Attachment C-1 Architectural Plans and Drawings.pdf

PDF 11 MB Posted Aug 4, 2026

Attached to: ITB 14498 Silver Falls State Park North Gateway Visitor Center Interior Electrical
Solicitation number: S-63400-00017666
Issued by: Oregon

About this file

Written by GovTribe AI · Aug 7, 2026

Architectural Plans and Drawings Summary

This document comprises architectural construction plans and drawings for the renovation of an existing residence into the North Gateway Visitor Center at Silver Falls State Park in Silverton, Oregon, prepared for the Oregon Parks and Recreation Department. The project involves converting a 9,987 square-foot multi-story residential structure into a visitor center and office space, with approximately 5,431 square feet on the first floor designated for assembly use (dining, lobby, and conference areas) and 1,618 square feet on the second floor for office use, plus 2,938 square feet of basement space for business offices and storage. The renovation includes comprehensive structural modifications, including the installation of a new elevator, interior demolition and reconfiguration of spaces, extensive mechanical and electrical upgrades, fire suppression systems, and construction of a separate fire pump building with an 11,000-gallon underground fire water storage tank. The building is classified as Construction Type V-B with occupancy classifications of A-2 (dining) and B (office), requiring full-coverage NFPA 13 fire sprinkler protection and accommodating a total occupant load of 254 people across multiple floors.

The project design was developed by Anderson Shirley Architects with structural engineering by Lewis & Van Vleet Structural Engineers and MSC Consulting Engineers, mechanical/plumbing/electrical engineering by MFIA Inc., and fire protection engineering also by MFIA Inc. Construction documents include detailed floor plans, elevations, sections, interior elevations, reflected ceiling plans, and extensive construction details addressing wall types, door schedules, finish schedules, window specifications, and roof/exterior wall construction methodologies. The renovation incorporates energy efficiency measures meeting ASHRAE 90.1-2022 standards for Climate Zone 4, with specifications for insulation values, window performance, and building envelope requirements. Interior finishes include exposed timber beams and T&G wood ceilings in public areas, ceramic tile in restrooms, gypsum board with various paint finishes throughout, and stone veneer and fiber cement panel siding on exterior walls. The project scope also encompasses waterproofing of basement walls, installation of various specialty systems including an elevator, fire alarm and suppression systems, HVAC ductwork and distribution, plumbing fixtures and rough-in work, and comprehensive electrical systems with lighting, power distribution, and technology infrastructure.

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Other files

File	Type	Posted
Attachment C-3 Mechanical Electrical Plumbing Plans and Drawings.pdf	PDF	Aug 4, 2026
ITB 14498 Silver Falls State Park North Gateway Visitor Center Project Interior Electrical.docx	DOCX document	Aug 4, 2026
Attachment B-2 Technical Specifications Divisions 02-28.pdf	PDF	Aug 4, 2026
Attachment C-2 Structural Plans and Drawings.pdf	PDF	Aug 4, 2026
Attachment B-1 Technical Specifications Division 01.pdf	PDF	Aug 4, 2026
Attachment E-1 Inadvertent Discovery Plan~1.pdf	PDF	Aug 4, 2026

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N O

N G

C E

N O

R C

H U

D S

, O R

06/01/26 27

TITLE PAGE

SITE PLAN

GENERAL NOTES

JMR

A0.1

RENOVATION OF EXISTING RESIDENCE

NORTH GATEWAY VISITOR CENTER

SILVER FALLS STATE PARK

21125 HULT RD SE, SILVERTON OR 97381

WALL / BLDG. SECTION

DETAIL NUMBER

SHEET NUMBER

ELEVATION NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

INTERIOR ELEVATIONS

DETAIL REFERENCE

NORTH ARROW

WINDOW TYPE

GLASS TYPE

WALL TYPE

1-HR. RATED WALL

DRAWING SYMBOLS (NOT ALL SYMBOLS MAY BE USED IN THIS PROJECT)

SCALEAX

X DRAWING TITLE

STRUCTURAL GRID LINEX

DOOR NUMBER123

TITLE

ROOM

ROOM NAME / NUMBER

NEW DOOR - REUSE

EXIST. WHERE POSSIBLE

EXISTING DOOR

TO BE REMOVED

SPOT ELEVATION

VICINITY PLAN

N.T.S.

A0.1 SCALE:

OWNER:

OREGON PARKS AND RECREATION DEPARTMENT

725 SUMMER ST NE, SUITE C

SALEM, OR 97301-1266

CONTACT: JAMES ROBINSON

PHONE: 503-428-0851

EMAIL: james.robinson@oprd.oregon.gov

ARCHITECT:

CODE SUMMARY

ANDERSON SHIRLEY ARCHITECTS, INC.

695 COMMERCIAL ST SE SUITE 118

SALEM, OREGON 97301

CONTACT: JOHN SHIRLEY

PHONE: 503-371-1140

EMAIL: john@andersonshirley.com

TITLE PAGE, VICINITY PLAN, & GEN. NOTES

RENOVATE EXISTING UNFINISHED RESIDENCE INTO A

VISITOR CENTER AND OFFICE SPACE

SQUARE FEET

APPROXIMATE

ANCHOR BOLT

BOTTOM OF ...

ABOVE FINISHED FLOOR

ASPHALTIC CONCRETE

CONSTRUCTION

CATCH BASIN

BRG.

CAB.

CER.

COL.

CONC.

CONSTR.

CONT.

C.B.

CABINET

CLOCK

BEARING

CONTINUOUS

CONCRETE

COLUMN

CERAMIC

AGGR.

ALUM.

APPROX.

ARCH.

BRD.

BLDG.

BLK.

BLKG.

B.O.

BM.

ARCHITECT

ALUMINUM

AGGREGATE

BEAM

BLOCKING

BLOCK

BUILDING

BOARD

CL.

PL.

A.B.

A.C.

ACOUS.

A.D.

ADJ.

A.F.F.

AND

PLATE

PLUS/MINUS

CENTER LINE

ADJUSTABLE

AREA DRAIN

ACOUSTICAL

DIA.

DIAMETER

CONTRACTOR INSTALLEDC.I.

CPT. CARPET

DRINKING FOUNTAIN

ELECTRICAL PANEL

FIRE HOSE CABINET

FIRE HYDRANT

FIRE EXTINGUISHER

FLOOR DRAIN

FACE OF STUD

FACE OF MASONRY

FACE OF FINISH

FACE OF CONCRETE

ELECTRICAL WATER COOLER

ELEVATION OR ELEVATOR

EXTERIOR INSULATION & FINISH SYSTEM

FIRE EXTINGUISHER CABINETF.E.C.

FTG. FOOTING

F.HY.

F.H.C.

FIN.

F.O.C.

F.O.F.

F.O.M.

F.O.S.

FLASH.

FINISH/FINISHED

FLASHING

ELEV.

E.P.

EQ.

EQUIP.

E.W.C.

EXIST.

EXT.

F.D.

F.EXT.

E.W.

EQUIPMENT

EQUAL

EXTERIOR

EXISTING

EACH WAY

DBL.

D.F.

DIM.

DWR.

D.S.

EA.

E.I.F.S.

ELEC.

DN.

DIMENSION

DOUBLE

DRAWER

ELECTRICAL

EACH

DOWNSPOUT

DOWN

FRT FIRE RETARDANT TREATED

FLUOR. FLUORESCENT

F.R.P. FIBERGLASS REINFORCED PLASTIC

INSIDE DIAMETER/DIMENSION

INTERCOM SYSTEM STAFF PHONE

LANDSCAPING

LONG LEG HORIZONTAL

LONG LEG VERTICAL

H.B. HOSE BIB

HGT.

HORIZ. HORIZONTAL

HEIGHT

HOLLOW METAL

GLAZED MASONRY UNIT

GA.

GALV.

GL.

H.M.

GYP.

GLZ.C.M.U.

G.B.

GALVANIZED

GAUGE

GYPSUM

HANDICAP

GLASS

GRAB BAR

LLH.

LLV.

INT. INTERIOR

JAN.

IRRIG.

LAM.

LANDSC.

LAV.

KIT.

IRRIGATION

JANITOR

KITCHEN

LAVATORY

LAMINATED

I.D.

INSUL. INSULATION

GLB. GLUE LAM BEAM NOT IN CONTRACT

MARKER BOARD

MECHANICAL

MISCELLANEOUS

ON CENTER

SANITARY NAPKIN DISPOSAL

OVERFLOW DRAIN

OWNER FURNISHED

OWNER INSTALLED

PLASTIC LAMINATE

PROJECTION SCREEN

PAPER TOWEL DISPENSER

ROOF DRAIN

ROUGH OPENING

NOT TO SCALE

OPP. OPPOSITE

R.O.

