HP-16-011 – 1856 E 16 St – Yorktown

TULSA PRESERVATION COMMISSION
HP PERMIT SUBCOMMITTEE - STAFF REPORT
Thursday, April 7, 2016
HP-16-011
HP PERMIT NUMBER: HP-16-011
PROPERTY ADDRESS: 1856 E. 16th ST.
DISTRICT: YORKTOWN HISTORIC DISTRICT
APPLICANT: BRAD LEWIS
REPRESENTATIVES: NONE
A. CASE ITEMS FOR CONSIDERATION
1. Construct new single-family residence according to plans submitted
B. BACKGROUND
DATE OF CONSTRUCTION: VACANT LOT
ZONED HISTORIC PRESERVATION: 1995
NATIONAL REGISTER LISTING: YORKTOWN HISTORIC DISTRICT: 2002
CONTRIBUTING STRUCTURE: NO
PREVIOUS ACTIONS: NONE FOUND
C. ISSUES AND CONSIDERATIONS
1. Construct a new single-family residence according to the plans submitted.
The applicant requests to construct a new one-story residence on a vacant lot on East
16th Street. The one-story residence features a bungalow design which is the
predominant style on the street. The residence will feature HardiBoard siding with shake
siding in the gables. The partial porch features brick piers and slatted wood columns with
a brick porch and wood railing. The door will be located on the projecting bay along the
interior wall of the porch. Elements in keeping with the bungalow style include the porch
elements, partial porch width, eave brackets, and multiple gables.
This application was review at the HP Permit Subcommittee on March 3, 2016. The HP
Permit Subcommittee requested 18-24 inches of crawl space or raised slab, the
transition between the foundation and siding, incorporation of the more windows and
review of a different window material, and exposed rafter tails. The applicant
incorporated a trim piece between the front façade paired windows, brick porch
foundation, exposed rafter tails, windows on both side elevations, slatted wood columns
and enclosed gables.
Page 1 of 3
HP-16-011
i. References: Unified Design Guidelines for Residential Structures
SECTION C – GUIDELINES FOR NEW CONSTRUCTION
C.1 General Requirements
C.1.1 Designs for new construction shall not duplicate existing structures within
the district. Ensure that each new structure is unique within the district.
C.1.2 When designing new structures, provide consistency and continuity by
drawing upon common characteristics of historic structures in the district, placing
particular emphasis on the historic structures on the same street. These include
but are not limited to porches, entries, roof pitch and form, and window and door
styles.
C.1.3 Avoid mixing incongruous architectural styles: for example, Prairie-style
windows on a Colonial Revival-inspired house.
C.1.4 Respect the scale, proportions, historic patterns, and relationships of both
principal and accessory structures along the same street and within the district.
C.1.5 Maintain the established height of those structures along the same side of
the street.
C.2 Building Site
C.2.1 Match the front setback of the historic buildings along the same side of the
street. When the front setback pattern of the historic structures on the same side
of the street varies, locate the new structure between the minimum and
maximum of the prevailing front setbacks.
C.2.2 Maintain the pattern and rhythm of the side yard setbacks of the other
historic structures on the same side of the street.
C.2.3 Maintain the same orientation to the street as established by the historic
structures on the same street.
C.2.4 Limit paving within the front yard to primary driveways and sidewalks. Curb
cuts and new driveways through the front yard are strongly discouraged for
properties with alley access.
C.2.5 On interior lots, limit the surface area of driveways and sidewalks to no
more than 50% of the front yard lot area.
C.2.6 On corner lots, limit the surface area of driveways and sidewalks to no
more than 30% of the combined front and side yard lot area.
C.3 Building Materials
C.3.1 Maintain the visual characteristics, scale, proportions, directional
orientation and rhythms that are created by the materials on existing historic
structures in the district, in order to maintain the overall appearance and
character of the district. Unfinished or clear-finished metals are not allowed.
Page 2 of 3
HP-16-011
C.4 Garages
C.4.1 Locate garages within the rear yard and detached from the primary
residential structure. Detached garages located in the rear yard are exempt from
COA review.
C.4.2 Adding a garage attached to the rear elevation of the primary residential
structure will be considered on a case-by-case basis. Locate attached garages so
that the front façade of the garage is not located forward of the rear wall of the
primary structure.
C.4.3 Historically appropriate garage doors, such as carriage house doors, are
encouraged.
C.5 Mechanical Systems, Etc.
