Attachment 9 - Architectural Drawings 2-5.pdf

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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 document package includes architectural drawings and specifications for the construction of a new mental health building and parking lot. The project involves building a two-story mental health facility with surface parking. Key elements include structural steel framing, composite metal wall panels, phenolic wall panels, impact-resistant windows, and a hydraulic elevator. Interior finishes comprise gypsum board partitions, acoustic ceilings, ceramic tile, and carpet. The project is located at the Alaska VA Healthcare System Muldoon Clinic in Anchorage.

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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 10 - Architectural Drawings 3-5.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 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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K-A

W0

W25

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 R CHIT ECT

100% SUBMITTAL 12/11/2020

AE-605

WALL SECTIONS

3/8" = 1'-0"

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LEVEL 1 0'-0"

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TOP OF PARAPET 31'-8"

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TOP OF BEAM

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LEVEL 2 14'-6"

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TOP OF BEAM

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CEILING

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AE702

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TYP

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WALL CONSTRUCTION

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BASE OF CANOPY 9'-0"

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4" MET. STUDS @ 16"O.C.

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CEILING

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SEE STRUCTURAL SHEETS FOR DETAILS

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TAPERED RIGID INSULATION BOARDS FOR " SLOPE12" SLOPE

AutoCAD SHX Text 800S162-54 METAL STUDS AT 16"O.C. FULL THICKNESS BATT INSULATION 58" GYP. SHEATHING VAP0R RETARDER (VR-1) 3" RIGID INSULATION 58" FIRE RETARDANT EXTERIOR PLYWOOD 3" RIGID INSULATION 58" FIRE RETARDANT EXTERIOR PLYWOOD WEATHER BARRIER MEMBRANE FIRE RETARDANT RAIN SCREEN PHENOLIC WALL PANEL SYSTEM SEE SPECIFICATIONS SECTION 07 42 33

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WALL CONSTRUCTION

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2" RIGID INSULATION (R-10 INSULATION) TO TOP OF FOUNDATION

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CONCRETE FOOTING & 8" CONCRETE FOUNDATION WALL - SEE STRUCT.

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TOP

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LEVEL 2 14'-6"

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SECURITY BARRIER PANELS

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CEILNG HEIGHT

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TH

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AE605

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WALL SECTION

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AE605

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KEY PLAN

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AE610

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1ST LEVEL

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2ND LEVEL

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AE605

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AE702

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

AE-610

WALL SECTIONS & DETAILS

AS NOTED

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STRINGER

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COLUMN

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LEVEL 1 0'-0"

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TOP OF MID LEVEL FLOOR

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EXTERIOR SEISMIC JOINT COVER

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SECURITY BARRIER PANELS

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FOR WALL COMPONETS, SEE SECTIONS ON 3/AE-602

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#4 X 3'-0' @ 16"O.C. W/ 4" EMBED IN HILTI HIT-HY 200 EPOXY

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LVT OR CARPET

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NEW WALL PANEL THAT REPLACES EXISTING CURTAIN WALL

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EXISTING PORCELAIN TILE FLOOR

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EXISTING FOUNDATION WALL

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WRAP DOWL END IN NEW SLAB WITH 8 MIL POLYETHYLENE.

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GRID

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NEW 3 5/8" STUD WALL W/5/8" GYP. BRD. (1) SIDE AND 4" BATT INSUL.

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EXTERIOR SEISMIC JOINT

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EXISTING WALL SYSTEM

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BOTTOM OF SOFFIT 9'-0" A.F.F.

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TOP OF PARAPET

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SLOPE TO DRAIN

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WOLAMIZED TREATED WOOD 2X NAILER

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LEVEL 2 14'-6"

AutoCAD SHX Text SINGLE PLY ROOFING MEMBRANE RECOVERY BOARD TAPERED RIGID INSULATION VAPOR RETARDER GLASS MAT GYPSUM SUBSTRATE PAINTED DECKING

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COMPOSITE METAL PANEL TO MATCH EXISTING

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9'-0" CLG. HT.

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58" GYP. BRD. ON 6" MET. STUDS (20 GA.) @ 16" O.C.

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(2) 8" 20 GA. CSJ HEADER STUDS

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6" MET. STUDS (20 GA.) @ 16" O.C. W/6" BATT INSULATION

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BEAM FLANGE FILLED WITH RIGID INSULATION.

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SEE STRUCT. FOR BEAM SIZES

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SEE STRUCT. FOR BEAM SIZES

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58" GYP. SHEATHING ON 4" (20 GA.) METAL STUDS @ 16"O.C.

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6" BATT INSUL.