P. LAM.

PLAS.

RM.

R.D.

RAD.

P.T.D.

PLYWD.

P.S.

PLASTER

PLYWOOD

RADIUS

ROOM

NOM.

NO.

N.I.C.

O.I.

O.F.

O.D.

N.D.

O.C.

N.T.S.

NUMBER

NOMINAL

MAX.

MAG.

M.R.

MT.

MISC.

MIN.

MTL.

MECH.

M.B.

MAGNETIC

MAXIMUM

METAL

MINIMUM

MOUNT

MAP RAIL

M.O. MASONRY OPENING

OFFICEOFE

PREFINISHEDPREFIN.

PRESSURE TREATEDP.T.

M.S. MOP SINK

O.S. OCCUPANCY SENSOR

INTERCOM SYSTEM SPEAKER

SOAP DISPENSER OR SMOKE

SANITARY NAPKIN DISPENSER

SUSPENDED

TACK BOARD

TOP OF ... (SEE B.O.)

TOILET PAPER HOLDER

UNLESS OTHERWISE NOTED

VISUAL STROBE

SEAT COVER DISPENSER

WASH FOUNTAIN

WELDED WIRE FABRIC

STOR. STORAGE

VEST.

VERT.

WDW.

W/O W/ W.W.F.

WD.

W.F.

VERTICAL

VESTIBULE

WOOD

WITH

WITHOUT

WINDOW

SHTHG.

SUSP.

U.O.N.

TYP.

TV.

T.P.H.

T.O.

T.B.

SHEATHING

TELEVISION

TYPICAL

SD.

STL.

STD.

SIM.

S.N.

SHT.

SHR.

S.C.D.

SHOWER

SHEET

SIMILAR

STANDARD

STEEL

ST. STL. STAINLESS STEEL

SYSTEMSYS.

VINYL ASBESTOS TILEVAT

VINYL COMPOSITION TILEVCT

DETECTORMANUFACTURERMFR.

ACT. ACOUSTICAL CEILING TILE

CLEANOUTC.O.

INV. INVERT

EL. ELEVATION

(E) EXISTING

OCCUPANT(S)OCC.

REQUIREDREQ'D.

GRG. GLASS REINFORCED GYPSUM

FURR. FURRING

FT. FOOT/FEET

F.S. FLOOR SINK

FLOORFLR.

CLG. CEILING

CORR. CORRIDOR

CONCRETE MASONRY UNITC.M.U.

ALTERNATEALT.

G.F.C.I. GROUND FAULT CIRCUIT INTERRUPT

MECH. / PLUMBING ENGINEER:

MFIA, INC. CONSULTING ENGINEERS

2007 SE ASH ST.

PORTLAND, OREGON 97214

CONTACT: TAKAKO BAKER

PHONE: 503-234-0548

EMAIL: takako.baker@mfia-eng.com

STATE OF OREGON STRUCTURAL SPECIALTY CODE, 2025

EDITION OF THE 2024 INTERNATIONAL BUILDING CODE

OCCUPANCY:

A-2 (DINING), B (OFFICE)

EXISTING USE: RESIDENTIAL

NEW USE: VISITOR'S CENTER, OFFICE

CONSTRUCTION TYPE: V-B

SPRINKLERS: PROVIDE FULL COVERAGE NFPA 13 SYSTEM

MAX. ALLOWABLE HEIGHT: 2 STORIES / 60 FT (WITH

SPRINKLER INCREASE)

ACTUAL HEIGHT: 2 STORIES / 29'-3" + BASEMENT

MAX. ALLOWABLE AREA (A-2): 18,000 S.F. / FLOOR

ACTUAL AREA:

BASEMENT: 2,938 S.F.

FIRST FLOOR: 5,431 S.F. (INCL. 1,278 ADD'L SQFT)

SECOND FLOOR: 1,618 S.F.

TOTAL AREA: 9,987 S.F.

OCCUPANCY (SEE A0.2):

BASEMENT: 20

2,938SF / 150 SF/OCC. (BUSINESS) = 20 OCC

1ST FLOOR: 223

2ND FLOOR: 11

1,620SF / 150 SF/OCC. (BUSINESS) = 11 OCC.

PLUMBING FIXT. (BASED ON 2025 OSSC TABLE 2902.1)

REQUIRED:

A-2 OCCUPANCY 1ST FLOOR: 223 OCCUPANTS

TOILETS:

1 PER 75 MALE + 1 PER 75 FEMALE

= 2 MALE & 2 FEMALE

LAVATORIES:

1 PER 200 MALE + 1 PER 200 FEMALE

= 1 MALE & 1 FEMALE

DRINKING FOUNTAINS:

1 PAIR REQUIRED ON 1ST FLOOR

B OCCUPANCY: 31 OCCUPANTS:

OFFICES (BASEMENT): 20 OCCUPANTS

OFFICES (2ND FLOOR): 11 OCCUPANTS

TOILETS: 1 PER 25 MALE + 1 PER 25 FEMALE

= 1 MALE & 1 FEMALE

LAVATORIES: 1 PER 40 MALE & 1 PER 40 FEMALE

= 1 MALE & 1 FEMALE

DRINKING FOUNTAINS: NONE REQUIRED

TOTALS

TOILETS: 3 MALE & 3 FEMALE

LAVATORIES: 2 MALE & 2 FEMALE

DRINKING FOUNTAINS: 1 PAIR REQUIRED ON 1ST FLOOR

PROVIDED:

TOILETS: 4.67 MALE (1 URINAL = .67 TOILET) + 4 FEMALE

LAVATORIES: 4 MALE + 3 FEMALE

DRINKING FOUNTAINS: 1 PAIR ON 1ST FLOOR

PROJECT SUMMARY

DRAWING INDEX

PROJECT TEAM

A0.1

LIFE SAFETY PLANSA0.2

BASEMENT DEMOLITION PLAN & FLOOR

PLAN, FINISH SCHEDULE, DOOR SCHEDULE

A2.1

FIRST & SECOND FLOOR DEMOLITION PLANSA2.2

ATTIC & ROOF DEMOLITION PLANSA2.3

FIRST FLOOR PLANA2.4

ATTIC PLAN & ROOF PLANA2.6

EXTERIOR ELEVATIONS & WINDOW SCHEDULEA3.1

SECTIONSA3.2

SECTIONSA3.3

PROJECT LOCATION

ENLARGED SITE PLANA0.4

ELECTRICAL ENGINEER:

MFIA , INC. CONSULTING ENGINEERS

2007 SE ASH ST.

PORTLAND, OREGON 97214

CONTACT: ROB CONNELL

PHONE: 503-234-0548

EMAIL: robert.connell@mfia-eng.com

FIRE PROTECTION ENGINEER:

MFIA, INC. CONSULTING ENGINEERS

2007 SE ASH ST..

PORTLAND, OR 97214

CONTACT: TAKAKO BAKER

PHONE: 503-234-0548

EMAIL: takako.baker@mfia-eng.com

SECOND FLOOR PLANA2.5

SECTIONSA3.4

INTERIOR ELEVATIONSA5.1

INTERIOR ELEVATIONSA5.2

INTERIOR ELEVATIONSA5.3

REFLECTED CEILING PLANSA6.1

DETAILSA8.1

DETAILSA8.2

DETAILSA8.3

DETAILSA8.4

DETAILSA8.5

DETAILSA8.6

DETAILSA8.7

STAIRCASE SECTIONSA4.1

DETAILSA8.8

ARCHITECTURAL

ELECTRICAL COVERE1.0

FIRE PROTECTION SITE PLAN, SCHEDULE &

NOTES

F2.1

FIRE PROTECTION PUMP ROOMF2.2

DEFERRED SUBMITTALS

FIRE SPRINKLER DRAWINGS

FIRE ALARM DRAWINGS

TRUSS DRAWINGS

TRUSS CALCULATIONS

ELEVATOR SECTIONSA3.5

STRUCTURAL NOTESS1.0

BASEMENT FOUNDATION PLAN

FOUNDATION DETAILS

STRUCTURAL (VISITOR CENTER)

