Shorewood Board of Appeals
Meeting Agenda
June 13, 2017
5:30 P.M.
Shorewood Village Hall Court Room
3930 N. Murray Avenue, Shorewood, WI 53211
1. Call to Order.
2. Roll Call.
3. Statement of Public Notice.
4. Approval of May 16, 2017 meeting minutes.
5. Attorney to Review the Standards by which the Board of Appeals must
abide.
6. Public Hearing: Appeal of denial by the Village Building Inspector to
construct a detached garage that exceeds allowable lot coverage for
accessory uses at residential property 4066 N. Stowell Ave.
7. Adjournment.
PLEASE BE ADVISED THAT A REPRESENTATIVE OF THE APPLICANTS FOR THE ABOVE ITEMS
MUST BE PRESENT AT THIS MEETING.
Dated at Shorewood, Wisconsin, this 7th day of June, 2017
Village of Shorewood
Tanya O’Malley, WCPC
Village Clerk-Treasurer
VILLAGE OF SHOREWOOD
BOARD OF APPEALS MINUTES
May 16, 2017
DRAFT
1.
Call to Order
Mr. Mueller called the meeting to order at 5:38 p.m.
2.
Roll Call
Members present: Lance Mueller, Michael Paulson and Adam Burns. A quorum was noted present.
Others present: Village Attorney Nathan Bayer, Planning and Development Director Ericka Lang, and
Village Clerk Tanya O’Malley.
3.
Statement of Public Notice
Village Clerk Tanya O’Malley stated that the meeting had been posted and noticed according to law.
4.
Approval of Minutes of March 14, 2017
Mr. Burns moved, seconded by Mr. Mueller to approve the Board of Appeals minutes of March 14,
2017. Motion carried 3 – 0.
5.
Attorney to Review the Standards by which the Board of Appeals must Abide
Attorney Bayer indicated that both appeals were for variances and read Zoning Code Section 535-55(2),
which states “Variances. To hear and grant appeals for variances as will not be contrary to the public
interest where, owing to special conditions, a literal enforcement will result in practical difficulty or
unnecessary hardship, so that the spirit and purpose of this chapter shall be observed and the public
safety, welfare and justice secured.” Attorney Bayer read Zoning Code Section 535-58, which states,
“No variance to the provisions of this chapter shall be granted by the Board unless it finds that all of the
following facts and conditions exist and so indicates in the minutes of its proceedings: (a) Exceptional
circumstances. There must be exceptional, extraordinary or unusual circumstances or conditions applying
to the lot, parcel or structure that do not apply generally to other properties in the same district and the
granting of the variance would not be of so general or recurrent nature as to suggest that this chapter
should be changed. (b) Absence of detriment. The variance will not create substantial detriment to
adjacent property and will not materially impair or be contrary to the purpose and the spirit of this chapter
or the public interest.”
6.
Appeal of denial by the Village Building Inspector to construct a detached garage within the
zoning setback at residential property 2421 E Newton Ave
Ericka Lang, Shorewood Planning Director was sworn and indicated that the Village’s Planning &
Development Department received a building application on March 30, 2017 by homeowner Kathleen
McKeown, proposing to raise the detached garage and construct a detached garage in the same location
at residential property 2421 E. Newton Ave. The application was denied because the east side of the
garage would be 1.9-feet within the zoning three-foot side yard setback. The property owner to the east
is in support of granting the variance. The proposed garage meets all other zoning requirements other
than the side yard setback. As shown in the photos, a low concrete retaining wall runs along the length
of the east side of the parcel and is 18 inches in height where it meets the garage. Per the survey, it ends
where it meets the north-east garage corner. The neighbor’s lot to the east is above grade. The purpose of
the side yard setback generally speaking is to provide accessibility to the property, to separate structures,
and to provide air and ventilation.
Kathleen McKoewn, property owner, was sworn and indicated that the garage acts as retaining wall to
the back of the property. If the garage were to be moved over, it would basically create unusable space.
The proposal is to build the garage on top of the existing brick, which serves as the retaining wall.
1
Mr. Paulson moved, seconded by Mr. Mueller to variance to build the garage within the sideyard setback
within 1.1 feet of the lot line as requested by the applicant be granted.
The Board discussed that all the criteria for the variance had been met. There are hardships because of
the physical aspects of the property. Compliance with the code would be unreasonably burdensome and
would require effort to deal with the retaining wall. The neighbors submitted a message that they
approve. The end result will not be very different from what currently exists and there will be no
detriment to the neighbors.
With all members voting aye, the motion carried 3 – 0.
7.
Appeal of denial by the Village Building Inspector to replace a commercial roof that exceeds
maximum zoning height at property 4600-06 N Wilson Drive
Ericka Lang, Shorewood Planning Director, was previously sworn, and indicated that Building Inspector
Justin Burris denied the building application March 23, 2017 because the proposed roof exceeds the
allowable height in that zoning district. The height of the building is defined as the mean of the roof.
The existing roof is 24’6” and the proposed is 29’10”. The property is located in the B-5 Estabrook
Homes Business District; within § 535-21 Commercial, mixed-use and river districts, 535-21 E. (4) (a)
allows up to a maximum building height of 25’ in the district. The proposed roof exceeds the height
allowed by the Code by 4’10”. The two-story mixed-use building is surrounded by single family homes
to the north, 13 two-story apartment buildings owned by the same owners to the east and south, and
Estabrook Park to the west. It is the only parcel in the Village zoned as B-5and all the surrounding
parcels are zoned as R-8 which allows for a 30’ height. The building currently has a flat roof that per the
owner, requires frequent repairs and creates a hardship for the second floor residential tenants. The
building is setback 3.84 feet from the rear property boundary. The house located at the north-west corner
to the rear of the building has a detached garage not more than three feet from the property boundary: the
house is further away, separated by a driveway. The house located at the north-east corner to the rear of
the building is 10 feet setback from the boundary. There are no other adjacent buildings. Staff has no
position on the application other than to indicate that the new roof would be an aesthetic improvement.
An e-mail was received from one of the neighbors, who indicated that the new roof might block the view
of the park. His other comments were related to maintenance of the property.
Ramesh K Pujara, Architechtural Engineer, Karademas Management was sworn and indicated that the
building has a flat roof that was poorly built and the owner has put in a lot of money. The roof leaks into
the second floor and sometimes even to the first floor. It is difficult to complete repairs due to the
closeness of the garage to the north and because specialized equipment is needed to reach the east roof.
The proposed roof matches with the residential buildings in the neighborhood.
David Koscielniak, Architect, was sworn and indicated that the roof would blend with the angle of
Wilson Drive. This is a creative solution that will cure the ills of the tenants.
Mr. Paulson moved, seconded by Mr. Burns to grant a variance to permit the construction of a
combination hip/gable roof to a height of 35’2” and a mean height of 29’10” as requested by the
applicant in its appeal.
The Board discussed that this was dealing with a particular structure that was unique to this zoning and
the neighborhood. It was clear that the current roof system was unworkable, unsustainable, and needed
to be replaced. This was the only practicable solution to meet the difficulties and there was no way to
meet the code height with the current structure. The Board discussed that there was a practical difficulty
with the unique building and that granting the variance did not create a substantial detriment, it was not
contrary to the Code, and it did not harm the public interest.