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FOR WALL COMPONETS, SEE SECTIONS ON 3/AE-602

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CAULK

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NEW CURTAIN WALL JAMB TO REPLACE EXISTING VERT. MULLION

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NEW CURTAIN WALL JAMB TO REPLACE EXISTING VERT. MULLION

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AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text

TH

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SECTION @ ADDITION JOINT

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

AutoCAD SHX Text

AutoCAD SHX Text

AE610

AutoCAD SHX Text

SECTION AT MID-STAIR LANDING

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

AutoCAD SHX Text

AutoCAD SHX Text

AE610

AutoCAD SHX Text

PLAN AT BLDG. CORNER - 2ND FLOOR

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

AutoCAD SHX Text

AutoCAD SHX Text

AE610

AutoCAD SHX Text

PLAN AT BLDG. CORNER - 1ST FLOOR

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

AutoCAD SHX Text

AutoCAD SHX Text

AE610

AutoCAD SHX Text

PLAN AT CURTAIN WALL / EXISTING WALL

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

AutoCAD SHX Text

AutoCAD SHX Text

AE610

AutoCAD SHX Text

SECTION AT CANOPY

1 1/2" = 1'-0"

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 PR O F E S S IO NA L A R CHIT ECT

100% SUBMITTAL 12/11/2020

AE-611

WALL SECTIONS AND

DETAILS AS NOTED

AutoCAD SHX Text

EXTERIOR SEISMIC JOINT

AutoCAD SHX Text 800S162-54 METAL STUDS AT 16"O.C. FULL THICKNESS BATT INSULATION 58" GYP. SHEATHING VAP0R RETARDER (VR-1) 3" RIGID INSULATION 58" FIRE RETARDANT EXTERIOR PLYWOOD 3" RIGID INSULATION 58" FIRE RETARDANT EXTERIOR PLYWOOD WEATHER BARRIER MEMBRANE FIRE RETARDANT RAIN SCREEN PHENOLIC WALL PANEL SYSTEM SEE SPECIFICATIONS SECTION 07 42 33

AutoCAD SHX Text 800S162-54 METAL STUDS AT 16"O.C. FULL THICKNESS BATT INSULATION 58" GYP. SHEATHING VAP0R RETARDER (VR-1) 3" RIGID INSULATION 58" FIRE RETARDANT EXTERIOR PLYWOOD 3" RIGID INSULATION 58" FIRE RETARDANT EXTERIOR PLYWOOD WEATHER BARRIER MEMBRANE FIRE RETARDANT RAIN SCREEN PHENOLIC WALL PANEL SYSTEM SEE SPECIFICATIONS SECTION 07 42 33

AutoCAD SHX Text 800S162-54 METAL STUDS AT 16"O.C. FULL THICKNESS BATT INSULATION 58" GYP. SHEATHING VAP0R RETARDER (VR-1) 3" RIGID INSULATION 58" FIRE RETARDANT EXTERIOR PLYWOOD 3" RIGID INSULATION 58" FIRE RETARDANT EXTERIOR PLYWOOD WEATHER BARRIER MEMBRANE FIRE RETARDANT RAIN SCREEN PHENOLIC WALL PANEL SYSTEM SEE SPECIFICATIONS SECTION 07 42 33

AutoCAD SHX Text 800S162-54 METAL STUDS AT 16"O.C. FULL THICKNESS BATT INSULATION 58" GYP. SHEATHING VAP0R RETARDER (VR-1) 3" RIGID INSULATION 58" FIRE RETARDANT EXTERIOR PLYWOOD 3" RIGID INSULATION 58" FIRE RETARDANT EXTERIOR PLYWOOD WEATHER BARRIER MEMBRANE FIRE RETARDANT RAIN SCREEN PHENOLIC WALL PANEL SYSTEM SEE SPECIFICATIONS SECTION 07 42 33

AutoCAD SHX Text

SEE 3/AE-602 FOR WALL ASSEMBLY

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

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text

TH

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text

AE611

AutoCAD SHX Text

PLAN AT EXTERIOR DOOR JAMB

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

AutoCAD SHX Text

DOOR C1-1B

AutoCAD SHX Text

AutoCAD SHX Text

AE611

AutoCAD SHX Text

PLAN AT EXTERIOR DOOR JAMB

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

AutoCAD SHX Text

DOOR C1-1B

AutoCAD SHX Text

AutoCAD SHX Text

AE611

AutoCAD SHX Text

PLAN

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

AutoCAD SHX Text

AutoCAD SHX Text

AE611

AutoCAD SHX Text

PLAN

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

AutoCAD SHX Text

AutoCAD SHX Text

AE611

AutoCAD SHX Text

EXTERIOR DOOR HEAD - DRS. 1A301 & 1A402B

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

AE611

AutoCAD SHX Text

EXTERIOR DOOR SILL - DRS. 1A301 & 1A402B

3" = 1'-0"

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 IST ER ED PR O FE S S I O NA L A RCHITECT

100% SUBMITTAL 12/11/2020

AE-612

WALL SECTIONS & DETAILS

AS NOTED

AutoCAD SHX Text

RUBBER BASE

AutoCAD SHX Text

5/8" DECOUSTICS - SOLO 8 PLANKS ON 3 5/8"MET. STUDS @ 16"O.C.

AutoCAD SHX Text 3-FORM, CHROMA " GLASS 34" GLASS PRIVACY PARTITION W/ BIRCH CUSTOM FADE INTERLAYER

AutoCAD SHX Text 3-FORM, CHROMA " GLASS 34" GLASS PRIVACY PARTITION W/ BIRCH CUSTOM FADE INTERLAYER

AutoCAD SHX Text

RUBBER BASE

AutoCAD SHX Text

5/8" DECOUSTICS - SOLO 8 PLANKS ON 3 5/8"MET. STUDS @ 16"O.C.

