A06_Drawings_-_24-025.pdf

PDF 4 MB Posted Feb 16, 2024

Attached to: ND ARROWWOOD NWR SIDING REPLACEMENT - VALLEY CITY
Solicitation number: 140FC124R0034
Issued by: Department of the Interior Fish and Wildlife Service

About this file

Written by GovTribe AI · Feb 16, 2024

This is a request for proposal for siding replacement services at the Arrowwood National Wildlife Refuge in Pingree, North Dakota. The US Fish and Wildlife Service is seeking quotes to demolish and remove approximately 3,000 square feet of existing cement board siding, and replace it with approximately 3,000 square feet of Smart Siding. Quotes are due by March 8, 2024 at 5:00 pm EST and must be submitted via email. This is a 100% total small business set-aside contract with a NAICS code of 236220 and size standard of $45 million. The award will be made using lowest-price technically acceptable criteria, where price and technical acceptability are equally weighted. Quotes must come from entities registered in the System for Award Management. Questions regarding this RFP are due by February 27, 2024 and must be submitted in writing via email.

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SHEET OF

SHEET NO.

A R

R O

W W

O O

D N

O N

A L

G E

H Q

C A

U .S

. F

H A

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O R

A K

A1.0

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B .A

H .J

P R

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HEADQUARTERS / VISITOR

CONTACT AREA

US FISH AND WILDLIFE SERVICE

ARROWWOOD NATIONAL WILDLIFE REFUGE

PINGREE, NORTH DAKOTA 58476

DRAWING INDEX:

GENERAL

A1.0 TITLE SHEET

CIVIL

C1.1 EXISTING SITE CONDITIONS

C1.2 LEGEND

C2.1 OVERALL SITE PLAN

C2.2 SITE PLAN - 30 SCALE

C2.3 GRADING & DRAINAGE PLAN

C2.4 SPOT GRADES PLAN

C2.5 UTILITIES PLAN

C2.6 UNDER SLAB DRAINAGE PLAN

C3.1 RETAINING WALLS & STAIRWAY DETAILS

C3.2 MISCELLANEOUS DETAILS

C3.3 MISCELLANEOUS DETAILS

C3.4 SIGNAGE DETAILS

C3.5 US FISH & WILDLIFE SERVICE SIGNAGE DETAILS

C4.1 SWPPP NARRATIVE

C4.2 EROSION CONTROL PLAN

C4.3 EROSION CONTROL DETAILS

STRUCTURAL

S1.1 FOOTING / FOUNDATION PLAN

S1.2 FLOOR FRAMING PLAN

S1.3 ROOF FRAMING PLAN

S2.1 NOTES & DETAILS

S2.2 DETAILS

S2.3 DETAILS

Widseth Smith Nolting & Assoc.

2715 South Washington Street Grand Forks, ND 58201

Widseth Smith Nolting & Assoc.

610 Fillmore Street Alexandria, MN 56308

Widseth Smith Nolting & Assoc.

7804 Industrial Park Road Baxter, MN 56425

Martin Mechanical 702 28th Avenue North Fargo, ND 58102

W S N

WWW.WSN.US.COM

W S N

WWW.WSN.US.COM

W S N

WWW.WSN.US.COM

DESIGN TEAM:

Keplin-Gracon Joint Venture M.S. "Bo" Brown, LEED A.P.

Sr. Project Manager 7221 East U.S. Highway 34 Loveland, CO 80539 Phone: 970-667-2203

Keplin Construction Services, Inc.

710 1st Avenue Rolette, ND 58366

Gracon Corporation 7221 East U.S. Highway 34 Loveland, CO 80539 Phone: 970-667-2203

Formations 621 SE 202nd Avenue Portland OR 97233

Electrical Engineer:

Structural Engineer:

Architect/ Civil Engineer/ Land Surveyor

Mechanical Engineer:

Exhibit Design:

Design Builder:

MECHANICAL

M1.0 FOUNDATION & LOWER LEVEL PLANS-SANITARY

M1.1 LOWER & MAIN LEVEL PLANS-PLUMBING

M1.2 ISO DIAGRAMS

M3.0 FLOOR PLANS - HVAC

M3.1 LARGE SCALE MECHANICAL ROOMS

M4.0 PIPING SITE PLAN

M4.1 GEOTHERMAL WELL FIELD PLAN

M4.2 GEOTHERMAL FLOW DIAGRAMS

M5.0 SCHEDULES

M5.1 DETAILS

ELECTRICAL

E1.1 ELECTRICAL SITE PLAN

E2.1 BASEMENT LIGHTING PLAN

E2.2 MAIN FLOOR LIGHTING PLAN

E3.1 BASEMENT POWER & COMMUNICATION PLAN

E3.2 MAIN FLOOR POWER & COMMUNICATION PLAN

E4.1 ELECTRICAL SCHEDULES & RISER DIAGRAM

E4.2 ELECTRICAL SCHEDULES AND DETAILS

E4.3 ELECTRICAL SCHEDULES

ARCHITECTURAL

A1.1 REVISION SHEET, ABBREVIATIONS

A1.2 CODE DATA

A2.0 BASEMENT FLOOR PLAN

A2.1 MAIN FLOOR PLAN

A2.2 FURNITURE PLAN

A3.0 REFLECTED CEILING PLAN

A3.1 ROOF PLAN

A4.1 EXTERIOR ELEVATIONS

A5.1 BUILDING SECTIONS

A5.2 BUILDING SECTIONS

A5.3 WALL SECTIONS

A6.1 ENLARGED FLOOR PLANS, STAIR DETAILS

A7.1 INTERIOR ELEVATIONS

A7.2 INTERIOR ELEVATIONS

A8.1 WINDOW DETAILS

A8.2 DOOR DETAILS

A9.1 ROOM FINISH SCHEDULE

A9.2 DOOR SCHEDULE, DOOR / FRAME TYPES,

HARDWARE SETS

A9.3 WINDOW SCHEDULE, WINDOW TYPES

Norby's Work Perks 11 4th Street South Grand Forks, ND 58203

FOR REVIEW ONLY

95% SUBMITTAL

Interior Design:

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DATE REVISIONS DESCRIPTIONREV#

5-21-101 ARCH

BATHROOM REVISED; ADDED SIDELITES AT DOOR 111A; REVISED SHEET A3.0; REVISIONS

PER 35% REVIEW MEETING.

FOR REVIEW ONLY

95% SUBMITTAL

RO ROUGH OPENING

APPROX

MFT

APPROXIMATE

EXP EXPOSED

MARBLE FLOOR TILE

VERM

VCT

VJT

VAV

VWC

VER

SIM

VEST

VTR

VERT

STD

STL

STOR

STRUCT

SPC

SST

SPECS

SPKR

SKL

SCHED

SHT

SSK

ST INSUL

S SPC W/

SHTG

SEC

STG

SLT W/BR

SLT

RFS

SNR

SNV

SFTY

RFG

RPR

WSCT

WPG

WDW

W/O

WSN

WWF

WWM

WTW

CTSK

PLATEPL

COUNTERSUNK

INV

JST

INCIN

INCL

INSUL

INT

HWHTR

LBL

LAM

LAV

LAB

LT WT

EACH WAY

EXHAUST FAN

DRINKING FOUNTAIN

DRAWING

DRAIN TILE

DRAWER

EXTERIOR INSULATION

EACH SIDE

& FINISH SYSTEM

EIFS

E EAST

DWG

DRWR

EACH

KIT

DOWNSPOUT

DIAMETER

DIMENSION

DIVISION

DISPENSER

CUBIC FOOT

DEPARTMENT

CUBIC YARD

DEAD LOAD

DEMOLITION

DET DETAIL

DIA/

DIM

DIV

DISP

DOOR

DOWN

DEMO

DEPT

PLYWD

PL LAM

PSI

PLAS

PLG

PLF

PSF

PREFAB

PFCMU

PCF

PLBG

PFWD

REQD

RTG

REINF

RAD

PRIM

LAVATORY

LEFT HAND

LIGHT WEIGHT

LIGHT

KNOCK DOWN

KITCHEN

KNOCK OUT

LABORATORY

LABEL

LAMINATE

JANITORS' CLOSET

INSIDE DIAMETER

HOT WATER HEATER

INVERT

JOIST

JOINT

INSULATION

INTERIOR

INCLUDE

INCINERATOR

HOUR

HOSE BIB

PREFINISHED WOOD

QUARRY TILE

REINFORCEMENT

PROPERTY LINE

RADIUS

REQUIRED

RATING

PRIMARY

PRECAST

PREFACED CONCRETE

MASONRY UNIT

POUNDS PER SQUARE INCH

PREFINISHED

PREFABRICATED

POUNDS PER CUBIC FOOT

POUNDS PER LINEAL FOOT

POUNDS PER SQUARE FOOT

PLASTIC LAMINATE

PLATE GLASS

POLE

PLYWOOD

PLASTER

PLUMBING

EWA

HDR

HORIZ

HCC

HTR

HVAC

HTG

HEX

HDW

HBRD

HDWD

GMU

GRD

GWB

GYP BD

FTG

GALV

GEN

FND

FUR

FUT

FHWS

FLEX

FLR

FLOR

FBRK

FEC

FLSG

FHC

EXT

FIN

FTR

FIN FLR

CLOSET

COMBINATION

CONTRACT LIMIT LINE

CONNECTION

COPPER

CORRUGATED

COUNTER

CONTROL JOINT

CONSTRUCTION

CONCRETE MASONRY UNIT

CONCRETE

CONTINUOUS

CONTRACTOR

COLUMN

CLEANOUT

CONTR

COMB

CLL

CORR

CTR

CONN

CONC

CONST

CMU

COL

CONT

CERAMIC

CHALKBOARD

CERAMIC TILE

CAST IRON

CAST STONE

CENTERLINE

CENTIMETERS

CABINET

CASEMENT

CER

CIR

CLR

CIRCLE

CLEAR

CLG

CST

CPT

CAB

CSMT

CEILING

CARPET

GRT

BURNISHED CONCRETE

BY OTHERS

MASONRY UNIT

BOTH SIDES

BUILT-UP ROOFING

BOTTOM OF

BUILDING

BOTH WAYS

BLOCKING

BITUMINOUS

BRK BRICK

BCMU

B/O

BLDG

BUR

BLKG

BLK

BRD

BIT

BLOCK

BOARD

FT/ '