With all members voting aye, the motion carried 3 – 0.
8.
Adjournment
2
Mr. Mueller moved, seconded by Mr. Burns to adjourn at 6:25 p.m. Motion carried 3-0.
Respectfully submitted,
Tanya O’Malley, WCPC
Village Clerk
3
Report to Board of Appeals
June 13, 2017
Village of Shorewood, Wisconsin
Prepared by: Planning Director Ericka Lang
RE:
Appeal of denial of building application to construct a two-car detached garage at
4066 N. Stowell Avenue
The Village Planning & Development Department received a building application on May 23,
2017 by homeowners Ken and Lori Garfinkel, proposing to construct a two-car detached garage
that exceeds the allowable lot coverage at residential property 4066 N. Stowell Ave. May 25,
2017 Building Inspector Justin Burris denied the building application.
Proposed garage details:
• Garage Area:
• Garage Dimensions:
• Access:
• Garage Height:
• Rear garage setback:
• Interior east side setback:
576 square feet
24’w x 24’d
Rear alley
13 feet
3+ feet
3 feet
Parcel Information:
• Parcel Dimension:
• 10% parcel area
42.5’w x 121.85’d,
517.8 square feet
5,178 square feet
Zoning/Applicable Regulations:
The property is located in the R-6 Residential Zoning District that allows one- and two-family
dwellings. The land use is a single family dwelling unit.
Village zoning code section 535-19-F (6) allows up to 10% of the lot for an accessory structure
in that district. The 576 sqft proposed garage exceeds 10% of the lot area by 58.2 sqft.
§535-19F. R-6 One- and Two-Family Residence District No. 1, Article IV Zoning Districts.
(1) Principal use: one- and two-family dwellings.
(2) Conditional uses: see Article V.
(3) Lot:
(a) Width, minimum: 40 feet.
(b) Area, minimum: 4,500 square feet.
(4) Building:
(a) Area, minimum:
[1] Single-family: 1,200 square feet.
[2] Two-family: 900 square feet per dwelling unit.
(b) Height, maximum: 30 feet.
(5) Setback:
(a) Front, minimum: 25 feet or the average of existing setbacks on the side of the street where the property
is located, between the two closest intersecting streets, whichever is greater.
(b) Rear, minimum: three feet.
(c) Side:
[1] Interior, minimum: three feet.
[2] Street side: 25% of the width of the lot but not less than 10 feet, provided that the buildable width of
the lot shall be not less than 20 feet.
(6) Lot coverage, maximum: 30% of lot for principal structure on interior lot; 40% of lot for principal structure on
corner lot; plus up to 10% for accessory structure.
(7) Additional requirements. It shall be unlawful to construct a two-family dwelling on any vacant lot upon which no
prior dwelling has been constructed or on a lot previously occupied by a single-family dwelling in this district.
The proposed garage and the proposed rear addition meets all other zoning requirements.
Existing Conditions
The two-story home currently has a one-car attached garage at the rear of the house. The
owners propose to remove the garage and put a two-story rear addition on. The garage has a
small roof deck.
Staff
Staff does not know when the zoning code established 10% as the maximum allowable area for
a garage, but it is safe to say it existed at least for the past 50 years. In staff opinion, the three
key reasons there are limits on the amount of area structures can cover is because:
• provides adequate stormwater runoff
• meets density goals
• creates attractive neighborhoods, balancing privacy and outdoor space.
Two-car garages are traditionally 22’ x 22’, allowing comfortable access to vehicles. This size
does not usually accommodate additional storage except for a narrow area along the perimeter,
which varies depending on the size of vehicles stored.
Materials provided:
1. BOA application
2. Building plans
3. Denial letter
4. Building application
5. Aerial, Parcel maps
6. Pictures
7. Parcel survey
8. 535-58 Zoning Section- Board of Appeals findings
2
3
4
5
6
4066 Stowell
June 6, 2017
Address Numbers
Parcels
Streets
0
0.00225
0
0.0025 0.005
1:282
0.0045
0.009 mi
0.01 km
Milwaukee County Land Information Office
Shorewood, WI
Milwaukee County Land Information Office |
4066 Stowell- block
June 8, 2017
Address Numbers
Parcels
Streets
0
0.0075
0
0.01
1:1,128
0.015
0.02
0.03 mi
0.04 km
Milwaukee County Land Information Office
Shorewood, WI
Milwaukee County Land Information Office |
GENERAL NOTES
1.
SEE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL GENERAL AND SPECIFIC REQUIREMENTS.
2.
DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY. IF CLARIFICATION OR ADDITIONAL
DIMENSIONS ARE REQUIRED, NOTIFY THE ARCHITECT IMMEDIATELY, FOR WRITTEN CLARIFICATION.
3.
EACH CONTRACTOR SHALL CAREFULLY EXAMINE DRAWINGS AND SITE PRIOR TO BIDDING TO
ASCERTAIN EXTENT OF DEMOLITION AND NEW CONSTRUCTION REQUIRED. EXISTING CONDITIONS
ARE SHOWN BASED ON ORIGINAL DRAWINGS AND FIELD OBSERVATIONS AND MAY VARY. ANY
DISCREPANCIES FOUND IN THE DRAWINGS OR EXISTING CONDITIONS ARE TO BE REPORTED TO
ARCHITECTURAL DESIGNS, INC. IMMEDIATELY. ALL DISCREPANCIES WILL BE CLARIFIED
BY WRITTEN ADDENDUM.
4.
IT SHOULD BE UNDERSTOOD BY ALL CONTRACTORS THAT THE OLD CONSTRUCTION MAY NOT BE
COMPLETELY SQUARE, PLUMB OR TRUE, AND THAT ALL DIMENSIONS SHALL BE FIELDVERIFIED AND ADJUSTED AS REQUIRED. FAILURE TO DO SO WILL IN NO WAY RELIEVE
CONTRACTOR OF COMPLETETING HIS WORK ACCORDING TO THE TRUE INTENT AND MEANING
OF THE DRAWINGS AND SPECIFICATIONS AT NO ADDITIONAL COST. NOTIFY ARCHITECT OF
ANY DISCREPENCIES PRIOR TO CONSTRUCTION.
5.
ALL REQUESTS FOR INFORMATION, INTERPRETATION, INTENT, ETC. MUST BE MADE AT LEAST
(10) DAYS PRIOR TO BID DUE DATE. RESPONSES WILL BE CONFIRMED IN WRITING.
ARCHITECTURAL DESIGNS, INC. WILL NOT BE RESPONSIBLE FOR ANY VERBAL INFORMATION.
6.
VERIFY ALL DIMENSIONS AND UTILITY REQUIREMENTS OF ALL EQUIPMENT SUPPLIED BY OWNER
PRIOR TO CONSTRUCTION RELATED TO THE PLACEMENT OF THE OWNERS EQUIPMENT. NOTIFY
ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
7.
IT IS THE CONTRACTOR'S RESPONSIBLITY TO BECOME KNOWLEDGEABLE OF THE CONSTRUCTION
REQUIREMENTS OF THE OWNER AND/OR OPERATOR. ALL CONDITIONS RELATIVE TO THE
CONTRACTOR COMPLETING WORK WITHIN THE BUILDING AND TIME FRAME MUST BE ADHERED TO.
