Attachment 10 - Architectural Drawings 3-5.pdf

PDF 9 MB Posted

Attached to
Y1DZ--463-301 Construct Mental Health Building and Surface Parking Alaska (VA-22-00023262)
Solicitation number
36C77622B0047
Issued by

About this file

Written by GovTribe AI ·

This solicitation package includes architectural drawings and specifications for the construction of a new mental health building and surface parking lot in Alaska. The project involves building a two-story mental health clinic with examination rooms, counseling offices, waiting areas and support spaces. Ceiling, door, window and firestopping details are provided along with reflected ceiling plans, material schedules and room finish schedules. The solicitation also includes seismic bracing details for ceiling systems. The work is to be performed for the Department of Veterans Affairs Alaska VA Healthcare System in Anchorage, Alaska. Bids are due by January 15, 2023 with award anticipated by March 1, 2023. Pricing will be firm fixed price for construction of the project in accordance with the drawings and specifications.

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Other files

File Type Posted
0005 Attachment 1 - Anchorage AK Wage Rates.pdf PDF
36C77622B0047 0005.docx DOCX document
0004 Attachment 1 -Construct Mental Health Facility Question Responses 2.pdf PDF
36C77622B0047 0004.docx DOCX document
36C77622B0047 0003.docx DOCX document
0003 Attachment 1 - Geotechnical Assessment - VA Anchorage Mental Health - Submitted.pdf PDF
0003 Attachment 3 - VA fire protection manual.pdf PDF
0003 Attachment 2 - Geotech and Environmental Assessment Bldg 100.pdf PDF
Amendment 0002 36C77622B0047.pdf PDF
0002 Alaska Mental Health Facility - Bidder Question Responses.pdf PDF
36C77622B0047 0001.pdf PDF
Attachment A - Site Visit Sign in - Alaska.pdf PDF
36C77622B0047 0001.docx DOCX document
Attachment 2 - Specifications-VOL_2.pdf PDF
Attachment 20 - Civil Drawings 3-4.pdf PDF
Attachment 6 - Gen Drawings 3-4.pdf PDF
Attachment 21 - Civil Drawings 4-4.pdf PDF
Attachment 19 - Civil Drawings 2-4.pdf PDF
Attachment 14 - Structural Drawings.pdf PDF
Attachment 17 - Fire_Protection_Drawings.pdf PDF
Attachment 24 - Limitations on Subcontracting - Construction.pdf PDF
Attachment 22 - JA Brand Name.pdf PDF
Attachment 18 - Civil Drawings 1-4.pdf PDF
Attachment 13 - Electrical Drawing.pdf PDF
Attachment 7 - Gen Drawings 4-4.pdf PDF
Attachment 8 - Architectural Drawings 1-5.pdf PDF
Attachment 5 - Gen Drawings 2-4.pdf PDF
Attachment 1 - Specifications-VOL_1.pdf PDF
Attachment 9 - Architectural Drawings 2-5.pdf PDF
Attachment 23 - COVID-19 Safety Protocols.pdf PDF
Attachment 4 - Gen Drawings 1-4.pdf PDF
Attachment 3 - Specifications-VOL_3.pdf PDF
36C77622B0047_1.docx DOCX document
Attachment 25 - Contractor Safety - Environmental Form.pdf PDF
Attachment 12 - Architectural Drawings 5-5.pdf PDF
Attachment 11 - Architectural Drawings 4-5.pdf PDF
Attachment 16 - Mechanical_Drawings.pdf PDF
Attachment 15 - Plumbing_Drawings.pdf PDF
Show all 38

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Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

100% SUBMITTALFACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.JB TAW

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

Dec. 11, 2020

MENTAL HEALTH BUILDING AND

PARKING LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31//202065% SUBMITTAL

10/26/202095% SUBMITTAL

JAMES S. BLAIR

No. AELA 7725

12/11/2020

REG IS T ER E D P R O F E S S IO NA L A R CHIT ECT

100% SUBMITTAL 12/11/2020

AE-803

DOOR HARDWARE

SCHEDULE - CONTINUED

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Project Title

Location

Issue Date Checked Drawn

Drawing Title

100% SUBMITTALFACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.JB TAW

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

Dec. 11, 2020

MENTAL HEALTH BUILDING AND

PARKING LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31//202065% SUBMITTAL

10/26/202095% SUBMITTAL

JAMES S. BLAIR

No. AELA 7725

12/11/2020

REGIS T ER ED P R O FE S S IO NA L A R CHIT ECT

100% SUBMITTAL 12/11/2020

AE-810

INTERIOR DOOR

DETAILS

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CARPET AS SCHEDULED

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HEAD AT SLIDING DOOR

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Project Title

Location

Issue Date Checked Drawn

Drawing Title

100% SUBMITTALFACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.JB TAW

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

Dec. 11, 2020

MENTAL HEALTH BUILDING AND

PARKING LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31//202065% SUBMITTAL

10/26/202095% SUBMITTAL

JAMES S. BLAIR

No. AELA 7725

12/11/2020

REGIS T ER ED P R O FE S S IO NA L A R CHIT ECT

100% SUBMITTAL 12/11/2020

AE-811

INTERIOR WINDOW

DETAILS

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SEALANT, BOTH SIDES

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HEADER

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SETTING BLOCK.