BEARING PLATE

BETWEEN

BEVELED

BASEMENT

BEARING

ARCHITECT/ENGINEER

ARCHITECT

ASPHALT

BSMT

B/PL

BTWN

BEV

BRG

BEAM

BEAD

A/E

ARCH

ASPH

GALVANIZED

NOT APPLICABLE

NRF

NIC

NTE

NWR

OFF

OBS

OPNG

OPP

OPH

PART

PTD

PTR

PART BD

PNL

PAR

PED

PER

PERF

NTS

HAND DRYER

HOLLOW CORE

HOLLOW CORE CONCRETE

HOLLOW METAL

HEATING, VENTING,

AIR CONDITIONING

HORIZONTAL

HEIGHT

HEXAGONAL

HEADER

HEATER

HEATING

HARDWARE

HARDBOARD

HARDWOOD

HANDICAPPED

GYPSUM WALL BOARD

GLAZED MASONRY UNIT

GYPSUM BOARD

GALVANIZED IRON

GENERAL CONTRACTOR

GROUND

GROUT

GLASS BLOCK/ GRAB BAR

GAUGE

GENERAL

GLASS

OVERALL

PARTICLE BOARD

PEDESTRIAN

PERFORATE

PAPER TOWEL DISPENSER

PAPER TOWEL RECEPTACLE

PANEL

PARALLEL

PERIMETER

OVERHEAD

PAINT

PAIR

PARTITION

NON REINFORCED

NOT IN CONTRACT

OUTSIDE DIAMETER

OPPOSITE HAND

NOT TO EXCEED

OFF FINISH FLOOR

NO WORK REQUIRED

NOT TO SCALE

OBSCURE

ON CENTER

OPENING

OPPOSITE

NUMBER

MATL

MAX

MECH

MTL

MCAB

MED

MIN

MISC

MIR

MOD

MODS

MLDG

MTR

MULL

NAT

NOM

NLT

MRGWB

MAS

MFS

FLASHING

FLATHEAD WOOD SCREW

FLUORESCENT

FOOTING

FRAME

FURRED

FUTURE

FOUNDATION

FRESH AIR

FULL SIZE

FOOT/ FEET

FLOOR

FLOOR DRAIN

FLEXIBLE

EXISTING WALL ANCHOR

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE HOSE CABINET

FIN TUBE RADIATION

FINISH FLOOR

FIRE ALARM

FIRE BRICK

FIRE RATED

EXTERIOR

FINISH

FACE BRICK

FIELD VERIFY

MIRROR

NOT LESS THAN

GYPSUM WALL BOARD

MOISTURE RESISTANT

MISCELLANEOUS

MODIFICATIONS

MOLDING

NORTH

NATURAL

NOMINAL

MOTOR

MOUNT

MULLION

MODULAR

MILLIMETERS

MECHANICAL

MEDICINE CABINET

MECHANICAL CONTRACTOR

MASONRY OPENING

MASONRY FINISH SYSTEM

METERS

MINIMUM

METAL

MEDIUM

MATERIAL

MAXIMUM

MASONRY

VINYL COMPOSITION TILE

WROUGHT IRON

WIDSETH SMITH NOLTING

WITH

WINDOW

WITHOUT

WOOD

WEATHERPROOFING

WATERSTOP

WELDED WIRE FABRIC

WELDED WIRE MESH

WEATHERPROOF

WATER RESISTANT / WIRE

WALL TO WALL

WATER CLOSET

WEST

V-JOINT

WAINSCOT

SLEEVE

STORAGE

VERMICULAR

VARIABLE AIR VOLUME

VINYL WALL COVERING

VAPOR BARRIER

VENTILATION CONTRACTOR

VENT THRU ROOF

STRUCTURAL

VINYL

VERIFY

VERTICAL

VESTIBULE

STEEL JOIST

STAINLESS STEEL

SPECIFICATIONS

SQUARE FOOT

SOLID CORE

SOAP DISPENSER

SPACE

STANDARD

STEEL

SPEAKER

SQUARE

SOUTH

SEE DETAIL/ SOAP DISPENSER

SHIM SPACE WITH

SERVICE SINK

SHEATHING

STUFFING INSULATION

SHEET

SIMILAR

SKYLIGHT

SEATING

SECTION

SEALANT

ROOM FINISH SCHEDULE

ROOF DRAIN

RUBBER TILE

SCHEDULE

SAFETY

ROOFING

RUBBER

REPAIR

ROOM

REV

RES

ROW

RVS

REF

REG

REC

RET

REFR

EXIST/EX

EXH

ELEV/EL

ELECT

EMER

EPT

EWC

ANODIZED

AGGREGATE

AIR CONDITIONER(ING)

ANCHOR BOLT

ALUMINUM

ALTERNATE

ABOVE FINISH FLOOR

ACOUSTIC CEILING TILE

ACCESS PANEL

ADDENDUM

ADJUSTABLE

AGR

ANOD

ALT

ALUM

A/C

AND

AFF

ACT

ADD

ADJ

LLH

LTL

LNR PNL

LBS

LOUV

MAX

MAG

LLV

MFR

MDP

EXPANSION JOINT

EXPANSION BOLT

ELECTRICAL PANELBOARD

ELECTRIC WATER COOLER

ELECTRICAL CONTRACTOR

ENAMEL PAINT

EMERGENCY

EQUAL

EXISTING

EXHAUST

ELECTRICAL

ELEVATION

LONG LEG VERTICAL

MAIN DISTRIBUTION PANEL

MANUFACTURER

LINER PANEL

LONG LEG HORIZONTAL

LOUVER

MAN HOLE

POUNDS

MAXIMUM

MAGNETIC

LINTEL

LIVE LOAD

RIGHT HAND/ ROBE HOOK

RIGHT OF WAY

REFRIGERATOR

REFERENCE

RECESSED

RETURN AIR

REVISION

RISER

REVERSE

RESILIENT

RETURN

SEALANT WITH BACKER ROD

SANITARY NAPKIN VENDOR

SANITARY NAPKIN RECEPTOR

WALL HUNG / WALL HYDRANT

AIR HANDLING UNITAHU

CABLE TELEVISIONCTV

CABINET UNIT HEATERCUH

DRAIN, WASTE & VENTDWV

EMERGENCY EYE WASHEEW

FIRE ALARMFA

GROUND FAULT INTERRUPTABLEGFI

GASG

GALLONGAL

HOSE BIBHB

HORSE POWERHP

HYDRANTHYD

INCHIN/ "

KITCHEN SINKKS

KILOWATTKW

LOC LOCATION

MAKEUP AIR UNITMAU

MOTOR CONTROL CENTERMCC

MEZZANINEMEZZ

PERCENTPCT/ %

PAIRPR

PRV POWER ROOF VENTILATION

ROOF LADDERRL

SUMP PUMPSP

STORAGE TANKST

SINKSK

VINYL ASBESTOS TILEVAT

TEMPERATURETEMP

TSTAT THERMOSTAT

TYP TYPICAL

UR URINAL

COMBUSTION AIR

TRANSFORMER

XFMR

INSIDEIS

OUTSIDEOS

STANDING SEAMSS

DIAPER CHANGING STATIONDCS

ELECTRIC HAND DRIEREHD

TSCD TOILET SEAT COVER DISPENSER

TOILET PAPER DISPENSERTPD

WASTE RECEPTACLEWR

ARGWB ABUSE RESISTANT GWB

rrspk RAILROAD SPIKE spk SPIKE

STANDARD ARCHITECTURAL ABBREVIATIONS: 6-4-102 ARCH FLOOR PLAN REVISED; DOOR SCHEDULE REVISED; ROOM FINISH SCHEDULE REVISED

6-18-103 ARCH ADDED SHEET A8.2; REVISED LOBBY ROOF; REVISED FLOOR PLAN

6-18-101 ELEC REVISED SITE DETAILS, ADDED CIRCUITING TO E1.1, E2.1, E2.2, & E3.1, REVISED LAYOUTS, SCHEDULES, AND RISER DIAGRAM

6-18-101 STRUCT NO CHANGES FROM THE 95% SUBMITTAL ISSUED ON JUNE 7, 2010

6-18-101 CIVIL REV. CONC. STAIRWAY & ADJACENT RETAIN. WALLS TO C3.1; ADD CONC. WALK THICKENED EDGE DTL. TO C3.2; ADD SIGNAGE DTLS. SHEET C3.3; ADD EROS. CONTROL DTLS. SHEET C4.3.

7-2-102 ELEC ADDED CIRCUITING REVISED LAYOUTS, SCHEDULES, AND RISER DIAGRAM

7-2-104 ARCH ADDED DOOR / WINDOW DETAILS; REVISED LOBBY ROOF; REVISED SOUTH EXT. ELEVATION

CAST IN PLACECIP

7-16-105 ARCH REVISED SHEETS A3.0, A3.1, A5.1, A5.2, A9.2, A9.3; ADDED SHEET A7.2

7-20-103 ELEC

REVISED LIGHTING LAYOUTS, TYPES, AND QUANTITY, ADDED NOTES TO LIGHTING PLANS,

REVISED EQUIPMENT LOCATIONS AND SCHEDULES, REVISED LIGHT FIXTURE SCHEDULE

7-30-104 ELEC REVISED DOWNLIGHTS NEAR RESTROOMS AND LIGHTING AT RECYCLE AND LE STORAGE, ADDED LIGHT FIXTURE TYPE C TO LIGHT FIXTURE SCHEDULE

CODE REVIEW

PROJECT: ARROWWOOD NATIONAL WILDLIFE REFUGE HQ/VCA

PINGREE, ND

BUILDING DESCRIPTION: New 8,190 SF unsprinklered wildlife refuge visitor center and headquarters building with 6,200 SF walk-out basement. Building spaces on the main level include a conference room, wildlife exhibit area, lobby, toilet rooms and open and hard wall office areas.

BUILDING CODES:

2006 International Building Code

CABO/ANSI

American with Disabilities Act Guidelines 2006 International Plumbing and Mechanical Codes 2008 National Electric Code

2003 NFPA 101

BUILDING CODE DATA

OCCUPANCY GROUPS:

(IBC Chapter 3) A3 (Conference Room, Lobby, Exhibit Area) B (office and support areas)

OCCUPANCY SEPARATIONS:

(IBC 508.3.2)

None required. Occupancies are individually classified per IBC 302.1 and the most restrictive applicable provisions (for A3) of allowable area and sprinkler requirements are applied to the design.

CONSTRUCTION TYPE:

(IBC 602)

VB (non-rated)

Fire-Resistive Requirements Building walls, structural frame, floors, ceilings, roof, shafts: no requirements based on construction type and distance to property line

Exterior openings: no protection required

Enclosed elevator lobby: IBC 707.14.1.2 - not required when rated shafts are not required. (Shafts connecting only two levels are not required to be rated.)

