4 20260219_Palmer_Courthouse_100_Construction_Documents_Part1.pdf.crdownload

Stantec Project Number:

515 EAST DAHLIA AVENUE

PALMER, AK 99645

02/19/2026

Palmer Courthouse Renovation

& Expansion

2014331970

100% Construction Documents

ALASKA COURT SYSTEM

CLIENT

ADDRESS: 820 W 4TH AVE, ANCHORAGE, AK 99501

PHONE: (907) 264-0514

CONTACT: ANNA HARRISON

EMAIL: AHARRISON@AKCOURTS.GOV

STANTEC ARCHITECTURE INC.

ARCHITECT

ADDRESS: 3900 C ST, STE 902, ANCHORAGE, AK 99503

PHONE: (907) 276-4245

CONTACT: GIOVANNA GAMBARDELLA

EMAIL: GIOVANNA.GAMBARDELLA@STANTEC.COM

AREA M - MODULAR EXPANSION

AREA B - BASEMENT RENOVATION

AREA P - COURTHOUSE RENOVATION

AREA C - CONNECTOR RENOVATION

AREA OF WORK IS SHOWN AS A SHEET

NUMBER SUFFIX

Th e

C o p yr ig 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 tio n o r 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 h e d ra 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:

Project No.:

Title

Scale:

NUMBER:

/2

/2

:1 :4

P

M

1" = 200'-0"

St a n te c A rc h ite c tu re

In c

C S tr e e t

Su it e

A n c h o ra g e

, A K

-5

Te l:

(9 7)

6-w w w

.s ta n te c .c o m

P a lm e r C o u rt h o u se R e n o v a ti o n

E xp a n si o n

A la sk a

C o u rt

S ys te m

E

A

ST

D A

H

LI

A A

V E N

U E

P A

LM

E R

A

2014331970

G0-002

SHEET INDEX

A10-101B - 3D VIEWS

A9-101B - PARTITION TYPES

A6-902B - FINISH SCHEDULE AND LEGEND

A6-901B - DOOR, WINDOW, & FRAME SCHEDULES / TYPES

A6-307B - INTERIOR DETAILS -SIGNAGE

A6-306B - INTERIOR DETAILS -MILLWORK -ACOUSTIC

A6-305B - INTERIOR DETAILS -MILLWORK -WOOD PANEL

A6-304B - INTERIOR DETAILS -MILLWORK

A6-303B - INTERIOR DETAILS -MILLWORK

A6-302B - INTERIOR DETAILS

A6-301B - INTERIOR DETAILS

A6-202B - ENLARGED PLAN / INTERIOR ELEVATIONS

A6-201B - ENLARGED PLAN / INTERIOR ELEVATIONS

A1-601B - FURNITURE PLAN -FOR REFERENCE ONLY P6-501M - PLUMBING GAS RISER DIAGRAM

A1-401B - FINISH PLAN P6-002 - PLUMBING DETAILS

A1-301B - REFLECTED CEILING PLAN P6-001 - PLUMBING DETAILS

A1-101B - NEW FLOOR PLAN P3-401M - PLUMBING ISOMETRIC

AD-301B - DEMOLITION REFLECTED CEILING PLAN P1-301M - UNDERGROUND PLAN -DRAINAGE SYSTEMS

AD-101B - DEMOLITION FLOOR PLAN P1-102M - OVERALL FLOOR PLAN LEVEL 1...

A0-101B - CODE COMPLIANCE P1-101M - OVERALL FLOOR PLAN LEVEL 1 -DRAINAGE...

A9-101C - PARTITION TYPES P1-101B - OVERALL FLOOR PLAN BASEMENT

A6-902C - FINISH SCHEDULE AND LEGEND PD-101B - DEMOLITION FLOOR PLAN

A6-901C - DOOR, WINDOW, & FRAME SCHEDULES / TYPES P1-201C - OVERALL FLOOR PLAN LEVEL 1

A6-308C - INTERIOR DETAILS -SIGNAGE P1-101C - OVERALL FLOOR PLAN LEVEL 1

A6-307C - INTERIOR DETAILS -MILLWORK -ACOUSTIC PD-101C - DEMOLITION FLOOR PLAN

A6-306C - INTERIOR DETAILS -MILLWORK -WOOD PANEL P1-101P - OVERALL FLOOR PLAN LEVEL 1

A6-305C - INTERIOR DETAILS -MILLWORK -DISTRICT COURT P0-003 - PLUMBING SCHEDULE

A6-304C - INTERIOR DETAILS -MILLWORK P0-002 - PLUMBING SCHEDULE

A6-303C - INTERIOR DETAILS -CEILINGS P0-001 - COVER SHEET

A6-302C - INTERIOR DETAILS -OPENINGS PLUMBING

A6-301C - INTERIOR DETAILS -PARTITIONS

A6-104C - ENLARGED FLOOR PLANS / INT ELEVATIONS -ADD ALT E1-300M - ELECTRICAL RISER DIAGRAM

A6-103C - ENLARGED FLOOR PLANS / INTERIOR ELEVATIONS E1-102M - ELECTRICAL POWER AND SIGNAL PLAN

A6-102C - INTERIOR ELEVATIONS -DISTRICT COURT E1-101M E1-101M - ELECTRICAL LIGHTING PLAN...

A6-101C - ENLARGED FLOOR PLANS -DISTRICT COURT E1-102P - ELECTRICAL NEW WORK PLAN

A1-601C - FURNITURE PLAN -FOR REFERENCE ONLY ED-102C - ELECTRICAL POWER AND SIGNAL...

A1-401C - FINISH PLAN ED-101C - ELECTRICAL LIGHTING DEMOLITION PLAN

A1-301C - REFLECTED CEILING PLAN E1-102C - ELECTRICAL POWER AND SIGNAL PLANS

A1-101C - NEW FLOOR PLAN E1-101C - ELECTRICAL LIGHTING PLAN

AD-301C - DEMOLITION REFLECTED CEILING PLAN E1-102B - ELECTRICAL POWER AND SIGNAL PLAN

AD-101C - DEMOLITION FLOOR PLAN E1-101B - ELECTRICAL LIGHTING PLAN

A0-101C - CODE COMPLIANCE ED-102B - ELECTRICAL POWER AND SIGNAL...

A1-103P - ENLARGED FLOOR PLANS-COURTROOMS 1-3 ED-101B - ELECTRICAL LIGHTING DEMOLITION PLAN

A1-102P - ENLARGED FLOOR PLANS E0-001 - ELECTRICAL LEGEND, LIGHT FIXTURE...

A1-101P - OVERALL FLOOR PLAN LEVEL 1 ELECTRICAL

A10-101M - 3D VIEWS

A9-102M - EXTERIOR ASSEMBLIES M6-005 - MECHANICAL CONTROL

A9-101M - PARTITION TYPES M6-004 - MECHANICAL CONTROL

A8-204M - EXTERIOR DETAILS IV M6-003 - MECHANICAL CONTROL

A8-203M - EXTERIOR DETAILS III M6-002 - MECHANICAL DETAILS

A8-202M - EXTERIOR DETAILS II M6-001 - MECHANICAL DETAILS

A8-201M - EXTERIOR DETAILS I M5-001 - MECHANICAL ENLARGED PLAN

A8-101M - INTERIOR DETAILS M4-001 - HEATING HOT WATER SINGLE LINE DIAGRAM

A4-102M - FINISH SCHEDULE AND LEGEND M2-101M - MECHANICAL PIPING PLAN -MODULAR

A4-101M - DOOR & WINDOW SCHEDULES & TYPES M2-101C - MECHANICAL PIPING PLAN -CONNECTOR

A3-203M - WALL SECTIONS III M2-101B - MECHANICAL PIPING PLAN -BASEMENT

A3-202M - WALL SECTIONS II M1-101M - MECHANICAL FLOOR PLAN -MODULAR

A3-201M - WALL SECTIONS I M1-101C - MECHANICAL FLOOR PLAN -CONNECTOR

A3-102M - BUILDING SECTIONS II M1-101B - MECHANICAL FLOOR PLAN -BASEMENT

A3-101M - BUILDING SECTIONS I MD-102C - MECHANICAL DEMOLITION PLAN...

A2-201M - INTERIOR ELEVATION MD-101C - MECHANICAL DEMOLITION PLAN...