C.5.1 Install engineering systems and their associated elements such as, but not
limited to, air conditioning and heating units, flues, conduits, cables, electrical
boxes, ventilators, and louvers, on the side or rear façade of the structure.
C.5.2 Install utility meters on the side or rear façade of the house, or
underground in a subterranean vault.
C.5.3 Install systems requiring exterior components, such as solar panels, on the
side or rear of your house or in the back yard. Installation of satellite dishes does
not require COA review.
Page 3 of 3
TULSA PRESERVATION COMMISSION
HISTORIC PRESERVATION PERMIT SUBCOMMITTEE MEETING
Thursday, March 3, 2016, 11:00 AM
A. Opening Matters
Call to Order and Verification of Quorum
Disclosure of Conflicts of Interest
Chairman Neal called the HP Permit Subcommittee Meeting to order at
11:00 AM.
Members Present
Tom Neal (Chairman)
Jim Turner
Sally Davies
Katelyn Parker*
Ted Reeds*
Mike Craddock*
*Late
Staff Present
Jed Porter, Travis Hulse, Kristin Pack
Others Present
Molly Jones, Brad Lewis, David C. Roberts, Nathan Pickard
B. Application for Historic Preservation Permit
1856 E, 16th St. (Yorktown)
Applicant: Brad Lewis
Request:
1. Construct new single-family residence according to plans submitted
-1-
Discussion:
•
•
•
•
•
Commissioner Neal stated houses in the Yorktown Historic District are
distinguished by their foundation and crawl spaces and recommended
incorporating a raised slab or a crawl space. Subcommittee Member Parker
agreed and recommended a height between 18 inches and 24 inches.
Commissioner Turner recommended showing how the foundation wall will be
treated and asked for the applicant to provide information about how the
transition from the water table and trim to the foundation.
Subcommittee Member Parker stated she would not recommend single-hung
vinyl windows since they do not have the same depth as a historic window,
and double-hung vinyl windows would at least have more depth. Wood is most
preferred, as wood windows have better shadow lines.
Commissioner Neal recommended adding a window to the second bedroom
and third bedroom and smaller windows in the master bedroom.
Subcommittee Member Davies agreed. Commissioner Turner stated the pairs
of windows on the front façade should be divided by a mullion with the same
dimensions as the outside trim. Subcommittee Member Parker stated she
preferred 2’8” – 5’0” windows on the front facade
Commissioner Reeds commented the wall section has a flat return soffit and
recommended having an exposed rafter tail.
Several Subcommittee Members complimented the applicant on the design
and recommended presentation at the subcommittee’s next Regular Meeting
after the completion of revisions.
B. Non-Actionable Item for Preliminary Review
640 N. Denver Ave. (Brady Heights)
Applicant: Jones Design Studio for Nathan and Kristin Pickard
Request:
1. Construct new multi-use building according to plans submitted
Discussion:
• Molly Jones presented the proposal for 640 North Denver Avenue, whose
design will meet the criteria for certification by the Living Building Challenge.
• Commissioner Craddock asked Ms. Jones about the current zoning. Ms. Jones
replied the site was zoned commercial, and they would not have to change the
zoning.
• Commissioner Neal asked if the proposal would require a variance for the
setback. Ms. Jones replied yes.
• Commissioner Turner expressed concern about how rammed earth meets the
Unified Design Guidelines. Commissioner Neal noted that rammed earth is
earth pounded into a form to create a concrete-like material. Subcommittee
Member Parker asked if stucco could be applied over the rammed earth. Ms.
-2-
•
•
•
•
•
Jones replied yes. Several Subcommittee Members noted that substitutes,
such as HardiePlank Siding, for original or historically appropriate materials
had been approved by the Tulsa Preservation Commission.
Commissioner Neal asked Ms. Jones if the wood windows will have a storm
window. Ms. Jones replied yes, and they will be needed for energy efficiency.
Commissioner Reeds inquired about the existing structure. Ms. Jones stated
the existing building houses activities that are not programmed into the new
building. Commissioner Reeds asked if the owners plan to demolish the
building. Homeowner, Nathan Pickard, stated the existing building is a metal
structure, and eventually he plans to remove the metal walls and use rammed
earth to enclose the structure. Subcommittee Member Parker stated she had
been in the building before, and the roof has a low pitch with a large
overhang. Commissioner Turner stated he preferred to see the existing
building on the drawings.
