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CITY OF ALAMO HEIGHTS
COMMUNITY DEVELOPMENT SERVICES DEPARTMENT
CITY COUNCIL AGENDA MEMORANDUM
TO: Mayor and City Council Members
FROM: Lety Hernandez, Director of Community Development Services
SUBJECT: Case No. 896 F – 259 Montclair Ave
Request of Daniel Long of Chesney Morales, applicant, representing Christopher Walker,
owner, for the significance review of the existing main structure and compatibility review
of the proposed design located at 259 Montclair Ave in order to demolish 100% of the
existing residence with accessory structure(s) and construct a new single-family residence
with detached garage under Demolition Review Ordinance No. 1860 (April 12, 2010).
DATE: June 12, 2023
BACKGROUND INFORMATION
The property is zoned 2F-C (Two-Family Dwelling District) and is located on the north side of
Montclair Ave at the intersection of Kokomo St. The applicant is seeking to demolish 100% of
the existing single-family residence with accessory structures and construct a new single-family
residence with detached 2-story accessory structure.
POLICY ANALYSIS
Impervious Coverage Existing Proposed
Lot Area 7,108 7,108
Main Structure Footprint 2,043 1,941
Garage Footprint 595 586
Driveway/Walkways 226 230
Other Flatwork 320 841
Swimming Pool 543
Impervious Coverage 3,184 4,141
Total Imp. Cover (Max 65%) 44.8% 58.3%
The Lot Coverage and FAR calculations do not apply to the 2F-C zoning district. Staff has
included them only for comparison purposes.
Lot Coverage / Floor Area Ratio Existing Proposed
Lot Area 7,108 7,108
Main House 1st
Floor* 1,427 1,634
Main House 2nd
Floor 0 1,773
Main House – Loft
Garage/Carport – 1st
Floor* 595 585
Garage – 2nd
Floor 0 386
Front Porch* 243 58
Side Porch*
Rear Porch* 137 249
Shed* 65 0
Other* 171 0
Total Square Footage 2,638 sq ft 4,685 sq ft
Lot Coverage* (max 40% allowed) 2,638 sq ft / 37% 2,526 sq ft / 36%
FAR (max .47 with bonus) 2,258 sq ft / .32 4,378 sq ft / .62
Bonuses Utilized
+2 – Side/Alley access to parking
 Main Structure
o Height – 28ft 9½ inches (max 35ft allowed but not to exceed 2-½ stories)
o Siding – Combination of Painted Composite Siding and Trim with Painted Brick
o Roof – Standing Seam Metal
 Accessory Structure
o Height – 24ft ½-inch (max 25ft allowed)
o Siding – Painted Composite Siding and Trim
o Roof – Standing Seam Metal
 Chapter 5 – Buildings and Building Regulation, Article IX. – Demolition
Demolition shall mean any intentional or unintentional act of dismantling, pulling down,
destroying, removing, razing or moving a structure or any structural portion thereof, or
commencing the work of moving or of total or substantial destruction of a structure or portion
thereof. For the purposes of demolition review as described in article IX, demolition is defined
quantitatively as:
(1) Removal or encapsulation of more than twenty-five (25) percent of the framed structure of
exterior walls facing public streets, or a street-facing elevation if the tract of land is
landlocked; or,
(2) Removal or encapsulation of more than fifty (50) percent of the framed structure of all
exterior walls and/or roofs.
Exception: Minor repair and routine maintenance.
Significant structure shall mean any structure or portion thereof that in whole or in part meets one
(1) or more criteria in section 5-134(h), and has been so determined by the city council.
Section 5-134(h): The architectural review board shall consider the following criteria when
determining the significance, as defined in this chapter, of existing structures:
(1) Was the structure designed by a noted architect?
(2) Has the structure been listed as having historic significance by any local, regional,
state or historic agency or society?
(3) Does the structure exhibit characteristics of a distinct architectural style?
(4) Does the structure belong to a distinctive set of buildings, such as a single structure
belonging to a row of similar structures?
(5) Is the structure a significant part of the fabric of the community due to its age, unique
architecture, historical significance or physical placement?
Compatibility shall mean harmony with the existing neighborhood, site configurations,
development patterns, and the character of the development envelope found within the adjacent
and immediate block area, as demonstrated in the demolition review application, including roof
pitch, scale, massing, garage and driveway location and setbacks. Adjacent and immediate block
area shall include but not be limited to all properties along:
(1) The specific block where the project is proposed;
(2) The block to each side of the project's block; and
(3) The blocks directly across the street of the three (3) blocks identified above.
Block shall mean a length of street right-of-way along one (1) side of the street from one (1)
intersection to the next adjoining intersection.
The Architectural Review Board considered the request at the regular meeting of May 16, 2023.
The board voted unanimously to declare the existing main structure as not significant and
recommended approval of the demolition as requested and proposed design as compatible.
FISCAL IMPACT
No projected fiscal impact from this project has been calculated.
ATTACHMENTS
Attachment A – Web Packet
Attachment B – Response Cards
__________________________
Lety Hernandez
Director
___________________________
Buddy Kuhn
City Manager
CITY OF ALAMO HEIGHTS
COMMUNITY DEVELOPMENT SERVICES DEPARTMENT
6116 BROADWAY
SAN ANTONIO, TX 78209
210-826-0516
Architectural Review Board Meeting
May 16, 2023 – 5:30 P.M.
Take notice that a regular Architectural Review Board meeting of the City of Alamo Heights will be held
on Tuesday, May 16, 2023 at 5:30pm in the City Council Chamber, located at 6116 Broadway St, San
Antonio, Texas, 78209, to consider and act upon any lawful subjects with may come before it.
INSTRUCTIONS FOR TELECONFERENCE: Members of the public may also participate via audio
by dialing 1-346-248-7799 Meeting ID 868 0184 5240. If you would like to speak on a particular item,
when the item is considered, press *9 to “raise your hand”. Citizens will have three (3) minutes to
share their comments. The meeting will be recorded.
The City cannot guarantee participation by phone due to unforeseen technical difficulties or provide
prior notice if they occur; therefore, the City urges your in-person attendance if you require
participation.
Case No. 896 F – 259 Montclair Ave
Request of Daniel Long of Chesney Morales, applicant, representing Christopher Walker, owner, for the
significance review of the existing main structure and compatibility review of the proposed design located
at 259 Montclair Ave in order to demolish 100% of the existing residence with accessory structure(s) and
construct a new single-family residence with detached garage under Demolition Review Ordinance No.
1860 (April 12, 2010).
Chapter 5 of Code of Ordinances (Buildings and Building Regulations) requires City Council to consider the
ARB’s recommendation for all demolition/final design review applications. Please check the ARB posted
results on the City’s website after the ARB meeting to confirm any future meeting dates.