Parapets: not required per IBC 704.11.1 when exterior wall ratings are not required

Draftstops: IBC 717.3 and 717.4 - floor draftstops are required and provided so that subdivided concealed floor areas do not exceed 1,000 SF. Attic draftstops are required and provided so that subdivided concealed ceiling/attic spaces do not exceed 3,000 SF.

Fireblocking: IBC 717.2 - walls: required and provided at floor, ceiling, and at 10'-0” horizontal intervals. Structural insulated panels (SIPs) at the exterior walls include the required fire blocking.

ALLOWABLE AREA

(IBC Chapter 5) A3/VB Base allowable area per story = 6,000 SF

Area increase is allowed for open building frontage:

Frontage increase = [open perimeter/total perimeter - .25] width of the open space (30' max.)/30 Frontage increase = [520/520 - .25] 30/30 = 75% increase

Allowable area per story = 6,000 x 1.75 = 10,500 SF > 8,190 SF proposed for main level

Basement is not considered a story when located below the grade plane and when the floor above the basement is less than 6' above the grade plane or is less than or equal to 12' above the lowest ground level.

Main level finish floor elevation = 1520.2 Basement level floor elevation = 1508.2 Grade plane elevation = 1517.0 Lowest ground level = 1508.2

Basement FFE (1508.2) < Grade plane (1517.0) FFE (1520.2) < Grade plane + 6' = 1517 + 6 = 1523.0 FFE (1520.2) - Lowest ground level (1508.2) </= 12' All conditions are met. Basement is not considered a story.

ALLOWABLE HEIGHT

(IBC Chapter 5) Base allowable height = 1 story = 1 story w/basement proposed

EXITING

(IBC Chapter 10)

Room occupant load exits required exits provided Conference Room 100 67 2/13.4” width 2/68” width Exhibit 105/Lobby 106 61 2/12.2” width 2/104” width Office suite 31 total (accessory 1/6.2” width 4/136” width spaces not included) Resource Room 108 2 (accessory) GIS Lab 109 3 Break Room 110 35 (accessory) Open Office 115 8 Office 117 2 Office 118 2 Office 119 2 Open Office 121 4 LE Storage 123 1 (accessory) Recycle Room 124 2 (accessory) LE Office 125 2 Office 126 2 Office 127 2 Budget Office 129 2 Admin Office 130 4

Basement 38 (open areas) 1/ 7.6” width 2/92” width (not including unoccupied mechanical, electrical, etc.)

Total main level occupant load = 159 Total basement occupant load = 38 Total building occupant load = 197

Distance to exits - all total exit distances are less than 200' maximum as required by IBC Table 1016.1

Common Path of Egress Travel Distance - all exit distances to a location where 2 exits are available are less than 75' maximum per IBC 1014.3.

Separation between Exits - all exit separation distances are less than ½ the overall diagonal of the occupied areas served by the exits.

Dead ends: dead end distance maximum is 20' per code. No dead ends exceed 20'.

FIRE PROTECTION:

(IBC Chapter 9) (Note: There is no applicable fire code in ND unless specifically adopted.)

IBC 903.2.1.3 sprinkler requirements for group A3:

Sprinkler fire protection is not required - the fire area is less than 12,000 SF (8190 SF proposed) and the occupant load is not over 300 (183 proposed).

IBC 903.2.10.3 basement sprinkler requirements:

Sprinkler fire protection is not required - the exterior basement wall has 20 SF openings in each 50 LF on one side and no basement area is more than 75' from a wall opening.

IBC 907 - fire alarm requirements:

Fire alarm system is not required but provided.

Portable Fire Extinguisher Requirements:

Fire extinguishers will be provided as required in areas with combustible liquids and special hazard areas: LE Storage Room, Telecommunications Room, Recycling Area. Distance to fire extinguisher access does not exceed 150'.

SANITATION:

(IBC Table 2902.1/2008 North Dakota Building Code) Required:

Assembly area 64 women x 1 fixture/65 occupants = 1 water closet required 64 women x 1 lav/200 occupants = 1 lav required 64 men x 1 fixture/125 occupants = 1 water closet required 64 men x 1 lav/200 occupants = 1 lav required

Office area 15 women x 1 fixture/25 occupants = 1 water closet required 15 women x 1 lav/80 occupants = 1 lav required 16 men x 1 fixture/25 occupants = 1 water closet required 16 men x 1 lav/80 occupants = 1 lav required

Total fixtures required:

Men: 2 water closets, 2 lavs (1 water closet and lav must be accessible) Women: 2 water closets, 2 lavs (1 water closet and lav must be accessible) 1 drinking fountain (accessibility required) 1 service sink

Total fixtures provided:

Men: 2 water closets, 2 urinals, 2 lavs (1 water closet and lav are accessible) Women: 4 water closets, 2 lavs (1 water closet and lav are accessible) 1 drinking fountain (high/low accessible drinking fountain) 1 service sink

ELEVATORS:

(IBC Chapter 30) Hoistway fire rating and separate elevator lobby are not required for elevators connecting only two floors.

Cab meets accessibility requirements for size, emergency telephone, and Braille controls.

A pit is provided as well as a pit ladder with light and power receptacle as required.

Hoistway venting is not required in buildings under 3 stories. Hoistway venting is not provided.

ACCESSIBILITY:

(IBC Chapter 11/ADA)

SHEET OF

SHEET NO.

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O W

B .A

H .J

P R

S S

A L

A R

C H

C T

N O

D A

K O

FOR REVIEW ONLY

95% SUBMITTAL

OPEN SPACE

CONC. SLAB

ELEV.

MACHINE

ROOM

CRAWL SPACE

ELEVATOR

STAIR

MECH.

FUTURE WOMEN

MECH.

B12

B08 B07

B13

B04

B03

B02B01

OPEN SPACE

B05

ELEC

B11

B06

02A

TELECOM

B10

W-4

02B 11

OPEN

B09

STORM SHELTER/

FUTURE MEN

STORM SHELTER/

2' -0

2'-0"

38'-5"

'-8

48'-8" 23'-4" 38'-8"

97.

50°

97.50°

82.50°

.50

'-8

-0

15'-4"8'-0"

3' -1

2' -6

12'-8"

22'-8"

24'-7"

7'-10"

24'-5"

'-8

24'-7"

32'-3"

4' -0

1' -4

3' -0

-0

3' -0

6' -0

2' -0

W -4

6' -8

-4

7' -1

1" 4'

-5

4 6

2 SIM. 2 SIM.

2 SIM.

SIM.

9 SIM.

A5.1

A5.2

4" DRAIN TILE

(SEE SPEC)

4" DRAIN TILE

F.E.

A6.1

W-4

A5.1

A5.2

'-4

72'-4"

20'-9" 6'-4" 15'-4" 11'-11" 15'-1"

'-5

'-7

26'-11" 16'-0" 5'-10" 14'-10" 11'-3" 12'-7"

'-2

-4

9' -8

21'-4" 7'-8"8'-4" CL.

GWB TO GWB

8'-6"

18'-10"5'-1"6'-4" 7"

'-2

-0

3' -4

8' -1

0" 6'

-0 " C

W B

T O

G W

6' -0

-2

'-1

1" 3'

-4

1' -5

FD FD

W.H.

'-2

56'-10"

110'-8"

A4.1

SEE CIVIL DRAWINGS FOR

UNDER SLAB DRAINAGE

(TYP.)

A5.1

MECH. UNIT -

SEE MECH. DWGS

(TYP)

MECH. UNIT -

SEE MECH. DWGS

(TYP)

5'-0 1/2" 1'-6"

3'-1"

CLCL

3'-6 1/2" 4" 3'-4"

5'-0 1/2"

3'-1"

3'-6 1/2"

3'-4"

U.G. TANK -

SEE MECH.

SIM.

SEE ELEC.

SIDEWALK -

SEE CIVIL DRAWINGS

CONC. STAIRS - SEE SHEET C3.1

STEEL PIPE RAILINGS - SEE SHEET C3.1

RETAINING WALL -

SEE SHEET C3.1

W-4

12'-1" 5'-11"

A5.2

GENERAL CONSTRUCTION NOTES:

1. GENERAL CONTACTOR SHALL VERIFY ALL

DIMENSIONS PRIOR TO START OF CONSTRUCTION.

2. GENERAL CONTRACTOR SHALL VERIFY AND

COORDINATE THE LOCATIONS OF ALL

MECHANICAL AND ELECTRICAL CONSTRUCTION

WITH THE MECHANICAL AND ELECTRICAL

CONTRACTORS.

3. GENERAL CONTRACTOR SHALL VERIFY FIRE

EXTINGUISHERS LOCATION WITH FIRE MARSHALL

AND ARCHITECT PRIOR TO INSTALLATION (TYP.) -

SEE SPECIFICATIONS FOR NUMBER TO PROVIDE.

4. ALL FURNITURE LAYOUTS ARE DIAGRAMMATIC,

ONLY FOR ILLUSTRATION.

5. INTERIOR DIMENSIONS ARE TO CENTER OF WALL.

U.N.O.

6. ALL MATERIAL SHALL COMPLY WITH THE "BUY

AMERICA" ACT.

7. U.N.O., THE START OF DOOR FRAMES SHALL BE 4"

FROM WALL.

WALL TYPE

2 X 6 AT 16" O.C.

WALL TYPE

5/8" GWB AT

2 X 6 AT 16" O.C.

5/8" GWB

SOUND INSULATION

AT WALL SIM.

NO GWB AT WALL SIM:

10" C.I.P. CONCRETE

ROOM SIDE

SOUND INSUL.

AT SIM.

SIDE AT SIM.)

GWB ONLY ONE

4" METAL STUD

WALL TYPE

5/8" GWB AT

ROOM SIDE

5/8" GWB AT

ROOM SIDE

AT 16" O.C.

6 MIL POLY V.B.

PAPER FACED

SOUND INSUL.

PAPER FACED

SIM.

SHEET OF

SHEET NO.

A R

R O

W W

O O

D N

O N

A L

G E

H Q

C A

U .S

. F

H A

N D

E R

E P

R E

E , N

O R

A K

B A

O R

A2.0

S E

M B

E R

, 2

A S

S H

O W

B .A

H .J

P R

S S

A L

A R

C H

C T

N O

D A

K O

1/8" = 1'-0"

FOR REVIEW ONLY

95% SUBMITTAL

3/4" = 1'-0"

ASST MGR'S OFFICE

MGR'S

OFFICE

FILE/FAX/IT

ADMINISTRATION

EXHIBIT

VEST.