AutoCAD SHX Text

SEALANT, BOTH SIDES

AutoCAD SHX Text METAL STUD BRACING ALONG LENGTH OF HEADER FROM ABOVE CEILING TO STRUCTURE ABOVE. THIS OCCURS WHERE WINDOW JAMB IS NOT SUPPORTED BY FULL HEIGHT WALL STUDS.

AutoCAD SHX Text

CORNER BEAD, TYP.

AutoCAD SHX Text

AutoCAD SHX Text

AE811

AutoCAD SHX Text

WINDOW SILL AT WALL

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

AE811

AutoCAD SHX Text

WINDOW JAMB AT WALL

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

AE811

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WINDOW HEAD AT WALL

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

WALL CONSTRUCTION VARIES, REF. WALL TYPE

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GYP. BD.

AutoCAD SHX Text

ALUMINUM WINDOW FRAME, JAMB FLUSH WITH WALL FINISH ON PUBLIC SIDE

AutoCAD SHX Text

BACKER ROD AND SEALANT, TYP.

AutoCAD SHX Text

SHIM AS REQUIRED

AutoCAD SHX Text

SPACER

AutoCAD SHX Text

SEALANT, BOTH SIDES

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EDGE METAL, TYP.

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SEALANT, BOTH SIDES

AutoCAD SHX Text

ALUMINUM WINDOW FRAME, JAMB FLUSH WITH WALL FINISH ON PUBLIC SIDE

AutoCAD SHX Text

BACKER ROD AND SEALANT, TYP.

AutoCAD SHX Text

GYP. BD.

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CORNER BEAD, TYP.

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EDGE METAL

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GLAZING PER PLANS

AutoCAD SHX Text

CORNER BEAD

AutoCAD SHX Text

EDGE METAL

AutoCAD SHX Text

SHIM AS REQUIRED

AutoCAD SHX Text

5/8"X 1/2" STEEL STOP

AutoCAD SHX Text

SEALANT, BOTH SIDES

AutoCAD SHX Text

GLAZING

AutoCAD SHX Text

SETTING BLOCK

AutoCAD SHX Text

SHIMS

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

FLOOR FINISH

AutoCAD SHX Text

HOLLOW METAL TRACK SET IN CONTINUOUS SEALANT BED

AutoCAD SHX Text

AutoCAD SHX Text

AE811

AutoCAD SHX Text

WINDOW SILL AT FLOOR

AutoCAD SHX Text 3" = 1'-0"

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

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

AutoCAD SHX Text 1/4'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'' = 1'-0''

AutoCAD SHX Text 3'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 3/8'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

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

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text 6'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2"

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

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AutoCAD SHX Text 8'

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TH

Project Title

Location

Issue Date Checked Drawn

Drawing Title

100% SUBMITTALFACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.JB TAW

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

Dec. 11, 2020

MENTAL HEALTH BUILDING AND

PARKING LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31//202065% SUBMITTAL

10/26/202095% SUBMITTAL

JAMES S. BLAIR

No. AELA 7725

12/11/2020

REGIST ER ED P R O FE S S I O NA L A R C HIT ECT

100% SUBMITTAL 12/11/2020

AE-901

FIRE STOPPING DETAILS

N.T.S.

AutoCAD SHX Text

2 HR WALL WHERE OCCURS

AutoCAD SHX Text

2 HR WALL WHERE OCCURS

AutoCAD SHX Text

2 HR WALL WHERE OCCURS

AutoCAD SHX Text

STEEL SLEEVE

AutoCAD SHX Text MIN. 1 " SPECSEAL PUTTY BY SPECIFIED TECHNOLOGIES INC. APPLIED WITHIN ANNULUS, FLUSH WITH BOTH ENDS OF SLEEVE

AutoCAD SHX Text 4" (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING ORSCHEDULE 5 (OR HEAVIER) STEEL PIPE FRICTION-FIT INTO WALL ASSEMBLY. SLEEVE INSTALLED SUCH THAT THE ENDS PROJECT 1 1/2" TO 2" BEYOND EA. SIDE OF WALL.