A2-101M - EXTERIOR ELEVATIONS MD-101B - MECHANICAL DEMOLITION PLAN -BASEMENT

A1-202M - FURNITURE PLAN -FOR REFERENCE ONLY M0-010 - VENTILATION CALCULATION

A1-201M - ENLARGED PLANS & INTERIOR ELEVATIONS M0-006 - MECHANICAL SCHEDULE -CONNECTOR

A1-103M - FINISH PLAN M0-005 - MECHANICAL SCHEDULE -CONNECTOR

A1-102M - REFLECTED CEILING PLAN M0-004 - MECHANICAL SCHEDULE -BASEMENT

A1-101M - NEW FLOOR & ROOF PLANS M0-003 - MECHANICAL SCHEDULE -MODULAR

A1-001M - ARCHITECTURAL SITE PLAN M0-002 - MECHANICAL SCHEDULE -MODULAR

A0-101M - CODE COMPLIANCE M0-001 - SYMBOLS / ABBREVIATIONS / GENERAL NOTES

ARCHITECTURE MECHANICAL

Cl -504M - DETAILS - MODULAR S5-514M - FRAMING DETAILS -4

Cl -503M - DETAILS - MODULAR S5-513M - FRAMING DETAILS -3

Cl -502M - DETAILS - MODULAR S5-512M - FRAMING DETAILS -2

Cl-501M - DETAILS - MODULAR S5-511M - FRAMING DETAILS -1

Cl-401M - PROPOSED UTILITY PLAN-MODULAR S5-503M - CONCRETE / SLAB DETAIL SHEETS

Cl-301M - PROPOSED SITE PLAN - MODULAR S5-502M - FOUNDATION DETAILS -2

Cl -202M - PROPOSED FINE GRADING PLAN - MODULAR S5-501M - FOUNDATION DETAILS -1

Cl-201M - PROPOSED GRADING & EROSION CONTROL PLAN-MODULAR S3-301M - BUILDING SECTIONS -1

C1-101M - EXISTING CONDITIONS & DEMOLITION PLAN - MODULAR S1-130M - LOADING PLANS

C0-001M - GENERAL NOTES - MODULAR S1-120M - LATERAL PLAN

CIVIL S1-102M - MECHANICAL PLATFORM FRAMING PLAN

S1-101M - FOUNDATION AND ROOF FRAMING PLAN

G0-004 - MOUNTING HEIGHTS / CLEARANCES S0-003M - SPECIAL INSPECTIONS

G0-003 - SYMBOLS / ABBREVIATIONS / GENERAL NOTES S0-002M - GENERAL NOTES -2

G0-002 - SHEET INDEX S0-001M - GENERAL NOTES -1

GENERAL STRUCTURAL

AREAS OF WORK

D

ES

IG

N

D

EV

EL

O

P M

EN

T

5.

.1

C

O N

ST

R

U C

TI

O

N D

R A

W

IN

G S

5.

.1

C

O N

ST

R

U C

TI

O

N D

O C

U M

EN

TS

6.

.1

GENERAL SYMBOLS

REVISION KEY

A802

1 SIM

DETAIL NUMBER

SHEET ON WHICH

DETAIL IS SHOWN

ENLARGED PLAN /

DETAIL CALLOUTS

A101

1 Ref

R ef

1 Ref

R ef

INTERIOR

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 / LEVEL NAME

VERTICAL ELEVATION

NORTH ARROW

A101

1 Ref

TRUE

NORTH

A101

SIM

__________________________ DETAIL SECTIONS

SECTION NUMBER

SHEET ON WHICH

SECTION IS SHOWN

ARCHITECTURAL SYMBOLS

ALIGN KEY

ROOM NAME

ROOM NUMBER

DIMENSION LINE

ROOM KEY:

NOT IN CONTRACT (NIC)

SHADING

COLUMN LINE INDICATORS

1"

ROOM NAME

A

150 SF AREA

KEYNOTE INDICATOR

WINDOW TYPE

PARTITION TYPE

DOOR NUMBER

FIRE EXTINGUISHER W/

RECESSED CABINET

FIRE EXTINGUISHER W/O

CABINET

1t

FIRE EXTINGUISHER W/

SEMI-RECESSED CABINET FEC

FE

FEC

IG1 GLAZING TYPE

XX.XX

A01

EXTERIOR

ELEVATIONS

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS SHOWN

A101

A1

A909

SIM

1_______ BUILDING SECTIONS

A909

SIM

1_______

MODIFIER WHERE

APPLICABLE (OPP, SIM)

SECTION NUMBER

SHEET ON WHICH

SECTION IS SHOWN

FF1 WW1 BB1

FLOOR FINISH

WALL FINISH

BASE FINISH

ROOM FINISH DATA TAG

ABBREVIATIONS GENERAL NOTES

1. GENERAL CONTRACTOR AND SUBCONTRACTORS ARE TO BECOME FAMILIAR WITH DIVISION 0 - PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 1 - GENERAL REQUIREMENTS, PROVIDED BY OWNER. CONTRACTOR MUST BE FAMILIAR WITH ALL DRAWINGS, SPECIFICATIONS, THE PROJECT SITE AND EXISTING CONDITIONS PRIOR TO

SUBMITTING ESTIMATES, PRICING, OR DEFINING THE SCOPE OF WORK TO BE COMPLETED.

2. ALL WORK TO COMPLY WITH LOCAL, STATE AND FEDERAL CODES AND ORDINANCES AS WELL AS ANY OTHER

GOVERNING AGENCIES HAVING JURISDICTION.

3. THE GENERAL CONTRACTOR IS REQUIRED TO ADHERE TO ALL ACCESSIBILITY LAWS (ADA) WHETHER STATED OR NOT ON THESE CONTRACT DOCUMENTS. THIS LAW IS A CIVIL RIGHTS LAW AND THE EXCLUSION OF REQUIREMENTS BY THE LOCAL CODE OFFICIALS DOES NOT RELIEVE THE TENANT OR THE GENERAL CONTRACTOR OF ADHERING TO THE

NECESSARY WORK, EITHER DURING CONSTRUCTION OR AFTER OCCUPANCY.

4. THE GENERAL CONTRACTOR SHALL COMPLY AND CONFORM TO ALL OF THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), NO EXCEPTIONS WILL BE PERMITTED. THE PROVISIONS OF THE TENANT'S LEASE SHALL APPLY IN THE EVENT OF VIOLATION RESULTING IN DAMAGES, CAUSES OF ACTION OR ANY CLAIMS ARISING THEREFROM, IF GENERAL CONTRACTOR AND/OR ITS SUBCONTRACTORS DO NOT COMPLY WITH THIS ACT.

5. THE ARCHITECT AND ENGINEERS OF RECORD SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SAFETY PRECAUTIONS AND

PROGRAMS, INCLUDING ANY AND ALL OSHA REQUIREMENTS, IN CONNECTION WITH THE WORK.

6. THE GENERAL CONTRACTOR IS TO COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR SITE MOBILIZATION INCLUDING, BUT NOT LIMITED TO, USE OF PREMISES, MATERIAL STORAGE, SITE ACCESS, HOUSEKEEPING

PROCEDURES, SECURITY, ETC.

7. EACH CONTRACTOR AND SUBCONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS WITH THE OWNER'S REPRESENTATIVE FOR TEMPORARY UTILITY IF REQUIRED. CONTRACTOR TO PAY THE COST OF THE CONNECTIONS

AND OF PROPER MAINTENANCE AND REMOVAL OF SAME.

8. THE GENERAL CONTRACTOR IS TO NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF ALL WORK REQUIRING THE CUTTING, REMOVING, ALTERING OR SHUTTING OFF ANY BUILDING UTILITY AND LIFE SAFETY

SYSTEM.

9. ANY ALTERATIONS, ADDITIONS, DRILLING, WELDING, OR OTHER ATTACHMENT OR REINFORCEMENTS TO EXISTING STRUCTURE SHALL LEAVE THE STRUCTURE AS STRONG AS, OR STRONGER THAN, THE ORIGINAL DESIGN AND WITH

FINISHES UNIMPAIRED.

10. THE GENERAL CONTRACTOR SHALL HAVE AT ALL TIMES, AT THE PREMISES, BUILDING DEPARTMENT APPROVED PERMIT DRAWINGS, HEALTH DEPARTMENT APPROVED PERMIT DRAWINGS (IF APPLICABLE) AND APPROVED

CONTRACT DOCUMENTS.

11. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO CHECK AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS, INCLUDING BUT NOT LIMITED TO "HOLD" DIMENSIONS AND CLEAR HEIGHTS, AT THE BUILDING SITE AND PREMISES AND NOTIFY THE OWNER OF ANY AND ALL DISCREPANCIES AND LIST ANY WORK NOT

YET COMPLETED BEFORE STARTING WORK.

12. IF THE GENERAL CONTRACTOR IS REQUIRED TO INSTALL A STOREFRONT BARRICADE DURING THE CONSTRUCTION PHASE OF THIS PROJECT, SUCH BARRICADE IS TO MEET THE LATEST BARRICADE DESIGN REQUIREMENTS, INCLUDING ANY SIGNAGE. ADDITIONALLY, THIS BARRICADE MUST BE MOVED OUT AS REQUIRED FOR STOREFRONT

WORK AND/OR REMOVED AT THE END OF THE CONSTRUCTION TIME PERIOD.

13. IF HAZARDOUS MATERIALS ARE UNCOVERED, NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND STOP ALL

WORK IN THAT AREA.

14. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL, AS REQUIRED, BEGINNING WITH THE CONSTRUCTION PHASE, HAND OPERATED FIRE EXTINGUISHERS, U.L. RATED, AS PER LOCAL CODE REQUIREMENTS: PLACEMENT AS

APPROVED BY OWNER AND LOCAL BUILDING OFFICIAL.

15. ALL EXITS SHALL BE UNOBSTRUCTED AT ALL TIMES DURING CONSTRUCTION AND OCCUPANCY.

16. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CUT AND FRAME ALL OPENINGS FOR OTHER TRADES THROUGH PARTITIONS AND STRUCTURAL WALLS. ALL PENETRATIONS THROUGH RATED WALLS TO BE FILLED AT OPENING WITH "FIRESTOPPING" MATERIALS TO MAINTAIN THE INTEGRITY OF THE SPECIFIED RATING OF THE WALL.

17. THE CONSTRUCTION DRAWINGS LISTED IN THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON THE BEST INFORMATION AVAILABLE TO THE TENANT DURING PREPARATION OF THE CONTRACT DOCUMENTS.

18. DO NOT DETERMINE DIMENSIONS AND SIZE OF THE GRAPHIC REPRESENTATIONS SHOWN ON THE DRAWINGS BY USING MEASURING DEVICE (NOT "SCALE"). RELY ON THE NUMERIC DIMENSIONS SHOWN ON THE DRAWINGS FOR MEASUREMENT. THE OWNER SHALL BE NOTIFIED IF ANY DISCREPANCY OCCURS PRIOR TO CONTINUING WITH WORK.

