ADDENDUM #7

Snowden Administration Building Facade Project No. ANC-C-27-0001

Date: August 24, 2026

To All Plan Holders:

The following changes, additions, clarifications, and/or deletions are hereby made a part of the Contract Documents for the above noted project, fully and completely as if the same were fully contained therein. All other terms, conditions, and specifications of the original Invitation to Bid remain unchanged.

This amendment must be acknowledged in the space provided on the Bid Schedule.

The Submittal Date and Time is UNCHANGED. It remains: September 16, 2026 at 12:00 p.m

The modifications directed by this Addendum #7 are described on this page.

Addendum #7

See Updated Drawings Attached to this Addendum.

END OF ADDENDUM #7

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PROJECT LOCATION

The professional's seal on the cover sheet represents that the information on the cover sheet is accurate in designer's professional opinion but does not assume professional responsibility for documents sealed by others that are referenced on the cover sheet.

All professionals sealing drawings as a part of the design are professionally responsible for their own sealed documents.

820 W. 4th Avenue Anchorage, Alaska 99501

Snowden Admin Center Facade Repair

NORTH

VICINITY MAP

PROJECT SITE

NORTH

Stantec Architecture, Inc.

3900 C Street, Suite 902 Anchorage, Alaska 99503

Project Manager:

Giovanna Gambardella 907.343.5282 giovanna.gambardella@stantec.com

Architect:

Ross Timm 907.343.5222 ross.timm@stantec.com

Electrical Engineer:

Lucas Schneller 907.343.5167 lucas.schneller@stantec.com

Alaska Court System 820 W. 4th Avenue Anchorage, AK 99501

Project Manager:

Edward Hebert 907.264.8284 ehebert@akcourts.gov

100% CONSTRUCTION DOCUMENTS

06/04/2026

Stantec Project Number: 2014357500

Alaska State Court System

Not to ScaleNot to Scale

DRAWING LIST

NO. DRAWING NAME

GENERAL

G1.0 COVER SHEET & SHEET INDEX

G1.1 GENERAL NOTES, SYMBOLS, & ABBREVIATIONS

DEMOLITION

D1.1 PARTIAL DEMO LEVEL 1 FLOOR & COPING PLAN

D2.1 DEMO BUILDING ELEVATIONS

D3.1 DEMO WALL SECTIONS I

D3.2 DEMO WALL SECTIONS II

ARCHITECTURAL

A1.0 NEW & EXISTING WALL TYPES

A1.1 PARTIAL NEW LEVEL 1 FLOOR & COPING PLAN

A1.2 PARTIAL NEW LEVEL 1 DIMENSIONED FLOOR & COPING PLANS

A2.1 NEW BUILDING ELEVATIONS

A2.2 NEW EXTERIOR MATERIALS, TILE WALL LAYOUT, & SIGNS

A2.3 NEW GLAZING ELEVATIONS

A3.1 NEW WALL SECTIONS I

A3.2 NEW WALL SECTIONS II

A4.1 NEW DETAILS I

A4.2 NEW DETAILS II

A4.3 NEW DETAILS III

A4.4 NEW DETAILS IV

A4.5 NEW DETAILS V

ELECTRICAL

E1.1 PARTIAL FIRST FLOOR ELECTRICAL PLAN

E2.1 ELECTRICAL SPECIFICATIONS AND PANEL SCHEDULE

ALASKA MAP

Permit/Seal

W. 4th Avenue

W. 5th Avenue (from Glenn Highway & New Seward Highway)

H Street

I S tre et

L St re et

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Mi nn es ot a B lvd

W. 6th Avenue (to Glenn Highway & New Seward Highway

Alaska Court System Contract Number:

SW-P-21-0005, Amendment #19.1 mit/Seal

06/04/2026

A802

1 SIM

DETAIL NUMBER

SHEET ON WHICH

DETAIL IS SHOWN

A101

A1

DETAIL CALLOUTS

EXTERIOR ELEVATIONS

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS SHOWN

A909

SIM

1_______ WALL SECTIONS

SECTION NUMBER

SHEET ON WHICH

SECTION IS SHOWN

FLOOR

0'-0"

FLOOR OR ROOF LEVEL NAME

VERTICAL ELEVATION

NORTH ARROW

1 DRAWING REVISION

NORTH

SECTION DETAIL

GRID HEAD

A801

1 SIM

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Project No.:

Title

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Drawing No.

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2014357500

G1.1

GENERAL NOTES,

SYMBOLS, &

ABBREVIATIONS

ABBREVIATIONS PROJECT DESCRIPTION

PROJECT IS AN EXTERIOR SIDING REPLACEMENT FOR AN EXISTING ALASKA STATE COURT SYSTEM

ADMIN. OFFICE BUILDING IN DOWNTOWN ANCHORAGE, ALASKA

THIS BUILDING HAS HAD A NUMBER OF ADDITIONS AND RENOVATIONS SINCE A SMALL ORIGINAL PART WAS BUILT IN THE 1940'S. THE BUILDING IS REFERENCED IN VARIOUS OLD DOCUMENTS AS HAVING FOUR ZONES (A, B1, B2, AND C) WHICH LOOSELY CORRESPOND TO THE ORIGINAL BUILDING AND MAJOR ADDITIONS. THE BUILDING STRUCTURE IS LARGELY CMU AND CAST IN PLACE CONCRETE W/ SOME STEEL & WOOD FRAMED ELEMENTS, SUCH AS INTERIOR PARTITIONS AND FLOOR & CEILING STRUCTURE. THE SIDING GETTING REPLACED IN BELIEVED TO HAVE BEEN INSTALLED IN THE 1970S, WITH MODIFICATIONS TO THE FASCIAS & COPINGS IN THE EARLY 2000'S.

BASE BID:

• DEMOLITION OF EXISTING NORTH SIDE'S SIDING, SIGNAGE, AND PUNCHED OPENING WINDOWS, DOWN TO BARE SUPPORTING WALLS (LARGELY CMU).

1. EXISTING WALLS HAVE COMBINATION OF PEBBLE-EMBOSSED STUCCO ON METAL LATHE &

FURRING, PAINTED CMU, & BLUE MOSAIC TILE. (SEE DEMO ELEVATIONS.)

• RE-SIDING W/ NEW AIR BARRIER, FURRING, CONTINUOUS INSULATION, & EITHER 12X12 STACKED

BOND PORCELAIN TILE OR LAMINATED PHENOLIC RESIN PANELS, DEPENDING ON WHICH PART OF

THE WALL IT IS (SEE NEW ELEVATIONS.)

• ADDING A CAST-IN-PLACE CONCRETE CURB AT THE SIDEWALKS.

• ADDING A NEW DECORATIVE STATE OF ALASKA MAP SHAPED SIGN FEATURE & NEW LED LIT

LETTER SIGNAGE.

• REPLACING THE EXISTING ALUMINUM-FRAMED CURTAIN WALLS AND ENTRY DOOR W/ NEW.

• INCLUDES WRAPPING APPROX 6' OF EAST SIDE W/ NEW SIDING.

• REPLACING (2) WALL MOUNTED FLAGPOLES W/ (2) NEW FLAGPOLES IN PLANTER AREA

• NO SUBSTANTIAL INCREASE IN SIDING LOADS.

• NO SUBSTANTIAL MECHANICAL OR ELECTRICAL WORK OTHER THAN REMOVE AND REPLACE &

ADDING NEW EXTERIOR DECORATIVE LED LIT SIGN LETTERS

• NO INTERIOR WORK EXCEPT AS NEEDED TO PATCH & REPAIR DISRUPTION CAUSED BY EXTERIOR

WORK.

ADDITIVE ALTERNATE #1:

• RE-SIDING THE 1-STORY TALL PORTION OF THE EAST SIDE OF THE BUILDING WITH SAME

PHENOLIC RESIN PANELS & CONCRETE CURB.

• REPLACING THE WINDOWS ALONG THIS WALL.

ADDITIVE ALTERNATE #2:

• CFCI ACRYLIC ALASKA COURT SYSTEM SEAL; COORDINATE WITH OWNER.

• SEE A1/A2.2 FOR SIZE AND LOCATION.

THIS IS A LEVEL 1 ALTERATION PER THE 2018 IEBC UPGRADING THE EXTERIOR FACADE AND DOES NOT

ALTER OR CHANGE OCCUPANCY, BUILDING USE, OR EGRESS AS DETAILED BELOW.

A BUILDING PERMIT IS REQUIRED BY THE MUNICIPALITY OF ANCHORAGE, AS WELL AS POSSIBLY

SEPARATE RIGHT-OF-WAY, DEMOLITION & ELECTRICAL WORK PERMITS. CONTRACTOR IS

RESPONSIBLE FOR ATTAINING ALL REQUIRED PERMITS & WORK AUTHORIZATIONS.

SHUTTING DOWN OF STREETS, ALLEYS, OR SIDEWALKS IN THE RIGHT-OF-WAY OR ON PRIVATE

PROPERTY REQUIRES CAREFUL COORDINATION WITH THE OWNER(S) & THE PROPER CITY

DEPARTMENTS HAVING JURISDICTION, AS WELL AS POSSIBLY THE STATE OF ALASKA DOT, WHICH

OWNS & MAINTAINS MANY OF THE DOWNTOWN ANCHORAGE STREETS. CONTRACTOR RESPONSIBLE

FOR COORDINATING RIGHT-OF-WAY, SIDEWALK, & STREET WORK.

THERE IS LIMITED-TO-NONE AREA ON THE PROPERTY AVAILABLE FOR LAY DOWN OF MATERIALS OR STAGING, OR CONTRACTOR EMPLOYEE PARKING. CONTRACTOR TO DEVISE A MATERIAL DELIVERY

AND DISPOSAL PLAN COORDINATED W/ THE OWNER.

THIS PROJECT WILL HAVE NO CHANGES TO:

• BUILDING HEIGHTS, AREAS, OR SETBACKS

• BUILDING CONSTRUCTION CLASS (TYPE VB)

• OCCUPANCY TYPE (B-BUSINESS),

• OCCUPANT LOAD,

• FIRE RATINGS,

• AUTOMATIC FIRE SUPPRESSION,

• PLUMBING FIXTURE COUNTS,

• ACCESSIBILITY,

• OR PARKING COUNT

FOR THIS REASON, A FULL CODE ANALYSIS HAS NOT BEEN PERFORMED, AND NO CODE/LIFE SAFETY PLANS ARE INCLUDED. CODE NOTES ARE INCLUDED ON CERTAIN SHEETS FOR INFORMATION ONLY.

