06 DRAFT Drawings - Dexter FF - Architectural.pdf

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DIRECTION OF SECTION VIEW

SECTION IDENTIFICATION

PLATE NUMBER WHERE SECTION IS DRAWN

DIRECTION OF ELEVATION VIEW

ELEVATION IDENTIFICATION

SHEET ID WHERE ELEVATION IS DRAWN

DIRECTION OF ELEVATION VIEW

ELEVATION IDENTIFICATION

SHEET ID WHERE ELEVATION IS DRAWN

DETAIL IDENTIFICATION

SHEET ID WHERE DETAIL IS DRAWN

A-000

REFERENCE SHEET

DRAWING IDENTIFICATION

DRAWING TITLE

DRAWING SCALE

SCALE BAR

ROOM NAME

ROOM NUMBER

DOOR IDENTIFICATION NUMBER

SEE SHEET AL101

PRE-SORT POOL SHADE STRUCTURE

SEE SHEET AM101

SORTING FACILITY SHADE STRUCTURE

SEE SHEET AZ101

MECHANICAL & ELECTRICAL BUILDING

SEE SHEET AY101

MAINTENANCE & OFFICE BUILDING

EQUIPMENT ROOF, SEE SHEET AK101

LADDER ENTRANCE ELECTRICAL

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ABBREVIATIONS REFERENCE SYMBOL LEGEND GENERAL NOTES

FIRE EXTINGUISHER CABINETFEC

INSULATED METAL PANELIMP

FINISH GRADEFG

GYPSUM WALL BOARD

HOLLOW METAL

HARDWARE

GAGE, GAUGE

HM

HDWR

GA

FACE OF CONCRETE

FINISH (ED)

ELEVATION

FIN

FF

FOC

EL

L

ANGLE

AND

TOP OF WALL

TYP

TOW

TYPICAL

CONCRETECONC

CLEAR (ANCE)CLR

ABOVE FINISHED FLOORAFF

ROUGH OPENING

RM

RO

RH

ROOM

RIGHT HAND

ON CENTER (S)OC

MANUFACTURER (ING)

MIN

MAX

MFR

MINIMUM

METAL

MAXIMUM

FINISH FLOOR

PR PAIR

MTL

GWB

REFER TO CS101 FOR SITE LAYOUT AND LOCATIONS OF BUILDINGS RELATIVE TO OTHER SITE ELEMENTS.14.

THE ATTENTION OF THE CONTRACTING OFFICER BEFORE PROCEEDING WITH THE WORK.

VERIFY ALL DIMENSIONS, EXISTING UTILITIES, FIXTURES AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS MUST BE BROUGHT TO 13.

SELECTION OF EXTERIOR MATERIALS MUST FOLLOW COLOR AND PATTERN MATCH REQUIREMENTS INDICATED. FIELD COMPARE MATERIALS TO CONFIRM MATCH WITH EXISTING.12.

ASSEMBLIES SUCH THAT THE WALL'S RATING IS MAINTAIN.

THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PENETRATIONS IN THE STRUCTURE. SEAL ALL PENETRATIONS THROUGH RATED WALLS WITH UL LISTED 11.

PURPOSES ONLY. REFER TO DRAWINGS OF OTHER DISCIPLINES FOR SPECIFIC DESIGN INFORMATION.

CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND TELECOMMUNICATIONS FEATURES SHOWN ON ARCHITECTURAL DRAWINGS ARE FOR COORDINATION AND LOCATION 10.

PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS, OR OTHER SUPPORT FOR FIXTURES, EQUIPMENT CABINETRY, FURNISHINGS AND ITEMS REQUIRING SUPPORT.9.

WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED WOOD. ISOLATE PRESERVATIVE TREATED WOOD FROM METALS.8.

TOLERANCES AND DIMENSIONS. CONTRACTOR SHALL TRIM ITEMS TO FIT AND OTHERWISE ENSURE PROPER INSTALLATION OF WORK.

CONTRACTOR SHALL PROVIDE COMPATIBLE SHIMMING MATERIAL (PLASTIC, METAL, OR OTHER AS PERMITTED BY IBC) AS REQUIRED TO BRING CONSTRUCTION WITHIN SPECIFIED 7.

BE COMPLETELY PROVIDED AS IF NOTED IN FULL.

REPETITIVE FEATURES NOTED TYPICAL ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. REPETETIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL 6.

CURBS, AND LOUVERS.

ALL OPENING DIMENSIONS ARE NOMINAL. THE CONTRACTOR SHALL FIELD MEASURE ALL OPENINGS AND COORDINATE WITH THE APPROPRIATE SUPPLIER FOR ALL DOORS, WINDOWS, 5.

NOTED OTHERWISE. GRID LINES INDICATE THE CENTER OF STRUCTURAL STEEL COLUMNS UNLESS NOTED OTHERWISE.

DIMENSIONS ARE INDICATED IN FEET AND INCHES. DIMENSIONS ARE DRAWN TO FACE OF CONCRETE, STEEL STUDS OR GIRTS, STRUCTURAL STEEL, AND METAL PANEL UNLESS 4.

REQUIREMENTS FOR EARTH, APRON, PAVEMENTS, AND LANDINGS.

PROVIDE ADEQUATE DRAINAGE FROM BUILDING EXTERIOR AND DOOR THRESHOLDS. FINISH GRADE ELEVATIONS VARY. SEE CIVIL FOR ACTUAL FINISH GRADE ELEVATION 3.

SCALE DRAWINGS.

DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS OR PLANS SHALL GOVERN OVER SMALL SCALE PLANS OR NOT TO 2.

ARCHITECTURAL DETAILS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECT. THEY ARE NOT INTENDED TO SHOW EVERY DETAIL OF THE WORK.1.

SECTIONS

ELEVATIONS

EXTERIOR

DETAILS

WINDOW AND LOUVER TAG

CENTERLINE

CENTER LINE

SPOT ELEVATION MARKER

WALL TYPE IDENTIFICATION TAG

ROOF SLOPE INDICATOR, RISE OVER RUN

KEY NOTE TAG

PEMB PRE-ENGINEERED METAL BUILDING

LIGHTLT

ELEVATIONS

INTERIOR

+/- PLUS OR MINUS

EL 281.00'

W1

A

AY101

OFFICE

TOS

CL

KEY PLAN

SCALE: X" = X'-X" 0 X X X

X

XXX

TOS TOP OF SLAB

TOP OF FINISH FLOORTOFF

HR HOUR

LHRB LEFT HAND REVERSE BEVEL

LH LEFT HAND

OVERHEAD COILING DOOROCD

AT@

XPS EXTRUDED POLYSTYRENE

NIC NOT IN CONTRACT (SHOWN FOR REFERENCE ONLY)

FINISH SCHEDULES

BATT INSULATION, SEE WALL AND

METAL STUD WALL WITH ACOUSTICAL

D CLOTHES DRYER

CLOTHES WASHERW

HW HOT WATER TANK

MS MOP SINK

PAINTEDPTD

INSUL INSULATION

STRUCTURALSTR

TOP OF CONCRETETOC

BUILDINGBLDG

CEMENTITIOUS BACKER UNITCBU

XXX

X

XXX

X

DRAFT

6'-10"

2'-9"

1'-6"

M

IN

1/2" TYP.

T

Y P

1'-6" TYP.

4'-0" TYP.

T

Y P

1 1/2 " TYP.

1"

/2

/2

M

IN

7'1'-6"

3'-5" 3'-5"

1" TYP.

ALUMINUM Z BARS

3" x 2-11/16" x 2-11/16"

THIS SHEET FOR TEXT.

SHEET. SEE DETAIL 2

1/8" THICK ALUMINUM

"B" GRADE POSTS

4x4 REDWOOD HEART

SPECIFICATIONS

FOOTING, SEE

CONCRETE

CYLINDRICAL

FINISH GRADE

FINISHED GRADE

1" ABOVE

CONCRETE TO

SLOPE TOP OF

STEEL POST BASE

GALVANIZED

12-GAUGE

CAST-IN-PLACE

SPECIFICATIONS

FOOTING, SEE

CONCRETE

CYLINDRICAL

"B" GRADE POSTS

4x6 REDWOOD HEART

THIS SHEET FOR TEXT.

SHEET. SEE DETAIL 4

1/8" THICK ALUMINUM

ANGLE BRACKET

2x2 ALUMINUM

2x2 FASTENED BY

LUMBER FRAMING,

ALUMINUM Z BARS

3" x 2-11/16" x 2-11/16"

FINISH GRADE FINISHED GRADE

1" ABOVE

CONCRETE TO

SLOPE TOP OF

STEEL POST BASE

GALVANIZED

12-GAUGE

CAST-IN-PLACE

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Dexter Dam

Fish Collection Facility

CASTLE TO HAVE WHITE FILL

COMMUNICATION RED

BACKGROUND COLOR:

WHITE, TYP.

TEXT COLOR:

CORPS BROWN, TYP.

SIGN BACKGROUND COLOR:

US Army Corps of Engineers

DESIGNATOR

4", TYP OF FACILITY

TEXT SIZE:

Willamette Valley Project

DIAMETER

Electrical

Room

Mechanical

Room

WHITE, TYP.

TEXT COLOR:

CORPS BROWN, TYP.

COLOR:

SIGN BACKGROUND

FOR PLACEMENT

SHEET AZ101

SEE ELEVATION H,

FOR MOUNTING

SPECIFICATIONS

SEE

Maintenance and

Office Building

Mechanical and

Electrical Building

DESIGNATOR

2", TYP. OF ROOM

TEXT SIZE:

DESIGNATOR

BUILDING

3", TYP OF

TEXT SIZE:

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DIAMETER

SHEET NOTES:

FOR CONCRETE FOOTING REQUIREMENTS.

PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS"

SEE SPECIFICATION SECTION 03 31 01.00 25 "CAST-IN-6.

TYPEFACE.

SIGNAGE", PARAGRAPH 2.1.2.2 FOR REQUIRED TEXT

SEE SPECIFICATION SECTION 10 14 00.10 28 "EXTERIOR 5.