AutoCAD SHX Text

SOLID SURFACE - EASE ALL EXPOSED EDGES - TYPICAL

AutoCAD SHX Text

CONSULTANT SIDE

AutoCAD SHX Text

RUBBER BASE

AutoCAD SHX Text

2X2 FURRING WALL AT 12"O.C.

AutoCAD SHX Text

DECOUSTICS SOLO 8 PLANKS

AutoCAD SHX Text

PLYWOOD -(2) 3/4" LAYERS

AutoCAD SHX Text

FIN. FLR.

AutoCAD SHX Text

58" GYP. BRD.

AutoCAD SHX Text

WOOD CAP

AutoCAD SHX Text

5/8" DECOUSTICS - SOLO 8 PLANKS ON 3 5/8"MET. STUDS @ 16"O.C.

AutoCAD SHX Text 3-FORM, CHROMA " GLASS 34" GLASS PRIVACY PARTITION W/ BIRCH CUSTOM FADE INTERLAYER

AutoCAD SHX Text

SOLID SURFACE - EASE ALL EXPOSED EDGES

AutoCAD SHX Text

PLYWOOD

AutoCAD SHX Text

58" GYPSUM BOARD

AutoCAD SHX Text

BLOCKING AS REQUIRED

AutoCAD SHX Text

NOTE: SEE PLAN FOR WALL TYPES - TYPICAL

AutoCAD SHX Text

HEIGHT - SEE INTERIOR ELEVATION 6/AI-120

AutoCAD SHX Text

(2) 6" HEADER STUDS

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text

SEE 6/AI-120 FOR WINDOW ELEVATION

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

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text

TH

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text

AE612

AutoCAD SHX Text

PLAN AT CURTAIN WALL / EXISTING WALL

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

AE-612

AutoCAD SHX Text

SIDE ELEVATION AT PRIVACY SCREEN

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

AutoCAD SHX Text

AutoCAD SHX Text

AE-612

AutoCAD SHX Text

SECTION AT PRIVACY SCREEN

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

AutoCAD SHX Text

AutoCAD SHX Text

AE-612

AutoCAD SHX Text

DETAIL

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

AutoCAD SHX Text

AutoCAD SHX Text

AE-612

AutoCAD SHX Text

AutoCAD SHX Text

AE-612

AutoCAD SHX Text

AutoCAD SHX Text

AE612

AutoCAD SHX Text

DETAIL AT CHECK OUT COUNTER

3" = 1'-0"

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

AE-620

INTERIOR WALL

ASSEMBLIES NO SCALE

AutoCAD SHX Text

CEILING AS SCHEDULED

AutoCAD SHX Text

GYPSUM BOARD METAL STUD GYPSUM BOARD

AutoCAD SHX Text

CEILING

AutoCAD SHX Text

HEAD

AutoCAD SHX Text

PLAN/JAMB

AutoCAD SHX Text

BASE

AutoCAD SHX Text

SEALANT, BOTH SIDES

AutoCAD SHX Text

AutoCAD SHX Text

AE620

AutoCAD SHX Text

PARTITION TYPE A

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

ACOUSTIC SEALANT, BOTH SIDES FIRESTOPPING AT RATED LOCATIONS

AutoCAD SHX Text 58" SOUNDBREAK XP WALL BOARD 3 " 20 GA. MET. STUDS @ 16"O.C. 58" 20 GA. MET. STUDS @ 16"O.C. 5/8" SOUNDBREAK XP WALL BOARD

AutoCAD SHX Text

ACOUSTICAL SEALANT BOTH SIDES

AutoCAD SHX Text

CEILING AS SCHEDULED

AutoCAD SHX Text

CEILING

AutoCAD SHX Text

HEAD

AutoCAD SHX Text

PLAN/JAMB

AutoCAD SHX Text

BASE

AutoCAD SHX Text

ACOUSTIC SEALANT, BOTH SIDES

AutoCAD SHX Text

UL DESIGN V438, U465 - 1 HOUR

AutoCAD SHX Text

AutoCAD SHX Text

AE620

AutoCAD SHX Text

PARTITION TYPE B

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

STC-50

AutoCAD SHX Text

31/2" GLASS FIBER INSUL.

AutoCAD SHX Text

COMPRESSIBLE GASKET

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

BASE

AutoCAD SHX Text

ACOUSTICAL SEALANT BOTH SIDES

AutoCAD SHX Text

WHERE SHOWN AS FIRE RATED CONSTRUCT PER UL DESIGN NO. U419

AutoCAD SHX Text

AutoCAD SHX Text

AE620

AutoCAD SHX Text

PARTITION TYPE C

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

CEILING

AutoCAD SHX Text 58" SOUNDBREAK XP WALL BOARD 3 " 20 GA. MET. STUDS @ 16"O.C. 58" 20 GA. MET. STUDS @ 16"O.C. 5/8" SOUNDBREAK XP WALL BOARD

AutoCAD SHX Text 58" SOUNDBREAK XP WALL BOARD 3 " 20 GA. MET. STUDS @ 16"O.C. 58" 20 GA. MET. STUDS @ 16"O.C. SPACE REFERENCE. SEE NOTE 3 " 20 GA. MET. STUDS @ 16"O.C. 58" 20 GA. MET. STUDS @ 16"O.C. 5/8" SOUNDBREAK XP WALL BOARD

AutoCAD SHX Text

AutoCAD SHX Text

AE620

AutoCAD SHX Text

PARTITION TYPE D

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

1-HR RATED

AutoCAD SHX Text

J-TRACK

AutoCAD SHX Text

1" CORE BOARD SHAFT LINER

AutoCAD SHX Text

J-TRACK

AutoCAD SHX Text

1" CORE BOARD

AutoCAD SHX Text

58" GYPSUM BOARD

AutoCAD SHX Text

I-STUD, @ 24"O.C.