HAZARDOUS MATERIAL NOTES

HAZARDOUS MATERIALS MAY BE PRESENT!

a. BASED ON THE AGE OF THE EXISTING SIDING & WINDOWS, IT IS ANTICIPATED THAT THERE MAY BE

HAZARDOUS MATERIALS PRESENT.

b. THERE MAY HAVE BEEN PARTIAL REMEDIATION & ABATEMENT PERFORMED OVER NUMEROUS

RENOVATIONS & ADDITIONS OVER MANY DECADES, HOWEVER THE FULL EXTENT OF EXTERIOR

HAZARDOUS MATERIAL ABATEMENT THAT WAS PERFORMED IN THE PAST IS UNKNOWN TO ANY

DEGREE OF CERTAINTY.

c. BECAUSE THE FULL EXTENT OF HAZARDOUS MATERIALS IS UNKNOWN, THE CONTRACTOR SHALL

INCLUDE IN THEIR BASE BID AN ANALYSIS OF AFFECTED EXTERIOR AREAS FOR HAZARDOUS

MATERIALS, WITH SAMPLING & TESTING PERFORMED BY AN MUTUALLY AGREED UPON QUALIFIED

3RD PARTY CONSULTANT/ LABORATORY.

d. THE COURT SYSTEM'S FACILITIES DEPARTMENT MAY HAVE COPIES OF HAZARDOUS MATERIAL

SURVEYS PERFORMED OVER THE YEARS, WITH REPORTS THAT CAN BE MADE AVAILABLE TO THE

CONTRACTOR UPON REQUEST IF AVAILABLE.

e. ABATEMENT & HAZARDOUS MATERIAL DISPOSAL SHALL BE INCLUDED IN THE BIDS.

GENERAL NOTES

# NUMBER/POUNDS

% PERCENT

& AND

' FOOT / FEET

'' INCH

Ø DIAMETER

@ AT

A

AB AIR BARRIER

ABV ABOVE

ACC ACCESSORY(IES)

ACOUS ACOUSTIC

ACP ACOUSTICAL CEILING PANEL

ACST ACOUSTIC(AL)

ACT ACOUSTICAL CEILING TILE

ACWT ACOUSTIC WALL TREATMENT

AD ACCESS DOOR

ADD ADDENDUM

ADH ADHESIVE

ADJ ADJUSTABLE / ADJACENT

AF ACCESS FLOORING

AFF ABOVE FINISH FLOOR

AFRE ABOVE FLOOR REFER ELEVATION

AGGR AGGREGATE

AHR ANCHOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

AMP AMPERE

ANN ANNUNCIATOR

ANOD ANODIZE(D)

AP ACCESS PANEL

APPROX APPROXIMATELY / APPROXIMATE

ARCH ARCHITECT / ARCHITECTURAL

ASC ABOVE SUSPENDED CEILING

ASPH ASPHALT

ASSY ASSEMBLY

ATTEN ATTENUATION

AUTH AUTHORIZED

AUTO AUTOMATIC

AUX AUXILARY

AV AUDIOVISIUAL EQUIPMENT

AVG AVERAGE

AWI ARCHITECTURAL WOODWORK INSTITUTE

AWP ACOUSTICAL WALL PANEL

B

B BASE(ANY BASE TYPE/MATERIAL)

B MK BENCHMARK

B/B BACK TO BACK

BD BOARD

BIT BITUMINOUS

BK BRICK

BLDG BUILDING

BLW BELOW

BM BEAM

BO BOTTOM OF

BOD BASIS OF DESIGN

BOT BOTTOM

BS BOTH SIDES

BSMT BASEMENT

BTW BETWEEN

C

C/C CENTER TO CENTER

CD CONTRACT DOCUMENTS

CFCI CONTRACTOR FURNISHED CONTRACTOR

INSTALLED

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CHFR CHAMFER

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CELING

CLG HT CEILING HEIGHT

CLR CLEAR

CM CENTIMETER

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

COL COLUMN

CONC CONCRETE

COND CONDITION

CONST CONSTRUCTION

CONT CONTINUE / CONTINUOUS

CONV CONVECTOR

COORD COORDINATE

CW CURTAIN WALL

D

D DEEP / DEPTH

DBL DOUBLE

DEMO DEMOLISH

DIA DIAMETER

DIAG DIAGRAM

DIM DIMENSION

DIST DISTANCE

DIV DIVISION / DIVIDE

DN DOWN

DR DOOR

DTL DETAIL

DWG / DWGS DRAWING(S)

E

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATON

ELEC ELECTRIC / ELECTRICAL

EMER EMERGENCY

ENCL ENCLOSURE

EO EDGE OF

EQ EQUAL

EQUIP EQUIPMENT

ETC ET CETERA

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION / EXPOSED

EXT EXTERIOR

F

F.V. FIELD VERIFY, VERIFY IN FIELD

FAB FABRICATE

FDN FOUNDATION

FF FINISH FLOOR

FF&E FURNITURE, FIXTURE & EQUIPMENT

FIN FINISH

FIXT FIXTURE

FLASH FLASHING

FLEX FLEXIBLE

FLR FLOOR

FO FACE OF

FPHB FROSTPROOF HOSE BIB

FRP FIBERGLASS REINFORCED PLASTIC

FT FEET

FTG FOOTING

FURR FURRING

G

GA GAGE / GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GLZ GLAZING / GLAZED

GR GRADE

GWB GYPSUM WALL BOARD

GYP GYPSUM

H

H HIGH

HB HOSE BIBB

HC HOLLOW CORE

HDR HEADER

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HRDW HARDWARE

HVAC HEATING, VENTING & AIR CONDITIONING

I

IBC INTERNATIONAL BUILDING CODE

IGU INSULATED GLAZING UNIT

IN INCH / INCHES

INC INCLUDED

INFO INFORMATION

INSUL INSULATION / INSULATING

INT INTERIOR

J

JNT JOINT

JS JOINT SEALANT

L

L LENGTH

LBS POUNDS

LF LINEAR FOOT

LH LEFT HAND

LT LIGHT

M

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MM MILLIMITER

MP METAL PANEL

MTD MOUNTED / MOUNTING

MTL METAL

N

NA NOT APPLICABLE

NEG NEGATIVE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER(S)

NOM NOMINAL

NTS NOT TO SCALE

O

OC ON CENTER

OD OUTSIDE DIAMETER/DIMENSION

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OVH OVERHEAD

P

PERP PERPENDICULAR

PLT PLATE

PLUMB PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT POINT

PREFAB PREFABRICATED

PREFIN PREFINISHED

PRKG PARKING

PROJ PROJECT

PROP PROPERTY

PRST PRESERVATIVE TREATED / PREASSURE

TREATED

PT PAINT

PTD PAINTED

PVG PAVING

Q

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTR QUARTER

QTY QUANTITY

R

R RADIUS / RISER

RE REFER

REBAR REINFORCING BAR

REC RECCOMMENDATIONS

REF REFERENCE

REINF REINFORCED / REINFORCEMENT

REQ'D REQUIRED

REV REVISION(S)

RH RIGHT HAND, ROOF HATCH

RO ROUGH OPENING

RV ROOF VENT

RVL REVEAL

S

S SOUTH

SALV SALVAGE

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SEP SEPARATE / SEPARATION

SF SQUARE FEET, STOREFRONT

SFRM SPRAYED FIRE RESISTIVE MATERIAL

SGL SINGLE

SHR SINGLE

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SPF SPRAYED-FOAM

SQ SQUARE

SS SOLID SURFACE

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STRUC STRUCTURE / STRUCTURAL

SUSP SUSPENDED

SYM SYMETRICAL

T

T TEMPERED

TB TACKBOARD

TECH TECHNICAL

TEMP TEMPORARY, TEMPORARILY

THK THICK

THRU THROUGH

TO TOP OF

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

U

UL UNDERWRITERS LABORATORY

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

V

VERT VERTICAL

W

W WIDTH / WIDE

W WEST

W/ WITH

W/O WITHOUT

WD WOOD

Y

GENERAL SYMBOLS LEGEND

1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL

DIMENSIONS AND EXISTING CONDITIONS IN THE AREA OF WORK.

2. DO NOT "SCALE" THE DRAWINGS FOR DIMENSIONS. RELY ON THE DIMENSIONS

GIVEN IN THE DRAWINGS. FIELD VERIFY ALL EXISTING DIMENSIONS AND/OR VERIFY

DESIRED NEW DIMENSIONS WITH THE ARCHITECT.

3. INFORMATION IN SPECIFICATIONS GOVERNS OVER DRAWINGS. WHERE THERE ARE

DIFFERENCES, NOTIFY ARCHITECT IN WRITING AND ASK FOR CLARIFICATION.

4. STOP WORK AND NOTIFY ARCHITECT AND OWNER IMMEDIATELY IF UNSAFE

CONDITIONS ARE DISCOVERED, INCLUDING IF HAZARDOUS MATERIALS ARE

DISCOVERED.

5. NOTIFY ARCHITECT AND OWNER IF A DESIGN CONCEPT, DETAIL OR PRODUCT

DESCRIBED IN THE DOCUMENTS WILL NOT WORK, OR WILL REQUIRES ADDITIONAL

TIME OR COST, DUE TO UNFORESEEN CONDITIONS DISCOVERED IN THE FIELD.

6. THE WORK IS DIVIDED INTO THE BASE BID AND (1) ONE ADDITIVE ALTERNATE <ADD.

ALT. #1>. ALL WORK IS BASE BID UNLESS OTHERWISE NOTED.

7. THE PROJECT INCLUDES NO INTERIOR WORK OTHER THAN AS NEEDED TO

DEMOLISH AND INSTALL THE NEW WINDOWS, RE-INSTALL WINDOW SILLS AND

WINDOW COVERINGS, CONNECT NEW LED LIT SIGNAGE, RELOCATE A SINGLE HOSE

BIB, AND PATCH AND REPAIR ANY DAMAGE CAUSED BY THE DEMO AND NEW WORK.

COORDINATE ALL INTERIOR DISRUPTIONS IN ADVANCE WITH THE OWNER PRIOR TO

STARTING WORK.

8. FACILITY WILL REMAIN IN OPERATION DURING ITS NORMAL BUSINESS HOURS

THROUGHOUT CONSTRUCTION. COORDINATE ANY WORK THAT MAY AFFECT

NORMAL AND/OR EMERGENCY ENTRY AND EXITING, IN ADVANCE, WITH THE OWNER.

9. THE PUBLIC STREETS AND SIDEWALKS MUST REMAIN OPERATIONAL EXCEPT THRU

CLOSURES AND DETOURS PLANNED AND APPROVED IN ADVANCE BY BOTH THE

OWNER AND THE CITY AND STATE DEPARTMENT OF TRANSPORTATION.

