NOTE: It is possible that members of other governmental bodies of the municipality may be present at the above scheduled

meeting to gather information about a subject over which they have decision-making responsibility. No action will be taken by

any governmental body at the above-stated meeting other than the governmental body specifically referred to above in this

notice. Meetings may be recorded for public viewing and record retention.

Please note that, upon reasonable notice, efforts will be made to accommodate the needs of disabled individuals through

appropriate aids and services. For additional information or to request this service, contact Village Hall at (715) 294-3498.

MEETING NOTICE

VILLAGE OF OSCEOLA

HISTORIC PRESERVATION COMMISSION

Date: Thursday, December 1, 2020

Time: 5:30 p.m.

Place: Video Conference

ATTENTION

TO PROTECT ALL COMMITTEE AND COMMUNITY MEMBERS THIS

MEETING WILL BE CONDUCTED VIA VIDEO CONFERENCE.

Please join my meeting from your computer, tablet or smartphone.

https://global.gotomeeting.com/join/318279309

You can also dial in using your phone.

United States: +1 (872) 240-3311

Access Code: 318-279-309

New to GoToMeeting? Get the app now and be ready when your first meeting starts:

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Agenda

1) Approval of agenda

2) Approval of minutes

a) October 22, 2020 meeting

3) Other appropriate business

a) Site Plan Review for 409 N. Cascade Street (Hiawatha Bank)

b) Certificate of Compliance request for 204 Second Avenue (Salon 204)

4) Adjourn

ADOPTED XX-XX-2020

VILLAGE OF OSCEOLA

HISTORIC PRESERVATION COMMISSION SUMMARY OF PROCEEDINGS

OCTOBER 22, 2020

The Historic Preservation Commission of the Village of Osceola met via video and in person on October 22,

2020. Chair Deb Rose called the meeting to order at 6:00 p.m.

Present: Rose, Rice, Burch, Lorenz, Helgeson, Viebrock

Absent: None

Staff present: Administrator Krumenauer

Approval of agenda

Motion by Burch and seconded by Rice to approve the agenda.

(Vote: Yes-6, No-0. Motion Carried)

Approval of minutes August 25, 2020 meeting

Motion by Lorenz and seconded by Rice to approve the minutes of the August 25, 2020 meeting.

(Vote: Yes-6, No-0. Motion Carried)

Sign permit review 102 Second Avenue (The Staple)

Krumenauer outlined the item including site particulars. The applicant is request wall and board signage for the

double fronted structure. Signage is complaint in design and is below the overall square footage requirement

(proposed is 60 sqft of signage and allowed is 78 sqft). Additional signage within the proposal includes a wall

sign for a future use in the basement. While not set yet, the applicant is requesting approval of the area so they do

not need to ask for another approval in the future. The second component is a request to allow the proposed color

improvements to the buildings trim. The color choices will be a dark brown and black finish that will better match

the overall building. Krumenauer also described a proposed wing wall installation proposed on the north wall near

the west side of the building. The wings will be large enough to allow a person to take a picture by them and will

be stylized to include local character within the design. Krumenauer stated that there is no local regulations on

wall art and as such HPC will have to review based on the overall concept.

Viebrock asked if the wings are going to be painted on the wall. Krumenauer responded affirmatively.

Burch stated his concern over the wings but felt the rest was appropriate.

Rose stated that she is in support of the wings and finds the concept fine even though it is not something she is

interested in personally.

Helgeson commented that the wing installation may have run its course. She went on to ask if they would look at

something more fitting with the area. Krumenauer said that he is not aware of any other options reviewed by the

applicant.

Rice said that he is concerned that the wings are not historically significant and don’t fit the downtown setting.

Lorenz stated his support for wall installations but felt that an old steamer or a more fitting option could be

explored.

Rice asked if a precedent will be set if the wings are allowed.

Rose said that a wing painting was already allowed on Adoray’s but is smaller and higher on the wall. She went

on to say that more questions should be asked about the installation. Rose finished by saying that she is supportive

of the request.

Motion by Burch and seconded by Viebrock to approve the signage/trim as proposed with the exclusion of the

proposed wing installation.

Vote: Yes – 6, No – 0. Motion Carried.

Sign permit review 209 Chieftain Street (Valley Spirits)

Krumenauer outlined the request which included the reinstallation of sign faces and exterior lighting for the old

Valley Spirit sign. The sign is considered legal nonconforming and is allowed to be refaced without major

approvals necessary. The sign isn’t as tall as code would require for a new sign, but is still compliant based on the

applicants provided concept paperwork. Additionally, the applicant is requesting that the sign be improved with

exterior down lighting. The lights are gooseneck in design and would bring the sign closer to full compliance.

Limited interior lighting will still be allowed as it is already existing.

Rice asked what portions would be lit by interior lighting. Krumenauer said that according to the applicant, only

the bottle outline would be lit.

Lorenz asked if the signs are the same on both sides. Krumenauer responded affirmatively.

Burch asked a clarifying question on location. Krumenauer stated that the sign is very near the setback limits but

is on private property and generally compliant in setup.

Burch made a motion that was seconded by Rose to approve the sign as requested.

Vote: Yes – 6, No – 0. Motion Carried.

Building remodel discussion 204 Second Avenue (Salon 204 – discussion only)

Krumenauer outlined the discussion only item including the planned improvements. He explained that Salon

204’s owner is planning on making substantial improvements including siding, trim, stone hip walls, new awning

and lighting. A limited discussion was held including a general appreciation for the owner’s desire to improve the

site.

Rose stated her support of the stone concept but isn’t sure on the lighting component as discussed. She went on to

say that it is encouraging to see this level of improvement within our downtown.

Helgeson asked if the door would be refinished with a pink hue. Krumenauer responded affirmatively.

Krumenauer stated that the owner reached out for some guidance on potential colors from the local historical

society. She stated that the color choices are not inconsistent with the local area’s history.

After no further discussion. Krumenauer said that he will bring the comments back to the property owner.

Other Appropriate Business

None

Adjourn

Rose adjourned the meeting at 7:01 pm

Respectfully submitted by:

Benjamin Krumenauer, Recording Secretary

SITE PLAN REVIEW STAFF REPORT Drafted: November 26, 2020

ITEM 5a 1

ITEM 4: DISCUSSION AND POSSIBLE ACTION RE: APPROVAL OF KWIK TRIP

DEVELOPMENT PROPOSAL

GENERAL INFORMATION

Application

Applicant: Derrick Construction

1505 HWY 65 New Richmond, WI 54017

Owner: Hiawatha National Bank

409 N. Cascade Street, Osceola, WI 54020

Site Location: Hiawatha National Bank

409 N. Cascade Street, Osceola, WI 54020

Action(s) Requested

Action 1: Applicant is requesting general site approval for a building expansion including exterior

renovations.

Applicable Provisions

Municipal Code of the Village of Osceola

Chapter 219: Zoning of the Village of Osceola Municipal Code

Village of Osceola Comprehensive Plan

BACKGROUND INFORMATION

Property Location and Type

The subject property totals 0.39 acres in area and is currently occupied by Hiawatha National Bank.

The property includes a single-story building with a three stall drive up area. The site is substantially

urbanized including landscaping, parking, structure and drive lanes. The site has public utilities

available from N. Cascade Street and 5th Avenue. The parcel is located wholly within Village limits.

Subject Site

Existing Land Use Zoning

Commercial B-1 General Commercial District

SITE PLAN REVIEW STAFF REPORT Drafted: November 26, 2020

ITEM 5a 2

Adjacent Land Use and Zoning

Existing Land Uses Zoning

North Residential R-U Urban Single-Family Residential District

East Commercial B-1 General Commercial District

South Commercial/Public Parking B-1 General Commercial District

Residential R-U Urban Single-Family Residential District

West Residential R-U Urban Single-Family Residential District

Comprehensive Plan

Land Use Recommendation Use Category

Current Land Use Commercial

Future Land Use Mixed Use

ANALYSIS

Proposed Development Characteristics (see sheet C3)

The development is categorized as an existing building renovation and addition. The proposed expansion

includes a base floor addition to the north side of the structure (24’ x 29’4.25”) and construction of a

second floor over a large portion of the building (43’7.5” x 29’6”). Additional site improvements include

complete updating of the exterior wall surfaces, new concrete and asphalt replacements and decorative

features. All enhancements are proposed on the existing site and no increase in parking or landscaping is

proposed. Existing staffing levels are anticipated to remain the same.

Stormwater Management (see sheets C4)

Storm water management will be provided via existing site management. The reconstructed drive

surfaces will be rebuilt into existing approved stormwater management slopes. Additionally, Village

engineering review shows that the site enhancements fit within regulation and do not require full site

compliance.

Parking and Traffic Patterns (see sheet C3)

There are no proposed changes to parking and traffic flow. The site will have 11 standard and 1 handicap

stalls. Overflow parking is available within the 38-stall 4th Avenue public lot.

Lighting

New exterior lighting will include downlights and exterior wall sconces. No new lighting is proposed for

the parking lot.

SITE PLAN REVIEW STAFF REPORT Drafted: November 26, 2020

ITEM 5a 3

Signage

No signage enhancements are proposed. Existing signage includes one pedestal sign (to remain) and

limited entrance signage.

Structure (see sheets A5 & A6)

The proposed addition is focused on the north end and front façade of the building. In addition to the

second floor in general, enhancements will include larger picture windows to the north, improved

entrances and replaced landscaping.

Aesthetic Features: aesthetic enhancements include improved entrance dormers and gables. Aesthetic

wall line features and varied wall materials. Stone hip walls and entrance columns are also proposed.

Aesthetic features require Historic Preservation Commission approval prior to final building permit

issuance. A meeting with HPC is planned for the week November 30th.

Overall structure height is set at 34’ 7” (Village code allows for 60’).

RECOMMENDATION(S)

Administrator recommends approval of Item 5a with the following condition(s):

1. Proposal receive site plan approval through Historic Preservation Commission.

SHEET INDEX

A5 EXTERIOR ELEVATIONS AND ROOF PLAN

A6 EXTERIOR ELEVATIONS

SHEETS WITH UPDATES INDICATED WITH X

SHEETS WITH NO UPDATES INDICATED WITH

NEW SHEET IS INDICATED WITH

A7 BUILDING SECTIONS

A9 ENLARGED PLANS AND DETAILS

A1 NEW CONSTRUCTION FOUNDATION & MAIN FLOOR PLAN

A2 NEW CONSTRUCTION UPPER FLOOR

A8 BUILDING SECTIONS

A11 INTERIOR ELEVATIONS

D1 DEMOLITION PLAN - MAIN LEVEL

A3 REFLECTED CEILING PLAN

A4 STANDARD PARTITION TYPES, DOOR AND WINDOW TYPES AND DETIALS

ARCHITECTURAL

EXG DOOR & FRAME

NEW DOOR & FRAME

REVISION REFERENCE

PARTITION OR WALL TYPE

ELEVATION DRAWING NUMBER

SECTION/DETAIL DRAWING NUMBER

KEYNOTE REFERENCE PER DRAWING

DOOR TYPE

WINDOW TYPE

EXIT SIGN

CODES

REFERENCE PLAN

PROJECT GENERAL NOTES

A10 ENLARGED PLANS AND DETAILS

G1 NOT USED

GENERAL INFORMATION

A. PROJECT NAME: HIAWATHA BANK

B. PROJECT LOCATION: 409 N CASCADE ST.

OSCEOLA, WI 54020

C. ZONING AND LAND USE: RIVERTOWN MANAGEMENT ZONE

D. TOTAL REMODELED AREA: 1,142 S.F.

E. TOTAL ADDITION AREA: 1,960 S.F.

F. TOTAL NO WORK AREA: 536 S.F.

F. GROSS BUILDING SIZE: 3,638 S.F.

APPLICABLE CODES

D. VILLAGE OF OSCEOLA ZONING ORDINANCE CURRENT EDITION

E. WISCONSIN STATE BUILDING CODE CURRENT EDITION

F. INTERNATIONAL BUILDING CODE 2009 EDITION

G. NFPA-1 2009 EDITION

H. INTERNATIONAL MECHANICAL AND FUEL GAS CODE 2000 EDITION

I. WISCONSIN COMMERCIAL PLUMBING CODE CURRENT EDITION

J. NATIONAL ELECTRICAL CODE (NFPA 70/NEC) 2011 EDITION

K. INTERNATIONAL ENERGY CONSERVATION CODE 2009 EDITION

L. WISCONSIN ACCESSIBILITY CODE CURRENT EDITION

USE AND OCCUPANY CLASSIFICATION (IBC CHAPTER 3)

A. BUSINESS (SECTION 304) GROUP B

GENERAL BUILDING HEIGHTS AND AREAS (IBC CHAPTER 5)

A. ALLOWABLE BUILDING HEIGHTS AND AREAS TABLE 503

B NON-SPRINKLERED ALLOWABLE 2 STORIES (ACTUAL) 2

STORIES

NON-SPRINKLERED ALLOWABLE 40 FEET (ACTUAL) 35 FEET

NON-SPRINKLERED ALLOWABLE 9,000 S.F. (ACTUAL) 3,638

S.F.