19. WHERE TWO DIFFERING WALLS OCCUR IN THE SAME WALL PLANE WITHIN A SPACE ADJUST THE STUD WALL

LOCATION AS NECESSARY TO ALIGN THE OUTSIDE FACE OF FINISH.

20. ALL INTERIOR WALLS TO HAVE ACOUSTIC INSULATION.

21. FULL HEIGHT WALLS TO BE SEALED ON BOTH SIDES WITH ACOUSTIC SEALANT AT CEILING, BASE, ELECTRICAL AND ALL PENETRATIONS. PARTIAL HEIGHT WALLS TO BE SEALED ON ONE SIDE WITH ACOUSTIC SEALANT AT CEILING AND BASE. PARTIAL HEIGHT WALLS TO ALSO BE SEALED WITH ACOUSTIC SEALANT AT ELECTRICAL AND ALL

PENETRATIONS.

22. PROVIDE DEFLECTION TRACK PER STRUCTURAL REQUIREMENTS.

23. FIRE RATED PARTITIONS TO COMPLY WITH DETAILING AND COMPONENTS OF TESTED ASSEMBLY

24. SIDES OF DOOR OPENINGS TO BE A MINIMUM OF 6" FROM NEAREST PERPENDICULAR PARTITION, UON.

BY OWNER OR OWNER / GC:

B. SECURITY: ACCESS CONTROL / CARD READERS / CAMERAS - GC TO INSTALL JBOX W/ PULL AND ELEC DOOR

HARDWARE AT LOCATIONS SHOWN IN DRAWINGS.

C. AUDIO / VIDEO (AV): AV TO BE OFOI - GC TO INSTALL AV BOXES AND JBOX W/ PULL AND BLOCKING FOR FUTURE TV

INSTALL AT LOCATIONS SHOWN IN DRAWINGS.

D. SIGNAGE: OFOI PER ACS / SOA STANDARDS, SHOWN IN DRAWINGS FOR REFERENCE ONLY.

E. FURNITURE (FF&E): OFOI, SHOWN IN DRAWINGS FOR REFERENCE ONLY.

DEFERRED SUBMITTALS:

A. FIRE PROTECTION: SPRINKLERS AND FIRE ALARM

Th e

C o p yr ig 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:

Project No.:

Title

Scale:

NUMBER:

/2

/2

:1 :0

A

M

12" = 1'-0"

St a n te c A rc h ite c tu re

In c

C S tr e e t

Su it e

A n c h o ra g e

-5

Te l:

(9 7)

6-w w w

.s ta n te c .c o m

P a lm e r C o u rt h o u se R e n o v a ti o n

E xp a n si o n

A la sk a

C o u rt

S ys te m

E

A

ST

D A

H

LI

A A

V E N

U E

P A

LM

E R

2014331970

G0-003

SYMBOLS /

ABBREVIATIONS /

GENERAL NOTES

# NUMBER, POUNDS

% PERCENT

& AND

' FEET, MINUTES

'' INCH, SECONDS

@ AT

Ø DIAMETER

℄ CENTER LINE

A

A/C AIR CONDITIONING

ACC ACCESSIBLE

ACT ACOUSTICAL CEILING TILE

ADA, ADAAG AMERICANS WITH DISABILITIES ACT

GUIDELINES

ADD ADDENDUM, ADDITIVE

ADJ ADJUSTABLE, ADJACENT

ADMIN ADMINISTRATION, ADMINISTRATIVE

AF ACOUSTICAL FAN BAFFLES

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AGL ABOVE GROUND LEVEL

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

AP ACCESS PANEL

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATELY, APPROXIMATE

ARCH ARCHITECT, ARCHITECTURAL

AUX AUXILARY

AV AUDIO VIDEO

AVG AVERAGE

AWI ARCHITECTURAL WOODWORK

INSTITUTE

AWP ACOUSTICAL WALL PANEL

B

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BLKHD BULKHEAD

BO BOTTOM OF

BOC BOTTOM OF CONCRETE

BOD BOTTOM OF DECK

BOS BOTTOM OF STEEL

BTU BRITISH THERMAL UNIT

C

CB CARPET BASE

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CFMF COLD-FORMED METAL FRAMING

CFOI CONTRACTOR FURNISHED OWNER

INSTALLED

CFT CERAMIC FLOOR TILE

CG CORNER GUARD

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUED

COORD COORDINATE

CORR CORRIDOR

CPT CARPET

CR CHAIR RAIL

CT CERAMIC TILE

CW CURTAIN WALL

CWT CERAMIC WALL TILE

D

D DEPTH, DEEP

DBL DOUBLE

DEMO DEMOLISH

DIA DIAMETER

DIM DIMENSION

DIST DISTANCE

DIV DIVISION, DIVIDE

DN DOWN

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING(S)

E

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELECT ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

ETC EC CETERA

EX, EXIST EXISTING

EXP EXPOSED TO STRUCTURE ABOVE

EXT EXTERIOR

F

FAC FACTORY FINISH

FBR FABRIC

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE & EQUIPMENT

FLR FLOOR

FO FACE OF

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FRG FIRE RATED GLAZING

FRP FIBERGLASS REINFORCED PLASTIC

FRT FIRE-RETARDANT TREATED

FT FEET

FV FIELD VERIFY

G

GA GAGE, GAUGE

GALV GALVANIZED

GB GRAB BAR

GEN GENERAL

GL GLASS

GLZ GLAZING, GLAZED

GWB GYPSUM WALL BOARD

GYP GYPSUM

GYP BD GYPSUM BOARD

H

HIWC HIGH IMPACT WALL COVERING

HM HOLLOW METAL

HORIZ HORIZONTAL

HPC HIGH PERFORMANCE COATING

HR HOUR, HOURS

HRDW, HW HARDWARE

HT HEIGHT

HVAC HEATING, VENTING & COOLING

I

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIMENSION, INSIDE DIAMETER

IG INSULATING GLASS

IN INCH, INCHES

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

IRWC IMPACT-RESISTANT WALL COVERING

ISG INSULATED SAFETY GLASS

J

JAN JANITOR

JT JOINT

L

L ANGLE, ANGLE SHAPE

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LF LINEAR FOOT OR LINOLEUM SHEET

LH LEFT HAND

LSD LIQUID SOAP DISPENSER

LT LIGHT

LVR LOUVER

M

M / MTL METAL

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKERBOARD

MBH MOP/BROOM HOLDER

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MEP MECHANICAL/ELECTRICAL/PLUMBING

MFR MANUFACTURER

MFR REC MANUFACTURER'S RECOMMENDATIONS

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MOD MODIFY

MP METAL PANEL

MTD MOUNTED, MOUNTING

MWK MILLWORK

N

N NORTH

NA NON APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER(S)

NOM NOMINAL

NTS NOT TO SCALE

O

OC ON CENTER

OCC OCCUPANCY

OD OUTSIDE DIAMETER/DIMENSION

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER INSTALLED

OH OVERHEAD

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

P

PC POLISHED CONCRETE

PERP PERPENDICULAR

PLAM, PL PLASTIC LAMINATE

PLUMB PLUMBING

PLYWD, PLY PLYWOOD

PNL PANEL

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISHED

PT PAINT, PAINTED

PTD PAPER TOWEL DISPENSER

R

RB RESILIENT OR RUBBER BASE

RCP REFLECTED CEILING PLAN

RE: REFERENCE

REBAR REINFORCING BAR

REF REFRIGERATOR

REINF REINFORCED, REINFORCEMENT

REQD REQUIRED

REV REVISION

RF RESILIENT FLOORING

RH RIGHT HAND, ROOF HATCH

RM ROOM

RO ROUGH OPENING

RSF RESILIENT SHEET FLOORING

RT RESILIENT TRANSITION

RTF RESILIENT TILE FLOORING

RTU ROOF TOP UNIT

RWS ROLLER WINDOW SHADE

S

S SOUTH

SA SELF-ADHERED

SC SOLID CORE, SEALED CONCRETE

SCHED SCHEDULE

SCR SHOWER CURTAIN ROD

SCWD SOLID CORE WOOD DOOR

SD SMOKE DETECTOR

SECT SECTION

SF SQUARE FEET, STOREFRONT

SG SAFETY GLASS

SGL SINGLE

SHT SHEET

SIM SIMILAR

SND SANITARY NAPKIN DISPENSER

SNDU SANITARY NAPKIN DISPOSAL UNIT

SQ SQUARE

SRF RUBBER FLOOR

SS STAINLESS STEEL

SSM SOLID SURFACE MATERIAL

STC SOUND TRANSMISSION CLASS

STL STEEL

STOR STORAGE

STRUCT STRUCTURE, STRUCTURAL

SUSP SUSPENDED

SYM SYMETRICAL

T

TB TACKBOARD, CERAMIC TILE BASE

TC TOILET COMPARTMENTS

TEL TELEPHONE

TG TEMPERED GLASS

THRU THROUGH

TLT TOILET

TO TOP OF

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL FRAMING

TP TOILET PARTITION

TPD TOILET PAPER DISPENSER

TYP TYPICAL

U

UL UNDERWRITER'S LABORATORY

UON, UNO UNLESS OTHERWISE NOTED

UPS UN-INTERRUPTIBLE POWER SUPPLY

UR URINAL

UR SCRN URINAL SCREEN

UTIL UTILITY

V

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VOL VOLUME

VR VAPOR RETARDER

W

MRGWB MOISTURE RESISTANT GYPSUM

WALLBOARD

W WIDTH, WEST

W/ WITH

W/O WITHOUT

WB WINDOW BLINDS

WC WALL COVERING

WD WOOD / WOOD VENEER

WDW WINDOW

WP WALL PANEL

WT WEIGHT

D

ES

IG

N

D

EV

EL

O

P M

EN

T

5.