10. PROVIDE A PROTECTED (I.E. COVERED) SHIELD OVER THE SIDEWALK IF WORK IS

BEING PERFORMED OVER-HEAD, UNLESS AN APPROVED DETOUR IS PROVIDED AND

SIGNED.

11. SCAFFOLDING MUST NOT BLOCK SIDEWALKS WITH OUT PRIOR APPROVALS.

GENERAL CONSTRUCTION NOTES

1. COORDINATE REQUIRED TOLERANCES IN ALL DIMENSIONS NEEDED TO

MANUFACTURER AND INSTALL MATERIALS, INCLUDING COPINGS, SIDINGS, FURRING,

TILE, WINDOWS, DOORS, STOREFRONTS, AND CURTAIN-WALLS

2. VERIFY ALL DIMENSIONS IN THE FIELD WITH THOSE SHOWN ON DRAWINGS,

WHETHER NOTED WITH "FIELD VERIFY" OR "F.V." OR NOT.

3. CONTRACTOR SHALL HAVE AN EXISTING CONDITION SURVEY DONE SHOWING

WHERE THE PROPERTY LINES AND RIGHT OF WAY LINES ARE ALONG THE NORTH

AND EAST SIDES OF THE BUILDING.

4. PROVIDE CURTAIN WALL MULLION REINFORCING AS NEEDED FOR MEETING

PERFORMANCE CRITERIA AND DESIGN LOAD REQUIREMENTS.

A. INCLUDING AS NEEDED TO SUPPORT NEW STATE OF ALASKA MAP SIGN.

CONTRACTOR TO COORDINATE BETWEEN SIGN SUPPLIER/INSTALLER &

CURTAIN WALL MANUFACTURER/ INSTALLER.

5. MAINTAIN AIR / VAPOR BARRIER CONTINUITY THROUGHOUT EXTERIOR ENVELOPE.

SEAL ALL AIR BARRIER / VAPOR RETARDER SEAMS, JOINTS, PENETRATIONS &

TERMINATIONS TO OTHER SUBSTRATES & / OR OTHER AIR / BARRIER / VAPOR

RETARDER SYSTEM.

A. COORDINATE STOREFRONT AND CURTAIN-WALL SYSTEMS WITH AIR BARRIER

TRANSITION MEMBRANE SYSTEM AND MANUFACTURER-RECOMMENDED

DETAILS FOR A COMPLETE AIR BARRIER SYSTEM.

6. FILL ALL SHIM-SPACE/VOIDS AROUND WINDOW, STOREFRONT, & CURTAIN-WALL

ROUGH-OPENINGS WITH MINIMALLY EXPANDING, SINGLE-COMPONENT FOAMED IN-

PLACE POLYURETHANE INSULATION (BASIS OF DESIGN PRODUCT: DOW GREAT

STUFF WINDOW & DOOR OR EQUIVALENT.

7. UTILIZE ONE WINDOW AS AN IN-PLACE MOCKUP & TRAINING OF WINDOW FLASHING

TECHNIQUE. TO BE ATTENDED BY ARCHITECT, ALASKA COURT SYSTEM FACILITIES

STAFF, GENERAL CONTRACTOR'S SITE SUPERINTENDENT, WIDOW INSTALLER'S SITE

FOREMAN, WINDOW INSTALLERS, AIR BARRIER INSTALLER'S SITE FOREMAN, & AIR

BARRIER INSTALLERS.

A. UNSATISFACTORY WORK WILL BE REJECTED, AND MUST BE REMOVED & RE-

DONE AT CONTRACTOR'S EXPENSE UNTIL APPROVED BY ARCHITECT &/OR

OWNER'S REPRESENTATIVE.

B. NO NEW WINDOW INSTALLATION SHALL OCCUR BEFORE MOCKUP IS

APPROVED.

C. APPROVED MOCK UP MAY BE LEFT IN PLACE IF IT MEETS ALL SPECIFIED

REQUIREMENTS.

8. WHERE PHENOLIC WALL PANEL OR TILE BACKER BOARD ATTACHMENT CLIPS

AND/OR FURRING ARE ATTACHED TO EXTERIOR SHEATHING OR MASONRY BACK-UP

WALLS, APPLY URETHANE SEALANT OVER ATTACHMENT SCREWS HEADS

9. WHERE TREATED WOOD BLOCKING OR TREATED PLYWOOD MEETS STEEL

CONSTRUCTION, PROVIDE ISOLATION MEMBRANE.

10. ALL EXPOSED EXTERIOR STEEL, INCLUDING FASTENERS, SHALL BE TREATED WITH

EITHER HOT-DIP GALVANIZING ("HDG"), GALVANIZING W/ AN ALUMINUM-ZINC ALLOY

PROCESS (ALSO CALLED "GALVALUME") OR MADE OF TYPE 304 (MINIMUM) OR TYPE

316 (WHEN AVAILABLE) STAINLESS STEEL.

11. IF EXTERIOR METAL IS TO BE EXPOSED-COLOR COATED IT SHALL EITHER BE FIELD

PAINTED USING A HIGH-PERFORMANCE EPOXY EXTERIOR PAINT SYSTEM OR COME

WITH A FACTORY-APPLIED COATING (MINIMUM 2-COAT KYNAR OR EQUIVALENT), AS

SPECIFIED.

12. CONTRACTOR TO HIRE A COMMERCIAL LANDSCAPING COMPANY TO REMOVE,

STORE, AND TRANSPLANT EXISTING SHRUBBERY IN AFFECTED AREAS OF

PLANTERS. CONTRACTOR RESPONSIBLE FOR REPLACING DAMAGED SHRUBS W/

LIKE KINDS.

A B

C

D E F G H I J K L

C1 D2.1

A

D 2.

180'-0"

16'-8" 15'-10" 15'-6" 15'-4" 13'-2" 11"

21'-6" 30'-1" 1'-0" 1'-6"

48'-6"

BUILDING ZONE C2 BUILDING ZONE C1 BUILDING ZONE B

32'-6" 44'-0" 53'-6" 50'-0"

BUILDING ZONE A

'-4

'-7

'-0

'-0

'-0

(E) VESTIBULE

(E) ENTRY LOBBY

(E) ENTRY RECEPTION

(E) OFFICES

(E) OFFICES

(E) OFFICES

4TH AVENUE

H S

T R

E E

T

LINE OF (E) HIGH FASCIA/SOFFIT ABOVE

DEMO SOFFIT STUCCO & LATHE, SOFFIT

STRUCTURE TO REMAIN

LINE OF (E) LOWER ENTRY

VESTIBULE

SOFFIT ABOVE

DEMO SOFFIT STUCCO & LATHE,

SOFFIT STRUCTURE TO REMAIN

TYPICAL ALONG ENTIRE

NORTH FACADE:

DEMO BUILT UP

DECORATIVE TRIM

ELEMENTS ABOVE

UPPER WINDOWS

TYPICAL ALONG ENTIRE

NORTH FACADE:

DEMO (E) SMOOTH STUCCO

ASSEMBLY INCLUDING LATHE, &

FURRING DOWN TO BARE (E)

CMU BACKER WALL, EXCEPT

BETWEEN GRIDLINES A & C

DEMO DOWN TO 6" VERTICAL

METAL STUD FURRING.

TYPICAL ALONG ENTIRE NORTH FACADE:

DEMO (E) EMBOSSED PEBBLE FACE

STUCCO RELIEF PANELS, LATHE, &

FURRING DOWN TO BARE CMU, EXCEPT

BETWEEN GRIDLINES A & C DEMO DOWN

TO 6" VERTICAL METAL STUD FURRING.

TYPICAL ALONG ENTIRE

NORTH FACADE:

DEMO (E) BLUE MOSAIC

TILE ASSEMBLY,

INCLUDING TILE, TILE

BACKER, & FURRING

DOWN TO BARE (E) CMU,

EXCEPT BETWEEN

GRIDLINES A & C DEMO

DOWN TO 6" VERTICAL

METAL STUD FURRING.

TYPICAL ALONG ENTIRE NORTH FACADE:

DEMO (E) ALUMINUM WINDOWS,

INCLUDING FLASHING & TRIM. REMOVE &

PROTECT INTERIOR SILLS & WINDOW

COVERINGS FOR RE-INSTALLATION

TYP. EAST WALL

<BASE BID>

(E) ALUMINUM-FRAMED

WINDOWS TO REMAIN.

<ADD ALT. #1>

DEMO WINDOWS,

SEALANTS, FLASHING,

& TRIM. REMOVE AND

PROTECT INTERIOR

SILLS & WINDOW

COVERINGS FOR RE-

INSTALLATION

(E) CONCRETE LANDSCAPE PLANTER WALL TO

REMAIN. SALVAGE PLANTS, REMOVE & STORE

TOPSOIL, CLEAN CMU WALL THAT WAS BEHIND

DIRT.

DEMO (E) VERTICAL SEISMIC JOINT COVER

(E) SURFACE MOUNTED KNOX BOX

TEMP. PROTECT FROM DAMAGE

DURING DEMOLITION WORK

(E) PAINTED CMU PILASTER TO REMAIN

REMOVE ANY LOOSE EXISTING PAINT & CLEAN

SURFACES

DEMO (E) RECESSED

VESTIBULE ALUMINUM

STOREFRONT ENTRY

(E) POWER ASSISTED DOOR

OPENER BUTTON,

SURFACE MOUNTED ON

VESTIBULE'S RETURN WALL

TEMP. REMOVE & SAVE

FOR RE-INSTALLATION

DEMO (E) CORNER

GUARD

DEMO (E) METAL LETTER

SIGNAGE & SALVAGE METAL

ALASKA MAP TO OWNER,

DEMO BACKING PANEL AND

METAL TRIM AROUND PANEL.

DEMO (E) ALUMINUM CURTAIN WALL.

INCLUDING FLASHING & TRIM. REMOVE

& PROTECT INTERIOR SILLS & WINDOW

COVERINGS FOR REINSTALLATION

<BASE BID>

(E) PAINTED CMU WALL

TO REMAIN "AS-IS"

SOUTH OF THE ADD.

ALT. LINE

<ADD. ALT. # 1>

REMOVE ANY LOOSE

EXISTING PAINT &

CLEAN SURFACES

LINE OF (E)

LOADING DOCK

CANOPY ABOVE

(E) ELECTRICAL

BOX & CONDUIT

TO REMAIN

<BASE BID>

(E) FDC TO REMAIN.