PLUMBING BASEMENT PLAN

P0.1

PLUMBING 1ST FLOOR PLAN

P2.0

MECHANICAL 1ST FLOOR PLANM1.1

MECHANICAL 2ND FLOOR PLANM1.2

MECHANICAL DETAILSM6.0

MECHANICAL BASEMENT PLANM1.0

PLUMBING 2ND FLOOR PLAN

P2.1

PLUMBING

MECHANICAL

ELECTRICAL

FIRE PROTECTION

FOUNDATION DETAILS

FIRST FLOOR FRAMING PLAN

S1.1 S1.2 S1.3

S2.1 S2.2 S2.3 S2.4 S2.5

SECOND FLOOR FRAMING PLAN

ATTIC FRAMING PLAN

FLOOR FRAMING DETAILS

BASEMENT FLOOR PLAN - LIGHTINGE2.0

1ST FLOOR PLAN - LIGHTINGE2.1

2ND FLOOR PLAN - LIGHTINGE2.2

3RD FLOOR PLAN - LIGHTINGE2.3

LIGHTING SCHEDULE & DETAILSE2.4

BASEMENT FLOOR PLAN - POWERE3.0

1ST FLOOR PLAN - POWERE3.1

2ND FLOOR PLAN - POWERE3.2

3RD FLOOR PLAN - POWERE3.3

ONE LINE DIAGRAME5.1

PANEL SCHEDULESE5.2

TECHNOLOGY COVERT1.0

BASEMENT FLOOR CEILING PLAN - TECHT2.0

1ST FLOOR CEILING PLAN - TECHNOLOGYT2.1

2ND FLOOR CEILING PLAN - TECHNOLOGYT2.2

3RD FLOOR CEILING PLAN - TECHNOLOGYT2.3

BASEMENT FLOOR PLAN - TECHNOLOGYT3.0

1ST FLOOR PLAN - TECHNOLOGYT3.1

2ND FLOOR PLAN - TECHNOLOGYT3.2

3RD FLOOR PLAN - TECHNOLOGYT3.3

FIRE PROTECTION SPRINKLER PLANS

MAIN BUILDING

F2.3

ENERGY EFFICIENCY - PRESCRIPTIVE ENVELOPE REQUIREMENTS

BUILDING COMPONENT REQUIRED PERFORMANCE EQUIVALENT VALUE

WALL INSULATION - ABOVE

GRADE

U-0.064 R-3.8 c.i. / R-13

WALL INSULATION - BELOW

GRADE

C-0.119 R-7.5 c.i.

FLAT CEILINGS U-0.021 R-49

VAULTED CEILINGS U-0.033 R-30 (RAFTERS)

UNDERFLOORS U-0.033 R-30

SLAB-EDGE PERIMETER F-0.843 R-30 for 24 in.

HEATED SLAB INTERIOR N/A R-10

FIXED WINDOWS U-0.36 MAX., SHGC 0.36 MAX.,

VT/SHGC 1.10 MIN.

OPERABLE WINDOWS U-0.45 MAX., SHGC 0.33 MAX.,

VT/SHGC 1.10 MIN.

ENTRANCE DOOR U-0.63 MAX., SHGC 0.33 MAX.,

VT/SHGC 1.10 MIN.

SKYLIGHTS U-0.50 MAX., SHGC 0.40 MAX.

EXTERIOR DOORS U-0.370 N/A

* NOT APPLICABLE TO THIS PROJECT

ASHRAE 90.1-2022, CLIMATE ZONE 4, NON-RESIDENTIAL

STRUCTURAL ENGINEER (FIRE PUMP BLDG):

MSC CONSULTING ENGINEERS

3470 PIPEBEND PLACE NE, #120

SALEM, OREGON 97301

CONTACT: ZEYAD AL-SAYHOOD

PHONE: 503-399-1399

EMAIL: zeyada@mscengineersinc.com

STRUCTURAL ENGINEER (VISITOR CENTER):

LEWIS & VAN VLEET STRUCTURAL ENGINEERS

14945 SW SEQUIOIA PKWY. #180

PORTLAND, OREGON 97224

CONTACT: ZACHARY MIDDLETON

PHONE: 503-885-8605

EMAIL: zrm@middletonengineer.com

GENERAL NOTESS0.1

PLAN & FOUNDATION DETAILS

ROOF FRAMING DETAILS

STRUCTURAL (FIRE PUMP BLDG.)

S1.1 S2.1

FOUNDATION DETAILSS1.4

MECHANICAL DETAILSM6.1

PLUMBING DETAILS

P2.2

PLUMBING SCHEDULES, LEGEND, NOTES

P6.0

FIRE PROTECTION PUMP ROOM DETAILS AND

SCHEDULES

F2.4

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

ABBREVIATIONS

AutoCAD SHX Text

PARKS

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text

STATE

AutoCAD SHX Text MEASURED AIR LEAKAGE: WHOLE-BUILDING PRESSURIZATION TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH ASHRAE STANDARD 90.1-2022, ARTICLE 5.4.3.1.4. TESTING SHALL BE CONDUCTED EXCLUDING HVAC RELATED ELEMENTS AND BE PERFORMED BY AN INDEPENDENT THIRD-PARTY VERIFICATION AND TESTING PROVIDER. CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING AND PAYING FOR TESTING.

EXIT DOOR

OCCUP: 30 / 3 = 10

REQ'D CAP: 10" X 0.2 = 2"

ACTUAL CAP. = 36"

100'-11 1/2"

35'-6 1/2"UP UP

100 8

BASEMENT

OFFICE 157

500 1

FIRE

PROTECTION

500 1

STORAGE

500 1

STORAGE

500 1

STORAGE

500 1

STORAGE

500 2

STORAGE

COMMON PATH OF

TRAVEL: 28'-1"

COMMON PATH OF

TRAVEL: 39'-11"

TRAVEL DISTANCE: 48'-2"

TRAVEL DISTANCE: 61'-4"

EXIT DOOR

OCCUP: 30 / 3 = 10

REQ'D CAP: 10" X 0.2 = 2"

ACTUAL CAP. = 36"

EXIT DOOR

OCCUP: 30 / 3 = 10

REQ'D CAP: 10" X 0.2 = 2"

ACTUAL CAP. = 36"

FEC

TRAVEL DISTANCE:

98'-6"

EXIT DOOR

OCCUP: 98 / 4 = 25

REQ'D CAP: 24.5 X 0.2" = 4.9"

ACTUAL CAP. = 72"

EXIT DOOR

CONF. OCCUP. LOAD: 123

REQ'D CAP: (123/2) X 0.2" = 12.3"

ACTUAL CAP. = 72"

EXIT DOOR

2ND FLOOR OCCUP.: (17) / 2 = 9

BASEMENT OCCUP.: 10

REQ'D CAP: 19 X 0.2" = 3.8"

ACTUAL CAP. = 36"

EXIT DOOR

1ST FLR. OCCUP: 98 / 4 = 25

2ND FLR.: 17 / 2 = 9

TOTAL OCCUP: 25 + 9 = 34

REQ'D CAP: 34 X 0.2" = 6.8"

ACTUAL CAP. = 72"

PROJECTOR SCREEN

'-3

25'-7 1/2"

7 123

15 40

15 29

15 30

200 1

EXIT DOOR

CONF. OCCUP. LOAD: 123

REQ'D CAP: (123/2) X 0.2" = 12.3"

ACTUAL CAP. = 36"

EXIT DOOR

OCCUP: 98 / 4 = 25

REQ'D CAP: 24.5 X 0.2" = 4.9"

ACTUAL CAP. = 72"

EXIT DOOR

OCCUP: 98 / 4 = 25

REQ'D CAP: 24.5 X 0.2" = 4.9"

ACTUAL CAP. = 36"

COMMON PATH

OF TRAVEL:

48'-3"

TRAVEL

DISTANCE:

50'-7"

TRAVEL

DISTANCE:

73'-9"

CONFERENCE

LOBBY

CAFE

DINING

LOBBY

TRAVEL DISTANCE: 104'-1"

FEC

COMMON PATH OF TRAVEL: 56'-0"

C O

O F/

O I

STOR.

REMOVE (E) WALL, BRACE

FLOOR ABOVE AS REQ'D.

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

100 4

OFFICE

100 2

OFFICE

100 2

OFFICE

100 2

OFFICE

OPEN TO

BELOW

FEC

UNOCCUPIED ATTIC

ATTIC ACCESS,

TYP.

FEC

EXIT TRAVEL PATH

EXIT SIGN W/ DIRECTIONAL ARROW

AREA REQUIRING EMERGENCY LIGHTING AT

MIN. 1 FOOT CANDLE AT WALKING SURFACE

ROOM AREA

OCCUPANT LOAD

OCCUPANT LOAD FACTOR

20 5

WORK THAT IS CROSSED OUT IN RED IS FROM

PREVIOUS PROJECTS CONSTRUCTION DOCUMENTS

AND IS FOR REFERENCE ONLY. NOTIFY ARCHITECT

IF WORK SHOWN CROSSED OUT WAS NOT

COMPLETED PER THE OLD PROJECT DOCUMENTS.