TYPES OF CONSTRUCTION (IBC CHAPTER 6)

A. TYPE V-B

B. BUILDING ELEMENT FIRE RESISTANCE

PRIMARY STRUCTURE 0 HRS

BEARING WALLS EXTERIOR 0 HRS

INTERIOR 0 HRS

NONBEARING WALLS/PARTITIONS EXT 1 HRS X < 5 FT. TABLE 602

1 HRS 5 < X < 10 FT. TABLE 602

0 HRS 10 < X < 30 FT. TABLE 602

0 HRS X < 30 FT. TABLE 602

NONBEARING WALLS/PARTITIONS INT. 0 HRS

FLOOR 0 HRS

ROOF 0 HRS

FIRE AND SMOKE PROTECTION FEATURES (IBC CHAPTER 7)

BUILDING ELEMENT FIRE RESISTANCE

A. FIRE WALLS 3 HR

B. FIRE BARRIERS 2 HR

C. SHAFT ENCLOSURES

* CONNECTING 4 OR MORE STORIES 2 HR

* CONNECTING LESS THAN 4 STORIES 1 HR

D. FIRE PARTITIONS

* CORRIDOR WALLS 1 HR (UNSPRINKLERED)

0 HR (SPRINKLERED)

E. SMOKE BARRIERS 1 HR

F. SMOKE PARTITIONS 0 HR

MEANS OF EGRESS (IBC CHAPTER 10)

1011.2 WIDTH AND CAPACITY

EXCEPTIONS:

A. STAIRWAYS SERVING AND OCCUPANT LOAD LESS THAN 50 SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES.

1011.3 HEADROOM

B. STAIRWAYS SHALL HAVE A HEADROOM CLEARANCE OF NOT LESS THAN 80 INCHES MEASURED VERTICALLY FROM A LINE

CONNECTING THE EDGE OF THE NOSINGS. SUCH HEADROOM SHALL BE CONTINUOUS ABOVE THE STAIRWAY TO THE POINT

WHERE THE LINE INTERSECTS THE LANDING BELOW, ONE TREAT DEPTH BEYOND THE BOTTOM RISER. THE MINIMUM CLEARANCE

SHALL BE MAINTAINED THE FULL WIDTH OF THE STAIRWAY AND LANDING.

10115.2 RISER HEIGHT AND TREAD DEPTH

C. STAIR RISER HEIGHTS SHALL BE 7" MAX. AND 4" MIN. TREAD DEPTH SHALL BE 11 INCHES MIN.

1011.7.3 ENCLOSURES UNDER INTERIOR STAIRWAYS

D. THE WALLS AND SOFFITS WITHIN ENCLOSED USABLE SPACES UNDER ENCLOSED AND UNENCLOSED STAIRWAYS SHALL BE

PROTECTED BY 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION. ACCESS TO THE ENCLOSED SPACE SHALL NOT BE DIRECTLY

FROM WITHIN THE STAIRWAY ENCLOSURE.

1011.11 HANDRAILS

E. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE AND SHALL COMPLY WITH SECTION 1014.

1014.2 HEIGHT

F. HANDRAIL HEIGHT SHALL BE UNIFORM NOT LESS THAN 34" AND NOT MORE THAN 38".

1014.4 CONTINUITY

G. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.

1015.3 GUARDRAIL HEIGHT

H. REQUIRED GUARDS SHALL BE NOT LESS THAN 42 INCHES HIGH.

PLUMBING FIXTURE COUNT (IBC CHAPTER 29)

A. B OCCUPANCY TOTAL - 98

(FIXTURES REQUIRED)

* WC 1 PER 25 FOR THE FIRST 50

1 PER 50 FOR THE REMAINDER EXCEEDING 50

* LAVATORY 1 PER 40 FOR THE FIRST 80

1 PER 80 FOR THE REMAINDER EXCEEDING 80

* DRINKING FOUNTAIN 1 PER 100

(FIXTURES PROVIDED) MEN WOMEN

TOTAL OCC = 98

* WC 49 49

* LAVATORY 49 49

DRINKING FOUNTAIN *WATER STATIONS MAY BE SUBSTITUTED FOR

DRINKING FOUNTAINS.

ARCHITECTURAL SYMBOLS

PROJECT DIRECTORY

DIVINE DESIGN

2424 MONETARY BLVD.

HUDSON, WISCONSIN 54016

CONTACT: Alissa Deneen, Assoc. AIA

Cell: 651-808-5889

ARCHITECTURAL DESIGN

CEDAR CORPORATION

604 WILSON AVE.

MENOMONIE, WI 54751

CONTACT: XXXX

Cell: XXX-XXX-XXXX

STRUCTURAL

BRICKLINEN

1165 7TH STREET WEST

ST. PAUL, MN 55102

CONTACT: Lisa Robbins

Cell: 651.247.7718

INTERIOR DESIGN

HIAWATHA BANK

409 N CASCADE ST.

OSCEOLA, WI 54020

CONTACT: Valerie Memmer

Cell: 715.294.4009

CLIENT

AB

AC

ACBD

ACT

ADDM

ADJ

ADJ

ADJ

AFF

AHU

ALT

ALUM

AP

APPROX

ARCH

AWT

BB

BD

BITUM

BLDG

BLK

BLKG

BM

BMU

BOT

BRG

BUR

CAB

CB

CI

CJ

CT

CEM

CEMPLAS

CHBD

CG

CL

CLG

CLR

CMU

CO/COR

COL

COMP

CONC

CONF

CONT

CONTR

CPT

CSG

CUH

D

DBL

DEMO

DET

DF

DIA

DIM

DISP

DN

DR

DR

DS

DT

DW

DWG

DATUM

9'-0"±

FL

R

F

RECESSED LIGHT

LIGHT FIXTURE

WALL SCONCE

FLUORESCENT LIGHT

ELEVATION INDICATOR

1

D

XX

XX

12

1.2

B

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE

APPLICABLE CODES AND REGULATIONS.

2. DRAWINGS ARE NOT TO BE SCALED. CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCEMENT OF WORK, AND

SHALL NOTIFY DIVINE CUSTOM HOMES IF ANY CONFLICTS OR DISCREPANCIES OCCUR.

3. THE GENERAL CONTRACTOR, ASSOCIATED SUBCONTRACTORS, AND ALL OF THEIR

SUBORDINATES (REGARDLESS OF THE TRADE INVOLVED) SHALL FAMILIARIZE

THEMSELVES WITH ALL INFORMATION LOCATED WITHIN THE COMPLETE

CONSTRUCTION DOCUMENT SET (ALL DRAWINGS AND SPECIFICATIONS) PRIOR TO

CONSTRUCTION.

4. MATERIALS AND NOTES COMMON TO SEVERAL DRAWINGS MAY BE NOTED ON ONLY

ONE DRAWING. CONTRACTORS SHALL BE RESPONSIBLE FOR ENTIRE SET OF

DOCUMENTS. REVIEW SPECIFICATIONS FOR INSTRUCTIONS NOT SHOWN ON

DRAWINGS.

5. REFERENCES SHOWN ON DRAWINGS DO NOT NECESSARILY INDICATE ALL LIKE

CONDITIONS AND DO NOT LIMIT APPLICATION OF DRAWING OR DETAIL WHERE

SPECIFIC DIMENSION, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED.

6. CONTRACTOR SHALL MAINTAIN CLEAN AND PRESENTABLE WORK AND STORAGE

AREAS, AND SHALL NOT ALLOW ANY MATERIAL AS A RESULT OF DEMOLITION OR

CONSTRUCTION TO ACCUMULATE.

7. UPON COMPLETION OF WORK, CONTRACTOR SHALL REMOVE ALL CONSTRUCTION

DEBRIS. ALL AREAS AFFECTED BY THE PROJECT SHALL BE DELIVERED CLEAN,

WHOLE, TIGHT, AND FIT FOR IMMEDIATE OCCUPANCY.

9. ADJACENT AREAS OF THE CAMPUS WILL BE OCCUPIED FOR THE DURATION OF

DEMOLITION AND CONSTRUCTION. MAINTAIN ACCESS TO THESE AREAS AT ALL TIMES

AND COORDINATE SCHEDULING OF DISRUPTIVE ACTIVITIES WITH THE OWNER.

10. OWNER'S LIFE SAFETY AND INFORMATION TECHNOLOGY SYSTEMS SHALL REMAIN

FUNCTIONAL THROUGHOUT THE DURATION OF DEMOLITION AND CONSTRUCTION

ACTIVITIES. SERVICES TO ADJACENT AREAS SHALL NOT BE DISRUPTED UNLESS

COORDINATED IN ADVANCE WITH THE OWNER PER SPECIFICATION REQUIREMENTS.

11. COORDINATE ALL WORK INDICATED BY ARCHITECTURAL, MECHANICAL,

ELECTRICAL, AND STRUCTURAL. WORK SHOWN BY ONE TRADE MAY AFFECT ANOTHER.