8.
ALL WORK IS TO BE COMPLETED USING GOOD AND ACCEPTABLE CONSTRUCTION PRACTICES
AND QUALITY MATERIALS. IF MATERIALS ARE NOT SPECIFIED AND SPECIFICS ARE REQUIRED,
THECONTRACTOR MAY SUGGEST MATERIALS TO THE OWNER AND THE ARCHITECT FOR THEIR
REVIEW AND APPROVAL. THE ARCHITECT HAS THE RIGHT AND THE RESPONSIBILITY TO
REJECT WORK OR MATERIALS THAT DO NOT CONFORM TO THE INTENT OF THE PROJECT OR
ARE NOT ACCEPTABLE QUALITY.
9.
CONTRACTOR'S WORK SHALL CONFORM TO ALL APPLICABLE CODES AND GOVERNING AUTHORITIES.
LOCATION MAP
N
NO SCALE
ARCHITECTURAL DESIGNS INC.
7429 ROOSEVELT RD
TOWN OF ERIN, WI 53027
TELE: 1-262-966-1055
EMAIL:
[email protected]
4066 N. STOWELL AVE
VILLAGE OF SHOREWOOD, WI 53211
EXISTING RRESIDENCE RENOVATION
L & K GARFINKEL RESIDENCE
4066 N. STOWELL AVE
VILLAGE OF SHOREWOOD, WI 53211
PROJECT NUMBER 2016.35
10. CONTRACTORS SHALL FURNISH AND INSTALL ALL MATERIALS INCLUDED WITHIN THE LIMITS
OF THEIR CONTRACT. INCLUDE ALL LABOR TAXES, PERMIT FEES, MATERIALS, BLOCKING,
EQUIPMENT, AND/OR ITEMS REQUIRED FOR THEIR COMPLETION.
11. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK WITH THE OWNER/
CONSTRUCTION MANAGER AND OTHER CONTRACTORS. WORK BY ANOTHER CONTRACTOR
WHICH WOULD CHANGE OR ALTER WORK OF THE CONTRACTOR IN ANY WAY OR WHICH WOULD
PREVENT THE CONTRACTOR FROM COMPLETING HIS WORK ACCORDING TO THE PLANS AND
SPECIFICATIONS MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT.
12. CONTRACTORS SHALL PROVIDE SHOP DRAWINGS, MATERIAL SAMPLES, RELEVANT
TECHNICAL DATA, FINISH SAMPLES, CATALOG CUTS, ETC. FOR ARCHITECT'S REVIEW
AND ACTION PRIOR TO COMMENCEMENT OF WORK. SUBMITTALS TO INCLUDE
BUT ARE NOT LIMITED TO CABINETRY, SIGNAGE, DOORS, HARDWARE, STEEL, ETC., ETC.
PROJECT
13. CONTRACTORS SHALL COORDINATE THEIR SCHEDULES WITH THE OWNER.
14. CONTRACTORS SHALL BE RESPONSIBLE FOR CLEANING UP AFTER THEMSELVES DAILY.
EXISTING RESIDENCE RENOVATION FOR:
15. CONTRACTORS SHALL TAKE CARE NOT TO DAMAGE EXISTING CONSTRUCTION AND SHALL BE
RESPONSIBLE FOR PORTIONS DAMAGED DURING CONSTRUCTION.
16. THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE, NECESSARY AND REQUIRED BARRICADES,
FENCES AND SAFETY PRECAUTIONS FOR THE GENERAL PUBLIC'S SAFETY NEAR THE SITE.
GENERAL CONTRACTOR TO PROVIDE TEMPORARY BARRICADES (AND DUST BARRIERS) AS
REQUIRED BY THE OWNER OR THE JOB CONDITIONS.
L & K GARFINKEL RESIDENCE
4066 N. STOWELL AVE.
VILLAGE OF SHOREWOOD, WI 53211
PROJECT #: 2016.35
17. FIRE EXTINGUISHER(S) ARE TO BE PROVIDED AND LOCATED BY GENERAL CONTRACTOR
AS REQUIRED BY CODE.
18. ALL CONTRACTORS SHALL GUARANTEE ALL THEIR WORK UNDER CONTRACT AGAINST DEFECTIVE
WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF SUBSTANTIAL
COMPLETION OF CONTRACT.
19. ALL CONTRACTORS SHALL PROVIDE ALL NECESSARY INSURANCE, PROGRESS SCHEDULES, PERMITS,
AND OTHER PROVISIONS REQUIRED IN ACCORDANCE WITH AIA GENERAL CONDITION OF THE
CONTRACT FOR CONSTRUCTION A201 AND AS REQUIRED BY OWNER.
20. ARCHITECTURAL DESIGNS, INC. AND/OR OWNER SHALL HAVE THE RIGHT TO MAKE CHANGES
DURING THE PROGRESS OF WORK WITHOUT VOIDING CONTRACTS. ALL CHANGES MUST BE MADE BY
WRITTEN CHANGE ORDER.
INDEX
21. EACH CONTRACTOR MUST COMPLY FULLY WITH OSHA REGULATIONS FOR CONSTRUCTION.
22. OWNER SHALL FURNISH TEMPORARY SANITARY FACILITIES, WATER, AND ELECTRICAL. GENERAL
CONTRACTOR SHALL MAINTAIN THE SAME TO BE IN GOOD WORKING ORDER.
ARCHITECTURAL
23. ALL PLUMBING, HVAC, AND ELECTRICAL WORK SHALL BE COMPLETED AS A "DESIGN/BUILD"
PROCESS. THESE CONTRACTORS SHALL PROVIDE ALL DESIGN DRAWINGS, CALCULATIONS, FEES,
ETC. TO SECURE ALL REQUIRED PERMITS. THEY SHALL BE RESPONSIBLE FOR ALL EQUIPMENT,
MATERIALS, LABOR, ETC. TO COMPLETE THEIR WORK AS SHOWN ON THEIR DRAWINGS AND AS
NOTED ON ARCHITECTURAL DRAWINGS. ALLOW FOR THE COST OF COORDINATION WITH OTHER
TRADES. ALL WORK SHALL MEET ALL STATE AND LOCAL CODES, ETC.
T1
A1
A2
A3
A4
TITLE SHEET, LOCATION MAP, SPECIFICATIONS, EXIST'G PROPOSED SITE PLAN
EXISTING/ PROPOSED 1ST FLOOR / SITE PLAN & SOUTH EXTERIOR ELEVATION
EXISTING/ PROPOSED LOWER LEVEL & 2ND FLOOR FLOOR PLANS & FRAMING PLANS
PROPOSED GARAGE FLOOR PLAN, BUILDING SECTION & EXTERIOR ELEVATIONS
EXISTING/ PROPOSED NORTH & EAST EXTERIOR ELEVATIONS & EAST TO WEST BUILDING SECTION
ARCHITECT
GENE EGGERT-ARCHITECT
DATE
13 MAY 2017
REVISIONS:
NOTE
THESE DRAWINGS AND DESIGN THEREIN ARE THE EXCLUSIVE
PROPERTY OF ARCHITECTURAL DESIGNS, INC.. ANY USE OR
REPRODUCTION WITHOUT THE EXPRESSED WRITTEN CONSENT
OF ARCHITECTURAL DESIGNS, INC. WILL RESULT IN LEGAL
ACTION ALL CONTRACTORS SHALL BE RESPONSIBLE FOR
MEETING STATE AND LOCAL CODES. IF ANY VARIATIONS
OCCUR FROM THE DRAWINGS THE CONTRACTOR SHALL NOTIFY
ARCHITECTURAL DESIGNS, INC.