Plans may be viewed online at http://www.alamoheightstx.gov/departments/planning-and-development-
services/public-notices/ and at the Community Development Services Department located at 6116 Broadway
St. Floorplans will not be available online. You may contact Eron Spencer, Planner, at 210-832-2239 or
espencer@alamoheightstx.gov, Lety Hernandez, Director, at 210-832-2250 or
lhernandez@alamoheightstx.gov, or our office at (210) 826-0516 for additional information regarding this
case.
Attachment A
Feb 20th
, 2023
Architectural Review Board Narrative – 259 Montclair
To whom it may concern,
We are requesting a full demolition of the existing single family residence with accessory structures and
construction of a new 2 story single family residence with detached garage and studio.
The existing building is approximately 1427 SF and constructed in 1944. More recently within the past
20 years there was a renovation done with the front porch extended and an addition done to the east
side of the property. The size and scale of the home is consistent with the other single family residences
on Montclair. The materials consists of painted composite siding material with a galvalume standing
seam metal roof. There are a multitude of window types, shapes and sizes mostly consisting of fixed and
single hung vinyl openings.
As seen on the existing site survey, the existing structures and improvements do not respect the current
setbacks. The existing building is within 3 of the property line on the west side, within 3 -5 of the
property line on the east side, and the front porch slightly encroaches within the 25 front setback.
There is an additional accessory dwelling unit that is approx. 20 off the west property line. The fence
along the east side of the property is over the property line by over 4 .
The proposed home is a 2 story structure approx. 3407 SF for the main house and 971 SF for the
detached garage and studio. While Montclair is classified 2-FC, the 200 Block is predominantly single
family residences of 1 and 2 stories. There have been a couple of newer construction homes on the
street as well as some major renovations that lead to the character development of the street and
neighborhood balancing with the existing structures of the 1930s thru the 40s. looking at the
streetscape the proposed 2 story residence is situated between a recent 2 story addition and an existing
2 story multifamily building. Proposed materials for the new residence would be painted composite
siding in contrasting style and color with the addition of some brick masonry for the base and fireplace
areas. Roofing would be a prefinished standing seam roof in a weathered galvalume finish.
The new structures adhere to the current setbacks and looming height restrictions. Along the west side
the building is 6 off the property line with a 10 plate (approx 10 -9 above avg grade) with the second
story offset another 6 to accommodate the 2:1 looming line. The front of the building is 25 off the front
property line with the concrete stair encroaching 4 into the front setback. There is no looming along the
Montclair ROW. The east portion of the building is a min of 6 off the property line as this site does not
have a driveway side since there is access off the alley. Also no looming requirement along the Kokomo
frontage. The rear setback of the new residence is 60 -3 off the property line and 28 -8 from the
detached garage.
The detached building is also in compliance with the current setback and looming requirements. The
rear of the detached structure is 3 min off the alley and the looming requirements do not apply along
the alley ROW so there is no additional setback for the second floor. The west side of the detached
structure is 3 min off the property line with the second floor being an additional 8 setback to account
or the looming requirement. There are no conflicts with the south and east sides of the accessory
structure.
Attachment A
Attachment A
Attachment A
Attachment A
Attachment A
784 SF ARTIFICIAL TURF
1941 SF MAIN RESIDENCE
GROUND FLOOR WITH PORCHES
586 SF OF DETACHED
GARAGE ACCESSORY
STRUCTURE
543 SF POOL
257 SF OF LANDSCAPE AREA
Surveyed Lot is 7108 SF
Lot x 65% Impervious Coverage Area for 2F-C =
4620 SF of Impervious Area Allowed
1941 (MAIN HOUSE) +586 (GARAGE) + 543 (POOL) + 841 (BACKYARD
FLATWORK)+ 65 (REAR DRIVEWAY) + 282 (FRONT YARD
FLATWORK) = 4258 SF (59.9%)
65 SF DRIVEWAY
841 SF OF CONCRETE
FLATWORK
PERM
PAVER
PERM
PAVER
PERM
PAVER
PERM
PAVER
PERM PAVER
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
1250 SF FRONT YARD
282 SF OF CONCRETE STRIPS, STAIR, SIDEWALK AND CURB
22.5% COVERAGE
FRONT YARD COVERAGE
LOT COVERAGE
HVAC UNITS
MONTCLAIR
ALLEY
TO
FACE
OF
RESIDENCE
58'-3"
25'-0"
TO
FACE
OF
RESIDENCE
6'-0"
6'-6 1/2"
6'-0"
6'-4"
10'-6"
3'-0"
3'-0"
3'-5"
3'-4"
WATERS
EDGE
3'-5" WATERS EDGE
KOKOMO
~75
LINEAR
FEET
OF
NEW
6'
TALL
WOOD
PRIVACY
FENCE
NEW 4' SIDEWALK
CONCRETE DRIVE APRON
CONNECTED TO ALLEY
LIMESTONE BLOCK WALLS LIMESTONE BLOCK WALLS
LIMESTONE
BLOCK
WALLS
EXISTING LIVE OAK TREE
(MT 26")
EXISTING MT LAUREL
(MT 18")
ARTIFICIAL TURF AREA
DETACHED GARAGE,
ACCESSORY STRUCTURE
2 STORY SINGLE FAMILY RESIDENCE
CONCRETE STEPS
10'-0"
8'-0
1/2"
9'-8 1/2"
3'-6"
3'-6"
9'-0"
3'-6"
3'-6"
3'-6"
10'-0"
21'-11
1/2"
CONCRETE DRIVEWAY
GAS METER
SEE
LANDSCAPE
PLAN
3'-0"
LIMESTONE BLOCK
RETAINING WALL
20'-0"
POOL BY
SEPARATE
PERMIT
49.94' S 89* 35' 13" W
50.08' S 89* 35' 17" E
4' POOL
ENCLOSURE/FENCE
LIMESTONE
BLOCK
WALLS
142.51'
N
00*
37'
05"
W
141.79'
N
00*
34'
03"
W
3'-0"
POOL EQUIP.