G2 LIFE SAFTEY

ABSOLUTE

ACOUSTIC

ACOUSTIC BOARD

ACOUSTICAL CEILING TILE

ADDENDUM

ADJACENT

ADJOINING

ADJUSTABLE

ABOVE FINISHED FLOOR

AIR HANDLING UNIT

ALTERNATE

ALUMINUM

ACCESS PANEL

APPROXIMATE

ARCHITECT

ACOUSTICAL WALL TREATMENT

BULLETIN BOARD

BOARD

BITUMINOUS

BUILDING

BLOCK

BLOCKING

BENCH MARK, BEAM

BURNISHED MASONRY UNIT

BOTTOM

BEARING

BUILT-UP ROOFING

CABINET

CATCH BASIN

CAST IRON

CONTROL JOINT

CERAMIC TILE

CEMENT

CEMENT PLASTER

CHALK BOARD

CORNER GUARD

CENTER LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

CONTRACTING OFFICER (REP)

COLUMN

COMPOSITION

CONCRETE

CONFERENCE

CONTINUOUS

CONTRACTOR

CARPET

CASING

CABINET UNIT HEATER

DEPTH

DOUBLE

DEMOLITION

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIMENSION

DISPENSER

DOWN

DOOR

DRAIN

DOWN SPOUT

DRAIN TILE

DISHWASHER

DRAWING

EACH

EACH FACE

EXTERIOR FINISH INSULATION

EXPANSION JOINT

ELEVATION

ELECTRICAL

ELEVATOR

ENCLOSURE

EQUAL

EACH WAY

ELEC.. WATER COOLER

EXPANSION, EXPOSED

EXPANSION MATERIAL

EXTERIOR

EXISTING

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH

FLOOR

FIREPROOFING

FRAME

FOOT

FOOTING

FABRIC WALL COVERING

EA

EF

EFIS

EJ

EL

ELEC

ELEV

ENCL

EQ

EW

EWC

EXP

EXPMATL

EXT

EXG

FD

FDTN

FE

FEC

FIN

FLR

FP

FR

FT

FTG

FWC

GA

GALV

GB

GEN

GI

GL

GLU LAM

GYP

GAGE

GALVANIZED

GRAB BAR

GENERAL

GALVANIZED IRON

GLASS

GLUED LAMINATED WOOD

GYPSUM

HC

HD

HDBD

HDW

HDWD

HNDRL

HM

HORIZ

HT

HOLLOW CORE

HAND DRYER

HARDBOARD

HARDWARE

HARDWOOD

HANDRAIL

HOLLOW METAL

HORIZONTAL

HEIGHT

ID

INSUL

INT

JAN

JST

JT

INSIDE DIAMETER

INSULATION

INTERIOR

JANITOR

JOIST

JOINT

LAV

LF

LINO

LKR

LOC

MATL

MAX

MECH

MET/MTL

MEZZ

MFR

MH

MK BD

MIN

MIRR

MISC

MO

MR

MTG

LAVATORY

LINEAR FEET (FOOT)

LINOLEUM

LOCKER

LOCATION, LOCATE

MATERIAL

MAXIMUM

MECHANICAL

METAL

MEZZANINE

MANUFACTURER

MANHOLE

MARKER BOARD

MINIMUM, MINUTE

MIRROR

MISCELLANEOUS

MASONRY OPENING

MOISTURE RESISTANT

MOUNTING

N

NA

NIC

NTS

NO

OC

OD

OFF

OPNG

OPP

OH

ORIG

NORTH

NOT APPLICABLE

NOT IN CONTRACT

NOT TO SCALE

NUMBER

ON CENTER

OUTSIDE DIAMETER

OFFICE

OPENING

OPPOSITE

OVERHEAD

ORIGINAL

PC

PBD

PERF

PL

PLAS

PLAM

PLYWD

PREFIN

PTD

PTH

PT

QT

R

RAD

RB

RD

REC

REF

REINF

REQD

RESIL

RM

RO

RS

RTF

S

SAT

SC

SCHED

SECT

SD

SGD

SGT

SHTHG

SIM

SND

SPEC

SQ FT

SS

STL

STOR

STRUCT

SUSP

SV

PORTLAND CEMENT

PARTICLE BOARD

PERFORATED

PLATE

PLASTER

PLASTIC LAMINATE

PLYWOOD

PREFINISHED

PAPER TOWEL DISPENSER

PAPER TOWEL HOLDER

PAINT

QUARRY TILE

RISER, RADIUS, RANGE

RADIATOR

RESILIENT BASE

ROOF DRAIN

RECESSED

REFRIGERATOR

REINFORCED

REQUIRED

RESILIENT

ROOM

ROUGH OPENING

ROUGH SAWN

RUBBER TILE FLOORING

SOUTH

SUSPENDED ACOUSTICAL TILE

SOLID CORE

SCHEDULE

SECTION

SOAP DISPENSER

SLIDING GLASS DOOR

STRUCTURAL GLAZED TILE

SHEATHING

SIMILAR

SANITARY NAPKIN DISPENSER

SPECIFICATION

SQUARE FOOT

STAINLESS STEEL

STEEL

STORAGE

STRUCTURAL

SUSPENDED

SHEET VINYL

T

TB

TD

TEL

TEMP

TER

TKBD

T&G

TPD

TYP

UNEX

UNFIN

UNO

UR

VB

VCT

VERT

VIF

VWC

W

W/

W/O

WC

WD

WDW

WGL

WH

WWM

WI

TREAD, TOILET

TOWEL BAR

TOWEL DISPENSER

TELEPHONE

TEMPERED

TERRAZZO

TACK BOARD

TONGUE AND GROOVE

TOILET PAPER DISPENSER

TYPICAL

UNEXCAVATED

UNFINISHED

UNLESS NOTED OTHERWISE

URINAL

VINYL BASE

VINYL COMPOSITION TILE

VERTICAL

VERIFY IN FIELD

VINYL WALL COVERING

WEST

WITH

WITHOUT

WATER CLOSET

WOOD

WINDOW

WIRE GLASS

WATER HEATER

WELDED WIRE MESH

WROUGHT IRON

ABBREVIATIONS

CHANGE @ EXTERIOR CEDAR BEAM SIZE. SEE SHEET A/5 AND A/6

REVISIONS

1

CHANGE @ FIREPLACE MANTEL HEIGHT. SEE SHEET A/11

2

CHANGE @ WINDOW AND DOOR SCHEDULE. SEE SHEET A/4 FOR DETAILS.

CHANGE @ BEARING WALL (OFFICE 106). SEE SHEET A/1 AND A/11.

ADDED (1) RISER AT DOOR 10.1. TO ACCOMMODATE FOR EXISTING GRADE CONDITIONS. SEE SHEET A/1.

CHANGE @ AMOUNT OF LIGHT FIXTURES. SEE SHEET A/3.

3

4

CHANGE @ WINDOW SIZES DOORS. SEE SHEET A/4.

EXISTING SOFFIT, FASCIA AND ROOFING WILL BE REPLACED TO MATCH NEW. SEE SHEET D1.

CHANGE @ BUILDING SECTION. REMOVE EXG. WALLS @ ENTRY, IN FILL WITH ALL NEW. SEE SHEET A7.

CHANGE @ BUILDING SECTION WALL DETAIL. SEE SHEET A7.

CHANGE @ FIREPLACE , WALL ADDED FOR VERTICAL VENTING. SEE SHEET A1 AND A11.

5

REMOVED STEP AND CHANGED DOOR 101. REPLACED WITH CLOSET. SEE 2/A1 AND A4.

REMOVED DOOR 103.

SEE NEW FINISH PLAN SHEET A12 FOR NEW FLOOR FINISHES.

ADDED TONGUE AND GROOVE CEILING @ EXT. TELLER AREA W/ NEW LED TASK LIGHTING. SEE 1/A3.

EXG. TELLER WINDOW TO REMAIN. SEE SHEET A1.

REMOVED CURTAIN WALL @ OFFICE ROOM 106. SEE SHEET A1.

S101 FOUNDATION PLAN

STRUCTURAL

S102 FLOOR FRAMING PLAN

S103 ROOF FRAMING PLAN

C1 EXISTING SITE CONDTIONS

CIVIL

C2 REMOVAL PLAN

C3 SITE PLAN

TITLE SHEET

C4 GRADING PLAN

C5 CIVIL DETAILS

G0 TITLE SHEET

A12 FINISH PLAN

X

X

X

S201 STRUCTURAL DETAILS

G0

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8.13.2020

8.21.2020

9.23.2020

3

4

SCALE: 1/4 = 1'-0"

LIFESAFETY - MAIN LEVEL1G2 SCALE: 1/4 = 1'-0"

LIFESAFETY - UPPER LEVEL2G2

Furnace

ELEC.

NO WORK

THIS AREA

BOOKS/MEDIA

CO

FF

EE

DRIVE

OFFICE

104

TELLER

STATION

103

LOBBY

102

ENTRY

101

OFFICE

105

CLOSING

ROOM

112

MECH.

ROOM

107

UNISEX

TOILET

108

UNISEX

TOILET

109

CIRCULATION

110

OFFICE

111

OFFICE

106

24" TRUSSES

SPANS TO MEET

L/480

DRIVE

DN

(19)R

S

UNDER.

CNTR. REF.

UNDER.

CNTR. REF.

OFFICE

201

CONFERENCE

202

SECURED

FILING

203

OFFICE

204

BREAK

ROOM

205

UNISEX

TOILET

206

OFFICE

207

CIRCULATION

208

OCCUPANCY CALCULATIONS - MAIN LEVEL (IBC CHAPTER 10)

ASSEMBLY AREA TOTAL AREA OCC. LOAD FACTOR ACTUAL OCC. LOAD

ACCESSORY STORAGE AREAS, 130 S.F. 300 GROSS 1

MECHANICAL EQUIPMENT ROOM

LOBBY 170 S.F. 15 NET 12

VESTIBULE 92 S.F. 5 NET 19

CIRCULATION 230 S.F. 5 NET 46

OFFICE AREA 690 S.F. 100 GROSS 7

TOTAL OCC. LOAD

84

OCCUPANCY CALCULATIONS - UPPER LEVEL (IBC CHAPTER 10)

ASSEMBLY AREA TOTAL AREA OCC. LOAD FACTOR ACTUAL OCC. LOAD

ACCESSORY STORAGE AREAS, 166 S.F. 300 GROSS 1

MECHANICAL EQUIPMENT ROOM

BREAK ROOM 82 S.F. 15 NET 6

OFFICE AREA 710 S.F. 100 GROSS 7

TOTAL OCC. LOAD

14

MEANS OF EGRESS (IBC CHAPTER 10)

A. EGRESS WIDTH (SECTION 1005)

COMPONENT WIDTH FACTOR

* STAIR 0.3

* ALL OTHER 0.2

B. COMMON PATH OF EGRESS TRAVEL (SECTION 1014.3) <75'

EXIT ACCESS TRAVEL DISTANCE (TABLE 1016.1) 200' W/OUT SPRINKLER

300' W/SPRINKLER

D. CORRIDORS (SECTION 1018)

FIRE RESISTANCE RATING (TABLE 1018.1)

B OCCUPANCY SERVING OVER 30 PEOPLE 1 HR W/OUT SPRINKLER 0 HR W/SPRINKLER

* WIDTH (SECTION 1018.2) MINIMUM 44"

36" IF SERVING OCCUPANT LOAD

OF LESS THAN 50

* DEAD END (SECTION 1018.4) 20' W/OUT SPRINKLER

50' W/ SPRINKLER OR

LENGTH 2.5X LEAST WIDTH OF CORRIDOR

A. MINIMUM NUMBER OF EXISTS PER OCCUPANT LOAD (TABLE 1021.1)

MAIN LEVEL REQUIRED (2) (3) PROVIDED

UPPER LEVEL REQUIRED (1) (1) PROVIDED

D

I

S

T

A

N

C

E

B

E

T

W

E

E

N

E

X

I

T

S

O

V

E

R

A

L

L

D

I

A

G

O

N

A

L

D

I

S

T

A

N

C

E

7

8

'

-

6

"

34" EGRESS

WIDTH

EXIT #2

EXIT #1

34" EGRESS

WIDTH

34" EGRESS

WIDTH

EXIT #3

EXIT #1

47" EGRESS

WIDTH

5

6

'

-

0

"

P

A

T

H

O

F

T

R

A

V

E

L

5

6

'

-

0

"

O

V

E

R

A

L

L

D

I

A

G

O

N

A

L

D

I

S

T

A

N

C

E

5

1

'

-

0

"

P

A

T

H

O

F

T

R

A

V

E

L

4

3

'

-

5

"

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REVISIONS

DATE:

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8.13.2020

8.21.2020

9.23.2020

Furnace

ELEC.