AutoCAD SHX Text

SEALANT

AutoCAD SHX Text

CABLE BUNDLE

AutoCAD SHX Text

5/8" TYPE 'X' GYP. BD. BOTH SIDES

AutoCAD SHX Text MIN. 1/4" BEAD OF SPECSEAL SERIES 100 OR SERIES LCSEALANT BY SPECIFIED TECHNOLOGIES INC. APPLIED AT THE GYP. BD./ STEEL SLEEVE INTERFACE ON BOTH SIDES OF WALL.

AutoCAD SHX Text MULTIPLE CABLES RIGIDLY SUPPORTED ON BOTH SIDES OF WALL. AGGREGATE CROSS SECTIONAL AREA OF CABLES TO BE MAX. 48% OF THE SLEEVE. CABLES TO BE TIGHTLY BUNDLED & CENTERED IN SLEEVE.

AutoCAD SHX Text

SEALANT

AutoCAD SHX Text

STEEL SLEEVE

AutoCAD SHX Text

PIPE INSULATION

AutoCAD SHX Text MIN. 1" THICKNESS SPECSEAL SEALANT BY SPECIFIED TECHNOLOGIES INC. WITHIN ANNULUS, FLUSH W/ EA. END OF STEEL SLEEVE. AT THE POINT CONTACT LOCATION BETWEEN INSULATED THROUGH PENETRANT AND STEEL SLEEVE, A MIN 1/4" BEAD OF SEALANT SHALL BE APPLIED TO THE INSULATED THROUGH PENETRANT/ STEEL SLEEVE INTERFACE ON BOTH SIDES OF THE WALL. A NOMINAL 1/4" BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE WALLBOARD/ STEEL SLEEVE INTERFACE ON BOTH SIDES OF THE WALL.

AutoCAD SHX Text

12" MAX STEEL OR IRON PIPE, OR 6" MAX COPPER PIPE

AutoCAD SHX Text

PIPE INSULATION

AutoCAD SHX Text

28 GA STEEL SLEEVE PER UL DESIGN

AutoCAD SHX Text

METAL PIPE

AutoCAD SHX Text

5/8" TYPE 'X' GYP. BD. BOTH SIDES

AutoCAD SHX Text

SEALANT TO BE LC 150, 151, 152, OR 155 BY SPECIFIED TECHNOLOGIES, INC.

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MIN. 2 1/4" THICK MINERAL WOOL BATT INSUL.

AutoCAD SHX Text

MIN. 1/4" SEALANT FLUSH W/ TOP OF FLOOR OR BOTH WALL SURFACES

AutoCAD SHX Text

SECOND FLOOR CONCRETE SLAB

AutoCAD SHX Text AT THE POINT CONTACT LOCATION BETWEEN THROUGH PENETRANT AND CONCRETE, A MIN 1/4" BEAD OF SEALANT SHALL BE APPLIED AT THE CONCRETE/ THROUGH PENETRANT INTERFACE ON THE TOP SURFACE OF FLOOR AND ON BOTH SURFACES OF WALL

AutoCAD SHX Text

MAX. 24" STEEL OR IRON PIPE, MAX. 4" CONDUIT OR MAX. 6" COPPER PIPE

AutoCAD SHX Text

METAL PIPE OR CONDUIT

AutoCAD SHX Text

METAL PIPE OR CONDUIT

AutoCAD SHX Text

5/8" TYPE 'X' GYP. BD. BOTH SIDES FIRE CAULK METAL PIPE 4" MAXIMUM

AutoCAD SHX Text MIN. 5/8" THICKNESS FIRECODE COMPOUND BY U.S. GYPSUM CO. FLUSH WITH SURFACES OF BOTH WALLS. ADDITIONAL COMPOUND INSTALLED THAT A MINIMUM 3/8" CROWN IS FORMED AROUND THE PENETRATING ITEM, OVERLAPPING MIN. 1" ON WALL BOARD SURFACE

AutoCAD SHX Text %%uRECESSED BOXES

AutoCAD SHX Text

RECESSED BOX

AutoCAD SHX Text

2'-0" MINIMUM

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COVER PLATE

AutoCAD SHX Text %%uNOTE:

AutoCAD SHX Text %%uELECTRICAL OUTLET BOXES

AutoCAD SHX Text ONE PART FIRE-RESISTANT ELASTOMERIC SEALANT, APPLY TO BACK AND SIDES OF BOX AS REQUIRED FOR FIRE/SMOKE RATINGS

AutoCAD SHX Text

SPACE REQUIRED BETWEEN OUTLET BOXES ON OPPOSITE SIDES

AutoCAD SHX Text

TELEPHONE OR ELECTRICAL BOXES

AutoCAD SHX Text

TELEPHONE OR ELECTRICAL BOXES

AutoCAD SHX Text ONE PART FIRE-RESISTANT ELASTOMERIC SEALANT APPLY AROUND BOX AT WALL MEMBRANE PENETRATION

AutoCAD SHX Text DETAILS APPLY TO FIRE RATED AND/OR SMOKE TIGHT PARTITIONS WHEN: STEEL OUTLET BOXES EXCEED 16 16 SQUARE INCHES IN AREA OR THE AGGREGATE AREA OF OPENINGS EXCEEDS 100 SQUARE INCHES FOR ANY IN AREA OR THE AGGREGATE AREA OF OPENINGS EXCEEDS 100 SQUARE INCHES FOR ANY 100 SQUARE INCHES FOR ANY 100 SQUARE FEET OF WALL AREA. OF WALL AREA.