3'-0"
SEE LANDSCAPE PLAN
SEE LANDSCAPE PLAN
28'-8"
6' STONE AND STUCCO
SCREEN WALL/FENCE
CONCRETE FLATWORK
4'-0"
PP
15'-1
1/2"
15'-1 1/2"
5'-0"
5'-0"
25' SETBACK
6'
BUILDING
SETBACK
3'
ACCESSORY
SETBACK
3'
ACCESSORY
SETBACK
6'
BUILDING
SETBACK
3' ACCESSORY SETBACK
NEW
4'
HIGH
STEEL
AND
CABLE
FENCE
60'-3"
Walker
Residence
-
259
Montclair
A1.1
2
IMPERVIOUS COVER EXHIBIT
SCALE : 1/8" = 1'-0"
1
NEW CONSTRUCTION SITE PLAN
SCALE : 1/8" = 1'-0"
1
N
N
Attachment A
STANDING SEAM METAL ROOF
12
2
12
4
12
4
12
4
12
4
12
4
12
2
27'-6" 15'-0"
54'-2"
4'-0"
13'-4"
14'-4"
16'-8" 17'-8" 11'-0" 2'-6" 1'-4"
21'-6"
10'-10"
HALF ROUND GUTTER
HALF ROUND GUTTER
HALF ROUND GUTTER HALF ROUND GUTTER
HALF ROUND GUTTER
HALF ROUND GUTTER
HALF ROUND GUTTER HALF ROUND GUTTER
HALF
ROUND
GUTTER
HALF
ROUND
GUTTER
RIDGE
RIDGE
RIDGE
RIDGE
CRICKET
CRICKET
11"
OVERHANG
11" OVERHANG
11"
OVERHANG
11" OVERHANG
Walker
Residence
-
259
Montclair
A2.3
1
ROOF PLAN
SCALE : 3/8" = 1'-0"
Attachment A
LIMESTONE BLOCK PLANTER
WALLS
FINISH FLOOR - 100'-0"
FINISH FLOOR - 111-4"
TOP PLATE - 120-4"
TOP PLATE - 110-0"
AVERAGE GRADE WEST FACE OF STRUCTURE
PROPERTY
LINE
PROPERTY
LINE
1/A8.7
6'-0"
PAINTED COMPOSITE SIDING
AND TRIM
STANDING SEAM METAL ROOF
CONCRETE ENTRY STAIRS
PAINTED BRICK WITH HEAVY
MORTAR SMEAR
PAINTED COMPOSITE SIDING
AND TRIM
VINYL CLAD CASEMENT
WINDOWS WITH 1X
COMPOSITE TRIM AND CAP
DETAIL
COMPOSITE SIDING PANEL
WITH 1X TRIM AND CASEMENT
PAINTED COLUMN WRAP WITH
CORNICE TRIM
VINYL CLAD CASEMENT
WINDOWS WITH 1X
COMPOSITE TRIM AND CAP
DETAIL
PAINTED WOOD AND GLASS
ENTRY DOOR
STANDING SEAM METAL ROOF
8" BUILT UP CORNICE
DETAIL
STANDING SEAM METAL ROOF
NO LOOMING HEIGHT AT
ADJACENT SIDE YARD
STREET FRONTAGE
6'-0"
2'-0"
6'-0"
6'-0"
2'-0"
2'-0"
6'-0"
12
4
PAINTED STEEL FIREPLACE
CAP
12
4
12
4
10'-9"
21'-1"
28'-6
1/2"
12'-0"
32'-2
1/2"
24'-4"
9"
2'-0"
6" FASCIA BOARD
GALVALUME HALF ROUND
GUTTER
11" OVERHANG
11" OVERHANG
BUILDING SETBACK
BUILDING SETBACK
AVERAGE GRADE EAST FACE OF STRUCTURE
DOWNSPOUT
DOWNSPOUT
DOWNSPOUT
EXT DOOR 1
(3'X8')
36 X 72
36 X 72 36 X 72 36 X 72 36 X 72
36 X 72
36 X 72
Walker
Residence
-
259
Montclair
A3.1
1
SOUTH ELEVATION
SCALE : 3/8" = 1'-0"
Attachment A
1/A8.1 1/A8.2 1/A8.3 1/A8.4 1/A8.5 1/A8.6
COMPOSITE SIDING PANEL
WITH 1X TRIM AND CASEMENT
PAINTED COLUMN WRAP WITH
CORNICE TRIM
VINYL CLAD CASEMENT
WINDOWS WITH 1X
COMPOSITE TRIM AND CAP
DETAIL
STANDING SEAM METAL ROOF
FINISH FLOOR - 100'-0"
FINISH FLOOR - 111-4"
TOP PLATE - 120-4"
TOP PLATE - 110-0"
PAINTED BRICK WITH HEAVY
MORTAR SMEAR
LIMESTONE BLOCK PLANTER
WALLS
OPERABLE SCREENS AT
COLUMN OPENINGS IN BACK
PATIO
PAINTED BRICK WITH HEAVY
MORTAR SMEAR
PAINTED COMPOSITE SIDING
AND TRIM
STANDING SEAM METAL ROOF
STANDING SEAM METAL ROOF
PAINTED COMPOSITE SIDING
AND TRIM
PAINTED STEEL FIREPLACE
CAP
LIMESTONE BLOCK PLANTER
WALLS
WOOD BEAM AT
CANTILEVER
5'-0"
3'-0"
5'-0"
3'-0"
6'-0"
2'-0"
AVERAGE GRADE SOUTH FACE OF STRUCTURE
8" BUILT UP CORNICE
DETAIL
6" FASCIA BOARD
AVERAGE GRADE NORTH FACE OF STRUCTURE
10'-6"
20'-10"
30'-3
1/2"
22'-10"
12'-6"
2'-6"
6"
8" BUILT UP CORNICE
DETAIL
DOWNSPOUT
36 X 60
36 X 60
36 X 60 36 X 60 36 X 60
36 X 60
36 X 60 36 X 60 36 X 60
36 X 72 36 X 72 36 X 72
32'-8
1/2"
28'-3
1/2"
30'-8
1/2"
Walker
Residence
-
259
Montclair
A3.2
1
EAST ELEVATION
SCALE : 3/8" = 1'-0"
Attachment A
PAINTED STEEL FIREPLACE
CAP
FINISH FLOOR - 100'-0"
FINISH FLOOR - 111-4"
TOP PLATE - 120-4"
TOP PLATE - 110-0"
PROPERTY
LINE
PROPERTY
LINE
1/A8.7
NO LOOMING HEIGHT AT
ADJACENT SIDE YARD
STREET FRONTAGE
PAINTED COLUMN WRAP WITH
CORNICE TRIM
OPERABLE SCREENS AT
COLUMN OPENINGS IN BACK
PATIO
COMPOSITE SIDING PANEL
WITH 1X TRIM AND CASEMENT
ACCORDION DOOR
SYSTEM
WOOD BEAM AT
CANTILEVER
PAINTED COMPOSITE SIDING
AND TRIM
VINYL CLAD CASEMENT
WINDOWS WITH 1X
COMPOSITE TRIM AND CAP
DETAIL
STANDING SEAM METAL
ROOF
12
4
12
4
VINYL CLAD CASEMENT
WINDOWS WITH 1X
COMPOSITE TRIM AND CAP
DETAIL
PAINTED COMPOSITE SIDING
AND TRIM
STANDING SEAM METAL
ROOF
PAINTED WOOD AND GLASS
ENTRY DOOR
VINYL CLAD CASEMENT
WINDOWS WITH 1X
COMPOSITE TRIM AND CAP
DETAIL
STANDING SEAM METAL
ROOF
3'-0"
5'-0"
6'-0"
2'-0"
AVERAGE GRADE WEST FACE OF STRUCTURE
9"
2'-0"
AVERAGE GRADE EAST FACE OF STRUCTURE
29'-9
1/2"
12'-0"
22'-4"
8" BUILT UP CORNICE
DETAIL
6" FASCIA BOARD
GALVALUME HALF ROUND
GUTTER
10'-9"
21'-1"
28'-6
1/2"
GALVALUME HALF ROUND
GUTTER
GALVALUME HALF ROUND
GUTTER
DOWNSPOUT
DOWNSPOUT
8" BUILT UP CORNICE
DETAIL
36X24
EXT DOOR 2
(3'X8')
28 X 60
32'-2
1/2"
Walker