LOCATIONS

SEE SHEET CS105 FOR EXTERIOR SIGNAGE PLACEMENT 4.

SIGNAGE" FOR SIGNAGE SCHEDULE REQUIREMENTS.

SEE SPECIFICATION SECTION 10 14 00.10 28 "EXTERIOR 3.

DETAILS, THIS SHEET.

MOUNT EXTERIOR SIGNS IN CONCRETE FOOTINGS PER 2.

ULTRAVIOLET RESISTANT

MATERIALS THAT ARE BOTH WEATHER AND

FABRICATE EXTERIOR SIGNAGE WITH NON-FERROUS 1.

SIGN ELEVATION SECTION A SECTION B

A

B

ROOM DESIGNATORS BUILDING DESIGNATORS

DETAIL: BUILDING SIGN INSTALL

SCALE: 1"=1'-0"-

DETAIL: FACILITY SIGN INSTALL

SCALE: 1"=1'-0"-

FACILITY SIGNAGE GRAPHICS

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

BUILDING SIGNAGE GRAPHICS

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

B

SIGN ELEVATION SECTION A SECTION B

A

0 1' 2'6"

0 1' 2'6"

1' 2'0 6"

1' 2'0 6"

6'-5"

6'-0"

3'-0"

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1' 0" 2' 0" 4' 0"0

1' 0" 2' 0" 4' 0"0 1' 0" 2' 0" 4' 0"0

2:12 SLOPE

9 6

C L

CL

TOS

EL 663.83'

2% SLOPE

TOP OF CURB

EL 664.5'

C L

DRAWING PLOT SIZE: $BORDER$

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BORDER VERSION UPDATE [12-2015]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D

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KEY NOTES:

KEY NOTE

FROM THE EQUIPMENT AS SHOWN

PRECAST CONCRETE SPLASH BLOCK, DIRECT WATER AWAY

SHEET METAL HIGH SIDE TRIM

SHEET METAL TRIM AT RAKE, TYPICAL

CONTRACTOR DESIGN, 6" THICK MINIMUM

REINFORCED CONCRETE SLAB AND COLUMN FOOTING PER

ROOF PURLINS PER PEMB MANUFACTURER

MANUFACTURER, TYPICAL OF 2

TUBE STEEL MOMENT COLUMN AND BEAM PER PEMB

BEAM PER PEMB MANUFACTURER

MOMENT CONNECTION PLATE BETWEEN COLUMN AND ROOF

OVERHEAD ROOSTING

BIRD NETTING, PROVIDE FULL COVERAGE TO EXCLUDE ALL

CONCRETE CURB

ELECTRICAL EQUIPMENT CABINETS, SEE ELECTRICAL

CONCRETE SPLASH BLOCK, SEE AZ502.

OPEN FACE SHEET METAL DOWNSPOUT, DISCHARGE TO

SHEET NOTES:

2.

1.

PROVIDE LEVELING GROUT UNDER BASEPLATE

CONCRETE SLAB WITH REMOVABLE NUTS AND WASHERS,

COLUMN BASE PLATE PER PEMB MANUFACTURER, BOLT TO

METAL ROOF PANELS

WHERE OCCURS

BIRD DETERRENT SPIKES AT TOP OF COLUMN LEDGE,

N

GRADING

SEE CIVIL SHEET CG101 FOR INFORMATION ON SITE

GENERAL NOTES

SEE SHEET A-001 FOR ABBREVIATIONS, SYMBOLS, AND

ELECTRICAL CLEARANCE AREA18

GUARDRAIL, SEE STRUCTURAL19

N

DOWNSPOUT

SHEET METAL GUTTER, SLOPE 1/8" PER FOOT TOWARDS

FINISH GRADE PER CIVIL

SEE DETAIL 10 ON SHEET AY503

EMBEDDED PIPE BOLLARD, TYPICAL

C

FINISH NOTES:

SUBMITTAL PROCESS.

MANUFACTURER STANDARD OFFERINGS AS PART OF THE

SELECTION WILL BE MADE BY THE GOVERNMENT FROM

COLORS PROVIDED ARE GENERAL INTENT. FINAL COLOR 1.

A-001

B

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

FLOOR PLAN

A-001

A

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

ROOF PLAN

C

SCALE: NTS

ISOMETRIC

D

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

CROSS SECTION

D DRAFT

-0

18'-0"18'-0"18'-0"18'-0"18'-0"18'-0"18'-0"

36'-0"90'-0"

5'-4"

SHADE STRUCTURE ROOF FUTURE SHADE STRUCTURE ROOF EXPANSION

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F O

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FACE OF

COLUMN

FACE OF

COLUMN

FACE OF

CONC

SHEET NOTES:

SEE MECHANICAL FOR EQUIPMENT ASSOCIATED WITH THE PRE-SORT POOL.

SEE STRUCTURAL FOR WALKWAYS, STAIRS AND CONCRETE ASSOCIATED WITH THE PRE-SORT POOL.

SEE SHEET AL301 AND AL 601 FOR METAL SUN LOUVERS.

SHADE STRUCTURE ROOF EXPANSION (GRID LINES 7 AND 8).

FOUR CONCRETE FOOTINGS AND PEDESTALS ARE TO BE INSTALLED IN PREPARATION FOR POSSIBLE FUTURE

CONDITIONS, I.E. ON SOIL AND ON ROCK

OF ROCK LAYER; FOUNDATION DESIGN BY PEMB MANUFACTURER MUST ACCOUNT FOR DIFFERENT BEARING

SUBSURFACE ROCK CONDITIONS VARY; SEE CIVIL SHEETS FOR SITE SECTIONS INDICATING ESTIMATED DEPTH

SEE SHEET C-100 FOR INFORMATION ON SITE GRADING

SEE SHEET A-001 FOR ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES

KEY NOTES:

KEY NOTE

MANUFACTURER, TYPICAL OF 15

CONC FOOTINGS AND PEDESTALS, PER PEMB

METAL ROOF PANELS

SHEET METAL GUTTER, NO SLOPE, TYPICAL OF 2

PRECAST CONCRETE SPLASH BLOCK AT DISCHARGE

OPEN FACE SHEET METAL DOWNSPOUT WITH

NOT IN USE

VENTED SHEET METAL RIDGE CAP

FLUME TO SORT AREA - SEE MECHANICAL

SHEET METAL TRIM AT RAKE, TYPICAL

TYPICAL OF 6

MOMENT FRAME PER PEMB MANUFACTURER,

VAULT, SEE MECHANICAL

NOT IN USE

EXPANSION JOINT IN GUTTER

NOT IN USE

EXPANSION

FOOTING AND PEDESTAL FOR FUTURE SHADE STRUCTURE

SEE MECHANICAL

APPROXIMATE LOCATION OF FISH WATER SUPPLY PIPE BELOW FOOTING,

FISH WATER SUPPLY PIPE TRENCH BELOW, PER PEMB MANUFACTURER

SPECIALTY CONC FOOTING AND PEDESTAL, SIZE FOOTING TO SPAN ACROSS

PRE-SORT POOL - SEE STRUCTURAL

STRUCTURAL

STEEL WALKWAY AND ACCESS STAIRS - SEE

SHEET

SF101

SHEET

SF101

AZ502

MP506

PIPING BELOW GRADE, TYPICAL - SEE MECHANICAL

MANUFACTURER

DIAGONAL LATERAL BRACING PER PEMB

0 4' 8' 12'

0 4' 8' 12'

N N

7.

6.

5.

4.

3.

2.

1.

NOTE

A-001

A

SCALE: 3/16" = 1'-0"

ROOF PLAN

A-001

B

SCALE: 3/16" = 1'-0"

FLOOR PLAN

AL301

A

AL301

B

AL301

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RIDGE

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2DRAFT

FUTURE SHADES STRUCTURAL EXPANSION

M

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13'-8" MIN CLEAR

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6'-3"13'-0"6'-3"

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TOC

EL 677.50'

1.1

F O

C 1

TOC

EL 677.08'

BA

PEDESTAL, TYP

TOP OF CONC

EL 670.57'

SECTION

LONGITUDINAL

VARIES, SEE

AT SPRINGPOINT

TOP OF COLUMN

EL 697.08'

TOP OF MOMENT FRAME

EL 669.33'

TOP OF WALKWAY

SEE STRUCTURAL

TOP OF WALKWAY

SEE STRUCTURAL

SEE CIVIL

FINISH GRADE

EL VARIES

0 4' 8' 12'

0 4' 8' 12'

KEY NOTES:

KEY NOTE

DIAGONAL LATERAL BRACING PER PEMB MANUFACTURER

SHEET METAL ROOF PANELS

SHEET METAL GUTTER, NO SLOPE, TYPICAL OF 2

BLOCK, TYPICAL OF 8, SEE AZ502

OPEN FACE SHEETMETAL DOWNSPOUT WITH PRECAST CONCRETE SPLASH

CROWDER ASSEMBLY PER MECHANICAL

SHEET METAL VENTED RIDGE CAP

PEMB MANUFACTURER

SECONDARY STRUCTURAL SUBFRAMES TO SUPPORT SUN LOUVERS PER

SHEET METAL TRIM AT RAKE, TYPICAL

MOMENT FRAME PER PEMB MANUFACTURER, TYPICAL OF 6 FISH LADDER PER STRUCTURAL

NOT IN USE

NOT IN USE

THAN 6'-0" ABOVE ADJACENT FINISH GRADE, TYPICAL AT ALL PEDESTALS

TOP OF CONTRACTOR DESIGNED CONC PEDESTALS MUST NOT BE HIGHER

PIPING BELOW GRADE - SEE MECHANICAL

PRE-SORT POOL - SEE STRUCTURAL

STEEL WALKWAY AND ACCESS STAIRS - SEE STRUCTURAL

CONCRETE FOOTINGS AND PEDESTALS CONTRACTOR DESIGN, TYPICAL OF 16

METAL SUN LOUVERS, SEE SCHEDULE ON AL601

ROOF PURLINS PER PEMB MANUFACTER, TYPICAL

ROOSTING

BIRD NETTING, PROVIDE FULL COVERAGE TO EXCLUDE ALL OVERHEAD

SHEET NOTES:

SORT POOL.