VAULTVAULT

C.H. 9'-0"

NO WORK

THIS AREA

DRIVE

SCALE: 1/4 = 1'-0"

DEMOLITION PLAN - MAIN LEVEL

ALL DIMENSIONS FIELD VERIFIED BY CONTRACTOR

1D1

GENERAL NOTES

KEYNOTES

A

REMOVE EXISTING WINDOW AND FRAME OUT SIZE TO NEW.

INSTALLED BY CASE.

EXISTING WINDOW WALL TO REMAIN. PREPARE FOR NEW FINISHES.

SEE FINISH SCHEDULE.

PARTIAL REMOVAL OF EXISTING SOFFIT. SEE SHEET A4 FOR DETAILS.

REMOVE PLUMBING FIXTURES, HARDWARE AND ACCESSORIES. CAP

PLUMBING BACK TO SOURCE. REMOVE ALL SOFFITS, TRIM AND

FLOORING. PATCH AND REPAIR AS REQUIRED TO PREPARE FOR

NEW FINISHES.

REMOVE WALL BASE, WALL COVERINGS, AND FLOOR FINISHES IN

AREAS TO BE REMODELED. REFER TO REFLECTED CEILING PLAN

FOR AREAS TO RECEIVE NEW CEILINGS.

EXISTING DOOR AND FRAME TO REMAIN. REFER TO HARDWARE

SCHEDULE FOR ANY CHANGES.

REMOVE EXISTING WINDOW AND INFILL WITH NEW.

SOFFIT TO REMAIN. SEE SHEET A4 FOR DETAILS.

OPEN WALL FOR NEW WINDOW. SEE SHEET A5 FOR DETAILS.

REMOVE DOOR, FRAME AND HARDWARE.

REMOVE EXISTING BEARING WALL AND OR COLUMN. SEE

STRUCTURAL FOR DETAILS

REPLACE ALL SIDING AND REPLACE WITH NEW. SEE EXTERIOR

ELEVATIONS FOR DETAILS.

REMOVE EXISTING SOFFIT, FASCIA AND ROOFING.

REPLACE EXG. SOFFIT, FASCIA AND ROOFING TO MATCH NEW.

EXISTING WINDOW TO REMAIN.

B

C

D

E

F

G

H

I

A

A

A

J

C

G

J

H

E

J

F

J

J

B

B

D

D

O

J

E

E

J

J

J

E

E

K

K

OFFICE

4

TELLER

STATION

3

LOBBY

2

ENTRY

1

OFFICE

5

CLOSING

ROOM

6

MECH.

ROOM

7

MEN

TOILET

8

WOMEN

TOILET

9

29'-4 1/4"±

V.I.F.

46

'-9

" ±

V.I.F

.

4'-2 1/2"±

V.I.F.

33'-6 3/4"±

V.I.F.

2'-1

0"

V.I.F

.

6'-8

1

/2

"

A

A

3'-5

"

V.I.F

.

3'-5

"

V.I.F

.

1'-6

1

/2

"2

1'-0

1

/2

"

L

H

L

L

L

L

L

DRIVE

M M

NN

M

SCALE: 1/4 = 1'-0"

DEMOLITION PLAN - EXG. ROOF

ALL DIMENSIONS FIELD VERIFIED BY CONTRACTOR

2D1

M

A

3'-5

"

V.I.F

.

9'-1

"

V.I.F

.

1. DRAWINGS SHOWING EXISTING CONSTRUCTION AND UTILITIES ARE BASED ON

CASUAL FIELD OBSERVATION AND EXISTING RECORD DOCUMENTS ONLY.THE

DEMOLITION WORK SHOWN GENERALLY DESCRIBES THE SCOPE OF WORK

REQUIRED AND DOES NOT NECESSARILY INDICATE ALL MATERIALS TO BE

REMOVED AND/OR RELOCATED.

2. ALL CONTRACTORS SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE

THE FULL EXTENT OF THE WORK REQUIRED AND SHALL PERFORM ALL WORK

NECESSARY TO ACCOMPLISH NEW CONSTRUCTION.

3. THE CONTRACTORS SHALL VERIFY ALL DIMENSIONS AT THE CONSTRUCTION

SITE. THESES DRAWINGS ARE COMPLEMENTARY TO ANY WRITTEN

SPECIFICATION AND MAY INDICATE ONLY PARTIAL REQUIREMENTS OF THE

CONTRACT. DO NOT SCALE DRAWINGS.

4. REPORT DISCREPANCIES TO OWNER AND DIVINE CUSTOM HOMES BEFORE

DISTURBING EXISTING INSTALLATION. BEGINNING OF DEMOLITION WORK

CONSTITUTES ACCEPTANCE OF EXISTING CONDITIONS THAT WOULD BE

APPARENT UPON EXAMINATION PRIOR TO STARTING DEMOLITION.

5. REMOVE ACCESSORIES, CORNER GUARDS AND OTHER WALL ATTACHED ITEMS

AND REPAIR SURFACES FOR NEW FINISHES AT REMODELED AREA. REPAIR ALL

DAMAGED WALL SURFACES.

6. PROTECT EXISTING FINISHES IN AREAS ADJACENT TO

DEMOLITION/CONSTRUCTION. FLOOR MATS MUST BE PROVIDED BY

CONTRACTOR OUTSIDE OF CONSTRUCTION AREA TO REDUCE SOILING OF

ADJACENT SPACES.

7. CONTRACTOR SHALL PROVIDE DRYWALL DUST PROOF ENCLOSURE AS

INDICATED & AT EACH PHASE OF CONSTRUCTION AS DIRECTED TO CONTAIN

DUST AND DEBRIS.

8. CONTRACTOR SHALL BE AWARE THAT COORDINATION WITH ADJACENT

OCCUPIED AREAS IS REQUIRED WHERE NOISE OR DISRUPTION OF SERVICES

AFFECTS OTHER AREAS.

9. REMOVE EXISTING BASE, FLOORING, & WALL FINISHES AS REQUIRED TO

PROVIDE APPROPRIATE BASE FOR NEW FINISHES AS SCHEDULED.

10. WHERE CEILINGS ARE OPENED, OPENINGS IN RATED CONSTRUCTION ABOVE

CEILINGS SHALL BE SEALED AND FIRE STOPPED.

M

N

N

I

2'-6

1

/4

"

V.I.F

.

7'-2

3

/4

"

4

4

5

5

O

5

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REVISIONS

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8.13.2020

8.21.2020

9.23.2020

A

B

C

D

24

'-0

"

BU

IL

DA

BL

E A

RE

A

SCALE: 1/4 = 1'-0"

NEW CONSTRUCTION FOUNDATION PLAN

ALL DIMENSIONS FIELD VERIFIED BY CONTRACTOR

REMODELED

1,584 SQ.FT

1A1

DRIVE

22

'-6

"

EXISTING

FOUNDATION

FOUNDATION PLAN

4" POURED CONC.

6 MIL POLY

MIN. 4" GRANULAR FILL

GENERAL NOTES

KEYNOTES

Furnace

ELEC.

EXG.

VAULT

NO WORK

THIS AREA

24

'-0

"

BU

IL

DA

BL

E A

RE

A

36TRB-IFT

PIER GAS F/P

BOOKS/MEDIA

BOOKS/MEDIA

SUPPLY STATION

CO

FF

EE

SCALE: 1/4 = 1'-0"

NEW CONSTRUCTION MAIN LEVEL PLAN

ALL DIMENSIONS FIELD VERIFIED BY CONTRACTOR

REMODELED

1,142 SQ.FT

2A1

UP

(19)R

EMPLOYEE

ENTRANCE

DRIVE

23

'-3

"

OFFICE

104

TELLER

STATION

103

LOBBY

102

ENTRY

101

OFFICE

105

CLOSING

ROOM

112

MECH.

ROOM

107

UNISEX

TOILET

108

UNISEX

TOILET

109

1. ALL DIMENSIONS ON FLOOR PLAN ARE TO THE CENTER OF STUD, FACE OF

EXISTING PARTITION OR FACE OF MASONRY UNLESS NOTED OTHERWISE.

2. PAINT NEW DOORS & FRAMES IN THE PROJECT AREA. REPAINT ALL

EXISTING DOORS TO REMAIN TO MATCH NEW.

3. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL INFORMATION AND AREAS

TO RECEIVE NEW FINISHES.

4. PROVIDE WALL BACKING AT ALL WALL HUNG EQUIPMENT, FIXTURES AND

FURNITURE.

5. NOT ALL ROOMS IN THE PROJECT AREA ARE TO RECEIVE NEW FLOORING,

WALL BASE, AND WALL FINISHES. SEE KEYNOTES & SCHEDULES FOR

FINISHES. REMOVE EXISTING FINISH MATERIALS AS REQUIRED FOR

PROPER APPLICATION OF NEW FINISHES WHERE SCHEDULED. SKIM-COAT

EXISTING WALLS WHERE MATERIALS ARE REMOVED AND WHERE EXISTING

SURFACES ARE IRREGULAR FOR ACCEPTABLE SURFACE FOR NEW

FINISHES.

6. IN EXISTING ROOMS/SPACES, REPAIR ALL WALL DENTS, SCRATCHES,

HOLES WHERE NEW FINISHES ARE SPECIFIED. VERIFY ON SITE EXTENT OF

WORK REQUIRED. REMOVE ALL WALL PLATES AT DEVICES AND COVERS

AT THERMOSTATS PRIOR TO PAINTING.

7. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION SHALL BE

SEALED AGAINST FIRE AND SMOKE WITH CONSTRUCTION ADEQUATE TO

MAINTAIN THE FIRE RATING OF THE ELEMENT BEING PENETRATED.

8. AT REMAINING EXISTING CONSTRUCTION ADJACENT TO DEMOLISHED

WALL, REPAIR TO AN EXTENT AND AS REQUIRED TO MATCH EXISTING

UNDISTURBED CONSTRUCTION.

9. UNLESS NOTED OTHERWISE, ALL WALL INFILL CONSTRUCTION IS TO

MATCH EXISTING ADJACENT CONSTRUCTION.

EXG.

VAULT

B

EX

G.

VA

ULT

EX

G.

VA

ULT

A

C

E

F

F

F

H

H

I

CIRCULATION

110

OFFICE

111

OFFICE

106

3A4

7A9

10'-2 1/2"± 8'-11 1/2" 10'-2 1/4"

13

'-0

1

/2

"5

'-4

1

/4

"

7'-11 3/4"

C

L

6'-1

0"

9 1

/2

"7

'-8

1

/4

"±

7'-0" 4'-2 1/2"±

2A11

A111

A116

9'-5 1/2" 5'-8 1/4"±

4'-7 1/2"

V.I.F.

14'-2 1/2"

1'-0 3/4"

1'-9

1

/2

"1

1'-4

3

/4

"

C

L

C

L

4'-3

3

/4

"2

'-1

1

/2

"

C

L

7'-5"

2'-0

3

/4

"5

'-1

0 1

/4

"5

'-2

"5

'-2

"

22

'-6

"

A51

A61

A52

3'-7

1

/4

"

13

'-2

1

/2

"

F

F

A81

B B

20

'-1

0 1

/4

"±

V.I.F

.