CONSTRUCTION CLASSIFICATION
EXISTING/ PROPOSED SITE MAP
N
SCALE: NOT TO SCALE
SINGLE FAMILY RESIDENTIAL
T1
REVISIONS:
3
A4
3'-6 1/2"
6 1/2"
12'-8"
10'-0"
4 1/2"
3'-0" 1'-4 1/2"
6'-1 1/2"
GFI
7'-0"
12'-0"
27'-8"
4 1/2"
SS
12'-0"
3'-0" REARYARD SETBACK
42.5'
24'-0"
24X36DH ABV
16'-0"
OH
NEW 195 SF
CONCRETE
DRIVEWAY
3'-0"
1
A1
121.85'
4 1/2" 1'-1 1/2"
4 1/2" 1'-1 1/2"
7'-0"
OH
3
A3
12'-0"
8'-0" CLG HGT
CONC FLOOR
NEW 16'-0" X 7'-0" OH DR
10'-0" ATTIC ABV
24X36DH ABV
NEW 2-CAR GARAGE
5
A3
4 1/2"
4 1/2"
7'-3" +-
EXISTING/ PROPOSED SITE PLAN & 1ST FLR PLAN
1,091 SF EXISTING 1ST FLR RESIDENCE, 267 SF EXISTING GARAGE
1,091 SF EXISTING 1ST FLR, 498SF NEW 1ST FLR ADDITION, 78SF NEW PORCH/STEPS ADDITION & 576SF NEW GARAGE ADDITION
SCALE: 1/4" = 1'-0"
CONTINUOUS RIDGE VENT
DIMENSIONAL SHINGLES (TYP)
12
6 1/2
ELECTRICAL SYMBOLS
3'-4"
NEW INTERIOR LED SURFACE MOUNTED LIGHT
FIXTURE (TYP)
NEW INTERIOR CEILING FAN W/ LED LIGHT
FIXTURE (TYP)
2'-0"
EXTERIOR TRIM TO
MATCH EXISTING (TYP)
STUCCO FINISH TO
MATCH EXISTING (TYP)
NEW INTERIOR LED SURFACE MOUNTED LIGHT
FIXTURE REPLICATING A RECESSED CAN (TYP)
D D
NEW 3-WAY DIMMER LIGHT SWITCH (TYP)
NEW 4-WAY DIMMER LIGHT SWITCH (TYP)
2'-0"
5'-0"
SHEET TITLE
2'-0"
EXISTING/
PROPOSED 1ST FLR
SITE PLAN &
SOUTH EXTERIOR
ELEVATION
LP SMART SIDING &
TRIM TO MATCH
EXISTING COLORS (TYP)
DRAWN
GE
CHECKED
GE
3'-0"
NEW DIMMER LIGHT SWITCH (TYP)
6'-11" FLR TO CLG HGT
7'-8 1/2" FLR TO FLR HGT
S
NEW 3-WAY LIGHT SWITCH (TYP)
D
3
4
S
3
NEW EXTERIOR WALL MOUNTED LED SCONCE
LIGHT (TYP)
NEW INTERIOR WALL MOUNTED LED SCONCE
LIGHT (TYP)
NEW SINGLE-POLE LIGHT SWITCH (TYP)
4'-0"
NEW EXHAUST FAN W/ LED LIGHT FIXTURE
VENTED TO EXTERIOR (TYP)
NEW EXTERIOR WALL MOUNTED LED FLOOD
LIGHT (TYP)
PRE-MANUFACTUERED RAILING,
POST & SPINDLE SYSTEM (TYP)
BRICK ACCENT TO
MATCH EXIST'G (TYP)
NEW INTERIOR WATERPROOF LED SURFACE
MOUNTED LIGHT FIXTURE REPLICATING A
W.P. RECESSED CAN (TYP)
NEW EXTERIOR LED LIGHT POST AS SELECTED &
LOCATED BY OWNER (TYP)
BUILDING RENOVATION
FLR4
NEW MANTLE 4-PLEX ELECTRICAL OUTLET @60"
AFF (TYP)
NEW FLUSH MOUNT DUPLEX ELECTRICAL FLOOR
OUTLET (TYP)
NEW FLUSH MOUNT 4-PLEX ELECTRICAL FLOOR
OUTLET (TYP)
18'-0"
FLR
DATE
4'-0"
NEW 220V ELECTRICAL OUTLET @ 40" AFF (TYP)
3'-0"
NEW 4-PLEX ELECTRICAL OUTLET @ 40" AFF (TYP)
M4
4'-6"
NEW 4-PLEX ELECTRICAL OUTLET @ 18" AFF (TYP)
6'-6 3/4"
4
C4
220V/C
CONTINUOUS RIDGE VENT
DIMENSIONAL SHINGLES (TYP)
8'-7" FLR TO CLG HGT
NEW WATERPROOF EXTERIOR GFI DUPLEX
ELECTRICAL OUTLET @ 18"AFF (TYP)
NEW/EXIST'G OH DOOR DUPLEX ELECTRICAL
OUTLET @ CEILING (TYP)
9'-4 1/2" FLR TO FLR HGT
OH
NEW DUPLEX ELECTRICAL OUTLET @ 40"AFF (TYP)
26'-7" EXIST'G BLDG HGT
GFI
2'-0"
8'-6" CLG HGT
NEW DUPLEX ELECTRICAL OUTLET @ 18"AFF (TYP)
C
ALLEY
(2)30X84FRENCH
GFI
GFI
7 NOVEMBER 2016
JOB NO.
2016.35
NOTE
THESE DRAWINGS AND DESIGN THEREIN ARE THE EXCLUSIVE
PROPERTY OF ARCHITECTURAL DESIGNS, INC.. ANY USE OR
REPRODUCTION WITHOUT THE EXPRESSED WRITTEN CONSENT
OF ARCHITECTURAL DESIGNS, INC. WILL RESULT IN LEGAL
ACTION ALL CONTRACTORS SHALL BE RESPONSIBLE FOR
MEETING STATE AND LOCAL CODES. IF ANY VARIATIONS
OCCUR FROM THE DRAWINGS THE CONTRACTOR SHALL NOTIFY
ARCHITECTURAL DESIGNS, INC.