AutoCAD SHX Text

APPLY GYPSUM BOARD AROUND ALL FOUR SIDES AND BACK OF RECESS

AutoCAD SHX Text

STEEL SLEEVE

AutoCAD SHX Text

FIRE CAULK

AutoCAD SHX Text

PIPE SLEEVE

AutoCAD SHX Text

STEEL SLEEVE

AutoCAD SHX Text

FIRE CAULK

AutoCAD SHX Text

STEEL SLEEVE

AutoCAD SHX Text

FIRE CAULK

AutoCAD SHX Text

2 HR WALL WHERE OCCURS

AutoCAD SHX Text

STEEL SLEEVE

AutoCAD SHX Text MIN. 1 " SPECSEAL PUTTY BY SPECIFIED TECHNOLOGIES INC. APPLIED WITHIN ANNULUS, FLUSH WITH BOTH ENDS OF SLEEVE

AutoCAD SHX Text 4" (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING ORSCHEDULE 5 (OR HEAVIER) STEEL PIPE FRICTION-FIT INTO WALL ASSEMBLY. SLEEVE INSTALLED SUCH THAT THE ENDS PROJECT 1 1/2" TO 2" BEYOND EA. SIDE OF WALL.

AutoCAD SHX Text

SEALANT

AutoCAD SHX Text

CABLE

AutoCAD SHX Text

5/8" TYPE 'X' GYP. BD. BOTH SIDES

AutoCAD SHX Text MIN. 1/4" BEAD OF SPECSEAL SERIES 100 OR SERIES LCSEALANT BY SPECIFIED TECHNOLOGIES INC. APPLIED AT THE GYP. BD./ STEEL SLEEVE INTERFACE ON BOTH SIDES OF WALL.

AutoCAD SHX Text

SINGLE CABLE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL

AutoCAD SHX Text

AutoCAD SHX Text A12.1

AutoCAD SHX Text

1-HR FLOOR/CEILING PENETRATION

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

UL DESIGN C-AJ-5091

AutoCAD SHX Text

AutoCAD SHX Text A12.1

AutoCAD SHX Text

1-HR WALL PENETRATION

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

UL DESIGN W-L-1085

AutoCAD SHX Text

AutoCAD SHX Text A12.1

AutoCAD SHX Text

1-HR WALL PENETRATION

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

UL DESIGN W-L-1085

AutoCAD SHX Text

AutoCAD SHX Text A12.1

AutoCAD SHX Text

1-HR WALL PENETRATION

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

UL DESIGN W-L-3132

AutoCAD SHX Text

AutoCAD SHX Text A12.1

AutoCAD SHX Text

1-HR WALL PENETRATION

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

UL DESIGN W-L-3132

AutoCAD SHX Text

AutoCAD SHX Text A12.1

AutoCAD SHX Text

1-HR WALL PENETRATION

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

UL DESIGN W-L-3132

AutoCAD SHX Text

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

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

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'

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AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

AutoCAD SHX Text 1/4'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'' = 1'-0''

AutoCAD SHX Text 3'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 3/8'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

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

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text 6'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2"

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

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text A

AutoCAD SHX Text K

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text A

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AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

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AutoCAD SHX Text

TH

K-A

W0

W25

STAIR

ELEVATOR

ELEVATOR

MACHINE RM.

SPRINKLER

RISER

STORAGE

MECHANICAL

INTERSTITIAL

SPACE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

100% SUBMITTALFACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.JB TAW

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

Dec. 11, 2020

MENTAL HEALTH BUILDING AND

PARKING LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31//202065% SUBMITTAL

