Combined_Dwgs_-_02Aug2017.pdf

PDF 27 MB Posted Aug 5, 2017

Attached to: Replace AHUs and Controls Building 729 Fitness Center McChord
Solicitation number: W912WD17B0010
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

About this file

From the source

Combined Drawings - 02Aug2017

View the file

Other files

File	Type	Posted
Abstract_W912DW17B0010.pdf	PDF	Sep 7, 2017
W912DW17B0010_Amendment_0002.pdf	PDF	Aug 30, 2017
W912DW17B0010_Amendment_0001.pdf	PDF	Aug 25, 2017
Atch-4_PSE_Gas_Service_Installation_Reqmnts_-_Mar2017.pdf	PDF	Aug 5, 2017
Atch-2_CE0463_Vicinity_Map_Bldg_729.pdf	PDF	Aug 5, 2017
Atch-1_HAZMAT_Survey_729_Fitness_Ctr.pdf	PDF	Aug 5, 2017
Atch-3_CE0463_NatGasLines-PSE_mjk.pdf	PDF	Aug 5, 2017
W912DW17B0010.pdf	PDF	Aug 5, 2017
CE0463_IFB_Combined_Specs-02Aug2017.pdf	PDF	Aug 5, 2017

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

E, W

Se cti on Ch ief

Su bm itte d b y:

De sc rip tio n Ap pr

Da te

Sy mb ol

NUMBER:

PLATE

Ap pr of Engineers Seattle District

US Army Corps

De sc rip tio n Sy mb ol

Dr aw n b y:

Ch ec ke d b y:

De sig ne d b y:

De sig n f ile no

Da te:

HGFEDCBA

Sheet of

Re v.

HFEDCBA

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

-0 8-

02 - -

M cC

L B

ISSUED FOR BID

Co py rig ht Be rg er

. A ll R igh ts Re se rve d.

La st

Sa ve d b y:

Je ffh o n:

Ju l 3

1, 1:

M F ile : R

:\d wg s\2

\21 6-

1\_

Dr aw ing s\G en er al\

_G 0.0

.dw g

G E

N E

R A

O V

E R

H E

E T

G-001

WASHINGTON MAP

VICINITY MAP

SCALE: 1"=3000'

3000 0

GRAPHIC SCALE IN FEET

GRAPHIC SCALE IN MILES

Porter Hills W alking Paths

McCHORD

EAST

McCHORD

WEST

EXIT 124

EXIT 125

I-5

EXIT 127

SOUTH GATE

WEST GATE

NORTH GATE

McCHORD

FIELD

PROJECT

SITE

08-02-2017

A B C D E B G H I QPMLK

3.4

NMK.8

HATCHED AREA TO BE OCCUPIED DURING CONSTRUCTION. PROVIDE TEMPORARY COVERAGE FOR

ANY EXIT SIGNAGE THAT REFERENCES EXIT PATHWAYS THAT ARE NOT AVAILABLE DURING

CONSTRUCTION.

CONTRACTOR TO PROVIDE BARRIERS ALONG DASHED LINES SHOWN TO SEPARATE AREA OF

CONSTRUCTION FROM OCCUPIED AREAS.

PRIMARY EXIT PATH FROM WEIGHT ROOM 143. PROVIDE ADDITIONAL EXIT SIGNAGE AS REQUIRED.

EMERGENCY EXIT PATH FROM WEIGHT ROOM 143. CONTRACTOR SHALL KEEP PATH CLEAR AND

PROVIDE ADDITIONAL EXIT SIGNAGE AS REQUIRED.

PRIMARY EXIT PATH FROM GYM 101. PROVIDE ADDITIONAL EXIT SIGNAGE AS REQUIRED.

EMERGENCY ONLY EXIT PATH FROM GYM 101. THE INDICATED AREA SHALL BE KEPT CLEAR.

PROVIDE ADDITIONAL EXIT SIGNAGE AS REQUIRED.

EXISTING HVAC SYSTEMS IN WEIGHT ROOM 143 TO REMAIN FUNCTIONAL THROUGHOUT

CONSTRUCTION. NEW CEILING FAN INSTALLATION TO OCCUR OVER A 1 WEEK PERIOD. GC TO

COORDINATE TURNOVER OF SPACE WITH CONTRACTING OFFICER'S REPRESENTATIVE.

PROVIDE TEMPORARY PACKAGED PROPANE FIRED HEATING AND VENTILATION UNIT FOR GYM 101

PER SPECIFICATIONS ON THIS SHEET FOR DURATION OF CONSTRUCTION.

TEMPORARY DUCTWORK TO ENTER BUILDING VIA OVERHEAD DOORWAY. PROVIDE PLYWOOD

BARRIER AND A MEANS TO SECURE THE OPENING DURING CONSTRUCTION.

PROVIDE TEMPORARY DOOR FOR EMERGENCY EXIT WITH A SIGN STATING "WARNING -

CONSTRUCTION ZONE, EMERGENCY EXIT ONLY." PROVIDE AND POST EMERGENCY EXIT MAP

SHOWING THE EXIT PATH THROUGH THE GYMNASIUM.

ROUTE TEMPORARY FABRIC DUCTWORK UP TO EXISTING SUPPLY AND RETURN DUCTS AT

APPROXIMATELY 16'9" AFF AND PROVIDE CONNECTIONS. BLANK OFF EXISTING UNIT CONNECTIONS

AIR TIGHT IN MECHANICAL ROOM. PROVIDE MEANS TO DISCONNECT AND RECONNECT DUCTWORK

AS REQUIRED TO FACILITATE DEMO AND REPLACEMENT OF BOILER ROOM EQUIPMENT.

REPLACEMENT OF SUPPLY DIFFUSERS AND RETURN GRILLES IN GYM 101 TO BE FINAL PHASE OF

CONSTRUCTION. GC TO COORDINATE TURNOVER OF SPACE WITH OWNER'S REPRESENTATIVE.

SHUT OFF BALANCE DAMPERS TO THE (3) SOUTHERN MOST SUPPLY DIFFUSERS AND THE TWO

NORTHERN MOST RETURN GRILLES.

EXISTING CONCRETE SIDEWALK AT EXISTING EXIT DOOR.

PROVIDE NEW ADA COMPLIANT 5 FT WIDE SIDEWALK FROM EXISTING ASPHALT DRIVEWAY TO

EXISTING CONCRETE SIDEWALK AT DOORS.

PROVIDE (4) PORTABLE TOILETS FOR USE OF BUILDING OCCUPANTS DURING CONSTRUCTION.

MAINTENANCE TO BE PART OF CONSTRUCTION CONTRACT.

HANDBALL

WEIGHT ROOM

EXERCISE ROOM

SAUNA

SHOWER

WOMEN

STORAGE

MEN

CORRIDOR

STAIR

ELECT

TOILET

DRY

SHOWER

TOILET

JAN

TOILET

SAUNA

MEN

DRY

SHOWER

TOILET

TELEPHONE

LOBBY

OFFICE

ELECT RM

STORAGE

LAUNDRY

ISSUE

GYM

CARDIO ROOM

MECHANICAL

CORRIDOR

WEIGHT ROOM

30Ø RA

34Ø SA

SUPPLY AIRFLOW: 8500 CFM

OUTSIDE AIRFLOW: 3000 CFM

RETURN AIRFLOW: 5500 CFM

HEATING OUTPUT CAPACITY: 290 MBH

UNIT TO RUN CONSTANTLY WHILE BUILDING IS OCCUPIED, HEAT TO CYCLE

TO MEET SPACE THERMOSTAT SETPOINT OF 68°F

PROVIDE WITH BAROMETRIC RELIEF

CHILLER

PROVIDE RUBBER GYMNASIUM MATTING FOR ½ THE AREA OF GYM ROOM 101, APPROXIMATELY 5,280 SF (60' X 88' AREA) FOR PROTECTION OF THE WOOD GYMNASIUM FLOOR FROM DROPPED WEIGHTS, TO ALLOW GOVERNMENT USE OF PART OF THE GYM AS A TEMPORARY WEIGHT LIFTING EQUIPMENT LOCATION DURING CONSTRUCTION. MATTING SHALL BE FULL LENGTH ROLLS, 4' WIDE X 60' LONG, INSTALLED LOOSE LAID ON GYM FLOOR TO COVER ONE-HALF COURT. MATTING SHALL BECOME THE PROPERTY OF THE GOVERNMENT UPON COMPLETION OF CONSTRUCTION. GOVERNMENT WILL MOVE WEIGHT EQUIPMENT INTO GYM AFTER MATTING IS INSTALLED AND REMOVE MATTING AND WEIGHT EQUIPMENT AFTER CONSTRUCTION IS COMPLETE.

