Post on 26-Jun-2018
E U B A N K S G R O U P A R C H I T E C T S
4 1 1 6 C E N T E R S T . H O U S T O N , T E X A S 7 7 0 0 7( 7 1 3 ) 5 2 2 - 2 6 5 2 / F A X : ( 7 1 3 ) 5 2 2 - 2 6 5 3
2 3 2 8 B A L L S T . G A L V E S T O N , T E X A S 7 7 5 5 0 ( 4 0 9 ) 6 2 1 - 1 9 0 0 / F A X : ( 4 0 9 ) 6 2 1 - 1 9 9 9
W W W . E U B A N K S - A R C H I T E C T S . C O M
790 S. CASTELL AVE. NEW BRAUNFELS, TX 78130 ( 8 3 0 ) 6 2 5 - 2 6 5 2 / F A X : ( 8 3 0 ) 6 2 5 - 2 6 5 4
A D I V I S I O N O F A R C O L A , I N C O R P O R A T E D
Memo Project: 1505 North Blvd. –New Guest House and Carriage House Addition
29 June, 2017 [Click Here]
To: City of Houston Historical Commission From: Eubanks Group Architects [Click Here] Document9
Re: 1505 North Blvd, Written Description Page 1 of 2 Subject of Proposal: The existing carriage house located at 1505 North Blvd. in the Broadacres Historic District will receive an approximate 190 sf addition to the first floor. Additionally, a new single-story guest house structure will be built in the rear yard. The existing brick & frame site structure was designed by known Houston architect John F. Staub. The carriage house serves as the garage to the separate main house structure which is deemed a contributing historic structure to the neighborhood. Please note that a separate COA application was recently submitted and approved by the HAHC for the remodel and addition of the main house structure and an adjoining porte cochere. The home sits on a corner lot with its front façade facing North Blvd. and east façade facing West Blvd. The structure is a two-story brick and frame residence. The carriage house is also a two-story brick and frame structure and sits in the southwest corner of the property and consists of three north facing car bays. Along with the carriage house addition, it is the intention of the home owners to construct a new, freestanding single-story guest house structure on the rear property to complement the existing site features and architecture of the home. Rather than greatly modifying the existing main house to incorporate the desired additional square footage, it was determined that a new structure would allow the main house to remain nearly untouched (with the exception of the approved mud room addition). The placement and detailing of the structure fit in well with the existing ivy arches creating a harmonious setting. Proposed Work: A: Addition to existing carriage house (garage structure): The proposed work to the carriage house consists of an approximate 190 sf addition on the south side of the structure. Additional work includes the removal & replacement of an existing overhead garage door which will be replaced by a pair of swinging “barn style” doors. Several other existing exterior doors will be removed and replaced with new to match the existing (refer to plans). The existing composition shingle roof will be removed and replaced with a new composition shingle roof that matches the main house. All existing windows are to be restored. The use of the new addition will be that of a workshop and storage. Materials: The new addition will be a brick & frame structure to match the existing. The roof will be composition shingle to match that on the carriage house. The one new window will be painted wood to match the existing. The cornice and gutter detailing and materials will also match that of the existing carriage house structure. All of the original brick veneer will remain on the carriage house with the exception of that being removed for the new addition. The removed brick will be salvaged and used for the new addition.
E U B A N K S G R O U P A R C H I T E C T S A D I V I S I O N O F A R C O L A , I N C O R P O R A T E D
S:\Data\Scheurich Residende - North Blvd-17101\Scheurich Residence-17101 - DOCs\Scheurich HOA and HAHC requirements\5.30.17-Guest House HAHC Submittal Package\Memo-5.26.17-1505 North Blvd Written Description-HAHC.docx
2
B: Proposed new guest house: Proposed Work: Located in the rear yard of the main house will be a new, approximate 1,030 sf single-story guest house structure. The placement of the structure will be centered on and directly across from the French doors within the formal living room of the main house. The architectural style will be consistent with that of the main house, integrating 3 pairs of French doors, a hip roof and similar cornice detailing. Two decorative metal awnings, located on the east and west sides will match those being added to the main house as well. Materials: Exterior materials on the guest house will match the main house, with brick veneer on all sides. There will be three new solid wood painted French doors with proportions and detailing to match those along the existing south elevation of the main house. The roof will be composition shingle with a painted cornice and copper gutters and downspouts to also match the main house.