TRAVEL

DISTANCE = 24'-9"

CONSTRUCTION: II-B

OCCUPANCY: B

FIRE SUPPRESSION: YES

FIRE DETECTION SYSTEM: YES

ALLOWABLE HEIGHT: 75 FT. (PROPOSED = 10 FT. )

ALLOWABLE AREA: 92,000 SQ. FT. (PROPOSED = 231 SQ. FT.)

OCCUPANTS: 231 / 300 = 1

MAX. EXIT ACCESS TRAVEL DISTANCE (1006.3.4(2)): 100 FT.

1-HR. WALL DUE TO

PROXIMITY TO

PROPANE TANK

N O

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06/01/26 27

LIFE SAFETY PLAN

JMR

A0.2

SECOND FLOOR LIFE SAFETY PLAN

3/32" = 1'

A0.3 SCALE:

BASEMENT LIFE SAFETY PLAN

3/32" = 1'

A0.3 SCALE:

ATTIC SAFETY PLAN

3/32" = 1'

A0.3 SCALE:

FIRST FLOOR LIFE SAFETY PLAN

3/32" = 1'

A0.3 SCALE:

REQUIRED EXITS:

BASEMENT: BUSINESS - 2,938SF (GROSS) / 100 = 30 OCCUPANTS

1ST FLOOR: ASSEMBLY, UNCONCENTRATED

SOUTH LOBBY: 415SF (NET) / 15 = 28 OCCUPANTS

DINING: 427SF (NET) / 15 = 29 OCCUPANTS

MAIN LOBBY: 588SF (NET) / 15 = 40 OCCUPANTS

CONFERENCE: 861SF (NET) / 15 = 58 OCCUPANTS

1ST FLOOR: CAFE

CAFE: 133SF (GROSS) / 200 = 1 OCCUPANT

2ND FLOOR: BUSINESS - 1,620SF (GROSS) / 100 = 17 OCCUPANTS

2 EXITS REQUIRED FROM A SPACE WITH MORE THAN 49 OCCUPANTS (TABLE 1015.1)

PROVIDED: 2 EXITS

TRAVEL DISTANCE

250FT MAX. (A AND R-2 W/ SPRINKLERS). 300FT. MAX. (B W/ SPRINKLERS) MAX LENGTH OF

TRAVEL FROM THE MOST REMOTE LOCATION WITHIN A STORY ALONG THE NATURAL AND

UNOBSTRUCTED PATH OF TRAVEL TO AN EXTERIOR EXIT.

ACTUAL: 104'-1""

COMMON PATH OF TRAVEL

75FT MAX (A OCC.), 100FT MAX (B OCC.), WITH SPRINKLERS (1014.3)

ACTUAL: 56'-0"

EXIT CODE SUMMARY

FIRE PUMP HOUSE

3/32" = 1'

A0.3 SCALE:

AutoCAD SHX Text

FIRE & LIFE SAFETY LEGEND

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DATE

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SHEET

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JOB NO.

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DRAWN

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SHEET TITLE

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SHEET TITLE

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KEY PLAN

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REVISIONS

CONSULTANTS

UNDERGROUND FIREFIGHTING

TANK (8' DIA., 11,000 GAL.)

12'-0"

2'-0"

2'-0"2'-0"

NE & SW

ROOF CONSTRUCTION

· MANUFACTURED FIRE RETARDANT-TREATED

WOOD TRUSSES (W/ 2x6 TOP CHORDS) @ 24" O.C.

· H-1 CLIPS @ EA. TRUSS

· 1/2" F.R.T. PLYWD. SHEATHING

· 30# BLDG. FELT

· SYNTHETIC SHAKE ROOFING (OF/CI)

CEMENT FIBER PANEL SIDING W/

CEMENT FIBER BATTEN STRIPS

@ 16" O.C., PAINT

WALL CONSTRUCTION

· 6" MTL. STUDS @ 16" O.C.

· 1/2" "SUREBOARD" SHEATHING -

60 MINUTE FIRE RATED

· DRAINAGE PLANE

· 1x4 F.R.T. FURRING, ALIGN W/

STUDS

· CEMENT FIBER PANEL SIDING

W/ BATTENS @ 16" O.C., ALIGN

W/ FURRING & STUDS

12"W x 18"D CONC. FOOTING W/ (2) #4 CONT.

A0.4

F.R.T. WOOD FASCIA. STAIN, TYP.

8' - 6"

MANHOLE TO

FIRE TANK

'-0

12"x16" GALV. ATTIC VENT, PAINT

HOLLOW STL. DOOR &

FRAME, PAINT

PREFIN. MTL. GUTTER, TYP.

4" CONC. SLAB W/ #3 @ 18" O.C. E.W. ON

6" COMPACTED GRAVEL BASE

1/2" DIA. ANCHOR BOLTS @ 48" O.C.

R-21 BATT INSULATION

5/8" TYPE 'X' GYP.

BRD. OVER VAPOR

BARRIER, TYP.

FP1

VERIFY7'-

4'- 7"

2'-0"

F.R.T. WD. FASCIA, STAIN

FP1

14" x 20" PREFIN. ALUM. LOUVERS

@ SW WALL ONLY

40" x 80" PREFIN.

ALUM. LOUVER, TYP.

(VERIFY SIZE)

2'-0"

MANHOLE PER FIRE

PROTECTION DWGS.

2'-0"

1x4 CEMENT FIBER CORNER

BOARDS, TYP.

A8.5

TYP.

A8.5

A8.4

MANHOLE PER FIRE

PROTECTION DWGS.

DIESEL FILL BOX PER FIRE

PROTECTION DWGS.

3'- 5"

R.O

3'- 8"

3'- 5"

R.O

2'- 3"

PREFIN. ALUM.

LOUVER, TYP.

1'-3"R.O.

HIGH AND LOW PREFIN.

ALUM. LOUVERS

PREFIN. ALUM. LOUVERS

EXHAUST FAN, TYP.

SEE F2.2

GENERATOR EXHAUST,

SEE F2.2

TEST HEADER VALVES

SEE F2.2

UNDERGROUND FIRE

PROTECTION TANK W/

PREFABRICATED CONC.

DEADMEN AND HOLD

DOWN STRAPS

UNDERGROUND FIRE PROTECTION TANK

A8.5 TYP.

2'-4"

BOX HEADER, TYP.

5'-0"

24"x24"" ROOF HATCH 22"x22" ACCESS

PANEL

6'-0"

22"x22" CEILING

ACCESS PANEL ABOVE

24"x24" ROOF HATCH

ABOVE

COORDINATE ROOF TRUSS

LAYOUT TO CENTER TRUSS BAY

OVER MANHOLE C/L

ROOF HATCH

D.S.

PREFIN. MTL.

GUTTER, TYP.

D.S.

A8.8

VISITOR

CENTER

L.O.W.

D.S.

PROJECTOR SCREEN

F.D.

F.S.

F.D.

CONC.

HOUSEKEEPING PAD

F.D.

SLOPE

4" CONC. SLAB W

/ 8"

TURNED DOW

N EDGE -

COORD. W

/ M

ECH.

D.S.

(E) 4" DIA. FOOTING

DRAIN (VERIFY)

(E) 4" PVC

(NON-PERFORATED) -

EXTEND PER CIVIL DWGS.

SCOPE OF WORK

THIS PROJECT

SCOPE OF WORK

THIS PROJECT

PUMP HOUSE

UNDERGROUND FIRE

WATER STORAGE

TANK

D.S.

N O

N G

C E

N O

R C

H U

D S

, O R

06/01/26 27

ENLARGED SITE PLAN

JMR

A0.3

SITE PLAN

1/16" = 1'

A0.3 SCALE:

PUMP HOUSE FLOOR PLAN

1/4" = 1'

A0.3 SCALE:

PUMP HOUSE ELEVATIONS

1/4" = 1'

A0.3 SCALE:

PUMP HOUSE SECTION

1/4" = 1'

A0.3 SCALE:

AutoCAD SHX Text

VAN

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

JOB NO.

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DRAWN

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SHEET TITLE

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SHEET TITLE

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KEY PLAN

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REVISIONS

A3.4

A3.3

SILL 4'-11 1/2

CONC. RETAINING WALL, TYP.

BREAK RM.

A DB C

H 1-HR

ELEVATOR

1-HR

NEW

NOTE:

RIGID INSULATION @ INTERIOR

PERIMETER WALLS OF BASEMENT.