4066 N. STOWELL AVE.
VILLAGE OF SHOREWOOD, WI 53211
ARCHITECTURAL DESIGNS, INC. 7429 Roosevelt Rd. Town of Erin, WI 53027 p. 262-966-1055 e:[email protected]
34%
3'-7 1/2" 4 1/2"
L&K GARFINKEL RESIDENCE
AVAILABLE BUILDABLE AREA: 1,749 SQUARE FEET
31X20AWNG
31X64CSMT
2'-0" 6 1/2"
NEW 16'-0" X 7'-0" OH DR
36X80
4'-0" GRASS
8'-0" CONC DRIVE
3'-0" SIDEYARD SETBACK
74%
-40%
'
16'-0"
42.5'
RAD
3,820 SQUARE FEET
-2,071 SQUARE FEET
36X80
DN
12'-0"
3
AVAILABLE AREA:
REQUIRED GREEN AREA:
1
A3
4'-7"
D
4
SS D
100%
-26%
°0
EXIST'G
CONCRETE
DRIVEWAY
N
5,178 SQUARE FEET
-1,358 SQUARE FEET
60
18'-0"
EXISTING/PROPOSED LOT COVERAGE
EXISTING LOT SIZE:
EXISTING RESIDENCE:
1'-9"
4'-0"
48X48SLDR
17'-5"
C
DN 7"
RAMP DOWN
4" 1'-6"
1
A4
6 1/2"
3
C
220V/C
C
8'-7" CLG HGT
HDWD FLRG
BOOT/COAT
CUBBIE
BELOW 1ST
FLR (TYP)
FLAT SCREEN
8'-0"
48X48SLDR
GFI
NEW 732 SF
CONCRETE
DRIVEWAY/PATIO
(3)31X20AWNG
(3)31X64CSMT
32X80
C
27'-8" EXIST'G WIDTH
3'-6"
C
S
NEW FAMILY RM
4'-0"
GFI
DN 8"
S
25'-0" FRONT YARD SETBACK
4 1/2" 3'-7 1/2"
NEW 6X6 WD
POST (TYP)
FLR
NEW (2) 1 3/4" X 16" LVL BEAM ABV (TYP)
2
A3
24'-0"
S
8'-7" CLG HGT
HDWD FLRG
2
A4
CE
DINING RM
AN
2X8 FLR JST ABV
@ 16" O.C. (TYP)
8'-7" CLG HGT
Q. TILE FLR
AR
SUN ROOM
4
A3
LE
S
NEW 6X6 WD
POST (TYP)
4
3
"C
8'-7" CLG HGT
HDWD FLR
8'-7" CLG HGT
HDWD FLRG
2X10 FLR JST ABV
@ 16" O.C. W/ JST
HGRS (TYP)
DN 9"
DN (6)R@6 3/4"EA
DN (8)R@7"EA W/
W/ 8" TREADS11" TREADS
LIVING ROOM
NEW BREAKFAST AREA
DS
DN 6 3/4"
2X8 FLR JST ABV
@ 16" O.C. (TYP)
DN (7)R @ 8 1/2' EA
W/ 16" TREADS (TYP)
'-0
DW
3
3
4
N. STOWELL AVE
8'-7" CLG HGT
HDWD FLRG
2X10 FLR JST ABV
@ 12" O.C. W/ JST
HGRS (TYP)
S
3
NEW KITCHEN
29 NOVEMBER 2016
8 APRIL 2017
19 APRIL 2017
13 MAY 2017
10
3'-6"
REFRIG
RAD
SS
8'-0"
S
DN
NEW (2) 1 3/4" X 16" LVL BEAM ABV (TYP)
0
X8
18
UP (8)R@6 3/4"EA
W/ 8" TREADS
2X8 FLR JST ABV
@ 16" O.C. (TYP)
(3)24X30CSMT
C
S
5'-0"
S
(5) SHLV'S
6 1/2"
5'-0"
GFI
24X18AWNG
LANDING
LANDING
FOYER
DN 5"
8'-7" CLG HGT
Q. TILE FLR
9'-0" CLG HGT
CONC FLR
DN (4)R @ 8' EA
W/ 12" TREADS
COVERED PORCH
DN (3)R @ 8' EA
W/ 12" TREADS
COMPOSITE DECKING
8'-6"
NEW 6X6 WD
POST (TYP)
3'-6"
121.85'
1'-5 1/8" 2 1/4" 4'-8 3/4" 2 1/4"
(2)SH
UP 6 3/4"
NEW 78SF DECK/STAIRS
10'-0"
2'-10 1/4"
8'-7" CLG HGT
C-TILE FLRG
GFI
8'-7" CLG HGT
HDWD FLRG
NEW PWDR RM
1'-9"
NEW PANTRY
17'-5"
3'-0" SIDEYARD SETBACK
18'-0" NEW
SHEET
1
A1
EXISTING / PROPOSED SOUTH EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
A1
OF
REVISIONS:
NOTE
THESE DRAWINGS AND DESIGN THEREIN ARE THE EXCLUSIVE
PROPERTY OF ARCHITECTURAL DESIGNS, INC.. ANY USE OR
REPRODUCTION WITHOUT THE EXPRESSED WRITTEN CONSENT
OF ARCHITECTURAL DESIGNS, INC. WILL RESULT IN LEGAL
ACTION ALL CONTRACTORS SHALL BE RESPONSIBLE FOR
MEETING STATE AND LOCAL CODES. IF ANY VARIATIONS
OCCUR FROM THE DRAWINGS THE CONTRACTOR SHALL NOTIFY
ARCHITECTURAL DESIGNS, INC.