SEE MECHANICAL FOR EQUIPMENT AND PIPING ASSOCIATED WITH THE PRE-

WITH THE PRE-SORT POOL.

SEE STRUCTURAL FOR WALKWAYS, STAIRS, AND CONCRETE ASSOCIATED

SECTIONS INDICATING ESTIMATED DEPTH OF ROCK LAYER.

SUBSURFACE ROCK CONDITIONS VARY. SEE CIVIL SHEETS FOR SITE

SEE SHEET CS101 FOR INFORMATION ON SITE GRADING

SEE SHEET A-001 FOR ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES

5.

4.

3.

2.

1.

AL501

AL501

AL101

A

SCALE: 3/16" = 1'-0"

LONGITUDINAL SECTION

AL101

B

SCALE: 3/16" = 1'-0"

CROSS SECTION

AL101

C

NOT TO SCALE

ISOMETRICDRAFT

STRUCTURE MANUFACTURER.

REQUIRED BY THE PRE-ENGINEERED CANOPY

LOUVERS - WIDTH SHALL BE 6" X DEPTH AS

STRUCTURAL HORIZONTAL TS SUPPORT FOR

1" 4"

THE STEEL STRUCTURAL SUPPORT FRAME.

TAPE TO ISOLATE THE ALUMINUM LOUVER FROM

SELF-ADHERING PVC CORROSION PROTECTION

SIDE OF THE LOUVER FRAME.

CONTINUOUS SILICONE SEALANT TO EACH

TO MEET THE WIND LOADING CRITERIA .

SPACED AS REQUIRED BY THE LOUVER MFR.

WITH 1/4" DIAMETER SELF-DRILLING FASTENERS

SHIMS AND FASTEN TO THE TS SUPPORT FRAME

(SEE SPEC). CENTER IN OPENING WITH PLASTIC

FIXED, DRAINABLE BLADE SUNSCREEN LOUVER

THE STEEL STRUCTURAL SUPPORT FRAME.

TAPE TO ISOLATE THE ALUMINUM LOUVER FROM

SELF-ADHERING PVC CORROSION PROTECTION

SIDE OF THE LOUVER FRAME.

CONTINUOUS SILICONE SEALANT TO EACH

STRUCTURE MANUFACTURER.

REQUIRED BY THE PRE-ENGINEERED CANOPY

LOUVERS - WIDTH SHALL BE 6" X DEPTH AS

STRUCTURAL HORIZONTAL TS SUPPORT FOR

TO MEET THE WIND LOADING CRITERIA .

SPACED AS REQUIRED BY THE LOUVER MFR.

WITH 1/4" DIAMETER SELF-DRILLING FASTENERS

SHIMS AND FASTEN TO THE TS SUPPORT FRAME

(SEE SPEC). CENTER IN OPENING WITH PLASTIC

FIXED, DRAINABLE BLADE SUNSCREEN LOUVER

MEET THE WIND LOADING CRITERIA .

FASTENERS SPACED AS REQUIRED BY THE LOUVER MFR. TO

THE TS SUPPORT FRAME WITH 1/4" DIAMETER SELF-DRILLING

CENTER IN OPENING WITH PLASTIC SHIMS AND FASTEN TO

FIXED, DRAINABLE BLADE SUNSCREEN LOUVER (SEE SPEC).

CANOPY STRUCTURE MANUFACTURER.

SHALL BE 6" X WIDTH AS REQUIRED BY THE PRE-ENGINEERED

STRUCTURAL VERTICAL TS SUPPORT FOR LOUVERS - DEPTH

SIDE OF THE LOUVER FRAME.

CONTINUOUS SILICONE SEALANT TO EACH

THE STEEL STRUCTURAL SUPPORT FRAME.

TAPE TO ISOLATE THE ALUMINUM LOUVER FROM

SELF-ADHERING PVC CORROSION PROTECTION

LOUVER JAMB FRAMES TOGETHER.

LOUVER MULLIONS FORMED BY FASTENING

CONTINUOUS SILICONE SELANT.

JAMB FRAMES WITH BACKER ROD AND

SEAL THE OUTSIDE JOINT BETWEEN LOUVER

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DRAWING PLOT SIZE: $BORDER$

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BORDER VERSION UPDATE [12-2015]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D

A T

E

HEAD DETAIL: SUNSCREEN LOUVER

SCALE: 3"=1'-0"-

SILL DETAIL: SUNSCREEN LOUVER

SCALE: 3"=1'-0"-

JAMB/MULLION DETAIL: SUNSCREEN LOUVER

SCALE: 3"=1'-0"-

6"0 3" 1'

6"0 3" 1'

6"0 3" 1'

18'-0" MAX (CENTER TO CENTER OF COLUMNS)

EQUAL EQUAL EQUAL

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LOUVER ASSEMBLY

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LOUVER NOTES:

MANUFACTURER

MOUNT LOUVERS TO OUTSIDE OF MOMENT FRAME COLUMNS PER PEMB

SEE SHEET AL301 FOR MOUNTING HEIGHT.

BAY AS SHOWN ON AL301, TYPICAL OF 10 LOUVER ASSEMBLIES.

PROVIDE LOUVER ASSEMBLIES ON BOTH SIDES OF THE MOMENT FRAMES AT EACH

KEY NOTES:

ID KEYNOTE

ON PEMB DESIGN OF SUBFRAMING MEMBERS TO MAINTAIN OVERALL ASSEMBLY DIMENSIONS

LOUVER SIZES ARE APPROXIMATE FOR BIDDING PURPOSES, ACTUAL SIZE TO BE ADJUSTED BASED

HSS LOUVER SUBFRAME, SIZING PER PEMB MANUFACTURER

3.

2.

1.

FINISH NOTES:

SUBMITTAL PROCESS.

MANUFACTURER STANDARD OFFERINGS AS PART OF THE

SELECTION WILL BE MADE BY THE GOVERNMENT FROM

COLORS PROVIDED ARE GENERAL INTENT. FINAL COLOR 1.DRAFT

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SW ISOMETRIC

NOT TO SCALEAM101

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FEC

MAINTENANCE BAY

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RESTROOM

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FEC

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CONFERENCE

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FEC

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HW

MS

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ROOM

CONFERENCE

ELECTRICAL SHEETS.

IS SHOWN ON MECHANICAL AND

INFORMATION PERTAINING TO EQUIPMENT

EGRESS PATHS ONLY.

FOR THE PURPOSED OF CALCULATING

FURNISHINGS AND VEHICLES ARE SHOWN

FIRE EXTINGUISHER CABINET MOUNTING.

SEE INTERIOR ELEVATIONS ON AY401 FOR

LIGHTING AND EXIT SIGN INFORMATION.

SEE ELECTRICAL FOR EMERGENCY

CONSTRUCTION DOCUMENTS.

CONTAINED HERE IS LOCATED WITHIN THE

CONTRACT AND ALL INFORMATION

IS NOT PART OF THE CONSTRUCTION

THIS SHEET IS FOR REFERENCE ONLY. IT

CODE DATA:

4' 8'0 2'

N

5.

4.

3.

2.

1.

SHEET NOTES:

LEGEND

PARTITION

SMOKE

DISTANCE

TRAVEL

MAXIMUM

ELECTRICAL

LIGHTING PER

EMERGENCY

EXIT SIGN WITH

ILLUMINATED

FEC

CABINET

FIRE EXTINGUISHER

CLEARANCE AREA

ACCESSIBILITY

4' 8'0 2'

N

C

LOCATION

EXIT

BUILDING

ELECTRICAL

FIXTURE PER

LIGHTING

EMERGENCY

A-001

A Full Size 1/4" = 1'-0"

CODE PLAN

A-001

B Full Size 1/4" = 1'-0"

ACCESSIBILITY CLEARANCES PLAN

55'-8"

19'-4"19'-4" 17'-0"

"2

2'-1

R

O

"6

55'-4" OUT TO OUT OF 8" WALL GIRTS

3'-1"

5'-4"

2'-9"+/-

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24'-0" ROUGH OPENING"2

4'-1"2

5'-3 4'-0"3'-6" RO

17'-0" FACE OF GIRT TO FACE OF STUD WALL

8" WALL GIRT, TYP

R

O

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1'-2"

4'-2"

4'-6" MIN 2'-2"+/-

10'-6"

8"

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ROOM

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AY503

AY502

AY502

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AY201

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AY201

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C

B

C L

W2

W4

W4

W4

G

IR

T

S

AY103

AQ401

CONFERENCE

ROOM

W3

~GIRTS~

W2

D

C

A

B

S O

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A

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IL

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IG

N E

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IL

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SHEET

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KEY NOTES:

SECURE TO STRUCTURE WITH SEISMIC BRACING

HOT WATER TANK - SEE PLUMBING PLAN

KEY NOTE KEY NOTE

SINGLE PIECE TWO-WALL GRAB BAR - SEE SHEETS AY301 AND AY401

SANITARY NAPKIN DISPOSAL

DISCHARGE, TYPICAL OF 4 - SEE SHEET AZ502

CONNECT TO UNDERGROUND STORM WATER PIPING AT DOWNSPOUT

TOILET TISSUE DISPENSER

SOAP DISPENSER

TRENCH DRAIN - SEE PLUMBING PLAN

SEMI-RECESSED FIRE EXTINGUISHER CABINET

EMERGENCY EYE WASH STATION - SEE PLUMBING PLAN

ELECTRICAL/TELECOM EQUIPMENT - SEE ELECTRICAL

MOP SINK AND FAUCET - SEE PLUMBING PLAN

INSULATED METAL PANELS, CONFORM AROUND GIRTS AS NECESSARY

CONTINUE WALL AND BATT INSULATION TIGHT TO BACKSIDE OF

WATER CLOSET - SEE PLUMBING PLAN

LAVATORY AND FAUCET - SEE SECTION 12 32 00 AND PLUMBING PLAN

NOT IN USE

DIAGONAL BRACING FOR MOMENT FRAME PER PEMB MANUFACTURER

MOMENT FRAME PER PEMB MANUFACTURER

MIRROR 24" X 36" - SEE SHEET AY401

ON AY301 AND AY401

UPPER WALL CABINETS - SEE INTERIOR ELEVATIONS AND SECTIONS

ELEVATIONS AND SECTIONS ON AY301 AND AY401

BASE CABINETS WITH COUNTERTOP AND BACKSPLASH - SEE INTERIOR

AND PLUMBING PLAN

KITCHEN SINK, FAUCET, AND HANDSPRAY HOSE - SEE SECTION 12 32 00

PAPER TOWEL DISPENSER

COMBINATION COAT HOOK AND BUMPER

FUTURE REFRIGERATOR LOCATION - NOT IN CONTRACT

PROVIDE HOOKUPS - SEE MECHANICAL & ELECTRICAL

FUTURE WASHER & DRYER APPLIANCES, NOT IN CONTRACT.