.1

C

O N

ST

R

U C

TI

O

N D

R A

W

IN

G S

5.

.1

C

O N

ST

R

U C

TI

O

N D

O C

U M

EN

TS

6.

COIN

SLOT

SANITARY NAPKIN

/ TAMPON VENDOR

MIRROR

@ CNTR OR LAV

SOAP

DISPENSER

SHELF FEC OR FHV

CABINET

NOTES:

ALL TOILET ROOM ACCESSORIES:

AT LEAST ONE OF EACH TYPE TO BE LOCATED ON AN ACCESSIBLE ROUTE. ALL OPERABLE

PARTS, INCLUDING COIN SLOTS, SHALL BE AT 40IN (1016MM) MAXIMUM ABOVE FINISH FLOOR

OPERABLE PARTS:

CLEAR FLOOR SPACE (CFS) SHALL BE PROVIDED AND THE OPERABLE PARTS SHALL BE

PLACED WITHIN ONE OR MORE OF THE REACH RANGES. OPERABLE PARTS SHALL BE

OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR

TWISTING OF THE WRIST. THE FORCE TO ACTIVATE OPERABLE PARTS SHALL BE 5LBS (22.2N)

MAXIMUM.

PAPER TOWEL

DISPENSER

TOILET ROOM

PAPER TOWEL

DISPENSER WITH

WASTE RECEPTACLE

SEAT COVER

DISPENSER

BABY CHANGING

STATIONS

11B-226.4 SHALL NOT BE LOCATED

IN TOILET COMPARTMENTS WITHIN

A MULTIPLE ACCOMMODATION

TOILET FACILITY

MIRROR

NOT @

CNTR OR LAV

R E

F

LE

C T

IV

E

S U

R F

A C

E

M

A X

B O

T T

O M

E D

G E

O F

R E

F

LE

C T

IV

E

S U

R F

A C

E

M

A X

B O

T T

O M

E D

G E

O F

FINISH FLOOR

MIRROR

FULL LENGTH

FORWARD REACH RANGES

FR-U FORWARD REACH-UNOBSTRUCTED

HIGH FORWARD REACH 48IN (1219MM) MAX

LOW FORWARD REACH 15IN (381MM) MIN

FR-O FORWARD REACH-OBSTRUCTED

48IN (1219MM) MAX WHERE REACH DEPTH IS 20IN (508MM) MAX

SIDE REACH RANGES

SR-U SIDE REACH-UNOBSTRUCTED

(CLR FLOOR AREA FOR PARALLEL APPROACH)

EXCEPTION: 10IN (254MM) OBSTRUCTION DEPTH MAX ALLOWABLE

HIGH SIDE REACH 48IN (1219MM) MAX

LOW SIDE REACH 15IN (381MM) MIN

SR-O SIDE REACH-OBSTRUCTED

(CLR FLOOR AREA FOR PARALLEL APPROACH)

(OBSTRUCTION HEIGHT 34IN (864MM) MAX AND DEPTH 24IN (610MM) MAX)

48IN (1219MM) MAX WHERE REACH DEPTH IS 10IN (254MM) MAX

46IN (1219MM) MAX WHERE REACH DEPTH EXCEEDS 10IN (254MM),

MAX REACH DEPTH 24IN (610MM)

COAT HOOKS

ACCESSIBLE

O N

E O

F T

H E

R E

A C

H R

A N

G E

S

S H

A

LL

B E

L O

C A

T E

D W

IT

H

IN

COAT HOOKS

NON ACCESSIBLE

M

A X

F O

R M

A X

R E

A C

H A

T C

N T

R S

E

V

IE

W P

R O

JE

C

T S

P E

C

IF

IC

L

O C

A T

IO

N

S

ANSI A117.1-2017 SECTIONS 308, 309, & 603

60 MIN

432-457

17-18

M

IN

NOTES:

1. REQUIRED CLEARANCES AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER

CLOSET, ASSOCIATED GRAB BARS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT OTHER FIXTURES AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED

WATER CLOSET CLEARANCE.

(CFS)

DOOR PERMITTED TO SWING

OVER HATCHED PORTION OF

MANEUVERING SPACE

SINGLE USE TOILET ROOM

1. COMPLIANT TURNING SPACES SHALL BE PROVIDED WITHIN THE ROOM.

2. REQUIRED CLEAR FLOOR SPACES, CLEARANCES AT FIXTURES, AND TURNING SPACE SHALL BE

PERMITTED TO OVERLAP.

3. DOOR SWING: DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED

FOR ANY FIXTURE. DOORS TO ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL BE PERMITTED TO ENCROACH INTO THE TURNING SPACE WITHOUT LIMITATION. OTHER THAN DOORS TO ACCESSIBLE WATER CLOSET COMPARTMENTS, A DOOR, IN ANY POSITION, SHALL BE PERMITTED TO ENCROACH INTO THE TURNING SPACE BY 12IN (305MM) MAXIMUM. EXCEPTION: WHERE THE TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE 48IN (1219) X 30IN (762MM) IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, DOORS SHALL BE PERMITTED

TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE.

4. ACCESSORIES: WHERE TOWEL OR SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, OR OTHER ACCESSORIES ARE PROVIDED IN TOILET FACILITIES, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 40IN (1016MM)

MAXIMUM ABOVE THE FINISH FLOOR.

18 MIN

M

IN(CFS)

EXCEPTION FOR INDIVIDUAL USE:

CLEAR FLOOR SPACE

REVIEW PLACEMENT OF ALL ACCESSORIES

TO MEET CLEARANCES IN THE SPACE

ANSI A117.1-2017 SECTIONS 603 & 604

SIDE WALL AT WATER CLOSETSREAR WALL AT WATER CLOSETS

NOTES:

WATER CLOSET:

1. SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17IN (432MM) MINIMUM AND 19IN

(783MM) MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN

TO A LIFTED POSITION. SEATS SHALL BE 2IN (51MM) HIGH MAXIMUM

2. GRAB BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE

REAR WALL. WHERE SEPARATE GRAB BARS ARE REQUIRED ON ADJACENT WALLS AT A COMMON

MOUNTING HEIGHT, AN L-SHAPED GRAB BAR COMPLIANT WITH THE DIMENSIONAL REQUIREMENTS

SHALL BE PERMITTED.

3. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL BE COMPLIANT WITH OPERABLE PARTS REQUIREMENTS. (11B-309), EXCEPT THEY SHALL BE LOCATED 44IN (1118MM) MAXIMUM ABOVE THE FLOOR. FLUSH CONTROLS SHALL BE LOCATED ON

THE OPEN SIDE OF THE WATER CLOSET.

12 MAX

42 MIN

54 MIN

24 MIN

36 MIN

TRANSFER

SIDE

24 MIN

12 MIN

- 9

T O

P O

F B

178-229 7 - 9

M

IN

TO

O

UT

ET

(TPD)

1/

M

IN

ANSI A117.1-2017 SECTION 604

ACCESSORIES:

1. WHERE TOWEL OR SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, OR OTHER ACCESSORIES ARE

PROVIDED IN TOILET FACILITIES, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 40IN (1016MM) MAXIMUM ABOVE THE

FINISH FLOOR.

2. TOILET PAPER DISPENSERS (TPD): SHALL NOT BE LOCATED BEHIND THE GRAB BAR AND SHALL NOT BE OF A

TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW.

3. COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE COMPLIANT REACH RANGES

4. SHELVES SHALL BE LOCATED 40IN (1016MM) MINIMUM AND 48IN (1219MM) MAXIMUM ABOVE THE FINISHED

FLOOR.

5. BABY CHANGING TABLES SHALL COMPLY WITH WORK SURFACES AND OPERABLE PARTS SHALL COMPLY

WITH CLEAR FLOOR SPACE AND REACH RANGES. THEY SHALL NOT OBSTRUCT THE REQUIRED WIDTH OF AN ACCESSIBLE ROUTE BY MORE THAN 4IN (102MM) AND SHALL NOT BE LOCATED IN ACCESSIBLE TOILET

COMPARTMENTS WITHIN A MULTIPLE ACCOMMODATION TOILET FACILITY.

GRAB BARS CLEARANCES

1/

M

IN

M

IN

P R

O

JE

C T

IN

G

O B

JE

C

T S

R E

C E

S S

E D

O B

JE

C

T S

DRINKING FOUNTAIN SPOUT

LOCATION & DEPTH

NOTES:

1. SCOPE MINIMUM NUMBER: NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. LOW

FOR WHEELCHAIR ACCESS AND ONE FOR STOOPING/BENDING DIFFICULTY. EXCEPTION: WHERE A

SINGLE DRINKING FOUNTAIN COMPLIES WITH SECTION 602.1 THROUGH 602.9 , IT SHALL BE

PERMITTED TO BE SUBSTITUTED FOR TWO SEPARATE DRINKING FOUNTAINS.

2. CLEAR FLOOR SPACE: POSITIONED FOR A FORWARD APPROACH AND CENTERED ON THE UNIT

SHALL BE PROVIDED. KNEE AND TOE CLEARANCE SHALL BE PROVIDED.

3. OPERABLE PARTS: SHALL COMPLY WITH OPERABLE PARTS REQUIREMENTS. THE FLOW OF WATER

SHALL BE ACTIVATED BY A MANUALLY OPERATED SYSTEM THAT IS FRONT MOUNTED OR SIDE

MOUNTED AND LOCATED WITHIN 6 IN (152MM) OF THE FRONT EDGE OF THE FOUNTAIN OR AN

AUTOMATIC ELECTRONICALLY CONTROLLED DEVICE.

