENTS

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WHISKEYTOWN NATIONAL RECREATION AREA

(E) HVAC UNIT TO REMAIN,

PROTECT IN PLACE

(E) COMFORT STATION ADDITION NIC, TYP

A7.0

TYP.

A7.0

TYP.

SCALE

A3.1

SOUTH ELEVATION

I

NEW WINDOW UNITS IN ORIGINAL

WINDOW OPENINGS, TYP.

EXISTING ROOF TO REMAIN.

NEW INSECT SCREENING AT EX. LOUVERS. INSTALL ON

ATTIC SIDE OF LOUVERS (TYP)

NEW GLAZED ENTRY DOORS

8' -1

1 4" V

IF

(T

YP

REFER TO BID OPTION - PROPOSED CRICKET

NEW BOLLARD MOUNTED AUTOMATIC DOOR

SENSOR TO ACTIVATE WEST DOOR LEAF

REPLACE WD. TRIM & SIDING IN

KIND, STAIN

(E) COURSED RUBBLE

MASONRY WALL, PROTECT

STRIP EX. FASCIA AND APPLY

FIRE RETARDANT

PAINT/STAIN

CLEAN STAIN/BIOGROWTH

FROM WALL, THIS AREA

CLEAN STAINING/

BIOGROWTH, THIS AREA

(E) PROPANE LINE ON

BUILDING TO REMAIN, TYP.

NEW WINDOW UNITS IN ORIGINAL

WINDOW OPENINGS, TYP.

(E) COMFORT STATION ADDITION NIC, TYP

SCALE

-2 A3.1

NORTH ELEVATION

I

REFER TO BID OPTION - PROPOSED CRICKET

SALVAGE, REPAIR OR RECONSTRU

REDW. WINDOW TRIM TO MATCH

ORIGINAL AND PAINT, TYP.

(E) PLAZA CANOPIES,

TYP. NIC

(E) COMFORT STATION ADDITION NIC, TYP

NEW WINDOW UNITS IN ORIGINAL

WINDOW OPENINGS, TYP.

SCALE

A3.1

EAST ELEVATION

I

REPLACE WOOD TRIM

AND SIDING IN KIND

CLEAN STAINING/

BIOGROWTH, THIS AREA

NEW GLAZED ENTRY DOORS

NEW WINDOW UNITS IN ORIGINAL

WINDOW OPENINGS, TYP.

NEW INSECT SCREENING AT EX.

LOUVERS. INSTALL ON ATTIC SIDE

OF LOUVERS (TYP)

STRIP EX. FASCIA AND

APPLY FIRE RETARDANT

PAINT/STAIN

(E) HVAC UNIT TO REMAIN,

PROTECT IN PLACE

(E) PLAZA CANOPIES,

TYP. NIC

8' -1

1 4" V

IF

(T

YP

1' -6

1 2" 4'

-8 1 2"

1' -5

SCALE

A3.1

WEST ELEVATION

I

REPLACE WOOD TRIM AND

SIDING IN KIND, STAIN

STRIP AND STAIN TRIM

AND SIDING, TYP.

REPLACE FIBER CEMENT

SIDING PLANK IN KIND,

PAINT, TYP.

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NO WORK TO BE PERFORMED

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WHISKEYTOWN NATIONAL RECREATION AREA

6' -1

0"

3'-10"

SCALE

A4.0

BUIILDING SECTION

I

NEW SERVICE COUNTER, SEE

CASEWORK DETAILS A7.1

EXPOSED STONE

MASONRY WALL VISITOR

CENTER

OFFICE/

STORAGE

(E) COMFORT STATION ADDITION NIC, TYP

COMFORT

STATION

A7.0

NEW R-38 CEILING BATT

INSULATION

DEMO EXISTING CEILING, INSTALL NEW R-38

BATT INSULATION & INSTALL NEW GYPBD.