SEE WALL TYPES FOR AREAS OF

ADD'L INSULATION.

H 1-HR

1-HR

NEW

LINE OF

LOBBY ABV.

A A

FIRE SPRINKLER RISER

FIRE

PROTECTION

008 007 006

002 003

004011

STORAGE

I.T. ROOM

STORAGE

UNFINISHED

RESTROOM

STAIR

4" PERF. PVC UNDERSLAB

DRAIN LINE - PATCH BACK

CONC. FLOOR SLAB WHERE

REMOVED, TYP.

AREA DRAIN

AREA DRAIN - REPLACE (E)

COVER W/ HEEL-PROOF

COVER, TYP. OF (2)

VOID

SPACE

INFILL EXIST. OPENING

W/ CONC. WALL

INFILL EXIST. OPENING

W/ CONC. WALL

WINDOW WELL, ALIGN W/ FACE

OF (E) BASEMENT WALL

INFILL EXIST.

RECESS IN FLOOR

'-1

H 1-HR

1-HR

NEW

J 1-HR

NEW

1-HR

H 1-HR

HALL

H H

10'-8" 10'-2"10'-0"5'-11"8'-9"

6' -8

8' -9

±4

'-7

24'-9 1/2"

2'-6"

A A A A

NEW

A AA

NEW COL. & FTG. PER

STRUCTURAL, TYP.

PATCH BACK CONC. FLOOR

SLAB @ AREA OF NEW AND

REMOVED FOOTINGS

4.1

CONNECT TO

PERIMETER

FND. DRAIN

FEC

CRAWL

SPACE

DUCT

OPENING

DUCT

OPENING

008A

STOR.

008A

REF.

MICROWAVE

A5.3

NEW

A NEW

A5.3

NEW

A5.3

4' -1

ALIGN W/

UPSTAIRS WALL J

NEW

5 5

F.S.

HOUSEKEEPING

PAD, TYP.

F.D.

GENERAL NOTES:

1) REMOVE BATTENS AT ALL

EXTERIOR WALLS

2) REMOVE ALL EXISTING

WINDOWS

KEYNOTES:

SAWCUT OPENINGS FOR DUCTWORK AND CRAWL SPACE ACCESS,

RE-FRAME WALL FURRING AS REQUIRED TO CREATE NEW OPENINGS.

REMOVE (E) CURB AND CONC. SLAB WITHIN

SAWCUT AND REMOVE SLAB. EXCAVATE FOR NEW FOOTING. SHORE OR

REMOVE AND REPLACE (E) WALL FRAMING ABOVE AS REQ'D.

SAWCUT SLAB AS REQ'D. TO ROUTE TRAP PRIMER LINE UP WALL FURRING

SAWCUT AND REMOVE SLAB, EXCAVATE FOR PLUMBING CONNECTION.

SHORE OR REMOVE AND REPLACE (E) WALL FRAMING ABOVE AS REQ'D

REMOVE (E) STUD WALL. BRACE STRUCTURE ABOVE AS REQ'D.

D3 D6

U P

DEMO (E) ELEVATOR PIT

REMOVE EXIST.

STAIR

REMOVE EXIST. WINDOW

(E) COL., RELOCATE

REMOVE (E) COL.

CUT COL. FLUSH

W/ TOP OF SLAB (E) COL.

(E) PENETRATIONS,

6'-3" A.F.F., TYP.

A DB C

SAWCUT OPENING

FOR NEW DOOR

SAWCUT OPENING

FOR NEW DOOR

REMOVE EXIST. WINDOWS,

OPENINGS TO REMAIN

REMOVE (E) WINDOW

CUT PIPE FLUSH W/ TOP OF SLAB

AND GROUT SHUT (DO NOT

IMPEDE ACTION OF UNDERSLAB

SEWER LINES) TYP.

REMOVE

(E) F.D.

SAWCUT & REMOVE SLAB

FOR U/S DRAIN SYSTEMREMOVE (E) CONC. CURBS

REMOVE (E)

CONC. CURB

REMOVE (E) CONC.

WINDOW WELL

SAWCUT SLAB FOR

NEW FOOTING

(E) COL.

SAWCUT SLAB &

EXIST. FTG FOR

NEW FOOTING

REMOVE (E)

TREE TRUNK &

FOUNDATION

(E) FLOOR

RECESS

D4 D3

(E) EDGE OF

SLAB

2X6 STUDS

@ 16" O.C.

5/8" GYP. BRD.

2X4 STUDS

@ 16" O.C.

5/8" GYP. BRD.

EA. SIDE *

2X4 STUDS @ 16" O.C.

5/8" GYP. BRD.

EA. SIDE

ACOUSTICAL

INSULATION

2X6 STUDS @ 16" O.C.

5/8" GYP. BRD.

EA. SIDE *

2X6 STUDS

@ 16" O.C.

5/8" GYP. BRD.

EA. SIDE *

ACOUSTICAL

INSULATION

NOTE: SEE STRUC.

DWGS FOR ADDED

PLYWD. @ SHEAR

WALLS

NOTE: SEE STRUC.

DWGS FOR ADDED

PLYWD. @ SHEAR

WALLS

NOTE: SEE STRUC.

DWGS FOR ADDED

PLYWD. @ SHEAR

WALLS

NOTE: SEE STRUC.

DWGS FOR ADDED

PLYWD. @ SHEAR

WALLS H JF G KA

GA FILE NO WP 3614: GYPSUM WALLBOARD, WOOD STUDS:

ONE LAYER 5/8" TYPE X GYP. BRD. OR GYP VENEER BASE APPLIED PARALLEL OR

AT RIGHT ANGLES TO EACH SIDE OF 2X WOOD STUDS 16" O.C. WITH 1 1/4" TYPE W

DRYWALL SCREWS 12" O.C. JOINTS STAGGERED 16" ON OPPOSITE SIDES.

GA FILE NO WP 3644: GYPSUM WALLBOARD, WOOD STUDS, MINERAL FIBER INSULATION:

ONE LAYER 5/8" TYPE X GYB. BRD APPLIED AT RIGHT ANGLE TO EACH SIDE OF 2X WOOD

STUDS 16" O.C. WITH 2 1/4" TYP S OR W DRYWALL SCREWS 12" O.C. MINERAL FIBER

INSULATION, NOMINAL 2.5 PCF, FRICTION FIT IN STUD SPACE. VERTICAL JOINTS STAGGERED

16" O.C., HORIZONTAL JOINTS STAGGERED 24" O.C., ON OPPOSITE SIDES.

SIDING PER

ELEVATIONS

(E) DRAINAGE

PLANE

(E) PLYWD.

SHEATHING

5/8" GYP. BRD.

B C

STONE VENEER IN LIEU

OF SIDING WHERE

INDICATED

(E) R-1 1/2" RIGID

INSUL.

(E) CONC. WALL

1 1/2" RIGID INSUL.

*H GYP. ONE SIDE

(E) 2X6 STUDS

5/8" GYP. BRD.

EA. SIDE *

NOTE: SEE STRUC.

DWGS FOR ADDED

PLYWD. @ SHEAR

WALLSL

*L GYP. ONE SIDE

R-13 FIBERGLASS

BATT INSUL.

2X4 STUDS @ 16"

O.C. (E) 2X6 STUDS

@ 16" O.C.

R-21 FIBERGLASS

BATT INSUL.

PLYWD. SHEATHING

5/8" GYP. BRD.

1 1/2" RIGID INSUL.

2X6 STUDS @ 16" O.C.

R-21 FIBERGLASS

BATT INSUL.

R-13 FIBERGLASS BATT

INSUL., 2 LAYERS

1/2" MIN. AIR SPACE

WALL TYPES

*CONST. WHERE INDICATED FOR 1-HR WALL

(E) PLYWD. SIDING

SIDING PER

ELEVATIONS

(E) PLYWD.

SHEATHING

5/8" TYPE 'X' GYP. BRD.

1 1/2" RIGID INSUL.

(E) 2X6 STUDS

@ 16" O.C.

R-21 FIBERGLASS

BATT INSUL.

5/8" TYPE 'X' GYP.

SHEATHING

5/8" GYP. BRD.

SIDING PER

ELEVATIONS

"NEW" TAG INDICATES ENTIRELY NEW WALL, INCLUDING FRAMING

2X4 STUDS

@ 16" O.C.

DOOR SCHEDULE

O O

R M

D O

O R

(N O

C O

R U

O N

H (3

D W

A 8.