10/26/202095% SUBMITTAL

JAMES S. BLAIR

No. AELA 7725

12/11/2020

REGIST ER ED P R O FE S S I O NA L A R CHIT ECT

100% SUBMITTAL 12/11/2020

AC-501

FIRST FLOOR

REFLECTED CEILING PLAN

TRUE

NORTH

PROJECT

NORTH

AutoCAD SHX Text K3

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EXPOSED STRUCTURE

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EXPOSED STRUCTURE

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EXPOSED STRUCTURE

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EXPOSED STRUCTURE

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AutoCAD SHX Text P-3

AutoCAD SHX Text 1A300

AutoCAD SHX Text 1A301

AutoCAD SHX Text 1A401

AutoCAD SHX Text 1A402

AutoCAD SHX Text C1-1

AutoCAD SHX Text C1-1A

AutoCAD SHX Text C1-1B

AutoCAD SHX Text 1A403

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

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

AutoCAD SHX Text 1/4'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'' = 1'-0''

AutoCAD SHX Text 3'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 3/8'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

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

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text 6'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2"

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

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text A

AutoCAD SHX Text K

AutoCAD SHX Text A

AutoCAD SHX Text F

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TH

AutoCAD SHX Text S

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NEW

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

LEGEND:

AutoCAD SHX Text

LIGHT FIXTURES

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SPRINKLER HEADS

AutoCAD SHX Text

HVAC DIFFUSERS

AutoCAD SHX Text

SUSPENDED STC 50 GYP. BD. SYSTEM

AutoCAD SHX Text 2x4 SUSPENDED ACOUSTICAL TILE

AutoCAD SHX Text

AutoCAD SHX Text

AC501

AutoCAD SHX Text

FIRST FLOOR REFLECTED CEILING PLAN

AutoCAD SHX Text

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

EXIT SIGN

K-A

W0

W25

ELECTRICAL

STAIR

ELEVATOR

STORAGE

MULTI STATION

WORK ROOM

CONSULTATION

ROOM

EXAM

ROOM

EXAM

ROOM

GROUP

THERAPY

MULTI STATION

WORK ROOM

SUPERVISOR

OFFICE

MH

CHIEF

OFFICE

COUNSELOR

SUPERVISOR

OFFICE

OFFICE

COUNSELOR

CONSULTATION

OFFICE

CONSULTATION

OFFICE

STAFF

TOILET

SUPERVISOR

OFFICEMULTI STATION

WORK ROOM

CONSULTATION

OFFICE

OFFICE

COUNSELOR

CONSULTATION

OFFICE

PATIENT

TOILET

PATIENT

TOILET

JANITOR

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CONSULTATION

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CONSULATION

OFFICE

EXAM

OFFICE

COUNSELOR

EXAM

CONSULTATION

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CONSULTATION

OFFICE

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OFFICE

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OFFICE

CONSULTATION

OFFICE

EXAMEXAM

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OFFICE

CONSULTATION

OFFICE

TELEHEALTH

MEDICINEIT/DATA

WAITING AREA

CHECK

INCHECK

OUT

STORAGE

TELEHEALTH

MEDICINE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

100% SUBMITTALFACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.JB TAW

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

Dec. 11, 2020

MENTAL HEALTH BUILDING AND

PARKING LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31//202065% SUBMITTAL

10/26/202095% SUBMITTAL

JAMES S. BLAIR

No. AELA 7725

12/11/2020

REG IS T ER ED P R O F E S S IO NA L A RCHIT ECT

100% SUBMITTAL 12/11/2020

AC-502

SECOND FLOOR

REFLECTED CEILING PLAN

TRUE

NORTH

PROJECT

NORTH

AutoCAD SHX Text K3

AutoCAD SHX Text K5

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KZZ

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KJ

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EXPOSED STRUCTURE FOR STAIRWELL AND ELECTRICAL CEILINGS.

AutoCAD SHX Text 2A400

AutoCAD SHX Text

AutoCAD SHX Text P-3

AutoCAD SHX Text C2-2E

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AutoCAD SHX Text C2-2F

AutoCAD SHX Text C2-2G

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AutoCAD SHX Text C2-2

AutoCAD SHX Text C2-2A

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AutoCAD SHX Text 2A349

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

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AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

AutoCAD SHX Text 1/4'' = 1'-0''

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AutoCAD SHX Text 1'' = 1'-0''

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

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AutoCAD SHX Text 6'' = 1'-0''

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

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TH

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LEGEND:

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LIGHT FIXTURES

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SPRINKLER HEADS

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HVAC DIFFUSERS

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SUSPENDED STC 50 GYP. BD. SYSTEM

AutoCAD SHX Text 2x4 SUSPENDED ACOUSTICAL TILE

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AC502

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SECOND FLOOR REFLECTED CEILING PLAN

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

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EXIT SIGN

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EMERGENCY LIGHT FIXTURES

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INDOOR ROOF UNIT

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CEILING ACCESS PANEL

2X2 WOOD VENEER LAY-IN PANELS

2 to 5/8"

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

100% SUBMITTALFACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.JB TAW

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

Dec. 11, 2020

MENTAL HEALTH BUILDING AND

PARKING LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31//202065% SUBMITTAL

10/26/202095% SUBMITTAL

JAMES S. BLAIR

No. AELA 7725

12/11/2020

REGIS T ER ED P R O FE S S IO NA L A R CHIT ECT

100% SUBMITTAL 12/11/2020

AC-503

CEILING DETAILS

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AC503

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NTS

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SEISMIC LATERIAL FORCE BRACING (LFB)

AutoCAD SHX Text 45%%d

AutoCAD SHX Text 45%%d

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2" MAX.