<ADD. ALT. #1>

(E) FDC TO REMAIN IN

PLACE IF POSSIBLE. IF

NOT, DISCONNECT &

EXTEND IF NECESSARY

TO ACCOMMODATE

THICKNESS OF NEW

SIDING. MINIMIZE &

COORDINATE ANY

PERIOD(S) OF

DISCONNECTION W/

OWNER & AFD (E) CANOPY

SUPPORT

COLUMN

NO WORK UNDER

<BASE BID> SOUTH OF

THIS LINE, ONLY WORK

SOUTH OF THIS LINE IS

UNDER <ADD. ALT. #1>

<BASE-BID>

REMOVE ANY LOOSE

EXISTING PAINT &

CLEAN CMU SURFACE,

UP TO ADD. ALT #1 LINE

D3.1

A2_______ D3.1

A4_______

D3.2

A2_______

D3.1

A3_______

D3.2

A3_______

D3.2

A4_______(E) FROST PROOF HOSE-

BIB, SURFACE MOUNTED

ON VESTIBULE'S RETURN

WALL

TEMP. REMOVE & SAVE

FOR RE-INSTALLATION IN

NEW LOCATION

D3.2

A1_______

9' -4

(E) SIDEWALK & CURB

TYPICAL: DEMO PLAN SHOWS ENTIRE WALLS

DASHED TO INDICATE WHICH WALLS ARE GETTING

SIDING WORK DONE . SEE WALL TYPES, WALL

SECTIONS, ELEVATIONS, & DETAILS FOR EXTENT OF

ACTUAL DEMOLITION

0'

-3

(E) CONCRETE LANDSCAPE

PLANTER WALL TO REMAIN.

DEMO THE APPROX. 7' PORTION

ADJACENT TO THE NORTH WALL OF

THE BUILDING.

PARTIALLY DEMO ROUNDED CORNER & EAST

WALL OF PLANTER AS NEEDED TO

ACCOMMODATE EXTERIOR WALL DEMO & NEW

WORK.D3.1

A1_______

APPROX. 7'-0"

A B

C

D E F G H I J K L

ROOF #6

(RE-ROOFED 2001)

NOT IN SCOPE OTHER THAN

NEW COPING

(E) ROOF #1 TO REMAIN -

NOT IN SCOPE

ROOF #4

(RE-ROOFED 2018)

NOT IN SCOPE OTHER THAN

NEW COPING

(E) ROOF #8

(LOADING DOCK CANOPY ROOF) -

NOT IN SCOPE

B A

S E

B

ID

<A D

D A

LT

U

N D

E R

B A

S E

B

ID

T H

IS

P

O R

T

IO

N 'S

C O

P

IN

G

R

M A

IN

S

A

S -I

S

ROOF #7

(RE-ROOFED 2001)

NOT IN SCOPE OTHER THAN

NEW COPING

(E) SEISMIC JOINT COVER TO REMAIN

DEMO (E)

COPING

CLEAN & PREP FOR NEW

PAINT THIS SIDE OF

EXPOSED CMU WALL; STOP

AT DASHED LINE

DEMO (E)

COPING

DEMO (E)

COPING

DEMO (E)

COPING

(E) COPING TO REMAIN

(E) COPING TO REMAIN

(E) COPING TO REMAIN

DEMO (E) COPING <ADD. ALT. #1>

(E) COPING TO REMAIN

NOTE THAT COPING PLAN ROOF NUMBERS REFER TO A COMMON

NOMENCLATURE USED IN PREVIOUS RE-ROOFS

IN THE LAST 30 YEARS

SALVAGE & PROTECT (E) FLAG POLES

& PROTECT (E) RECESSED

BRACKETS. SALVAGE & PROTECT (E)

CLEATS FROM BACK SIDE OF

PARAPET. PATCH AND REPAIR ANY

SCREW HOLES LEFT IN THE ROOF

MEMBRANE AT OLD CLEAT

LOCATIONS. SEE NEW ROOF PLAN

FOR RE-INSTALLATION INFORMATION.

Th e

C o p y rig h ts t o a ll d e si g n s a n d d ra w in g s a re t h e p ro p e rt y o f St a n te c

R e p ro d u c u se f o r a n y p u rp o se o th e r th a n t h a t a u th o riz e d b y

St a n te c is f o rb id d e n

Th e

C o n tr a c to r sh a ll v e rif y a n d b e r e sp o n si b le f o r a ll d im e n si o n s.

D

O N

O T sc a le t w in g a n y e rr o rs o r o m is si o n s sh a ll b e r e p o rt e d t o

S ta n te c w ith o u t d e la y.

C o p yr ig h t R e se rv e d

ORIGINAL SHEET - ANSI D

Is su e d

/R e v is io n

B y

A p p d

Y Y

Y Y

.M M

.D D

A

2 3 4 5

B

C

D

Permit/Seal

C o n su lt a n t

Revision:

File Name: N/A

YYYY.MM.DDDsgn. Chkd.Dwn.

Project No.:

Title

Scale:

Drawing No.

/5

/2

:3

:1

A

M

As indicated

P ic k lo c a ti o n in P ro je c t

In fo rm a ti o n

St a n te c A rc h it e c tu re I n c

C

S tr e e t Su ite

A n c h o ra g e

A

K

-5

Te l:

(9

-4 w w w

.s ta n te c .c o m

SW GGRT 06/04/2026

Sn o w d e n

A d m in

C e n te r Fa c a d e

R e p a ir

A la sk a

C o u rt

S ys te m

W th

A v e n u e

A n c h o ra g e

A la sk a

2014357500

D1.1

PARTIAL DEMO LEVEL

1 FLOOR & COPING

PLAN

1/8" = 1'-0"D1.1

C1 LEVEL 1 - DEMO FLOOR PLAN

1/16" = 1'-0"D1.1

A1 ROOF - DEMO COPING PLAN

0' 8' 16' 32'

0' 4' 8' 16'

TRUE

NORTH

LEVEL 1

0"

2 1

ROOF 7 PARAPET

18'-0"

(E) SHEET METAL COPING

<BASE BID> NEATLY CUT & REMOVE UP TO

LINE.

<ADD. ALT. #1> DEMO ENTIRE EAST WALL'S

COPING

(E) SHEET METAL FASCIA PANEL BANDS

<BASE BID>

NEATLY CUT & REMOVE UP TO LINE.

<ADD. ALT. #1>

DEMO ENTIRE EAST WALL'S FASCIA

PANELS

(E) PAINTED CMU WALL

<BASE BID & ADD. ALT. #1> REMOVE ANY

LOOSE EXISTING PAINT & CLEAN

SURFACES UP TO LINE

<BASE BID>

(E) SKIM COATED CMU WALL FINISH TO

REMAIN.

<ADD. ALT. #1>

REMOVE SKIM COAT & CLEAN SURFACE

OF CMU

<BASE BID>

(E) WINDOWS TO REMAIN

<ADD. ALT. #1>

DEMO (E) ALUMINUM WINDOWS, SEALANTS,

FLASHING, & TRIM. REMOVE AND PROTECT

INTERIOR SILLS & WINDOW COVERINGS FOR

REINSTALLATION

(E) LOADING DOCK CANOPY TO

REMAIN

(E) ELECTRICAL BOX &

CONDUIT TO REMAIN

<BASE BID>

(E) COPING TRANSITION TO REMAIN

<ADD. ALT. #1>:

TRANSITION NEW EAST WALL

COPING TO EXISTING SOUTH WALL

COPING

<BASE BID>

(E) FIRE ALARM BELL TO REMAIN,

<ADD. ALT. #1>

DISCONNECT & EXTEND JUNCTION BOX

IF NECESSARY TO ACCOMMODATE

THICKNESS OF NEW SIDING. MINIMIZE &

COORDINATE ANY PERIOD(S) OF DIS-

CONNECTION W/ OWNER & AFD.

<BASE BID>

(E) FDC TO REMAIN,

<ADD. ALT. #1>

DISCONNECT & EXTEND IF NECESSARY

TO ACCOMMODATE THICKNESS OF

NEW SIDING. MINIMIZE & COORDINATE

ANY PERIOD(S) OF DIS-CONNECTION

W/ OWNER & AFD.

(E) SIDEWALK TO REMAIN, SLOPES

GENTLY UP AS IT RUNS SOUTH

BUILDING ELEVATION BEYOND NOT

SHOWN, NOT IN SCOPE

PARTIALLY DEMO EAST CONCRETE

LANDSCAPE PLANTER AS NEEDED TO

ACCOMMODATE EXTERIOR WALL DEMO

& CONST WORK. SEE FLOOR PLANS

FOR EXTENTS.

<ADD ALT 1> BASE

BID

<BASE BID>

(E) PAINTED CMU WALL

TO REMAIN.

<ADD. ALT. #1> REMOVE

ANY LOOSE EXISTING

PAINT & CLEAN

SURFACES

D3.2

A4_______

<ADD ALT. #1>

TYP. AT (5) WINDOWS: REMOVE HATCHED

PORTION OF (E) CMU SILLS TO FIT NEW

TALLER WINDOWS W/ LOWER SILLS,

MATCHING THE (2) WINDOWS ON THE NORTH

END OF THIS WALL IN SIZE

LEVEL 1

0"

LEVEL 2

14'-10"

ABC

T.O. ROOF 4 PARAPET

28'-0"

A3.1

A4_______

A3.1

A2_______ A3.2

A2_______

ROOF 7 PARAPET

18'-0"

DEFGHIJKL

BUILDING ZONE A BUILDING ZONE B BUILDING ZONE C1 BUILDING ZONE C2

DEMO (E) SHEET METAL COPING

DEMO (E) FLAT SHEET METAL

FASCIA PANEL BAND

DEMO (E) RIBBED SHEET METAL

FASCIA PANEL BAND

DEMO (E) BLUE MOSAIC

TILE PANELS, TYP.

(E) CMU WALL W/ SMOOTH SKIM COAT,

DEMO SKIM COAT & FURRING (IF

PRESENT) DOWN TO BARE CMU

DEMO (E) ALUMINUM WINDOWS,

TYP. THIS ELEVATION

(E) CONCRETE LANDSCAPE

PLANTER TO REMAIN, REMOVE

SHRUBBERY & DIRT FILL & SAVE

FOR RE-PLANTING

(E) CMU WALL, DEMO EMBOSSED

PEBBLE STUCCO COAT & FURRING

DOWN TO BARE CMU, TYP.