1.1

6.1

4.1

5.1

8.1

7

.

1

10.2

12.1

9.1

11

.1

A

A

C

A

D D

B

G

B

D

D

A

H

D

NEW FOOTINGS AND FOUNDATION FOR BEARING WALL. SIZE

ACCORDING TO ENGINEERED SPECIFICATIONS.

REFER TO STRUCTURAL DRAWINGS FOR SUPPORT COLUMNS AND

BEAMS AS REQUIRED FOR NEW BEARING. SIZE ACCORDING TO

ENGINEERED SPECIFICATIONS.

COORDINATE NEW WINDOW LOCATION @ TELLER STATION WITH

OWNER.

NEW EXTERIOR FINISHES . SEE ELEVATIONS FOR DETAILS.

24" TRUSSES

SPANS TO MEET

L/480

1A7

1A7

1A7

MIRRORED

29'-4 1/4"

29'-4 1/4"±

A73

A72

B

B

A

2'-1

1 3

/4

"

E

11

'-8

1

/2

"

3A7

D

D

2A6

16

'-4

"9

'-1

"6

'-2

3

/4

"

49

'-1

1 1

/4

"

4'-2 1/2"

3'-11"

9'-7

"

82

'-9

1

/4

"

22

'-9

"4

'-1

1 1

/2

"

46

'-9

1

/2

"

120.0°±

2

5

'

-

5

3

/

4

"

7'-7"

G

G

A74

A

A

9'-6" 9'-11 1/8"

9"

9"

9'-6

"

4'-3

"

2'-6"

F

7'-5" 2'-6"

9'-11 1/8"

2'-9

1

/2

"2

'-9

1

/2

"

F

F

J

2A8

H

D

ALIGN

4A11

A113

5'-0"

C

L

ADDITION

672 SQ.FT

A

A

9"

23

'-3

"

9'-11 1/4" 9'-6" 9'-11"

B

LINE OF NEW SOFFIT

3

1'-4" 12'-10 1/2"

3

B

4

13

'-0

"5

'-6

"4

'-0

"

18

'-1

"4

'-5

"

100'-00"

4

2'-0

"

13

'-0

"

98'-06"

100'-00"

100'-00"

100'-00"

TOP OF FND.

TOP OF FND.

TOP OF FND.

99'-07"

A44

4

B

18

'-2

1

/4

"4

'-3

3

/4

"±

RAIL

TILE FLOOR THIS

LOCTION

CT

5

5

B

5

3'-2 3/4"

A

C

A

D D

B

G

B

H

B

B

A

D

D

G

G

B

10.1

A1

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DATE:

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BY:

A.DENEEN

6.25.2020

REVISIONS

DATE:

PROJECT

#

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SHEET #

CONSULTANTS

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8.06.2020

8.13.2020

8.21.2020

9.23.2020

DRIVE

DN

(19)R

SCALE: 1/4 = 1'-0"

NEW CONSTRUCTION UPPER LEVEL PLAN

ALL DIMENSIONS FIELD VERIFIED BY CONTRACTOR

2A2

29'-6"±

43

'-7

1

/2

"±

ADDITION

1,288 SQ.FT

S

UNDER.

CNTR. REF.

UNDER.

CNTR. REF.

A2A9

8A9

F

F

F

F F

F

F

G

J

J

J

G

4'-1

1"

7'-6

"1

6'-1

3

/4

"5

'-6

3

/4

"

4'-3

"5

'-2

"1

1'-0

1

/4

"7

'-1

1

/2

"7

'-1

1

/2

"

12

'-8

3

/4

"1

3'-9

3

/4

"

10'-4 3/4"

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

C

L

4'-4 1/2" 14'-7"2'-6"

8'-5

3

/4

"

1'-0

"2

'-1

1

/2

"

C

L

2'-1

1

/2

"

C

L

12

'-1

1

/4

"

3'-0

1

/4

"

C

L

4'-0

1

/2

"

5'-1

1 1

/2

"

7'-5 3/4"

C

L

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

C

L

C

L

13

'-0

1

/2

"±

2'-2 1/2" 2'-2 1/2"

5'-9 1/4"

C

L

A119

A119

A117

OFFICE

201

CONFERENCE

202

SECURED

FILING

203

OFFICE

204

BREAK

ROOM

205

UNISEX

TOILET

206

OFFICE

207

CIRCULATION

208

8A11

2.3

2.5

2.4

2.2

2.1

2.6

2.7

2.8

D

D

A

A

B

I

B

B

B

G

B

B

B

I

B

E

GENERAL NOTES

1. ALL DIMENSIONS ON FLOOR PLAN ARE TO THE CENTER OF STUD, FACE OF

EXISTING PARTITION OR FACE OF MASONRY UNLESS NOTED OTHERWISE.

2. PAINT NEW DOORS & FRAMES IN THE PROJECT AREA. REPAINT ALL

EXISTING DOORS TO REMAIN TO MATCH NEW.

3. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL INFORMATION AND AREAS

TO RECEIVE NEW FINISHES.

4. PROVIDE WALL BACKING AT ALL WALL HUNG EQUIPMENT, FIXTURES AND

FURNITURE.

5. NOT ALL ROOMS IN THE PROJECT AREA ARE TO RECEIVE NEW FLOORING,

WALL BASE, AND WALL FINISHES. SEE KEYNOTES & SCHEDULES FOR

FINISHES. REMOVE EXISTING FINISH MATERIALS AS REQUIRED FOR

PROPER APPLICATION OF NEW FINISHES WHERE SCHEDULED. SKIM-COAT

EXISTING WALLS WHERE MATERIALS ARE REMOVED AND WHERE EXISTING

SURFACES ARE IRREGULAR FOR ACCEPTABLE SURFACE FOR NEW

FINISHES.

6. IN EXISTING ROOMS/SPACES, REPAIR ALL WALL DENTS, SCRATCHES,

HOLES WHERE NEW FINISHES ARE SPECIFIED. VERIFY ON SITE EXTENT OF

WORK REQUIRED. REMOVE ALL WALL PLATES AT DEVICES AND COVERS

AT THERMOSTATS PRIOR TO PAINTING.

7. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION SHALL BE

SEALED AGAINST FIRE AND SMOKE WITH CONSTRUCTION ADEQUATE TO

MAINTAIN THE FIRE RATING OF THE ELEMENT BEING PENETRATED.

8. AT REMAINING EXISTING CONSTRUCTION ADJACENT TO DEMOLISHED

WALL, REPAIR TO AN EXTENT AND AS REQUIRED TO MATCH EXISTING

UNDISTURBED CONSTRUCTION.

9. UNLESS NOTED OTHERWISE, ALL WALL INFILL CONSTRUCTION IS TO

MATCH EXISTING ADJACENT CONSTRUCTION.

4'-0

"

A101

C

G

7'-5"

9'-6" 9'-11 1/8"

2'-6"7'-5" 2'-6"

9'-11 1/8"

J

10'-2 1/2"± 8'-11 1/2" 10'-2 1/4"

SIM.

A1110

SIM.A1110

A

B

C

D

KEYNOTES

NEW FOOTINGS AND FOUNDATION FOR BEARING WALL. SIZE

ACCORDING TO ENGINEERED SPECIFICATIONS.

REFER TO STRUCTURAL DRAWINGS FOR SUPPORT COLUMNS AND

BEAMS AS REQUIRED FOR NEW BEARING. SIZE ACCORDING TO

ENGINEERED SPECIFICATIONS.

COORDINATE NEW WINDOW LOCATION @ TELLER STATION WITH

OWNER.

NEW EXTERIOR FINISHES . SEE ELEVATIONS FOR DETAILS.

2'-1

1 1

/2

"

4

7'-10 3/4"

4'-0

1

/2

"1

3'-0

1

/2

"

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REVISIONS

DATE:

PROJECT

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8.13.2020

8.21.2020

9.23.2020

SCALE: 1/4 = 1'-0"

NEW CONSTRUCTION PLAN OPTION 1 - MAIN LEVEL

ALL DIMENSIONS FIELD VERIFIED BY CONTRACTOR

1A3

DRIVE

SCALE: 1/4 = 1'-0"

NEW CONSTRUCTION PLAN OPTION 1- UPPER LEVEL

ALL DIMENSIONS FIELD VERIFIED BY CONTRACTOR

2A3

29'-6"±

Furnace

ELEC.

NO WORK

THIS AREA

29'-6"±

DRIVE

OFFICE

104

TELLER

STATION

103

LOBBY

102

ENTRY

101

OFFICE

105

CLOSING

ROOM

106

MECH.

ROOM

107

UNISEX

TOILET

108

UNISEX

TOILET

109

CIRCULATION

110

OFFICE

111

OFFICE

112

VAULTVAULT

C.H

. 9'-7"±

C.H

. 9'-7"±

PE

AK

21'-11-1/2"±

EXG. SOFFIT. GYP. BD.

9'-0"±

EXG. GYP. BD. CLG.

9'-0"±

GYP. BD. CLG.

9'-0"±

GYP. BD. CLG.

9'-0"±

A

A

A

B

5'-0 1/4"

V.I.F

1'-0

"

V.I.F

E

C

EXG. GYP. BD. CLG.

9'-0"±

GYP. BD. CLG.

9'-0"±

GYP. BD. CLG.

9'-0"±

GYP. BD. CLG.

9'-0"±

BULKHEAD

BULKHEAD

8'-6" A.F.F.

8'-6" A.F.F.

VA

ULT

VA

ULT

E

GENERAL NOTES

KEYNOTES

WOOD BEAMS. SEE SPEC FOR DETAILS.

INFILL EXISTING SOFFIT AND PAINT TO MATCH NEW.

EXISTING CEILING TO REMAIN.

EXISTING CEILING TO REMAIN. PAINT TO MATCH NEW. REPLACE EXG.

LIGHT FIXTURES WITH NEW

CEDAR TONGUE AND GROVE @ CEILING.

SEE FINISH SCHEDULE FOR PAINT COLOR @ NEW CEILING.

REMOVE EXISTING LIGHT FIXTURE

ADD KNEW LED TASK LIGHTING @ EXISTING TELLER STATION. VERIFY

WITH OWNER.

1. ALL DIMENSIONS ON PLANS ARE TO THE CENTER OF STUD, FACE OF

EXISTING PARTITION, FACE OF SOFFIT OR MASONRY UNLESS NOTED

OTHERWISE.

2. REFER TO ROOM FINISH SCHEDULE AND DETAILS FOR ADDITIONAL

INFORMATION.

3. AT WALL SCHEDULED TO REMAIN WHERE SELECTIVE DEMOLITION

OCCURS ABOVE THE CEILING, PATCH WALLS TO MATCH ADJACENT

UNDISTURBED CONSTRUCTION.

4. AT REMAINING EXISTING CONSTRUCTION ADJACENT TO PARTIALLY

DEMOLISHED SOFFITS, REPAIR TO AN EXTENT AND AS REQUIRED TO

MATCH EXISTING UNDISTURBED CONSTRUCTION.

5. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION, INCLUDING

SOFFITS, SHALL BE SEALED AGAINST FIRE AND SMOKE WITH

CONSTRUCTION ADEQUATE TO MAINTAIN THE FIRE RATING OF THE

ELEMENT BEING PENETRATED.