TRANSITION STRIP BETWEEN FLOORING

MINIMUM, TYPICAL OF 6, SEE SHEET AZ502

OPEN FACE RECTANGULAR SHEET METAL DOWNSPOUT, 3 1/2" X 4"

INSULATED METAL ROOF PANELS

SHEET METAL GUTTER, 4" X 4" MINIMUM, NO SLOPE, TYPICAL OF 3

NOT IN USE

DRYER EXHAUST VENT HOOD - SEE MECHANICAL

SHEET METAL RIDGE CAP

VINYL PLANK FLOORING - SEE SHEDULE ON SHEET AY602

MAXIMUM - SEE SHEDULE ON SHEET AY602

TILE FLOORING - CENTER ON FLOOR DRAIN AND SLOPE TO DRAIN 2%

SHEET AY102

SLOPED CONCRETE FLOOR, STEEL TROWEL FINISH - SEE SLAB PLAN ON

SURFACE-MOUNTED PIPE BOLLARD - SEE SHEET AY503

CONCRETE ROAD AND SIDEWALK - SEE CIVIL

EMBEDDED PIPE BOLLARD - SEE SHEET AY503

PLUMBING PLAN FOR VENT PIPE

WASTE VENT TERMINATION WITH SILICONE FLASHING BOOT - SEE

DAMPER - SEE MECHANICAL

LOUVER - SEE LOUVER SCHEDULE ON SHEET AY601

SHEET NOTES:

SEE SHEET AY603 FOR SIGN SCHEDULE5.

SEE SHEET AY602 FOR FINISHES SCHEDULES4.

SEE SHEET AY601 FOR DOOR, WINDOW, LOUVER, AND WALL SCHEDULES3.

SEE SHEET AY102 FOR THE REFLECTED CEILING PLAN AND CONCRETE SLAB PLAN2.

SEE SHEET A-001 FOR ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES1.

N

N

N N

4' 8'0 2'

4' 8'0 2'

2' 4'0 1'2' 4'0 1'

A-001

A

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

ROOF PLAN

A-001

B

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

FLOOR PLAN

C

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

PARTIAL ENLARGED FLOOR PLAN

ROOM 103

D

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

PARTIAL ENLARGED FLOOR PLAN

ROOM 104

27'-9"+/- FROM FACE OF COLUMN TO CENTERLINE OF HOIST BEAM

6"

6"

55'-4"

37'-2" APPROXIMATELY, COORDINATE WITH PEMB COLUMN LAYOUT

16'-0"EQUAL EQUAL

24'-6"+/- ROUGH OPENING, COORDINATE WITH DOOR FRAMING2'-2""2

3'-4"2

3'-7

10'-8"

2'-0"+/-

"2

3'-4 13'-1"

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

/0

/2

D X

F .1

A

Y .d g n

AY102

A

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O R

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IN

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P O

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L A

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R E

G O

N

P O

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L A

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D

IS

T R

IC

T T

H E

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Z A

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R

A

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O L

E

M A

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H E

W G

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N G

E R

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A

T A

F

L E

C T

E D

C E

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IN

G P

L A

N

S L

A B

P L

A N

M A

IN

T

E N

A N

C E

O

F F

IC

E

B U

IL

D

IN

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U

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IS

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IR

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9'-0"

9'-0"

9'-0"

RESTROOM

ROOM

CONFERENCE

HALLWAY

MAINTENANCE BAY

OFFICE

9'-0"

EXPOSED

C L

16 16

161612

12 12

2% SLOPE 2% SLOPE

S L

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TOW

EL 659.50'

T O

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.5

T O

W

E L

.5

TOW

EL 661.50'

TOP OF GRATING

EL 658.79'

TOS

EL 659.00'

TOS

EL 659.00'

T O

W

E L

.5

T O

W

E L

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T O

W

E L

.5

T O

W

E L

.5

TOW

EL 659.50'

TOS

EL 659.00'

TOS

EL 659.00'

TOS

EL 658.83'

T O

S

E L

.0

TOS

EL 659.00'

FACE OF

FOUNDATION

F A

C E

O F

F O

U N

D A

T

IO

N

E D

G E

O F

F O

U N

D A

T

IO

N

FACE OF

FOUNDATION

V A L L E

Y

V A L L E

Y V

A L L E

Y

V A L L E

Y

2 2 2

C L

KEY NOTE

HOIST BEAM PER PEMB MANUFACTURER

NOT IN USE

INSULATED METAL ROOF PANELS, EXPOSED UNDERSIDE

SHEET NOTES:

6.

5.

4.

3.

2.

1.

LEGEND:

PURLINS PER PEMB MANUFACTURER, TYPICAL

DIAGONAL LATERAL BRACING PER PEMB MANUFACTURER

MOMENT FRAME PER PEMB MANUFACTURER

COILING OVERHEAD DOOR HOOD PER DOOR SCHEDULE - SEE SHEET AY601

TRENCH DRAIN - SEE PLUMBING PLAN

CONTROL JOINTS PER PEMB MANUFACTURER SLAB DESIGN

NOT IN USE

FLOOR DRAIN - SEE PLUMBING PLAN

9'-0"

SUSPENDED ACOUSTIC CEILING TILE (2'X2')

GYPSUM BOARD CEILING (PAINTED)

DENOTES CEILING HEIGHT FROM FINISH FLOOR

EXPOSED

UNDERSIDE OF INSULATED METAL ROOF PANELS)

DENOTES EXPOSED STRUCTURE (PURLINS, MOMENT FRAME, AND

2' X 2' RECESSED LIGHT FIXTURE, SEE EY101

LIGHT FIXTURE, SEE EY101

SUSPENDED MAINTENANCE BAY

EXHAUST FAN IN CEILING, SEE MY101

TRANSFER RETURN GRILLE, SEE MY101

SUPPLY DIFFUSER, SEE MY101

SEE ROOM FINISH SCHEDULE ON AY602 FOR ADDITIONAL INFORMATION.

SLAB TO HAVE UNDER SLAB VAPOR BARRIER OVER 8" MIN COMPACTED GRAVEL BASE.

FOR SPECIFIC INFORMATION ON COMPONENTS AND SYSTEMS.

COORDINATION AND LOCATION PURPOSES ONLY. SEE MECHANICAL AND ELECTRICAL DRAWINGS

MECHANICAL AND ELECTRICAL INFORMATION SHOWN ON ARCHITECTURAL DRAWINGS IS FOR

SEE MECHANICAL FOR ADDITIONAL INFORMATION - MY101

SEE ELECTRICAL FOR ADDITIONAL INFORMATION - EY402

SEE SHEET A-001 FOR ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES

N

N

EXTERIOR LIGHT FIXTURE - SEE ELECTRICAL

EMERGENCY LIGHT FIXTURE - SEE ELECTRICAL

EXIT SIGN AND EMERGENCY LIGHT - SEE ELECTRICAL

HIGH BAY LIGHT FIXTURE, TYP - SEE ELECTRICAL

VENTED SHEET METAL SOFFIT, TYPICAL AT OVERHANGS

EXHAUST FAN, DAMPER AND WEATHER HOOD - SEE MECHANICAL

RESTROOM SLAB

PROVIDE CONTROL JOINTS AROUND THE PERIMETER OF THE RECESSED

STEP IN CONCRETE STEM WALL

4' 8'0 2'

4' 8'0 2'

KEY NOTES:

AY101

B

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

SLAB PLAN

AY101

A

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

REFLECTED CEILING PLAN

H

E A

D T

Y P

EQUAL

R

O U

G H

O P

E N

IN

G

EQUAL

G R

A D

E F

IN

IS

H A

B O

V E

1'-4"

1'-6" +/-

H

E A

D T

Y P

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

/0

/2

B C

O E

S R

E V

IE

W

D X

F .1

A

Y .d g

AY201

A

R M

Y C

O R

P S

O F

E N

G

IN

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P O

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L A

N D

O

R E

G O

N

P O

R T

L A

N D

D

IS

T R

IC

T T

H E

W G

Z A

N G

E R

R

A

A N

S I

F

H A

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O L

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M A

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H E

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N G

E R

R

A

T A

T

E R

IO

R

E L

E V

A T

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N

S

I S

O M

E T

R

IC

M A

IN

T

E N

A N

C E

O

F F

IC

E

B U

IL

D

IN

G

U

L T

F

IS

H F

A C

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IT

Y U

P G

R A

D E

W N

R

X T

E R

D A

M A

N D

R E

S E

R V

O

IR

DRAWING PLOT SIZE: $BORDER$

D

C

A

B

S O

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IC

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A

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F

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A M

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C K

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IDENTIFICATION

SHEET

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R of Engineers

US Army Corps

BORDER VERSION UPDATE [12-2015]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D