Residence
-
259
Montclair
A3.3
1
NORTH ELEVATION
SCALE : 3/8" = 1'-0"
Attachment A
COMPOSITE SIDING PANEL
WITH 1X TRIM AND CASEMENT
PAINTED COMPOSITE SIDING
AND TRIM
STANDING SEAM METAL ROOF
1/A8.1
1/A8.2
1/A8.3
1/A8.4
1/A8.5
1/A8.6
FINISH FLOOR - 100'-0"
FINISH FLOOR - 111-4"
TOP PLATE - 120-4"
TOP PLATE - 110-0"
STANDING SEAM METAL ROOF
COMPOSITE SIDING PANEL
WITH 1X TRIM AND CASEMENT
PAINTED COLUMN WRAP WITH
CORNICE TRIM
PAINTED COMPOSITE SIDING
AND TRIM
STANDING SEAM METAL ROOF
STANDING SEAM METAL ROOF
VINYL CLAD CASEMENT
WINDOWS WITH 1X
COMPOSITE TRIM AND CAP
DETAIL
CONCRETE ENTRY STAIRS
DOWNSPOUT
8" BUILT UP CORNICE
DETAIL
6" FASCIA BOARD
AVERAGE GRADE SOUTH FACE OF STRUCTURE
6"
36X60
36X60 36X60 36X60 36X60 36X60 36X60
24X36
24X36
36X36 36X36 36X36
10'-6"
20'-10"
28'-3
1/2"
2'-6"
12'-6"
22'-10"
30'-3
1/2"
AVERAGE GRADE NORTH FACE OF STRUCTURE
36X60 36X60
Walker
Residence
-
259
Montclair
A3.4
1
WEST ELEVATION
SCALE : 3/8" = 1'-0"
Attachment A
PROPERTY
LINE
FINISH FLOOR - 100'-0"
TOP PLATE - 109-0"
TOP PLATE - 119-4"
FINISH FLOOR - 110'-4"
AVERAGE GRADE WEST FACE OF STRUCTURE
AVERAGE GRADE EAST FACE OF STRUCTURE
EXT DOOR 3
(3'X7')
EXT DOOR 3
(3'X7')
36 X 60
11" OVERHANG
11" OVERHANG
PAINTED COMPOSITE SIDING
AND TRIM
8" BUILT UP CORNICE
DETAIL
6" FASCIA BOARD
PRE-FAB STEEL SPIRAL
STAIRCASE, LANDING AND
RAILING
CONCRETE STEPS
STANDING SEAM METAL
ROOF
DOWNSPOUT
3'-0" MIN
BUILDING
SETBACK
23'-0
1
2
"
19'-10"
9'-6"
6"
23'-9
1
2
"
20'-7"
10'-3"
1'-3"
3'-0" MIN
STANDING SEAM METAL
ROOF
PAINTED COMPOSITE SIDING
AND TRIM
FINISH FLOOR - 100'-0"
TOP PLATE - 109-0"
12
4
PROPERTY
LINE
NO LOOMING HEIGHT AT ALLEY
(PUBLIC RIGHT OF WAY)
TOP PLATE - 119-4"
FINISH FLOOR - 110'-4"
TOP PLATE - 118-4"
12
4
12
4
AVERAGE GRADE SOUTH FACE OF STRUCTURE
AVERAGE GRADE NORTH FACE OF STRUCTURE
8" BUILT UP CORNICE
DETAIL
6" FASCIA BOARD
GALVALUME HALF ROUND
GUTTER
EXT DOOR 3
(3'X7')
36 X 60
36 X 60 36 X 60
11" OVERHANG
CONCRETE STEPS
36 X 60
9'-9"
20'-1"
9'-6"
18'-10"
6"
9"
BUILDING
SETBACK
DOWNSPOUT
DOWNSPOUT
23'-9
1/2"
23'-6
1/2"
Walker
Residence
-
259
Montclair
A3.5
1
GARAGE SOUTH ELEVATION
SCALE : 3/8" = 1'-0"
2
GARAGE EAST ELEVATION
SCALE : 3/8" = 1'-0"
Attachment A
8" CORNICE PROFILE WITH 4"
FRIEZE BLOCK
PAINTED COMPOSITE SIDING
AND TRIM
STANDING SEAM METAL
ROOF
PROPERTY
LINE
FINISH FLOOR - 100'-0"
TOP PLATE - 109-0"
AVERAGE GRADE WEST FACE OF STRUCTURE
AVERAGE GRADE EAST FACE OF STRUCTURE
FINISH FLOOR - 110'-4"
TOP PLATE - 118'-4"
19'-7"
10'-3"
9'-6"
18'-10"
6"
1'-3"
INSULATED GARAGE DOOR,
PRE-FINISHED METAL
3'-0"
11" OVERHANG
6" FASCIA BOARD
DOWNSPOUT
11" OVERHANG
BUILDING
SETBACK
24'-3
1/2"
23'-6
1/2"
PROPERTY
LINE
12
4
12
4
12
4
TOP PLATE - 118-4"
FINISH FLOOR - 100'-0"
TOP PLATE - 109-0"
TOP PLATE - 119-4"
FINISH FLOOR - 110'-4"
NO LOOMING HEIGHT AT ALLEY
(PUBLIC RIGHT OF WAY)
AVERAGE GRADE NORTH FACE OF STRUCTURE
AVERAGE GRADE SOUTH FACE OF STRUCTURE
23'-6
1
2
"
18'-10"
9'-6"
23'
9
1
2
"
20'-1"
9'-9"
9"
6"
PAINTED COMPOSITE SIDING
AND TRIM
8" CORNICE PROFILE WITH 4"
FRIEZE BLOCK
STANDING SEAM METAL
ROOF
STANDING SEAM METAL
ROOF
GALVALUME HALF ROUND
GUTTER
DOWNSPOUT
11" OVERHANG
3'-0"
BUILDING
SETBACK
Walker
Residence
-
259
Montclair
A3.6
1
GARAGE NORTH ELEVATION
SCALE : 3/8" = 1'-0"
2
GARAGE WEST ELEVATION
SCALE : 3/8" = 1'-0"
Attachment A
Attachment B
Attachment B

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Item # 4 - 259 Montclair

  • 1. CITY OF ALAMO HEIGHTS COMMUNITY DEVELOPMENT SERVICES DEPARTMENT CITY COUNCIL AGENDA MEMORANDUM TO: Mayor and City Council Members FROM: Lety Hernandez, Director of Community Development Services SUBJECT: Case No. 896 F – 259 Montclair Ave Request of Daniel Long of Chesney Morales, applicant, representing Christopher Walker, owner, for the significance review of the existing main structure and compatibility review of the proposed design located at 259 Montclair Ave in order to demolish 100% of the existing residence with accessory structure(s) and construct a new single-family residence with detached garage under Demolition Review Ordinance No. 1860 (April 12, 2010). DATE: June 12, 2023 BACKGROUND INFORMATION The property is zoned 2F-C (Two-Family Dwelling District) and is located on the north side of Montclair Ave at the intersection of Kokomo St. The applicant is seeking to demolish 100% of the existing single-family residence with accessory structures and construct a new single-family residence with detached 2-story accessory structure.