THE MATTING SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: RUBBER ROLLS SHALL BE MACHINE CUT, MANUFACTURED FROM RECYCLED CLEAN RUBBER BUFFINGS AND COLORED EPDM VIRGIN RUBBER FLECKS. RECYCLED CRUMB RUBBER IS NOT PERMITTED. MATTING MADE FROM OTHER MATERIALS OR IN SMALLER UNITS OR TILES IS NOT PERMITTED. MINIMUM THICKNESS SHALL BE 1/2-INCH. WEIGHT SHALL BE 3.0 POUNDS PER SQUARE FOOT. MATTING SHALL BE MANUFACTURED IN THE USA, AND HAVE A 5-YEAR WARRANTY FOR USE IN WEIGHT LIFTING AREAS. COLOR SHALL BE BLUE-GRAY 10%. EXAMPLE PRODUCT IS MEGA RUBBER ROLLS BY RUBBER FLOORING, INC., 2045 S. VINEYARD, MESA, AZ 85210, OR EQUIVALENT. PRODUCT SHALL NOT DISCOLOR OR OTHERWISE DAMAGE EXISTING FLOOR.

REMOVE EXISTING PINE TREE TO ACCOMMODATE NEW SIDEWALK.

EXISTING

ASPHALT

TREE

CHILLER

PAD

CHAIN LINK

ENCLOSURE

NEW BOLLARD

CHAIN LINK ENCLOSURE SHALL PROVIDE 79" CLEARANCE ON FRONT AND BACK OF CHILLER, 48" ON EACH SIDE AND

36" ON THE TOP. SEE STRUCTURAL PLANS FOR FENCING DETAILS.

E, W

Se cti on Ch ief

Su bm itte d b y:

De sc rip tio n Ap pr

Da te

Sy mb ol

NUMBER:

PLATE

Ap pr of Engineers Seattle District

US Army Corps

De sc rip tio n Sy mb ol

Dr aw n b y:

Ch ec ke d b y:

De sig ne d b y:

De sig n f ile no

Da te:

HGFEDCBA

Sheet of

Re v.

HFEDCBA

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

-0 8-

02 - -

M cC

L B

ISSUED FOR BID

08-02-2017 G-002

S I T

N D

H A

S I N

L A

SITE AND PHASING PLAN

8' 4' 0 8' 16'

SCALE: 3/32" = 1'-0"

A B C D E B G H I QPMLK

3.4

NMK.8

ROOF PLAN SYMBOLS GENERAL NOTESROOF PLAN NOTES

design group

C O

R P

N G

I N

E E

R S

U S

R M

N G

I N

E E

I S

T R

I C

E A

T T

L E

S E

A T

T L

A S

H I N

G T

O N

S e c t i o n C h i e f

S u b m i t t e d b y

D e s c r i p t i o n

A p p r

D a t e

S y m b o l

NUMBER:

PLATE

A p p r of Engineers

Seattle District

US Army Corps

D e s c r i p t i o n

S y m b o l

D r a w n b y

C h e c k e d b y

D e s i g n e d b y

D e s i g n f i l e o

D a t e

Sheet of

R e v

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

ISSUED FOR BID

A110

3 56

L D

W S

L C

R O

O F

L A

I T

N E

T E

M c C

H O

R D

R E

P L

A C

H U

T R

J O

I N

A S

L E

W I S

M c C

H O

R D

A S

H I N

G T

O N

1C ROOF PLAN

AutoCAD SHX Text

ROOFING IDENTIFICATION

AutoCAD SHX Text material type

AutoCAD SHX Text

ROOF TOP MECHANICAL

AutoCAD SHX Text unit number, unit weight, unit dimensions, AutoCAD SHX Text

UNIT

AutoCAD SHX Text

UNIT 1

AutoCAD SHX Text 1000 lbs

AutoCAD SHX Text 72"x60"

AutoCAD SHX Text hvac unit on 12" ht built-up curb with flashing

AutoCAD SHX Text

SYMBOL AND TEXT

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

NOTE

AutoCAD SHX Text

REMOVE EXISTING AHU EQUIPMENT CURBS.

AutoCAD SHX Text

NOTE

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text CUT AND PATCH WALL FOR PIPE PENETRATIONS. PROVIDE SEALANT AROUND PENETRATION, BOTH SIDES. EXISTING WALL EFIS OVER GWB SHEATHING, METAL STUDS AND GWB. AVOID CUTTING EXISTING WALL REINFORCEMENT.

AutoCAD SHX Text 1.

AutoCAD SHX Text parapet walls (E)

AutoCAD SHX Text

CUT OPENINGS IN COMPOSITE CONCRETE AND STEEL DECK FOR NEW DUCT CONNECTIONS.

AutoCAD SHX Text 2.

AutoCAD SHX Text

FILL EXISTING HOLES FOR DUCTS UNLESS RE-USED WITH PLYWOOD COVERS.

AutoCAD SHX Text 3.

AutoCAD SHX Text PROVIDE NEW CURBS FOR NEW AHU UNITS. EQUIPMENT MANUFACTURER'S ROOF CURB, PROVIDED BY MECHANICAL.

AutoCAD SHX Text 4.

AutoCAD SHX Text CUT AND PATCH BUR ASSEMBLY. FLASH AND SEAL CURB PENETRATIONS AIR AND WATER TIGHT.

AutoCAD SHX Text 5.

AutoCAD SHX Text CUT AND PATCH EXISTING PLYWOOD SHEATHING, INSULATION AND METAL ROOF ASSEMBLY TO PROVIDE NEW ROOF DORMER AND LOUVER ASSEMBLIES.

AutoCAD SHX Text

EXISTING ROOF HATCH

AutoCAD SHX Text CUT 4X4 OPENING IN ROOF DECK AND PROVIDE CURB FOR NEW ROOF HOOD. AVOID EXISTING ROOF JOISTS. CUT AND PATCH BUR ROOF ASSEMBLY. FLASH AND SEAL CURB PENETRATION AIR AND WATER TIGHT.

AutoCAD SHX Text

MECHANICAL UNIT - SEE MECHANICAL DRAWINGS

AutoCAD SHX Text DEMOLISH SKYLIGHTS. INSPECT CURBS FOR DAMAGE AND NOTIFY CONTRACTING OFFICER IF REPAIRS ARE NEEDED. PROVIDE NEW TRANSLUCENT WHITE DOUBLE DOME SKYLIGHTS (SEE GENERAL NOTE 6). INSTALL ON EXISTING CURBS. SEAL AIR AND WATER TIGHT.

AutoCAD SHX Text

EXISTING LADDER

AutoCAD SHX Text

AutoCAD SHX Text 5A

AutoCAD SHX Text A501

AutoCAD SHX Text 5A

AutoCAD SHX Text A501

AutoCAD SHX Text 5C

AutoCAD SHX Text A501

AutoCAD SHX Text 5C

AutoCAD SHX Text A501

AutoCAD SHX Text 5C

AutoCAD SHX Text A501

AutoCAD SHX Text 5C

AutoCAD SHX Text A501

AutoCAD SHX Text 5C

AutoCAD SHX Text A501

AutoCAD SHX Text 5A

AutoCAD SHX Text A501

AutoCAD SHX Text

SIM

AutoCAD SHX Text CUT AND PATCH EXISTING ROOFING TO MATCH EXISTING ASSEMBLY TO REMOVE EXISTING MECHANICAL EQUIPMENT CURBS AND PROVIDE NEW EQUIPMENT CURBS. COORDINATE CURB SIZE AND LOCATION WITH MECHANICAL. PATCH ROOF AREAS LEFT EXPOSED BY DEMOLITION EXISTING ROOFING ASSEMBLY CONSISTS OF BUILT-UP ASPHALT ROOF WITH MINERAL CAP SHEET, RIGID INSULATION, R20 IN TWO LAYERS, WITH VAPOR RETARDER BETWEEN LAYERS ON COMPOSITE CONCRETE AND METAL ROOF DECK.

AutoCAD SHX Text

AutoCAD SHX Text 3C

AutoCAD SHX Text A500

AutoCAD SHX Text

ROOFING

AutoCAD SHX Text

EXISTING BUILT-UP

AutoCAD SHX Text

ROOFING

AutoCAD SHX Text

BUILT-UP

AutoCAD SHX Text PLASTIC GLAZED UNIT SKYLIGHT PROVIDE FACTORY ASSEMBLED DOME SKYLIGHT UNITS EACH CONSISTING OF SEALED UV-RESISTANT ACRYLIC DOUBLE DOMES WITH A 0.06 INCH EXTRUDED ALUMINUM OR PVC FRAME AND 0.06 INCH EXTRUDED ALUMINUM RETAINER CAP. SUBMIT MANUFACTURER'S DESCRIPTIVE DATA, CATALOG CUTS AND CERTIFICATE STATING THAT PRODUCTS MEET OR EXCEED SPECIFIED REQUIREMENTS. PROVIDE THE SKYLIGHT WITH AN INTEGRAL CONDENSATION GUTTER WITH WEEP HOLE SLOTS TO PROVIDE SUFFICIENT DRAINAGE TO THE OUTSIDE; AND A TRANSLUCENT WHITE AND CLEAR DOUBLE DOME, WITH A MINIMUM VISIBLE LIGHT TRANSMITTANCE OF 50%, MINIMUM SHGC OF 0.52 AND MINIMUM U-VALUE OF 0.70. FRAME SHALL INCORPORATE A THERMAL BREAK. FRAME FINISH SHALL BE WHITE. ALUMINUM FINISH COATING SHALL MEET AAMA 2605 STANDARDS. UNIFORM DESIGN LOAD CAPACITY OF COMPOSITE DOME AND FRAME MUST MEET OR EXCEED 30 PSF SNOW LOAD. PROVIDE PERMANENT FALL PROTECTION SCREEN COMPOSED OF MINIMUM 0.188-INCH DIAMETER STAINLESS STEEL WELDED WIRE MESH WITH 4-INCH X 4-INCH SPACING IN AN ADJUSTABLE FRAME. FRAME SHALL BE MINIMUM 0.090-INCH THICK EXTRUDED ALUMINUM, ALLOY 6063-T5. PROVIDE STAINLESS STEEL FASTENERS TO FABRICATE SCREEN FRAME AND ATTACH TO THE SKYLIGHT RETAINER OR FRAME. SCREEN SHALL BE A MANUFACTURED PRODUCT SPECIFICALLY DESIGNED FOR MOUNTING OVER THE SKYLIGHT FRAME TO MEET OSHA FALL PROTECTION REQUIREMENTS.