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MAIN RUNNER

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CROSS RUNNER

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SPLAY #12 WIRE BRACING IN PLANE OF EACH RUNNER AT 45° ANGLE FROM VERTICAL

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VERTICAL HANGER WIRE

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COMPRESSION STRUT

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2" MAX.

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1 5/8" METAL STUD (25 GAUGE) 2 1/2" METAL STUD (25 GAUGE)

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UP TO 6'-2" UP TO 10'-6"

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COMPRESSION STRUT

AutoCAD SHX Text 78"

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8" MAX.

AutoCAD SHX Text 78"

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8" MAX.

AutoCAD SHX Text 12"

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NOTE: POP RIVETS ARE ACCEPTABLE IN LIEU OF CLIP

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HANGER WIRE PERIMETER WIRE

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AC503

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ATTACHED WALL

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AC503

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UNATTACHED WALL

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POP RIVET

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BERC2

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BERC2

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SYMBOL KEY

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PLUMB 1/6

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PLUMB 1/6

AutoCAD SHX Text INSTALLATION USING ARMSTRONG PROPRIETARY BERC2 SEISMIC CLIPS TYPICAL AT ALL WALLS/CEILING OR APPROVED EQUAL

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TO 5/8"

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- CODE ASCE 7-16. Sections 13.5.6, 13.5.6.2 and 13.5.6.2.2 - ASTM C635 Duty Rating Heavy Duty Load Rating as defined in ASTM C635 is required - Grid Connections 180lb minimum strength required for main runner splices and cross runner intersections - Vertical Suspension Wires No. 12 gage wire minimum 4 feet maximum on-center spacing Vertical hanger wires must be straight and shall not use bends or localized kniks for leveling the system Vertical hanger wires must be sharply bent and wrapped with three turns in 3 inches or less Wires more than 1/6 out of plumb must be counter-splayed by additional wires Connections to the supporting structure must not be capable of carrying 90lb. Power actuated fasteners are permitted for loads that do not exceed 90lb. Wires may not attached to or bend around interfacing equipment or ductwork. Use trapezes to avoid such obstacles. Spaced at least 6 inches from unbraced horizontal piping or Ductwork 250 lb. minimum connection strength Rigid bracing must be designed to limit deflection to less than ¼-inch. Sprinkler heads and other penetrations shall have a minimum of 1 inch clear space in all directions - Perimeter Attachment Grid must be connected to the perimeter on two adjacent Grid must be connected to the perimeter on two adjacent Sides and unattached on two adjacent sides A minimum clearance of to 5/8" inch must be maintained inch must be maintained on two unattached adjacent sides. Unattached perimeter runner ends must be tied together to prevent spreading. Perimeter runner must be supported by vertical hanger wires not more than 8 inch from the wall Perimeter closure (molding) width " with Armstrong Clips. 78" with Armstrong Clips. Lighting Fixtures Lighting fixtures must be positively attached to the grid by at Lighting fixtures must be positively attached to the grid by at least two connections each capable of supporting the wright of the lighting fixture (National Electrical Code) When cross runners with a load carrying capacity of less than 16lbs./foot are used, supplementary hanger wires are required. Rigid conduit is not permitted for the attachment of fixtures Required support by fixture weight: 10 lb. minimum one No. 12 gage hanger wire connected to the housing on the opposite diagonal corners and connected to the structure above. These wires may be slack 56lb. and > 10lb. minimum two No. 12 gage hanger wire 56lb. and > 10lb. minimum two No. 12 gage hanger wire connected to the housing on opposite diagonal corners and connected to the structure above. These wires may be slack > 56lb. independently supported from the structure by approved hanagers Flexibly Mounted Mechanical Services 20lb. positively attached to main runners or cross runners With the same load carrying capacity as the main runner 56lb. and > 20lb minimum two No. 12 gage hanger wires > 56lb. directly supported from the structure

AutoCAD SHX Text Light Fixtures Light fixtures must be positively attached to the grid by at Light fixtures must be positively attached to the grid by at least two connections each capable of supporting the weight of the lighting fixture. Light fixtures will have two separate 12 Ga. wire seismic supports. See Detail 4/A1.0 Ceiling Grid Mounted Mechanical Services 20lb. positively attached to main runners or cross runners 20lb. positively attached to main runners or cross runners With the same load carrying capacity as the main runner 56lb. and > 20lb minimum two No. 12 gage hanger wires > 56lb. directly supported from the structure - Ceiling Tile 2x4 ARMSTRONG 513A SECOND LOOK II, 24" X 48"X " NOMINAL 34" NOMINAL 15/16" GRID COLOR - WHITE THIS IS THE BUILDING STANDARD FOR AVAHS - MULDOON CLINIC AND REGIONAL OFFICE.