Commissioner Turner inquired about the setback of the structure compared to
other structures along North Denver Avenue. Ms. Jones stated the front step
aligns with the front step of the porch to the north. Commissioner Turner
noted the front porch projects more than the porch on the building to the
south. Subcommittee Member Parker stated, along the southern boundary of
the Brady Heights Historic District, the houses are more spaced apart and
have more variation in setback. Subcommittee Member Parker volunteered to
conduct a study of the setbacks and stated she did not feel this building
would disrupt the historic fabric of the neighborhood. Commissioner Turner
recommended providing a context with the houses around it, roughly a block
north and south of the property.
Commissioner Turner asked if there is space between the existing building
and the proposed building. Ms. Jones replied there is a distance of five feet.
Commissioner Turner expressed concern about using rammed earth
recommended providing an argument for using rammed earth. Ms. Jones
noted the finish on the rammed earth would be similar to that of stucco.
Subcommittee Member Parker stated there are a number of stucco houses in
the Brady Heights Historic District.
Chairman Neal adjourned the HP Permit Subcommittee Meeting at 11:50 AM.
-3-
Survey Photograph
1856 E. 16th St. – Looking South
1856 E. 16th St. – Looking Southwest
1856 E. 16th St. – Looking Southeast
Streetscape – Looking Northwest from Property
Streetscape – Looking Southeast from Property
1824 E. 16th St. – Contributing Structure – Partial Porch
1828 E. 16th St. – Contributing Structure – Partial Porch
1847 E. 16th St. – Contributing Structure – Partial Porch & Prairie Style Windows
1868 E. 16th St. – Contributing Structure – Side Porch and Entry
106 s.f.
311 s.f.
PORCH
SITE PLAN
SIDEWALK
15' SETBACK
DOWNSPOUT
5'-6"
RE
TO ST
E. 16TH ST.
50'
20' SETBACK
DOWNSPOUT
DOWNSPOUT
5'-6"
E
T LIN
DRIVEWAY
2 car depth
parking space
8.5'X36'
DOWNSPOUT
10' SETBACK
PORTA-COCHERE
DOWNSPOUT
19'-7 1/2"
50'
SPOU
NORTH
WATER FLOW =
5'-6"
5' SETBACK
1,071 s.f.
PROJECT SUMMARY
WN
ED DO
PROJECT GENERAL NOTES
PROJECT DIRECTORY
c: 918.902.8209
f: 918.514.0080
[email protected]
PROJECT CONTACT
Brad Lewis
918.688.7412
BUILDING DESIGNER
WSB Homes, LLC
923 Holly Ct.
Sand Springs, OK. 74063
COVERED PORCH
PORTE-COCHERE
76'
1856 E. 16th Street
Tulsa, OK. 74104
10'-6"
MAIN LEVEL
LEGAL JURISDICTION: City of Tulsa, OK.
This project involves new Residential construction
of 1856 E. 16th Street by Lewis Construction.
15'-6"
20'-6"
Lewis Construction
76'
TITLE SHEET
FP.01
XE.01
VICINITY MAP
SHEET INDEX
SITE PLAN & FLOOR PLAN
ELEVATIONS $ ROOF PLAN
ARCHITECTURAL
T.01
TITLE
1856 E. 16th Street
Tulsa, OK. 74104
T.01
Lewis Construction
DESCRIPTION OF PROJECT:
BURI
ET
p: 918.688.7412
NORTH
WATER FLOW =
5' SETBACK
5'-6"
DRIVEWAY
2 car depth
parking space
8.5'X36'
PORCH
10'-6"
SIDEWALK
15' SETBACK
DOWNSPOUT
76'
DOWNSPOUT
5'-6"
E
T LIN
50'
DOWNSPOUT
20' SETBACK
DOWNSPOUT
5'-6"