AutoCAD SHX Text 6.

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ROOFING

AutoCAD SHX Text

BUILT-UP

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ROOFING

AutoCAD SHX Text

BUILT-UP

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ROOFING

AutoCAD SHX Text

BUILT-UP

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ROOFING

AutoCAD SHX Text

BUILT-UP

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ROOFING

AutoCAD SHX Text

BUILT-UP

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ROOFING

AutoCAD SHX Text

METAL

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ROOFING

AutoCAD SHX Text

BUILT-UP

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ROOFING IDENTIFICATION

AutoCAD SHX Text material type

AutoCAD SHX Text

ROOF TOP MECHANICAL

AutoCAD SHX Text unit number, unit weight, unit dimensions, AutoCAD SHX Text

UNIT

AutoCAD SHX Text

UNIT 1

AutoCAD SHX Text 1000 lbs

AutoCAD SHX Text 72"x60"

AutoCAD SHX Text hvac unit on 12" ht built-up curb with flashing

AutoCAD SHX Text

SYMBOL AND TEXT

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

NOTE

AutoCAD SHX Text

REMOVE EXISTING AHU EQUIPMENT CURBS.

AutoCAD SHX Text

NOTE

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text 1.

AutoCAD SHX Text parapet walls (E)

AutoCAD SHX Text

CUT OPENINGS IN COMPOSITE CONCRETE AND STEEL DECK FOR NEW DUCT CONNECTIONS.

AutoCAD SHX Text 2.

AutoCAD SHX Text

FILL EXISTING HOLES FOR DUCTS UNLESS RE-USED WITH PLYWOOD COVERS.

AutoCAD SHX Text 3.

AutoCAD SHX Text PROVIDE NEW CURBS FOR NEW AHU UNITS. EQUIPMENT MANUFACTURER'S ROOF CURB, PROVIDED BY MECHANICAL.

AutoCAD SHX Text 4.

AutoCAD SHX Text CUT AND PATCH BUR ASSEMBLY. FLASH AND SEAL CURB PENETRATIONS AIR AND WATER TIGHT.

AutoCAD SHX Text 5.

AutoCAD SHX Text CUT AND PATCH EXISTING PLYWOOD SHEATHING, INSULATION AND METAL ROOF ASSEMBLY TO PROVIDE NEW ROOF DORMER AND LOUVER ASSEMBLIES.

AutoCAD SHX Text

EXISTING ROOF HATCH

AutoCAD SHX Text CUT 4X4 OPENING IN ROOF DECK AND PROVIDE CURB FOR NEW ROOF HOOD. AVOID EXISTING ROOF JOISTS. CUT AND PATCH BUR ROOF ASSEMBLY. FLASH AND SEAL CURB PENETRATION AIR AND WATER TIGHT.

AutoCAD SHX Text

MECHANICAL UNIT - SEE MECHANICAL DRAWINGS

AutoCAD SHX Text

EXISTING LADDER

AutoCAD SHX Text

ROOFING

AutoCAD SHX Text

EXISTING BUILT-UP

AutoCAD SHX Text 6.

AutoCAD SHX Text

ARCHITECT

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

LOWELL CATE

AutoCAD SHX Text

STATE OF WASHINGTON

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text bce engineers, inc.

AutoCAD SHX Text p:(253) 922-0446

AutoCAD SHX Text f: (253) 922-0896

AutoCAD SHX Text 6021 12th street east, suite 200, fife, wa 98424

AutoCAD SHX Text

DWG PATH:

AutoCAD SHX Text

PLOTTED:

AutoCAD SHX Text

PLOTTED BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3/32"=1'-0"

AutoCAD SHX Text

RP-01.DWG

REFLECTED CEILING PLAN LEGEND SHEET NOTES GENERAL NOTES

OFFICE

A B C D E B G H I QPMLK

3.4

NMK.8

REFLECTED CEILING PLAN LEGEND SHEET NOTES GENERAL NOTES

HANDBALL

WEIGHT ROOM

STORAGE

SHOWER

MEN

STAIR

ELECT

TOILET

DRY

SHOWER

JAN

SAUNA

MEN

DRY

TOILET

TELEPHONE

OFFICE

ELECT RM

STORAGE

LAUNDRY

ISSUE

GYM

CARDIO ROOM

MECHANICAL

CORRIDOR

139CORRIDOR

EXERCISE ROOM

SAUNA

CORRIDOR

WEIGHT ROOM

WOMEN

TOILET

SHOWER

LOBBY

OFFICE

design group

C O

R P

N G

I N

E E

R S

U S

R M

N G

I N

E E

I S

T R

I C

E A

T T

L E

S E

A T

T L

A S

H I N

G T

O N

S e c t i o n C h i e f

S u b m i t t e d b y

D e s c r i p t i o n

A p p r

D a t e

S y m b o l

NUMBER:

PLATE

A p p r of Engineers

Seattle District

US Army Corps

D e s c r i p t i o n

S y m b o l

D r a

C h e c k e d b y

D e s i g n e d b y

D e s i g n f i

D a t e

Sheet of

R e v

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

ISSUED FOR BID

A120

4 56

L D

W S

L C

R E

F L

E C

T E

E I L

I N

L A

I T

N E

T E

M c C

H O

R D

R E

P L

A C

H U

T R

J O

I N

A S

L E

W I S

M c C

H O

R D

A S

H I N

G T

O N

1C REFLECTED CEILING PLAN

3A GALLERY CEILING PLAN - ABOVE HALL 137

AutoCAD SHX Text

SYMBOL AND TEXT

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

CEILING IDENTIFICATION

AutoCAD SHX Text

SOFFIT

AutoCAD SHX Text material

AutoCAD SHX Text description

AutoCAD SHX Text height

AutoCAD SHX Text room number

AutoCAD SHX Text material

AutoCAD SHX Text ceiling height

AutoCAD SHX Text 2'x2' tiles, exposed grid.

AutoCAD SHX Text

FLUSH ACCESS PANEL

AutoCAD SHX Text 2'x2' panel

AutoCAD SHX Text

NOTE

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

GWB

AutoCAD SHX Text

SOFFIT

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

GWB

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

ACT

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text C01

AutoCAD SHX Text

NOTE

AutoCAD SHX Text C02

AutoCAD SHX Text C03

AutoCAD SHX Text C04

AutoCAD SHX Text C05

AutoCAD SHX Text C06

AutoCAD SHX Text C07

AutoCAD SHX Text

CEILING TO REMAIN

AutoCAD SHX Text

PLASTER CEILING TO REMAIN

AutoCAD SHX Text C08

AutoCAD SHX Text C09

AutoCAD SHX Text

SKYLIGHT ABOVE

AutoCAD SHX Text

1. REMOVE SUSPENDED ACOUSTICAL CEILING REMOVE SUSPENDED ACOUSTICAL CEILING AND PROVIDE NEW ACT CEILINGS THROUGHOUT UNLESS NOTED OTHERWISE. NEW CEILING SHALL MATCH EXISTING LAYOUT AND APPEARANCE. SEE DETAIL 5F/A501 2. PAINT NEW GWB AND PLASTER CEILINGS TO PAINT NEW GWB AND PLASTER CEILINGS TO MATCH EXISTING 3. NEW ACOUSTICAL CEILING TILES SHALL MEET NEW ACOUSTICAL CEILING TILES SHALL MEET USDA'S BIOPREFERRED CERTIFIED PRODUCT REQUIREMENTS, WITH 37% MINIMUM BIOBASED CONTENT. SUBMIT CERTIFICATION FROM MANUFACTURER FOR APPROVAL. 4. NEW ACOUSTICAL CEILING TILES SHALL MEET NEW ACOUSTICAL CEILING TILES SHALL MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH (CDPH) STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS, VERSION 1.1-2010. (THIS IS THE VOC EMISSION TESTING METHOD FOR CALIFORNIA SPECIFICATION 01350.) EMISSIONS SHALL COMPLY WITH THE LIMIT REQUIREMENTS FOR EITHER OFFICE OR CLASSROOM SPACES. SUBMIT CERTIFICATION FROM MANUFACTURER FOR APPROVAL.

AutoCAD SHX Text

REMOVE EXISTING SUSPENDED GWB SYSTEM AND PROVIDE NEW ACT CEILING.

AutoCAD SHX Text

SUSPENDED ACT CEILING IN LOWER CORRIDOR TO REMAIN.