3
A4
2'-0"
96X84SLDR
15'-0"
2'-0"
4'-0"
27'-8"
1
A4
4'-0"
2'-0"
SCALE: 1/4" = 1'-0"
10"
6 1/2"
C
C
C
L&K GARFINKEL RESIDENCE
(2)2X10 HDR
BUILDING RENOVATION
4 1/2"
13'-10"
5'-8 1/2"
27'-8"
2X10 RIM JOIST (TYP)
8"
3'-3" 11 3/4" 8"
1'-5 3/4"
5'-7 3/4"
4 1/2"
DRAWN
11'-11 3/4"
GE
CHECKED
1
A1
GE
DATE
8" 8 1/2"
7 NOVEMBER 2016
1
A1
N
SHEET TITLE
EXISTING/
PROPOSED LOWER
LEVEL & 2ND
FLOOR PLANS &
FRAMING PLANS
(2)2X10 HDR
2X10 RIM JOIST (TYP)
10"
8 1/2"
D D
NEW 3-WAY DIMMER LIGHT SWITCH (TYP)
NEW 4-WAY DIMMER LIGHT SWITCH (TYP)
8'-5 1/2"
8"
NEW DIMMER LIGHT SWITCH (TYP)
8'-0" CONC DRIVE
S
NEW 3-WAY LIGHT SWITCH (TYP)
D
3
4
S
3
NEW EXTERIOR WALL MOUNTED LED SCONCE
LIGHT (TYP)
NEW INTERIOR WALL MOUNTED LED SCONCE
LIGHT (TYP)
NEW SINGLE-POLE LIGHT SWITCH (TYP)
(2)2X10 HDR
4 1/2"
8'-8 1/2"
NEW EXTERIOR WALL MOUNTED LED FLOOD
LIGHT (TYP)
4 1/2"
3
A3
16'-3"
36X80
5'-7 3/4"
UNEXCAVATED
EXIST'G
CONCRETE
DRIVEWAY
NEW EXTERIOR LED LIGHT POST AS SELECTED &
LOCATED BY OWNER (TYP)
33X24AWNG
4'-0" GRASS
NEW EXHAUST FAN W/ LED LIGHT FIXTURE
VENTED TO EXTERIOR (TYP)
3'-7"
OPEN TO
BELOW
1
A3
C
NEW INTERIOR WATERPROOF LED SURFACE
MOUNTED LIGHT FIXTURE REPLICATING A
W.P. RECESSED CAN (TYP)
DN 7"
NEW INTERIOR LED SURFACE MOUNTED LIGHT
FIXTURE REPLICATING A RECESSED CAN (TYP)
6 1/2"
24'-0"
WTR
HTR
NEW INTERIOR CEILING FAN W/ LED LIGHT
FIXTURE (TYP)
16'-3"
6'-11" CLG HGT
CONC SLAB
(2)2X10 HDR
8'-5 1/2"
BOILER
STORAGE RM
10"
6'-11" CLG HGT
CONC SLAB
5'-7"
NEW INTERIOR LED SURFACE MOUNTED LIGHT
FIXTURE (TYP)
MECH/STORAGE RM
1
A4
8"
2X10 FLR JST ABV
@ 16" O.C. (TYP)
NEW MANTLE 4-PLEX ELECTRICAL OUTLET @60"
AFF (TYP)
NEW FLUSH MOUNT DUPLEX ELECTRICAL FLOOR
OUTLET (TYP)
NEW FLUSH MOUNT 4-PLEX ELECTRICAL FLOOR
OUTLET (TYP)
2X10 FLR JST ABV
@ 16" O.C. (TYP)
M4
FLR
FLR4
2X8 FLR JST ABV
@ 16" O.C. (TYP)
NEW 220V ELECTRICAL OUTLET @ 40" AFF (TYP)
1
A4
33X24AWNG
4'-6 1/2"
7'-6" CLG HGT
CONC SLAB
6 1/2"
NEW 4-PLEX ELECTRICAL OUTLET @ 40" AFF (TYP)
NEW 3 1/2" STD
NEW BASEMENT STL PIPE COL (TYP)
4 1/2"
NEW 4-PLEX ELECTRICAL OUTLET @ 18" AFF (TYP)
NEW STL I-BEAM ABV (TYP)
4 1/2"
UP (8)R@7"EA
W/ 11" TREADS
4
3'-7"
27'-8"
NEWUNEXCAVATED
DUPLEX ELECTRICAL OUTLET @ 40"AFF (TYP)
NEW WATERPROOF EXTERIOR GFI DUPLEX
ELECTRICAL OUTLET @ 18"AFF (TYP)
NEW/EXIST'G OH DOOR DUPLEX ELECTRICAL
OUTLET @ CEILING (TYP)
C4
220V/C
8"
2
A4
5'-7"
S
REMOVE
EXIST'G
WD DECK
C
NEW DUPLEX ELECTRICAL OUTLET @ 18"AFF (TYP)
OH
2
A3
24'-0"
DN 7"
C
4
A3
17'-5"
13'-10"
13'-0"
REMOVE
EXIST'G
FLR DRAIN
REFRIG
2
A4
2X10 FLR JST ABV
@ 16" O.C. (TYP)
6'-11" CLG HGT
CONC SLAB
2X10 FLR JST ABV
@ 16" O.C. (TYP)
LAUNDRY RM
24'-0"
C
220V/C
6 1/2"
NEW
SUMP
CROCK
ELECTRICAL SYMBOLS
GFI
3
A4
2'-0"
2X10 RIM JOIST (TYP)
WASH
100AMP
PANEL
UP (7)R@6 3/4"EA
W/ 8" TREADS
2X8 FLR JST ABV
@ 16" O.C. (TYP)
6'-11" CLG HGT
CONC SLAB
SCALE: 1/4" = 1'-0"
18'-0"
5
A3
2'-0"
10"
DRYER
DRYER
PROPOSED 2ND FLR FRMG PLAN
18'-0"
WASH
LANDING
STORAGE RM
2'-0"
EXISTING/ PROPOSED 2ND FLOOR PLAN
2'-0"
18'-0"
2'-0"
N
17'-2"
2X8 TREATED RIM JOIST (TYP)
4'-0"
1
A1
1
A1
839 SF EXISTING 2ND FLR, 430SF NEW 2ND FLR ADDITION, 101SF NEW 2ND FLR C. PORCH
2X8 TREATED RIM JOIST (TYP)
(2)2X10 HDR
IN RIM JST
2X10 RIM JOIST (TYP)
6'-0"
13'-5 1/2"
3
A4
1
A4
4066 N. STOWELL AVE.
VILLAGE OF SHOREWOOD, WI 53211
ARCHITECTURAL DESIGNS, INC. 7429 Roosevelt Rd. Town of Erin, WI 53027 p. 262-966-1055 e:[email protected]
30X53DH
2'-0" 6 1/2"
3
A3
2'-0" 6 1/2"
30X53DH
2'-0"
(3)2X10 HDR IN RIM JST
GFI
1
A3
2X8 T. DECK JST
@ 12" O.C. W/ JST
HGRS (TYP)
(2) 2X10 FLR JST
12'-8"
S
S
S
8'-6" CLG HGT
HDWD FLRG
BEDROOM #3
W.P.
RAD
N
2X10 FLR JST ABV
@ 16" O.C. (TYP)
7'-6" CLG HGT
MEMBRANE RFG
3
2
A4
W.P.
C.PORCH
2X8 FLR JST ABV
@ 16" O.C. (TYP)
8'-6" CLG HGT
HDWD FLR
BEDROOM #2
8'-6" CLG HGT
HDWD FLRG
2'-0"
(2)2X12 HDR
2'-9"
29X42DH
4'-5 1/2"
27'-8"
S
NEW MASTER BEDROOM
2
A3
(2) 2X10 RIM JST
6 1/2"
3'-5"
BATHRM
8'-6" CLG HGT
C-TILE FLRG
4
A3
2'-0"
2
A4
6 1/2"
S
5'-3"
S S
NEW (2) 1 3/4" X 9 1/4"
LVL BEAM ABV (TYP)
3'-4"
3
3
HALLWAY
8'-6" CLG HGT
HDWD FLRG
NEW 6X6 WD
POST (TYP)
32X80
16'-2 1/2"
5 1/2"
8'-6" CLG HGT
C-TILE FLRG
(3)2X12 HDR
C
3
RAD
RAD
RAD
NEW MSTR BATHRM
30X80 PKT
2X10 RIM JOIST (TYP)
2X10 FLR JST ABV
@ 12" O.C. (TYP)
30X80 PKT
W.P.