  • 2. POLICY ANALYSIS Impervious Coverage Existing Proposed Lot Area 7,108 7,108 Main Structure Footprint 2,043 1,941 Garage Footprint 595 586 Driveway/Walkways 226 230 Other Flatwork 320 841 Swimming Pool 543 Impervious Coverage 3,184 4,141 Total Imp. Cover (Max 65%) 44.8% 58.3% The Lot Coverage and FAR calculations do not apply to the 2F-C zoning district. Staff has included them only for comparison purposes. Lot Coverage / Floor Area Ratio Existing Proposed Lot Area 7,108 7,108 Main House 1st Floor* 1,427 1,634 Main House 2nd Floor 0 1,773 Main House – Loft Garage/Carport – 1st Floor* 595 585 Garage – 2nd Floor 0 386 Front Porch* 243 58 Side Porch* Rear Porch* 137 249 Shed* 65 0 Other* 171 0 Total Square Footage 2,638 sq ft 4,685 sq ft Lot Coverage* (max 40% allowed) 2,638 sq ft / 37% 2,526 sq ft / 36% FAR (max .47 with bonus) 2,258 sq ft / .32 4,378 sq ft / .62 Bonuses Utilized +2 – Side/Alley access to parking  Main Structure o Height – 28ft 9½ inches (max 35ft allowed but not to exceed 2-½ stories) o Siding – Combination of Painted Composite Siding and Trim with Painted Brick o Roof – Standing Seam Metal  Accessory Structure o Height – 24ft ½-inch (max 25ft allowed) o Siding – Painted Composite Siding and Trim o Roof – Standing Seam Metal  Chapter 5 – Buildings and Building Regulation, Article IX. – Demolition Demolition shall mean any intentional or unintentional act of dismantling, pulling down, destroying, removing, razing or moving a structure or any structural portion thereof, or commencing the work of moving or of total or substantial destruction of a structure or portion thereof. For the purposes of demolition review as described in article IX, demolition is defined quantitatively as: (1) Removal or encapsulation of more than twenty-five (25) percent of the framed structure of exterior walls facing public streets, or a street-facing elevation if the tract of land is landlocked; or,
  • 3. (2) Removal or encapsulation of more than fifty (50) percent of the framed structure of all exterior walls and/or roofs. Exception: Minor repair and routine maintenance. Significant structure shall mean any structure or portion thereof that in whole or in part meets one (1) or more criteria in section 5-134(h), and has been so determined by the city council. Section 5-134(h): The architectural review board shall consider the following criteria when determining the significance, as defined in this chapter, of existing structures: (1) Was the structure designed by a noted architect? (2) Has the structure been listed as having historic significance by any local, regional, state or historic agency or society? (3) Does the structure exhibit characteristics of a distinct architectural style? (4) Does the structure belong to a distinctive set of buildings, such as a single structure belonging to a row of similar structures? (5) Is the structure a significant part of the fabric of the community due to its age, unique architecture, historical significance or physical placement? Compatibility shall mean harmony with the existing neighborhood, site configurations, development patterns, and the character of the development envelope found within the adjacent and immediate block area, as demonstrated in the demolition review application, including roof pitch, scale, massing, garage and driveway location and setbacks. Adjacent and immediate block area shall include but not be limited to all properties along: (1) The specific block where the project is proposed; (2) The block to each side of the project's block; and (3) The blocks directly across the street of the three (3) blocks identified above. Block shall mean a length of street right-of-way along one (1) side of the street from one (1) intersection to the next adjoining intersection. The Architectural Review Board considered the request at the regular meeting of May 16, 2023. The board voted unanimously to declare the existing main structure as not significant and recommended approval of the demolition as requested and proposed design as compatible. FISCAL IMPACT No projected fiscal impact from this project has been calculated. ATTACHMENTS Attachment A – Web Packet Attachment B – Response Cards __________________________ Lety Hernandez Director ___________________________ Buddy Kuhn City Manager