AutoCAD SHX Text

58" GYPSUM BOARD

AutoCAD SHX Text

FIRE/ACOUSTICAL SEALANT, BOTH SIDES

AutoCAD SHX Text

CEILING

AutoCAD SHX Text

FIRE/ACOUSTICAL SEALANT, BOTH SIDES

AutoCAD SHX Text

PLAN -

AutoCAD SHX Text

JAMB

AutoCAD SHX Text

J-TRACK

AutoCAD SHX Text

1" CORE BOARD

AutoCAD SHX Text

POWDER-ACTUATED FASTENER, 24" O.C. AS REQ'D

AutoCAD SHX Text

58" GYPSUM BOARD

AutoCAD SHX Text

FIRE/ACOUSTICAL SEALANT, BOTH SIDES

AutoCAD SHX Text

BASE

AutoCAD SHX Text

FIRE TEST

AutoCAD SHX Text

UL DESIGN U417

AutoCAD SHX Text

SYSTEMS A & C

AutoCAD SHX Text

WHI 651-0306.4 1989

AutoCAD SHX Text

FIRE RATING:

AutoCAD SHX Text

STC:

AutoCAD SHX Text

SOUND TEST:

AutoCAD SHX Text

SYSTEM THICKNESS:

AutoCAD SHX Text 1 Hour

AutoCAD SHX Text

AutoCAD SHX Text

USG-180617

AutoCAD SHX Text 4 7/8"

AutoCAD SHX Text

UL DESIGN NO. U419

AutoCAD SHX Text

CEILING

AutoCAD SHX Text

BASE

AutoCAD SHX Text

FIRE SEALANT, BOTH SIDES

AutoCAD SHX Text

FIRE SEALANT, BOTH SIDES

AutoCAD SHX Text

BOTTOM OF DECK

AutoCAD SHX Text

-ONE LAYER 5/8" THICK GYPSUM BOARD (UL TYPE ULIX ))

AutoCAD SHX Text

-3-5/8" STEEL STUDS, 20 GA., SPACED 16" O.C.

AutoCAD SHX Text

-3-1/2" THICK GLASS FIBER BATT INSULATION

AutoCAD SHX Text

-ONE LAYER 5/8" THICK GYPSUM BOARD (UL TYPE ULIX ))

AutoCAD SHX Text

AutoCAD SHX Text

AE620

AutoCAD SHX Text

PARTITION TYPE E

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

1 HR. RATED

AutoCAD SHX Text

CEILING AS SCHEDULED

AutoCAD SHX Text

58" GYPSUM BOARD, ONE SIDE 3 " METAL STUDS58" METAL STUDS

AutoCAD SHX Text

CEILING

AutoCAD SHX Text

BASE

AutoCAD SHX Text

AutoCAD SHX Text

AE620

AutoCAD SHX Text

PARTITION TYPE F

AutoCAD SHX Text N.T.S.

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

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text

TH

AutoCAD SHX Text S

SEE STRUCTURE DRAWINGS WHERE STRUCTURAL STEEL EXISTS IN CAVITY, MAINTAIN MIN. 1/2" CLEAR BETWEEN STUD AND STRUCTURAL COMPONENT.

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

AE-630

COLUMN WRAP DETAILS

AS NOTED

AutoCAD SHX Text

GRID

AutoCAD SHX Text

GRID

AutoCAD SHX Text

2 1/2" STUD WALLS

AutoCAD SHX Text

SEE PLAN FOR WALL TYPE

AutoCAD SHX Text

COLUMN, SEE STRUCT.

AutoCAD SHX Text

SEE AE-702 FOR WINDOW DETAILS

AutoCAD SHX Text

SEE 2/AE-603 FOR WALL DETAILS

AutoCAD SHX Text

GRID

AutoCAD SHX Text

GRID

AutoCAD SHX Text

2 1/2" STUD WALLS

AutoCAD SHX Text

SEE PLAN FOR WALL TYPE

AutoCAD SHX Text

COLUMN, SEE STRUCT.

AutoCAD SHX Text

SEE 2/AE-603 FOR WALL DETAILS

AutoCAD SHX Text

GRID

AutoCAD SHX Text

GRID

AutoCAD SHX Text

COLUMN, SEE STRUCT.

AutoCAD SHX Text

SEE PLAN FOR WALL TYPE

AutoCAD SHX Text

2 1/2" STUD WALLS

AutoCAD SHX Text K1

AutoCAD SHX Text

GRID

AutoCAD SHX Text K3

AutoCAD SHX Text

GRID

AutoCAD SHX Text

EXISTING COLUMN

AutoCAD SHX Text

2 1/2" STUD WALLS

AutoCAD SHX Text

SEE PLAN FOR WALL TYPE

AutoCAD SHX Text

NEW COLUMN, SEE STRUCT.