SPOU
RE
TO ST
E. 16TH ST.
PORTA-COCHERE
DOWNSPOUT
19'-7 1/2"
10' SETBACK
ET
6'-0"
.040
1,770
46.6%
100%
PERCENT
1/8" = 1'
Site plan w/ Neighbor As-builts
.087
3,800
1
ACRES
SQ FT
AREA TYPE
LIVIBILITY AREA
13'-0"
BUILDABLE AREA
1856 E. 16th Street
Tulsa, OK. 74104
C.01
Lewis Construction
13'-0"
15'-0"
76'
10'-0"
50'
WN
ED DO
22'-0"
BURI
p: 918.688.7412
15'-6"
20'-6"
4
4" max
1/2" = 1'
Typ. Railing Detail
3'-0"
1/2" = 1'
Typ. Bracket Detail
4" X 6" CEDER
W/ RADIUS CUT
B
1/4" = 1'
top rail
sub rail
balisters
nailer rail
bottom rail
1/4" = 1'
BRICK
EVE BRACKET
SEE DETAIL
CONCRETE PATIO
Architectural Front View
Architectural Roof Plan
2x4
2x4
2x2
2x4
2x4
1
6X6 POSTS
6/12
1" X 6" BACKER BOARD
4" X 6" CEDER
6/12
12" SOFFIT
RIDGE
3
4"
SHAKE SIDING
DOUBLE HUNG, LOW-E GLASS
W/ PRARIE GRID MUTTIN
EVE BRACKET
6
4" HARDIBOARD
SIDING
12
1X4 TRIM
FIN. FLOOR
DOWNSPOUT
7'-0" H.H.
9' 1-1/8" P.H.
FIN. FLOOR
4
3
2
1/4" = 1'
Architectural Left View
4" HARDIBOARD
SIDING
6
12
BRICK
EVE BRACKET
4" HARDIBOARD
SIDING
Architectural Rear View
1/4" = 1'
FIN. FLOOR
1X4 TRIM
7'-0" H.H.
9' 1-1/8" P.H.
2X12 W/ DRIP EDGE
Architectural Right View
1/4" = 1'
DOWNSPOUT
1X4 TRIM
7'-0" H.H.
9' 1-1/8" P.H.
2X12 W/ DRIP EDGE
15'-8" BUILDING HEIGHT
A
1/4" = 1'
1X4 TRIM
FIN. FLOOR
DOWNSPOUT
7'-0" H.H.
9' 1-1/8" P.H.
Architectural Elevations
BRICK
4" HARDIBOARD
SIDING
BRICK
1856 E. 16th Street
Tulsa, OK. 74104
XE.01
Lewis Construction
50 YR. COMP ROOFING
p: 918.688.7412
5'-6"
5' SETBACK
76'
DRIVEWAY
10'-6"
50'
15' SETBACK
PORCH
E. 16TH ST.
DOWNSPOUT
PORTA-COCHERE
DOWNSPOUT
DOWNSPOUT
5'-6"
ET
Architectural Site Plan
1 1/4" = 1'
SIDEWALK
DOWNSPOUT
20' SETBACK
DOWNSPOUT
22'-0"
SHEAR
REINFORCING AT
ALL
INTERSECTIONS
OF SLAB AND
BEAM TO BE #4
REBAR, 5' LONG &
5' o.c.
BASE FLASHING
SIDING
#2 CONST. GRADE
2x4 STUDS @ 16" o.c.
NOTE:
2x6 STUDS ON ALL
WALLS OVER 10'-0"
SIDING
AS SPEC'D.
1/2" WATER-PROOF
SHEATHING
1x4 CEDAR BD.
OPEN FASCIA
& SOFFIT
DBL. 2x4 TOP SILL
RAFTERS @ 16" o.c.MIN.
BATT INSULATION
COMP. SHINGLES
ROOF DECKING-OSB
RUNNING LONG DIM
PERPENDICULAR TO
ROOF RAFTERS AND
STAGGERED.
51 2"
1'-4"
101 2"
NOTE:
PROVIDE FIRESTOPPING IN CONCEALED
SPACES OF STUD WALLS & PARTITIONS
INCLUDE FURRED SPACES AT CEILING &
FLOOR LEVELS AND ANY WALL HIGHER
THAN 10'-0" ALONG LEGTH OF WALL (TYP.)
3
N.T.S.
Typ. Wall Section
STIRRUPS TO BE
#3 REBAR
#5 REBAR
#6, 6x6 W.W.M.
6 MIL VAPOR BARRIER
4" MIN. SLAB
FINISHED FLOOR LINE
2x4 SILL PLATE TREATED
1/2" GYP WALL BOARD
3-1/2" FIBERGLASS
INSULATION
5'-6 1/4"
SLOPEREF ELEVS.
JOIST BEARING
TIE STRAPS AT EVERY
OTHER ROOF MEMBER,
CONNECTED WITH MIN.
OF 8-EIGHT PENNY
NAILS.
1/2" GYP WALL BOARD
RIDGES ALIGNED, TIE
STRAPS @ 4'-0" o.c.
MAX., CONNECTED W/ MIN.
8-EIGHT PENNY NAILS
DIVIDED EQUALLY ON
BOTH SIDES OF RIDGE.