LOBBY

GIS LAB

VEST.

RECYCLE

RESOURCE ROOM

LE STOR

LE OFFICE

ELEV.

JAN

VEST.

CONFERENCE RM

STOR.

BUDGET

OFFICE

CEILINGPROJECTOR SCREEN

VEST.

MEN

WOMEN

HALLWAY

OPEN OFFICES

STAIRS

BREAK ROOM

HALLWAY

108 109

125 124

116B

W-4

W-4W-4W-4W-4W-4W-4

W-4W-4

W -4

116A

W -4

W-1W-1W-1

W-1

W-1W-1W-1W-1

W-3

W-3 100A

W-2

W -1

125B

24'-5"

7'-10"

24'-0"

'-1

32'-3"

24'-0"

4' -0

3' -0

-0

1' -4

3' -0

" 82.50°

.50

97.

50°

23'-3"

13'-4"

2' -6

97.50°

72'-0" 38'-1"

48'-1" 23'-11" 38'-1"

2' -0

'-1

2'-0"

'-0

6' -0

2' -0

OPEN

OFFICE

121A

'-9

7' -4

8' -0

17'-0"

'-0

EQ. EQ.

6'-1"

2'-8"

'-1

1" 6'

-1

1/ 2"

'-3

6'-3" 8'-4" CL.

GWB TO GWB

6' -0

" C L.

G W

B T

O G

W B

3' -2

3' -9

-9

6' -3

-1 0"

2' -3

'-1

'-8

-5

'-0

10'-1"

6'-0" 6'-7" 6'-7"

1' -2

7'-8"

4' -5

4" T

Y P

3' -1

6'-10"

15'-4" 7'-5" 15'-4"

1'-5"

6A 6A

4 TYP.

U.N.O.

4 TYP.

U.N.O.

TYP.

U.N.O.

TYP.

U.N.O.

7'-8" 7'-8"

A5.1

A5.2

6'-3" 4'-8"

1'-3"

5'-1" 6'-3"

5' -0

24'-7" 11'-11"

5'-11" 5'-11"5'-11"12'-9" 6'-1" 6'-0"

12'-2"

6'-1"

11'-8" 11'-8"

5'-10" 5'-10" 5'-10" 5'-10"

6' -1

-1

'-2

6' -3

-2

'-5

6' -1

-2

'-3

6'-3" 1'-2 1/2"

5'-0" 1'-2 1/2"

1' -2

-0

1' -2

12'-1" 12'-0" 24'-0"

6'-0" 6'-1" 6'-0" 6'-0" 6'-0" 12'-0"

2'-1" 8'-3" 13'-7"

6" 4'-5" 9'-2"2'-1"

11'-1"

1'-3" 11'-8"

4'-3" 6'-10"

4'-3"

7'-5"

4'-3" 7'-11"

8'-0" 4'-3"

W-2

3' -9

-4

5' -3

4'-10"

18'-7"

4'-10" 3'-4" 8"

F.E.

DEFIBRILATOR

W -7

W-8

A6.1

A7.1

12'-6" 12'-5"

4" 5'

-0

A5.1

A5.2

'-1

0" 6'

-9

122B

OFFICE

121A

56'-3"

110'-1"

5'-0" 2'-9"

4' -1

2'-3"

EQ.

'-1

8'-0"

8 8

A4.1

1' -1

1" 5'

-3

5' -3

-8 "1'-11"

13'-3"

SIM.

TYP.

U.N.O.

A5.1

'-0

7 SIM.

(TYP AT CHASE)

4 SIM.

(TYP

CHASE)

H.C. PUSH PLATE

AT ADA HEIGHT

(TYP. OF 4

LOCATIONS)

THIS ENTRANCE)

5' -1

'-8

CONC. SLAB BELOW

SIDEWALK BELOW -

SEE CIVIL DRAWINGS

CONC. STAIRS - SEE SHEET C3.1

STEEL PIPE RAILINGS - SEE SHEET C3.1

RETAINING WALL -

SEE SHEET C3.1

ROOF BELOW

EQ.

2'-0"

1' -6

SEE ELEC.

SEE MECH.

LINE UP EDGE

OF WALLS

A5.2

8' -2

SIM.

1'-10"

84" W. X 84"

ENTRY MAT

CONC. SLAB

GUARD RAIL

84" W. X 36"

ENTRY MAT

E Q

42" W. X 37"

ENTRY MAT

5'-6"3'-4"

EQ. EQ.

SEE ELEC.

C L.

8'-3"

8' -3

OFFICE FURN.-

SEE A2.2 (TYP)

ROOF LINE

(TYP)

LINE OF O.H.

(TYP)

23'-7"

GENERAL CONSTRUCTION NOTES:

1. GENERAL CONTACTOR SHALL VERIFY ALL

DIMENSIONS PRIOR TO START OF CONSTRUCTION.

2. GENERAL CONTRACTOR SHALL VERIFY AND

COORDINATE THE LOCATIONS OF ALL

MECHANICAL AND ELECTRICAL CONSTRUCTION

WITH THE MECHANICAL AND ELECTRICAL

CONTRACTORS.

3. GENERAL CONTRACTOR SHALL VERIFY FIRE

EXTINGUISHERS LOCATION WITH FIRE MARSHALL

AND ARCHITECT PRIOR TO INSTALLATION (TYP.) -

SEE SPECIFICATIONS FOR NUMBER TO PROVIDE.

4. ALL FURNITURE LAYOUTS ARE DIAGRAMMATIC,

ONLY FOR ILLUSTRATION.

5. INTERIOR DIMENSIONS ARE TO CENTER OF WALL.

U.N.O.

6. ALL MATERIAL SHALL COMPLY WITH THE "BUY

AMERICA" ACT.

7. U.N.O., THE START OF DOOR FRAMES SHALL BE 4"

FROM WALL.

WALL TYPE

2 X 6 AT 16" O.C.

WALL TYPE

5/8" GWB AT

2 X 6 AT 16" O.C.

5/8" GWB

SOUND INSULATION

AT WALL SIM.

NO GWB AT WALL SIM:

10" C.I.P. CONCRETE

ROOM SIDE

SOUND INSUL.

AT SIM.

SIDE AT SIM.)

GWB ONLY ONE

4" METAL STUD

WALL TYPE

5/8" GWB AT

ROOM SIDE

5/8" GWB AT

ROOM SIDE

AT 16" O.C.

6 MIL POLY V.B.

PAPER FACED

SOUND INSUL.

PAPER FACED

SIM.

SHEET OF

SHEET NO.

A R

R O

W W

O O

D N

O N

A L

G E

H Q

C A

U .S

. F

H A

N D

E R

E P

R E

E , N

O R

A K

M A

R P

A2.1

S E

M B

E R

, 2

A S

S H

O W

B .A

H .J

P R

S S

A L

A R

C H

C T

N O

D A

K O

1/8" = 1'-0"

FOR REVIEW ONLY

95% SUBMITTAL

ASST MGR'S OFFICE

MGR'S

OFFICE

FILE/FAX/IT

ADMINISTRATION

EXHIBIT

VEST.

LOBBY

GIS LAB

VEST.

RECYCLE

RESOURCE ROOM

LE STOR

LE OFFICE

ELEV.

JAN

VEST.

CONFERENCE RM

STOR.

BUDGET

OFFICE

CEILINGPROJECTOR SCREEN

VEST.

MEN

WOMEN

HALLWAY

OPEN OFFICES

STAIRS

BREAK ROOM

HALLWAY

108 109

125 124

OPEN

OFFICE

121A

F.E.

OFFICE

C L.

SHEET OF

SHEET NO.

A R

R O

W W

O O

D N

O N

A L

G E

H Q

C A

U .S

. F

H A

N D

E R

E P

R E

E , N

O R

A K

U R

A N

A2.2

S E

M B

E R

, 2

A S

S H

O W

B .A

H .J

P R

S S

A L

A R

C H

C T

N O

D A

K O

1/8" = 1'-0"

95% SUBMITTAL

A5.1

A5.2

A5.1

A5.2

A5.14

A5.2

108 109 110

130 129 127 126 125

111 112

121A

121 119

- DENOTES FLAT CEILING - (CEILING HEIGHT = 9'-0")

- DENOTES 2:12 CEILING SLOPE - (CEILING HEIGHT VARIES)

- DENOTES 3:12 CEILING SLOPE - (CEILING HEIGHT VARIES)

A A

B B B

B B B B B

B B

D - DENOTES 6:12 CEILING SLOPE - (CEILING HEIGHT VARIES)

2" CONT. SOFFIT VENT

(TYP.)

2" CONT. SOFFIT VENT

(TYP.)

2" CONT. SOFFIT VENT

(TYP.)

BEAM -

SEE STRUCT.

BEAM EA. SIDE -

SEE STRUCT.

DECORATIVE TRUSS

BEAM -

SEE STRUCT.

2" CONT. SOFFIT VENT

(TYP.)

DECORATIVE TRUSS

BEAM EA. SIDE -

SEE STRUCT.

RIDGE BEAM -

SEE STRUCT.

DECORATIVE TRUSS

BEAM EA. SIDE -

SEE STRUCT.

RIDGE BEAM -

SEE STRUCT.

AA - DENOTES FLAT CEILING - (CEILING HEIGHT = 11'-9")

A5.1

A5.2

A5.1

A5.2

A5.1

A5.2

B01

B02

B05

B04

B03

B06

B07 B08

B09

B10 B11

B12

B13

BEAM -

SEE STRUCT.

2" CONT. SOFFIT VENT

GYPSUM BOARD CEILING (PAINT)

CLERESTORY AREA WITH

1 X 6 TONGUE & GROOVE CEDAR

GYPSUM BOARD (PAINTED)

CONCRETE

EXPOSED FLOOR JOIST

(MAIN FLOOR ONLY)

(BASEMENT FLOOR ONLY)

EXHAUST FAN

(SEE MECHANICAL)

DIFFUSER

(SEE MECHANICAL)

LIGHT

(SEE ELECTRICAL)

OCCUPANCY SENSOR

(SEE ELECTRICAL)

EXIT LIGHT

(SEE ELECTRICAL)

SMOKE DETECTOR

(SEE ELECTRICAL)

HEAT DETECTOR

(SEE ELECTRICAL)

T1-11 SIDING SOFFIT

SHEET OF

SHEET NO.