F RR

F RR

R

FL

FL

FL

D

D

F

F

FL

FL

FL

R

R

R

R

RR R

R R RR

R

R

R R

R R

A

B

C

D

E

OFFICE

201

CONFERENCE

202

SECURED

FILING

203

OFFICE

204

BREAK

ROOM

205

UNISEX

TOILET

206

OFFICE

207

CIRCULATION

208

FL

FL

FL

FL

FL

F

FL

FL

RR

R

R

R

RRR R

GYP. BD. CLG.

9'-0"±

EXG. GYP. BD. CLG.

9'-0"±

EXG. GYP. BD. CLG.

9'-0"±

GYP. BD. CLG.

GYP. BD. CLG.

GYP. BD. CLG.

GYP. BD. CLG.

GYP. BD. CLG.

8'-1-1/8"

8'-1-1/8"

8'-1-1/8"

8'-1-1/8"

8'-1-1/8"

GYP. BD. CLG.

8'-1-1/8"

GYP. BD. CLG.

8'-1-1/8"

GYP. BD. CLG.

8'-1-1/8"

RR

10:12

VAULT

10:12

VAULT

E

D

D

D

F

F

F

F

F

F

F

F

F

F

F

F

F

FL

FL

FL

3

3

3

FL

FL

F

FL

FL FL

3

3

3

G

3

3

E

5

H

5

H

A3

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DATE:

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6.25.2020

REVISIONS

DATE:

PROJECT

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8.13.2020

8.21.2020

9.23.2020

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

ON 1/2" RESILIENT

CHANNEL (TYP.)

(2) 2X6 TOP PLATES

1/2" GYP. BD (EXTERIOR)

SHEATHING

6" BATT INSULATION

SEE ELEVATIONS FOR

EXTERIOR CLADDING

2X6 TREATED SOLE

PLATE. ANCHOR TO

SLAB.

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

SEE FINISH SCHEDULE

FOR FINISHES.

A

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

ON 1/2" RESILIENT

CHANNEL (TYP.)

(2) 2X4 TOP PLATES

3" SOUND ATTENUATION

BLANKET

2X4 TREATED SOLE

PLATE. ANCHOR TO

SLAB.

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

SEE FINISH SCHEDULE

FOR FINISHES.

B C

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

ON 1/2" RESILIENT

CHANNEL (TYP.)

(2) 2X6 TOP PLATES

1/2" GYP. BD (EXTERIOR)

SHEATHING

6" BATT INSULATION

SEE ELEVATIONS FOR

EXTERIOR CLADDING

2X6 TREATED SOLE

PLATE. ANCHOR TO

SLAB.

SEE FINISH SCHEDULE

FOR FINISHES.

INTERIOR EXTERIOR INTERIOR INTERIOR EXTERIOR UNISEX TOILET

D

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

ON 1/2" RESILIENT

CHANNEL (TYP.)

(2) 2X6 TOP PLATES

2X6 TREATED SOLE

PLATE. ANCHOR TO

SLAB.

SEE FINISH SCHEDULE

FOR FINISHES.

INTERIOR INTERIOR

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

6" SOUND ATTENUATION

BLANKET

(2) 2X6 TOP PLATES

1/2" GYP. BD (EXTERIOR)

SHEATHING

SEE ELEVATIONS FOR

EXTERIOR CLADDING

2X6 TREATED SOLE

PLATE. ANCHOR TO

SLAB.

F

INTERIOR EXTERIOR

EXG.

1/2" AIR SPACE

E

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

ON 1/2" RESILIENT

CHANNEL (TYP.)

(2) 2X6 TOP PLATES

2X6 SOLE PLATE

5/8" CEMENTITIOUS BOARD.

SEE FINISH SCHEDULE

FOR FINISHES.

BREAK ROOM UNISEX TOILET

6" SOUND ATTENUATION

BLANKET

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

ON 1/2" RESILIENT

CHANNEL (TYP.)

(2) 2X4 TOP PLATES

3" SOUND ATTENUATION

BLANKET

2X4 TREATED SOLE

PLATE. ANCHOR TO

SLAB.

SEE FINISH SCHEDULE

FOR FINISHES.

G

CIRCULATION

5/8" CEMENTITIOUS BOARD.

5/8" CEMENTITIOUS

BOARD.

UNISEX TOILET

H

UNISEX TOILET

(2) 2X4 TOP PLATES

3" SOUND ATTENUATION

BLANKET

2X4 TREATED SOLE

PLATE. ANCHOR TO

SLAB.

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

ON 1/2" RESILIENT

CHANNEL (TYP.)

SEE FINISH SCHEDULE

FOR FINISHES.

5/8" CEMENTITIOUS

BOARD.

SEE PLAN

UNISEX TOILET

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

ON 1/2" RESILIENT

CHANNEL (TYP.)

(2) 2X4 TOP PLATES

3" SOUND ATTENUATION

BLANKET

2X4 TREATED SOLE

PLATE. ANCHOR TO

SLAB.

SEE FINISH SCHEDULE

FOR FINISHES.

I

CIRCULATION/ OFFICE

5/8" CEMENTITIOUS

BOARD.

BREAK ROOM

1'-0

"

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

SCALE: 1/2 = 1'-0"

WALL TYPES1A4

(2) 2X8 AFL

1/2" GYP. BD (EXTERIOR)

SHEATHING

8" BATT INSULATION

SEE ELEVATIONS FOR

EXTERIOR CLADDING

2X8 TREATED SOLE

PLATE. ANCHOR TO

SLAB.

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

SEE FINISH SCHEDULE

FOR FINISHES.

J

INTERIOR EXTERIOR

4'-5

"5

'-5

"

2"

2"

4'-8

"

2"

2"

7'-6"

5'-1

1 3

/4

"

2"

2'-6

"

SCALE: 1/2 = 1'-0"

FLEX FRAME DETAIL@ STAIR5A4

TEMP

TEMP

VARIES

2"

VA

RIE

S

2"

SCALE: 1/2 = 1'-0"

FRAME TYPE2A4

VARIES

VA

RIE

S

SCALE: 1/2 = 1'-0"

DOOR TYPE3A4

SEE HARDWARE

SCHEDULE

HOLLOW METAL

FRAME

SCALE: 1/2 = 1'-0"

STOREFRONT ELEVATION4A4

7'-1

1 1

/2

"

1'-8

1

/2

"6

'-0

"2

'-0

1

/4

"

3'-0"3'-0" 3'-0"

9'-0"

WINDOW SCHEDULE

WINDOW TYPE ROUGH OPENING LOCATION

A.0

C

D

NOTES

E

F

G

H

I

J

NOTE: 1/2" HEIGHT AND WIDTH ADDED TO ALL R.O.

A.1

A.2

B

LOBBY

OFFICE

CUSTOM SIZE

OFFICE

OFFICE

OFFICE

OFFICE

DOOR SCHEDULE

TYPE ROOM

ENTRY VESTIBULE

NOTES

DOOR

1.1

6.1

4.1

5.1

8.1

10.3

7.1

12.1

9.1

10.1

11.1

10.2

2.3

2.5

2.4

2.2

2.1

2.6

2.7

2.8

OFFICE

OFFICE

OFFICE

MECHANICAL

UNISEX TOILET

UNISEX TOILET

CIRCULATION

OFFICE

CLOSING

OFFICE

CONFERENCE

SECURED FILING

OFFICE

BREAK ROOM

CLOSET

UNISEX TOILET

OFFICE

SIZE

SEE 4/A4

MATL

3'-0" X 7'-9"

3'-0" X 7'-9"

3'-0" X 7'-9"

FINISH

EXISTING

3'-0" X 7'-9"

3'-0" X 7'-9"

3'-0" X 7'-9"

3'-0" X 7'-9"

3'-0" X 7'-9"

3'-0" X 7'-0"

3'-0" X 7'-0"

3'-0" X 7'-0"

3'-0" X 7'-0"

4'-0" X 7'-0"

AL

AL

WD

WD

AL

WD

WD

EXG.

WD

WD

WD

WD

WD

WD

WD

FRAME

MATL

AL

FINISH

EXISTING

AL

NOTE:

SECURITY HARDWARE

PROVIDED BY OWNER.

COORDINATE WITH G.C.

FOR LOCATION.

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

AL

HM

THICK

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

1-3/4"

3

1. REPLACE EXISTING WINDOW

WITH NEW. CONTRACTOR TO

FIELD VERIFY.

CUSTOM SIZE

CUSTOM SIZE

P4050

OFFICE4'-1/2" W X 5'-3/8" H

A251

2'-4 7/8" W X 2'-5/8" H

P5550

5'-5 3/8" W X 5'-3/8" H

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

3

3050OFFICE

3'-1/2" W X 5'-3/8" H 4

2. STORE FRONT. SEE 4/A4

EXISTING

5

4

SEE 5/A11

4

SEE 10/A11 AL AL

SEE 10/A11 AL AL

4

SEE 7/A11 AL AL

4

CUSTOM SIZE

CUSTOM SIZE

CUSTOM SIZE

CUSTOM SIZE

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2ENTRY

ENTRY

ENTRY

OFFICE

NOT USED

CLOSET

4'-0" X 7'-0"

WD HM

1-3/4"

MITERED CORNER

WELD SEAM AND GRIND SMOOTH

WELD INSIDE OF FRAME AT SEAM

STUD TRACK AT FRAME CUT AND BEND

DOWN

DOOR FRAME WITH JAMB ANCHORS

(2) 2X WOOD STUDS CONTINUOUS TO

UNDERSIDE OF STRUCTURE AT SINGLE LEAF

NORMAL WEIGHT DOORS; TRIPLE STUDS AT

ALL PAIRS & HEAVY DOORS.

FRAME ANCHOR AT FLOOR

SEE PLAN FOR WALL OR PARTITION

THICKNESS AND TYPE FIELD VERIFY

EXISTING CONDITIONS

FULLY WELDED HOLLOW METAL FRAME W/

7/16" BACKBENDS

(2)2X STUDS AT EACH JAMB OF NORMAL

WEIGHT DOORS; TRIPLE STUDS AT ALL PAIRS

AND HEAVY DOORS

JAMB ANCHORS AS REQUIRED

VERIFY DIMENSION FOR THICKNESS OF

DOOR, SEE SCHEDULE

2"

NOT TO SCALE

H.M. DOOR JAMB4A4

NOT TO SCALE

H.M. FRAME REINFORCING3A4

NOT TO SCALE

H.M. FRAME CORNER2A4

SEE PLAN FOR WALL OR PARTITION

THICKNESS AND TYPE FIELD VERIFY

EXISTING CONDITIONS

HEADER

VERIFY DIMENSION FOR THICKNESS OF

DOOR, SEE SCHEDULE

2"

2"

SEALANT, BOTH SIDES

NOT TO SCALE

H.M. DOOR HEAD5A4

A4

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8.13.2020

8.21.2020

9.23.2020

9'-1

1

/4

"

7'-9

"

EX

G. W

IN

DO

W H

EIG

HT

V.I.F

9'-1

1

/4

"12

10

12

10

SCALE: 1/4 = 1'-0"

FRONT ELEVATION1A5

4" SMARTSIDE

CORNERS TYP.

6" SMARTSIDE TRIM

10" SMARTSIDE

6" SMARTSIDE

BELLY BAND TYP.