A T

E

16 18

EL 659.00 = TOS

CENTER

OVER DOOR

12 12

LV3

A

A

AY101AY105A

Maintenance and

Office Building

1111 17

2+/-:1

2 SLOPE

2+/-:1

2 SLOPE

2+/-:12 SLOPE

C L

C L

EL 659.00 = TOS

FG = 661.00 +/-

6 ~

LV1

TOS EL 659.00

LV2

1 3

EL 659.00 = TOS

A A A A

KEY NOTE

INSULATED METAL ROOF PANELS - SEE SHEET AY501

SHEET METAL GUTTER, NO SLOPE, TYPICAL OF 3 - SEE SHEET AY501

NOT IN USE

SHEET METAL RIDGE CAP - SEE SHEET AY501

INSULATED METAL WALL PANELS - SEE SHEET AY501 AND AY502

SHEET METAL TRIM AT RAKE - SEE SHEET AY501

CONCRETE ROAD AND SIDEWALK - SEE CIVIL

SHEET METAL TRIM AT OUTSIDE CORNER

FOUNDATION BELOW, DESIGN PER CONTRACTOR

WINDOW - SEE SHEETS AY502 AND AY601

EXHAUST FAN, DAMPER AND WEATHERHOOD - SEE MECHANICAL

COILING OVERHEAD DOOR - SEE SHEETS AY502 AND AY601

FOUNDATION INSULATION WITH PROTECTIVE COATING - SEE SHEET AY501

PLUMBING PLAN

WASTE VENT TERMINATION WITH SILICONE FLASHING BOOT - SEE

DAMPER - SEE MECHANICAL

LOUVER - SEE SHEETS AY503 AND AY601

PERSONNEL DOOR - SEE SHEETS AY502 AND AY601

SHEET METAL TRIM AT WINDOWS, DOORS, AND LOUVERS

VENTED SHEET METAL SOFFIT, TYPICAL AT OVERHANGS - SEE SHEET AY501

30 NOT IN USE

NOT IN USE

NOT IN USE

NOT IN USE

NOT IN USE

FINAL PLACEMENT IN THE FIELD - SEE SHEET A-601

BUILDING SIGN, LOCATION SHOWN REFLECTS DESIGN INTENT, COORDINATE

DISCHARGE, TYPICAL OF 4 - SEE SHEET AZ502

CONNECTION TO UNDERGROUND STORM DRAINAGE SYSTEM AT DOWNSPOUT

EMBEDDED PIPE BOLLARD - SEE SHEET AY503

DRYER EXHAUST VENT HOOD - SEE MECHANICAL

EXTERIOR LIGHT FIXTURE - SEE ELECTRICAL

TYPICAL OF 6 - SEE SHEET AY503

OPEN FACE RECTANGULAR SHEET METAL DOWNSPOUT, 3 1/2" X 4" MINIMUM,

EAST ELEVATION

SCALE: 1/4" = 1'-0"AY101

B 4' 8'0 2'

SOUTH ELEVATION

SCALE: 1/4" = 1'-0"AY101

A 4' 8'0 2'

WEST ELEVATION

SCALE: 1/4" = 1'-0"AY101

D 4' 8'0 2'

NORTH ELEVATION

SCALE: 1/4" = 1'-0"AY101

C 4' 8'0 2'

ISOMETRIC

NOT TO SCALE

E

KEY KEYNOTE NOTE

NOT IN USE

KEY NOTES:DRAFT

A B

A

B O

V

H

E A

D T

Y P

T O

B O

T T

O M

O F

H O

IS

T

B E

A M

/2

T

Y P

IC

A

L

AY101

SEE

AY101

SEE

T

Y P

IC

A

L

CLEAR

MIN FIN

3'-4"

1'-6"

3'-6"

3'-0" 3'-0" 3'-0"

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

/0

/2

B C

O E

S R

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IE

W

D X

F .1

A

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A

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P S

O F

E N

G

IN

E E

R S

P O

R T

L A

N D

O

R E

G O

N

P O

R T

L A

N D

D

IS

T R

IC

T T

H E

W G

Z A

N G

E R

R

A

A N

S I

F

H A

R P

O L

E

M A

T T

H E

W G

Z A

N G

E R

R

A

T A

C

T

IO

N S

M A

IN

T

E N

A N

C E

O

F F

IC

E

B U

IL

D

IN

G

AY301

U

L T

F

IS

H F

A C

IL

IT

Y U

P G

R A

D E

W N

R

X T

E R

D A

M A

N D

R E

S E

R V

O

IR

AC B

4849 LV2

D

C

A

B

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

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A L

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L O

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A T

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C O

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IDENTIFICATION

SHEET

1 2 3 4 5 6

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US Army Corps

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2+/-:1

2 SLOPE

2+/-:1

2 SLOPE 2+/-:12 SLOPE

13 2 2

EL 659.00

TOS

8 89

TOP OF BEAM

AT SPRING POINT

TOP OF COLUMN

AT SPRING POINT

TOP OF COLUMN

TOP OF RIDGE

AY105B

AY105AAY101

1 32

49 LV1

22 22

A CB

AY105C

AC B

CL

C L27

51 44 35

AY102

AY103

INSULATED METAL ROOF PANELS

SHEET METAL GUTTER, TYPICAL OF 3 - SEE AY501

AND AY201

OPEN FACE SHEET METAL DOWNSPOUT, TYPICAL OF 6 - SEE AY101

SHEET METAL RIDGE CAP - SEE AY501

INSULATED METAL WALL PANELS

SHEET METAL TRIM AT RAKE - SEE AY501

SEE AY501

VENTED SHEET METAL SOFFIT PANELS, TYPICAL AT OVERHANGS -

HOT WATER TANK - SEE PLUMBING PLAN

KEY NOTE KEY NOTE

EMERGENCY EYE WASH STATION - SEE PLUMBING PLAN

SEE PLUMBING PLAN

FLOOR MOUNTED MOP SINK, AND WALL MOUNTED FAUCET -

BASE TRIM - SEE AY602

WALL CABINETS

AND BACKSPLASH

BASE CABINETS WITH SOLID SURFACE COUNTERTOP

HOSE - SEE PLUMBING PLAN

KITCHEN SINK, FAUCET, SOAP DISPENSER, AND HANDSPRAY

PAPER TOWEL DISPENSER

PURLINS PER PEMB MANUFACTURER

MANUFACTURER

DIAGONAL BRACING FOR MOMENT FRAME PER PEMB

MOMENT FRAME PER PEMB MANUFACTURER

WALL GIRTS & SECONDARY FRAMING PER PEMB MANUFACTURER

CONCRETE APRON - SEE CIVIL

CONTRACTOR DESIGN

FOUNDATION DRAIN PER CIVIL; CONC FOUNDATION PER

WINDOW, TYPICAL - SEE AY601

EXHAUST FAN, DAMPER, AND WEATHERHOOD - SEE MECHANICAL

COILING OVERHEAD DOOR, TYPICAL - SEE AY601

SUSPENDED CEILING - SEE SHEET AY102 AND AY602

PERSONNEL DOOR, TYPICAL - SEE AY101 AND AY601

CONTRACT

FUTURE REFRIGERATOR LOCATION - APPLIANCE NOT IN

CONTRACT - SEE PLUMBING

FUTURE WASHER AND DRYER LOCATION - APPLIANCES NOT IN

EMBEDDED PIPE BOLLARD - SEE SHEET AY503

SURFACE-MOUNTED PIPE BOLLARD - SEE SHEET AY503

32 HOIST BEAM - SEE MECHANICAL

AT ALL SIDES - SEE SHEET AY501

FOUNDATION INSULATION WITH PROTECTIVE COATING, TYPICAL

SLOPED CONCRETE FLOOR - SEE SHEET AY10233

36 LIGHTING, EXIT SIGNS AND ELECTRICAL EQUIPMENT

SINGLE PIECE TWO-WALL GRAB BAR

SANITARY NAPKIN DISPOSAL

TOILET TISSUE DISPENSER

SEMI-RECESSED FIRE EXTINGUISHER CABINET

NOT IN USE

WATER CLOSET - SEE PLUMBING PLAN

COMBINATION COAT HOOK AND BUMPER

CERAMIC WALL TILE - SEE SHEET AY602

SHEET AY602

PAINTED MDO PLYWOOD WALL FINISH AS SCHEDULED, SEE

DAMPER - SEE MECHANICAL

LOUVER - SEE SHEETS AY503 AND AY601

FLOOR DRAIN / TRENCH DRAIN - SEE PLUMBING PLAN

KEY NOTE

SURFACING AGGREGATE - SEE LANDSCAPE PLAN

BUILDING SECTION A-A

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

A

BUILDING SECTION D-D

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

D

BUILDING SECTION E-E

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

EBUILDING SECTION B-B

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

B

BUILDING SECTION C-C

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

C

AY101

AY101

AY101AY101

AY101

BEYOND

4' 8'0 2'

4' 8'0 2'

4' 8'0 2'

4' 8'0 2'

4' 8'0 2'

NOT IN USE

UNDER SLAB VAPOR BARRIER AND COMPACTED GRAVEL BASE

NOT IN USE

NOT IN USE

NOT IN USE

KEY NOTES:

AY503

AY503

AY501

AY502

AY502

AY501

AY501

AY501

AY501

AY502

AY502

AY501

AY502

AY502

AY501

AY501

AY503

8" +/-

"4

A B

O V

E F

L O

O R

C

L E

A R

(3'-0" MIN)

3'-3" +/-

2'-0"

F

IN

IS

H

F L

O O

R D

IS

P

E N

S E

R T

O P

A P

E R

T O

W E

L B

O T

T O

M O

F

M

A X

F R

O M

3'-0" +/-

F

IN

IS

H

F L

O O

R H

A N

D L

E

F

R

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

P O

R T

L A

N D

O

R E

G O

N

P O

R T

L A

N D

D

IS

T R

IC

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

T T

H E

W G

Z A

N G

E R

R

A

A N

S I

F

H A

R P

O L

E

M A

T T

H E

W G

Z A

N G

E R

R

A

T A

IN

E

R

IO

R E

L E

V A

T

IO

N S

M A

IN

T

E N

A N

C E

O

F F

IC

E

B U

IL

D

IN

G

AY401

U

L T

F

IS

H F

A C

IL

IT

Y U

P G

R A

D E

W N

R

X T

E R

D A

M A

N D

R E

S E

R V

O

IR

/0

/2

B C

O E

S R

E V

IE

W

D X

F .1

A

Y .d g n

D

C

A

B

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S I Z

E

S U

B M

IT

T

E D

B Y

P L

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S C

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IDENTIFICATION

SHEET

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C L

OPEN

BELOW

COUNTER

C L

A AA

AY104

C L19

AY103 AY102

KEY NOTE KEY NOTE

LIGHT FIXTURE - SEE ELECTRICAL

COUNTERTOP AND BACKSPLASH

WALL-MOUNTED CABINET WITH SOLID SURFACE

TOWEL DISPENSER, PROVIDE PLYWD SPACER (MATCH TILE THICKNESS)