N O

A SC WT - - 1 11 -

003 3'-0"x7'-0"

3'-0"x7'-0"004

-112--A

3'-0"x7'-0"005

-112-A

(2) 3'-0"x7'-0"006

13,74-E

3'-0"x7'-0"008

-11560-

3'-0"x7'-0"009

-113--

3'-0"x7'-0"010

116-

3'-0"x7'-0"011

112-

3'-0"x7'-11"101

11560FLWTSCD

(2) 3'-0"x7'-11"101A

3,74-TIE

88-TIE

3'-0"x7'-0"103

1,2

11A9-TPE

3'-0"x7'-0"104

810-E

(2) 3'-0"x7'-11"105

1,2

1116-TPD

(2) 3'-0"x7'-11"106

1112-TP

3'-0"x7'-0"107

810-TIWCE

3'-0"x7'-0"108

1,2

11A11-TPWCE

3'-0"x7'-0"109

1112-TPWTSCD

3'-0"x7'-0"110

1113--

-WTWC

3'-0"x7'-0"111

1113--A

(2) 3'-0"x7'-11"112

112--WTSCA

3'-0"x7'-11"113

3'-0"x7'-0"117

810-TIWCE

(2) 3'-0"x7'-11"115

1,2

88-TIWCE

3'-0"x7'-0"204

2,3

112--WTSCA

3'-0"x7'-0"206

814-TIWCE

3'-0"x7'-0"207

115-TPWTWCE

3'-0"x7'-0"208

116-TPWTWCE

3'-0"x7'-0"209

115-TPWTWCE -

116TP

3'-0"x7'-0"S-2a

116-TPWTWCE

3'-0"x7'-0"S-2b

111--WTSCA

3'-0"x7'-0"

8860 -

115 -

11760FLWTSCD -S-2c

3'-0"x7'-0"001

3'-0"x7'-0"002

007 113-- -

3'-0"x7'-0"201

MEHM

WT/WEWC

WTWC

WTSC

B WTSC

WTSC

FLWTSCD

60FLMEHSD

--WTSCA

203 116-TPWTWCE -3'-0"x7'-0"

(2) 3'-0"x7'-0" A

MEHM

(2) 3'-0"x7'-11" TI

WTSC TP

SC WT

A SC WT

SC WT

SC WT TP

(2) 3'-0"x6'-8"FP1 -3- --MEHSA

3'-0"x7'-0"107A 11A15-TPWTWCE -

D V

N G

R O

U G

H O

3'-0"x7'-0"008A 113- -A SC WT -

WT/WE

R O

O M

N O

8 5

KEY

4 2

ALL AROUND

ROOM FINISH SCHEDULE

208 OFFICE

OFFICE

HALL

BRIDGE

OFFICE

COPY ROOM

HALL

STORAGE

CAFE

HALL

MAIN LOBBY

HALL

MEN'S RESTROOM

WOMEN'S RESTROOM

CUSTODIAL STORAGE

FAMILY RESTROOM

CONFERENCE

VESTIBULE

VESTIBULE115

RESTROOM

I.T. ROOM

STORAGE

UNFINISHED

FIRE PROTECTION

STORAGE

BREAK RM.

HALL

LOBBY

DINING

HALL103

O N

C R

C O

N C

1X T

&G , S

T &G

K, S

W O

O D

O T

E W

. B O

, S M

O O

H , L

R O

O M

N O

8 5

KEY

4 2

ALL AROUND

X X X

FLOOR NOTE

K- O

NEW / EXIST.

C O

209 RESTROOM

BASE

NEW / EXIST.

WALLS

NEW / EXIST. NEW / EXIST.

CEILING

-C O

W O

O D

, 1 x6

U .N

4" R

6" E

C O

O N

C R

N C

K- O

NOTES:

1) WALK-OFF MAT @ ENTRY, CARPET ON LANDINGS AND STAIRS.

2) SEE INTERIOR ELEVATIONS FOR LOCATION OF WOOD PANELING

FLOOR NOTE

NEW / EXIST.

BASE

NEW / EXIST.

WALLS

NEW / EXIST. NEW / EXIST.

CEILING

1X T

&G , S

T &G

K, S

N O

-C O

W O

O D

4" R

. B O

, T

, L

W O

O D

O T

E W

. B O

, S M

O O

H , L

. B O

, T

, L

. B O

, S M

O O

H , L

. B O

, T

, L

. B O

, S M

O O

H , L

. B O

, T

, L

STAIR 1

STAIR 2 NOTE 1

STOR.008A

U C

E, N

O F

NOTE 2

ELEV ELEVATOR

C S

O O

2' -6

3' -0

1' -0

-0

GLASS

O F

D W

GLASS

6" 6"

GLASS

6" 8"

GLASS

1. DOOR TYPES

6" 1'

-0

2. Construction

SC - Solid Core HM - Hollow Metal AL - Aluminum & Glass

3. Material/Finish

WE - Wood Enamel ME - Metal Enamel

TI - Tempered Insulated

5. Number refers to hardware group of hardware schedule.

FL - Firelite

4. Glass

TP - Tempered Plate

WT - Wood Transparent Stain

WC - Stile-and-Rail Wood

GLASS

Notes:

1. OF/CI door and frame

2. Prep OF/CI door for specified hardware

3. OF/CI door - provide new frame

KEYNOTES:

NOT USED

NEW POST PER STRUCTURAL - REMOVE AND

REPLACE (E) FURRING / INSULATION AS REQ'D.

24" WIDE x18" TALL PLYWOOD CRAWL SPACE

ACCESS DOOR.

(E) SUMP TO REMAIN - REFER TO

PLUMBING DRAWINGS FOR MODIFICATIONS.

RE-FRAME DOOR ROUGH OPENING FOR

SCHEDULED DOOR AND FRAME SIZE. WHERE

DOOR IS OF/CI, RE-FRAME OPENING TO SUIT

OWNER-FURNISHED DOOR AND FRAME.

(N) CONC. SLAB OR FOOTING, FLUSH W/ ADJ.

FLOOR. PROVIDE 10" EPOXY DOWELS INTO (E)

SLAB @ 24" O.C.

NOT USED

GRIND (E) FLOOR SLAB / PATCHES FLUSH AND

SMOOTH.

WORK THAT IS CROSSED OUT IN RED IS FROM

PREVIOUS PROJECTS CONSTRUCTION DOCUMENTS

AND IS FOR REFERENCE ONLY. NOTIFY ARCHITECT

IF WORK SHOWN CROSSED OUT WAS NOT

COMPLETED PER THE OLD PROJECT DOCUMENTS.

SCALE:

A2.1

BASEMENT PLAN

1/8" = 1'-0"

N O

N G

C E

N O

R C

H U

D S

, O R

06/01/26 27

BASEMENT PLANS

FINISH SCHEDULE

DOOR SCHEDULE

JMR

A2.1

SCALE:

A2.1

BASEMENT DEMOLITION PLAN

1/8" = 1'-0"

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

REVISIONS

REMOVE EXIST STAIR

REMOVE RAISED

FLOOR FRAMING

REMOVE LOG

POST, TYP.

REMOVE CONC. SLAB

EXIST.

OPENING IN

FLOOR

(E) ELEC. PANEL,

RELOCATE

REMOVE (E) POOL ROOM

FOUNDATION AND FOOTING

REMOVE HORIZ.

LOG ABV.

(E) COL.

DA B C

REMOVE SECTION

OF FLOOR FOR NEW

ELEVATOR SHAFT

REMOVE EXIST. COLUMNS

(E) CONC. PLINTH

REMOVE EXIST

WINDOWS, TYP.

REMOVE (E)

TREE TRUNK (E) TREE

TRUNK

REMOVE (E) FLOOR SHEATHING

REMOVE (E) WING WALLS

REMOVE (E) CONC. CURB

REMOVE (E) WALL

CONST., TYP.

REMOVE (E)

LOW WALL

REMOVE (E) WALL, BRACE

FLOOR ABOVE AS REQ'D.

GENERAL NOTES:

1) REMOVE BATTENS AT ALL

EXTERIOR WALLS

2) REMOVE ALL EXISTING

WINDOWS

EXIST.

OPENING

IN FLOOR

REMOVE FLOOR

CONST. FOR NEW

2-STORY SPACE

REMOVE 2-STORY SPACE

OPEN TO

BELOW

MOVE (E) COL.

(E) COL.

B DA C

REMOVE SECTION

OF FLOOR FOR NEW

ELEVATOR SHAFT

REMOVE FLOOR

CONST. FOR

NEW STAIR

REMOVE (E) PLANT BALCONY

REMOVE EXIST. FRAMING

FOR NEW FLOOR CONST.