  • 4. CITY OF ALAMO HEIGHTS COMMUNITY DEVELOPMENT SERVICES DEPARTMENT 6116 BROADWAY SAN ANTONIO, TX 78209 210-826-0516 Architectural Review Board Meeting May 16, 2023 – 5:30 P.M. Take notice that a regular Architectural Review Board meeting of the City of Alamo Heights will be held on Tuesday, May 16, 2023 at 5:30pm in the City Council Chamber, located at 6116 Broadway St, San Antonio, Texas, 78209, to consider and act upon any lawful subjects with may come before it. INSTRUCTIONS FOR TELECONFERENCE: Members of the public may also participate via audio by dialing 1-346-248-7799 Meeting ID 868 0184 5240. If you would like to speak on a particular item, when the item is considered, press *9 to “raise your hand”. Citizens will have three (3) minutes to share their comments. The meeting will be recorded. The City cannot guarantee participation by phone due to unforeseen technical difficulties or provide prior notice if they occur; therefore, the City urges your in-person attendance if you require participation. Case No. 896 F – 259 Montclair Ave Request of Daniel Long of Chesney Morales, applicant, representing Christopher Walker, owner, for the significance review of the existing main structure and compatibility review of the proposed design located at 259 Montclair Ave in order to demolish 100% of the existing residence with accessory structure(s) and construct a new single-family residence with detached garage under Demolition Review Ordinance No. 1860 (April 12, 2010). Chapter 5 of Code of Ordinances (Buildings and Building Regulations) requires City Council to consider the ARB’s recommendation for all demolition/final design review applications. Please check the ARB posted results on the City’s website after the ARB meeting to confirm any future meeting dates. Plans may be viewed online at http://www.alamoheightstx.gov/departments/planning-and-development- services/public-notices/ and at the Community Development Services Department located at 6116 Broadway St. Floorplans will not be available online. You may contact Eron Spencer, Planner, at 210-832-2239 or espencer@alamoheightstx.gov, Lety Hernandez, Director, at 210-832-2250 or lhernandez@alamoheightstx.gov, or our office at (210) 826-0516 for additional information regarding this case. Attachment A
  • 5. Feb 20th , 2023 Architectural Review Board Narrative – 259 Montclair To whom it may concern, We are requesting a full demolition of the existing single family residence with accessory structures and construction of a new 2 story single family residence with detached garage and studio. The existing building is approximately 1427 SF and constructed in 1944. More recently within the past 20 years there was a renovation done with the front porch extended and an addition done to the east side of the property. The size and scale of the home is consistent with the other single family residences on Montclair. The materials consists of painted composite siding material with a galvalume standing seam metal roof. There are a multitude of window types, shapes and sizes mostly consisting of fixed and single hung vinyl openings. As seen on the existing site survey, the existing structures and improvements do not respect the current setbacks. The existing building is within 3 of the property line on the west side, within 3 -5 of the property line on the east side, and the front porch slightly encroaches within the 25 front setback. There is an additional accessory dwelling unit that is approx. 20 off the west property line. The fence along the east side of the property is over the property line by over 4 . The proposed home is a 2 story structure approx. 3407 SF for the main house and 971 SF for the detached garage and studio. While Montclair is classified 2-FC, the 200 Block is predominantly single family residences of 1 and 2 stories. There have been a couple of newer construction homes on the street as well as some major renovations that lead to the character development of the street and neighborhood balancing with the existing structures of the 1930s thru the 40s. looking at the streetscape the proposed 2 story residence is situated between a recent 2 story addition and an existing 2 story multifamily building. Proposed materials for the new residence would be painted composite siding in contrasting style and color with the addition of some brick masonry for the base and fireplace areas. Roofing would be a prefinished standing seam roof in a weathered galvalume finish. The new structures adhere to the current setbacks and looming height restrictions. Along the west side the building is 6 off the property line with a 10 plate (approx 10 -9 above avg grade) with the second story offset another 6 to accommodate the 2:1 looming line. The front of the building is 25 off the front property line with the concrete stair encroaching 4 into the front setback. There is no looming along the Montclair ROW. The east portion of the building is a min of 6 off the property line as this site does not have a driveway side since there is access off the alley. Also no looming requirement along the Kokomo frontage. The rear setback of the new residence is 60 -3 off the property line and 28 -8 from the detached garage. The detached building is also in compliance with the current setback and looming requirements. The rear of the detached structure is 3 min off the alley and the looming requirements do not apply along the alley ROW so there is no additional setback for the second floor. The west side of the detached structure is 3 min off the property line with the second floor being an additional 8 setback to account or the looming requirement. There are no conflicts with the south and east sides of the accessory structure. Attachment A