PAPER TOWEL DISPENSER, IF TILE IS OMITTED BEHIND THE PAPER

WINDOW, TYPICAL - SEE WINDOW SCHEDULE

CEILING PLAN ON SHEET AY102

SUSPENDED ACOUSTIC CEILING TILE CEILING - SEE REFLECTED

PERSONNEL DOOR, TYPICAL - SEE DOOR SCHEDULE

CEILING PLAN ON SHEET AY102

SUSPENDED GYPSUM BOARD CEILING - SEE REFLECTED

PLYWD SPACER (MATCH TILE THICKNESS)

MIRROR 24" X 36", IF TILE IS OMITTED BEHIND THE MIRROR, PROVIDE

BLOCKING IN STUD WALL CAVITY FOR SECURE MOUNTING

SINGLE PIECE TWO-WALL GRAB BAR, PROVIDE SOLID WOOD

SANITARY NAPKIN DISPOSAL

TOILET TISSUE DISPENSER

SEMI-RECESSED FIRE EXTINGUISHER CABINET

WATER CLOSET - SEE PLUMBING PLAN

LAVATORY, SOAP DISPENSER AND FAUCET - SEE PLUMBING PLAN

WALL TILE PER FINISH SCHEDULE - SEE SHEET AY602

SCALD COVER

SOLID SURFACE SILL AT WINDOW WITH 2" LIP

BASE TRIM PER FINISH SCHEDULE - SEE SHEET AY602

RESTROOM INTERIOR ELEVATION

SCALE: 3/8" = 1'-0"AY101

A RESTROOM INTERIOR ELEVATION

SCALE: 3/8" = 1'-0"AY101

B RESTROOM INTERIOR ELEVATION

SCALE: 3/8" = 1'-0"AY101

C

GYPSUM BOARD WALL FINISH PER FINISH SCHEDULE - SEE SHEET AY602

CONFERENCE ROOM INTERIOR ELEVATION

SCALE: 3/8" = 1'-0"AY101

D CONFERENCE ROOM INTERIOR ELEVATION

SCALE: 3/8" = 1'-0"AY101

E CORRIDOR INTERIOR ELEVATION

SCALE: 3/8" = 1'-0"AY101

F

0 2' 4' 6'

0 2' 4' 6' 0 2' 4' 6' 0 2' 4' 6'

0 2' 4' 6'0 2' 4' 6'

ROOM SIGN - SEE SHEET AY603

KEY NOTES:

NOT IN USE

NOT IN USE

NOT IN USE

NOT IN USE

NOT IN USE

NOT IN USE

NOT IN USE

NOT IN USE

NOT IN USE

NOT IN USE

CONTINUOUS BUTYL SEALANT

FINISH FLOOR AS SCHEDULED

WALL BASE AS SCHEDULED

TO CONCRETE CURB BY PEMB MFR

ATTACHMENT

CONTINUOUS BASE ANGLE AND

CLIP ANGLE FRAMING

CONTINUOUS LIGHT GA METAL

WALL FINISH AS SCHEDULED

6"

S E

E A

Y

V A

R

IE

S

TO SLAB

CONCRETE CURB INTEGRAL

METAL BASE TRIM

WALL PANEL

INSULATED METAL

PROTECTIVE COATING

INSULATION WITH

R-10 XPS FOUNDATION

PER CIVIL

& JOINT FILLER

CONC PAVING

/2

G

A P

FOUNDATION SLAB/FOOTING

CONTINUE TO BOTTOM OF

R-10 XPS FOUNDATION INSULATION,

BUTYL TAPE

CONTINUOUS

WALL PANEL

INSULATED METAL

METAL TRIM

GUTTER

AT HIGH RIBS

GUTTER HANGERS

BUTYL TAPE TOP AND BOTTOM

INSIDE CLOSURE STRIP WITH

PANEL

METAL ROOF

INSULATED

INSULATED METAL WALL PANEL

SOFFIT PANELS

VENTING METAL

INSULATED METAL ROOF PANEL

METAL RAKE FASCIA

TRIM

CLOSURE

METAL RAKE

CONTINUOUS BUTYL TAPE

S E

E S

H E

E T

A Y

R A

K E

O V

E R

H A

N G

P

U R

L

IN

PURLINS

OF PANEL AND AT

BUTYL TAPE AT TOP

CONTINUOUS

CLIP ANGLE

LIGHT GA METAL

WALL PANEL

INSULATED METAL

WALL

AT TOP OF

FRAMING

8" C-GIRT

METAL CLOSURE TRIM

ROOF PURLIN

METAL BASE TRIM

FACE OF WALL PANEL

EXTEND 6" MINIMUM BEYOND

METAL TRANSITION FLASHING,

6"

CLOSURE STRIP

BUTYL TAPE AT

TRANSITION FLASHING

BACK OF METAL

TAPE FRONT AND

CONTINUOUS BUTYL

ROOF PANEL

INSULATED METAL

DAMPPROOFING

SEE CIVIL

BASE MATERIAL,

INFILL FRAMING

8" METAL STUD

SLAB PER PEMB MFR

CONTINUOUS BUTYL SEALANT

AS SCHEDULED

FINISH FLOOR

AS SCHEDULED

WALL BASE

CURB BY PEMB MFR

ATTACHMENT TO CONCRETE

CONTINUOUS BASE ANGLE AND

CLIP ANGLE FRAMING

CONTINUOUS LIGHT GA METAL

WALL FINISH AS SCHEDULED

6"

V A

R

IE

E

A Y

INTEGRAL TO SLAB

CONCRETE CURB

METAL BASE TRIM

WALL PANEL

INSULATED METAL

PROTECTIVE COATING

INSULATION WITH

R-10 XPS FOUNDATION

/2

SLAB/FOOTING

TO BOTTOM OF FOUNDATION

CONTINUE FOUNDATION INSULATION

DAMPPROOFING

SEE SHEET L-001

PER LANDSCAPE PLAN,

SURFACING AGGREGATE

INFILL FRAMING

8" METAL STUD

PEMB MFR

SLAB PER

B

E L

O W

G R

A D

E C

O A

T

IN

G M

IN

IM

U M

C O

N T

IN

O T

E C

T

IV

SEE SHEET C-207

FOUNDATION DRAIN PER CIVIL,

/2

JOINT

SEALANT

ACOUSTICAL

CONTINUOUS

1/4" NOMINAL

SEALANT JOINT

ACOUSTICAL

CONTINUOUS

1/4" NOMINAL

SEALANT JOINT

ACOUSTICAL

CONTINUOUS

1/4" NOMINAL

SEALANT AT TOP AND BOTTOM

CLOSURE STRIP WITH BUTYL TAPE

INSULATED METAL ROOF PANEL

1'-0"

TOP AND BOTTOM

WITH BUTYL TAPE SEALANT

CONTINUOUS METAL CLOSURE

RIDGE CAP TRIM

PURLINS AT RIDGE

CLOSURE TRIM BETWEEN

CONTINUOUS

SPRAY FOAM INSULATION

FILL VOID WITH FIELD APPLIED

ROOF PURLIN

AT HIGH RIBS

STRUCTURE

FASTENER TO

ROOF PANEL

AT PURLINS

AND BUTYL TAPE AT

CONTINUOUS TRIM

EAVE STRUT

OVERHANG PER SHEET AY101

CUT EDGE OF SOFFIT PANEL

SHEET METAL TRIM TO COVER

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

/0

/2

D X

F .1

A

Y .d g

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

P O

R T

L A

N D

O

R E

G O

N

P O

R T

L A

N D

D

IS

T R

IC

T T

H E

W G

Z A

N G

E R

R

A

A N

S I

F

H A

R P

O L

E

M A

T T

H E

W G

Z A

N G

E R

R

A

T A

T

A

IL

S

M A

IN

T

E N

A N

C E

O

F F

IC

E

B U

IL

D

IN

G

AY501

U

L T

F

IS

H F

A C

IL

IT

Y U

P G

R A

D E

W N

R

X T

E R

D A

M A

N D

R E

S E

R V

O

IR

B C

O E

S R

E V

IE

W

D

C

A

B

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

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C K

D B

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D E

S

IG

N E

D B

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D A

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F

IL

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B E

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S I Z

E

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B Y

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IDENTIFICATION

SHEET

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INSIDE

OUTSIDE

INSIDEOUTSIDE

W3

SLOPE AWAY

FROM BUILDING

DRIP FLASHING

DRIP FLASHING

DETAIL: ROOF EAVE

SCALE: 3"=1'-0"AY301

DETAIL: ROOF RAKE

SCALE: 3"=1'-0"AY301

DETAIL: WALL BASE AT PAVING

SCALE: 3"=1'-0"AY301

DETAIL: ROOF TO WALL TRANSITION

SCALE: 3"=1'-0"AY301

5DETAIL: WALL BASE AT GRADE

SCALE: 3"=1'-0"AY301

0 3" 6" 9" 12"

0 3" 6" 9" 12"

0 3" 6" 9" 12"

0 3" 6" 9" 12"0 3" 6" 9" 12"

AY301

DETAIL: ROOF RIDGE

SCALE: 3"=1'-0" 0 3" 6" 9" 12"

CAP TRIM

HEAD FLASHING

JAMB TRIM BEYOND

WINDOW PER SCHEDULE

BOARD RETURN

PAINTED GYPSUM

CAULK

SILICONE SEALANT

BOARD

GYPSUM

PAINTED

HEADER

C-GIRT

BOARD

GYPSUM

PAINTED

CAULK

BULLNOSE

WINDOW SILL,

SOLID SURFACE

SINGLE PIECE, 1/2"