1505 North Blvd. – Elevation Photographs
North, street facing elevation
East elevation facing West. Blvd.
1505 North Blvd. – Elevation Photographs
Looking West towards rear yard/arches
View through arches towards south elevation
1505 North Blvd. – Elevation Photographs
Carriage House – north elevation
Carriage House – south elevation
1505 North Blvd. – Elevation Photographs
Carriage House ‐West Elevation
Carriage House ‐ East Elevation
SCALE: 1/8"=1'-0"
0' 8' 16' 32'2' 4'
NORTH BOULEVARD(60' R.O.W.)
N 90 D 00' 00" E 220.80'
EXISTING GRAVEL DRIVE
EXISTING TWO STORYBRICK & FRAME RESIDENCE
EXISTING TWO STORY BRICK & FRAME GARAGE
N 0
0 D
11' 0
4"
E 1
86.5
0'
150' FRONT GARAGE SETBACK LINE
EXISTING LAWN
EXISTING SPORTSCOURT ON CONCRETE
PAVEMENT
EXISTING LAWN
EXISTING LAWN
EXISTING LAWN EXISTING LAWN
EXISTING LAWN
EXISTING LAWN
LOT 8
BROADACRESVOL. 6 PG. 20, H.C.M.R.
30
' BUI
LD
ING
LIN
E(V
OL. 528, PG
. 274
, H.C
.D.R
.)
20
' BUI
LD
ING
LIN
E(V
OL. 528, PG
. 274
, H.C
.D.R
.)
S 0
0D
00
' 00
" E 1
86.5
0'
WES
T B
OU
LEV
AR
D(9
1' R
.O.W
.)
n 90D 00' 00" W 221.40'
LOT 7BROADACRES
VOL. 6, PG. 20, H.C.M.R.
10' REAR GARAGE SETBACK LINE(VOL. 528, PG. 274, H.C.D.R.
5' UTILITY EASEMENT (VOL. 528, PG. 274, H.C.D.R.
CHAIN LINK FENCE
30
' BUI
LD
ING
LIN
E(V
OL. 528, PG
. 274
, H.C
.D.R
.)
EXISTING GRAVEL DRIVE
WOODFENCE
EXISTING CHAIN LINK FENCE
EXISTINGTERRACE
20
' BUI
LD
ING
LIN
E(V
OL. 528, PG
. 274
, H.C
.D.R
.)
10' S
IDE G
AR
AG
E S
ETB
AC
K L
INE
(VO
L. 528, PG
. 274
, H.C
.D.R
.)
60' BUILDING LINE(VOL. 528, PG. 274, H.C.D.R.)
COVERED PORCH
EXISTING LAWN
EXISTING LAWN
WOODFENCE
30" OAK 28" OAK 24" OAK 36" OAK 34" OAK 36" OAK
14" TREE
24" OAK
10" MAG
6" TREE
24" OAK
4" OAK
34" OAK
6" TREE
10" OAK 28" OAK
20" OAK
8" MAG
11" MAG
30" OAK
11" MAG
9" MAG
20" OAK
4" C. MYRTLE
4" OAK
15" MAG
10" OAK
30" OAK
15" OAK
12" MAG
20" OAK30" OAK
10" MAG
12" MAG
6" TREE
13" MAG
17" MAG
18" MAG20" C. MYRTLE
12" C. MYRTLE
14" MAG30" TREE
12" C. MYRTLE
6" C. MYRTLE
14" C. MYRTLE
13" MAG
12" C. MYRTLE
6" C. MYRTLE
14" C. MYRTLE
13" MAG
6" HACK
24" OAK
17" OAK 7" MAG
12" C. MYRTLE
12" C. MYRTLE
7" MAG12" C. MYRTLE
12" C. MYRTLE
15" C. MYRTLE
15" C. MYRTLE8" C. MYRTLE
16" MAG
15" TREE
12" TREE
38" OAK
16" MAG
34" OAK
4" MAG
15" MAG
10" MAG
12" C. MYRTLE
40" OAK
6" OAK
10" C. MYRTLE7" C. MYRTLE
17" MAG
10" OAK
26" OAK
15" TREE
6" HACK
10" C. MYRTLE
10" C. MYRTLE
PROPERTY LINE
PR
OPER
TY L
INE
PROPERTY LINE
PR
OPER
TY L
INE
23'-8 1/2"
CHAIN LINK FENCE