CEILING (STORAGE/OFFICE)

6'-8"

INSULATED ATTIC

ACCESS HATCH

NEW TUBE STEEL

STRUCT. FRAME ALIGNED

WITH EXISTING WINDOW

MULLIONS AND ADD'L

CONC. FOUNDATION, PER

STRUCTURAL PLANS

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

'-1

0"

8' -1

0"

3'-10"

SCALE

A4.0

BUILDING SECTION

I

DEMO EX. GYPBD. CEILING, INSTALL NEW SUB

FRAMING (2X4 @ BOT. OF EA. EX. 2X6 RAFTER)

TO INCREASE DEPTH OF FRAMING. INSTALL

NEW BATT INSULATION (R-30, 10" NOM).

MAINTAIN 2" VENTED SPACE BETWEEN BATT

AND UNDERSIDE OF ROOF SHEATHING

2'-0"

REMOVE, CLEAN AND REINSTALL PENDANT

LIGHT (3 TYP) 12" SOUTH OF CURRENT

LOCATION

REPLACE VENT SCREENING IN KIND

NEW R-30 CLOSED CELL SPRAY

FOAM BETWEEN CEILING AND EX.

PLYWOOD FLOORING

COMFORT STATION ROOF

PROFILE BEYOND

R-38 BATT INSULATION

BETWEEN CEILING RAFTERS

A4.0

NEW 4" RUBBER BASE, TYP.

BASE BID: (E) GYPBD.,

PATCH AND REPAINT

STEEL STRUCT. BRACE

AND FOUNDATION, SSD

F.E.

SCALE

A4.0

BUILDING SECTION

I

VISITOR

CENTER

(E) HIGH SOFFIT

DEMO EX. GYPBD. CEILING, INSTALL NEW SUB

FRAMING (2X4 @ BOT. OF EA. EX. RAFTER) TO

INCREASE DEPTH OF FRAMING. INSTALL NEW

BATT INSULATION (R-30, 10" NOM). MAINTAIN 2"

VENTED SPACE BETWEEN BATT AND

UNDERSIDE OF ROOF SHEATHING, TYP EA.

SIDE & AT FRONT SLOPED CEILING

DEMO EX. GYPBD. CEILING @ SOFFIT.

INSTALL NEW BATT INSULATION (R-30,

10" NOM) & GYPBD. SHEATHING.

DEMO ABANDONED HVAC

GRILL & INFILL OPENING WITH

FRAMING. INSTALL NEW

GYPBD. SHEATHING

DEMO EX. GYPBD. CEILING @ WALL.

REFURBISH & REINSTALL ALL ACTIVE

HVAC GRILLS INSTALL NEW BATT

INSULATION (R-30, 10" NOM) BETWEEN

EX. FRAMING & & INSTALL GYPBD.

SHEATHING.

NEW SERVICE COUNTER, REFER

TO CASEWORK DETAILS A7.1

STONE MASONRY WALL

STEEL STRUCT.FRAME

AND ADD. FOUNDATION,

SSD

SCALE OF FEET

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

100% CONSTRUCTION DOCUMENTS

BUILDING SECTIONS

AND INT. ELEVATIONSA4.0

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WHISKEYTOWN NATIONAL RECREATION AREA

SCALE

A4.1

INTERIOR ELEVATION

I

OFFICE/

STORAGE

NEW WINDOW UNITS, SEE

WINDOW SCHEDULE

NEW ENTRY DOORS

VISITOR

CENTER

NEW GYPBD. CEILING,

PAINTED

STEEL STRUCT. FRAME

AND FOUNDATION, SSD

SCALE

A4.1

BUIILDING SECTION

I

DEMO EXISTING WINDOWS &

PREP OPENING FOR NEW

DOORS & FRAMES

NEW WINDOW UNITS, TYP.

REFER TO WINDOW SCHEDULE

NEW WINDOW UNITS, TYP.