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AC503

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AC503

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ATTACHED WALL

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UNATTACHED WALL

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AC503

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AutoCAD SHX Text INSTALLATION METHOD FOR IBC SEISMIC DESIGN CATEGORY D USING ARMSTRONG BERC2 SEISMIC CLIPS FOR HANGER SUPPORTS AND LATERAL FORCE BRACING (ESR - 1308)

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UNATTACHED WALL

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GRAVITY PLACED ACOUSTICAL CAP

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PENDANT SPRINKLER WITH OVERSIZE EXTENSION RING

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SUSPENDED ACOUSTICAL GYP. BD. CEILING

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1. PROVIDE ACOUSTICAL SHIELD FOR PENETRATIONS OF THE CEILING. PROVIDE ACOUSTICAL SHIELD FOR PENETRATIONS OF THE CEILING. 2. X = DIAMETER OR PENETRATION OF THE CEILING. HEIGHT OF X = DIAMETER OR PENETRATION OF THE CEILING. HEIGHT OF SHIELD SHALL BE MINIMUM OF 2X. 3. PROVIDE 1" ANNULAR SPACE BETWEEN PIPING AND INTERSTITIAL PROVIDE 1" ANNULAR SPACE BETWEEN PIPING AND INTERSTITIAL FLOOR BEING PENETRATED. PROVIDE FIRESTOPPING TO MAINTAIN FIRE RATING OF FLOOR 4. PROVIDE 1" ANNULAR SPACE BETWEEN ESCUTCHEON AND CEILINGS PROVIDE 1" ANNULAR SPACE BETWEEN ESCUTCHEON AND CEILINGS COVER OPENING WITH EXTENSION PLATE.

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2" OVERSIZED SPRINKLER HEAD TRIM RINGS FOR CEILINGS WITHOUT RIGID BRACING

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SPRINKLER HEAD AND ESCUTCHEON

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WALL BASE AS SCHEDULED

AutoCAD SHX Text ATTACH WIRES WITH TIGHT HAND WRAPPED LOOPS TO SELF DRILLING EYE LAG SCREWS (JIFFY SCREWS) FASTENED TO STUD TRACK. PROVIDE 3 1/2"x 4"x 16 GA. BACKING PLATE AT UNDERSIDE OF STUD TRACK.

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TWO 12 GAUGE WIRES AT 6'-0" O.C. (METAL STUDS MAY BE SUBSTITUTED)

AutoCAD SHX Text ATTACH WIRES WITH TIGHT HAND WRAPPED LOOPS TO POWDER DRIVEN OR EXPANSION TYPE ANCHORS SECURED TO ROOF FRAMING.

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PROVIDE BRACING ON WALLS OVER 10 FT. LONG WITHOUT INTERSECTING WALLS.

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WALL TYPE AS SCHEDULED

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FLOOR FINISH AS SCHEDULED

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SUSPENDED ACT CEILING

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VARIES

AutoCAD SHX Text 45°

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STRUCTURE

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ABOVE

AutoCAD SHX Text ATTACH WIRES WITH TIGHT HAND WRAPPED LOOPS TO 1/4" EYE BOLT. PROVIDE3 1/2"x4"x16 GA. BACKING PLATE AT UNDERSIDE OF STUD TRACK.

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SEE WALL TYPES

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SUSPENDED ACT CEILING

AutoCAD SHX Text #12 WIRE @ 12'-0" O.C. & 6'-0" FROM OUTSIDE WALL AT WALL OVER 10 FT LONG WITHOUT INTERSECTING WALLS.

AutoCAD SHX Text ATTACH WIRES WITH TIGHT HAND WRAPPED LOOPS TO POWDER DRIVEN OR EXPANSION TYPE ANCHORS SECURED TO CONCRETE.

AutoCAD SHX Text 45%%d

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STRUCTURE ABOVE

AutoCAD SHX Text PROVIDE LATERAL BRACING FOR STIFFNESS AS REQUIRED FOR PARTITIONS EXCEEDING 18 FEET IN HEIGHT. CONTRACTORS OPTION TO USE METAL STUDS

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AE503

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WALL @ CEILING

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AE503

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WALL @ CEILING

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AutoCAD SHX Text ATTACH BRACE TO DECK WITH ANGLE CLIP. 2 - #12 SCREWS THRU STUD AND #12 SCREWS INTO METAL DECK

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# 12 SCREWS AT 24" O.C. TYP.