REMOVE (E) WALL, BRACE

FLOOR ABOVE AS REQ'D.

WORK THAT IS CROSSED OUT IN RED IS FROM

PREVIOUS PROJECTS CONSTRUCTION DOCUMENTS

AND IS FOR REFERENCE ONLY. NOTIFY ARCHITECT

IF WORK SHOWN CROSSED OUT WAS NOT

COMPLETED PER THE OLD PROJECT DOCUMENTS.

SCALE:

A2.2

FIRST FLOOR DEMOLITION PLAN

1/8" = 1'-0"

N O

N G

C E

N O

R C

H U

D S

, O R

06/01/26 27

FIRST & SECOND

FLOOR DEMO PLANS

JMR

A2.2

SCALE:

A2.2

SECOND FLOOR DEMOLITION PLAN

1/8" = 1'-0"

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

REVISIONS

(E) COL.

REMOVE SECTION

OF FLOOR FOR NEW

ELEVATOR SHAFT

REMOVE FLOOR CONST.

FOR NEW OPENING(E) ATTIC SPACE

(E) ATTIC SPACE

REMOVE FRAMING

FOR ATTIC ACCESS

HATCH

REMOVE FRAMING

FOR ATTIC ACCESS

HATCH

CONC.

HOUSEKEEPING

PAD, TYP.

REMOVE EXIST. ROOF CONST., TYP.

REMOVE ROOF DECKING

IN THIS AREA, EXISTING

FRAMING TO REMAIN

REMOVE ROOF DECKING

& FRAMING THIS AREA

FOR NEW CHIMNEY

WORK THAT IS CROSSED OUT IN RED IS FROM

PREVIOUS PROJECTS CONSTRUCTION DOCUMENTS

AND IS FOR REFERENCE ONLY. NOTIFY ARCHITECT

IF WORK SHOWN CROSSED OUT WAS NOT

COMPLETED PER THE OLD PROJECT DOCUMENTS.

N O

N G

C E

N O

R C

H U

D S

, O R

06/01/26 27

ATTIC & ROOF

DEMOLITION PLANS

JMR

A2.3

SCALE:

A2.3

ROOF DEMOLITION PLAN

1/8" = 1'-0"

SCALE:

A2.3

ATTIC DEMOLITION PLAN

1/8" = 1'-0"

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

REVISIONS

(E) 3 1/2" X 3 1/2"

STL. COL.

A B C

ELEV. +100.00'

CONC. SLAB

+99.65'

COVERED ENTRY ROOF

MAIN

LOBBY

DINING

LOBBY

CAFE

HALL

WOMEN'S

RESTROOM

STORAGE

ELEVATOR

H 1-HR

M 1-HR

C B

1-HR

H 1-HR

1-HR

NEW

C B

B C

A5.1

A5.2

7' -6

-6

4' -1

E C

1'-6 5/8"3'-1" R.O.3'-1" R.O.

2'-8 1/2"

EQ. 2'-4" 3'-9" R.O.

5'-6"

7'-8" CLR. 5'-2 1/2" 4'-8"

MEN'S

RESTROOM

A5.2

ELEV. OF

LANDING

BELOW

+89.85'

7'-3 1/2"

9' -5

±6

'-2

G,L

A3.2

A3.4

A8.6

A8.7

A8.6

A8.310

A8.3

9'-5"

6' -3

A3.4

CONFERENCE

FAMILY

RESTROOM

HALL

CUSTODIAL

STORAGE

VESTIBULE

HALL

A3.3

3' -4

STAIR 2

STAIR 1

6'-5"

7' -1

4'-0"

4' -0

5'-6"

3' -0

4'-2"

GAS FIREPLACE

A3.3

9'-11"9'-11" EQ.NEW FLOOR OVER

EXIST. STAIRS

FIRE SPRINKLER

RISER

S-2b

S-2a 106

102 101

3'-1" R.O. 3'-1" R.O.3" 5" 3" 5" 3"3'-1" R.O. 3'-1" R.O.

1'-2 1/2", TYP.

3'-9" R.O. 3" 3'-9" R.O. 4'-4" 3" 3'-9" R.O. 1'-8 3/8" 2'-4"

1'-2 1/2"

2'-9 5/8" 6'-10 1/2" 2'-9 5/8"

1'-2 1/2"

1' -2

-8

1' -2

'-8

1' -3

1/ 2"

4' -1

1" 6"

'-5

-7

'-0

-2

1' -4

5' -0

1'-2 1/2" 10'-3 5/8" 1'-2 1/2" 10'-3 5/8" 1'-2 1/2"1'-2 1/2"

1'-4 3/4"

EXIST. OPENING, TYP. OF (4)

1'-6" 3'-0" R.O. ±13'-0" 3'-0" R.O. 1'-6" ±6'-1 3/8" 5'-0" R.O. 7'-5 5/8" 5'-0" R.O. 2'-3" 1'-2" 4'-0" R.O. 3'-11" 3'-11" 4'-0" R.O. 1'-2 5/8" 3'-10 5/8"

+100.00'

10" 10"

2' -6

8' -7

±3

'-1

4' -2

11'-0" ±14'-3" 5'-0"

1'-2 1/2" 6'-2 7/8" 1'-2 1/2"

6' -5

-2

6'-2 7/8"

3' -4

-4

1' -6

5' -9

" C

'-1

J 1-HR

NEW

4'-7"

101A

VESTIBULE

1'-0"

WINDOW WELL BELOW

3' -4

2'-2 3/4"

23'-10 3/8"

A8.5

F H 12 A8.4

A8.2

A8.4

A5.1

A5.2

K(NO

INSUL.)

39'-5" (VERIFY)

1'-4 3/4"

A4.1

A5.2

3' -0

" R .O

3' -0

" R .O

-0 " R

3" 3'

-0 " R

3' -0

" R .O

3' -0

" R .O

3'-0" R.O.

A8.1

6'-3"+/- 5'-0"+/- 5'-5 1/2"+/- 6'-4 7/8"+/- 10'-0"+/- 6'-1 5/8"+/-

A5.3

U P

HEARTH

WOOD-BURNING

FIREPLACE

HEARTH

C C

6X6 POST, TYP.

2' -1

W.O.M.CPT.

C D.S.

D.S.

D.S. D.S.

D.S.

D.S.D.S.D.S.D.S.D.S.

D.S. D.S.

D.S.

FEC

L 1-HR

A8.4

A8.4 6

A8.4

1'-0"6'-0"

5' -0

10'-6"

107A

PROJECTOR SCREEN

OVERHEAD COILING DOOR

OVERHEAD COILING

DOOR

NEW

CONT. LAYER 3/4" PLYWD.

UNDER GYP. BRD.

1' -8

C.J.

C .J

C.J.

PATCH CONC. SLAB @

REMOVED CURB

NEW

J 1-HR

NEW (2x10

STUDS)

NEW FLOOR SHEATHING

FLUSH WITH EXISTING

A8.5

ICE CREAM FREEZER, OF/OI

ICE MAKER, OF/OI

TURBOCHEF, OF/OI

C H

E Q

C H

E Q

A8.4

WINDOW WELL COVER

EXIST. STEPPED CONC. RETAINING WALL -

EXTEND HEIGHT PER DETAIL

A8.3 EXIST. STEPPED CONC. RETAINING WALL -

EXTEND HEIGHT PER DETAIL

4' -0

" C

(E) JAMB -

REMOVE LOWER

WALL

L + 2x6

FURRING

(VERIFY)

EXIST. CONC. STAIRS

NEW STAIRS

& LANDINGNEW STAIRS &

LANDING EXIST. CONC. STAIRS

'-6

'-5

A8.8

A8.8 SIM.

REV.

5 RAISE

HEADER

5 RAISE

HEADER

RAISE

HEADER

RAISE

HEADER

RAISE

HEADER

EL. 99.68'

EL. 99.72'

ALIGN W/ FACE OF

BEAM ABOVE, TYP.

L + 2x6

FURRING

2x4 FURRINGDUCT PER MECH.

5"2x4 FURRING

HVAC DUCT PER

MECH.

F.D.F.S. F.S.

F.D.

CONC.

HOUSEKEEPING PAD

F.D.

F.D. F.D.

1% SLOPE

4" CONC. SLAB W/ 8"

TURNED DOWN EDGE -

COORD. W/ MECH.

D.S.