  • 10. 784 SF ARTIFICIAL TURF 1941 SF MAIN RESIDENCE GROUND FLOOR WITH PORCHES 586 SF OF DETACHED GARAGE ACCESSORY STRUCTURE 543 SF POOL 257 SF OF LANDSCAPE AREA Surveyed Lot is 7108 SF Lot x 65% Impervious Coverage Area for 2F-C = 4620 SF of Impervious Area Allowed 1941 (MAIN HOUSE) +586 (GARAGE) + 543 (POOL) + 841 (BACKYARD FLATWORK)+ 65 (REAR DRIVEWAY) + 282 (FRONT YARD FLATWORK) = 4258 SF (59.9%) 65 SF DRIVEWAY 841 SF OF CONCRETE FLATWORK PERM PAVER PERM PAVER PERM PAVER PERM PAVER PERM PAVER CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE 1250 SF FRONT YARD 282 SF OF CONCRETE STRIPS, STAIR, SIDEWALK AND CURB 22.5% COVERAGE FRONT YARD COVERAGE LOT COVERAGE HVAC UNITS MONTCLAIR ALLEY TO FACE OF RESIDENCE 58'-3" 25'-0" TO FACE OF RESIDENCE 6'-0" 6'-6 1/2" 6'-0" 6'-4" 10'-6" 3'-0" 3'-0" 3'-5" 3'-4" WATERS EDGE 3'-5" WATERS EDGE KOKOMO ~75 LINEAR FEET OF NEW 6' TALL WOOD PRIVACY FENCE NEW 4' SIDEWALK CONCRETE DRIVE APRON CONNECTED TO ALLEY LIMESTONE BLOCK WALLS LIMESTONE BLOCK WALLS LIMESTONE BLOCK WALLS EXISTING LIVE OAK TREE (MT 26") EXISTING MT LAUREL (MT 18") ARTIFICIAL TURF AREA DETACHED GARAGE, ACCESSORY STRUCTURE 2 STORY SINGLE FAMILY RESIDENCE CONCRETE STEPS 10'-0" 8'-0 1/2" 9'-8 1/2" 3'-6" 3'-6" 9'-0" 3'-6" 3'-6" 3'-6" 10'-0" 21'-11 1/2" CONCRETE DRIVEWAY GAS METER SEE LANDSCAPE PLAN 3'-0" LIMESTONE BLOCK RETAINING WALL 20'-0" POOL BY SEPARATE PERMIT 49.94' S 89* 35' 13" W 50.08' S 89* 35' 17" E 4' POOL ENCLOSURE/FENCE LIMESTONE BLOCK WALLS 142.51' N 00* 37' 05" W 141.79' N 00* 34' 03" W 3'-0" POOL EQUIP. 3'-0" SEE LANDSCAPE PLAN SEE LANDSCAPE PLAN 28'-8" 6' STONE AND STUCCO SCREEN WALL/FENCE CONCRETE FLATWORK 4'-0" PP 15'-1 1/2" 15'-1 1/2" 5'-0" 5'-0" 25' SETBACK 6' BUILDING SETBACK 3' ACCESSORY SETBACK 3' ACCESSORY SETBACK 6' BUILDING SETBACK 3' ACCESSORY SETBACK NEW 4' HIGH STEEL AND CABLE FENCE 60'-3" Walker Residence - 259 Montclair A1.1 2 IMPERVIOUS COVER EXHIBIT SCALE : 1/8" = 1'-0" 1 NEW CONSTRUCTION SITE PLAN SCALE : 1/8" = 1'-0" 1 N N Attachment A
  • 11. STANDING SEAM METAL ROOF 12 2 12 4 12 4 12 4 12 4 12 4 12 2 27'-6" 15'-0" 54'-2" 4'-0" 13'-4" 14'-4" 16'-8" 17'-8" 11'-0" 2'-6" 1'-4" 21'-6" 10'-10" HALF ROUND GUTTER HALF ROUND GUTTER HALF ROUND GUTTER HALF ROUND GUTTER HALF ROUND GUTTER HALF ROUND GUTTER HALF ROUND GUTTER HALF ROUND GUTTER HALF ROUND GUTTER HALF ROUND GUTTER RIDGE RIDGE RIDGE RIDGE CRICKET CRICKET 11" OVERHANG 11" OVERHANG 11" OVERHANG 11" OVERHANG Walker Residence - 259 Montclair A2.3 1 ROOF PLAN SCALE : 3/8" = 1'-0" Attachment A
  • 12. LIMESTONE BLOCK PLANTER WALLS FINISH FLOOR - 100'-0" FINISH FLOOR - 111-4" TOP PLATE - 120-4" TOP PLATE - 110-0" AVERAGE GRADE WEST FACE OF STRUCTURE PROPERTY LINE PROPERTY LINE 1/A8.7 6'-0" PAINTED COMPOSITE SIDING AND TRIM STANDING SEAM METAL ROOF CONCRETE ENTRY STAIRS PAINTED BRICK WITH HEAVY MORTAR SMEAR PAINTED COMPOSITE SIDING AND TRIM VINYL CLAD CASEMENT WINDOWS WITH 1X COMPOSITE TRIM AND CAP DETAIL COMPOSITE SIDING PANEL WITH 1X TRIM AND CASEMENT PAINTED COLUMN WRAP WITH CORNICE TRIM VINYL CLAD CASEMENT WINDOWS WITH 1X COMPOSITE TRIM AND CAP DETAIL PAINTED WOOD AND GLASS ENTRY DOOR STANDING SEAM METAL ROOF 8" BUILT UP CORNICE DETAIL STANDING SEAM METAL ROOF NO LOOMING HEIGHT AT ADJACENT SIDE YARD STREET FRONTAGE 6'-0" 2'-0" 6'-0" 6'-0" 2'-0" 2'-0" 6'-0" 12 4 PAINTED STEEL FIREPLACE CAP 12 4 12 4 10'-9" 21'-1" 28'-6 1/2" 12'-0" 32'-2 1/2" 24'-4" 9" 2'-0" 6" FASCIA BOARD GALVALUME HALF ROUND GUTTER 11" OVERHANG 11" OVERHANG BUILDING SETBACK BUILDING SETBACK AVERAGE GRADE EAST FACE OF STRUCTURE DOWNSPOUT DOWNSPOUT DOWNSPOUT EXT DOOR 1 (3'X8') 36 X 72 36 X 72 36 X 72 36 X 72 36 X 72 36 X 72 36 X 72 Walker Residence - 259 Montclair A3.1 1 SOUTH ELEVATION SCALE : 3/8" = 1'-0" Attachment A
  • 13. 1/A8.1 1/A8.2 1/A8.3 1/A8.4 1/A8.5 1/A8.6 COMPOSITE SIDING PANEL WITH 1X TRIM AND CASEMENT PAINTED COLUMN WRAP WITH CORNICE TRIM VINYL CLAD CASEMENT WINDOWS WITH 1X COMPOSITE TRIM AND CAP DETAIL STANDING SEAM METAL ROOF FINISH FLOOR - 100'-0" FINISH FLOOR - 111-4" TOP PLATE - 120-4" TOP PLATE - 110-0" PAINTED BRICK WITH HEAVY MORTAR SMEAR LIMESTONE BLOCK PLANTER WALLS OPERABLE SCREENS AT COLUMN OPENINGS IN BACK PATIO PAINTED BRICK WITH HEAVY MORTAR SMEAR PAINTED COMPOSITE SIDING AND TRIM STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF PAINTED COMPOSITE SIDING AND TRIM PAINTED STEEL FIREPLACE CAP LIMESTONE BLOCK PLANTER WALLS WOOD BEAM AT CANTILEVER 5'-0" 3'-0" 5'-0" 3'-0" 6'-0" 2'-0" AVERAGE GRADE SOUTH FACE OF STRUCTURE 8" BUILT UP CORNICE DETAIL 6" FASCIA BOARD AVERAGE GRADE NORTH FACE OF STRUCTURE 10'-6" 20'-10" 30'-3 1/2" 22'-10" 12'-6" 2'-6" 6" 8" BUILT UP CORNICE DETAIL DOWNSPOUT 36 X 60 36 X 60 36 X 60 36 X 60 36 X 60 36 X 60 36 X 60 36 X 60 36 X 60 36 X 72 36 X 72 36 X 72 32'-8 1/2" 28'-3 1/2" 30'-8 1/2" Walker Residence - 259 Montclair A3.2 1 EAST ELEVATION SCALE : 3/8" = 1'-0" Attachment A