REFER TO WINDOW

SCHEDULE

STEEL STRUCT. BRACE

AND FOUNDATION, SSD

NEW SERVICE DESK

AND CABINETS

SCALE

A4.1

INTERIOR ELEVATION- OFFICE

I

INSTALL NEW GYPBD. OVER

PLYWD. SHEAR WALL, PAINT

PROFILE OF COMFORT

STATION ROOF IN

FOREGROUND

PROFILE OF VISITOR CENTER

ROOF, BEYOND

NEW DOOR AND FRAME

PATCH AND PAINT GYPBD.

WALL AFTER COMPLETION OF

ELECTRICAL WORK

NEW 4" RUBBER BASE, TYP.

NEW ELECT. SUBPANEL

(E) ELECT. SERVICE CONDUIT

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AND INT. ELEVATIONSA4.1

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WHISKEYTOWN NATIONAL RECREATION AREA

EXTERIOR FINISH SCHEDULE

ITEM/SURFACE MATERIAL FINISH COLOR

FASCIA & TRIM REDWOOD PAINT DARK BROWN, TO MATCH (E)

SIDING & WINDOW

MULLIONS

REDWOOD CLEAR COAT NATURAL

WINDOW & DOOR

FRAMES AND TRIM

REDWOOD STAIN MED-DARK BROWNE

WINDOWS ALUMINUM FACTORY FINISH MED. BRONZE

DOORS ALUMINUM FACTORY FINISH MED. BRONZE

MASONRY WALL NATIVE STONE NO FINISH

INTERIOR FINISH SCHEDULE

ITEM/SURFACE MATERIAL FINISH COLOR

FLOOR CONCRETE LIGHT POLISH AND

SEAL

(E) TO REMAIN

WINDOW & DOOR

FRAMES, MISC. TRIM

REDWOOD CLEAR COAT TO MATCH EXISTING

UPPER WALLS &

CEILING

GYP BOARD PAINT-EGGSHELL OFF-WHITE, SIM. TO "SWISS

COFFEE"

CASEWORK /

CABINETRY

REDWOOD CLEAR COAT NATURAL

MASONRY WALLS NATIVE STONE NONE NONE

BASE RUBBER INTEGRAL COLOR SIM TO BURKE #502 BROWN

OFFICE FLUSH DOOR WOOD CLEAR COAT NATURAL

BID OPTION: 1X4 T&G

PANELING

REDWD CLEAR COAT NATURAL

DOORS AND WINDOWS SCHEDULE

DOORS MATERIAL FINISH COLOR OPERATION / HARDWARE

1 ENTRY ALUMINUM,

TEMPERED GLAZING

FACTORY FINISH DARK BROWN / MED. BRONZE AUTOMATIC DOOR OPENER

ON 1 LEAF, PUSH/PULL

HANDLES, KEYED DEADBOLT

LOCK

2 OFFICE SOLID CORE STAIN

GRADE WOOD SLAB

STAIN MEDIUM REDWD COLOR KEYED LOCKSET

WINDOWS

A1 ALUMINUM,

TEMPERED GLAZING

IN MIDDLE AND

LOWER WINDOWS

FACTORY FINISH DARK BROWN / MED. BRONZE TRIPLE SET OF WINDOWS,

HOPPER OVER 2 FIXED UNITS,

DOUBLE PANE, LOW-E

A2 ALUMINUM,

TEMPERED GLAZING

IN MIDDLE AND

LOWER WINDOWS

FACTORY FINISH DARK BROWN / MED. BRONZE TRIPLE SET OF FIXED UNITS,

DOUBLE PANE, LOW-E

B1 ALUMINUM FACTORY FINISH DARK BROWN / MED. BRONZE DOUBLE PANE, LOW-E

HOPPER

B2 ALUMINUM FACTORY FINISH DARK BROWN / MED. BRONZE DOUBLE PANE, LOW-E FIXED

B3 ALUMINUM FACTORY FINISH DARK BROWN / MED. BRONZE FIXED SINGLE PANE UNIT, W/

PRIVACY FILM

C ALUMINUM FACTORY FINISH DARK BROWN / MED. BRONZE HOPPER, DOUBLE PANE,

LOW-E, OVER ENTRY DOOR

+/-3'-61 4"