5. WATER FLOW: THE SPOUT SHALL PROVIDE A FLOW OF WATER 4IN (102MM) HIGH MINIMUM AND SHALL BE LOCATED 5IN (127MM) MAXIMUM FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT.

WHERE SPOUTS ARE LOCATED LESS THAN 3IN (76MM) OF THE FRONT OF THE UNIT, THE ANGLE OF

THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN

3IN (76MM) AND 5IN (127MM) MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER

STREAM SHALL BE 15 DEGREES MAXIMUM.

6. PEDESTRIAN PROTECTION: ALL DRINKING FOUNTAINS SHALL EITHER BE LOCATED COMPLETELY WITHIN ALCOVES, POSITIONED COMPLETELY BETWEEN WING WALLS, OR OTHERWISE POSITIONED

SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE PROTECTED AREA WITHIN WHICH A

DRINKING FOUNTAIN IS LOCATED SHALL BE 32 IN (813MM) WIDE MINIMUM AND 18 IN (457MM) DEEP MINIMUM, AND SHALL COMPLY WITH MANEUVERING CLEARANCES FOR ALCOVES. WHEN USED, WING

WALLS OR BARRIERS SHALL PROJECT HORIZONTALLY AT LEAST AS FAR AS THE DRINKING

FOUNTAIN AND TO WITHIN 6 IN (152MM) VERTICALLY FROM THE FLOOR OR GROUND SURFACE.

15 1/2

DRINKING FOUNTAIN ALCOVE

FORWARD

APPROCAH

15 MIN

5 MAX 457-483

18 - 19

DF HIGH

DF LOW

(CFS)

ANSI A117.1-2017 SECTION 602

DRINKING FOUNTAIN

TOE & KNEE CLEARANCES

KNEE

SPACE

SLOPE

6:1

8 MIN

483 - 635

19 -25

11 MIN

M

IN 91

M

A X

TOE

SPACE

TOE SPACE

KNEE SPACE

to to

ST

AN

DI

NG

W

HE

EL

CH

AI

R

SINK CLEARANCELAVATORY CLEARANCE

- 4

BUILT-IN WORKSTATION

- 6

- 6

TO

E

CL

R

TO

E

CL

R

TO

E

CL

R

T Y

P C

N T

NOTES:

1. COUNTER DEPTHS ARE FOR CODE REFERENCE ONLY, REFER TO PLANS FOR ADDITIONAL INFORMATION

2. CLEAR FLOOR SPACE (CFS) 30IN X 48IN (762MM X 1219MM)

3. A CLEAR FLOOR SPACE POSITIONED FOR FORWARD APPROACH COMPLYING WITH KNEE AND TOE

CLEARANCES SHALL BE PROVIDED. EXCEPTION: A PARALLEL APPROACH SHALL BE PERMITTED TO A KITCHEN SINK IN A SPACE WHERE A COOK TOP OR CONVENTIONAL RANGE IS NOT PROVIDED AND TO WET

BARS.

4. MINIMUM WIDTH FOR TOE AND KNEE CLEARANCE IS 30IN (762MM)

5. GENERAL CONDITIONS NOT DIAGRAMED ABOVE TOE CLEARANCE IS 9IN (229MM) HIGH AND EXTENT 17IN

(432MM) MINIMUM UNDER THE ELEMENT, AND 25IN (635MM) DEEP MAX.

5. SPACE EXTENDING GREATER THAN 6IN (152) BEYOND THE AVAILABLE KNEE CLEARANCE AT 9IN (229MM)

ABOVE THE FINISH FLOOR OR GROUND SHALL NOT BE CONSIDERED TOE CLEARANCE.

6. LAVATORIES: AT LEAST 10 PERCENT BUT NOT FEWER THAN ONE SHALL BE COMPLAINT AND SHALL NOT BE

LOCATED IN A TOILET COMPARTMENT

7. DINING SURFACES AND WORK SURFACES: AT LEAST 5 PERCENT OF THE SEATING AND STANDING SPACES

AT THE DINING SURFACES SHALL BE COMPLIANT. WORK SURFACES FOR USE BY OTHER THAN EMPLOYEES, AT LEAST 5 PERCENT SHALL BE COMPLAINT.

(CFS)

(CFS)

(CFS)

LOCATIONS SUCH AS BUT NOT

LIMITED TO: OPEN COUNTERS

LOCATIONS SUCH AS BUT NOT

LIMITED TO: RESTROOMS, EXAM

LOCATIONS SUCH AS BUT NOT

LIMITED TO: BREAK ROOMS

ANSI A117.1-2017 SECTIONS 306, 606, & 902

R

IM

O R

C N

T R

S U

R F

A C

E

4)

M A

X

KNEE

SPACE

8 MIN

M

IN

7)

M

IN

LAVATORY CLEARANCES:

R

IM

O F

S

IN

K

C N

T R

S U

R F

A C

E

4)

M A

X

KNEE

SPACE

M

IN

6)

M

IN

SINK CLEARANCES:

- 8

KNEE

SPACE

M

IN

6)

DINING/WORK SURFACE CLEARANCES

TOE

SPACE

25 MAX

483 - 635

19 - 25 483 - 635

19 - 25

SLOPE

6:1 SLOPE

6:1

8 MIN

MAX SINK DEPTH 165

25 MAX

432 - 483

17 - 19

11 MIN

MAX FORWARD REACH

25 MAX

483 - 635

19 - 25

11 MIN

TOE

SPACE

TOE SPACE

KNEE SPACE

TOE SPACE TOE SPACE

TOE

SPACE

KNEE SPACE

M

IN

6)

KNEE SPACE

Th e

C o p yr ig 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:

Project No.:

Title

Scale:

NUMBER:

/2

/2

:1 :0

A

M

As indicated

St a n te c A rc h ite c tu re

In c

C S tr e e t

Su it e

A n c h o ra g e

-5

Te l:

(9 7)

6-w w w

.s ta n te c .c o m

P a lm e r C o u rt h o u se R e n o v a ti o n

E xp a n si o n

A la sk a

C o u rt

S ys te m

E

A

ST

D A

H

LI

A A

V E N

U E

P A

LM

E R

2014331970

G0-004

MOUNTING HEIGHTS /

CLEARANCES

MOUNTING HEIGHTS

SINGLE USER RESTROOMWATER CLOSETS, GRAB BARS AND ACCESSORIES DRINKING FOUNTAINS TOE & KNEE CLEARANCE

NOTE: PROJECT MAY NOT INCLUDE ALL SITUATIONS SHOWN ON THIS SHEET

D

ES

IG

N

D

EV

EL

O

P M

EN

T

5.

.1

C

O N

ST

R

U C

TI

O

N D

R A

W

IN

G S

5.

.1

C

O N

ST

R

U C

TI

O

N D

O C

U M

EN

TS

6.

CR

CRCR

C R

OCCUPANCY TYPE LEGEND

Accessory Storage Areas, Mechanical Equipment Rooms

Assembly - Unconcentrated (Tables and Chairs)

Business Areas144 SF 1/300

MECH.

ACCES.

49 SF

1/300

ELECT.

ACCES.

49 SF

1/300

JANITOR

ACCES.

1,050 SF

1/15

JURY ASSEM.

ASSEMBLY

87 SF

1/100

RESTROOM

B

85 SF

1/100

RESTROOM

B

362 SF

1/100

CORRIDOR

B

34 SF

1/300

STORAGE

ACCES.

33 SF

1/300

CLOSET

ACCESS.

86'-0"OA

10'-0"

0.20

0.20

INCREASED OCCUPANT LOAD FROM

MODULAR EXPANSION AND

CONNECTOR SHOWN AT THIS DOOR

TRUE

NORTH

A8-202M

C1

A8-202M

C4

FEC

COMMON PATH OF TRAVEL.

TOP NUMBER INDICATES OVERALL (OA) EGRESS DISTANCE.

BOTTOM NUMBER INDICATES COMMON PATH DISTANCE

ALTERNATE ROUTE (SECOND MEANS)

EGRESS PATH

75'-3"OA

175'-3"OA

80'-2"

EXIT SIGN

FIRE EXTINGUISHER CABINET - RECESSED

SEE DETAIL A1/A8-101M

1 HOUR RATED PARTITION

AREA OF SPACE: GSF=GROSS

SQUARE FEET, NSF= NET SQUARE

FEET

150_SF

1/15

R-2

AREA NAME

NUMBER OF OCCUPANTS IN SPACE

AREA NAME

LOAD FACTOR: SQUARE FEET PER

PERSON

CBC OCCUPANCY CLASSIFICATION

W Y X

Z

EGRESS COMPONENT TAG:

W = CLEAR EGRESS WIDTH OF LIMITING COMPONENT IN INCHES

X = "OCCUPANT LOAD SERVED"

NUMBER OF OCCUPANTS USING EXIT

Y = MAX. NUMBER OF OCCUPANTS EXIT CAN ACCOMODATE

(CLEAR EGRESS WIDTH / EGRESS CAPACITY FACTOR)

Z = EGRESS CAPACITY FACTOR

(INCHES PER OCCUPANT) PER CBC SECTION 1005

CODE COMPLIANCE PLAN LEGEND

AREA TAG:

DOOR WITH PANIC HARDWARE

SEE DOOR SCHEDULE

PH

EXISTING PARTITION - RATING NOT SHOWN

ALASKA

COURTHOUSE

PALMER STATE

OFFICE BLDG.