A R

R O

W W

O O

D N

O N

A L

G E

H Q

C A

U .S

. F

H A

N D

E R

E P

R E

E , N

O R

A K

G P

A3.0

S E

M B

E R

, 2

A S

S H

O W

B .A

H .J

P R

S S

A L

A R

C H

C T

N O

D A

K O

FOR REVIEW ONLY

95% SUBMITTAL1

3/32" = 1'-0"

LEGEND:

KEY:

A5.1

A5.2

A5.1

A5.2

A5.14

A5.2

VTR

A3.1

REV.

A3.1

7A A3.1

A3.1

LOW

A3.1

LOW

A3.1

S.S. P.F. METAL

ROOF PANEL

VALLEY (TYP.)

P E

D N

P E

D N

SLOPE DN SLOPE DN

SNOW GUARD

(TYP.)

SNOW GUARD

(TYP.)

7B A3.1

LINE OF WALL

BELOW (TYP.)

VENTED RIDGE CAP -

S.S. METAL ROOF PANEL

UNDERLAYMENT

5/8" OSB

MFR'S STANDARD

CUT OSB 2" EA. SIDE

VERIFY LOCATION -

SEE ROOF PLAN

24 GA. P.F. VALLEY TRIM

CONT. 3/8" PLYWOOD SPACER

5/8" OSB

S.S. METAL ROOF PANEL

UNDERLAYMENT

ICE & WATER BARRIER

SEAL (TYP)

AIR INFILTRATION BARRIER

8" H

E E

L A

T 4:

" H

E E

L A

T 6:

NOT SHOWN FOR

WOOD WEDGE REQUIRED

ROOF PANELS & GUTTER

NOTE:

CLARITY PURPOSES.

FOR TRANSITION FROM

4:12 TO 6:12 PITCH

& MATERIALS NOT

S.D. 2/A5.3 FOR NOTES

NOTE:

INDICATED.

24 GA. RAKE TRIM

CONT. GALV. CLIP ANGLE

S.S. METAL ROOF PANELS

S.S. METAL WALL PANELS

CLOSURE

RAKE SUPPORT ANGLE

RAKE ANGLE

AIR INFILTRATION BARRIER

6 MIL POLY V.B.

2 X 6 STUDS

AT 16" O.C.

R19 FIBERGLASS

INSUL.

7/16" OSB

STRUCT. INSUL.

ROOF PANEL

3/8" X 6" X CONT.

PLYWOOD SPACER

24 GA. P.F. SHEET

METAL FLASHING

SEE NOTES ABOVE

ROOF TRUSS -

SEE STRUCT.

2'-0"

3/8" THERMAL SPACER (TYP)

24 GA. P.F. SHEET

METAL FASCIA

24 GA. RAKE TRIM

CONT. GALV. CLIP ANGLE

S.S. METAL ROOF PANELS

R19 FIBERGLASS

INSUL.

6 MIL POLY V.B.

4" X 12" DECORATIVE

TRUSS - SEE STRUCT.

ROOF TRUSS

NON-VENTED ALUM. SOFFIT

FIBER CEMENT TRIM BY

SIDING SUPPLIER W/ SHIM

FIBER CEMENT SIDING

AIR INFILTRATION BARRIER

SOFFIT BEYOND

2 X 4 AT 16" O.C.

5/8" GWB

ICE & WATER BARRIER -

EXTEND TO MIN. 2'-0"

INSIDE EXTERIOR WALL

UNDERLAYMENT

7/16 OSB

2X FRAMING -

BEVELED TIMBER BEAM BEYOND -

T1-11 SIDING

SEE STRUCT.

TRUSS / BEAM BRG

EL. 108'-8"

DECORATIVE TRUSS

UNDERLAYMENT

DECORATIVE TRUSS

2" CONT.

VENT - SEE

REFLECT.

CLG PLAN

RIDGE VENT

S.S. METAL ROOF PANELS

3/8" X 6" X CONT.

PLYWOOD SPACER

5/8" OSB

COLUMN BEYOND

SEE STRUCT.

EL. 108'-8"

1'-0"1'-0"

TRUSS / BEAM BRG

NOTE:

S.D. 7/A3.1 FOR NOTES &

MATERIALS NOT INDICATED.

STRUCTURAL INSUL.

ROOF PANEL

1'-0"

T1-11 SIDING

3/8" X 6" X CONT.

PLYWOOD SPACER

EL. 106'-9"

BEAM BRG

UNDERLAYMENT

S.S. METAL ROOF PANELS

BEVELED TIMBER BEAM -

SEE STRUCTURAL

2X FRAMING MEMBER -

SEE STRUCT.

TIMBER BEAM

BEYOND - SEE STRUCT.

5/8" OSB

24 GA. P.F. SHEET

METAL FASCIA

D.S. BEYOND

P.F. SHEET

24 GA. GUTTER HANGER

METAL GUTTER

2" CONT. VENT -

SEE REFLECTED

CLG PLAN

24 GA. P.F. Z-CLOSURE

24 GA. P.F. SHEET

METAL FLASHING

S.S. P.F. METAL ROOF PANEL

UNDERLAYMENT

STRUCTURAL INSUL.

ROOF PANEL

STARTER STRIP

FIBER CEMENT SIDING

AIR INFILTRATION BARRIER

R19 FIBERGLASS

INSUL.

6 MIL POLY V.B.

5/8" GWB

2 X 6 STUDS

AT 16" O.C.

7/16" OSB

6 MIL POLY V.B.

8" M

24 GA. P.F. SHEET

METAL FLASHING

NOTE:

S.D. 8/A3.1 FOR NOTES &

MATERIALS NOT INDICATED.

STRUCTURAL INSUL.

WALL PANEL

S.S. P.F. METAL

ROOF PANEL

3/8" X 6" X CONT.

PLYWOOD SPACER

SHEET OF

SHEET NO.

A R

R O

W W

O O

D N

O N

A L

G E

H Q

C A

U .S

. F

H A

N D

E R

E P

R E

E , N

O R

A K

R O

O F

A3.1

S E

M B

E R

, 2

A S

S H

O W

B .A

H .J

P R

S S

A L

A R

C H

C T

N O

D A

K O

FOR REVIEW ONLY

95% SUBMITTAL

1/8" = 1'-0"

1 1/2" = 1'-0"

3/4" = 1'-0"

1 1/2" = 1'-0"

7A 3/4" = 1'-0"

W-4

W-5 W-5 W-5

W-6 W-6 W-6

W-4 W-4 W-4 W-4 W-4 W-4 W-4 W-4 W-4

W-4

W-4 W-4 W-4W-4 W-4 W-1 W-1

DECORATIVE TRUSS

WOOD COLUMN

MANUFACTURED STONE

MASONRY BASE

CLERESTORY WINDOW

ALUMINUM STORE-

FRONT SYSTEM

RETAINING WALL -

LOUVER -

SEE MECH.

CLERESTORY WINDOW

W-4

LOUVER -

SEE MECH.

VIEW DRAWN STRAIGHT ON, NOT SKEWED

W-1 W-1 W-1 W-1 W-1 W-1 W-1 W-1 W-3 W-3 W-2

STANDING SEAM P.F.

METAL ROOF PANELS

P.F. METAL RIDGE CAP

P.F. METAL FASCIA

FIBER CEMENT SIDING

FIBER CEMENT SIDING TRIM

METAL CLAD WOOD WINDOW

LINE OF FOOTINGS / FOUNDATION

DECORATIVE TRUSS

ALUMINUM STOREFRONT

FIN. FLR

EL. 100'-0"

T.O. CAP

EL. 104'-0"

W-2 W-2

VIEW DRAWN STRAIGHT ON, NOT SKEWED VIEW DRAWN STRAIGHT ON, NOT SKEWEDNOT SKEWED

VIEW DRAWN STRAIGHT ON,

111A

100A

116A

100B

120A

107A

C.J. AT CORNER OF

MANUFACTURED

MASONRY WALL

C.J. (TYP.) C.J. (TYP.)

C.J. (TYP.)

A5.2

A8.1

A5.2

A5.2 3

A5.1

A5.2

A5.1

SYSTEM

A5.2

A5.1

MANUFACTURED MASONRY (BASE BID)

MANUFACTURED MASONRY CAP (BASE BID)

STONE VENEER CAP (ALT. BID)

STONE VENEER (ALT. BID)

SEE CIVIL DRAWINGS

RETAINING WALL -

SEE CIVIL DRAWINGS

& MATERIALS NOT

INDICATED.

NOTE:

S.D. 1/A4.1 FOR NOTES

& MATERIALS NOT

INDICATED.

NOTE:

S.D. 1/A4.1 FOR NOTES

& MATERIALS NOT

INDICATED.

NOTE:

S.D. 1/A4.1 FOR NOTES

& MATERIALS NOT

INDICATED.

NOTE:

S.D. 1/A4.1 FOR NOTES

OUTLINE OF BUILDING

BEYOND (TYP.)

OUTLINE OF BUILDING

BEYOND (TYP.)

P.F. METAL SNOW GUARD (TYP.)

VENT THRU ROOF (TYP) -

SEE MECH.

LIGHT (TYP) -

SEE ELEC.

4:12 ROOF PITCH

W-4

GUARD RAIL -

SEE CIVIL DRAWINGS

A5.2

SHEET OF

SHEET NO.

A R

R O

W W

O O

D N

O N

A L

G E

H Q

C A

U .S

. F

H A

N D

E R

E P

R E

E , N

O R

A K

R E

N S

A4.1

S E

M B

E R

, 2

A S

S H

O W

B .A

H .J

P R

S S

A L

A R

C H

C T

N O

D A

K O

1/8" = 1'-0"

FOR REVIEW ONLY

95% SUBMITTAL

mlemieux Area Measurement

894.25 sf mlemieux Area Measurement

420.9 sf mlemieux Area Measurement 1,378.66 sf mlemieux Area Measurement

292.6 sf mlemieux Area Measurement

449.97 sf mlemieux Area Measurement

274.96 sf mlemieux Text Box APROX 4,000 sq ft of siding

A5.3

JOIST BRG

FIN. FLR

EL. 100'-0"

T.O. CONC. SLAB

EL. 88'-8"

T.O. FTG

SEE STRUCT.

JOIST BRG

EL. 109'-1 1/8"

FIN. FLR

EL. 100'-0"

T.O. CONC. SLAB

EL. 88'-8"

T.O. FTG

SEE STRUCT.