C-GIRT SILL

WINDOW PER SCHEDULE

JAMB TRIM BEYOND

SILICONE SEALANT

CAP TRIM

WALL PANEL

INSULATED METAL

WEEPS, DO NOT BLOCK

SHIM PER MFR

EXTENDED WINDOW SILL

EXTENDED WINDOW HEAD

BUTYL SEALANT

SEALANT

BUTYL

WALL PANEL

INSULATED MTL

WALL PANEL

INSULATED MTL

WALL PANEL

INSULATED MTL

JAMB

WALL GIRT

AND SILL

WINDOW FRAME

MULLION

WINDOW

BOARD RETURN

PAINTED GYPSUM

SILICONE SEALANT

SCHEDULE

WINDOW PER

CAP TRIM

CAULK

BOARD

PAINTED GYPSUM

CAULK

CAP TRIM

FRAME AND SILL

EXTENDED WINDOW

STUDS AT JAMB

PAIR OF LT GA MTL

BOARD RETURN

PAINTED GYPSUM

SCHEDULE

WINDOW PER

SEALANT

SILICONE

SCHEDULE

WINDOW PER

SEE DOOR SCHED

DOOR BOTTOM,

HARDWARE AT

BEYOND

FRAME

HM DOOR

BEYOND

FINISH

PAINTED

BEYOND

WALL PANEL

INSUL MTL

SLAB

BUILDING

PER CIVIL

CONC PAVING

BEYOND

FRAME

HM DOOR

BEYOND

FINISH

PAINTED

BEYOND

WALL PANEL

INSUL MTL

CAULK

WATERPROOFING

INSULATION OVER

FOUNDATION

R-10 XPS

PANEL ABOVE

LINE OF WALL

C U

R B

C

O N

C

BELOW

FRAMING

CLIP ANGLE

LT GA MTL

BOARD WITH RETURN

PAINTED GYPSUM

BELOW

FRAMING

CLIP ANGLE

LT GA MTL

WALL PANEL

INSULATED MTL

CAP TRIM

FRAMING

WALL GIRT

CAP TRIM

HEAD FLASHING

JAMB TRIM BEYOND

HM DOOR FRAME

THERMALLY BROKEN

WALL PANEL

INSULATED MTL

RETURN

BOARD WITH

PAINTED GYPSUM

CAULK

HEADER

C-GIRT

SEALANT

BUTYL

BEYOND

WALL PANEL

INSUL MTL

SEALANT

BUTYL

SEALANT

BUTYL

PER SCHEDULE

INSUL HM DOOR

PER SCHEDULE

INSUL HM DOOR

HEADER

C-GIRT

PLYWOOD

PAINTED MDO

BREAK WITH DOOR BOTTOM SEAL

POLYURETHANE SEALANT, ALIGN

CONTINUOUS BEAD OF

SEE DOOR SCHEDULE, SET IN A

THERMALLY BROKEN ADA THRESHOLD,

FRAME

BOTH SIDES OF

SILICONE SEALANT

1/4" NOMINAL

ANGLE

BASE

FRAMING

SLAB

BUILDING

PER CIVIL

CONC PAVING

PER CIVIL

JOINT FILLER

1/2"EXPANSION

BEYOND

WALL PANEL

INSUL MTL

BEYOND

ANGLES

DOOR JAMB

COILING

WEATHER SEAL

SCHEDULE

DOOR, SEE DOOR

INSULATED COILING

CAP TRIM

HEAD FLASHING

BEYOND

JAMB TRIM

WALL PANEL

INSULATED MTL

SEALANT

BUTYL

CHANNEL HEADER

PAINTED STEEL

WEATHER SEAL

SCHEDULE

DOOR, SEE DOOR

INSULATED COILING

COILING DOOR HOOD

CAP TRIM

WALL FINISH COLOR

FRAMING TO MATCH

PAINT EXPOSED STEEL

PANEL

MTL WALL

INSULATED

ANGLE BELOW

BASE

FRAMING

DAMPPROOFING

INSULATION OVER

FOUNDATION

R-10 XPS

ANGLE DOOR GUIDES

PAINTED DOUBLE

PANEL ABOVE

LINE OF WALL

FRAMING, CLOSE GAP AT CURB

PAINTED LT GA MTL CLIP ANGLE

FRAMING AT DOOR JAMB

PAINTED STEEL CHANNEL

PLYWOOD

PAINTED MDO

PLYWOOD

PAINTED MDO

PLYWOOD

PAINTED MDO

PLYWOOD

PAINTED MDO

REINFORCING AT EXPOSED CORNERS

FOUNDATION INSULATION WITH LATH

PROTECTIVE COATING OVER

AT FASTENER

SHIM TIGHT

FRAME

BROKEN HM DOOR

THERMALLY

PER SCHEDULE

INSUL HM DOOR

BELOW

THRESHOLD

BROKEN ADA

THERMALLY

SCHEDULE

PER HARDWARE

WEATHERSTRIPPING

BEYOND

INSULATION

FOUNDATION

COATED

LINE OF

BEYOND

INSULATION

FOUNDATION

LINE OF

6"

M

IN"

BELOW

WINDOW SILL

SINGLE PIECE

FRAME

CAULK AT WINDOW

RADIUS EDGE

APRON TRIM, 1/8"

SOLID SURFACE

1-1/2" X 1/2"

BOARD RETURN

PAINTED GYPSUM

CAULK

BELOW

WINDOW SILL

SINGLE PIECE

C

O N

C C

U R

B

G

IR

T

F R

A M

IN

G

G

IR

T

F R

A M

IN

G

TO MATCH WALL FINISH COLOR

PAINT EXPOSED STEEL FRAMING

BUTYL SEALANT

CONTINUOUS

BUTYL SEALANT

SEALANT

BUTYL

BUTYL SEALANT

2"

"4

C

O N

C C

U R

B

SCHEDULE

PER HARDWARE

WEATHERSTRIPPING

SCHEDULE

PER HARDWARE

WEATHERSTRIPPING

CAULK

FRAME

BROKEN HM DOOR

THERMALLY

PER SCHEDULE

INSUL HM DOOR

BELOW

THRESHOLD

BROKEN ADA

THERMALLY

OF FRAME

SEALANT BOTH SIDES

3/8" NOM SILICONE

M

A X

B

E V

E L

L E

D

2"

FOUNDATION INSULATION

PROTECTIVE COATING OVER

SCHEDULE

PER HARDWARE

WEATHERSTRIPPING

FRAME

BROKEN HM DOOR

THERMALLY

PER SCHEDULE

INSUL HM DOOR

BELOW

THRESHOLD

BROKEN ADA

THERMALLY

WATERPROOFING

INSULATION OVER

FOUNDATION

R-10 XPS

PANEL ABOVE

LINE OF WALL

FOUNDATION INSULATION

PROTECTIVE COATING OVER

SCHEDULE

PER HARDWARE

WEATHERSTRIPPING

FRAME

BROKEN HM DOOR

THERMALLY

PER SCHEDULE

INSUL HM DOOR

BELOW

THRESHOLD

BROKEN ADA

THERMALLY

BELOW

FRAMING

CLIP ANGLE

LT GA MTL

WALL PANEL

INSULATED MTL

FRAMING

WALL GIRT

ANGLE

BASE

FRAMING

AT FASTENER

SHIM TIGHT

BUTYL SEALANT CAP TRIM

FRAME

BOTH SIDES OF

SILICONE SEALANT

1/4" NOMINAL

FRAME

BOTH SIDES OF

SILICONE SEALANT

1/4" NOMINAL

2"

2"

FRAME

BOTH SIDES OF

SILICONE SEALANT

1/4" NOMINAL

2"

BOARD WITH RETURN

PAINTED GYPSUM

SEE DOOR SCHED

DOOR BOTTOM,

HARDWARE AT

BEYOND

WALL PANEL

INSUL MTL

BEYOND

INSULATION

FOUNDATION

COATED

LINE OF

JOINT PER CIVIL

1/2" EXPANSION

PER CIVIL

CONC PAVING

BREAK WITH DOOR BOTTOM SEAL

POLYURETHANE SEALANT, ALIGN

CONTINUOUS BEAD OF

SEE DOOR SCHEDULE, SET IN A

THERMALLY BROKEN ADA THRESHOLD,

SLAB

BUILDING

SCHEDULE

PER HARDWARE

WEATHERSTRIPPING

WALL FINISH COLOR

FRAMING TO MATCH

PAINT EXPOSED STEEL

OF FRAME

SEALANT BOTH SIDES

3/8" NOM SILICONE

HEAD FLASHING

JAMB TRIM BEYOND

HM DOOR FRAME

THERMALLY BROKEN

PER SCHEDULE

INSUL HM DOOR

WALL PANEL

INSULATED MTL

PER SCHEDULE

INSUL HM DOOR

SEALANT AT STEEL CHANNEL

1/4" NOM PAINTED POLYURETHAN

3"+/-

WEATHER SEAL

SEE DOOR SCHEDULE

INSULATED COILING DOOR,

SEE DOOR SCHEDULE

INSULATED COILING DOOR,

WEATHER SEAL

ANGLE DOOR GUIDES

PAINTED DOUBLE

C

O N

C C

U R

B

DOOR JAMB

FRAMING AT

PAINTED STEEL

CHANNEL

SEALANT AT STEEL

POLYURETHAN

1/4" NOM PAINTED

BELOW

FRAMING

CLIP ANGLE

LT GA MTL

FRAMING BELOW

LT GA MTL CLIP ANGLE

BELOW

FRAMING

CLIP ANGLE

LT GA MTL

EXPANSION JOINT

SEALANT AT TOP OF

1/2" POLYURETHANE

PER SCHEDULE

FINISH FLOOR

EXPANSION JOINT

SEALANT AT TOP OF

1/2" POLYURETHANE

JOINT PER CIVIL

1/2" EXPANSION

EXPANSION JOINT

SEALANT AT TOP OF

1/2" POLYURETHANE

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

P O

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L A

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O

R E

G O

N

P O

R T

L A

N D

D

IS

T R

IC

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

T T

H E

W G

Z A

N G

E R

R

A

A N

S I

F

H A

R P

O L

E

M A

T T

H E

W G

Z A

N G

E R

R

A

T A

T

A

IL

S

M A

IN

T

E N

A N

C E

O

F F

IC

E

B U

IL

D

IN

G

AY502

U

L T

F

IS

H F

A C

IL

IT

Y U

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R A

D E

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D A

M A

N D

R E

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O

IR

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B C

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D X

F

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A Q

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2% SLOPE

MAX NET

GLAZING

TYPICAL

2% SLOPE 2% SLOPE

D

C

A

B

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E

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D E

S

IG

N E

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F

IL

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B E

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E

S U

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B Y

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IDENTIFICATION

SHEET

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DETAIL: INTERMEDIATE WINDOW JAMB