KEY PLAN

AREA OF

EXPANSION

Th e

C o p yr ig 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:

Project No.:

Title

Scale:

NUMBER:

/2

/2

:1 :0

A

M

As indicated

St a n te c A rc h ite c tu re

In c

C S tr e e t

Su it e

A n c h o ra g e

-5

Te l:

(9 7)

6-w w w

.s ta n te c .c o m

P a lm e r C o u rt h o u se R e n o v a ti o n

E xp a n si o n

A la sk a

C o u rt

S ys te m

E

A

ST

D A

H

LI

A A

V E N

U E

P A

LM

E R

2014331970

A0-101M

CODE COMPLIANCE

3/16" = 1'-0"A0-101M

A1

LIFE SAFETY PLAN -

NEW JURY

ASSEMBLY ADDITION

Area Schedule (Life Safety) - Occupant Load

ROOM NAME Code Floor Area per Occ Area Occupant Load

LEVEL 1 M

CLOSET 300.00 SF 33.05 SF 0.11

CORRIDOR 100.00 SF 362.34 SF 3.62

ELECT. 300.00 SF 49.35 SF 0.16

JANITOR 300.00 SF 48.58 SF 0.16

JURY ASSEM. 15.00 SF 1050.16 SF 70.01

MECH. 300.00 SF 143.68 SF 0.48

RESTROOM 100.00 SF 86.85 SF 0.87

RESTROOM 100.00 SF 85.35 SF 0.85

STORAGE 300.00 SF 33.94 SF 0.11

LEVEL 1 M: 9 76.38

Palmer Code Summary, Alaska Building Code 2015 & Existing Building Code

• Chapter 3

• Occupancy

• Courthouse: B Occupancy – Main Occupancy

• PSOB: B Occupancy

• Chapter 5

• Construction type

• Palmer Courthouse: Type V one-hour, wood frame

• Connector: Type V one-hour, wood frame

• State office Building: Type V one-hour, wood frame

• Addition to state office building: Type V-A

• Allowable Building Height in Feet

• New addition is fully Sprinkler – 70’

• Table 504.4 Allowable number of Stories above grade plane

• A-3 & B Occupancies

• A-3, sprinkler: 3 stories

• B, sprinkler: 4 stories

• Table 507.4 Sprinklered One-Story Buildings - Allowable area

• Unlimited area in B occupancy with sprinkler system.

• Chapter 6

• See table 601 for ratings of building elements.

• Primary structural frame – 1-hour

• Bearing walls – 1-hour

• Floor construction – 1-hour

• Roof construction – 1-hour

• Chapter 7

• 705.5 Exterior Wall rating based on distance Group A-3

• X<5 : 1-Hour

• 5<X<10 : 1-Hour

• 10<X<30 : 0-Hour

• X>30 : 0-Hour

• Chapter 9

• 913.2.1 Fire Pump rooms are 2-hour fire barrier

• Chapter 10

• Table 1006.2.1, Spaces with one exit or exit access doorway

• A: CPT 75’.

• B: CPT 100’

• Table 1006.3.2 Minimum Number of Exits or access to exits

• 1-500 = 2 exits

• 501-1000 = 3 exits

• >1000 = 4 exits

• Table 1017.2 Exit Access Travel Distance

• A: 300’ (Sprinkler)

• Table 1020.2 corridor fire rating

• A: 0-hour (Sprinkler)

• 1020.3 Minimum corridor width

• 44”

• 1020.5 Dead Ends: 20’

• 1028.2 Exit discharge

• ≤50% of exits can use exception for not going directly outside.

PLUMBING FIXTURE COUNTS TABLE 422.1, 2015 UPC

A-3 OCCUPANCY

REQUIRED FIXTURES:

WATER CLOSETS: MALE 1, FEMALE 2

URINALS: 1

LAVATORIES: MALE 1, FEMALE 1

DRINKING FOUNTAINS: 1

PROVIDED FIXTURES IN THIS AREA:

WATER CLOSETS: MALE 1, FEMALE 1

URINALS: 1

LAVATORIES: MALE 1, FEMALE 1

DRINKING FOUNTAINS: 2

FIXTURES PROVIDED IN OTHER AREAS:

WATER CLOSETS: MALE 0, FEMALE 1

URINALS: 1

LAVATORIES: MALE 0, FEMALE 0

DRINKING FOUNTAINS: 0

TOTAL FIXTURES PROVIDED:

WATER CLOSETS: MALE 1, FEMALE 2

URINALS: 1

LAVATORIES: MALE 1, FEMALE 1

DRINKING FOUNTAINS: 1

ADDITIONAL RESTROOM ARE PROVIDED IN THE

CONNECTOR DRAWINGS. PER THE 2008 RENOVATION

DRAWINGS, 14 EXTRA FIXTURES WERE PROVIDED

BEYOND WHAT IS REQUIRED BY THE CODE.

CODES IN EFFECT (PER CITY OF PALMER)

• 2015 INTERNATIONAL BUILDING CODE

• 2015 INTERNATIONAL EXISTING BUILDING CODE

• 2015 INTERNATIONAL MECHANICAL CODE

• 2014 NATIONAL ELECTRIC CODE

• 2015 UNIFORM PLUMBING CODE

• 2015 INTERNATIONAL FIRE CODE, 20XX EDITION

• 2015 INTERNATIONAL ENERGY CONSERVATION CODE

• LOCAL AMENDMENTS LISTED IN PALMER MUNICIPAL CODE TITLE 15

BUILDINGS & CONSTRUCTION

• ICC/ANSI A117.1-2009 AMERICAN NATIONAL STANDARD - ADA

PROJECT DESCRIPTION

THIS ADDITION IS PART OF THE EXISTING B OCCUPANCY,

UNLIMITED AREA, TYPE V, 1-HOUR RATED OFFICE

BUILDING.

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PSOB LEVEL 1

EXISTING DECOMMISSIONED HELIPORT

EXISTING CONCRETE PATH TO BE REMOVED.

ACCESSIBLE PATH OF TRAVEL TO ACCESSIBLE

ENTRANCE. SEE CIVIL DRAWINGS FOR PATH TO

ACCESSIBLE PARKING

EXIT DIRECTLY TO GRADE

ALL BUILDINGS ARE 60' OR MORE FROM THIS

ADDITION. SEE CIVIL DWGS & CODE SHEET FOR

MORE INFORMATION.

SEE CIVIL DRAWINGS FOR SITE WORK

EXISTING DOOR AND FRAME TO BE REMOVED AND REPLACED

ALASKA

COURTHOUSE

PALMER STATE

OFFICE BLDG.

KEY PLAN

AREA OF

EXPANSION

TRUE

NORTH

Th e

C o p yr ig 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:

Project No.:

Title

Scale:

NUMBER:

/2

/2

:1 :1

A

M

As indicated

St a n te c A rc h ite c tu re

In c

C S tr e e t

Su it e

A n c h o ra g e

-5

Te l:

(9 7)

6-w w w

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P a lm e r C o u rt h o u se R e n o v a ti o n

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A1-001M

ARCHITECTURAL SITE

PLAN

1" = 10'-0"A1-001M

A1 NEW JURY ASSEMBLY ADDITION ARCHITECTURAL SITE PLAN

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CRCR

C R

1044 SF

JURY ASSEMBLY

39 SF

JANITOR

112 SF

MECH.

37 SF

ELEC / IT

62 SF

W/C

61 SF

W/C

21 SF

STORAGE

4A6-1

M1 M2 M3 M4

MA

MB

MC

CORRIDOR

10'-8" 9'-3 3/4" 10'-8"

'-3

'-4

/4

6' -1

3/

4" 7'

-2

/4

3' -1

/4

7' - 10 3/4" 6' - 5" 8"

/4

3/

4"

8' -0

'-1

1/ 2"

4' -0

3/

4"

3' -1

1/

2"

2'

2'

4' -0

3/

4" 3'

-1

1/ 2"

/4

1/

2"

'-0

'-0

5'

2'

2'

2'

2'

2'

4A6-1

4A6-1

4A6-1

1A6-0

4' - 8"

6'

'-1

3/

4"

4' - 4"

27' - 5"

5' - 4 1/2"

11 1/2" 6 3/4"

6'-3 1/4"

6 3/4"

11 1/2"

1A6-0

1' - 2 1/8"

4' - 8 1/2" 8' - 5 1/8" 6' - 10 3/4"

EQ EQ

EXISTING BUILDING

1'

6"

21 SF

STORAGE

A1-201M

A1

A8-202M

C4

1'-2 1/4" 11"

8'-2" 5" 5" 8'-2" 10 3/4"

1'-2 1/4"

1A6-0

A3-101M

C4_______

A3-101M

C4_______

M1 M2 M3 M4

MA

MB

MC

A2-101M

B1

A 2-

1M

A

A 2-

1M

B

A2-101M

A1

A3-101M

A4_______

A3-101M

A4_______

JURY ASSEMBLY

JANITOR

MECH.

ELEC / IT

W/C

W/C

STORAGE

3 4

WALL MOUNTED SCREEN OFCI,

SEE INTERIOR ELEVATIONS

CORRIDOR

6B

6A

A1-201M

A1

A3-101M

C2_______

A3-101M

C2_______

6C

A3-101M

C1_______

A3-101M

C1_______

A3-201M

A1_______

STORAGE

SF-1

SF-1

SF-3

SF-2

SF-4

SF-4

SF-4

WINDOW TYPE 1 ABOVE, SEE

WINDOW TYPES AND ELEVATIONS

CARD READER, SEE ELECT

PROVIDE SHELF AND POLE

A2-201M A3B3

B1

A1

4" SEISMIC JOINT

VRF UNITS, SEE MECH

CONCRETE UTILITY PAD,

SEE CIVIL

CONCRETE SIDEWALK, SEE CIVIL

A8-203M

A1

A8-202M

C1

EXISTING BUILDING

A3-101M

A1_______

A3-101M

A1_______

A3-102M

A1_______

A3-102M

A1_______

CG

CG

CG

A8-202M

C4

CG

CG

CG

A9-101M

D1

A8-203M

A3

A8-203M

A3

OPP

OPP CHASE SIM

EXISTING 4" SEISMIC JOINT (FIELD VERIFY)

MECHANICAL EQUIPMENT. SEE MECH. DWGS.