  • 14. PAINTED STEEL FIREPLACE CAP FINISH FLOOR - 100'-0" FINISH FLOOR - 111-4" TOP PLATE - 120-4" TOP PLATE - 110-0" PROPERTY LINE PROPERTY LINE 1/A8.7 NO LOOMING HEIGHT AT ADJACENT SIDE YARD STREET FRONTAGE PAINTED COLUMN WRAP WITH CORNICE TRIM OPERABLE SCREENS AT COLUMN OPENINGS IN BACK PATIO COMPOSITE SIDING PANEL WITH 1X TRIM AND CASEMENT ACCORDION DOOR SYSTEM WOOD BEAM AT CANTILEVER PAINTED COMPOSITE SIDING AND TRIM VINYL CLAD CASEMENT WINDOWS WITH 1X COMPOSITE TRIM AND CAP DETAIL STANDING SEAM METAL ROOF 12 4 12 4 VINYL CLAD CASEMENT WINDOWS WITH 1X COMPOSITE TRIM AND CAP DETAIL PAINTED COMPOSITE SIDING AND TRIM STANDING SEAM METAL ROOF PAINTED WOOD AND GLASS ENTRY DOOR VINYL CLAD CASEMENT WINDOWS WITH 1X COMPOSITE TRIM AND CAP DETAIL STANDING SEAM METAL ROOF 3'-0" 5'-0" 6'-0" 2'-0" AVERAGE GRADE WEST FACE OF STRUCTURE 9" 2'-0" AVERAGE GRADE EAST FACE OF STRUCTURE 29'-9 1/2" 12'-0" 22'-4" 8" BUILT UP CORNICE DETAIL 6" FASCIA BOARD GALVALUME HALF ROUND GUTTER 10'-9" 21'-1" 28'-6 1/2" GALVALUME HALF ROUND GUTTER GALVALUME HALF ROUND GUTTER DOWNSPOUT DOWNSPOUT 8" BUILT UP CORNICE DETAIL 36X24 EXT DOOR 2 (3'X8') 28 X 60 32'-2 1/2" Walker Residence - 259 Montclair A3.3 1 NORTH ELEVATION SCALE : 3/8" = 1'-0" Attachment A
  • 15. COMPOSITE SIDING PANEL WITH 1X TRIM AND CASEMENT PAINTED COMPOSITE SIDING AND TRIM STANDING SEAM METAL ROOF 1/A8.1 1/A8.2 1/A8.3 1/A8.4 1/A8.5 1/A8.6 FINISH FLOOR - 100'-0" FINISH FLOOR - 111-4" TOP PLATE - 120-4" TOP PLATE - 110-0" STANDING SEAM METAL ROOF COMPOSITE SIDING PANEL WITH 1X TRIM AND CASEMENT PAINTED COLUMN WRAP WITH CORNICE TRIM PAINTED COMPOSITE SIDING AND TRIM STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF VINYL CLAD CASEMENT WINDOWS WITH 1X COMPOSITE TRIM AND CAP DETAIL CONCRETE ENTRY STAIRS DOWNSPOUT 8" BUILT UP CORNICE DETAIL 6" FASCIA BOARD AVERAGE GRADE SOUTH FACE OF STRUCTURE 6" 36X60 36X60 36X60 36X60 36X60 36X60 36X60 24X36 24X36 36X36 36X36 36X36 10'-6" 20'-10" 28'-3 1/2" 2'-6" 12'-6" 22'-10" 30'-3 1/2" AVERAGE GRADE NORTH FACE OF STRUCTURE 36X60 36X60 Walker Residence - 259 Montclair A3.4 1 WEST ELEVATION SCALE : 3/8" = 1'-0" Attachment A
  • 16. PROPERTY LINE FINISH FLOOR - 100'-0" TOP PLATE - 109-0" TOP PLATE - 119-4" FINISH FLOOR - 110'-4" AVERAGE GRADE WEST FACE OF STRUCTURE AVERAGE GRADE EAST FACE OF STRUCTURE EXT DOOR 3 (3'X7') EXT DOOR 3 (3'X7') 36 X 60 11" OVERHANG 11" OVERHANG PAINTED COMPOSITE SIDING AND TRIM 8" BUILT UP CORNICE DETAIL 6" FASCIA BOARD PRE-FAB STEEL SPIRAL STAIRCASE, LANDING AND RAILING CONCRETE STEPS STANDING SEAM METAL ROOF DOWNSPOUT 3'-0" MIN BUILDING SETBACK 23'-0 1 2 " 19'-10" 9'-6" 6" 23'-9 1 2 " 20'-7" 10'-3" 1'-3" 3'-0" MIN STANDING SEAM METAL ROOF PAINTED COMPOSITE SIDING AND TRIM FINISH FLOOR - 100'-0" TOP PLATE - 109-0" 12 4 PROPERTY LINE NO LOOMING HEIGHT AT ALLEY (PUBLIC RIGHT OF WAY) TOP PLATE - 119-4" FINISH FLOOR - 110'-4" TOP PLATE - 118-4" 12 4 12 4 AVERAGE GRADE SOUTH FACE OF STRUCTURE AVERAGE GRADE NORTH FACE OF STRUCTURE 8" BUILT UP CORNICE DETAIL 6" FASCIA BOARD GALVALUME HALF ROUND GUTTER EXT DOOR 3 (3'X7') 36 X 60 36 X 60 36 X 60 11" OVERHANG CONCRETE STEPS 36 X 60 9'-9" 20'-1" 9'-6" 18'-10" 6" 9" BUILDING SETBACK DOWNSPOUT DOWNSPOUT 23'-9 1/2" 23'-6 1/2" Walker Residence - 259 Montclair A3.5 1 GARAGE SOUTH ELEVATION SCALE : 3/8" = 1'-0" 2 GARAGE EAST ELEVATION SCALE : 3/8" = 1'-0" Attachment A
  • 17. 8" CORNICE PROFILE WITH 4" FRIEZE BLOCK PAINTED COMPOSITE SIDING AND TRIM STANDING SEAM METAL ROOF PROPERTY LINE FINISH FLOOR - 100'-0" TOP PLATE - 109-0" AVERAGE GRADE WEST FACE OF STRUCTURE AVERAGE GRADE EAST FACE OF STRUCTURE FINISH FLOOR - 110'-4" TOP PLATE - 118'-4" 19'-7" 10'-3" 9'-6" 18'-10" 6" 1'-3" INSULATED GARAGE DOOR, PRE-FINISHED METAL 3'-0" 11" OVERHANG 6" FASCIA BOARD DOWNSPOUT 11" OVERHANG BUILDING SETBACK 24'-3 1/2" 23'-6 1/2" PROPERTY LINE 12 4 12 4 12 4 TOP PLATE - 118-4" FINISH FLOOR - 100'-0" TOP PLATE - 109-0" TOP PLATE - 119-4" FINISH FLOOR - 110'-4" NO LOOMING HEIGHT AT ALLEY (PUBLIC RIGHT OF WAY) AVERAGE GRADE NORTH FACE OF STRUCTURE AVERAGE GRADE SOUTH FACE OF STRUCTURE 23'-6 1 2 " 18'-10" 9'-6" 23' 9 1 2 " 20'-1" 9'-9" 9" 6" PAINTED COMPOSITE SIDING AND TRIM 8" CORNICE PROFILE WITH 4" FRIEZE BLOCK STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF GALVALUME HALF ROUND GUTTER DOWNSPOUT 11" OVERHANG 3'-0" BUILDING SETBACK Walker Residence - 259 Montclair A3.6 1 GARAGE NORTH ELEVATION SCALE : 3/8" = 1'-0" 2 GARAGE WEST ELEVATION SCALE : 3/8" = 1'-0" Attachment A