4X6
STEAM
SHWR
S
SS
DN (6)R@6 3/4"EA
W/ 8" TREADS
8'-6" CLG HGT
HDWD FLR
BEDROOM #1
2X8 FLR JST ABV
@ 16" O.C. (TYP)
S
29X42DH
C
8'-6" CLG HGT
HDWD FLRG
6'-0"
NEW WALK-IN CLST
8'-6" CLG HGT
HDWD FLRG
18'-0" NEW
2X10 RIM JOIST (TYP)
10'-10 1/2"
S
LANDING
NEW WALK-IN CLST
17'-5"
(2) 2X10 FLR JST
6 1/2"
7'-7 3/4"
2'-0"
4 1/2" 3'-7 1/2" 4 1/2"
2'-7" 6 1/2" 2'-0"
6'-11"
4 1/2"
10'-8"
18'-0" NEW
7'-1 3/4"
29 NOVEMBER 2016
8 APRIL 2017
19 APRIL 2017
13 MAY 2017
3
A4
EXISTING/ PROPOSED LOWER LEVEL FLOOR PLAN
SCALE: 1/4" = 1'-0"
8"
8"
24'-0"
5
A3
N
PROPOSED 1ST FLR FRMG PLAN
SCALE: 1/4" = 1'-0"
JOB NO.
2016.35
SHEET
A2
OF
REVISIONS:
NOTE
THESE DRAWINGS AND DESIGN THEREIN ARE THE EXCLUSIVE
PROPERTY OF ARCHITECTURAL DESIGNS, INC.. ANY USE OR
REPRODUCTION WITHOUT THE EXPRESSED WRITTEN CONSENT
OF ARCHITECTURAL DESIGNS, INC. WILL RESULT IN LEGAL
ACTION ALL CONTRACTORS SHALL BE RESPONSIBLE FOR
MEETING STATE AND LOCAL CODES. IF ANY VARIATIONS
OCCUR FROM THE DRAWINGS THE CONTRACTOR SHALL NOTIFY
ARCHITECTURAL DESIGNS, INC.
12
2'-0"
2'-0"
6'-0"
1'-6 1/2"
3/4" T&G OSB DECKING (TYP)
LP SMART SIDING
BUILDING WRAP
7/16" OSB SHEATHING
2X4 STUD WALL @ 16" O.C. (TYP)
2'-0"
18'-0" BLDG HGT
1'-6 1/2"
2'-0"
8
5'-0"
2'-0"
2'-0"
8'-0"
6'-0"
18'-0" BLDG HGT
12
8
5'-0"
2X8 SUB-FASCIA
FASCIA & SOFFIT TO MATCH
EXIST'G (TYP)
7'-0"
2X MFGR'D ROOF/ATTIC
TRUSSES @ 24" O.C. (TYP)
8
18'-0" BLDG HGT
CONTINUOUS RIDGE VENT (TYP)
DIMENSIONAL SHINGLES
15# BLDG FELT
7/16" OSB SHEATHING W/ CLIPS (TYP)
12
MIN 1/2" DIA. ANCHOR BOLTS 7"
DEEP INTO CONCRETE W/ MAX
SPACING @ 6'-0" O.C. & WITHIN
18" OF WALL CORNERS (TYP)
FRONT EXTERIOR ELEVATION
1
2
A3
4'-0"
12'-0"
12'-0"
TYPICAL WALL SECTION
12'-0"
REAR EXTERIOR ELEVATION
3
A1
SCALE: 1/4" = 1'-0"
4'-0"
4"
8" CONC. BLK WALL ON CONT
16"X8" CONC FTG W/ (2) 1/2"
DIA STL REBAR (TYP)
12'-0"
A3
SCALE: 1/4" = 1'-0"
3
A3
SCALE: 1/4" = 1'-0"
2'-0"
2'-0"
24'-0"
12'-0"
7'-0"
16'-0"
CHOSEN
WALL
BRACING
METHOD
4'-0"
4 1/2"
4
12'-0"
LEFT EXTERIOR ELEVATION
A3
SCALE: 1/4" = 1'-0"
8'-6" CLG HGT
CONC FLOOR
5
A3
7'-0"
NEW 16'-0" X 7'-0" OH DR
24X36DH ABV
3'-0"
4 1/2"
1'-9"
16'-0"
2'-0"
18'-0" BLDG HGT
4'-0" (CS-WSP)
36X80
DN
4'-0"
10'-0" ATTIC ABV
48X48SLDR
4'-0" (CS-WSP)
4 1/2"
24'-0"
NEW 2-CAR GARAGE
7'-0"
2'-0"
4 1/2"
4
A3
8'-0"
2
A3
1'-1 1/2" 4 1/2"
SHEET TITLE
PROPOSED GARAGE
FLOOR PLAN,
BUILDING SECTION
& EXTERIOR
ELEVATIONS
DRAWN
1'-4 1/2"
12'-0"
L&K GARFINKEL RESIDENCE
12'-0"
BUILDING RENOVATION
4'-0" (CS-WSP)
4'-0" (CS-WSP)
4'-0"
NEW 16'-0" X 7'-0" OH DR
48X48SLDR
4 1/2"
1'-1 1/2" 4 1/2"
24X36DH ABV
4'-0"
12'-0"
6'-1 1/2"
4'-0" (CS-WSP)
4 1/2"
4066 N. STOWELL AVE.
VILLAGE OF SHOREWOOD, WI 53211
ARCHITECTURAL DESIGNS, INC. 7429 Roosevelt Rd. Town of Erin, WI 53027 p. 262-966-1055 e:[email protected]
12'-0"
18'-0" BLDG HGT
12'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4"
2X4 TREATED SILL PLATE
(TYP)
4" CONC SLAB W/ 6X6 WWM
PITCHED TO OH DR (TYP)
GE
12'-0"
CHECKED
GE
1
A3
DATE
13 MAY 2017
4'-0"
4'-0"
JOB NO.
PROPOSED GARAGE PLAN
12'-0"
SCALE: 1/4" = 1'-0"
5
CHOSEN WALL BRACING @ GARAGE DOOR WALLS
A3
2016.35
SHEET
12'-0"
A3
RIGHT EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
OF
REVISIONS:
NOTE
THESE DRAWINGS AND DESIGN THEREIN ARE THE EXCLUSIVE
PROPERTY OF ARCHITECTURAL DESIGNS, INC.. ANY USE OR
REPRODUCTION WITHOUT THE EXPRESSED WRITTEN CONSENT
OF ARCHITECTURAL DESIGNS, INC. WILL RESULT IN LEGAL
ACTION ALL CONTRACTORS SHALL BE RESPONSIBLE FOR
MEETING STATE AND LOCAL CODES. IF ANY VARIATIONS
OCCUR FROM THE DRAWINGS THE CONTRACTOR SHALL NOTIFY
ARCHITECTURAL DESIGNS, INC.
DIMENSIONAL SHINGLES
ICE & WATER SHIELD @ EAVES & VALLEYS
15# BUILDING FELT
1/2" OSB ROOF SHEATHING W/ H-CLIPS
2X6 RAFTERS @ 16" O.C.
R-38 BATT INSULATION
6 MIL VAPOR BARRIER
5/8" DRYWALL (TYP)
DIMENSIONAL SHINGLES
ICE & WATER SHIELD @ EAVES & VALLEYS
15# BUILDING FELT
1/2" OSB ROOF SHEATHING W/ H-CLIPS
MFGR'D ROOF TRUSSES @ 24" O.C.