GUARD RAIL AT BASE OF WALL. SEE A8-201M AND ELEVATIONS

A3-101M

C4_______

A3-101M

C4_______

M1 M2 M3 M4

MA

MB

MC

A3-101M

A4_______

A3-101M

A4_______

3:12

A3-101M

C2_______

A3-101M

C2_______

7:12 7:12

A3-101M

C1_______

A3-101M

C1_______

A3-201M

A1_______

A8-204M C1

A8-204M A3

PLUMBING VENT, SEE MECH

EXHAUST FAN, SEE MECH

EXISTING BUILDING

ROOF TYPE 1

ROOF TYPE 2

PLUMBING VENT, SEE MECH.

ALL ROOF PENETRATIONS TO

BE PAINTED CUSTOM COLOR

TO MATCH ROOF PANELS.

A3-101M

A1_______

A3-101M

A1_______

A3-102M

A1_______

A3-102M

A1_______

NEW SLOPED 4"

SEISMIC JOINT W/

COVER

BOILER FLUES, SEE MECH

BOILER COMBUSTION

AIR INTAKES

CENTER ROOFING PANEL

ON ROOF MID POINT

PROVIDE TRIMMED METAL

ROOFING PANEL ENDS ON

GABLE ENDS

SUPPLY AIR INTAKE, SEE MECH

(E) PARAPET TO REMAIN

(E) SEISMIC JOINT TO REMAIN

PROVIDE NEW

SEISMIC JOINT

TRANSITION

RE-BUILT PARAPET

PALMER STATE

OFFICE BLDG.

AREA OF

EXPANSION

KEY PLAN

1. ALL PARTITIONS ARE 1A6-0 UNLESS NOTED OTHERWISE.

2. ALL DIMENSIONS ARE TO FACE-OF-STUD, GRIDLINE, OR ROUGH OPENING UNLESS

NOTED OTHERWISE.

3. ALL DOORS ARE 6" FROM ADJACENT HINGE-SIDE WALL F.O. FINISH TO DOOR, UNLESS

DIMENSIONED OTHERWISE.

4. SEE ENLARGED PLANS FOR ADDITIONAL DIMENSIONS & INFORMATION.

5. SEE WALL SECTIONS FOR MORE INFORMATION ON EXTERIOR WALLS.

6. PROVIDE CONTROL JOINTS IN GWB PARTITIONS LONGER THAN 30'-0"

7. PROVIDE IN-WALL BLOCKING / STRAPPING AS REQUIRED FOR ATTACHMENT OF ALL

WALL HUNG / MOUNTED CASEWORK, SHELVING, OR RAILS, INCLUDING HARDWARE /

ACCESSORIES.

8. PROVIDE FIRE EXTINGUISHERS (WITH CABINETS) IN QUANTITIES AND LOCATIONS ON

DRAWINGS, BUT IN NO CASE LESS THAN AMOUNT REQUIRED BY CODE.

9. SEE SHEET A9-101M FOR PARTITION TYPES.

10. SEE FINISH PLAN FOR ADDITIONAL ITEMS AND INFORMATION.

GENERAL NOTES - FLOOR PLAN

TRUE

NORTH

Th e

C o p yr ig 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

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.D D

A

2 3 4 5

B

C

D

Permit/Seal

C o n su lt a n t

Revision:

Project No.:

Title

Scale:

NUMBER:

/2

/2

:1 :1

A

M

As indicated

St a n te c A rc h ite c tu re

In c

C S tr e e t

Su it e

A n c h o ra g e

-5

Te l:

(9 7)

6-w w w

.s ta n te c .c o m

P a lm e r C o u rt h o u se R e n o v a ti o n

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2014331970

A1-101M

NEW FLOOR & ROOF

PLANS

1/8" = 1'-0"A1-101M

B4

NEW FLOOR PLAN DIMENSIONS &

PARTITIONS

1/8" = 1'-0"A1-101M

B2 NEW FLOOR PLAN KEYS & NOTES

1/8" = 1'-0"A1-101M

B1 NEW ROOF PLAN

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A3-101M

C4_______

A3-101M

C4_______

M1 M2 M3 M4

MA

MB

MC

A3-101M

A4_______

A3-101M

A4_______

GYP. 9' - 0"

GYP. 9' - 0"

GYP. 9' - 0"

GYP. 9' - 0"

GYP. 9' - 0"GYP. 9' - 0"

A3-101M

C2_______

A3-101M

C2_______

3.5/12 SLOPE 3.5/12 SLOPE

W/C

W/C

JURY ASSEMBLY

CORRIDOR

MECH.

ELEC / IT

JANITOR

ACOUSTIC FELT BAFFLE CEILING

TREATMENT, SEE ENLARGED RCP PLAN AND

INTERIOR ELEVATIONS

A3-101M

C1_______

A3-101M

C1_______

V .I.

F

5'

/8

A1-102M

B1

RECESSED CEILING LIGHTS, CENTER IN HALLWAY, SEE

ELECT. COORDINATE WITH MECH DIFFUSER

RECESSED CEILING LIGHT, CENTER IN ROOM, SEE ELECT.

COORDINATE WITH MECH VENT.

RECESSED CEILING LIGHT, CENTER IN ROOM, SEE ELECT.

COORDINATE WITH MECH VENT

PENDANT CEILING LIGHTS, CENTER IN SLOPED CEILING

PORTION, SEE ELECT.

3.5/12

SLOPE

3.5/12

SLOPE

RECESSED CEILING LIGHTS,

SEE ELECT

3.5/12

SLOPE

WALL MOUNTED LIGHT FIXTURES, SEE

ELECT.

SLOPED GWB MOUNTED ON BOTTOM OF

ROOF RAFTERS AS PART OF RATED ROOF

ASSEMBLY

SLOPED GWB MOUNTED ON

BOTTOM CHORD OF

CATHEDRAL TRUSS, AS PART

OF RATED ROOF ASSEMBLY

SLOPED GWB MOUNTED ON

BOTTOM CHORD OF

CATHEDRAL TRUSS, AS PART

OF RATED ROOF ASSEMBLY

1' - 0 7/8" 1' - 0 7/8"

1'

/8

PENDANT CEILING LIGHTS,

CENTER IN ROOM, SEE

ELECTRICAL

WALL MOUNTED EXTERIOR LIGHT, SEE ELECTRICAL, TYP.

LINEAR DIFFUSER, SEE MECH. DWGS. CONFIMR FINAL

LOCATION IS COORDINATED W/ LIGHTING AND

ACOUSTIC CEILING.

EXISTING BUILDING

A3-101M

A1_______

A3-101M

A1_______

A3-102M

A1_______

A3-102M

A1_______

5'

3' - 0"

PALMER STATE

OFFICE BLDG.

AREA OF

EXPANSION

KEY PLAN

CLG-3

CLG-3

CLG-3

CLG-3

CLG-3

CLG-3

CLG-3

CLG-3

CLG-3

CLG-3

CLG-3

CLG-3

CLG-3

CLG-3

CLG-3

CLG-3

CLG-5

CLG-5

CLG-5

CLG-5

CLG-5

CLG-5

CLG-5

CLG-5

CLG-5

CLG-5

CLG-5

CLG-5

CLG-4

CLG-4

CLG-4

CLG-4

CLG-4

CLG-4

CLG-4

CLG-4

CLG-4

CLG-4

CLG-4

CLG-4

CLG-4

CLG-4

CLG-4

CLG-4

CLG-2

CLG-2

CLG-2

CLG-2

CLG-2

CLG-2

CLG-2

CLG-2

CLG-2

CLG-2

CLG-2

CLG-2

CLG-2

CLG-5

LINEAR DIFFUSER CENTERED BETWEEN BAFFLE; (TYP OF 3

DIFFUSERS WHERE BAFFLES OCCUR), SEE MECH.

GC TO COORDINATE DIFFUSER WIDTH AND NET CLEAR

SPACE BETWEEN BAFFLES PRIOR TO DIFFUSER

INSTALLATION

PENDANT FIXTURES SEE ELECTRICAL.

CENTER PENDANT BETWEEN BAFFLES

LINEAR BAFFLE PATTERN NOTES:

• ALIGN CLG-3 WITH CLG-4 (BOTH ARE ALMOND COLOR). SPACING 12" O.C.

• ALIGN CLG-2 WITH CLG 5 (BOTH ARE EUCALYPTUS COLOR). SPACING 12" O.C.

• CLG-3/CLG-4 (ALMOND) SPACING FROM CLG-2/CLG-5 (EUCALYPTUS) WILL BE 6" O.C.

• BAFFLE COLORS WILL ALTERNATE BETWEEN ALMOND AND EUCALYPTUS.

• BAFFLE COLOR WILL BE CONTINUOUS ACROSS THE CEILING.

• BAFFLE HEIGHT WILL VARY ACROSS THE CEILING.

EX. CLG-3 IS 12" HIGH ALMOND COLORED BAFFLE ON THE WEST SIDE OF THE CEILING

CLG-4 IS 6" HIGH ALMOND BAFFLE ON THE EAST SIDE OF THE CEILING.