DEMO (E) SEISMIC

JOINT COVER

TEMP. REMOVE (E)

WALL-MOUNTED

SENSOR & SAVE FOR

RE-INSTALLATION

(E) SURFACE MOUNTED KNOX

BOX TO REMAIN, PROTECT

FROM DAMAGE DURING DEMO

BUILDING ELEVATION

BEYOND NOT SHOWN,

NOT IN SCOPE

THE LASKAN JUDICIARYA

SNOWDEN

ADMINISTRATIVE

OFFICE BUILDING

DEMO (E) SHEET METAL COPING

TYP. DEMO (E) ACCENT BAND IN STUCCO

TYP. DEMO (E) SMOOTH STUCCO,

LATHE, & FURRING DOWN TO

BARE CMU OR 6" MTL

TYP. DEMO (E) EMBOSSED

PEBBLE FACE STUCCO RELIEF

PANELS, LATHE, FURRING DOWN

TO BARE CMU

TYP. DEMO (E) DECORATIVE ACCENT TRIM

PIECES OVER WINDOWS

TYP. DEMO (E) BLUE MOSAIC TILE

PANELS & BACKING ASSEMBLY

DOWN TO BARE CMU

DEMO (E) BLUE MOSAIC TILE WAINSCOT

& BACKING ASSEMBLY DOWN TO BARE

CMU

TYP. DEMO (E) ALUMINUM

WINDOWS

(E) FLAGPOLES

& BRACKETS, TEMP.

REMOVE FLAGPOLES,

BRACKETS TO REMAIN

DEMO (E) DARK BRONZE-LOOK METAL

COPING, FLAT FASCIA PANEL BAND

TRIM/FLASHING BANDS, & DECORATIVE

ACCENT BAND. SUPPORTING FASCIA WALL

TO REMAIN

(E) PAINTED CMU

PILASTER, REMOVE

ANY LOOSE PAINT &

CLEAN SURFACES

DEMO (E) ALUMINUM

STOREFRONT ENTRY

TYP. REMOVE (E) POWER ASSISTED DOOR OPENER BUTTON,

SURFACE MOUNTED ON VESTIBULE'S RETURN WALL & SAVE FOR

RE-INSTALLATION

DEMO (E) CORNER GUARD

DEMO (E) ADDRESS

NUMBER SIGNAGE

DEMO (E) BLUE

MOSAIC TILE &

BACKING

DEMO (E) METAL LETTER SIGNAGE

DEMO (E) ALUMINUM CURTAIN WALL

D3.1

A2_______

D3.1

A4_______

D3.2

A2_______

D3.2

A3_______

D3.1

A3_______

REMOVE METAL ALASKA MAP OUTLINE

& SALVAGE TO OWNER

DEMO (E) ALUMINUM CURTAIN

WALL/ STOREFRONT

DEMO (E) SOFFIT FINISH

DEMO (E) SOFFIT

FINISH

DEMO (E) SHEET

METAL COPING

D3.2

A1_______

3' -4

6'

-0

6' -8

6'

-0

6' -0

(E) CONCRETE LANDSCAPE PLANTER

PORTION TO REMAIN, REMOVE SHRUBBERY

& DIRT FILL & SAVE FOR RE-PLANTING

TEMP. REMOVE SECURITY

CAMERA & SAVE FOR

REINSTALLATION

(E) CONCRETE LANDSCAPE PLANTER

PORTION GETTING DEMOLISHED, REMOVE

SHRUBBERY & DIRT FILL, SALVAGE

SKATEBOARD PREVENTION DEVICES FOR

REINSTALL

DEMO PORTION OF (E) CONCRETE

LANDSCAPE PLANTER

Th e

C o p y rig h ts t o a ll d e si g n s a n d d ra w in g s a re t h e p ro p e rt y o f St a n te c

R e p ro d u c u se f o r a n y p u rp o se o th e r th a n t h a t a u th o riz e d b y

St a n te c is f o rb id d e n

Th e

C o n tr a c to r sh a ll v e rif y a n d b e r e sp o n si b le f o r a ll d im e n si o n s.

D

O N

O T sc a le t w in g a n y e rr o rs o r o m is si o n s sh a ll b e r e p o rt e d t o

S ta n te c w ith o u t d e la y.

C o p yr ig h t R e se rv e d

ORIGINAL SHEET - ANSI D

Is su e d

/R e v is io n

B y

A p p d

Y Y

Y Y

.M M

.D D

A

2 3 4 5

B

C

D

Permit/Seal

C o n su lt a n t

Revision:

File Name: N/A

YYYY.MM.DDDsgn. Chkd.Dwn.

Project No.:

Title

Scale:

Drawing No.

/5

/2

:3

:1

A

M

1/8" = 1'-0"

P ic k lo c a ti o n in P ro je c t

In fo rm a ti o n

St a n te c A rc h it e c tu re I n c

C

S tr e e t Su ite

A n c h o ra g e

A

K

-5

Te l:

(9

-4 w w w

.s ta n te c .c o m

SW GGRT 03/02/2026

Sn o w d e n

A d m in

C e n te r Fa c a d e

R e p a ir

A la sk a

C o u rt

S ys te m

W th

A v e n u e

A n c h o ra g e

A la sk a

2014357500

D2.1

DEMO BUILDING

ELEVATIONS

1/8" = 1'-0"D2.1

A1 EAST ELEVATION - DEMO SIDING

1/8" = 1'-0"D2.1

C1 NORTH ELEVATION - DEMO SIDING

0' 4' 8' 16'

LEVEL 2

14'-10"

T.O. ROOF 4 PARAPET

28'-0"

DEMO (E) MOSAIC TILE, TILE BACKER BOARD,

& FURRING (IF PRESENT)

ASSUMED (E) CMU BACKER WALL &

INTERIOR FURRED WALL TO REMAIN, IF

PRESENT. DEMO LATHE & OR AIR BARRIER

IF PRESENT & CLEAN CMU FACE.

MINIMIZE REMOVAL OR DAMAGE TO

INTERIOR WALL TO WHAT IS REQUIRED TO

GET ELECTRICAL SERVICE TO ANY LIT

SIGNAGE. PATCH, REPAIR, & PAINT TO

MATCH EXISTING. ACCESS TO WALL MAY

REQUIRE TEMP. REMOVAL OF WALL ART, IN

WHICH CASE, PROTECT ART AND RE-

INSTALL WHEN WORK IS COMPLETE

DEMO (E) SUSPENDED STUCCO SOFFIT

(E) ORIGINAL ROOF JOISTS & SOFFIT

FRAMING TO REMAIN

(E) 2003 RE-ROOF ADDED ROOF ASSEMBLY

TO REMAIN

(E) 2003 RE-ROOF PARAPET FRAMING,

SHEATHING & BATT INSULATION TO REMAIN

DEMO (E) COPING

DEMO (E) METAL

PANELS

DEMO (E)

DECORATIVE FASCIA

BLOCKING

(E) SIDEWALK TO REMAIN

DEMO (E) DECORATIVE

FASCIA BLOCKING

DEMO (E) SIGNAGE BACKING PANEL, TRIM,

LETTER SIGNAGE, & FURRING (IF

PRESENT) DOWN TO BARE CMU; SALVAGE

METAL ALASKA MAP BACK TO OWNER

4' -6

'-8

3' -4

(E) 12" WIDE STRIP OF CONCRETE

BETWEEN (E) CMU & (E) SIDEWALK,

TO REMAIN, F.V.

LEVEL 1

0"

LEVEL 2

14'-10"

T.O. ROOF 4 PARAPET

28'-0"

DEMO (E) CURTAIN WALL

DEMO (E) MOSAIC TILE, TILE BACKER BOARD,

& FURRING (IF PRESENT)

ASSUMED (E) CMU BACKER WALL &

INTERIOR FURRED WALL TO REMAIN, IF

PRESENT. DEMO LATHE & OR AIR BARRIER

IF PRESENT & CLEAN CMU FACE.

REMOVE ANY (E) INTERIOR WINDOW

TRIM/SILLS, IF PRESENT, & SAVE FOR -RE-

INSTALLATION

DEMO (E) SUSPENDED STUCCO SOFFIT

(E) CURTAIN WALL HEADER SUPPORT TO

REMAIN, F.V.

(E) ORIGINAL ROOF JOISTS & SOFFIT

FRAMING TO REMAIN

(E) 2003 RE-ROOF ADDED ROOF ASSEMBLY

TO REMAIN

(E) 2003 RE-ROOF PARAPET FRAMING,

SHEATHING & BATT INSULATION TO REMAIN

DEMO (E) COPING

DEMO (E) METAL PANELS

DEMO (E) DECORATIVE

FASCIA BLOCKING

(E) SIDEWALK TO REMAIN

1' -6

4'

-6

5' -1

1" 6'

-1 0"

5' -1

1" 3'

-4

DEMO (E) DECORATIVE

FASCIA BLOCKING

MINIMIZE REMOVAL OF STUCCO CEILING

TO IMMEDIATE AREA AROUND CURTAIN

WALL HEAD, ONLY IF REQUIRED TO

INSTALL NEW CURTAIN WALL. CUT IN

NEAT STRAIGHT LINES ONLY.

F.V. (E) PARAPET HEIGHT

REMOVE & PROTECT (E) ROLLER

SHADES FOR REINSTALLATION AT

SAME LOCATION

(E) 12" WIDE STRIP OF CONCRETE

BETWEEN (E) CMU & (E) SIDEWALK,

TO REMAIN, F.V.

LEVEL 1

0"

LEVEL 2

14'-10"

T.O. ROOF 4 PARAPET

28'-0"

(E) ROOF TO REMAIN

(E) PARAPET TO REMAIN

EXCEPT AS NOTED

(E) STRUCTURE TO REMAIN

(E) INTERIOR FURRED WALL TO

REMAIN

(E) CMU WALL TO REMAIN

(E) SLAB ON GRADE TO REMAIN

(E) SIDEWALK TO

REMAIN EXCEPT AS

NOTED, SLOPE NOT

FIELD VERIFIED

(E) VR TO REMAIN, ASSUMED

F.V. (E) PARAPET HEIGHT

(E) FLOOR ASSEMBLY TO

REMAIN

3/

4"

1/ 2"

3' -0

2'

-2

/4

6' -0

6'

-8

6' -0

3'

-4

DEMO (E) SHEET METAL COPING

TYP. DEMO (E) ACCENT BAND

IN STUCCO

TYP. DEMO (E) SMOOTH STUCCO,

LATHE, & FURRING DOWN TO BARE

CMU

TYP. DEMO (E) DECORATIVE

ACCENT TRIM PIECES OVER

WINDOWS

(E) 12" WIDE STRIP OF

CONCRETE BETWEEN (E) CMU &

(E) SIDEWALK, TO REMAIN, F.V.

DEMO (E) MOSAIC TILE, TILE

BACKER BOARD & FURRING DOWN

TO BARE CMU

DEMO (E) MOSAIC TILE, TILE

BACKER BOARD, & FURRING DOWN

TO BARE CMU

TYP. DEMO PUNCHED WINDOWS

INCLUDING PERIMETER FLASHING.