AutoCAD SHX Text

EXISTING HANDBALL COURT PANEL CEILING TO REMAIN.

AutoCAD SHX Text REMOVE MOISTURE RESISTANT ACOUSTICAL TILE CEILING IN LOCKER ROOMS AND PROVIDE NEW MOISTURE RESISTANT ACOUSTICAL TILE CEILING TO MATCH EXISTING.

AutoCAD SHX Text C10

AutoCAD SHX Text

EXISTING BEAM

AutoCAD SHX Text

EXISTING SUSPENDED GWB CEILING TO REMAIN.

AutoCAD SHX Text

REMOVE PLASTER CEILING AND PROVIDE NEW PLASTER CEILING.

AutoCAD SHX Text

SUSPENDED ACOUSTICAL CEILING SYSTEM

AutoCAD SHX Text

SYMBOL AND TEXT

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

CEILING IDENTIFICATION

AutoCAD SHX Text

SOFFIT

AutoCAD SHX Text material

AutoCAD SHX Text description

AutoCAD SHX Text height

AutoCAD SHX Text room number

AutoCAD SHX Text material

AutoCAD SHX Text ceiling height

AutoCAD SHX Text 2'x2' tiles, exposed grid.

AutoCAD SHX Text

FLUSH ACCESS PANEL

AutoCAD SHX Text 2'x2' panel

AutoCAD SHX Text

NOTE

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

GWB

AutoCAD SHX Text

SOFFIT

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

GWB

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

ACT

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text C01

AutoCAD SHX Text

NOTE

AutoCAD SHX Text C02

AutoCAD SHX Text C03

AutoCAD SHX Text C04

AutoCAD SHX Text C05

AutoCAD SHX Text C06

AutoCAD SHX Text C07

AutoCAD SHX Text C02

AutoCAD SHX Text C03

AutoCAD SHX Text C04

AutoCAD SHX Text C05

AutoCAD SHX Text

CEILING TO REMAIN

AutoCAD SHX Text C06

AutoCAD SHX Text

PLASTER CEILING TO REMAIN

AutoCAD SHX Text C07

AutoCAD SHX Text C08

AutoCAD SHX Text C09

AutoCAD SHX Text

SKYLIGHT ABOVE

AutoCAD SHX Text C08

AutoCAD SHX Text

REMOVE EXISTING SUSPENDED GWB SYSTEM AND PROVIDE NEW ACT CEILING.

AutoCAD SHX Text

SUSPENDED ACT CEILING IN LOWER CORRIDOR TO REMAIN.

AutoCAD SHX Text

EXISTING HANDBALL COURT PANEL CEILING TO REMAIN.

AutoCAD SHX Text REMOVE MOISTURE RESISTANT ACOUSTICAL TILE CEILING IN LOCKER ROOMS AND PROVIDE NEW MOISTURE RESISTANT ACOUSTICAL TILE CEILING TO MATCH EXISTING.

AutoCAD SHX Text C10

AutoCAD SHX Text

EXISTING BEAM

AutoCAD SHX Text C10

AutoCAD SHX Text C04

AutoCAD SHX Text C06

AutoCAD SHX Text C01

AutoCAD SHX Text C07

AutoCAD SHX Text C09

AutoCAD SHX Text C10

AutoCAD SHX Text C04

AutoCAD SHX Text

EXISTING SUSPENDED GWB CEILING TO REMAIN.

AutoCAD SHX Text

REMOVE PLASTER CEILING AND PROVIDE NEW PLASTER CEILING.

AutoCAD SHX Text

SUSPENDED ACOUSTICAL CEILING SYSTEM

AutoCAD SHX Text

STAIR UP

AutoCAD SHX Text

ARCHITECT

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

LOWELL CATE

AutoCAD SHX Text

STATE OF WASHINGTON

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text bce engineers, inc.

AutoCAD SHX Text p:(253) 922-0446

AutoCAD SHX Text f: (253) 922-0896

AutoCAD SHX Text 6021 12th street east, suite 200, fife, wa 98424

AutoCAD SHX Text

DWG PATH:

AutoCAD SHX Text

PLOTTED:

AutoCAD SHX Text

PLOTTED BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3/32"=1'-0"

AutoCAD SHX Text

RP-01.DWG

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3/32"=1'-0"

RP-01.DWG

ELEVATIONSECTION

SECTION

design group

C O

R P

N G

I N

E E

R S

U S

R M

N G

I N

E E

I S

T R

I C

E A

T T

L E

S E

A T

T L

A S

H I N

G T

O N

S e c t i o n C h i e f

S u b m i t t e d b y

D e s c r i p t i o n

A p p r

D a t e

S y m b o l

NUMBER:

PLATE

A p p r of Engineers

Seattle District

US Army Corps

D e s c r i p t i o n

S y m b o l

D r a

C h e c k e d b y

D e s i g n e d b y

D e s i g n f i

D a t e

Sheet of

R e v

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

ISSUED FOR BID

A500

5 56

L D

W S

L C

D E

T A

I L

I T

N E

T E

M c C

H O

R D

R E

P L

A C

H U

T R

J O

I N

A S

L E

W I S

M c C

H O

R D

A S

H I N

G T

O N

3C DETAIL- LOUVER DORMER

3A DETAIL- WALL SECTION

AutoCAD SHX Text

EXISTING 3/4" CDX PLYWOOD SHEATHING 1-1/2" RIGID INSULATION METAL ROOF

AutoCAD SHX Text

BEAM

AutoCAD SHX Text

4" LOUVER

AutoCAD SHX Text W8X18 @ 91" O.C. (E)

AutoCAD SHX Text

CONTINUOUS SUPPORT ANGLE @ 2'0" O.C. (E)

AutoCAD SHX Text

BEAM

AutoCAD SHX Text

BEAM

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

LOUVER.

AutoCAD SHX Text

REMOVE SHEATHING ANR ROOFING FROM AREA OF DORMER.

AutoCAD SHX Text 3A

AutoCAD SHX Text A500

AutoCAD SHX Text 3E

AutoCAD SHX Text A501

AutoCAD SHX Text 5D

AutoCAD SHX Text A501

AutoCAD SHX Text 5D

AutoCAD SHX Text A501

AutoCAD SHX Text 3A

AutoCAD SHX Text A500

AutoCAD SHX Text 3C

AutoCAD SHX Text A501

AutoCAD SHX Text 3E

AutoCAD SHX Text A500

AutoCAD SHX Text 3A

AutoCAD SHX Text A501

AutoCAD SHX Text WALL ASSEMBLY WALL ASSEMBLY 5/16" FIBER CEMENT SIDING PANEL* (*SEE CEMENT PANEL SPECIFICATION BELOW) SELF-ADHERING MEMBRANE 1" RIGID INSULATION 3/4" CDX PLYWOOD METAL STUD FRAMING PER STRUCTURAL NOTE: PAINT FIBER CEMENT BOARD TO : PAINT FIBER CEMENT BOARD TO MATCH EXISTING ROOF COLOR

AutoCAD SHX Text

EXISTING METAL ROOF PANEL, TURN UP EDGE BEHIND FLASHING

AutoCAD SHX Text 24 GA METAL FLASHING AT BASE OF WALL, LAP OVER TOP OF TURNED UP EDGE OF EXISTING ROOF

AutoCAD SHX Text ROOF ASSEMBLY 24 GA METAL ROOFING PANELS SELF-ADHERING MEMBRANE 1-1/2" RIGID INSULATION 3/4" CDX PLYWOOD METAL STUD FRAMING PER STRUCTURAL NOTE: METAL ROOFING PANEL TO MATCH CONFIGURATION, PROFILE : METAL ROOFING PANEL TO MATCH CONFIGURATION, PROFILE AND COLOR OF EXISTING ROOF PANELS. PROVIDE CONCEALED CLIPS AND FASTENERS. PROVIDE MATCHING TRIM AND CLOSURES FOR A COMPLETE SYSTEM. PANELS SHALL BE PRE-FINISHED GALVANIZED OR ALUMINUM ZINC ALLOY COATED BASE METAL WITH POLYVINYLIDE FLOORIDE FINISH COATING

AutoCAD SHX Text

EXTEND RIGID INSULATION TO ROOF DECK, FILL VOIDS WITH FOAM INSULATION

AutoCAD SHX Text

5/16" SMOOTH FIBER CEMENT BOARD AT FASCIA AND SOFFIT

AutoCAD SHX Text

EXISTING ROOF STRUCTURE

AutoCAD SHX Text

METAL DRIP FLASHING

AutoCAD SHX Text

EXISTING ROOFING FELT AND INSULATION

AutoCAD SHX Text

SELF-ADHERING MEMBRANE, LAPPED OVER FLASHING

AutoCAD SHX Text

METAL DRIP EDGE

AutoCAD SHX Text

SELF-ADHERING MEMBRANE, LAPPED OVER FLASHING

AutoCAD SHX Text FIBER CEMENT SIDING PANEL SPECIFICATIONS: PROVIDE SIDING PANELS CONSISTING OF AN ASBESTOS-FREE FIBER CEMENT BOARD MEETING ASTM C1186, TYPE A, GRADE II. PROVIDE FACTORY PRIMED FINISH. PROVIDE CEMENT PROVIDE FACTORY PRIMED FINISH. PROVIDE CEMENT PROVIDE CEMENT BOARD IN A MINIMUM THICKNESS OF 5/16 INCH THICK. DIMENSIONALLY STABLE FINISHED DIMENSIONALLY STABLE FINISHED PANELS ARE REQUIRED. PROVIDE ACCESSORIES IN MANUFACTURER'S STANDARD EXTRUDED PROVIDE ACCESSORIES IN MANUFACTURER'S STANDARD EXTRUDED ALUMINUM. PROVIDE MOLDINGS FOR MEETING STRIPS, END CAPS, INSIDE CORNERS, OUTSIDE PROVIDE MOLDINGS FOR MEETING STRIPS, END CAPS, INSIDE CORNERS, OUTSIDE CORNERS. EXPOSED ALUMINUM TRIM SHALL BE POWDER-COATED TO MATCH EXISTING ROOF EXPOSED ALUMINUM TRIM SHALL BE POWDER-COATED TO MATCH EXISTING ROOF COLOR. PROVIDE NON-CORROSIVE, SELF-TAPPING SCREW TYPE FASTENERS. PROVIDE PROVIDE NON-CORROSIVE, SELF-TAPPING SCREW TYPE FASTENERS. PROVIDE PROVIDE CAULKING COMPOUNDS THAT ARE COLOR COMPATIBLE, LOW MODULUS SILICONE OR URETHANE TYPES.