AutoCAD SHX Text K5

AutoCAD SHX Text

GRID

AutoCAD SHX Text

KG

AutoCAD SHX Text

GRID

AutoCAD SHX Text

2 1/2" STUD WALLS

AutoCAD SHX Text

NEW COLUMN, SEE STRUCT.

AutoCAD SHX Text

SEE PLAN FOR WALL TYPE

AutoCAD SHX Text K3

AutoCAD SHX Text

GRID

AutoCAD SHX Text

KF

AutoCAD SHX Text

GRID

AutoCAD SHX Text

NEW COLUMN, SEE STRUCT.

AutoCAD SHX Text

2 1/2" STUD WALLS @ 16"O.C.

AutoCAD SHX Text

SEE PLAN FOR WALL TYPE

AutoCAD SHX Text 2A352

AutoCAD SHX Text

KF

AutoCAD SHX Text

GRID

AutoCAD SHX Text

KB

AutoCAD SHX Text

GRID

AutoCAD SHX Text K0

AutoCAD SHX Text

GRID

AutoCAD SHX Text

SEE PLAN FOR WALL TYPE

AutoCAD SHX Text

SEE PLAN FOR WALL TYPE

AutoCAD SHX Text

NEW COLUMN, SEE STRUCT.

AutoCAD SHX Text

2 1/2" STUD WALLS

AutoCAD SHX Text

6" STUD WALLS @ 16"O.C.

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

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text

TH

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text

AE630

AutoCAD SHX Text

COL. WRAP AT K-7/K-E

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

AutoCAD SHX Text

AutoCAD SHX Text

AE630

AutoCAD SHX Text

COL. WRAP AT K-4/K-D

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

AutoCAD SHX Text

AutoCAD SHX Text

AE630

AutoCAD SHX Text

COL. WRAP AT K-2/K-C

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

AutoCAD SHX Text

AutoCAD SHX Text

AE630

AutoCAD SHX Text

COL. WRAP AT K-3/K-1

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

AutoCAD SHX Text

AutoCAD SHX Text

AE630

AutoCAD SHX Text

COL. WRAP AT K-5/K-G

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

AutoCAD SHX Text

AutoCAD SHX Text

AE630

AutoCAD SHX Text

COL. WRAP AT K-3/K-F

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

AutoCAD SHX Text

AutoCAD SHX Text

AE630

AutoCAD SHX Text

COL. WRAP AT K-0/K-B

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

AE-631

COLUMN WRAP DETAILS

AS NOTED

AutoCAD SHX Text

KJ

AutoCAD SHX Text

GRID

AutoCAD SHX Text K7

AutoCAD SHX Text

GRID

AutoCAD SHX Text

2 1/2" STUD WALLS

AutoCAD SHX Text

NEW COLUMN, SEE STRUCT.

AutoCAD SHX Text

SEE PLAN FOR WALL TYPE

AutoCAD SHX Text

KJ

AutoCAD SHX Text

GRID

AutoCAD SHX Text 58" TYPE 'X' GYP. BRD. 6" X 16 GA. MET. STUDS VERT. 6" BATT INSULATION 58" GYP. SHEATHING

AutoCAD SHX Text

2 1/2" STUD WALLS

AutoCAD SHX Text

NEW COLUMN, SEE STRUCT.

AutoCAD SHX Text K3

AutoCAD SHX Text

GRID

AutoCAD SHX Text E

AutoCAD SHX Text

SEE PLAN FOR WALL TYPE

AutoCAD SHX Text K1

AutoCAD SHX Text

GRID

AutoCAD SHX Text

EXISTING COLUMN

AutoCAD SHX Text

SEE PLAN FOR WALL TYPE

AutoCAD SHX Text

AutoCAD SHX Text

AE603

AutoCAD SHX Text W0

AutoCAD SHX Text

GRID

AutoCAD SHX Text

58" GYP. BRD. 6" X 16 GA. MET. STUDS VERT. 6" BATT INSULATION 58" GYP. SHEATHING

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

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text

TH

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text

AE631

AutoCAD SHX Text

DETAIL PLAN AT KJ / K3

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

AutoCAD SHX Text

AutoCAD SHX Text

AE631

AutoCAD SHX Text

DETAIL PLAN AT KJ / K7

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

AutoCAD SHX Text

AutoCAD SHX Text

AE631

AutoCAD SHX Text

DETAIL - 2ND FLOOR

ASME A17.1 RULE 2.1.4

MOUNT RAIL BRACKETS

AT 0'-9" BELOW EACH

FINISHED FLOOR LEVEL

0' -9

14'-5"

9' -3

/2

7' -1

1"7' -4

7' -0

7'

-0

8' -3

8'

-3

4'

- 0

W

IT

H T

O P

O

VE

R

TR

AV

EL

O F

6"

AB

O

VE

F

PM

'-5

" M

IN

IM

U

M C

LE

AR

R

EQ

U

IR

ED

W

IT

H T

O P

O

VE

R

TR

AV

EL

O F

3"

AT

F

PM

O R

L

ES

S

'-2 " M

IN

IM

U M

C

LE

AR

R

EQ

U

IR

ED

THE FOLLOWING CONDITIONS MUST BE MET BEFORE INSTALLATION

IS COMPLETED, AND ARE NOT INCLUDED IN THE ELEVATOR CONTRACT:

OVERCURRENT PROTECTIVE DEVICE) TO COMPLY WITH ALL LOCAL ELECTRICAL CODES (SEE

REACTIONS SHOWN ).