SCALE 3"=1'-0"AY101

1 DETAIL: DOOR JAMB 1a

SCALE 3"=1'-0"AY101

5 DETAIL: DOOR JAMB 2a

SCALE 3"=1'-0"AY101

9 DETAIL: COILING JAMB 1a

SCALE 3"=1'-0"AY101

DETAIL: WINDOW JAMB & MULLION

SCALE 3"=1'-0"AY101

2 DETAIL: DOOR JAMB 1b

SCALE 3"=1'-0"AY101

6 DETAIL: DOOR JAMB 2b

SCALE 3"=1'-0"AY101

10 DETAIL: COILING JAMB 1b

SCALE 3"=1'-0"AY101

DETAIL: WINDOW HEAD

SCALE 3"=1'-0"AY301

3 DETAIL: DOOR HEAD 1

SCALE 3"=1'-0"AY601

7 DETAIL: DOOR HEAD 2

SCALE 3"=1'-0"AY301

11 DETAIL: COILING DOOR HEAD

SCALE 3"=1'-0"AY101

DETAIL: WINDOW SILL

SCALE 3"=1'-0"AY301

4 DETAIL: DOOR THRESHOLD 1

SCALE 3"=1'-0"AY601

8 DETAIL: DOOR THRESHOLD 2

SCALE 3"=1'-0"AY301

12 DETAIL: COILING DOOR THRESHOLD

SCALE 3"=1'-0"AY101

0 3" 6" 9" 12"0 3" 6" 9" 12"0 3" 6" 9" 12"0 3" 6" 9" 12"

0 3" 6" 9" 12" 0 3" 6" 9" 12" 0 3" 6" 9" 12" 0 3" 6" 9" 12"

0 3" 6" 9" 12"0 3" 6" 9" 12"0 3" 6" 9" 12"0 3" 6" 9" 12"

0 3" 6" 9" 12" 0 3" 6" 9" 12" 0 3" 6" 9" 12" 0 3" 6" 9" 12"

JAMB

C-GIRT

SIDES

AND BACKER ROD, BOTH

SILICONE SEALANT

PER SCHEDULE

LOUVER-DAMPER

COMBINATION

CAP TRIM

PLYWOOD

PAINTED MDO

GYPSUM BOARD

PLYWOOD OVER

PAINTED MDO

FRAME

HM DOOR

PER SCHEDULE

HM DOOR

FRAME

SEALANT AROUND

ACOUSTICAL

1/4" NOMINAL

SCHEDULE

PER HARDWARE

WEATHERSTRIPPING

THRESHOLD BELOW

FRAME

HM DOOR

PER SCHEDULE

HM DOOR

CAULK

SCHEDULE

PER HARDWARE

WEATHERSTRIPPING

SEE ELEVATIONSON SHEET AY201

WEATHERHOOD, WHERE OCCURS,

HM DOOR FRAME

FRAME

AROUND

SEALANT

ACOUSTICAL

1/4" NOMINAL

PER SCHEDULE

HM DOOR

CAP TRIM

AT WEATHERHOOD

HEAD FLASHING, EXCEPT

PER SCHEDULE

LOUVER-DAMPER

COMBINATION

AND BACKER ROD

SILICONE SEALANT

PLYWOOD

PAINTED MDO

C-GIRT HEADER

/4

SEALANT

BUTYL

EXTRUDED HEAD

GYPSUM BOARD

PLYWOOD OVER

PAINTED MDO

SCHEDULE

PER HARDWARE

WEATHERSTRIPPING

HM DOOR FRAME

CAULK

PER SCHEDULE

HM DOOR

SCHEDULE

PER HARDWARE

WEATHERSTRIPPING

CAULK

ON SHEET AY201

SEE ELEVATIONS

WHERE OCCURS,

WEATHERHOOD,

AS SCHEDULED

WALL FINISH

C-GIRT SILL

PER SCHEDULE

LOUVER-DAMPER

COMBINATION

AND BACKER ROD

SILICONE SEALANT

AT WEATHERHOOD)

EXTENDED SILL (EXCEPT

WALL PANEL

INSULATED METAL

SEALANT

BUTYL

SCREEN

INSECT

EXTRUDED SILL

(B E

V E

L L

E D

/2 M

SEE DOOR SCHED

DOOR BOTTOM,

HARDWARE AT

SLAB

GARAGE

SLOPED

PER SCHEDULE

HM DOOR

WITH DOOR BOTTOM SEAL

OF POLYURETHANE SEALANT, ALIGN BREAK

DOOR SCHEDULE, SET IN A CONTINUOUS BEAD

THERMALLY BROKEN ADA THRESHOLD, SEE

PER SCHEDULE

HM FRAME

SCHEDULE

PER ROOM FINISH

FINISH FLOOR

URETHANE SEALANT

BEAD OF POLY-

PER SCHEDULE

HM DOOR

PER SCHEDULE

HM FRAME

SCHEDULE

PER ROOM FINISH

FINISH FLOOR SCHEDULE

PER ROOM FINISH

FINISH FLOOR

SCHEDULE

SEE DOOR

OCCURS,

UNDERCUT WHERE

CAP TRIM

AND MECHANICAL

ON SHEET AY201

SEE ELEVATIONS

WHERE OCCURS,

WEATHERHOOD,

SEALANT

BUTYL

WALL PANEL

INSULATED MTL

WALL PANEL

INSULATED MTL

INSECT SCREEN

SCREEN

INSECT

SEALANT AROUND FRAME

1/4" NOMINAL ACOUSTICAL

AROUND FRAME

ACOUSTICAL SEALANT

1/4" NOMINAL

SCHEDULE

PER ROOM FINISH

FINISH FLOOR

BOTH SIDES

SEALANT JOINT,

ACOUSTICAL

CONTINUOUS

1/4" NOMINAL

BOARD

GYPSUM

PAINTED

BOARD

OVER GYPSUM

PLYWOOD

PAINTED MDO

AS SCHEDULED

WALL BASE

2"

2"

BOARD

GYPSUM

PAINTED

BOARD

GYPSUM

PAINTED

STEEL PIPE, SCHEDULE 40

4" INSIDE DIAMETER PAINTED

MATERIAL AROUND BOLLARD

1/2" THICK EXPANSION JOINT

SUBSURFACE PREP

SEE CIVIL FOR

SCHEDULE 40

PAINTED STEEL PIPE,

4" INSIDE DIAMETER

AS INDICATED

WELD TO STEEL PIPE

STEEL BASE PLATE,

1/2" THICK PAINTED

9"

TYP

"2

T

Y P

THE CONC SLAB

HOLES DRILLED INTO

INSERTS SET IN

STAINLESS STEEL

THREADED

WITH ADHESIVE-SET

BOLTS AND WASHERS

STAINLESS STEEL

(4) 1/2" X 4" LONG

CAP PLATE, WELDED TO PIPE

1/4" X 4 1/2" DIAMETER STEEL

S P

A C

IN

G

T

Y P

TAPE

WIDE REFLECTIVE

4 ROWS OF 1/2"

WELD

HOLE, TACK

BAR, INSTALL IN

DIAMETER STEEL

7" X 1/2"

CONCRETE FOOTING

DIAMETER

1' 3"

" 1

" PAVING PER CIVIL

WELDED TO PIPE

CAP PLATE,

DIAMETER STEEL

1/4" X 4 1/2"

S P

A C

IN

G

T

Y P

/2

MIDDLE

HOLE IN PIPE AT

1/2" DIAMETER

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

P O

R T

L A

N D

O

R E

G O

N

P O

R T

L A

N D

D

IS

T R

IC

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

T T

H E

W G

Z A

N G

E R

R

A

A N

S I

F

H A

R P

O L

E

M A

T T

H E

W G

Z A

N G

E R

R

A

T A

T

A

IL

S

M A

IN

T

E N

A N

C E

O

F F

IC

E

B U

IL

D

IN

G

AY503

U

L T

F

IS

H F

A C

IL

IT

Y U

P G

R A

D E

W N

R

X T

E R

D A

M A

N D

R E

S E

R V

O

IR

/0

/2

B C

O E

S R

E V

IE

W

D X

F .1

A

Y .d g n

W3 W4

W3 W4

2% SLOPE

W3

CORRIDOR

BAY

MAINTENANCE

BAY

MAINTENANCE CORRIDOR

D

C

A

B

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S I Z

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

E

C O

N T

R A

C T

N O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

/1

/2

A

PLAN A ELEVATION VIEW

1/4"

1/8"

1/8"

DETAIL: LOUVER-DAMPER JAMB

SCALE: 3"=1'-0"AY101

DETAIL: LOUVER-DAMPER HEAD

SCALE: 3"=1'-0"AY301

DETAIL: LOUVER-DAMPER SILL

SCALE: 3"=1'-0"AY301

3 DETAIL: SMOKE DOOR THRESHOLD

SCALE: 3"=1'-0"AY301

DETAIL: SMOKE DOOR HEAD

SCALE: 3"=1'-0"AY301

DETAIL: SMOKE DOOR JAMB

SCALE: 3"=1'-0"AY101

DETAIL: TYP INTERIOR DOOR THRESHOLD

SCALE: 3"=1'-0"AY301

DETAIL: TYP INTERIOR DOOR HEAD

SCALE: 3"=1'-0"AY301

DETAIL: TYP INTERIOR…