AutoCAD SHX Text

ARCHITECT

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

LOWELL CATE

AutoCAD SHX Text

STATE OF WASHINGTON

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text bce engineers, inc.

AutoCAD SHX Text p:(253) 922-0446

AutoCAD SHX Text f: (253) 922-0896

AutoCAD SHX Text 6021 12th street east, suite 200, fife, wa 98424

AutoCAD SHX Text

DWG PATH:

AutoCAD SHX Text

PLOTTED:

AutoCAD SHX Text

PLOTTED BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text

DTL-01

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3"=1'-0"

DTL-04

design group

R P

N G

I N

E E

R S

U S

R M

N G

I N

E E

I S

T R

I C

E A

T T

L E

S E

A T

T L

A S

H I N

G T

O N

S e c t i o n C h i e f

S u b m i t t e d b y

D e s c r i p t i o n

A p p r

D a t e

S y m b o l

NUMBER:

PLATE

A p p r of Engineers

Seattle District

US Army Corps

D e s c r i p t i o n

S y m b o l

D r a

C h e c k e d b y

D e s i g n e d b y

D e s i g n f i

D a t e

Sheet of

R e v

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

ISSUED FOR BID

A501

6 56

L D

W S

L C

D E

T A

I L

I T

N E

T E

M c C

H O

R D

R E

P L

A C

H U

T R

J O

I N

A S

L E

W I S

M c C

H O

R D

A S

H I N

G T

O N

3A LOUVER JAMB

5A MECHANICAL UNIT CURB

3C WALL / ROOF FLASHING

5C SKYLIGHT CURB 5D DORMER CORNER 5F SUSPENDED CEILING BRACING

3E WALL BASE FLASHING

AutoCAD SHX Text

MEMBRANE FLASHING

AutoCAD SHX Text

RIGID INSULATION CANT AT SIDES, CRICKET AT HIGH SIDE OF CURB

AutoCAD SHX Text CUT AND PATCH EXISTING BUILT UP ROOF ASSEMBLY AS REQUIRED TO INSTALL MECHANICAL UNIT CURB

AutoCAD SHX Text

EXISTING ROOF STRUCTURE

AutoCAD SHX Text

EQUIPMENT MANUFACTURE'S ROOF CURB, PROVIDED BY MECHANICAL

AutoCAD SHX Text

RIGID INSULATION

AutoCAD SHX Text

VAPOR RETARDER UNDER INSULATION LAYER

AutoCAD SHX Text

NO CONCRETE FILL @ SIMILAR (CURB WILL SIT ON METAL DECK)

AutoCAD SHX Text

WALL ASSEMBLY PER WALL SECTION 3G/A700

AutoCAD SHX Text

EXISTING ROOFING PANEL

AutoCAD SHX Text

EXISTING BUILDING FELT

AutoCAD SHX Text

24 GA SHEET METAL VALLEY FLASHING, FINISHED TO MATCH ROOF COLOR

AutoCAD SHX Text

SELF-ADHERING MEMBRANE FLASHING

AutoCAD SHX Text

EXISTING INSULATION

AutoCAD SHX Text

EXISTING 2X SKYLIGHT CURB

AutoCAD SHX Text

FASTENER WITH NEOPRENE WASHER

AutoCAD SHX Text

EXISTING METAL REGLET AND COUNTER FLASHING

AutoCAD SHX Text

EXISTING 3"X3" CANT AT SIDES, CRICKET AT HIGH SIDE OF ROOF

AutoCAD SHX Text

EXISTING BUILT-UP ROOF WITH MINERAL CAP SHEET

AutoCAD SHX Text

EXISTING ROOF STRUCTURE

AutoCAD SHX Text

SKYLIGHT FRAME

AutoCAD SHX Text

WALL ASSEMBLY WALL ASSEMBLY PER WALL SECTION 3G/A700

AutoCAD SHX Text

EXTRUDED ALUMINUM CORNER TRIM, PREFINSIHED TO MATCH ROOF COLOR

AutoCAD SHX Text

PROVIDE GALVANIZED VERTICAL WIRES, 12 GA, @ 48" O.C. AT EACH RUNNER

AutoCAD SHX Text ATTACH RUNNER TO PERIMETER WALL MOLDING ON (2) SIDES WITH OPPOSITE ENDS UNATTACHED. UNATTACHED END OF RUNNER TO HAVE 3/4" CLEARANCE FROM WALL

AutoCAD SHX Text

ALL WIRE TIES TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN 3 INCHES

AutoCAD SHX Text

PERIMETER SUPPORT WIRE AT TERMINAL END OF ALL RUNNERS

AutoCAD SHX Text

HEAVY DUTY GRID SYSTEM

AutoCAD SHX Text NOTE: LAY-IN LIGHT LAY-IN LIGHT FIXTURES SHALL HAVE (2) 12 GA. WIRES ATTACHED AT OPPOSING CORNERS OF THE FIXTURE TO THE STRUCTURE ABOVE

AutoCAD SHX Text

(4) 12 GUAGE SPLAY WIRES ATTACHED TO THE MAIN BEAM 90° FROM EACH OTHER AND AT AN ANGEL NOT EXCEEDING 45° FOR THE CEILING PLANE. INSTALLED WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO THE SUSPENDED CEILING

AutoCAD SHX Text

LATERAL FORCE BRACING

AutoCAD SHX Text REQUIRED FOR CEILINGS OVER 1000 SF OR NOT SURROUNDED BY 4 WALLS BRACED TO STRUCTURE

AutoCAD SHX Text

VERTICAL STRUT, MAXIMUM 12' ON CENTER BEGINNING MAXIMUM OF 6' FROM WALLS

AutoCAD SHX Text

WALL ASSEMBLY PER WALL SECTION 3G/A700

AutoCAD SHX Text

EXTRUDED ALUMINUM CORNER TRIM, FINISHED TO MATCH ROOF COLOR

AutoCAD SHX Text

SELF-ADHEREING MEMBRANE FLASHING

AutoCAD SHX Text 24 GA SHEET METAL PAN FLASHING WITH END AND BACK DAMS, FINISHED TO MATCH ROOF COLOR

AutoCAD SHX Text

BACKER ROD AND SEALANT

AutoCAD SHX Text

LOUVER

AutoCAD SHX Text

EXISTING ROOFING PANEL

AutoCAD SHX Text

EXISTING BUILDING FELT

AutoCAD SHX Text

24 GA SHEET METAL PAN FLASHING WITH END DAMS, FINISHED TO MATCH ROOF COLOR

AutoCAD SHX Text

SELF-ADHERING MEMBRANE FLASHING

AutoCAD SHX Text

EXISTING RIGID INSULATION

AutoCAD SHX Text

24 GA SHEET METAL PAN FLASHING, FINISHED TO MATCH ROOF COLOR

AutoCAD SHX Text

NEOPRENE CLOSURE STRIP

AutoCAD SHX Text

LOUVER

AutoCAD SHX Text

FIBER CEMENT SIDING PANEL

AutoCAD SHX Text

ARCHITECT

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

LOWELL CATE

AutoCAD SHX Text

STATE OF WASHINGTON

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text bce engineers, inc.

AutoCAD SHX Text p:(253) 922-0446

AutoCAD SHX Text f: (253) 922-0896

AutoCAD SHX Text 6021 12th street east, suite 200, fife, wa 98424

AutoCAD SHX Text

DWG PATH:

AutoCAD SHX Text

PLOTTED:

AutoCAD SHX Text

PLOTTED BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text

DTL-08

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3"=1'-0"

AutoCAD SHX Text

DTL-01

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3"=1'-0"

AutoCAD SHX Text

DTL-04

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3"=1'-0"

AutoCAD SHX Text

DTL-03

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3"=1'-0"

AutoCAD SHX Text

DTL-05

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3"=1'-0"

AutoCAD SHX Text

DTL-06

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3"=1'-0"

DTL-04

1. ALL WORK PERFORMED SHALL BE DONE IN STRICT ACCORDANCE TO ALL

APPLICABLE MECHANICAL, BUILDING, ENERGY, FUEL GAS, AND LOCAL CODES, WITH

AMENDMENTS.