TEMP REMOVE AND STORE WINDOW

TREATMENTS & INTERIOR SILLS FOR

RE-INSTALLATION ONCE NEW

WINDOWS ARE INSTALLED

LEVEL 1

0"

LEVEL 2

14'-10"

T.O. ROOF 4 PARAPET

28'-0"

(E) PARAPET TO REMAIN EXCEPT AS

NOTED

(E) INTERIOR FURRED WALL TO

REMAIN

(E) SIDEWALK TO

REMAIN EXCEPT AS

NOTED, SLOPE NOT

FIELD VERIFIED

F.V. (E) PARAPET HEIGHT

(E) FLOOR ASSEMBLY TO

REMAIN

DEMO (E) SHEET METAL COPING

DEMO (E) ACCENT BAND IN STUCCO

TYP. DEMO (E) SMOOTH STUCCO,

LATHE, & FURRING. DOWN TO BARE

CMU EXCEPT BETWEEN GRIDLINES A &

C DEMO DOWN TO 6" VERTICAL METAL

STUD FURRING

TYP. DEMO (E) EMBOSSED PEBBLE

FACE STUCCO RELIEF PANELS, LATHE,

& FURRING DOWN TO BARE CMU

(E) 16" WIDE STRIP OF CONC.

BETWEEN (E) CMU & (E)

SIDEWALK, TO REMAIN, F.V.

3/

4"

1/ 2"

2' -4

'-6

/4

3' -4

(E) CMU WALL TO REMAIN

(E) SLAB ON GRADE TO REMAIN

(E) VR TO REMAIN, ASSUMED

DEMO (E) MOSAIC TILE, TILE

BACKER BOARD & FURRING DOWN

TO BARE CMU

(E) ROOF TO REMAIN

(E) STRUCTURE TO REMAIN

Th e

C o p y rig h ts t o a ll d e si g n s a n d d ra w in g s a re t h e p ro p e rt y o f St a n te c

R e p ro d u c u se f o r a n y p u rp o se o th e r th a n t h a t a u th o riz e d b y

St a n te c is f o rb id d e n

Th e

C o n tr a c to r sh a ll v e rif y a n d b e r e sp o n si b le f o r a ll d im e n si o n s.

D

O N

O T sc a le t w in g a n y e rr o rs o r o m is si o n s sh a ll b e r e p o rt e d t o

S ta n te c w ith o u t d e la y.

C o p yr ig h t R e se rv e d

ORIGINAL SHEET - ANSI D

Is su e d

/R e v is io n

B y

A p p d

Y Y

Y Y

.M M

.D D

A

2 3 4 5

B

C

D

Permit/Seal

C o n su lt a n t

Revision:

File Name: N/A

YYYY.MM.DDDsgn. Chkd.Dwn.

Project No.:

Title

Scale:

Drawing No.

/5

/2

:3

:2

A

M

1/2" = 1'-0"

P ic k lo c a ti o n in P ro je c t

In fo rm a ti o n

St a n te c A rc h it e c tu re I n c

C

S tr e e t Su ite

A n c h o ra g e

A

K

-5

Te l:

(9

-4 w w w

.s ta n te c .c o m

SW GGRT 03/02/2026

Sn o w d e n

A d m in

C e n te r Fa c a d e

R e p a ir

A la sk a

C o u rt

S ys te m

W th

A v e n u e

A n c h o ra g e

A la sk a

2014357500

D3.1

DEMO WALL

SECTIONS I

1/2" = 1'-0"D3.1

A4 DEMO WALL SECTION @ GL H.2

1/2" = 1'-0"D3.1

A3 DEMO WALL SECTION @ GL G.5

1/2" = 1'-0"D3.1

A2 DEMO WALL SECTION @ GL C.3

0' 1' 2' 4'

1/2" = 1'-0"D3.1

A1 OLD-DEMO WALL SECTION @ GL A.8

ROOF 7 PARAPET

18'-0"

L

(E) CMU TO REMAIN, DEMO SKIM

COAT & CLEAN SURFACE

(E) ROOF STRUCTURE &

BLOCKING TO REMAIN

DEMO (E) WOOD FASCIA BOARDS

DEMO (E) COPING

DEMO (E) FLAT SHEET

METAL FASCIA PANELS

DEMO (E) RIBBED SHEET METAL

FASCIA PANELS

DEMO (E) WINDOW

NOTE: DETAIL SHOWS <ADD ALT. #1> DEMO WORK.

NO WORK IN THIS AREA UNDER BASE BID

(E) SHEATHING TO REMAIN

(E) ROOF TO REMAIN

(E) PARAPET TO REMAIN FROM

SHEATHING IN

(E) INTERIOR FURRED WALL &

FINISHES TO REMAIN, IF

PRESENT

(E) CMU WALL

(E) SLAB ON GRADE

(E) VR, ASSUMED

(E) SIDEWALK, SLOPE NOT

FIELD VERIFIED

4' -8

F

.V

6' -0

F

.V

2' -1

1"

SEE FLOOR PLANS FOR

DIRECTION ON NEW & EXISTING

HORIZONTAL LOUVER BLINDS

LEVEL 1

0"

ROOF 7 PARAPET

18'-0"

(E) CMU WALL

(E) SLAB ON GRADE

(E) VR, ASSUMED

EXISTING CURB

PLANTER

(E) CMU TO REMAIN, DEMO SKIM

COAT & CLEAN SURFACE

(E) ROOF & ROOF STRUCTURE

TO REMAIN

DEMO (E) WOOD FASCIA BOARDS

DEMO (E) COPING

DEMO (E) FLAT SHEET

METAL FASCIA PANELS

DEMO (E) RIBBED SHEET METAL

FASCIA PANELS

(E) SHEATHING TO REMAIN

(E) PARAPET TO REMAIN FROM

SHEATHING IN

(E) INTERIOR FURRED WALL &

FINISHES TO REMAIN, IF

PRESENT

LEVEL 1

0"

ROOF 7 PARAPET

18'-0"

4'-0"

(E) CMU WALL

(E) SLAB ON GRADE

(E) VR, ASSUMED

EXISTING CURB

PLANTER

(E) CMU TO REMAIN, DEMO SKIM

COAT & CLEAN SURFACE

(E) ROOF & ROOF STRUCTURE

TO REMAIN

DEMO (E) WOOD FASCIA BOARDS

DEMO (E) COPING

DEMO (E) FLAT SHEET

METAL FASCIA PANELS

DEMO (E) RIBBED SHEET METAL

FASCIA PANELS

(E) SHEATHING TO REMAIN

(E) PARAPET TO REMAIN FROM

SHEATHING IN

(E) INTERIOR FURRED WALL &

FINISHES TO REMAIN, IF

PRESENT

DEMO (E) WINDOW

REMOVE, PROTECT AND

REINSTALL (E) HORIZONTAL

LOUVER BLINDS AT SAME

LOCATION

LEVEL 1

0"

LEVEL 2

14'-10"

LEVEL 3

25'-10"

ROOF 7 PARAPET

18'-0"

DEMO (E) ALUMINUM CURTAIN WALL

(E) CURTAIN WALL HEADER

(E) ORIGINAL ROOF JOISTS &

SOFFIT FRAMING

(E) 2003 RE-ROOF ADDED ROOF ASSEMBLY

(E) 2003 RE-ROOF PARAPET FRAMING,

SHEATHING & BATT INSULATION

DEMO (E) COPING

(E) SIDEWALK TO REMAIN

DEMO (E) ALUMINUM STOREFRONT

SYSTEM; SALVAGE (E) STOREFRONT

DOOR HARDWARE & ACCESSORIES

FOR REUSE PER SPECIFICATIONS

(E) PARAPET RETURN BEYOND TO

REMAIN; DEMO (E) COPING

DEMO (E) EXTERIOR PLASTER LATH

DEMO (E) INTERIOR PLASTER LATH AS

REQUIRED FOR (E) STOREFRONT

DEMO & NEW STOREFRONT INSTALL

DEMO (E) CONCRETE CURB BELOW

(E) STOREFRONT SIDELITES

1/2" = 1'-0"D3.2

A4

TYP. EAST WALL <ADD. ALT. #1> WALL

SECTION - DEMO SIDING

Th e

C o p y rig h ts t o a ll d e si g n s a n d d ra w in g s a re t h e p ro p e rt y o f St a n te c

R e p ro d u c u se f o r a n y p u rp o se o th e r th a n t h a t a u th o riz e d b y

St a n te c is f o rb id d e n

Th e

C o n tr a c to r sh a ll v e rif y a n d b e r e sp o n si b le f o r a ll d im e n si o n s.

D

O N

O T sc a le t w in g a n y e rr o rs o r o m is si o n s sh a ll b e r e p o rt e d t o

S ta n te c w ith o u t d e la y.

C o p yr ig h t R e se rv e d

ORIGINAL SHEET - ANSI D

Is su e d

/R e v is io n

B y

A p p d

Y Y

Y Y

.M M

.D D

A

2 3 4 5

B

C

D

Permit/Seal

C o n su lt a n t

Revision:

File Name: N/A

YYYY.MM.DDDsgn. Chkd.Dwn.

Project No.:

Title

Scale:

Drawing No.