ENTRANCES, SILLS, HALL FIXTURES, OIL AND ELECTRIC LINES.

- CAR LIGHT AND ALARM CIRCUIT WITH GFCI PROTECTION PER NEC

- GROUP CONTROL WHEN REQUIRED

TERMINALS OF EACH REQUIRED CONTROLLER (AS LOCATED ON PLAN VIEW) FOR THE FOLLOWING:

PER CAR (ACCORDING TO CODE). NOTE: MUST BE CLEAR OF ALL ELEVATOR EQUIPMENT.

NOTE: IF STANDBY POWER IS SUPPLIED TO ELEVATOR, CAR LIGHT AND ALARM CIRCUIT AND

GROUP CONTROL SERVICE MUST BE STANDBY POWER BACKED.

OPERATION:

DOOR TYPE:

PLATFORM THK:

BOTTOM CAR RUNBY:

BETWEEN PIT FLR. & CAR BOLSTER ON COMPRESSED BUFFER:

2. ADEQUATE SUPPORT FOR JACK, GUIDE RAIL BRACKETS, AND BUFFERS (FOR

3. HOISTWAY BARRICADES AND ALL CUTTING AND PATCHING TO INSTALL HOISTWAY

4. PIT LIGHTS AND SWITCH, CONVENIENCE OUTLETS WITH GFCI PROTECTION PER NEC, PIT LADDER

5. DEDICATED 120 VOLT, 15 AMP. SERVICE, ALONG WITH TELEPHONE CIRCUIT WHEN REQUIRED, TO

6. BRANCH-CIRCUIT CONDUCTOR SIZING, MATERIALS, AND INSULATION (INCLUDING BRANCH-CIRCUIT

1. A PLUMB, PROPERLY VENTILATED HOISTWAY (ACCORDING TO CODE AND SIZES SHOWN).

SPEED:

TYPE:

CAPACITY:

"ELECTRICAL POWER REQUIREMENTS").

NOTE: ALSO, A FOURTH WIRE TO BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE

IS REQUIRED FOR GROUNDING PURPOSES TO MINIMIZE ELECTRICAL NOISE INTERFERENCE.

NOTE: IF STANDBY POWER IS REQUIRED, SEE "ELEVATOR STANDBY POWER OPERATION".

12. PIPE SLEEVES, TRENCHING, AND BACK FILLING FOR OIL AND/OR CONDUIT LINES

AS SHOWN OR LOCATED BY ELEVATOR CONTRACTOR.

GEN. CONTRACTOR MUST FORWARD POWER REQUIREMENTS TO ELEC. CONTRACTOR.

SECURITY, LIFE, SAFETY, OR FIRE REQUIREMENTS).

11. CONDUIT AND WIRING FROM HOISTWAY TO ELEVATOR MONITORING PANELS (FOR

NOTE: MUST BE LOCATED AS DIRECTED BY ELEVATOR CONTRACTOR

9. POCKETS IN CORRIDOR WALL (PER FIXTURE DRAWINGS) FOR HALL FIXTURES.

OPENING. SEE INSTALLATION PROCEDURES FOR FRAME-TO-WALL INTERFACE DETAILS

OR LEAVE WALL OUT UNTIL EQUIPMENT IS IN PLACE.

NOTE: MUST PROVIDE ADEQUATE DOOR SIZE TO ALLOW INSTALLATION OF EQUIPMENT,

8. ENTRANCE WALL WITH LINTELS MUST BE PROVIDED AFTER ENTRANCE FRAMES ARE

7. AN ENCLOSED MACHINE AREA (ACCORDING TO CODE), WITH ADEQUATE LIGHT, HEAT,

SET OR LEAVE A ROUGH OPENING WIDER AND HIGHER THAN THE FRAME

AND VENTILATION (MIN. 50°F., MAX. 90°F. WITH NON-CONDENSING HUMIDITY OF 10-90%),

10. SMOKE SENSORS (AS REQUIRED).

AND SEALED CONCRETE FLOOR SLAB SURFACE.

TO ENSURE CONFORMANCE WITH THE LABELED ENTRANCE INTERFACE CONSTRUCTION.

HYDRAULIC ELEVATOR CONTRACT DATA

ONE SPEED - CENTER OPENING

4 7/8

FPM UP MAX 150 FPM DOWN MAX.

endura

6"

2'-2 3/8"

15"15"

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 R CHIT ECT

100% SUBMITTAL 12/11/2020

AE-701

ELEVATOR PLAN AND

SECTION 1/2" = 1'-0"

AutoCAD SHX Text

CAR

AutoCAD SHX Text C

AutoCAD SHX Text

CAR STATION

AutoCAD SHX Text

UNDER CROSSHEAD

AutoCAD SHX Text

FINISHED FLOOR

AutoCAD SHX Text

PIT DEPTH

AutoCAD SHX Text

CLEAR OPENING

AutoCAD SHX Text

MIN. ROUGH OPENING

AutoCAD SHX Text

NET TRAVEL

AutoCAD SHX Text

TOTAL TRAVEL

AutoCAD SHX Text

FINISHED FLOOR

AutoCAD SHX Text

BOTTOM O.T.