2x4 COLLAR TIES
EVERY OTHER RAFTER
14'-1 1/2"
6X6 POSTS, TYP.
PORTA-COCHERE
9'-4" CLG.
14'-1 1/2"
2850
2850
26
8
39'-0"
11'-7"
11'-3 1/2"
9'-0" CLG.
6
8
26
6
3'-11 3/4"
8
DRYER
5'-7 3/4"
2850
9'-0" CLG.
6
WASHER
SHELF & ROD
PORCH
2850
5'-7 3/4"
5'-11"
28
T.
6'-9 1/2"
13'-7"
2850
6'-9 1/2"
SLOPE
2020
51 2 "
101 2"
1'-4"
1" = 1'
106 s.f.
311 s.f.
Architectural Main Level
1 1/4" = 1'
Cov. Porch
Porte-cochere
Main Level - Over Frame
1,071 s.f.
Siding to Ground Transition
SHELVES
Square Footage:
1
SHEAR
REINFORCING AT
ALL
INTERSECTIONS
OF SLAB AND
BEAM TO BE #4
REBAR, 5' LONG &
5' o.c.
BASE FLASHING
SIDING
6'-9 1/2"
2850
SLOPE
SLOPE
LIVING ROOM
VAULTED CLG.
VAULTED CLG.
BREAKFAST
9'-0"
VAULTED CLG.
KITCHEN
30" RANGE
SHELF & ROD
6068 BYPASS
9'-9 3/4"
SLOPE
VAULTED CLG.
FRIDGE
SLOPE
3068 EXT.
13'-5 1/4"
6068 BYPASS
MASTER SUITE
SLOPE
3'-7 1/2"
24'-10 1/2"
IN
2468 INT.
5068 BYPASS
BEDROOM #2
7'-5 1/2"
6068 BYPASS
SHELF & ROD
2468 INT.
BATH
9'-0" CLG.
5'-6 1/4"
9'-0" CLG.
BEDROOM #3
9'-0" CLG.
M. BATH
2468 INT.
5'-7 1/2"
4'-8 1/2"
CABINET
3080 ARCH
5'-6"
76'
SHELVES
24'-10 1/2"
10'-1 3/4"
11'-5 1/4"
LIN CAB.
2868 INT.
5'-10 3/4"
10'-4"
2'-4 1/2"
CABINET
3050
19'-7 1/2"
TRE
TO S
WATER FLOW =
NORTH
10' SETBACK
15'-6"
20'-6"
2868 INT.
3'-6 1/4"
2'-4 1/2"
13'-0 3/4"
SINK
D/W
2'-7 3/4"
3'-0"
3'-0"
11'-1 3/4"
2'-6"
3'-8"
2020
2020
3030
3050
3050
40'-8 1/2"
11'-9 1/2"
9'-1-1/8"
50'-0"
45'-0"
30'-2 1/4"
5'-0"
4'-1 3/4"
12'-2"
11'-7"
2'-3 1/2"
10'-8 1/4"
4'-3 1/2"
5'-0"
STD. WALL HEIGHT-UNLESS OTHERWISE NOTED
1856 E. 16th Street
Tulsa, OK. 74104
FP.01
Lewis Construction
50'
LINE
2'-2"
IED
OUT
2'-0"
BUR
NSP
DOW
p: 918.688.7412
©
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6
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Flat Grille
Simulated Divided Lites (SDL)
For a true “paned” window look, our simulated divided lites feature bars that are
permanently adhered to both the interior and exterior glass; an optional shadow bar
between the panes of glass is also available. Available in 7/8" width only.
Note: All options are subject to regional availability. Contact your local JELD-WEN dealer for more information.
*Check with your JELD-WEN dealer for two tone grid availability.
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JELD-WEN BRICKMOULD VINYL WINDOWS
®
Whether you’re remodeling homes or creating them from scratch, you want them to look as attractive
as possible. With Brickmould Vinyl windows and patio doors from JELD-WEN, they will. They’re available in a
range of sizes, and you can count on each one to be durable, secure, energy efficient and reliable.
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JELD-WEN.COM
AWNING & CASEMENT WINDOWS
Premium Vinyl awning windows present a classic look and practical features. Awning windows are hinged at the top and
swing out to provide ventilation while offering protection from wind and rain. An ideal choice for a contemporary home,
our Premium Vinyl casement windows are available with hinges on either the left or right side, facilitating the sash as it
opens outward in a swinging motion. In addition, the hinged side of the sash moves away from the jamb, which makes it
possible to reach between the sash and the window frame for easy cleaning.