SMARTSIDE SOFFIT

@ FASCIA

SMARTSIDE SOFFIT

@ FASCIA

SMARTSIDE SHAKES

4X10 CEDAR BEAM 8"

OUT FROM GABLE

SMARTSIDE SIDING

W/ 7" REVEAL

LANNON STONE

(VERIFY SPEC)

SMARTSIDE SIDING

W/ 4" REVEAL

8" SMARTSIDE

FRIEZE

STANDING SEAM METAL ROOF

SEE SHEET A/10 FOR DETAILS

METAL ROOF

8:12

2'-0

3

/4

"

7'-0

"

WIN

DO

W H

EA

DE

R

2'-9

" ±

ARCHITECTURAL

SHINGLES

CONTINUOUS RIDGE VENT

8:12 EXG. V.I.F.

ARCHITECTURAL

SHINGLES

CEDAR BRACKETS

SEE SHEET 7/A10

4" SMARTSIDE TRIM

@ WINDOWS

SCALE: 1/4 = 1'-0"

RIGHT ELEVATION2A5

7'-9

"

EX

G. W

IN

DO

W H

EIG

HT

V.I.F

9'-1

1

/8

"

4" SMARTSIDE

CORNERS TYP.

10" SMARTSIDE

6" SMARTSIDE

BELLY BAND TYP.

SMARTSIDE SOFFIT

@ FASCIA

8" SMARTSIDE

FRIEZE

2'-0

3

/4

"9

'-1

1

/8

"

2'-9

"

SMARTSIDE SHAKES

ARCHITECTURAL

SHINGLES

12

8

7'-0

"

WIN

DO

W H

EA

DE

R

STANDING SEAM

METAL ROOF

10:12

10:12

SMARTSIDE

PANEL

6" SMARTSIDE TRIM

SMARTSIDE SIDING

W/ 7" REVEAL

SMARTSIDE SIDING

W/ 4" REVEAL

4" SMARTSIDE TRIM

@ WINDOWS

LANNON STONE

(VERIFY SPEC)

12" SMARTSIDE TRIM

12" SMARTSIDE

TRIM

EQ. EQ.

11 1/2"11 1/2"

6'-0

"

8'-0

"

CEDAR BRACKETS SEE

SHEET 7/A10 SIM.

4X10 CEDAR BEAM 8"

OUT FROM GABLE

CEDAR BRACKETS SEE

SHEET 7/A10 SIM.

1

1

F/P VENT

SCALE: 1/8 = 1'-0"

NEW CONSTRUCTION ROOF PLAN (ROTATED)3A5

1. ALL DIMENSIONS ON FLOOR PLAN ARE TO THE FACE OF EXISTING

PARTITION OR FACE OF MASONRY UNLESS NOTED OTHERWISE.

2. AT REMAINING EXISTING CONSTRUCTION ADJACENT TO DEMOLISHED

ROOF, REPAIR TO AN EXTENT AND AS REQUIRED TO MATCH EXISTING

UNDISTURBED CONSTRUCTION.

3. UNLESS NOTED OTHERWISE, ALL ROOF INFILL CONSTRUCTION IS TO

MATCH EXISTING ADJACENT CONSTRUCTION.

GENERAL NOTES

3'-0

"

8:12

8:12

V.I.F. EXG. 8:12

V.I.F. EXG. 8:12

10

:1

2

10

:1

2

1'-2

" V

.I.F

.

1'-2

" V

.I.F

.

1'-4" 1'-2"

3'-0

"

2'-0" 2'-0"

3'-0

"

10

:1

2

10

:1

2

38'-4 3/4"

A5

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DATE:

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8.06.2020

8.13.2020

8.21.2020

9.23.2020

9'-1

1

/4

"

7'-9

"

EX

G. W

IN

DO

W H

EIG

HT

V.I.F

9'-1

1

/4

"

12

10

4" SMARTSIDE

CORNERS TYP.

10" SMARTSIDE

6" SMARTSIDE

BELLY BAND TYP.

SMARTSIDE

SOFFIT @ FASCIA

SMARTSIDE SHAKES

SMARTSIDE SIDING

W/ 7" REVEAL

LANNON STONE

(VERIFY SPEC)

SMARTSIDE SIDING

W/ 4" REVEAL

8" SMARTSIDE

FRIEZE

8:12

2'-0

3

/4

"

7'-0

"

WIN

DO

W H

EA

DE

R

2'-9

"

ARCHITECTURAL

SHINGLES

CONTINUOUS RIDGE VENT

8:12 EXG. V.I.F.

ARCHITECTURAL

SHINGLES

4" SMARTSIDE TRIM

@ WINDOWS

OBLIQUE VIEW SEE 2/A6

SCALE: 1/4 = 1'-0"

REAR ELEVATION1A6

EXG. DEPOSIT

BOX TO REMAIN

(V.I.F.)

EXG. DEPOSIT

BOX TO REMAIN

(V.I.F.)

EXG. DEPOSIT

BOX TO REMAIN

(V.I.F.)

EXG. DEPOSIT

BOX TO REMAIN

(V.I.F.)

NEW WINDOW.

SEE SCHEDULE

FOR DETAILS.

LANNON STONE

(VERIFY SPEC)

SCALE: 1/4 = 1'-0"

ELEVATION @ DRIVE THRU TELLER STATION2A6

4" SMARTSIDE

CORNERS TYP.

8:12 EXG. V.I.F.

SMARTSIDE

SIDING W/ 7"

REVEAL

OBLIQUE

OBLIQUE

12" SMARTSIDE

TRIM

7'-9

"

EX

G. W

IN

DO

W H

EIG

HT

V.I.F

9'-1

1

/8

"

4" SMARTSIDE

CORNERS TYP.

10" SMARTSIDE

6" SMARTSIDE

BELLY BAND TYP.

SMARTSIDE SOFFIT

@ FASCIA

8" SMARTSIDE

FRIEZE

2'-0

3

/4

"9

'-1

1

/8

"

ARCHITECTURAL

SHINGLES

STANDING SEAM

METAL ROOF

10:12

10:12

WRAP EXG. METAL

COLUMN WITH

SMARTSIDE PANEL

12

8

OBLIQUE VIEW BEYOND

SCALE: 1/4 = 1'-0"

LEFT ELEVATION3A6

NEW PNEUMATIC

TRANSPORT BY OWNER

SMARTSIDE SHAKES

CEDAR BRACKETS SEE

SHEET 7/A10 SIM.

7'-2

1

/2

"

4X10 CEDAR BEAM 8"

OUT FROM GABLE

1

6'-0"

A6

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DATE:

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REVISIONS

DATE:

PROJECT

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8.06.2020

8.13.2020

8.21.2020

9.23.2020

SCALE: 1/2 = 1'-0"

BUILDING SECTION1A7

2'-0

3

/4

"

24" FLOOR TRUSSES

9'-1

1

/8

"9

'-1

1

/8

"

1'-2"

TRUSSES DESIGNED

BY MANUFACTURER

12

8

9 3

/8

"

HE

EL

7'-0

"

WIN

DO

W H

DR

7'-9

"±

MA

TC

H E

XG

. W

IN

DO

W H

DR

5A10

ASPHALT SHINGLES

ON ROOFING FELT

1" AIR CHUTES FULL WIDTH

OF TRUSS CAVITY

BLOWN-IN INSULATION

R-49 MIN.

5/8" ROOF SHEATHING

5/8" TYPE 'X' GYP.

BD. ON 1/2"

RESILIENT

CHANNEL (TYP.)

1X8 SMARTSIDE

FASCIA

1X14 SMARTSIDE

FASCIA

CONTINUOUS

REFINISHED SOFFIT

VENT

3/8" PLYWOOD

SOFFIT SHEATHING

2X4 WOOD STUD

FRAMING @ 24" O.C.

8" SMARTSIDE

FRIEZE

3/4" PLWOOD SUB

FLOOR

5/8" TYPE 'X' GYP.

BD. ON 1/2"

RESILIENT

CHANNEL (TYP.)

5/8" TYPE 'X' GYP.

OVER 6 MIL. VAPOR

BARRIER

1/2" GYP. SHEATHING ON

2X6 WOOD STUDS @ 16"

O.C. W/ BATT INSUL.

PRE- COLOR CAST

STONE SILL

CONC. FOUNDATION

WALL

MEMBRANE

WATERPROOFING

6" PERFORATED

PVC FOUNDATION

DRAINAGE / FABRIC

COVER

4" POURED CONC.

2" RIGID INSULATION

6 MIL POLY MIN.

4" GRANULAR FILL

WATER BARRIER @

ALL STONE/BRICK

VENEER LOCATIONS

2x RIBBON

R-20 CLOSED CELL SPRAY

INSULATION @ RIM

SCALE: 1/2 = 1'-0"

BUILDING SECTION2A7

PRE- COLOR CAST

STONE SILL

CONC.FOUNDATION WALL

MEMBRANE

WATERPROOFING

6" PERFORATED

PVC FOUNDATION

DRAINAGE / FABRIC

COVER

WATER BARRIER @

ALL STONE/BRICK

VENEER LOCATIONS

5"

3/8" PLYWOOD

SOFFIT SHEATHING

8" SMARTSIDE

FRIEZE

5/8" TYPE 'X' GYP.

OVER 6 MIL. VAPOR

BARRIER

1/2" GYP. SHEATHING ON

2X8 WOOD STUDS @ 16"

O.C. W/ BATT INSUL.

2'-9

"

2'-9

"

SCALE: 1/2 = 1'-0"

BUILDING SECTION3A7

EXG.FOUNDATION WALL

8'-6

"

11

'-9

"

3'-0"

SCALE: 1/2 = 1'-0"

BUILDING SECTION4A7

11

'-9

"2

'-1

1 1

/2

" H

EE

L

PARALLEL TRUSS

10:12

CEDAR TONGUE

AND GROVE

PRIVACY SCREEN

WITH FRITTED

GLASS

OPEN BEYOND

2'-0"

6A10

4

4

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9.23.2020

TRUSSES DESIGNED

BY MANUFACTURER

CEDAR TONGUE AND

GROVE @ VAULT

SCALE: 1/2 = 1'-0"

PARTIAL BUILDING SECTION1A8

12

10

2'-0

3

/4

"9

'-1

1

/8

"9

'-1

1

/8

"

1'-0

1

/8

"

HE

EL

24" FLOOR

TRUSS

FLUSH

BEAM

24" FLOOR

TRUSS

SCALE: 1/2 = 1'-0"

BUILDING SECTION2A8

TRUSSES DESIGNED

BY MANUFACTURER

EXG.FOUNDATION WALL

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UNISEX

TOILET

108

UNISEX

TOILET

109

1A9

5'-0

"

DIA

.

2'-6"

4'-0

"

4'-0

"

3'-6"

3'-0"

MIN. CLR.

2'-0 1/2" 4'-4 1/2"

6"

1'-0

"

5'-2 3/4"

RECESSED

WASTE RECEPTACLE

TOILET PAPER

DISPENSER

URINAL MIRROR PAPER TOWEL

DISPENSER

SOAP

DISPENSER

SANITARY

NAPKIN

2'-0

"

3'-4

"

4'-6

"

4'-4

"

3'-6

"

2'-1

"

2'-5

"

1'-5

"

2'-1

0"

MA

X

8"

MIN

2'-3

"

MIN

TOILET

CHANGING STATION

2'-6

"

MOUNTING HEIGHTS3A9

A9

5

A9

4

A9

6

C

B

A

D

I

F

I

F

E H G

HG

A

B

C

D

E

F

G

H

GENERAL NOTES

KEYNOTES

1. ALL DIMENSIONS ON FLOOR PLAN ARE TO THE CENTER OF STUD,

FACE OF EXISTING PARTITION OR FACE OF MASONRY UNLESS

NOTED OTHERWISE.

2. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL INFORMATION AND

AREAS TO RECEIVE NEW FINISHES.

3. PROVIDE WALL BACKING AT ALL WALL HUNG EQUIPMENT,

FIXTURES AND FURNITURE.

UNISEX

TOILET

106

ENLARGED PLAN @ UNISEX TOILET ROOM2A9

3'-0"

MIN. CLR.

2'-0 1/2" 3'-7"

A9

6

I

F

H G

SIM.

9'-0

" ±

5'-0

"

F

I

CD

A

B

SCALE: 1/2 = 1'-0"

ENLARGED TOILET ROOM ELEVATION4A9

9'-0

" ±

5'-0

"

D C

A

B

5A9

9'-0

" ±

5'-0

"

F

I

A

B

SCALE: 1/2 = 1'-0"

SCALE: 1/2 = 1'-0"

SCALE: 1/2 = 1'-0"

SCALE: 1/2 = 1'-0"

ENLARGED TOILET ROOM ELEVATION 6A9 SCALE: 1/2 = 1'-0"

ENLARGED TOILET ROOM ELEVATION

SCALE: 1/2 = 1'-0"

ENLARGED STAIR PLAN7A9 SCALE: 1/2 = 1'-0"

ENLARGED STAIR PLAN8A9

SCALE: 1/2 = 1'-0"

SECTION @ STAIR9A9

FLUSH BEAM

3'-5 1/4"

CLEAR

3'-5 1/4"

CLEAR

4'-0

"

CL

EA

R

1'-0

"

1'-1

1"

A99

DN

(1

9)R

3'-5 1/4"

CLEAR

3'-5 1/4"

CLEAR

4'-0

"

CL

EA

R

UP

(1

9)R

11

"

1'-1

1"

FLUSH BEAM

11"

13'-3"

FACE OF HDR. TO FACE OF STUD

11"

11" 1'-0"

1'-0"

2'-1

0"

TY

P.

24" FLOOR

TRUSS

FLUSH

BEAM

7'-0

"

4"

5'-3

3

/8

"

9 R

IS

ER

S @

7

"

5'-1

0 1

/2

"

10

R

IS

ER

S @

7

"

11

'-1

7

/8

"

ENLARGED PLAN @ UNISEX TOILET ROOM

TOILET PAPER DISPENSER

SANITARY NAPKIN DISPOSAL

36" LONG GRAB BAR (1 1/2" Ø STAINLESS STEEL GRAB BAR WITH 1 1/2"

CLEARANCE BETWEEN GRAB BAR AND WALL SURFACE)

42" LONG GRAB BAR (1 1/2" Ø STAINLESS STEEL GRAB BAR WITH 1 1/2"

CLEARANCE BETWEEN GRAB BAR AND WALL SURFACE)

BABY CHANGING STATION

HAND SOAP DISPENSER

PAPER TOWEL DISPENSER

TRASH UNIT

I

24" W X 36" H TEMP GLASS

MIRROR

RAIL RAIL

4'-5 3/4" 4'-5 3/4"

7'-4

"4

'-7

3

/4

"

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11"1"

11"

2'-10"

TY

P.

1A10 SCALE: 1/2 = 1'-0"

DETAIL @ HALF WALL 2A10 SCALE: 1/2 = 1'-0"

DETAIL @ STAIR

11" 1'-0"

3A10 SCALE: 1/2 = 1'-0"

DETAIL @ STAIR

1-1/2" HALF ROUND

WOOD TRIM. SEE DETAIL

4/A10

1-1/2" RAIL (IN FRONT)

2X4 WD STUD @ 16" O.C.

W/ 5/8" GYP. BD. EACH

SIDE

3/4" PLYWOOD SHEATHING

FLOOR TRUSS.

SEE PLAN FOR

SIZE.

FACE OF WALL

1-1/2" RAIL

2X8 AND 2X6

WOOD TREADS

CONC. FLOOR

2'-10"

TY

P.

1-1/2" RAIL

2X8 WOOD

JOISTS

1X8 WOOD

RISERS

(2) 2X10 WOOD

JOISTS

(2) LAYERS 3/4" PLYWOOD

SHEATHING

4"

SCALE: 1-1/2" = 1'-0"

DETAIL @ WALL CAPINGA104

3/4" OAK - STAINED

1-1/2" Ø HALF ROUND - STAINED

(2) 2X4 TOP PLATES

1X8 SMARTSIDE

FASCIA

1X14 SMARTSIDE

FASCIA

SEE PLAN FOR

HEADER SIZING.

2 1

/8

"

1'-2"

RUN EXTERIOR

SHEATHING UP TO

BOTTOM OF TRUSS

TOP CHORD

ALUMINUM 'D' EDGE

FLASHING

2x4 NAILER

2x14 NAILER

SCALE: 1" = 1'-0"

DETAIL @ ROOF OVERHANGA105

2'-0"

SCALE: 1" = 1'-0"

DETAIL @ ROOF OVERHANGA106

1X8 SMARTSIDE

FASCIA

1X14 SMARTSIDE

FASCIA

2 1/8"

RUN EXTERIOR

SHEATHING UP TO

BOTTOM OF TRUSS

TOP CHORD

ALUMINUM 'D' EDGE

FLASHING

2x14 NAILER

SCALE: 3" = 1'-0"

HANDRAIL DETAIL10A10

GALVANIZED 1 1/2" I.D.

EXTRA STRONG STEEL PIPE

HANDRAIL

1/2" DIA. GALVANIZED

STEEL BRACKET AT EACH

BALUSTER WELD TO

HANDRAIL AND BALUSTER

SCALE: 1" = 1'-0"

DETAIL @ BRACKETS

SEE ELEV.

2"

4"

1'-11"

7A10

12:12 STANDING SEAM

METAL ROOF

2"

2'-6"

3"

3"

4"

4"

R

1

'

-

4

1

/

2

"

1'-0"

4"X4"X36" CEDAR

BRACKET

EXTRA STRONG STEEL PIPE

HANDRAIL AND BALUSTER

2X6 CORNER STUDS

BATT INSULATION

EXTERIOR WALL SHEATHING

4 MIL POLY VAPOR BARRIER

(INTERIOR AIR BARRIER) TAPE

ALL JOINTS

GYP. BD

HOUESWRAP LAP ALL JOINTS

6" MIN.

SIDING

SCALE: 1" = 1'-0"

DETAIL @ EXTERIOR CORNER

BATT INSULATION

EXTERIOR WALL SHEATHING

6 MIL POLY VAPOR BARRIER

(INTERIOR AIR BARRIER) TAPE

ALL JOINTS

GYP. BD

HOUESWRAP LAP ALL JOINTS

6" MIN.

SIDING

SCALE: 1" = 1'-0"

DETAIL @ EXTERIOR WALL INSTERSECTION

HORIZONTAL 2X6 BLOCKING

BETWEEN STUDS @ 24" O.C.

SEAL VAPOR BARRIER TO FRAMING W/

3/8" @ BEAD OF ACOUSTICAL SEALANT

SEAL ALL PENETRATIONS THROUGH

STUD WITH EXPANDING FOAM

8A10

9A10

9"

8"

MIN.

2'-1 1/4"

2'-0 1/4"

1"

2'-1

0"

2'-8

3

/4

"

5"

2'-5

"

6"

1'-8" MAX

REMOVABLE P.LAM ACCESS

PANEL WITH SST TORAX

SCREWS AND WASHERS

BLOCKING

1

'

-

7

"

2'-3

"

9"

6"

V

E

R

I

F

Y

2'-1 1/4"

2'-0 1/4"

1"

SE

E E

LE

VA

TIO

N

MA

TC

H

DR

AW

ER

S

REMOVABLE P.LAM ACCESS

PANEL WITH SST TORAX

SCREWS AND WASHERS

CLEAR SINK AND WASTE

PIPE

BLOCKING

1 1

/4

"

SCALE: 3/4" = 1'-0"

ACCESSIBLE SINK CASEWORK DETAILA1011

SCALE: 3/4" = 1'-0"

STAND UP SINK CASEWORK DETAILA1012

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9.23.2020

4'-10" 4"

4"

1'-2

"4

'-1

0"

SCALE: 1/4 = 1'-0"

ELEVATION @ FIREPLACEA111

3'-0

"

6'-0

"

13'-7 1/2"

EQ. EQ. EQ.EQ.

6'-11"

6"

1'-2

"

9"

4"

7'-1 1/2"

T.V.

PIER

36TRB-IFT

9'-5 1/2"

6'-0

"

5'-0"EQ. EQ.

FLOATING WD

BOOKSHELVES

2"

STONE HEARTH

LANNON STONE

8" WD MANTEL

CEDAR TONGUE AND

GROOVE

HEADER

SEE FINISH

SCHEDULE FOR

PAINT COLOR

STONE HEARTH

LANNON STONE

8" WD MANTEL

8" WD BEAM. REFER

TO SPEC FOR STAIN.

8" WD BEAM. REFER

TO SPEC FOR STAIN.

SCALE: 1/4 = 1'-0"

ELEVATION @ FIREPLACEA112

5'-2"

EQ.

CEDAR TONGUE

AND GROOVE

8" WD BEAM. REFER

TO SPEC FOR STAIN.

OPEN BEYOND

9'-0"

1 1/2"1 1/2"EQ.

1 1/2"1 1/2"

EQ. EQ.

7'-9

"

PIER

36TRB-IFT

SCALE: 1/4 = 1'-0"

ELEVATION @ OFFICE 106A114

SCALE: 1/4 = 1'-0"A113

4"

ELEVATION @ FIREPLACE

PIER

36TRB-IFT

EQ.

4" 4"

4'-0"

6'-0

"

1'-2

"

1'-0"

1'-0"

NOT USEDA115

8'-0"

EQ. EQ.

7'-9

"

SCALE: 1/4 = 1'-0"

ELEVATION @ CLOSING ROOM 112A116

3'-0"

7'-0

"

3'-0"

SCALE: 1/4 = 1'-0"

ELEVATION CONFERENCE ROOM 202A117

SCALE: 1/4 = 1'-0"

ELEVATION @ BREAKROOMA118

UNDER.

CNTR. REF.

B.O.

UNDER.

CNTR. REF.

B.O.

3'-0

"1

'-6

"2

"3

'-6

"

3'-6" 2'-8" 3'-6"

1'-6" 2'-0" 2'-8" 2'-0" 1'-6"

10'-4"

EQ.

1 1/2"

EQ.

7'-0

"

SCALE: 1/4 = 1'-0"

ELEVATION @ OFFICE 207/OFFICE 201A119

5'-0"

3'-0"

7'-0

"

3'-0"

SCALE: 1/4 = 1'-0"

ELEVATION @ OFFICE 207/OFFICE 201A1110

1 1/2"

2

2

2

1'-4"

3

ADDED DOUBLE WALL

FOR VENTING

THROUGH ROOF

4

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CO

FF

EE

SCALE: 1/4 = 1'-0"

FINISH PLAN

ALL DIMENSIONS FIELD VERIFIED BY CONTRACTOR

1A12

24" TRUSSES

SPANS TO MEET

L/480

TILE FLOOR

APPROX 380 S.F.

ALL CARPET TILE FLOOR

APPROX 1,121 S.F.

TILE FLOOR

APPROX 43 S.F.

TILE FLOOR

BOTH TOILET

ROOMS TOTAL

APPROX 130 S.F.

WOOD @ STAIR

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10-15-2020

10-15-2020

10-15-2020

10-15-2020