AutoCAD SHX Text

TOP O.T.

AutoCAD SHX Text

MIN. ROUGH OPENING

AutoCAD SHX Text

CLEAR OPENING

AutoCAD SHX Text

NOTE: IF DISTANCE BETWEEN

AutoCAD SHX Text

MAXIMUM, AN ADDITIONAL GUIDE

AutoCAD SHX Text

PROVIDED MIDWAY.

AutoCAD SHX Text

RAIL BRACKET MUST BE

AutoCAD SHX Text

FLOOR LEVELS EXCEEDS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

OIL LINE

AutoCAD SHX Text C

AutoCAD SHX Text

TOP OF O.A. CAB WITH CAB

AutoCAD SHX Text

TOP GUIDE RAIL BRACKET TO

AutoCAD SHX Text

FINISHED FLOOR IN OVERHEAD.

AutoCAD SHX Text

SUPPORT TO BE PROVIDED BY

AutoCAD SHX Text

GENERAL CONTRACTOR.

AutoCAD SHX Text

BE INSTALLED AS REQ'D. ABOVE

AutoCAD SHX Text

CEILING HEIGHT

AutoCAD SHX Text

UNSUPPORTED

AutoCAD SHX Text

RAIL BRACKET

AutoCAD SHX Text

SPACING =

AutoCAD SHX Text

MAXIMUM

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

WITH ACTUAL OVERALL CAB

AutoCAD SHX Text

IN FULL TOP OVERTRAVEL,

AutoCAD SHX Text

FIN. FLR.

AutoCAD SHX Text

HEIGHT =

AutoCAD SHX Text

NOTE: VENT HOISTWAY AS REQUIRED

AutoCAD SHX Text 3"

AutoCAD SHX Text

TRAVEL

AutoCAD SHX Text

FLOOR-FLOOR

AutoCAD SHX Text

FACE OF RAIL

AutoCAD SHX Text

CAR STATION

AutoCAD SHX Text

HS

AutoCAD SHX Text

JACK (TYP.)

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

JACKS

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

GUIDE RAILS

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

SELECT.

AutoCAD SHX Text

= RAIL BRACKET MOUNTING SURFACE

AutoCAD SHX Text

FRONT CENTER

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text

BUFFER

AutoCAD SHX Text

TO BE COORDINATED WITH

AutoCAD SHX Text 8" WIDE x 8" HIGH ELEC. RACEWAY, AutoCAD SHX Text 8" x 8" PIPE SLEEVE, LOCATION

AutoCAD SHX Text

ELEVATOR SUPT.

AutoCAD SHX Text

AutoCAD SHX Text

AE701

AutoCAD SHX Text

AutoCAD SHX Text

AE701

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

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text

TH

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text

AE701

AutoCAD SHX Text

WALL SECTION

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

AutoCAD SHX Text A

AutoCAD SHX Text

AE701

AutoCAD SHX Text

KEY PLAN - 2ND FLOOR

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text

AE701

AutoCAD SHX Text

ELEVATOR PLAN

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

AutoCAD SHX Text

AutoCAD SHX Text

AE701

AutoCAD SHX Text

ELEVATOR MACHINE ROOM PLAN

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text

AE701

AutoCAD SHX Text

ELEVATOR ENTRANCE DETAILS

N.T.S.

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 RCHITECT

100% SUBMITTAL 12/11/2020

AE-702

WINDOW DETAILS

3/8" = 1'-0"

AutoCAD SHX Text

58" GYP. BRD. 8" X 16 GA. MET. STUDS VERT. 6" BATT INSULATION 58" GYP. SHEATHING

AutoCAD SHX Text

TILE TRIM

AutoCAD SHX Text

BACKER ROD & SEALANT

AutoCAD SHX Text VAP0R RETARDER (VR-1) 3" RIGID INSULATION 58" FIRE RETARDANT EXTERIOR PLYWOOD 3" RIGID INSULATION 58" FIRE RETARDANT EXTERIOR PLYWOOD WEATHER BARRIER MEMBRANE FIRE RETARDANT RAIN SCREEN PHENOLIC WALL PANEL SYSTEM, SEE SPECIFICATIONS SECTION 07 42 33

AutoCAD SHX Text 58" GYP. BRD. 8" X 16 GA. DBLE. MET. STUDS VERT. 6" BATT INSULATION 58" GYP. SHEATHING

AutoCAD SHX Text

BACKER ROD & SEALANT

AutoCAD SHX Text VAP0R RETARDER (VR-1) 3" RIGID INSULATION 58" FIRE RETARDANT EXTERIOR PLYWOOD 3" RIGID INSULATION 58" FIRE RETARDANT EXTERIOR PLYWOOD WEATHER BARRIER MEMBRANE FIRE RETARDANT RAIN SCREEN PHENOLIC WALL PANEL SYSTEM, SEE SPECIFICATIONS SECTION 07 42 33