DOOR SCHEDULE WINDOW SCHEDULE

- 7

'-0 " V

IF

** DIMENSIONS SHOWN ARE APPROXIMATE.

VERIFY ALL OPENINGS IN THE FIELD

** DIMENSIONS SHOWN ARE APPROXIMATE.

VERIFY ALL OPENINGS IN THE FIELD

+/-3'-61 4"

LHR

3'-0"

6' -8

1' -5

4'

-8 1 2"

1' -5

1' -7

3 4"

+/-3'-61 4" +/-3'-61

4"

1' -7

3 4"

C

RHR A1 A2

B1 B2

FIXED

FIXED

FIXED

FIXEDFIXED

FIXED

B3

FIXED

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SCHEDULESA4.2

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WHISKEYTOWN NATIONAL RECREATION AREA

6' -1

0"

SCALE

A4.3

BUIILDING SECTION - BID OPTION

I

VISITOR

CENTER

OFFICE/

STORAGE

(E) COMFORT STATION ADDITION NIC, TYP

COMFORT

STATION

8'-0"

NEW CRICKET

PROPOSED CRICKET (BID OPTION)

SCALE

A4.3

BUIILDING SECTION - BID OPTION

I

SCALE

A4.0

INTERIOR ELEVATION - BID OPTION

I

SCALE

A4.3

ROOF CRICKET

F

METAL ROOF ASSEMBLY (E), CAREFULLY REMOVE & SALVAGE

PANELS. INSTALL NEW CRICKET ROOF & COUNTER

FLASHING THEN RE-INSTALL PANELS (TYP EACH SIDE)

7'-117 8"

STANDING SEAM BEYOND

CONCEALED FASTENER AT STANDING SEAM

EXTEND NEW MEMBRANE UP EX. ROOF

SLOPE SHEATING UNDER METAL ROOF

NEW MEMBRANE COUNTER FLASHING

UNDER METAL ROOF, EXTEND 8" EW

EX. ROOF FRAMING &

SHEATHING TO REMAIN

NEW BATT INSULATION

BETWEEN EX. CEILING

FRAMING (TYP)

NEW GYPBD. CEILING (PAINTED)

DRILL 2" DIA. @ 16" OC THROUGH EXISTING SHEATHING TO

PROMOTE CONCEALED SPACE VENTING (TYP EA. SIDE)

PARALLEL 2 X 6 WOOD PLATES. ATO RECEIVE

NEW CRICKET RIDGE AND FRAMING MEMBERS.

ANCHOR PLATES TO EXISTING ROOF RAFTERS

2" PLYWOOD ROOF SHEATHING OVER 2X6

RIDGE WITH 2X6 @16" OC FRAMING

DEMOLISH EX. CRICKET ROOF ASSEMBLY

FULLY ADHERED MEMBRANE ROOFING

UNDERLAYMENT BD. (AS REQ. BY MEMBRANE

MANUFACTURER) TO RECEIVE. EDPM. FASTEN

BD. THROUGH PLYWOOD TO FRAMING

2X6 FRAMING AT 12" O.C., WITH JOIST HANGERS

BOTTOM OF RIDGE BEYOND

SCALE OF FEET

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

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BID OPTIONA4.3

SCALE OF FEET

0 1 2 3

3/4" = 1'-0"SCALE F

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WHISKEYTOWN NATIONAL RECREATION AREA

A7.0

(E) WINDOW MULLIONS/JAMB/HEAD/SILL

B

2" 5"

1"51 2"1"

1 2" 1"

5 8"

A. JAMB, HEAD & SILL

B. HORIZ. MULLION &

2" 5"

5 8" 13 8"

5 8"

15 8" 1 2"

SILL AT HIGH WINDOWS

25 8"