OPEN SPACE

B13

OFFICE

121A

OFFICE

OPEN SPACE

B05

STORM SHELTER

B03

STORM SHELTER

B04

BUDGET

HALLWAY

BREAK ROOM

S.D. 2/A3.1 FOR OVERHANG

WHERE 4:12 & 6:12 PITCH

MEET

S.D. 2/A3.1 FOR O.H. CONDITION

WHERE 4:12 & 6:12 PITCH

MEET

NOTE:

SEE SHEET A4.1 FOR

BUILDING BEYOND.

NOTE:

SEE SHEET A4.1 FOR

BUILDING BEYOND.

A5.3

JOIST BRG

FIN. FLR

EL. 100'-0"

T.O. CONC. SLAB

EL. 88'-8"

T.O. FTG

SEE STRUCT.

OPEN SPACE

B05

ASST MGR OFFICE

HALLWAY

STAIR

B06

NOTE:

SEE SHEET A4.1 FOR

BUILDING BEYOND.

STAIR

ELEVATOR

B07

ELEVATOR

116B

HALLWAY

WDW R.O.

EL. 119'-11"

WDW R.O.

EL. 122'-7"

A8.1

SIM.

B.O. JOIST & HOIST BEAM

EL. 112'-0"

HOIST BEAM BEYOND

JOIST BRG

EL. 111'-10 1/4"

SEE CIVIL DRAWINGS FOR

SLOPE 1/4" PER FOOT SLOPE 1/4" PER FOOT

SLOPE 1/4" PER FOOT

FOR UNDER SLAB

UNDER SLAB DRAINAGE SEE CIVIL DWGS

DRAINAGE

FOR UNDER SLAB

SEE CIVIL DWGS

DRAINAGE

FOR UNDER SLAB

SEE CIVIL DWGS

DRAINAGE

A3.1

A8.1

A3.1

BEAM BRG

EL. 106'-9"

JOIST BRG

EL. 109'-1 1/8" EL. 109'-1 1/8"

JOIST BRG

EL. 109'-1 1/8"

EL. 109'-1 1/8" JOIST BRG

EL. 109'-1 1/8"

7B A3.1

SOFFIT BEYOND

9' -0

'-1

9' -1

CLG LINE BEYOND

FOR UNDER SLAB

SEE CIVIL DWGS

DRAINAGE

SHEET OF

SHEET NO.

A R

R O

W W

O O

D N

O N

A L

G E

H Q

C A

U .S

. F

H A

N D

E R

E P

R E

E , N

O R

A K

B U

N S

A5.1

S E

M B

E R

, 2

A S

S H

O W

B .A

H .J

P R

S S

A L

A R

C H

C T

N O

D A

K O

FOR REVIEW ONLY

95% SUBMITTAL

3/16" = 1'-0"

JOIST BRG

EL. 109'-1 1/8"

FIN. FLR

EL. 100'-0"

T.O. FTG

SEE STRUCT.

6 12

CONC. FLOOR AND

02A

A5.3

NOTE:

SEE SHEET A4.1 FOR

BUILDING BEYOND.

CRAWL SPACE

B01

FOUNDATION BEYOND

MEN

HALLWAY

EXHIBIT

FIN. FLR

EL. 100'-0"

T.O. FTG

SEE STRUCT.

02A

CRAWL SPACE

B01

CONFERENCE ROOM

NOTE:

SEE SHEET A4.1 FOR

BUILDING BEYOND.

A5.3

W-7

A5.3

JOIST BRG

02B

MECHANICAL

B02

OPEN SPACE

B05

128A W-7

A3.1

SLOPE 1/4" PER FOOT SLOPE 1/4" PER FOOT

TRUSS BRG

EL. 113'-7"

B.O. BEAM BEYOND

EL. 108'-8"

T.O. COLUMN &

T.O. RIDGE BM

EL. 118'-6"

T.O. WINDOW

EL. VARIES

SCISSOR TRUSS GIRDER

DECORATIVE TRUSS

LOBBY

OPEN SPACE

B05

JOIST BRG

EL. 109'-1 1/8"

9' -1

EL. 109'-1 1/8"

JOIST BRG

EL. 109'-1 1/8"

T.O. RIDGE BM

EL. 118'-6"

SHEET OF

SHEET NO.

A R

R O

W W

O O

D N

O N

A L

G E

H Q

C A

U .S

. F

H A

N D

E R

E P

R E

E , N

O R

A K

B U

N S

A5.2

S E

M B

E R

, 2

A S

S H

O W

B .A

H .J

P R

S S

A L

A R

C H

C T

N O

D A

K O

FOR REVIEW ONLY

95% SUBMITTAL

3/16" = 1'-0"

FIN. FLR.

EL. 100'-0"

T.O. CONC. SLAB

EL. 88'-8"

T.O. FTG

SEE STRUCT.

X X X

2" RIGID INSUL.

DAMPROOFING -

WRAP OVER FOOTING

1/2" A.B. AT 48" O.C.

4" CONC. SLAB -

SEE STRUCT.

4"- 6" GRANULAR FILL

10 MIL POLY V.B.

1/2" EXPANSION JOINT

10" CONC. FND WALL -

SEE STRUCT.

CONC. FTG -

SEE STRUCT.

3/4" PYWOOD -

SEE STRUCT.

FLOOR JOIST -

SEE STRUCT.

GRADE

PEA ROCK

4" DRAIN TILE

2" RIGID INSUL.

2'-0"

JOIST BRG

EL. 109'-1 1/8"

MASONRY (BASE BID)

FILL VOID WITH

R19 FIBERGLASS INSUL.

6 MIL POLY V.B.

5/8" GWB

SIP PANEL

FIBER CEMENT SIDING -

AIR INFILTRATION

BARRIER

S.S. METAL ROOF PANELS

STRUCTURAL INSULATED

ROOF PANEL

24 GA. P.F. SHEET

METAL FASCIA

UNVENTED ALUM. SOFFIT

3/8" X 6" X CONT.

PLYWOOD SPACER

P.F. SHEET METAL

GUTTER W/

D.S. BEYOND

24 GA. GUTTER

HANGER

UNDERLAYMENT -

SEE SPECS

ICE & WATER BARRIER -

EXTEND TO MIN. 2'-0"

INSIDE EXTERIOR WALL (TYP.)

ROOF TRUSS -

SEE STRUCT.

6 MIL POLY V.B.

5/8" GWB

LINTEL BY SIP SUPPLIER

ALUM. CLAD WOOD WINDOW

MANUFACTURED

MASONRY BEYOND

DOWNSPOUT BEYOND

3/4" CEMENT BOARD TRIM

3/4" CEMENT FIBER

BOARD TRIM

3 1/2" 6 1/2"

4' -0

T.O. WINDOW

EL. 107'-2"

FILL JOIST VOIDS W/

FIBERGLASS INSUL.

FIN. FLR.

EL. 100'-0"

T.O. FTG

SEE STRUCT.

2" CONC. SLAB -

SEE STRUCT.

6" GRANULAR FILL

10 MIL POLY V.B.

1/2" EXPANSION JOINT

2'-0"

JOIST BRG

EL. 109'-1 1/8"

3 1/2" 6 1/2"

1 X 6 T&G CEDAR

2'-0"

T.O. FTG

SEE STRUCT.

R19 PAPER

FACED FIBERGLASS

INSULATION

6 MIL POLY V.B.

NOTE:

S.D. 2/A5.3 FOR

MATERIALS AND

NOTES NOT INDICATED.

2 X 6 STUDS AT 16" O.C.

JOIST BRG

EL. 109'-1 1/8"

NOTE:

S.D. 2/A5.3 FOR

MATERIALS AND

NOTES NOT INDICATED.

4"6"

4" M

T.O. CONC.

SEE STRUCT.

T.O. CMU

EL. 99'-6" 4" M

T.O. CONC.

SEE STRUCT.

T.O. CMU

EL. 99'-6"

T.O. CONC. SLAB

EL. 88'-8"

FIN. FLR

EL. 100'-0"

T.O. CONC.

SEE STRUCT.

NOTE:

S.D. 2/A5.3 FOR

MATERIALS AND

NOTES NOT INDICATED.

NOTE:

S.D. 2/A5.3 FOR

MATERIALS AND

NOTES NOT INDICATED.

CMU SILL

4, 5 A8.1

A8.1

MANUFACTURED

A5.2

BASE BID

A5.2

ALT. BID

SLOPE 1/4" PER FOOT

SEE CIVIL DRAWINGS FOR

UNDER SLAB DRAINAGE

STONE VENEER (ALT BID)

OSB

SHEET OF

SHEET NO.

A R

R O

W W

O O

D N

O N

A L

G E

H Q

C A

U .S

. F

H A

N D

E R

E P

R E

E , N

O R

A K

W A

O N

A5.3

S E

M B

E R

, 2

A S

S H

O W

B .A

H .J

P R

S S

A L

A R

C H

C T

N O

D A

K O

FOR REVIEW ONLY

95% SUBMITTAL

3/4" = 1'-0"

A R

R O

W W

O O

D N

O N

A L

G E

H Q

C A

U .S

. F

H A

N D

E R

E P

R E

E , N

O R

A K

W A

O N

A5.4

M A

R C

H , 2

A S

S H

O W

B .A

H .J

P R

S S

A L

A R

C H

C T

N O

D A

K O

65% SUBMITTAL

ELEV.

ELEV. MACHINE ROOM

STAIR

B06

B08

B07

3' -9

-9

3' -1

" C L.

3' -1

" C L.

2'-0"

A6.1

4'-5 1/4"3

8 SIM.

SIM.

VEST.

STAIRS

ELEV.

JAN

W-111 1A

2 X 4 X 3'-6" HIGH

WALL WITH 5/8" GWB

EA. SIDE AND 1X

RED OAK CAP

3' -9

-9

3' -1

" C L.

3' -1

" C L.

2'-0"1'-0"

A6.1

1' -0

4'-5 1/4"

8 SIM.

SIM.

CLIP ANGLE

2 X 10 FRAMING

T.O. CONC.

EL. 88'-8"

FIN. FLR.

EL. 100'-0"

5' -1

-2

1'-0"

3'-7 1/4"10'-1"

2' -1

2 X 4 WALL WITH

5/8" GWB EA. SIDE (PAINT)

1X RED OAK

(3 SIDES)

STAIR BEYOND

WALL BEYOND

NOTE:

S.D. 4/A6.1 FOR

NOTES & ITEMS

NOT INDICATED.

W-1

STAIR

B06

STAIR

5' -1

-2

T.O. CONC.

EL. 88'-8"

FIN. FLR.