CLG-3 AND CLG-4 (BOTH ALMOND COLOR) WILL ALIGN ACROSS THE CEILING.

A1-102M

A1_______

A1-102M

A2_______

LEVEL 1 M

0' - 0"

CLG-3 (12" HIGH

ALMOND)

CLG-4 (6" HIGH

ALMOND)

CLG-4 FROM FP-1

6"

PLUMB CUT TOP ENDS

BUTT JOIN SAME COLORS

PLUMB CUT

BOTTOM

ENDS

PLUMB CUT

BOTTOM

ENDS

FP-1 (EUCALYPTUS) FP-2 (ALMOND)

LEVEL 1 M

0' - 0"

CLG-5 (6" HIGH

EUCALYPTUS)

CLG-2 (12" HIGH

EUCALYPTUS)

PLUMB CUT TOP ENDS;

BUTT JOINT

SAME COLOR

PLUMB CUT

BOTTOM ENDS

PLUMB CUT

BOTTOM ENDS

FP-1 (EUCALYPTUS)FP-2 (ALMOND)

CLG-5 FROM FP-2

6"

REFLECTED CEILING PLAN LEGEND

GYPSUM BOARD CEILING/SOFFIT

CEILING TYPE

CEILING TYPE KEY

CEILING HEIGHT AFF

4' LIGHT FIXTURE STRIP, CEILING MOUNTED

EXIT SIGN - CEILING MOUNTED

ARROWS INDICATE DIRECTION

EXIT SIGN - END MOUNTED

ARROWS INDICATE DIRECTION

EXIT SIGN - FACE MOUNTED

ARROWS INDICATE DIRECTION

S SPEAKER

SPRINKLER

OS

OCCUPANCY SENSOR

CEILING MOUNTED

SMOKE DETECTOR

ACT1 10' - 0"ACT1 10' - 0"

AREA NOT IN CONTRACT (NIC)

SUPPLY DIFFUSER, LINEAR

WINDOW TREATMENT

SECURITY CAMERA

RECESSED LIGHT FIXTURE

4' LIGHT FIXTURE STRIP, WALL MOUNTED

AXIOM PENDANT LIGHT FIXTURE, CEILING MOUNTED

EXTERIOR LIGHT FIXTURE

M

ACCESS PANEL FOR FIRE DAMPER,

18" X 18" OR 24" X 24"

1. LOCATIONS OF MECHANICAL, ELECTRICAL, PLUMBING AND SECURITY ITEMS SHOWN

ON REFLECTED CEILING PLANS ARE FOR ARCHITECTURAL COORDINATION. NOT ALL

ITEMS MAY BE SHOWN. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWING FOR LOCATIONS OF ADDITIONAL ITEMS AND FIXTURE TYPES AND

SPECIFICATIONS.

2. GC TO COORDINATE ACCESS DOORS/PANELS AND EQUIPMENT REQUIRED TO SERVE

EQUIPMENT NOT SHOWN ON THE REFLECTED CEILING PLANS. THESE SHALL BE

PROVIDED AND INSTALLED BY THE CONTRACTOR AT NO ADDITIONAL COST.

GENERAL NOTES - RCP

LINEAR FELT BAFFLE

CEILING NOTES

A. MOUNTING SYSTEM: PROVIDE THREADED ROD SUPPORT SYSTEM FOR ALL

SUSPENDED ACOUSTIC ELEMENTS. THREADED ROD SHALL BE THE PRIMARY LOAD-

CARRYING SUPPORT FOR SEISMIC REQUIREMENTS. USE MANUFACTURER-

RECOMMENDED ADAPTERS AS REQUIRED TO ACCOMMODATE ROD SIZE

DIFFERENCES BETWEEN STRUCTURAL ATTACHMENT AND ACOUSTIC PANEL SYSTEM.

ATTACH TO STRUCTURE ABOVE AT LOCATIONS SHOWN; COORDINATE WITH

STRUCTURAL DETAILS.

B. FILL ANNULAR SPACE AROUND PENETRATION THROUGH GYPSUM WITH WHITE OR

CLEAR FIRE SEALANT AS REQUIRED TO MAINTAIN FIRE RATING OF MEMBRANE OR

ROOF-CEILING ASSEMBLY.

C. TRIM OPENING WITH ESCUTCHEON RING TO ALLOW MOVEMENT FOR SEISMIC.

D. LINEAR CEILING BAFFLES SHALL FOLLOW THE SLOPE OF THE CEILING. ENDS OF THE

BAFFLE SHALL BE PLUMB CUT AT BOTH ENDS AND BUTT JOINT AT SECTIONS, RIDGE

AND WALL SPRING LINE.

E. GENERAL COLOR PATTERN IS AS FOLLOWS:

1. THE PATTERN OF THE BAFFLE COLORS WILL ALTERNATE BETWEEN EUCALYPTUS

(GREEN) AND ALMOND.

2. THE 12" HIGH BAFFLES WILL MATCH THE ADJACENT WALL PANEL COLOR.

3. THE 6" HIGH BAFFLE WILL CONTRAST THE ADJACENT WALL PANEL. A 6" WIDE

SPACE SHALL SEPARATE THE 6" BAFFLE FROM THE WALL PANEL OF

CONTRASTING COLOR- SEE DETAILS A1/A1-102M. & A2/A1-102M.

4. THE 12" HIGH BAFFLE AND 6" HIGH BAFFLE OF SAME COLOR WILL MEET AT THE

CEILING RIDGE.

5. AT THE EAST WALL WITH EUCALYPTUS (GREEN) FELT WALL PANELS FP-1. THE

GREEN BAFFLES SHALL BE THE 12" HIGH BAFFLES CLG-2; THE ALMOND BAFFLES

SHALL BE THE 6" HIGH CLG-5.

6. AT THE WEST WALL WITH ALMOND (CREAM) FELT WALL PANELS FP-2, THE

ALMOND BAFFLES SHALL BE THE 12" HIGH BAFFLES CLG-3; THE GREEN BAFFLES

SHALL BE 6" HIGH CLG-4.

F. LINEAR CEILING BAFFLES SHALL ALIGN WITH THE 6" GROOVE PATTERN IN THE WALL

PANELS. NOTIFY ARCHITECT IF SPACING NEEDS TO BE CHANGED TO ACCOMMODATE

AIR FLOW OF MECHANICAL DIFFUSER.

G. INSTALL BAFFLES PLUMB AND ALIGNED.

H. COORDINATE SPRINKLER HEAD TO OCCUR BETWEEN BAFFLES.

I. CENTER ELECTRICAL PENDANTS SUPPORTS BETWEEN BAFFLES.

J. SHOP DRAWINGS SHALL CLEARLY INDICATE:

1. FIELD DIMENSIONS VERIFIED BY CONTRACTOR

2. BAFFLE COLOR

3. BAFFLE HEIGHT

4. BAFFLE THICKNESS

5. ALIGNMENT WITH PATTERN ON WALL PANELS FP-1 & FP-2

6. BAFFLE SPACING

7. 6" SPACING FROM END CUT TO WALL

8. SHOP DRAWINGS MUST BE APPROVED PRIOR TO ORDERING MATERIALS.

1/8" = 1'-0"A1-102M

B2 REFLECTED CEILING PLAN

TRUE

NORTH

Th e

C o p yr ig 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:

Project No.:

Title

Scale:

NUMBER:

/2

/2

:1 :1

A

M

As indicated

St a n te c A rc h ite c tu re

In c

C S tr e e t

Su it e

A n c h o ra g e

-5

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(9 7)

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P a lm e r C o u rt h o u se R e n o v a ti o n

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E

A

ST

D A

H

LI

A A

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P A

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2014331970

A1-102M

REFLECTED CEILING

PLAN

3/16" = 1'-0"A1-102M

B1 BAFFLE LAYOUT DETAIL

3/16" = 1'-0"A1-102M

A1 BAFFLE DETAIL CLG-3/CLG-4 (ALMOND)

3/16" = 1'-0"A1-102M

A2 BAFFLE DETAIL CLG-2/CLG-5 (EUCALYPTUS)

D

ES

IG

N

D

EV

EL

O

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EN

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5.

.1

C

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R

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5.

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6.

PALMER STATE

OFFICE BLDG.

AREA OF

EXPANSION

KEY PLAN

CPT-3 - CARPET

CT-2 - TILE

NOTE: SEE FINISH PLAN NOTES, FINISH SCHEDULE & FINISH MATERIAL LEGEND FOR

ADDITIONAL INFORMATION

SC-1 - SEALED CONCRETE

FINISH PLAN LEGEND

1. CG-1 CORNER GUARDS SHALL BE PROVIDED AT LOCATIONS NOTED IN THE FINISH

PLAN. CONTRACTOR TO COORDINATE INSTALLATION WITH MANUFACTURER

REQUIREMENTS PRIOR TO INSTALLATION.

2. REFER TO ELEVATIONS, ENLARGED PLANS, DETAILS, SCHEDULES AND

SPECIFICATIONS FOR ADDITIONAL FINISH INFORMATION.

3. ALL WALLS TO BE PAINTED PT-4, U.N.O

4. ALL FINISH LOCATIONS SHALL BE VERIFIED IN FIELD AND COORDINATED WITH

ARCHITECTURAL DRAWINGS, FINISH PLANS, AND INTERIOR ELEVATIONS PRIOR TO

FABRICATION AND INSTALLATION.

5. CONTRACTOR SHALL COORDINATE ALL FINISH INSTALLATIONS WITH ADJACENT

TRADES AND MANUFACTURER REQUIREMENTS.

6. PROVIDE SSM-1 AT ALL COUNTERTOP SURFACES IN WASH CLOSETS AND…