21 8"

1' -1

0"

8' -1

0"

8"

4"

1' -5

W

D O

. D

IM

25 8"

4' -8

/8

W

D O

. D

IM

25 8"

1' -5

W

D O

. D

IM

23 8"

7' -0

SCALE

A7.0

WINDOW SILL & HEAD DETAILS

C

(E) WD HORIZTONAL

MULLION

(E) WD WINDOW SILL

(E) 1/2" ROUGHSAWN

REDWD O/ WD FRAMED

CURB

(N) ALUM FIXED

WINDOW

(E) WD HORIZTONAL

MULLION

(E) WD WINDOW HEAD

LOW CEILING WHERE

OCCURS, 1/2" GYP BD

(N) HOPPER (INWARD

PROJECTING) ALUM

WINDOW, WHERE OCCURS

SCALE

A7.0

ALUM EXT. DOOR HEAD & THRESHOLD DETAILS

C

(N) ALUM DOOR

FLOOR CLOSER

FIELD-APPLIED STOP

(E) WD HORIZTONAL

MULLION

(N) FIXED ALUMINUM

WINDOW

51 2"

3'-5", TYP. 4'-0" TYP.

SCALE

A7.0

WINDOW & DOOR JAMB DETAILS

C

43 4"

(E) WD WINDOW JAMB

FIELD APPLIED STOP

(N) ALUM DOOR

DOOR THRESHOLD

(N) FIXED ALUMINUM

WINDOW

7' -0

(E) WD JAMBS, TYP.

2"

3B

A7.0 TYP.

3A A7.0

TYP.

3A A7.0

TYP.

3A

A7.0 TYP.

SEALANT AT FRAME

PERIMETER, TYP.

(E) WD WINDOW JAMB

HSS, SSD, WHERE

OCCURS

(N) FIXED ALUMINUM

WINDOW

MODIFY EX TRIM & PROFILE TO

ACCOMMODATE NEW METAL POWER

CONDUIT & DOOR CONTROL WIRING

PAINT FINISH, REFER TO

PAINT SPECIFICATION

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A7.0

WINDOW AND STEEL FRAMING

C

SCALE

A7.0

FAUX WINDOW (BID OPTION)

C

(N) FIXED ALUMINUM WINDOW W/ PRIVACY

GLAZING, SEE WINDOW SCHEDULE, WINDOW B2

VISITOR CENTER

STORAGE ROOM3

4" PLYWOOD, PAINTED

ON WINDOW SIDE

GYPBD. PAINTED, TYP.

4" SPACER

(E) TRIM AND FRAMING, CLEAN AND REPAIR,

REPLACE IF MISSING

REPLACE FIBER

CEMENT SIDING

PLANK IN KIND, WOOD

TEXTURE, PAINT

100% CONSTRUCTION DOCUMENTS

OPENING

DETAILSA7.0

SCALE OF INCHES

3" = 1'-0"SCALE C

SCALE OF INCHES

SCALE B

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REHABILITATE WHISKEYTOWN VC

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WHISKEYTOWN NATIONAL RECREATION AREA

A7.1

POINT OF SALE STATION

E

2' -1

0"

1"

4"

2X4 PONY WALL,

SECURE TO POSTS

AND FLOOR 2"

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PARTITION WALL

E

3' -4

8"

LAMINATE

COUNTERTOP O/ 1"

PLYWD, TYP. WRAP

UP W/ 25" RADIUS

TOP DRAWER

W/ LOCK

61 2"

EQ

EQ

1"

11 2"1.5" CABLE HOLE

GROMMET IN

SIDE WALL

DATA PORT

RECEPTACLE STRIP (4)

SOLID WOOD

DRAWER

FRONTS, CLEAR

COAT, TYP.

3' -4

11 8"

SOLID WOOD

TOP

1x4 T&G WD

PANELING,

STAINED, TYP.

2X4 STUD

WALL

DRYWALL,

PAINTED

RUBBER BASE @

TOE KICK, TYP.