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2 1/2" OR 3-5/8" METAL STUD BRACE (SEE NOTES) AT 24" O.C.

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2 - #12 SCREWS, TYP.

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NOTES:

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1. 2.

AutoCAD SHX Text WHERE "L" EXCEEDS 6'-0" USE 3-5/8" MIN. METAL STUDS WHERE "L" IS LESS THAN 6'-0" USE 2 1/2" MIN. METAL STUDS

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STRUCTURE ABOVE

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AE503

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TYPICAL HEADER FRAMING

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SUSPENSION SYSTEM ARMSTRONG SEISMIC RX SUSPENSION SYSTEM ICC-ESR-1308

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AutoCAD SHX Text CENTERED IN CORRIDORS. CENTERED BETWEEN SCORING IN CEILING TILE. CENTERED ON CEILING TILE.

AutoCAD SHX Text SPRINKLER HEADS, SMOKE AND HEAT DETECTORS, MECHANICAL DIFFUSERS SHALL BE INSTALLED IN ORDER BY PRIORITY IN ACCORDANCE WITH THE FOLLOWING:

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1. 2. 3.

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AE503

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CEILING TILE INSTALLATION

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

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AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

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AutoCAD SHX Text 1'' = 1'-0''

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

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AutoCAD SHX Text 6'' = 1'-0''

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TH

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AC503

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SPRINKLER HEAD DETAIL

N.T.S.

Project Title

Location

Issue Date Checked Drawn

Drawing Title

100% SUBMITTALFACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.JB TAW

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

Dec. 11, 2020

MENTAL HEALTH BUILDING AND

PARKING LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31//202065% SUBMITTAL

10/26/202095% SUBMITTAL

JAMES S. BLAIR

No. AELA 7725

12/11/2020

REG IS T ER ED P R O F E S S IO NA L A R CHIT ECT

100% SUBMITTAL 12/11/2020

AC-504

SEISMIC BRACING

CEILING DETAILS

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AC504

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GRID SYSTEM DETAILS

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AC504

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DRYWALL CEILING ISOMETRIC

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AC504

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HANGAR WIRE DETAIL

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AC504

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AIR DIFFUSER ISOMETRIC DETAIL

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AC504

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HANGAR WIRE PLACEMENT DETAIL

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AC504

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DGS SEISMIC INSTALLATION COMPONENTS/CONDTITIONS

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AutoCAD SHX Text 7D

AutoCAD SHX Text A117

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HANGING AND FRAMING ISOMETRIC DETAIL

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NOTES:

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1. MAIN BEAMS TO RUN PERPENDICULAR TO COORIDOR. MAIN BEAMS TO RUN PERPENDICULAR TO COORIDOR. 2. MAIN BEAMS TO BE 6'-0" O.C. MAIN BEAMS TO BE 6'-0" O.C. 3. HANGER WIRE 4'-0" O.C. HANGER WIRE 4'-0" O.C. 4. DRYWALL CROSS TEES TO BE 24" O.C. DRYWALL CROSS TEES TO BE 24" O.C. 5. GYPSUM BOARD TO BE ATTACHED TO CROSS TEES. GYPSUM BOARD TO BE ATTACHED TO CROSS TEES. 6. BRIDGING ON CROSS TEES REQUIRES EXTRA WIRE BRIDGING ON CROSS TEES REQUIRES EXTRA WIRE FOR WEIGHT OF LIGHT FIXTURES, DIFFUSERS, AND OTHER MECHANICAL. 7. HANGER WIRES MAY REQUIRE SPLAYED HANGER WIRES MAY REQUIRE SPLAYED CONFIGURATION NOT TO ACCEED 45°. SEE 6E/A117

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

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AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

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TH

AE-803 Door Schedule
Sheets and Views
AE803
A
AE-810 Door Details
Sheets and Views
AE-810
AE-811 INT WDW Details
Sheets and Views
AE-811
AE-901 FIRE RATED PENETRATIONS
Sheets and Views
AE-901
AC-501 FIRST FLOOR RCP
Sheets and Views
AC-501
AC-502 SECOND FLOOR RCP
Sheets and Views
AC-502
AC-503 Ceiling Details
Sheets and Views
AC-503
AC-504 SEISMIC CEILING DETAILS
Sheets and Views
AC-504
AF-101 Material and Color Schedule
Sheets and Views
AF-101
AF-201 Room Finish Schedule
Sheets and Views
AF201
AF-202 Room Finish Schedule
Sheets and Views
AF202
AF-203 FIRST FLOOR FINISH PLAN
Sheets and Views
AF-203

File details come from the government source that posted it. Updated .