GA FILE NO WP 3614: GYPSUM WALLBOARD, WOOD STUDS:

ONE LAYER 5/8" TYPE X GYP. BRD. OR GYP VENEER BASE APPLIED PARALLEL OR

AT RIGHT ANGLES TO EACH SIDE OF 2X WOOD STUDS 16" O.C. WITH 1 1/4" TYPE W

DRYWALL SCREWS 12" O.C. JOINTS STAGGERED 16" ON OPPOSITE SIDES.

*CONST. WHERE INDICATED FOR 1-HR WALL

SIDING PERGA FILE NO WP 3644: GYPSUM WALLBOARD, WOOD STUDS, MINERAL FIBER INSULATION:

ONE LAYER 5/8" TYPE X GYB. BRD APPLIED AT RIGHT ANGLE TO EACH SIDE OF 2X WOOD

STUDS 16" O.C. WITH 2 1/4" TYP S OR W DRYWALL SCREWS 12" O.C. MINERAL FIBER

INSULATION, NOMINAL 2.5 PCF, FRICTION FIT IN STUD SPACE. VERTICAL JOINTS STAGGERED

16" O.C., HORIZONTAL JOINTS STAGGERED 24" O.C., ON OPPOSITE SIDES.

KEYNOTES:

WORK THAT IS CROSSED OUT IN RED IS FROM

PREVIOUS PROJECTS CONSTRUCTION DOCUMENTS

AND IS FOR REFERENCE ONLY. NOTIFY ARCHITECT

IF WORK SHOWN CROSSED OUT WAS NOT

COMPLETED PER THE OLD PROJECT DOCUMENTS.

PROVIDE ADDITIONAL FASTENERS IN (E) FLOOR

SHEATHING TO ACHIEVE 6" MAX. O.C. SPACING AT EACH

(E) FLOOR JOIST. IN LIEU OF 1/2" PLYWD.

UNDERLAYMENT, PROVIDE 3/4" MARINE GRADE PLYWD.,

GLUED TO UNDERLYING SHEATHING WITH HIGH

QUALITY CONSTRUCTION ADHESIVE. STAGGER JOINTS

BETWEEN UNDERLAYMENT PANELS AND SHEATHING

JOINTS. ATTACH UNDERLAYMENT WITH SCREWS AT 6"

O.C. EA. WAY. APPLIES TO ENTIRE ROOM.

RE-FRAME DOOR ROUGH OPENING FOR SCHEDULED

DOOR AND FRAME SIZE. WHERE DOOR IS OF/CI,

RE-FRAME OPENING TO SUIT OWNER-FURNISHED DOOR

AND FRAME.

2X6 STUDS

@ 16" O.C.

5/8" GYP. BRD.

2X4 STUDS

@ 16" O.C.

5/8" GYP. BRD.

EA. SIDE *

2X4 STUDS @ 16" O.C.

5/8" GYP. BRD.

EA. SIDE

ACOUSTICAL

INSULATION

2X6 STUDS @ 16" O.C.

5/8" GYP. BRD.

EA. SIDE *

2X6 STUDS

@ 16" O.C.

5/8" GYP. BRD.

EA. SIDE *

ACOUSTICAL

INSULATION

NOTE: SEE STRUC.

DWGS FOR ADDED

PLYWD. @ SHEAR

WALLS

NOTE: SEE STRUC.

DWGS FOR ADDED

PLYWD. @ SHEAR

WALLS

NOTE: SEE STRUC.

DWGS FOR ADDED

PLYWD. @ SHEAR

WALLS

NOTE: SEE STRUC.

DWGS FOR ADDED

PLYWD. @ SHEAR

WALLS H JF G KA

SIDING PER

ELEVATIONS

(E) DRAINAGE

PLANE

(E) PLYWD.

SHEATHING

5/8" GYP. BRD.

B C

STONE VENEER IN LIEU

OF SIDING WHERE

INDICATED

(E) R-1 1/2" RIGID

INSUL.

(E) CONC. WALL

1 1/2" RIGID INSUL.

*H GYP. ONE SIDE

(E) 2X6 STUDS

5/8" GYP. BRD.

EA. SIDE *

NOTE: SEE STRUC.

DWGS FOR ADDED

PLYWD. @ SHEAR

WALLSL

*L GYP. ONE SIDE

R-13 FIBERGLASS

BATT INSUL.

2X4 STUDS @ 16"

O.C. (E) 2X6 STUDS

@ 16" O.C.

R-21 FIBERGLASS

BATT INSUL.

PLYWD. SHEATHING

5/8" GYP. BRD.

1 1/2" RIGID INSUL.

2X6 STUDS @ 16" O.C.

R-21 FIBERGLASS

BATT INSUL.

R-13 FIBERGLASS BATT

INSUL., 2 LAYERS

1/2" MIN. AIR SPACE

WALL TYPES

(E) PLYWD. SIDING

SIDING PER

ELEVATIONS

(E) PLYWD.

SHEATHING

5/8" TYPE 'X' GYP. BRD.

1 1/2" RIGID INSUL.

(E) 2X6 STUDS

@ 16" O.C.

R-21 FIBERGLASS

BATT INSUL.

5/8" TYPE 'X' GYP.

SHEATHING

5/8" GYP. BRD.

SIDING PER

ELEVATIONS

"NEW" TAG INDICATES ENTIRELY NEW WALL, INCLUDING FRAMING

2X4 STUDS

@ 16" O.C.

GENERAL NOTES:

1. FILL/PATCH ALL HOLES IN FLOOR SHEATHING

2. SCREW DOWN ALL FLOOR SHEATHING TO ELIMINATE

SQUEAKING

SCALE:

A2.4

FIRST FLOOR PLAN

1/4" = 1'-0"

N O

N G

C E

N O

R C

H U

D S

, O R

06/01/26 27

FIRST FLOOR PLAN

JMR

A2.4

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

REVISIONS

OPEN TO BELOW

B DA C

OFFICE

HALL

COPY

ROOM

HALL

G 1-HR

1-HR

H 1-HR

1-HR

'-5

J 1-HR

NEW

A8.2

ELEVATOR

H 1-HR

J 1-HR

NEW

OFFICE

BRIDGE

C O

O F/

O I

OPEN TO BELOW

A3.2

A3.4

S-2c

A3.4

A3.3

RESTROOM

9'-6" TALL WALL

OPEN TO BELOW

BUILT-IN

CASEWORK

ATTIC

ACCESS

ABV.

ATTIC

ACCESS

ABV.

FIRE SPRINKLER

RISER

STOR.

OPEN TO BELOW

J 1-HR

2'-6"

9'-5"

4' -0

-9

±1 '-9

-0 " R

4' -0

-0 " R

4' -0

2'-9" 3'-0" R.O. 7'-2" 1'-2" 4'-0" R.O. 1'-5" 3'-4" 3'-4" 1'-5" 4'-0" R.O. 1'-2"

4'-10"

3'-0" R.O. 2'-11 1/2"

±4'-0 3/4" 6'-0" R.O. 2'-1" 6'-0" R.O. 1'-4 3/4"

5' -1

-8

11 1/2"6'-0" R.O.2'-1"6'-0" R.O.

3'-0" R.O.

6'-0" CTR. ON

DOOR BELOW

1'-10 1/2" 6'-0" R.O. 2'-3" 6'-0" R.O. 3'-10 1/2" 2'-10 1/2" 6'-0" R.O.2'-6"

±1 5'

-4

3' -0

" R .O

±1

7' -4

(E ) R

.O . 3

'-0

3' -0

" R .O

-5

4' -0

-0 " R

2' -6

-0 " R

4' -0

-0 " R

4' -0

6' -0

-8

4'-10"

7' -6

J J

A8.4

3'-0" R.O.3"3'-0" R.O. 3'-0" R.O.

1'-0 1/2"

3" 3'

-0 " R

H (SIM.)

3'-0" R.O.

A5.3

A4.1

7'-0"

3" 3'-0" R.O. 3'-0" R.O.

3" 3'-0" R.O.

3' -0

CTR. DOOR ON BRIDGE

7"7" 3'

-7

2' -0

3' -7

CENTER ON

WINDOWS

BELOW

2' -1

10 3/4"

A4.1DN

STAIR 1

STAIR 2

C C

D.S.

F NEW

D.S.

D.S. TO ROOF

D.S.

D.S. TO ROOF

C C

D.S.

H* NEW

C C

FEC

J 1-HR

NEW

BEAMS BELOW

GYP. ONE

SIDE

CONTRACTOR TO CAREFULLY

RELOCATE OWNER FURNISHED

DESK (+/- 6'-6" x +/- 10'-6") FROM

MAIN LOBBY INTO OFFICE 204

HVAC DUCT PER MECH., TYP.

2x4 FURRING, TYP.