REMOVE EXISTINGHARDSCAPE
REMOVE EXISTINGHARDSCAPE
REMOVE EXISTINGHARDSCAPE
EXISTINGPORTE COCHERE
ARBORS TO REMAIN ARBORS TO REMAIN
(MAIN HOUSE & PORTE COCHERE WORK SCOPE APPROVED UNDER SEPARATE HAHC REVIEW)
LEGEND:INDICATES EXISTING TO REMAIN
INDICATES EXISTING TO BE REMOVED
INDICATES EXISTING STRUCTURE TO REMAIN
S H E E T C O N T E N T S :
D A T E O F P L O T:
WWW.EUBANKS-ARCHITECTS.COM
2328 BALL ST. GALVESTON, TEXAS 77550TEL.(409) 621-1900 - FAX.(409) 621-1999
4116 CENTER ST. HOUSTON, TEXAS 77007TEL.(713) 522-2652 - FAX.(713) 522-2653
A DIVISION OF ARCOLA, INCORPORATED
C O N S U L T A N T S E A L :
P R O J E C T C O N T A C T S :
S H E E T N U M B E R :
P R O J E C T N U M B E R :
These Drawings and Specifications are copyrighted; they are and shall remain the property of Arcola Inc. d/b/a Eubanks Group Architects ("Architect") They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to Architect. Contractor is responsible for confirming and correlating dimensions at job site; Architect will not be responsible for construction means, methods, techniques or procedures, or for safety precautions and programs in connection with the project.
Copyright 2016 Arcola Inc.
E U B A N K S G R O U P A R C H I T E C T S
6/29/20173:06:50 PM
17101
A1.1.3
GUEST & CARRIAGE HOUSE- EXISTING/DEMO SITE PLAN
MICHAEL DREEF, AIATRESSA MANN
BROAD ACRES1505 NORTH BLVD
HOUSTON, TEXAS 77006
SCHEURICH ESTATE
6.29.17
NORTH
1/8" = 1'-0"01EXISTING/DEMO SITE PLAN
D A T E O F I S S U E
# ISSUE PHASE ISSUE DESCRIPTION DATECD HOA Review Issue 5.24.17CD HAHC Review Issue 6.29.17
PAPAPA
PA
PA
PA PA
PA
PA
PA PA
PA
PA
PA
PA
LAWN
LAWN
LAWN
LAWN LAWN
LAWN
PA
PA
PA
SPORTS COURT
GRAVEL
MOTOR COURT
GRAVEL
GRAVEL
GRAVEL
LAWN
x12'-0" 34'-7"
x10'-9" 14'-7"
NORTH BOULEVARD(60' R.O.W.)
N 90 D 00' 00" E 220.80'
EXISTING GRAVEL DRIVE
EXISTING TWO STORYBRICK & FRAME RESIDENCE
EXISTING TWO STORY BRICK & FRAME GARAGE
N 0
0 D
11' 0
4"
E 1
86.5
0'
150' FRONT GARAGE SETBACK LINE
EXISTING LAWN
EXISTING SPORTSCOURT ON CONCRETE
PAVEMENT
EXISTING LAWN
EXISTING LAWN
EXISTING LAWN EXISTING LAWN
EXISTING LAWN
EXISTING LAWN
LOT 8
BROADACRESVOL. 6 PG. 20, H.C.M.R.
30
' BUI
LD
ING
LIN
E(V
OL. 528, PG
. 274
, H.C
.D.R
.)
20
' BUI
LD
ING
LIN
E(V
OL. 528, PG
. 274
, H.C
.D.R
.)
S 0
0D
00
' 00
" E 1
86.5
0'
WES
T B
OU
LEV
AR
D(9
1' R
.O.W
.)
n 90D 00' 00" W 221.40'
LOT 7BROADACRES
VOL. 6, PG. 20, H.C.M.R.
10' REAR GARAGE SETBACK LINE(VOL. 528, PG. 274, H.C.D.R.
5' UTILITY EASEMENT (VOL. 528, PG. 274, H.C.D.R.