2. WHERE USED, THE TERM "PROVIDE" SHALL MEAN "FURNISH AND INSTALL".

3. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND REPRESENT THE GENERAL SCOPE

OF WORK. REVIEW THE SPECIFICATIONS AND PLANS FOR ADDITIONAL

REQUIREMENTS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES PRIOR

TO SUBMISSION OF BID.

4. MECHANICAL CONTRACTOR SHALL NOT SCALE FLOOR PLANS FOR EXACT

HORIZONTAL LOCATION OF PIPE ROUTING. CONTRACTOR SHALL PRODUCE SHOP

DRAWINGS FOR INSTALLATION

5. PLANS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS.

6. COORDINATE MECHANICAL WORK WITH ALL EXISTING ARCHITECTURAL AND

STRUCTURAL ELEMENTS. PROVIDE ADDITIONAL OFFSETS FOR INSTALLATION

WHERE REQUIRED.

7. COORDINATE LOCATIONS OF ALL CEILING-MOUNTED EQUIPMENT WITH ALL EXISTING

CEILING-MOUNTED DEVICES.

8. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT ROUTE

PIPING OVER ELECTRICAL PANELS.

9. COORDINATE EQUIPMENT CONNECTIONS WITH MANUFACTURERS' CERTIFIED

DRAWINGS. COORDINATE AND PROVIDE DUCT AND PIPING TRANSITIONS REQUIRED

FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHED EQUIPMENT. FIELD VERIFY

AND COORDINATE DUCT AND PIPING DIMENSIONS BEFORE FABRICATION.

10. LOCATIONS AND SIZES OF FLOOR, WALL, AND ROOF OPENINGS SHALL BE

COORDINATED WITH OTHER TRADES INVOLVED. INCLUDE IN THE COST OF

MECHANICAL WORK CUTTING, CORING, PATCHING AND PAINTING OF EXISTING

WALLS, CEILINGS, FLOORS, AND ROOFS AS REQUIRED TO ACCOMMODATE WORK AS

INDICATED IN THE MECHANICAL CONTRACT DOCUMENTS, UNLESS SPECIFICALLY

SHOWN ON ARCHITECTURAL DRAWINGS.

11. ALL PENETRATIONS OF FIRE-RATED WALLS OR FLOOR/CEILING ASSEMBLIES SHALL

BE FIRE STOPPED IN ACCORDANCE WITH ALL APPLICABLE CODES.

12. MECHANICAL CONTRACTOR SHALL NOT MAKE ANY PENETRATIONS IN ANY

STRUCTURAL MEMBERS WITHOUT COORDINATING WITH STRUCTURAL ENGINEER

AND STRUCTURAL CONTRACTOR.

13. NO SUPPORT OF DUCTWORK, PIPING, OR EQUIPMENT IS ALLOWED FROM THE ROOF

DECKING. PROVIDE BRIDGING AND SUPPORTS AS REQUIRED.

14. CLEAN THE JOB SITE DAILY AND REMOVE FROM THE PREMISES ANY DIRT AND

DEBRIS CAUSED BY THE PERFORMANCE OF THE WORK INCLUDED IN THIS

CONTRACT. BEFORE SUBSTANTIAL COMPLETION, CLEAN EQUIPMENT, FIXTURES,

EXPOSED DUCTS, PIPING, AND SIMILAR ITEMS.

15. PROVIDE EQUIPMENT AND FIXTURES THAT FIT INTO THE SPACE ALLOTTED AND

ALLOW ADEQUATE ACCEPTABLE CLEARANCE FOR INSTALLATION, REPLACEMENT,

SERVICING, AND MAINTENANCE. COORDINATE WITH OTHER TRADES TO ENSURE NO

CONFLICT WITH REQUIRED CLEARANCES.

16. A SHORT DASH IN A SCHEDULE TABLE CELL INDICATES THAT THE COLUMN HEADING

IS NOT USED OR NOT APPLICABLE TO THAT SCHEDULED ITEM.

17. ALL DUCTWORK AND PIPING IN FINISHED ROOMS OR SPACES SHALL BE CONCEALED

IN A FURRED CHASE OR ABOVE THE HARD SUSPENDED CEILING UNLESS NOTED

OTHERWISE.

18. WHERE NECESSARY, ANY EXPOSED PIPING SHALL BE ROUTED AS HIGH AS

POSSIBLE, TIGHT TO WALLS, AND PARALLEL OR PERPENDICULAR TO STRUCTURAL

AND ARCHITECTURAL ELEMENTS.

19. THE FIRST FIGURE OF DUCT SIZE CALLOUTS INDICATES DIMENSION OF FACE

SHOWN OR INDICATED. DUCT SIZES ARE NET INSIDE DIMENSIONS. PROVIDE ANY

APPLICABLE DUCT LINING AND INSULATION PER THE SPECIFICATIONS.

20. DUCT SIZES NOT SHOWN SHALL BE SIZED TO VELOCITIES NO GREATER THAN

UPSTREAM SECTIONS USING SIMILAR ASPECT RATIOS.

21. AIR TERMINAL SIZES SHOWN ON PLANS ARE NECK SIZES. PROVIDE ADDITIONAL

PANS, HARDWARE, ETC. REQUIRED TO INSTALL AIR TERMINAL IN CEILING SYSTEM.

22. REFER TO MECHANICAL EQUIPMENT SCHEDULES FOR EXTERNAL STATIC

PRESSURES. DUCTWORK SHALL BE MANUFACTURED PER APPROPRIATE SMACNA

PRESSURE CLASS.

23. DUCTS SHALL BE CONSTRUCTED, BRACED, REINFORCED, AND INSTALL TO PROVIDE

STRUCTURAL STRENGTH AND DURABILITY.

24. PROVIDE TURNING VANES IN ALL MITERED RECTANGULAR DUCT ELBOWS AND TEES.

25. ALL SUPPLY AIR TAKEOFFS FROM MAIN TRUNK DUCTS SHALL BE INSTALLED WITH

BELLMOUTH FITTINGS OR 45 DEGREE ENTRIES TO PROVIDE THE SMOOTHEST

AIRFLOW POSSIBLE.

26. RADIUS SHEET METAL ELBOWS SHALL BE FABRICATED WITH A CENTERLINE RADIUS

EQUAL TO 1.5 TIMES THE WIDTH OF THE DUCT IN THE PLANE OF THE TURN UNLESS

NOTED OTHERWISE.

27. PROVIDE DUCT ACCESS DOORS AT DUCT SMOKE DETECTORS, BACKDRAFT

DAMPERS, MOTORIZED CONTROL DAMPERS, DUCT MOUNTED COILS, AND LOUVER

PLENUMS.

28. PROVIDE MOTORIZED DAMPERS ON OUTDOOR AIR SUPPLY AND EXHAUST

OPENINGS. DAMPERS SHALL HAVE A MAXIMUM LEAKAGE RATE OF 3 CFM PER

SQUARE FOOT AT 1" W.C.

29. FINAL THERMOSTAT LOCATIONS SHALL BE APPROVED BY CONTRACTING OFFICER'S

REPRESENTATIVE.

30. PROVIDE TEMPORARY COVERS OVER OPEN ENDS OF EQUIPMENT AND DUCTWORK

DURING CONSTRUCTION.

31. PROVIDE MANUAL VOLUME DAMPER FOR EACH DIFFUSER, REGISTER, AND GRILLE.

32. INSULATE PIPING PER THE SPECIFICATIONS.

33. ALL PRESSURES LISTED ARE GAGE PRESSURES UNLESS NOTED OTHERWISE.

34. FIELD ROUTE CONDENSATE DRAINAGE PIPING FROM EQUIPMENT TO NEAREST

DRAIN LOCATION (SUCH AS SERVICE SINK, FUNNEL DRAIN, ETC.). SLOPE

NON-PRESSURIZED DRAIN PIPING TO DRAIN LOCATION. PIPING AND FITTINGS SHALL

BE PVC. USE COPPER FOR ALL PLENUM APPLICATIONS OR WHERE

NONCOMBUSTIBLE PIPING IS REQUIRED. MINIMUM PIPE SIZE SHALL BE 3/4".

INCREASE PIPE SIZE WHERE APPLICABLE PER IMC 307.2.2.

35. PROVIDE COMPLETE IMC 307.2.3-COMPLIANT SECONDARY CONDENSATE DRAINAGE

SYSTEM WHERE REQUIRED, INCLUDING PIPING, FITTINGS, DRAIN PANS, AND WATER

LEVEL DETECTION DEVICES. FIELD ROUTE DRAINAGE PIPING FROM EQUIPMENT TO

NEAREST CONSPICUOUS DRAIN LOCATION. COORDINATE DRAIN LOCATION WITH

OWNER'S TECHNICAL REPRESENTATIVE.

36. PROVIDE AN AUTOMATIC AIR VENT AT THE HIGH POINT OF EACH DROP IN ALL

CLOSED WATER PIPING SYSTEMS. PIPE VENT TO NEAREST DRAIN. PROVIDE AN

ISOLATION VALVE FOR EACH AIR VENT. PIPING SHALL GRADE TO LOW POINTS.