Standard Features
• Color: White
• Nesting handle
• All frames are assembled utilizing fusion-welded
technology for added strength and durability
• Frames incorporate a traditional Brickmould profile with an
integral J-channel and nailing fin
• Frame jamb depth is 3-3/8"
• Sash is 2-1/4" thick (57.15mm)
• Insulating Low-E glass
• Finpile weatherstrip applied along full perimeter of operating sash
• Double row of nylon-encased, closed-cell foam
weatherstrip along full perimeter of the frame
• Awnings utilize scissor hardware with corrosion-resistant
coating and two single actuating handle locks; color-matched lock
and operator
• Casements utilize dual-arm operators with corrosion-resistant coating
and a multipoint lock with a single actuating handle (some smaller
units utilize a single-arm dyad operator)
Casement window exterior, shown
in Chestnut Bronze
• Fiberglass charcoal-color insect screen in aluminum frame to match
the color of the unit*
• DP C50 rating**
Optional Features
• Color: Desert Sand or Almond
• EverTone™ colors: Chestnut Bronze and Dark Chocolate
• Simulated divided lites (SDL) available in 7/8" profile
• Grilles between the glass (GBG) with 5/8" or 7/8" flat
or 1" contour grilles
• Insulating glass available in clear, LoĐ³-366, tinted, textured,
laminated or Neat® (subject to regional availability)
Awning Window exterior, shown in White
• All glass is available tempered
*Insect screens are intended to allow air and light in while keeping insects out. They are not intended to stop children from falling through an
open window. For safety screens or other security devices, contact your local building supply retailer.
**Depending on size and configuration, these products may qualify at a higher DP rating. Check with your supplier for
more information.
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DOUBLE-HUNG, SINGLE-HUNG TILT SASH
& SLIDING WINDOWS
The double-hung is a traditional window style often associated with Georgian architecture.
Each double-hung window features an upper and lower sash that slide vertically past each
other in a single frame. Each of our single-hung tilt sash windows includes a fixed top sash
and a bottom sash that slides vertically. The tilt sash feature allows for easy cleaning.
Sliding windows are composed of two sashes—one that is fixed and one that slides
either left or right on grooves or tracks. The operating sash can be removed to make
Double-hung window exterior,
shown in White
cleaning a snap.
Standard Features
• Color: White
• All frames are assembled utilizing fusion-welded technology for added
strength and durability
• Frames incorporate a traditional Brickmould profile with an integral
J-channel and nailing fin
• Insulating Low-E glass
• Double-hung tilt sash for easy cleaning
• Style Cam-Lock
• High-quality finpile weatherstrip applied along the full perimeter
of the operating sash
• Fiberglass charcoal-color insect screen in aluminum frame to match
the color of the unit*
• Double-hung jamb depth is 3-5/8"
Single-Hung tilt sash exterior,
shown in White and Desert Sand
• Single-hung and sliding Jamb depth is 2-29/32"
• DP 20 rating
Optional Features
• Color: Desert Sand or Almond
• EverTone™ colors: Chestnut Bronze and Dark Chocolate
• Simulated divided lites (SDL) available in 7/8" profile
• Grilles between the glass (GBG) with 5/8" or 7/8" flat or 1" contour grilles
• Insulating glass available in clear, LoĐ´³-366, tinted, textured, laminated or Neat®
(subject to regional availability)
• All glass is available tempered
• DP 50 rating**
• Secondary stops for nighttime ventilation
•
ADA-Compliant option also available
*Insect screens are intended to allow air and light in while keeping insects out. They are not intended to
stop children from falling through an open window. For safety screens or other security devices, contact
your local building supply retailer.
**Depending on size and configuration, these products may qualify at a higher DP rating. Check with your
supplier for more information.
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JELD-WEN.COM
Sliding window exterior,
shown in Desert Sand
Houses along E. 16th St.
1812*
1819*
1816*
1815*
1807
1811*
1803*
1808*
1601 S. Victor Ave*
* indicates Contributing Structure
Houses along E. 16th St.
1824*
1831*
1836*
1823*
1828*
1835*
1820*
1825
1832
* indicates Contributing Structure
Houses along E. 16th St.
1843
1848*
1855*
1840*
1847*
1852*
1839*
1844*
1851*
* indicates Contributing Structure
Houses along E. 16th St.
1860
1867
1872*
1859*
1864*
1871
1856
1863*
1868*
* indicates Contributing Structure