/5

/2

:3

:2

A

M

1/2" = 1'-0"

P ic k lo c a ti o n in P ro je c t

In fo rm a ti o n

St a n te c A rc h it e c tu re I n c

C

S tr e e t Su ite

A n c h o ra g e

A

K

-5

Te l:

(9

-4 w w w

.s ta n te c .c o m

SW GGRT 03/02/2026

Sn o w d e n

A d m in

C e n te r Fa c a d e

R e p a ir

A la sk a

C o u rt

S ys te m

W th

A v e n u e

A n c h o ra g e

A la sk a

2014357500

D3.2

DEMO WALL

SECTIONS II

1/2" = 1'-0"D3.2

A3 DEMO WALL SECTION @ GL K.6

1/2" = 1'-0"D3.2

A2 DEMO WALL SECTION @ GL K.3

1/2" = 1'-0"D3.2

A1 DEMO WALL SECTION @ GL H.8

0' 1' 2' 4'

(E) CMU WALL TO REMAIN

(E) INTERIOR FINISHES TO REMAIN

NEW BLACK FINISH, EXTRUDED ALUMINUM VERTICAL Z-FURRING BY

PHENOLIC RESIN SIDING PANEL MANUFACTURER, SPACING PER

MANUFACTURER REQUIREMENTS FOR PANEL LAYOUT, SIZES, AND

WEIGHTS

NEW BLACK FINISH, EXTRUDED ALUMINUM HORIZONTAL RAILS BY

PHENOLIC RESIN SIDING PANEL MANUFACTURER, SPACING PER

MANUFACTURER REQUIREMENTS FOR PANEL LAYOUT, SIZES, AND

WEIGHTS

NEW PANEL CLIP BY PHENOLIC RESIN SIDING PANEL MANUFACTURER,

SPACING PER MANUFACTURER REQUIREMENTS FOR PANEL LAYOUT, SIZES,

AND WEIGHTS

NEW CONCEALED-FASTENER PHENOLIC RESIN SIDING PANEL W/ 3/8" OPEN

JOINTS

NEW VERTICAL GALV. 7/8" HAT CHANNEL FURRING @

12" O.C. MAX

NEW 5/8" CEMENT BOARD

NEW 1/4" EPOXY MORTAR BED

NEW 12"H X 12"W WALL TILES IN STACKED BOND

NEW LIQUID-APPLIED DAMPPROOFING

MEMBRANE APPLIED OVER CLEANED

CMU

NEW 4" CAST-IN PLACE CONCRETE WALL

BASE CURB, W/ NATURAL SMOOTH FINISH &

ANTI-GRAFFITI COATING/SEALANT

NEW 2-1/2" THICK SEMI-RIGID MINERAL WOOL INSULATION BOARDS IN

NOMINAL 2-1/2" DEEP FRP GIRTS RUN HORIZONTAL NEW 1-1/2" RIGID XPS FOUNDATION

INSULATION

(FRONT FACE ACTS AS BACK FORM FOR

CURB)

7/ 8"

1"

1/ 2"

7/ 8"

1/

2"

NEW 2-1/2" THICK SEMI-RIGID MINERAL WOOL INSULATION

BOARDS IN NOMINAL 2-1/2" FRP GIRTS RUN HORIZONTAL

LINE OF NEW CONCRETE CURB BELOW

LINE OF NEW CONCRETE CURB BELOW

(E) CMU WALL TO REMAIN

(E) INTERIOR FINISHES TO REMAIN

NEW 2-1/2" THICK SEMI-RIGID MINERAL WOOL

INSULATION BOARDS IN NOMINAL 2-1/2" FRP GIRTS RUN

HORIZONTAL.

NEW 1/2" EXTERIOR GRADE, FIRE-TREATED PLYWD.

SHEATHING W/ LIQUID APPLIED, VAPOR PERMEABLE AIR

BARRIER MEMBRANE APPLIED OVER IT. F.O. PLYWD

ALIGNS W/ F/O (E) CMU IN WALL TYPE N-1

NEW 1-1/2" RIGID XPS FOUNDATION INSULATION

(FRONT FACE ACTS AS BACK FORM FOR CURB)

7/ 8"

1" 2 1/

2"

1/ 2"

1/

2"

NEW REBAR TIES BACK TO (E) CMU WALL'S LOWER

COURSES THAT ARE ASSUMED FROM OLD

DRAWINGS TO BE SOLID-GROUTED.

PROVIDE (1) TIE-IN PER CMU BLOCK, EPOXY

ANCHORED INTO DRILLED HOLE IN CMU FACE

1/

2"

1/ 2"

NEW WALL FINISH ASSEMBLY TYPE N-1 NEW WALL FINISH ASSEMBLY TYPE N-2 NEW WALL FINISH ASSEMBLY TYPE N-3

NEW WALL FINISH ASSEMBLY TYPE N-1a

BETWEEN GRIDLINES A & C ONLY

NEW WALL FINISH ASSEMBLY TYPE N-3a

BETWEEN GRIDLINES A & C ONLY

1/

2" 6 1/

2"

SEE NEW WALL TYPE N-1 BELOW FOR OUTER PORTION

OF ASSEMBLY

1/

2"

/2

(E) CMU WALL TO REMAIN

(E) INTERIOR FINISHES TO REMAIN

1/

2"

1/

2"

(E) CMU WALL TO REMAIN

(E) INTERIOR FINISHES TO REMAIN

NEW WALL GENERAL NOTES:

1. EXISTING CMU STRUCTURAL WALL MAY ALSO BE METAL STUDS OR CAST-IN-PLACE CONCRETE WHERE OLD OPENINGS WERE IN-FILLED IN PAST ADDITIONS & RENOVATIONS. CONTRACTOR TO F.V. SUBSTRATES UPON DEMOLITION OF (E) SIDING.

2. INTERIOR FINISHES TO REMAIN. OLD DRAWINGS HAD VERY LIMITED INFORMATION ON INTERIOR WALLS. THESE DRAWINGS ASSUME A 2X4 INTERIOR WALL FURRING ALONG THE CMU WALLS, W/ BATT INSULATION, VR & GWB ON THE INTERIOR SIDE. ACTUAL INTERIOR

PORTION OF THE EXTERIOR WALL ASSEMBLIES MAY DIFFER FROM WHAT IS ASSUMED. NO WORK IS ANTICIPATED ON THE INTERIOR EXCEPT WHERE REQUIRED TO DEMO OR INSTALL NEW WORK SUCH AS NEW WINDOWS.

NEW MINERAL WOOL BATT INSULATION IN NEW

VERTICAL 5-1/2" MTL. STUD FURRING

NEW LIQUID-APPLIED DAMPPROOFING MEMBRANE

APPLIED OVER CLEANED CMU

NEW LIQUID-APPLIED VAPOR PERMEABLE AIR BARRIER

MEMBRANE APPLIED OVER CLEANED CMU

NEW LIQUID-APPLIED VAPOR PERMEABLE AIR BARRIER

MEMBRANE APPLIED OVER CLEANED CMU

(E) CMU WALL TO REMAIN

(E) INTERIOR FINISHES TO REMAIN

3/

4"

5/

8"

NEW REBAR TIES BACK TO (E) CMU

WALL'S LOWER COURSES THAT ARE

ASSUMED FROM OLD DRAWINGS TO BE

SOLID-GROUTED.

PROVIDE (1) TIE-IN PER CMU BLOCK,

EPOXY ANCHORED INTO DRILLED HOLE

IN CMU FACE

(E) 2X OR MTL STUD

FASCIA/PARAPET FRAMING TO

AND SHEATHING TO REMAIN

NEW 2-1/2" THICK SEMI-RIGID

MINERAL WOOL INSULATION

BOARDS IN NOMINAL 2-1/2" FRP

GIRTS RUN HORIZONTAL

NEW 1/2" EXTERIOR GRADE,

FIRE-TREATED PLYWD.

SHEATHING W/ LIQUID APPLIED,

VAPOR PERMEABLE AIR BARRIER

MEMBRANE APPLIED OVER IT

NEW WALL FINISH ASSEMBLY TYPE N-4

AT NORTH UPPER FASCIA AND AT PARAPETS

SEE NEW WALL TYPE N-1 BELOW

FOR OUTER PORTION OF

ASSEMBLY

NEW 10" CAST-IN PLACE CONCRETE WALL

BASE CURB, W/ NATURAL SMOOTH FINISH &

ANTI-GRAFFITI COATING/SEALANT

MECHANICALLY FASTENED AIR BARRIER SHEET,

FASTENED TO GIRTS

NEW BLACK FINISH, EXTRUDED ALUMINUM VERTICAL Z-

FURRING BY PHENOLIC RESIN SIDING PANEL

MANUFACTURER, SPACING PER MANUFACTURER

REQUIREMENTS FOR PANEL LAYOUT, SIZES, AND WEIGHTS

MECHANICALLY FASTENED AIR BARRIER SHEET,

FASTENED TO GIRTS

MECHANICALLY FASTENED AIR

BARRIER SHEET, FASTENED TO

GIRTS

MECHANICALLY FASTENED AIR BARRIER SHEET,

FASTENED TO GIRTS

/2

1/

2"

NEW MINERAL WOOL BATT

INSULATION IN NEW VERTICAL

6" MTL. STUD FURRING

NEW 2-1/2" THICK SEMI-RIGID

MINERAL WOOL INSULATION

BOARDS IN NOMINAL 2-1/2" FRP

GIRTS RUN HORIZONTAL

NEW 1/2" EXTERIOR GRADE, FIRE-

TREATED PLYWD. SHEATHING W/

LIQUID APPLIED, VAPOR

PERMEABLE AIR BARRIER

MEMBRANE APPLIED OVER IT

NEW WALL FINISH ASSEMBLY TYPE N-5

AT NORTH WALL INFILL ABOVE ENTRY STOREFRONT

SEE NEW WALL TYPE N-1 BELOW

FOR OUTER PORTION OF

ASSEMBLY

MECHANICALLY FASTENED AIR

BARRIER SHEET, FASTENED TO

GIRTS

NEW 5/8" TYPE X GWB, NEW

PAINT TO MATCH EXISTING

(E) CMU WALL TO REMAIN

(E) INTERIOR FINISHES TO REMAIN.

DEMO (E) FURRING. 1-1/2" RUNNER

CHANNELS @ 48" O..C W/ VERTICAL 3/4"

FURRING CHANNELS @ 16" O.C. DEMO DOWN

TO BARE CMU

DEMO (E) 3/4" LATHE & STUCCO

PLASTER (SHOWN HERE), OR DEMO (E)

MOSAIC TILE & BACKER BOARD

(E) STUCCO MAY HAVE SMOOTH

FINISH OR EMBOSSED PEBBLE

SURFACE.

UKNOWN IF THERE IS (E) AIR BARRIER

MEMBRANE. IF PRESENT, DEMO TO BARE

CMU

(E) CMU WALL TO REMAIN

(E) INTERIOR FINISHES TO REMAIN

DEMO (E) FURRING. 1-1/2" RUNNER

CHANNELS @ 48" O..C W/ VERTICAL 3/4"

FURRING CHANNELS @ 16" O.C.

DEMO (E) 3/4" LATHE & STUCCO

PLASTER (SHOWN HERE), OR DEMO (E)

MOSAIC TILE & BACKER BOARD

(E) STUCCO MAY HAVE SMOOTH

FINISH OR EMBOSSED PEBBLE

SURFACE.