EL. 100'-0"

1'-0"

3'-7 1/4"8'-5 1/2"

2' -1

1'-0"

2'-0"

2' -1

3/4" T&G PLYWOOD

FLOOR JOISTS -

SEE STRUCT.

2 X 4 WALL WITH

5/8" GWB EA. SIDE (PAINT)

1X RED OAK

(3 SIDES)

M.L. STRINGER

2X TREADS

2X RISERS

CLIP ANGLE ANCHORED

SECURELY TO FLOOR &

STRINGER

1 1/2" Ø PIPE HANDRAIL

(PAINT)

RADIUS NOSINGS

(TYP)

HANDRAIL BRACKET

(PAINT)

2 - 1 3/4" X 11 7/8" M.L.

2 X 8 AT 16" O.C.

2 X 8

3/4" T&G PLYWOOD

5/8" GWB

2 X 4 STUDS AT 16" O.C.

SEE STRUCT.

CLIP ANGLE

2 X 10 FRAMING

JOIST HANGER (TYP)

3/4" T&G PLYWOOD

FLOOR JOISTS -

SEE STRUCT.

4" CONC. SLAB -

SEE STRUCT.

4"- 6" GRAVEL FILL

2" RIGID INSUL.

10 MIL POLY V.B.

TREATED 2 X 4 SILL

BASE BOARD

W-1

WINDOW BEYOND

STAIR

B06

3' -6

FIN. FLR.

EL. 100'-0"

WALL RAIL BEYOND

GWB TO EXTEND DOWN 1"

BELOW FOUNDATION WALL -

T.O. CONC. FOUNDATION WALL

INSTALL L-BEAD & SEALANT JOINT

NO PAINT PAINT

SHEET OF

SHEET NO.

A R

R O

W W

O O

D N

O N

A L

G E

H Q

C A

U .S

. F

H A

N D

E R

E P

R E

E , N

O R

A K

R G

R P

A6.1

S E

M B

E R

, 2

A S

S H

O W

B .A

H .J

P R

S S

A L

A R

C H

C T

N O

D A

K O

FOR REVIEW ONLY

95% SUBMITTAL

1/4" = 1'-0"

1/2" = 1'-0"

MEN

WOMEN

102 103

W-3 W-3

STORAGE

VEST.

1' -5

A X

EQ. EQ.EQ. EQ.

1'-6"

6" 3'-0"

5' -1

3' -4

P E

N S

H O

EQ. EQ.

3' -0

4' -0

5'-0 1/2" 3'-1" 3'-1" 3'-0 1/2"

URINAL

SCREEN

4' -0

1'-6"

3' -0

GWB (PAINT)

TOILET

PARTITION

SEE SPEC. (TYP)

6"3'-0"

T.P. DISPENSER AT ADA

HEIGHT (TYP)

SANITARY NAPKIN

RECEPTACLE (TYP)

3'-1"3'-0 1/2"

EQ. EQ. EQ. EQ.

5' -1

3' -4

P E

N S

H O

3' -1

EQ. EQ. EQ. EQ.

3'-1"

EQ. EQ.

5'-0 1/2"7"-9"

3' -0

3'-6"1'-0"

W-3

1' -3

3' -5

EQ. EQ.

TOILET SEAT COVER

DISPENSER (TYP)

SANITARY NAPKIN

RECEPTACLE (TYP)

7"-9"

GRAB BARS AT

ADA HEIGHT

TOILET AT ADA

HEIGHT

CT BASE

T.P. DISPENSER

AT ADA HEIGHT

3' -0

3'-6" 1'-0"

4' -0

WINDOW SEE

SCHEDULE

GWB (PAINT)

W-3

2' -0

1' -3

3' -5

" 4' -0

SANITARY NAPKIN VENDOR

24" X 48" MIRROR

(CENTER MIRRORS ON LAV BOWLS)

PAPER TOWEL DISPENSER

SOAP DISPENSER

DIAPER CHANGING STATION

2' -0

5'-8"

2' -6

3" 2'

-1 0"

3' -1

1'-6" 1'-6"

4' -0

" T O

O P

E R

4' -0

" T O

O P

E R

5'-7"

5'-0"

NOTE:

S.D. 5/A7.1 FOR ITEMS &

DIMENSIONS NOT INDICATED.

6'-2"

1'-6" 1'-6"

2' -0

NOTE:

S.D. 6/A7.1 FOR ITEMS &

DIMENSIONS NOT INDICATED.

NOTE:

S.D. 4/A7.1 FOR ITEMS &

DIMENSIONS NOT INDICATED.

2' -0

COAT/ROBE

GENERAL NOTE: PROVIDE NECESSARY BLOCKING FOR ALL ACCESSORIES

MIN36

" M A

" M

A X

FOUNTAIN/WATER

HANDICAP DRINKING

MAX

COOLER

TOP OF

SPOUT

" M

A X

FIRE

EXTINGUISHER

HOOK

5' -6

BROOM HOOKS

COAT, ROBE, MOP AND

6' -0

.N .O

MARKER AND

TACK BOARD

CLEAR FLOOR SPACE

@ H.C. URINAL

CLEAR FLOOR SPACE @ LAV

4' -0

" M

2'-6"

MIN.

2'-6"

MIN. C OF LAV.L

4' -0

" M

A X

BROOM

HOOKS

SHEET OF

SHEET NO.

A R

R O

W W

O O

D N

O N

A L

G E

H Q

C A

U .S

. F

H A

N D

E R

E P

R E

E , N

O R

A K

R E

N S

A7.1

S E

M B

E R

, 2

A S

S H

O W

B .A

H .J

P R

S S

A L

A R

C H

C T

N O

D A

K O

FOR REVIEW ONLY

95% SUBMITTAL

1/4" = 1'-0"

1/2" = 1'-0"

1/4" = 1'-0"

W-6W-6W-6

116B

VESTIBULE

HALLWAY

OPEN OFFICES

118 119

W-4

W-5W-5W-5

VESTIBULE

120B 130124 125A 126 127 129

109108 110

VESTIBULE

HALLWAY

OPEN OFFICES

121A121 122B 122A

HALLWAY

111B ELEVATOR

DOOR

OPEN

OFFICES

110A

SHEET OF

SHEET NO.

A R

R O

W W

O O

D N

O N

A L

G E

H Q

C A

U .S

. F

H A

N D

E R

E P

R E

E , N

O R

A K

R E

N S

A7.2

S E

M B

E R

, 2

A S

S H

O W

B .A

H .J

P R

S S

A L

A R

C H

C T

N O

D A

K O

FOR REVIEW ONLY

95% SUBMITTAL

3/16" = 1'-0"

FIBER CEMENT SIDING

STARTER STRIP

AIR INFILTRATION BARRIER -

ALUM. CLAD WOOD

WINDOW

1x4 OAK TRIM W/ EASED

LINTEL (SEE STRUCT) -

FILL VOIDS W/ PLYWOOD

6 MIL POLY V.B.

5/8" GWB

ROOF TRUSS -

SEE STRUCT.

3/4" CEMENT BOARD TRIM

FOAM INSUL. (TYP.)

1/8" REVEAL

EDGES & ENDS (TYP.)

NOTE:

S.D. 1/A8.1 FOR

MATERIALS &

NOTES NOT

INDICATED

CONT. SEALANT JOINT

W/ BACKER ROD

7/16" OSB

2 X 6 AT 16" O.C.

R19 FIBERGLASS INSUL.

FOAM INSUL. (TYP.)

ICE / WATER BARRIER

FLASHING TO SLOPE

TO EXTEROR - VERIFY

W/ WINDOW SUPPLIER

1/4" SEALANT JOINT

W/ BACKER ROD

NOTE:

S.D. 1/A8.1 FOR

MATERIALS &

NOTES NOT

INDICATED

LINTEL BY SIP SUPPLIER

(VERIFY TRIM SIZE

IN ROOM 205)

1x4 OAK TRIM W/ EASED

EDGES & ENDS (TYP.)

NOTE:

S.D. 1/A8.1 FOR

MATERIALS &

NOTES NOT

INDICATED

1/4" SEALANT JOINT

W/ BACKER ROD

STRUCTURAL INSUL.

WALL PANEL

24 GA. P.F. METAL

FLASHING W/ HEM

LIMESTONE CAP

MANUFACTURED

MASONRY BEYOND

3" CONDITION AT

ROOM 100

BACKSPLASH

COUNTERTOP/

AT ROOM 100

1X OAK TRIM

SEALANT AT

ROOM 100

ICE / WATER BARRIER

FLASHING TO SLOPE

TO EXTEROR - VERIFY

W/ WINDOW SUPPLIER

(VERIFY TRIM SIZE

IN ROOM 205)

1x4 OAK TRIM W/ EASED

EDGES & ENDS (TYP.)

AIR INFILTRATION

BARRIER & 30 #

FELT BEHIND

MANUFACTURED MASONRY

ALUM. CLAD WOOD

WINDOW

S.D. 2/A8.1 WHERE

SIDING OCCURS IN

LIEU OF STONE

SIMPSON A-21 OR

EQUAL METAL

BRACKET

MANUFACTURED

MASONRY

NOTE:

S.D. 4/A8.1 FOR

MATERIALS &

NOTES NOT

INDICATED

STRUCTURAL INSUL.

WALL PANEL

3/4" CEMENT

BOARD TRIM

CONT. SEALANT JOINT

W/ BACKER ROD

FIBER CEMENT SIDING

CONT. SEALANT JOINT

W/ BACKER ROD

7/16" OSB

FIBERGLASS INSUL.

ALUM. CLAD WOOD

WINDOW

AT SIP WALLS:

SEE STRUCT. FOR LINTEL

AT 2 X 6 BASEMENT WALLS:

4' -0

" T O

. F

WOOD WINDOW -

SEE SCHEDULE

NOTE:

S.D. 7/A8.1 FOR

MATERIALS & NOTES

NOT INDICATED.

NOTE:

S.D. 6,7/A8.1 FOR

MATERIALS & NOTES

NOT INDICATED.

4" GLASS

1x4 TRIM (TYP.)

WOOD WINDOW -

SEE SCHEDULE

4" GLASS

WOOD STOP

2 X 6 AT 16" O.C.

SOUND INSUL.

5/8" GWB (TYP)

1x4 DOOR TRIM

FIXED WINDOW

SEE SCHEDULE

1/4" GLASS

DOOR & DOOR

FRAME WHERE

OCCURS

5/8" GWB BOTH SIDES

SOUND INSUL.

2 X 6 STUDS AT

16" O.C.

NOTE:

S.D. 11/A8.1 FOR

NOTES & MATERIALS

NOT INDICATED.