PROVIDE HOSE END DRAIN VALVES AT THE BOTTOM OF RISERS AND LOW POINTS.

37. VALVES SHALL BE INSTALLED SO THAT SYSTEM REMAINS IN SERVICE WHEN

EQUIPMENT OR PIPING ON EQUIPMENT SIDE OF VALVE IS REMOVED. VALVES

(EXCEPT CONTROL VALVES) AND STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE

REDUCING SIZE TO MAKE CONNECTIONS TO EQUIPMENT AND CONTROLS.

38. PROVIDE UNIONS AND/OR FLANGES AT EACH PIECE OF EQUIPMENT, AT EACH

CONTROL VALVE, IN BYPASSES, AND IN LONG PIPING RUNS (100 FEET OR MORE) TO

PERMIT DISSASSEMBLY FOR ALTERATION AND REPAIRS.

39. VALVES, EXPANSION FITTINGS/LOOPS, AND PIPING SPECIALTIES SHALL BE FULL SIZE

OF PIPE UNLESS NOTED OTHERWISE.

40. BALANCE ALL DIFFUSERS TO CFM VALUES SHOWN.

41. HANGERS AND SEISMIC BRACING FOR THE MECHANICAL SYSTEMS SHALL BE

DESIGNED AND PROVIDED BY THE MECHANICAL CONTRACTOR. REFER TO

CONTRACTOR SHOP DRAWINGS FOR LOCATIONS OF EQUIPMENT AND HUNG

MECHANICAL SYSTEMS. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE

SUPPORT SYSTEMS AND DESIGN LOADS FOR HUNG MECHANICAL SYSTEMS WITH

THE GENERAL CONTRACTOR AND OTHER TRADES THAT MAY BE IMPACTED.

42. PROVIDE MISCELLANEOUS STEEL REQUIRED TO ENSURE PROPER INSTALLATION OF

MECHANICAL SYSTEMS.

1. FOR DEMOLITION SCOPE SHOWN, CONTRACTOR SHALL REMOVE ALL

DUCTWORK, PIPING, AND EQUIPMENT INCLUDING ALL ASSOCIATED

INSULATION, HANGERS, VALVES, PLENUM WALLS, DAMPERS, WIREMOLD,

WIRING, CONTROLS, AND APPURTENANCES ASSOCIATED WITH EACH PIECE

OF EQUIPMENT.

2. WHERE EXISTING ITEMS THAT PENETRATE A WALL OR ROOF ARE SHOWN TO

BE DEMOLISHED, CONTRACTOR SHALL PROVIDE INFILL AT EXISTING

PENETRATIONS THROUGH WALL/ROOF WITH LIKE MATERIALS. PATCH AND

REPAIR TO MATCH SURROUNDING SURFACES, INCLUDING PAINT.

3. WHERE CONTROLS ARE DEMOLISHED, REMOVE WIRING BACK TO NEAREST

CONTROL PANEL OR JUNCTION BOX. REMOVE ACCESSIBLE CONDUIT,

JUNCTION BOXES, ETC.

4. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL FOR ALL EQUIPMENT AND

COMPONENTS REMOVED DURING DEMOLITION.

5. CONTRACTOR SHALL PERFORM DEMOLITION IN NEAT AND SKILLFUL MANNER

SO AS NOT TO DAMAGE OR DEFACE ANY CONSTRUCTION THAT IS TO

REMAIN.

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE ALL COSTS

ASSOCIATED WITH NECESSARY DEMOLITION TO ALLOW NEW

CONSTRUCTION SHOWN IN CONTRACT DOCUMENTS.

7. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE REUSED IN NEW

SYSTEMS, EXCEPT WHERE INDICATED AS BEING RELOCATED.

REFER TO BID SCHEDULE FOR PRICING DELINEATION REQUIREMENTS. REPLACING

THE CENTRAL STEAM SYSTEM AND PROVIDING GAS FIRED DOMESTIC WATER AND

SYSTEM HEATING COMPONENTS ARE MUTUALLY EXCLUSIVE. FURTHER

COMPONENT PRICING IDENTIFICATION IS REQUIRED, AS DESCRIBED IN THE BID

SCHEDULE.

E, W

Se cti on Ch ief

Su bm itte d b y:

De sc rip tio n Ap pr

Da te

Sy mb ol

NUMBER:

PLATE

Ap pr of Engineers Seattle District

US Army Corps

De sc rip tio n Sy mb ol

Dr aw n b y:

Ch ec ke d b y:

De sig ne d b y:

De sig n f ile no

Da te:

HGFEDCBA

Sheet of

Re v.

HFEDCBA

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

-0 8-

02 - -

M cC

L B

ISSUED FOR BID

08-02-2017 M-001

M E

C H

A N

I C

E R

STEAMSTM

CWS

CWR

HWR

HWS

TEMP./PRESS. RELIEF VALVE (T&PRV)

2-WAY CONTROL VALVE

3-WAY CONTROL VALVE

BALANCING COCK (BC)

BALL VALVE

EXISTING PIPING

HOT WATER SUPPLY

CHILLED WATER RETURN

CHILLED WATER SUPPLY

GLOBE VALVE

FLOW CONTROL VALVE

CHECK VALVE (CV)

PRESSURE REDUCING VALVE (PRV)

BUTTERFLY VALVE

GATE VALVE (GV)

HOT WATER RETURN

VALVE IN RISER / DROP

FLOW DIRECTION

BRANCH-SIDE CONNECTION

BRANCH-TOP CONNECTION

BRANCH-BOTTOM CONNECTION

PIPE DOWN

PIPE UP

UNION

DRAIN VALVE

REDUCER

STRAINER

FLEXIBLE CONNECTION (PIPE)

PIPE GUIDE

PIPE ANCHOR

CROSSING LINES, NON CONNECTING

GAS COCK

THERMOMETER

PRESSURE GAGEP

PUMP

CAP

NATURAL GAS PIPING

PIPE CONTINUATION

MECHANICAL LEGEND

HVAC

SUPPLY DUCT UP

SUPPLY DUCT DOWN

EXHAUST DUCT UP

RETURN, RELIEF, TRANSFER, OSA DUCT UP

RETURN, RELIEF, TRANSFER, OSA DUCT DOWN

EXHAUST DUCT DOWN

300 CFM

12 X 12 CD

ROUND DUCT ELBOW DOWN

ROUND DUCT ELBOW UP

M MOTORIZED DAMPER

VOLUME DAMPER (VD)

BACKDRAFT DAMPER (BD)

THERMOSTAT (T'STAT)

TURNING VANES (TV)

FLEXIBLE DUCT

CEILING AIR TERMINAL - ROUND

CEILING AIR TERMINAL - SQUARE

AIR TERMINAL SIZE, TYPE & CFM

RECTANGULAR DUCT, RADIUS ELBOW DOWN

RECTANGULAR DUCT, SQUARE ELBOW DOWN

RECTANGULAR DUCT, RADIUS ELBOW UP

RECTANGULAR DUCT SQUARE ELBOW UP

THERMOSTAT WITH GUARD OR FLAT PLATE

FLEXIBLE CONNECTION (DUCT)

CO2

CARBON DIOXIDE SENSOR

SPACE PRESSURE SENSOR

HYDRONIC

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

SEE SPECIFICATIONS

ELECTRICAL CONTRACTOR

POINT OF CONNECTION

MECHANICAL CONTRACTORMC

POC /

GENERAL CONTRACTORGC

BELOW FINISHED FLOORBFF

ABOVE FINISHED FLOORAFF

X/X SQUARE DUCT

XØ ROUND DUCT

X/XØ OVAL DUCT

CD CONDENSATE DRAIN

ABOVE FINISHED GRADEAFG

E, W

Se cti on Ch ief

Su bm itte d b y:

De sc rip tio n Ap pr

Da te

Sy mb ol

NUMBER:

PLATE

Ap pr of Engineers Seattle District

US Army Corps

De sc rip tio n Sy mb ol

Dr aw n b y:

Ch ec ke d b y:

De sig ne d b y:

De sig n f ile no

Da te:

HGFEDCBA

Sheet of

Re v.