AutoCAD SHX Text

SLOPE SILL BLOCK "/1214"/12

AutoCAD SHX Text

TILE TRIM

AutoCAD SHX Text

2 PC. 24 GA. MET FLASHING

AutoCAD SHX Text 5/8" GYP. BRD. 8" X 16 GA. MET. STUDS VERT. FULL THICKNESS BATT INSULATION 1/2" GYP. SHEATHING

AutoCAD SHX Text

BACKER ROD & SEALANT

AutoCAD SHX Text VAP0R RETARDER (VR-1) 3" RIGID INSULATION 58" FIRE RETARDANT EXTERIOR PLYWOOD 3" RIGID INSULATION 58" FIRE RETARDANT EXTERIOR PLYWOOD WEATHER BARRIER MEMBRANE FIRE RETARDANT RAIN SCREEN PHENOLIC WALL PANEL SYSTEM, SEE SPECIFICATIONS SECTION 07 42 33

AutoCAD SHX Text

KAWNEER IR 501 UT BLAST RESISTANT WINDOW

AutoCAD SHX Text

5/8" GYP. BRD. ON 4" (25 GA.) METAL STUDS.

AutoCAD SHX Text

VERT. (2) 6" (14 GA.) STRUCT. STUDS W/(2) 6" STUD TRACKS, BOTH SIDES

AutoCAD SHX Text

HORZ. 8" (16 GA.) STUDS AT 16" O.C.

AutoCAD SHX Text

SEE ALSO STRUCTURAL DETAILS, SHEET SD103

AutoCAD SHX Text 4" (16 GA.) STUDS @ 16" O.C. 58" FIRE RETARDANT EXTERIOR PLYWOOD WEATHER RESISTIVE MEMBRANE COMPOSITE METAL PANEL SYSTEM

AutoCAD SHX Text

3/4" PLYWD. HEAD AND SILL

AutoCAD SHX Text

SCREW 4" STUDS TO HEADER BLOCK

AutoCAD SHX Text

58" FIRE RETARDANT EXTERIOR PLYWD FASCIA

AutoCAD SHX Text

VERT. (2) 6" (14 GA.) STRUCT. STUDS W/(2) 6" STUD TRACKS, BOTH SIDES

AutoCAD SHX Text

HORZ. 8" (16 GA.) STUDS AT 16" O.C.

AutoCAD SHX Text

HORZ. 4" (16 GA.) STUDS AT 16" O.C.

AutoCAD SHX Text

5/8" GYP. BRD. ON 4" (25 GA.) METAL STUDS.

AutoCAD SHX Text

800S162-54 METAL STUDS AT 16"O.C.

AutoCAD SHX Text

800S162-54 METAL STUDS AT 16"O.C.

AutoCAD SHX Text

6" STUD HEADER BOX

AutoCAD SHX Text

VERT. (2) 6" (14 GA.) STRUCT. STUDS W/(2) 6" STUD TRACKS, BOTH SIDES

AutoCAD SHX Text

SEE ALSO STRUCTURAL DETAILS, SHEET SD103

AutoCAD SHX Text

HORZ. 8" (16 GA.) STUDS AT 16" O.C.

AutoCAD SHX Text

3/4" PLYWD. HEAD AND SILL

AutoCAD SHX Text

5/8" GYP. JAMBS

AutoCAD SHX Text

KAWNEER IR 501 UT BLAST RESISTANT WINDOW

AutoCAD SHX Text 58" FIRE RETARDANT EXTERIOR PLYWOOD WEATHER RESISTIVE MEMBRANE COMPOSITE METAL PANEL SYSTEM

AutoCAD SHX Text

HORZ. STRAP ANCHORED TO WINDOW COLS., SEE STRUCT. DETAIL 8/S5.2

AutoCAD SHX Text

58" FIRE RETARDANT EXTERIOR PLYWD FASCIA

AutoCAD SHX Text

24 GA. METAL FASCIA

AutoCAD SHX Text

SEE ALSO STRUCTURAL DETAILS, SHEET SD103

AutoCAD SHX Text 800S162-54 METAL STUDS AT 16"O.C. FULL THICKNESS BATT INSULATION 58" GYP. SHEATHING VAP0R RETARDER (VR-1) 3" RIGID INSULATION 58" FIRE RETARDANT EXTERIOR PLYWOOD 3" RIGID INSULATION 58" FIRE RETARDANT EXTERIOR PLYWOOD WEATHER BARRIER MEMBRANE FIRE RETARDANT RAIN SCREEN PHENOLIC WALL PANEL SYSTEM SEE SPECIFICATIONS SECTION 07 42 33

AutoCAD SHX Text

WALL CONSTRUCTION

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

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text

TH

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text

AE702

AutoCAD SHX Text

WDW. HEAD

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

AE702

AutoCAD SHX Text

WDW. JAMB

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

AE702

AutoCAD SHX Text

WDW. SILL

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

AE702

AutoCAD SHX Text

BAY WINDOW PLAN

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

AutoCAD SHX Text

AutoCAD SHX Text

AE702

AutoCAD SHX Text

BAY WINDOW SECTION

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

AutoCAD SHX Text

AutoCAD SHX Text

AE702

AutoCAD SHX Text

AutoCAD SHX Text

AE702

AutoCAD SHX Text

BAY WINDOW STRUCTURAL ELEVATION

1/4" = 1'-0"

Project Title

Location

Issue Date Checked Drawn

Drawing Title

100% SUBMITTALFACILITY

MANAGEMENT

SERV…

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