DEMO (E) 6" FURRING STUDS, USED TO

ALIGN NORTH WALL EXTERIOR IN 1968

DRAWINGS BETWEEN GRIDLINES A AND C

(E) CMU WALL TO REMAIN

(E) INTERIOR FINISHES TO REMAIN

(E) PAINT OR SKIM COAT (CAN REMAIN)

(E) WALL TYPE EX-1 (E) WALL TYPE EX-2 (E) WALL TYPE EX-3

EXISTING WALL TAG MODIFIERS:

(EXAMPLE: EX-2B = EXISTING WALL TYPE 2 W/ SMOOTH STUCCO FINISH)

A = MOSAIC TILE

B = SMOOTH STUCCO

C = PEBBLE EMBOSSED STUCCO

D = METAL PANEL

E = PAINTED CMU

F = PLASTER SKIM COAT OVER CMU

Th e

C o p y rig h ts t o a ll d e si g n s a n d d ra w in g s a re t h e p ro p e rt y o f St a n te c

R e p ro d u c u se f o r a n y p u rp o se o th e r th a n t h a t a u th o riz e d b y

St a n te c is f o rb id d e n

Th e

C o n tr a c to r sh a ll v e rif y a n d b e r e sp o n si b le f o r a ll d im e n si o n s.

D

O N

O T sc a le t w in g a n y e rr o rs o r o m is si o n s sh a ll b e r e p o rt e d t o

S ta n te c w ith o u t d e la y.

C o p yr ig h t R e se rv e d

ORIGINAL SHEET - ANSI D

Is su e d

/R e v is io n

B y

A p p d

Y Y

Y Y

.M M

.D D

A

2 3 4 5

B

C

D

Permit/Seal

C o n su lt a n t

Revision:

File Name: N/A

YYYY.MM.DDDsgn. Chkd.Dwn.

Project No.:

Title

Scale:

Drawing No.

/5

/2

:3

:2

A

M

1 1/2" = 1'-0"

P ic k lo c a ti o n in P ro je c t

In fo rm a ti o n

St a n te c A rc h it e c tu re I n c

C

S tr e e t Su ite

A n c h o ra g e

A

K

-5

Te l:

(9

-4 w w w

.s ta n te c .c o m

SW GGRT 03/02/2026

Sn o w d e n

A d m in

C e n te r Fa c a d e

R e p a ir

A la sk a

C o u rt

S ys te m

W th

A v e n u e

A n c h o ra g e

A la sk a

2014357500

A1.0

NEW & EXISTING WALL

TYPES

1 1/2" = 1'-0"A1.0

A1 NEW WALL TYPES

1 1/2" = 1'-0"A1.0

B1 DEMO WALL TYPES

UP

A B

C

A3.1

A4_______

A3.1

A2_______ A3.2

A2_______

D E F G H I J K L

C1 D2.1

A

D 2.

BUILDING ZONE C2 BUILDING ZONE C1 BUILDING ZONE B BUILDING ZONE A

(E) VESTIBULE

(E) ENTRY LOBBY

(E) ENTRY RECEPTION

(E) OFFICES

(E) OFFICES

(E) OFFICES

4TH AVENUE

H S

T R

E E

T

LINE OF (E) HIGH

FASCIA/SOFFIT STRUCTURE

ABOVE, W/ NEW SIDING &

SOFFIT PANELS

NEW SIDING ASSEMBLY #1:

PHENOLIC PANEL TYPE A

TYP., NEW ALUMINUM STOREFRONT

WINDOWS IN (E) OPENINGS, W/ NEW

SEALANT & FLASHING, & RE-INSTALLED

INTERIOR SILLS & WINDOW COVERINGS

U.N.O.

TYP. EAST WALL:

<BASE BID>

(E) ALUMINUM-FRAMED

STOREFRONT WINDOWS

<ADD ALT #1>

NEW ALUMINUM-FRAMED

STOREFRONT WINDOWS

NEW SIDING ASSEMBLY #1

NEW ALUMINUM CURTAIN WALL IN (E)

OPENING, W/ NEW SEALANT &

FLASHING, & RE-INSTALLED INTERIOR

SILLS & WINDOW COVERINGS U.N.O.

TYP. EAST WALL

<BASE BID>

(E) PAINTED CMU WALL

<ADD. ALT. #1>

NEW SIDING ASSEMBLY #1

LINE OF (E)

LOADING DOCK

CANOPY ABOVE

(E) ELECTRICAL

BOX & CONDUIT

TO REMAIN

(E) FDC

(E) CANOPY

SUPPORT

COLUMN

NO WORK SOUTH OF

THIS LINE EXCEPT

UNDER ADD. ALT. #1

A

A 2.

C1 A2.1

LINE OF NEW CONCRETE

WALL BASE CURB BELOW

A3.1

A1_______

A3.2

A4_______

(E) CONCRETE

LANDSCAPE PLANTER W/

NEW TOP SOIL FILL AND

RE-PLANTED SHRUBBERY

NEW SIDING ASSEMBLY #2: STACKED

BOND TILE, VARIOUS COLORS IN

"RANDOM" PATTERN, SEE SHEET A1.0

FOR MORE ACCURATE DEPICTION OF

COLORS & PATTERNS

RE-LOCATED FROST-PROOF HOSE BIB FROM

WEST VESTIBULE WALL. ACCESS NEARBY SUPPLY

WATER SOURCE ON INTERIOR OR RUN

EXTENSION OF EXISTING HOSE-BIBS SUPPLY LINE

ABOVE ENTRY VESTIBULE. PATCH & REPAIR TO

MATCH EXISTING CONDITIONS ON INTERIOR

<BASE BID>

NEW SIDING ASSEMBLY

#1 TURNS CORNER TO

ADD. ALT #1 LINE

TURN CORNER W/ NEW

ASSEMBLY AS SHOWN

A3.2

A3_______

A3.1

A3_______ A3.2

A1_______

A4.4

A2

A4.4

A1

A4.2

B2

A4.5

B3 A4.2

A1

@ PANEL TO TILE

TRANSITION

BELOW

A4.2

A4

(E) CONCRETE

LANDSCAPE PLANTER

WALL W/ NEW TOP SOIL

FILL AND RE-PLANTED

SHRUBBERY

A4.2

B4

A4.5

A1

A4.2

B3

A4.2

C4

NEW 10" DEEP EAST

CONCRETE PLANTER WALL;

RADIUS OF NEW CORNER

TO MATCH (E), F.V. (E)

RADIUS

NEW 10" DEEP WEST

CONCRETE PLANTER WALL;

RADIUS OF NEW CORNER TO

MATCH (E), F.V. (E) RADIUS

PATCH & REPAIR (E) CMU

WALL WHERE ANCHORS

WERE REMOVED

A4.2

C2 A4.2

C3

A4.5

B4

A1.1

B4

A1.1

A4

LEVEL 2

A1 A2.3

C1 A2.3

A4.2

B1

A B

C

D E F G H I J K L

ROOF #6

(RE-ROOFED 2001)

NOT IN SCOPE OTHER THAN

NEW COPING

(E) ROOF #1 TO REMAIN -

NOT IN SCOPE

ROOF #4

(RE-ROOFED 2018)

NOT IN SCOPE OTHER THAN

NEW COPING

(E) ROOF #8

(LOADING DOCK CANOPY ROOF) -

NOT IN SCOPE

B A

<A D

D A

LT

U

N D

E R

B A

S E

B

ID

T H

IS

P

O R

T

IO

N 'S

C O

P

M A

IN

S

A

S -I

S

ROOF #7

(RE-ROOFED 2001)

NOT IN SCOPE OTHER THAN

NEW COPING

(E) SEISMIC JOINT COVER TO REMAIN

NEW COPING,

COLOR A

PREP & PAINT THIS SIDE OF

EXPOSED CMU WALL TO

MATCH NORTH ELEVATION'S

EXPOSED CMU PILASTER

(DARK GREY)

STOP NEW PAINT HERE

NEW COPING,

COLOR B

NEW COPING,

COLOR C NEW COPING,

COLOR C

(E) COPING TO REMAIN

(E) COPING TO REMAIN

(E) COPING TO REMAIN

NEW COPING <ADD. ALT. #1>

(E) COPING TO REMAIN

NOTE THAT COPING PLAN ROOF NUMBERS REFER TO A COMMON

NOMENCLATURE USED IN PREVIOUS RE-ROOFS

IN THE LAST 30 YEARS

RE-INSTALLED (E) FLAG POLES IN

(E) RECESSED BRACKETS. NEW

PERIMETER BRACKET MTL

FLASHING TO MATCH NEW SIDING

COLOR.

MOVE CLEATS FROM BACK SIDE OF

PARAPET TO FLAGPOLES 1'-6"

ABOVE COPING. PATCH & REPAIR

ANY SCREW HOLES LEFT IN THE

ROOF MEMBRANE AT OLD CLEAT

LOCATIONS

NEW SEISMIC JOINT COVER @

WALL

I J

A3.2

A1_______

A4.3

A4_______

A4.3

A1

A4.3

A2

A4.2

A2

2' -1

0"

1' -1

1/

2"

11'-7 3/4" 2'-7 3/4" 4"

(E) VESTIBULE

LINE OF (E) ENTRY SOFFIT

STRUCTURE ABOVE W/ NEW

SOFFIT PANELS

NEW SEISMIC JOINT COVER

(E) PAINTED CMU PILASTER,

RE-PAINT PREPARED

EXTERIOR SURFACES

RE-INSTALLED (E) KNOX

BOX

NEW ALUMINUM STOREFRONT

ENTRY SYSTEM W/

STOREFRONT DOOR; REFER TO

SPECIFICATIONS

RE-INSTALLED (E) POWER-

ASSISTED DOOR OPENER

BUTTON, SURFACE MOUNTED

A3 A2.3

HDLP-2 FURRED WALL ASSEMBLY

& CURB BELOW, TYP.; SEE

SECTION DETAILS

PATCH CMU WALL WHERE (E)

HOSE BIB WAS REMOVED

A3.2

A1_______

A4.3

C1 A4.3

C1

SIM

LINE OF (E) UPPER SOFFIT

STRUCTURE ABOVE W/

NEW SOFFIT PANELS

(E) PAINTED CMU PILASTER,

RE-PAINT PREPARED

EXTERIOR SURFACES

NEW WALL INFILL

INSTALL MTL Z GIRT SUPPORTS AS

NEEDED FOR SIGNAGE

A3.1

A4_______ G H I

A3.1

A3_______

A3.2

A1_______

A4.3

A4_______

A4.4

B1

AT ALL PHENOLIC PANEL SOFFIT

JOINTS, INSTALL CONT .020 ALUM

STRIP PTD BLACK; INSTALL ON

T.O. VAPOR PERMEABLE AIR

BARRIER, TYP.

EQ 3'-9" 3'-9" EQ

ALIGN HIGH SOFFIT HORIZ.

PHENOLIC PANELS WITH

VERT. SOFFIT PANELS

ABOVE, TYP.

(E) PAINTED CMU PILASTER,

RE-PAINT PREPARED

EXTERIOR SURFACES

HDLP-2 SOFFIT ASSEMBLY, TYP.;

SEE SECTION DETAILS

ABOVE

Th e

C…