HFEDCBA

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

-0 8-

02 - -

M cC

L B

ISSUED FOR BID

08-02-2017 M-002

M E

C H

A N

I C

E N

E B G H I QPMLK

3.4

M-

T G

AHU-1

DC-3

DC-2

T DC-1

DC-7

DC-5

DC-4

DC-6

DC-8

DC-9

30Ø RD

3000 CFM

30Ø RD

3000 CFM

30Ø RD

3000 CFM

30Ø RD

3000 CFM

30Ø RD

3000 CFM

30Ø RD

3000 CFM

30 X 18 RGS

8 X 6 SDS

140 CFM

6 X 6 CD-4

100 CFM

10 X 10 RG

235 CFM

9 X 9 CD-4

250 CFM

10 X 10 RG

225 CFM

9 X 9 CD-4

250 CFM

10 X 10 RG

225 CFM

30 X 16 RGS

1815 CFM

12 X 12 CD-3

340 CFM

(TYP. 2)

12 X 12 CD-4

320 CFM

(TYP. 2)

12 X 12 CD-3

340 CFM

(TYP. 2)

6 X 6 CD-4

100 CFM

12 X 12 CD-4

430 CFM

(TYP. 2)

12 X 12 EG

480 CFM

(TYP. 2)

8 X 6 EGS

100 CFM

12 X 8 EGS

350 CFM

12 X 12 CD-3

300 CFM

EXISTING EXHAUST

470 CFM

EXISTING SUPPLY

140 CFM

18 X 8 EGS

590 CFM

9 X 9 CD-4

250 CFM

(TYP. 8)

12 X 8 EGS

350 CFM

12 X 12 CD-3

300 CFM

12 X 12 EGH

470 CFM

6 X 6 CDH-4

50 CFM

EXISTING EXHAUST

300 CFM

EXISTING SUPPLY

160 CFM

12 X 12 CD-4

290 CFM

(TYP. 4)

8 X 6 EGS

100 CFM

12 X 12 EG

470 CFM

(TYP. 2)

6 X 6 CD-2

130 CFM

8 X 8 EG

180 CFM

6 X 6 CD-2

100 CFM

16 X 16 RG

1140 CFM

16 X 16 RG

1140 CFM

12 X 12 CD-4

550 CFM

(TYP. 4)12 X 12 CD-4

390 CFM

(TYP. 3)

18 X 18 RG

1310 CFM

18 X 18 SDS

1050 CFM

(TYP. 3)

8 X 4 SDS

100 CFM

8 X 4 SDS

100 CFM

9 X 9 CD-4

260 CFM

16 X 8 EGS

490 CFM

8 X 8 EG

150 CFM

10 X 8 EGS

250 CFM

WEIGHT ROOM

WOMEN

STORAGE

SHOWER

MEN

STAIR

126ELECT

TOILET

DRY

SHOWER

TOILET

JAN

TOILET

SAUNA

MEN

DRY

SHOWER

TOILET

TELEPHONE

LOBBY

OFFICE

ELECT RM

STORAGE

LAUNDRY

ISSUE

GYM

CORRIDOR

EXERCISE ROOM

SAUNA

CORRIDOR

PSAHU-2PS

AHU-4

8 X 8 EGH

200 CFMT

EF-25

M-101

1. REFER TO GENERAL MECHANICAL NOTES ON SHEET M-001.

HVAC EMERGENCY SHUTDOWN SWITCH WITH HINGED LEXAN COVER.

PROVIDE ENGRAVED PHENOLIC PLATE STATING "EMERGENCY HVAC

SHUTDOWN".

BALANCE EXISTING AIR DEVICE TO CFM SHOWN.

COORDINATE CEILING FAN LOCATION WITH LIGHTING LAYOUT TO AVOID

CASTING SHADOWS.

LOCATE EXHAUST GRILLE ABOVE EXISTING TRANSFORMER. FIELD

COORDINATE EXACT LOCATION. EXHAUST GRILLE TO BE MOUNTED

DIRECTLY ON DUCT.

FIELD COORDINATE LOCATION OF THERMOSTAT WITH ALL NEW AND

EXISTING EQUIPMENT IN ELECTRICAL ROOM.

E, W

Se cti on Ch ief

Su bm itte d b y:

De sc rip tio n Ap pr

Da te

Sy mb ol

NUMBER:

PLATE

Ap pr of Engineers Seattle District

US Army Corps

De sc rip tio n Sy mb ol

Dr aw n b y:

Ch ec ke d b y:

De sig ne d b y:

De sig n f ile no

Da te:

HGFEDCBA

Sheet of

Re v.

HFEDCBA

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

KEY PLAN

A B

-0 8-

02 - -

M cC

L B

ISSUED FOR BID

08-02-2017 M-101

H V

L E

C T

I L

I N

L A

S E

C T

HVAC REFLECTED CEILING PLAN - SECTOR A 8' 4' 0 8' 16'

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

3.4

MD201

WEIGHT ROOM

136 WOMEN

STORAGE

SHOWER

MEN

STAIR

ELECT

TOILET

DRY

123 SHOWER

TOILET

JAN

TOILET

SAUNA

MEN

DRY

SHOWER

TOILET

TELEPHONE

LOBBY

OFFICE

ELECT RM

STORAGE

LAUNDRY

ISSUE

GYM

CORRIDOR

EXERCISE ROOM

SAUNA

CORRIDOR

HT ROOM

1. REFER TO GENERAL MECHANICAL NOTES ON SHEET M-001.

2. REFER TO MECHANICAL DEMOLITION NOTES ON SHEET M-001.

3. ITEMS SHOWN DARK AND DASHED INDICATE EXISTING ITEMS TO BE

REMOVED. ITEMS SHOWN LIGHT INDICATE EXISTING ITEMS TO REMAIN.

4. REMOVE AND REPLACE CEILINGS AS REQUIRED TO FACILITATE

DEMOLITION AND NEW INSTALLATION WORK. REFER TO ARCHITECTURAL

PLANS.

5. AS-BUILT DRAWINGS WERE UTILIZED TO PRODUCE DEMOLITION PLANS.

FIELD VERIFY ACTUAL INSTALLED CONDITIONS.

REMOVE EXISTING DIFFUSER/GRILLE AS INDICATED. RETAIN ASSOCIATED

DUCTWORK FOR RE-USE. REFER TO PHASING PLAN FOR TIMING OF WORK.

REMOVE EXISTING HYDRONIC PIPING IN ITS ENTIRETY. DOMESTIC WATER

PIPING SHALL REMAIN IN PLACE.

REMOVE EXISTING THERMOSTAT AND ASSOCIATED WIRING.

EXISTING DUCTWORK ABOVE PLASTER CEILING AND AIR DEVICES IN

PLASTER CEILING TO REMAIN.

REMOVE EXISTING ROOFTOP UNITS, AHU-3 AND AHU-4. RETAIN DUCT

SMOKE DETECTOR WIRING FOR CONNECTION TO DETECTORS IN NEW

UNITS.

E, W

Se cti on Ch ief

Su bm itte d b y:

De sc rip tio n Ap pr

Da te

Sy mb ol

NUMBER:

PLATE

Ap pr of Engineers Seattle District

US Army Corps

De sc rip tio n Sy mb ol

Dr aw n b y:

Ch ec ke d b y:

De sig ne d b y:

De sig n f ile no

Da te:

HGFEDCBA

Sheet of

Re v.

HFEDCBA

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

KEY PLAN

A B

-0 8-

02 - -

M cC

L B

ISSUED FOR BID

08-02-2017 MD201

M E

C H

A N

I C

O L

I T

I O

L A

S E

C T

MECHANICAL DEMOLITION PLAN - SECTOR A 8' 4' 0 8' 16'

A B C D E

EXISTING UNIT AND DISTRIBUTION TO REMAIN.

REMOVE EXISTING THERMOSTAT AND ASSOCIATED WIRING.

1. REFER TO GENERAL MECHANICAL NOTES ON SHEET M-001.

2. REFER TO MECHANICAL DEMOLITION NOTES ON SHEET M-001.

3. ITEMS SHOWN DARK AND DASHED INDICATE EXISTING ITEMS TO BE

REMOVED. ITEMS SHOWN LIGHT INDICATE EXISTING ITEMS TO REMAIN.

4. REMOVE AND REPLACE CEILINGS AS REQUIRED TO FACILITATE

DEMOLITION AND NEW INSTALLATION WORK. REFER TO ARCHITECTURAL

PLANS.

5. AS-BUILT DRAWINGS WERE UTILIZED TO PRODUCE DEMOLITION PLANS.

FIELD VERIFY ACTUAL INSTALLED CONDITIONS.

HANDBALL

WEIGHT ROOM

CORRIDOR

WEIGHT ROOM

E, W

Se cti on Ch ief

Su bm itte d b y:

De sc rip tio n Ap pr

Da te

Sy mb ol

NUMBER:

PLATE

Ap pr of Engineers Seattle District

US Army Corps

De sc rip tio n Sy mb ol

Dr aw n b y:

Ch ec ke d b y:

De sig ne d b y:

De sig n f ile no

Da te:

HGFEDCBA

Sheet of

Re v.

HFEDCBA

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

KEY PLAN

A B

-0 8-

02 - -

M cC

L B

ISSUED FOR BID

08-02-2017 MD202

M E

C H

A N

I C

O L

I T

I O

L A

S E

C T

MECHANICAL DEMOLITION PLAN - SECTOR B

8' 4' 0 8' 16'

J NMK.8

MD203

MECHANICAL

138 2

REMOVE EXISTING UNIT AND PORTIONS OF DUCTWORK AS INDICATED.

UNDERSLAB DUCTWORK TO BE RE-USED WHERE INDICATED FOR BUILDING

RELIEF. OVERHEAD SUPPLY AND RETURN DUCTWORK TO REMAIN, AS

INDICATED, FOR RE-USE. RETAIN DUCT SMOKE DETECTOR WIRING FOR

SERVICE TO NEW UNIT.

STEAM AND CONDENSATE RETURN PIPING TO BE DEMOLISHED BACK TO

POINT OF ENTRY OF BUILDING. IF NOT UTILIZED FOR NEW SYSTEM, STEAM

A…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.