R-38 BATT INSULATION
6 MIL VAPOR BARRIER
5/8" DRYWALL (TYP)
CONTINUOUS RIDGE VENT
DIMENSIONAL SHINGLES (TYP)
12
PRE-FINISHED GUTTERS &
DOWNSPOUTS
PREFINISHED ALUM DRIP EDGE
1X FASCIA & TRIM TO MATCH EXIST'G
2X8 SUB FACSIA (TYP)
8'-6" FLR TO CLG
8'-3 1/4" FLR TO FLR
4X4 TREATED WD POST
ANCHORED TO 12" DIA X 48"
CONC PIER W/ "SIMPSON"
POST ANCHOR BOLTS (TYP)
EXISTING / PROPOSED EAST EXTERIOR ELEVATION
3
A4
SCALE: 1/4" = 1'-0"
EXISTING FLRG SYSTEM TO
REMAIN (TYP)
FINISHED FLOORING
3/4" OSB SHEATHING GLUED & SCREWED
2X10 D.F. FLR JST @ 16" O.C.
R-19 BATT INSULATION
1/2" DRYWALL
STL I-BEAM SIZED BY STRUCT ENG. (TYP)
1/2" DIA ANCHOR BOLTS @
6'-0" O.C. GROUTED SOLID
2X6 TREATED SILL PLATE
FOAM SILL SEALER (TYP)
EXIST'G STUD WALL TO
REMAIN (TYP)
EXISTING FLRG SYSTEM TO
REMAIN (TYP)
BEAM POCKET (TYP)
EXIST'G MASONRY
FOUND TO REMAIN (TYP)
3" CONC CAP
8" CONC BLK
8"X12" CONT CONC FTG
W/ (2) #5 REBAR (TYP)
EXIST'G CONC SLAB
TO REMAIN (TYP)
7"
3" CONC SLAB
2" RIGID FOAM INSULATION
6 MIL VAPOR BARRIER
6" COMPACTED GRAVEL (TYP)
18'-0"
REMOVE EXIST'G
STUCCO EXTERIOR TO
ACCOM NEW
CONSTRUCTION (TYP)
EXISTING / PROPOSED EAST TO WEST BUILDING SECTION
SCALE: 1/4" = 1'-0"
CONTINUOUS RIDGE VENT
DIMENSIONAL SHINGLES (TYP)
12
12
EXTERIOR TRIM TO
MATCH EXISTING (TYP)
5'-0"
3'-0"
4'-6"
DRAWN
GE
CHECKED
4'-0"
7'-8 1/2" FLR TO FLR HGT
3'-0"
BRICK ACCENT TO
MATCH EXIST'G (TYP)
4'-0"
SHEET TITLE
EXISTING/
PROPOSED NORTH
& EAST EXTERIOR
ELEVATIONS &
EAST TO WEST
BUILDING SECTION
STUCCO FINISH TO
MATCH EXISTING (TYP)
6'-11" FLR TO CLG HGT
2'-0"
LP SMART SIDING &
TRIM TO MATCH
EXISTING COLORS (TYP)
8'-7" FLR TO CLG HGT
5'-0"
18'-0"
PRE-MANUFACTUERED RAILING,
POST & SPINDLE SYSTEM (TYP)
2'-0"
9'-4 1/2" FLR TO FLR HGT
3'-4"
2'-0"
BUILDING RENOVATION
8'-6" CLG HGT
2'-0"
CONTINUOUS RIDGE VENT
DIMENSIONAL SHINGLES (TYP)
L&K GARFINKEL RESIDENCE
6 1/2
26'-7" EXIST'G BLDG HGT
6 1/2
7'-0"
1
A4
8' CONC BLK FOUNDATION W/
3/8" BACKPLASTER
ASPHALT DAMPROOFING
2" RIGID FOAM INSULATION
8"X16" CONT CONC FTG W/
(2) #5 REBAR (TYP)
4'-6"
4'-6"
27'-8"
4'-0"
3" CONC SLAB W/ W.W.M.
6" MIN. COMPACTED GRAVEL
BACKFILL W/ CRUSHED
GRAVEL (TYP)
NEW (2) 1 3/4"X16" LVL
BEAM TO ACCOM NEW
CONSTRUCTION (TYP)
4066 N. STOWELL AVE.
VILLAGE OF SHOREWOOD, WI 53211
ARCHITECTURAL DESIGNS, INC. 7429 Roosevelt Rd. Town of Erin, WI 53027 p. 262-966-1055 e:[email protected]
BRICK ACCENT TO
MATCH EXIST'G (TYP)
5'-0"
EXIST'G STUD WALL TO
REMAIN (TYP)
FINISHED FLOORING
3/4" OSB SHEATHING GLUED
& SCREWED
2X10 D.F. FLR JST @ 12" O.C.
R-19 BATT INSULATION
1/2" DRYWALL (TYP)
9'-4 3/4" FLR TO FLR
STUCCO FINISH TO MATCH EXIST'G
DIAMOND MESH
RAIN SCREEN DRAINAGE SYSTEM
15# BLDG FELT
7/16" OSB SHEATHING
2X6 STUD WALL @ 16" O.C.
R-19 BATT INSULATION
4 MIL VAPOR BARRIER
1/2" DRYWALL (TYP)
3'-4"
PRE-MANUFACTUERED RAILING,
POST & SPINDLE SYSTEM (TYP)
6'-6 3/4"
2'-0"
PRE-MANUFACTUERED RAILING,
POST & SPINDLE SYSTEM
COMPOSITE DECKING
2X8 TREATED DECK JOIST @ 12" O.C.
(2) 2X10 TREATED DECK BEAM
ANCHORED TO WD POSTS W/
"SIMPSON" STRAPS (TYP)
EXIST'G ROOF/CEILING
STRUCT TO REMAIN (TYP)
REMOVE EXIST'G
SOFFIT/OVERHANG TO ACCOM
NEW CONSTRUCTION (TYP)
7'-0" FLR TO CLG
STUCCO FINISH TO
MATCH EXISTING (TYP)
3'-4"
STUCCO FINISH TO MATCH EXIST'G
DIAMOND MESH
RAIN SCREEN DRAINAGE SYSTEM
15# BLDG FELT
7/16" OSB SHEATHING
2X6 STUD WALL @ 16" O.C.
R-19 BATT INSULATION
4 MIL VAPOR BARRIER
1/2" DRYWALL (TYP)
EXTERIOR TRIM TO
MATCH EXISTING (TYP)
9'-4 3/4" FLR TO FLR
PRE-MANUFACTUERED RAILING,
POST & SPINDLE SYSTEM (TYP)
3'-4"
2'-0"
PRE-MANUFACTUERED RAILING,
POST & SPINDLE SYSTEM
COMPOSITE DECKING
2X8 TREATED DECK JOIST @ 12" O.C.
(2) 2X10 TREATED DECK BEAM
ANCHORED TO WD POSTS W/
"SIMPSON" STRAPS (TYP)
8'-6" FLR TO CLG
2'-0"
7'-5 1/4" FLR TO CLG
16'-9"
2'-0"
8'-6" FLR TO CLG
REMOVE EXIST'G
SHINGLE ROOF TO
ACCOM NEW
CONSTRUCTION (TYP)
12
6 1/2
8'-7 1/2" FLR TO CLG
6 1/2
GE
DATE
13 MAY 2017
JOB NO.
2016.35
SHEET
2
A4
EXISTING / PROPOSED NORTH EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
A4
OF