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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:
https://global.gotomeeting.com/install/318279309
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
1
Hia
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a B
an
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DATE:
DRAWN
BY:
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6.25.2020
REVISIONS
DATE:
PROJECT
#
XXX
SHEET #
CONSULTANTS
40
9 N
C
asca
de
S
T.
OS
CE
OL
A , W
I 5
40
20
8.06.2020
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
"
G2
Hia
wa
th
a B
an
k
DATE:
DRAWN
BY:
A.DENEEN
6.25.2020
REVISIONS
DATE:
PROJECT
#
XXX
SHEET #
CONSULTANTS
40
9 N
C
asca
de
S
T.
OS
CE
OL
A , W
I 5
40
20
8.06.2020
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
D1
Hia
wa
th
a B
an
k
DATE:
DRAWN
BY:
A.DENEEN
6.25.2020
REVISIONS
DATE:
PROJECT
#
XXX
SHEET #
CONSULTANTS
40
9 N
C
asca
de
S
T.
OS
CE
OL
A , W
I 5
40
20
8.06.2020
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
Hia
wa
th
a B
an
k
DATE:
DRAWN
BY:
A.DENEEN
6.25.2020
REVISIONS
DATE:
PROJECT
#
XXX
SHEET #
CONSULTANTS
40
9 N
C
asca
de
S
T.
OS
CE
OL
A , W
I 5
40
20
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
"
A2
Hia
wa
th
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an
k
DATE:
DRAWN
BY:
A.DENEEN
6.25.2020
REVISIONS
DATE:
PROJECT
#
XXX
SHEET #
CONSULTANTS
40
9 N
C
asca
de
S
T.
OS
CE
OL
A , W
I 5
40
20
8.06.2020
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
Hia
wa
th
a B
an
k
DATE:
DRAWN
BY:
A.DENEEN
6.25.2020
REVISIONS
DATE:
PROJECT
#
XXX
SHEET #
CONSULTANTS
40
9 N
C
asca
de
S
T.
OS
CE
OL
A , W
I 5
40
20
8.06.2020
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
Hia
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an
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DATE:
DRAWN
BY:
A.DENEEN
6.25.2020
REVISIONS
DATE:
PROJECT
#
XXX
SHEET #
CONSULTANTS
40
9 N
C
asca
de
S
T.
OS
CE
OL
A , W
I 5
40
20
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
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
Hia
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DATE:
DRAWN
BY:
A.DENEEN
6.25.2020
REVISIONS
DATE:
PROJECT
#
XXX
SHEET #
CONSULTANTS
40
9 N
C
asca
de
S
T.
OS
CE
OL
A , W
I 5
40
20
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
Hia
wa
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an
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DATE:
DRAWN
BY:
A.DENEEN
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REVISIONS
DATE:
PROJECT
#
XXX
SHEET #
CONSULTANTS
40
9 N
C
asca
de
S
T.
OS
CE
OL
A , W
I 5
40
20
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
4
A7
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DATE:
DRAWN
BY:
A.DENEEN
6.25.2020
REVISIONS
DATE:
PROJECT
#
XXX
SHEET #
CONSULTANTS
40
9 N
C
asca
de
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A , W
I 5
40
20
8.06.2020
8.13.2020
8.21.2020
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
A8
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DATE:
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BY:
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REVISIONS
DATE:
PROJECT
#
XXX
SHEET #
CONSULTANTS
40
9 N
C
asca
de
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40
20
8.06.2020
8.13.2020
8.21.2020
9.23.2020
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
"
A9
Hia
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DATE:
DRAWN
BY:
A.DENEEN
6.25.2020
REVISIONS
DATE:
PROJECT
#
XXX
SHEET #
CONSULTANTS
40
9 N
C
asca
de
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OS
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A , W
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40
20
8.06.2020
8.13.2020
8.21.2020
9.23.2020
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
A10
Hia
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DATE:
DRAWN
BY:
A.DENEEN
6.25.2020
REVISIONS
DATE:
PROJECT
#
XXX
SHEET #
CONSULTANTS
40
9 N
C
asca
de
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OS
CE
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A , W
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40
20
8.06.2020
8.13.2020
8.21.2020
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
A11
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DATE:
DRAWN
BY:
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REVISIONS
DATE:
PROJECT
#
XXX
SHEET #
CONSULTANTS
40
9 N
C
asca
de
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A , W
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20
8.06.2020
8.13.2020
8.21.2020
9.23.2020
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
A12
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DATE:
DRAWN
BY:
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REVISIONS
DATE:
PROJECT
#
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SHEET #
CONSULTANTS
40
9 N
C
asca
de
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CE
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A , W
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40
20
8.06.2020
8.13.2020
8.21.2020
9.23.2020
10-15-2020
10-15-2020
10-15-2020
10-15-2020