2"

2" PLYWD.

4"

4"

1x4 T&G WD

PANELING,

STAINED, TYP.

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SERVICE COUNTER - INSIDE

F

2' -1

0"

3' -4

2' -1

0"

3' -4

3'-4"6'-2" 10'-73 4"

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SERVICE COUNTER - PUBLIC FACE

F

2'-43 4" 5'-101

4" 2'-43 4" 3'-6" 3'-43

4" 2'-33 4"

POS POS POS

1'-6" 103 4" 103

4" 1'-6" 1'-6" 93 4"

POS CNTR.

34" FIN. HT.

SERVICE CNTR.

40" FIN. HT. ACCESSIBLE

SERVICE CNTR.

34" FIN. HT.

2'-31 2" 3'-41

2" 3'-4"

POS CNTR.

34" FIN. HT.

2'-43 4"

SERVICE CNTR.

40" FIN. HT.

1' -9

C

AB

. D

EP

TH

1' -6

3 4"

5'-101 4"

POS CNTR.

34" FIN. HT.

2'-43 4"

EXIT

1' -3

3 4" 2'

-2

3' -0

1'

-2

6"

2'-41 2" 1'-11

4" 3'-0" 1'-2"6"

DRAWERS, LOCKED?

TOP DRAWER 6"

DEEP, LOWER

DRAWERS EQ.

FIXED BROCHURE

SHELVES, EQ. HT.

5" MIN. 4"

ADJUSTABLE SHELVES,

4" SOLID WOOD

4' -7

1 2"

V .I.

F.

3' -4

CABINET WITH SHELVES

EX. 6X6 POST, CUT SHELVES

AND CASES TO FIT EX. 6X6 POST

A7.1

CABINET W/ ADJUSTABLE

SHELVES (4), 34" SOLID

WOOD

2' -4

1 2"

A7.1

A7.1

2' -1

0"

RECESSED SURGE PROTECTED

RECEPTACLE (4) STRIP AND DATA

PORTS

T&G PANELING

EDGE OF COUNTERTOP

3' -4

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SERVICE COUNTER - PUBLIC FACE

F

GLASS INSET 18" X 56"

POINY WALL, PAINTED

DRYWALL INSIDE

SURFACE WITH SOLID

WOOD TOP

**FIELD VERIFY ALL DIMENSIONS PRIOR TO SUBMITTING

SHOP DRAWINGS AND BEGINNING FABRICATION.

GLASS INSET 18" X 30"

WOOD FRAMED GATE WITH

SPRING LOADED HINGES

FIT CABINETRY TO STONE

WALL FACE

WOOD PANELLING, TYP.

LAMINATE COUNTERTOP, TYP.

WOOD TOP TRIM

1' -2

1 2" C

AB

. D

EP

TH

PONY WALLPONY WALLEX. POST EX. POST

SCALE

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ACCESSIBLE SERVICE COUNTER

E

3' -4

2"1'-63

4"

2'-41 2"

4"

1x4 T&G WD

PANELING,

STAINED, TYP.

1'-6"5"

SCALE

A7.1

HIGH SERVICE COUNTER

E

2"

16" TEMPERED GLASS,

INSTALL FLUSH W/ SURFACE

OF LAM. COUNTERTOP

2' -1

0"

2"

1'-63 4"

2'-41 2"

4"

1'-6"5"

EX. 6X6 POST

TO REMAIN

2' -4

43 4"

ADJUSTABLE

SHELVES (2,

U.O.N.), SOLID

WOOD, CLEAR

COAT

11 8"

RUBBER BASE @

TOE KICK, TYP.

1'-21 2"

1 0 1 2

SCALE OF FEET

1"=1'-0"SCALE E

100% CONSTRUCTION DOCUMENTS

CASEWORK

DETAILSA7.1

SCALE OF FEET

0 1 2 3

3/4" = 1'-0"SCALE F

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