SHEET OF

SHEET NO.

A R

R O

W W

O O

D N

O N

A L

G E

H Q

C A

U .S

. F

H A

N D

E R

E P

R E

E , N

O R

A K

D O

W D

A8.1

S E

M B

E R

, 2

A S

S H

O W

B .A

H .J

P R

S S

A L

A R

C H

C T

N O

D A

K O

FOR REVIEW ONLY

95% SUBMITTAL

3" = 1'-0"

1 1/2" = 1'-0"

3" = 1'-0"11

1 1/2" = 1'-0"

3" = 1'-0"

CONC. SLAB -

SEE STRUCT.

2" RIGID INSUL.

DOOR - SEE DR SCHED.

THRESHOLD FILLED

W/ MASTIC

10 MIL POLY V.B.

4"- 6" GRAVEL FILL

FOUNDATION -

SEE STRUCT.

1/2" EXPANSION JOINT

2" RIGID INSUL.

6" GRAVEL FILL

2" 2"

7 1/4"

FIBER CEMENT SIDING

STARTER STRIP

AIR INFILTRATION BARRIER

3/4" CEMENT BOARD TRIM

LINTEL - SEE STRUCT.

H.M. FRAME FILLED W/ INSUL. -

(MIN. 3 ANCHORS AT JAMB)

DOOR - SEE SCHEDULE

24 GA. P.F. SHEET METAL FLASH'G

SEALANT W/BACKER ROD EA SIDE

(MIN. 8" HIGH)

REMOVABLE WOOD

BLKG (FOR FUTURE

GWB INSTALLATION)

FUTURE GWB

6 MIL POLY V.B.

LINE OF

1/2" EXPANSION JOINT

1" RIGID INSUL.

LINTEL BY SIP SUPPLIER

6 MIL POLY V.B.

5/8" GWB

RIGID INSUL. BY SIP SUPPLIER

7 3/4"

DAMPROOFING

3/4" PLYWOOD -

FLOOR JOIST -

SEE STRUCT.

NOTE:

S.D. 2/A8.2 FOR ITEMS

AND NOTES NOT

INDICATED.

FILL JOIST VOID W/

FIBERGLASS

INSULATION

SILL SEALER

SLOPE 1/4" PER FOOTSLOPE 1/4" PER FOOT

NOTE:

S.D. 1/A8.2 FOR ITEMS

AND NOTES NOT

INDICATED.

3 1/2"

ALUM. DOOR / FRAME

6 MIL POLY V.B.

5/8" GWB

CORNER BEAD

L-BEAD

SEALANT W/

BACKER ROD

FILL VOID W/

FIBERGLASS INSUL.

2X FRAMING

NOTE:

S.D. 1/A8.2 FOR ITEMS

AND NOTES NOT

INDICATED.

L-BEAD

FIBERGLASS INSUL.

2 X 6 STUDS AT 16" O.C.

FIBER CEMENT SIDING

AIR INFILTRATION

BARRIER - SEE SPEC

ALUM. DOOR & FRAMESTRUCTURAL INSUL.

WALL PANEL

6 MIL POLY V.B. -

TERMINATE AT

INTERIOR OF

BUILDING

5/8" GWB

SEALANT W/ BACKER ROD -

BOTH SIDES

2 X 6 REQUIRED TO

FASTEN DR FRAME

WOOD FRAMING W/ ALUM.

CLAD SURROUND (TO MATCH

DOOR FRAME)

6" PRECAST

CONC. CAP

(BELOW)

1/4" SEALANT W/

BACKER ROD

BOTH SIDES

4 1/2"

WOOD SHIM

5/8" GWB

BOTH SIDES

ALUM. CLAD TO MATCH

DOOR FRAME

6 MIL POLY V.B.

7/16" OSB

FILL VOID W/

RIGID INSUL.

SEALANT JOINT W/ BACKER

ROD AT TOP OF STONE CAP

DOOR -

SEE DOOR SCHED.

WOOD DOOR FRAME

WOOD DOOR STOP

1 X 4 TRIM

5/8" GWB EACH SIDE

WHERE OCCURS

AT 16" O.C.

2 X 4 OR 2 X 6

SOUND INSUL.

WOOD WINDOW

1/4" GLASS

NOTE:

S.D. 7/A8.2 FOR ITEMS

AND NOTES NOT

INDICATED.

DOOR -

SEE DOOR SCHED.

REMOVABLE WOOD

BLKG (FOR FUTURE

GWB INSTALLATION)

FUTURE GWB 5/8" GWB

2 X 4 OR 2 X 6

H.M. FRAME

(MIN. 3 ANCHORS

PER JAMB)

AT 16" O.C.

5 3/4" AT 2 X 4 WALL

7 3/4" AT 2 X 6 WALL

8" OR 9" CONC.

WALL

5 3/4"

DOOR - SEE

DOOR SCHED.

H.M. FRAME -

GROUT FRAME

DOOR -

SEE DOOR SCHED.

H.M. FRAME

(MIN. 3 ANCHORS

PER JAMB)

5 3/4"

5/8" GWB EACH SIDE

2 X 4 AT 16" O.C.

DOOR -

SEE DOOR SCHED.

ALUM. DOOR

FRAME

NOTE:

S.D. 11/A8.2 FOR ITEMS

AND NOTES NOT

INDICATED.

5/8" GWB EA. SIDE

LINTEL - SEE STRUCT.

L-BEAD

ALUM. DOOR TRACK

BIFOLD DOOR HANGER

1 X 4 TRIM

NAILER

L-BEAD

DOOR GUIDE

FIN. FLR

B.O. TRIM

EL. 107'-0"

1/ 4"

2 LAYERS 30 LB FELT

MANUFACTURED

MASONRY

THRU WALL FLASHING

WEEP HOLES NOT TO

EXCEED 16" O.C.

3 1/2"

4" CMU

GRADE

DAMPROOFING

2" RIGID INSUL.

FOUNDATION WALL -

SEE STRUCT.

4" M

SIP

6 MIL POLY V.B.

5/8" GWB

BASE - SEE RM FINISH SCHED.

3/4" PLYWOOD - SEE STRUCT.

FLOOR JOIST - SEE STRUCT.

FILL VOID W/ FIBERGLASS INSUL.

TREATED SILL PLATE

SILL SEALER

UNDER SLAB DRAINAGE -

SEE CIVIL DRAWINGS

SHEET OF

SHEET NO.

A R

R O

W W

O O

D N

O N

A L

G E

H Q

C A

U .S

. F

H A

N D

E R

E P

R E

E , N

O R

A K

D O

O R

A8.2

S E

M B

E R

, 2

A S

S H

O W

B .A

H .J

P R

S S

A L

A R

C H

C T

N O

D A

K O

FOR REVIEW ONLY

95% SUBMITTAL

1 1/2" = 1'-0"

1 1/2" = 1'-0"8

1 1/2" = 1'-0"

A R

R O

W W

O O

D N

O N

A L

G E

H Q

C A

U .S

. F

H A

N D

E R

E P

R E

E , N

O R

A K

R O

O M

S C

A9.1

S E

M B

E R

, 2

A S

S H

O W

B .A

H .J

P R

S S

A L

A R

C H

C T

N O

D A

K O

REMARKS

ROOM FINISH SCHEDULE

NO. NAME FLOOR BASE WALLS CEILING

B01

B02

B03

B04

B05

B06

B07

102 MEN

103 WOMEN

104 HALLWAY

105 EXHIBIT

106 LOBBY

108 RESOURCE ROOM

109 GIS LAB

110 BREAK ROOM

111 VESTIBULE

107 VESTIBULE

112 STAIR

113 ELEVATOR

114 JANITOR

115 OPEN OFFICES

116 VESTIBULE

117 OPEN OFFICE

118 OFFICE

119 OFFICE

120 VESTIBULE

122 HALLWAY

123 LE STORAGE

124 RECYCLE

121 OFFICE

125 LE OFFICE

ABBREVIATIONS:

100 CONFERENCE ROOM

101 STORAGE

126 ASSISTANT MGR'S OFFICE

127 MANAGERS OFFICE

128 HALLWAY

129 BUDGET

130 FILE / FAX / IT / ADMIN.

CPT-1 ALL WALLS TO BE PAINTED GYPSUM BOARD (PT-1) WITH ACCENT WALL ( PT-2)

CPT-1 ALL WALLS TO BE PAINTED GYPSUM BOARD (PT-1)

CFT - 2 CWT-4

SLOPED - 1 X 6 T&G CEDAR (ST-1)

SLOPED - PAINTED GYPSUM BOARD (PT-1)

FLAT - PAINTED GYPSUM BOARD (PT-1)

ALL WALLS TO BE PAINTED GYPSUM BOARD (PT-1) FLAT - PAINTED GYPSUM BOARD (PT-1)

ALL WALLS TO BE PAINTED GYPSUM BOARD (PT-1) SLOPED - 1 X 6 T&G CEDAR (ST-1)

SLOPED - PAINTED GYPSUM BOARD (PT-1)?

CPT-2

CFT - 1 CFT -1 FWS LOGO IN FLOOR;

RECESSED FLOOR MATSALL WALLS TO BE PAINTED GYPSUM BOARD (PT-1)

ALL WALLS TO HAVE 48" WAINSCOT (CWT-3 / CWT-4) AND PAINTED GYPSUM BOARD (PT-1)

RECESSED FLOOR MATSCFT - 1 CFT -1 ALL WALLS TO BE PAINTED GYPSUM BOARD (PT-1)

CPT-2 ALL WALLS TO BE PAINTED GYPSUM BOARD (PT-1)

CPT-1

CPT-1 ALL WALLS TO BE PAINTED GYPSUM BOARD (PT-1)

CPT-1 ALL CAB WALLS TO BE PLASTIC LAMINATE (P LAM - 1)---

VCT VB ALL WALLS TO BE PAINTED GYPSUM BOARD (PT-1)

ALL WALLS TO BE PAINTED GYPSUM BOARD (PT-1) WITH ACCENT WALL ( PT-2)

CPT-2 ALL WALLS TO BE PAINTED GYPSUM BOARD (PT-1) WITH ACCENT WALL ( PT-2)

ALL WALLS TO BE PAINTED GYPSUM BOARD (PT-1)

CPT-1 ALL WALLS TO BE PAINTED GYPSUM BOARD (PT-1)

CPT-2 ALL WALLS TO BE PAINTED GYPSUM BOARD (PT-1)

VCT VB ALL…

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

File details come from the government source that posted it. Updated Feb 16, 2024.