CHAIN LINK FENCE
30
' BUI
LD
ING
LIN
E(V
OL. 528, PG
. 274
, H.C
.D.R
.)
EXISTING GRAVEL DRIVE
WOODFENCE
EXISTING CHAIN LINK FENCE
EXISTINGTERRACE
20
' BUI
LD
ING
LIN
E(V
OL. 528, PG
. 274
, H.C
.D.R
.)
10' S
IDE G
AR
AG
E S
ETB
AC
K L
INE
(VO
L. 528, PG
. 274
, H.C
.D.R
.)
60' BUILDING LINE(VOL. 528, PG. 274, H.C.D.R.)
NEW SINGLE STORYBRICK & FRAME
STRUCTURE
EXISTING LAWN
EXISTING LAWN
EXISTING LAWN
WOODFENCE
30" OAK 28" OAK 24" OAK 36" OAK 34" OAK 36" OAK
14" TREE
24" OAK
10" MAG
6" TREE
24" OAK
4" OAK
34" OAK
6" TREE
10" OAK 28" OAK
20" OAK
8" MAG
11" MAG
30" OAK
11" MAG
9" MAG
20" OAK
4" C. MYRTLE4" OAK
15" MAG30" OAK20" OAK30" OAK
12" MAG
6" TREE
20" C. MYRTLE
12" C. MYRTLE
14" MAG30" TREE
12" C. MYRTLE
6" C. MYRTLE
14" C. MYRTLE
13" MAG
12" C. MYRTLE
6" C. MYRTLE
14" C. MYRTLE
13" MAG
6" HACK
24" OAK
28" OAK
18" OAK
17" OAK 7" MAG
12" C. MYRTLE
12" C. MYRTLE
7" MAG12" C. MYRTLE
12" C. MYRTLE
15" C. MYRTLE
15" C. MYRTLE8" C. MYRTLE
16" MAG
15" TREE
12" TREE
38" OAK
16" MAG
34" OAK
4" MAG
15" MAG
10" MAG
12" C. MYRTLE
40" OAK
6" OAK
10" C. MYRTLE7" C. MYRTLE
30" OAK
17" MAG
10" OAK15" TREE
6" HACK
10" C. MYRTLE
10" C. MYRTLE
PROPERTY LINE
PR
OPER
TY L
INE
PR
OPER
TY L
INE
PROPERTY LINE
NEW STEEL& COPPERAWNING ABOVE
NEW STEEL& COPPER AWNINGABOVE
NEW STEEL& COPPER AWNINGABOVE
26'-0
"
4'-7 3/4" 14'-10"
30
'-10
"
14'-10"26'-0
"
39'-8"
4'-7 3/4" 14'-10"
30
'-10
"
14'-10" 23'-8 1/2"
81'-9
1/4
"
26'-0
"
1,032 SF CONDITIONED SPACE
107'-3 5/16"
10'-3 7
/16"
NEW SINGLESTORY BRICK
& FRAMEADDITION190 S.F.
CONDITIONEDSPACE
26'-7"
31'-1 1/16" 31'-6 5/8"
3'-8 3/32"
8'-0"
25'-4"
16'-3 3
/4"
5'-6 3
1/32"
16'-8"
15'-4"
10'-0
"
COVERED PORCH EXISTING
PORTE COCHERE
(MAIN HOUSE & PORTE COCHERE WORK SCOPE APPROVED UNDER SEPARATE HAHC REVIEW)
INDICATES NEW STRUCTURE
LEGEND:
INDICATES EXISTINGTO REMAIN
S H E E T C O N T E N T S :
D A T E O F P L O T:
WWW.EUBANKS-ARCHITECTS.COM
2328 BALL ST. GALVESTON, TEXAS 77550TEL.(409) 621-1900 - FAX.(409) 621-1999
4116 CENTER ST. HOUSTON, TEXAS 77007TEL.(713) 522-2652 - FAX.(713) 522-2653
A DIVISION OF ARCOLA, INCORPORATED
C O N S U L T A N T S E A L :
P R O J E C T C O N T A C T S :
S H E E T N U M B E R :
P R O J E C T N U M B E R :
These Drawings and Specifications are copyrighted; they are and shall remain the property of Arcola Inc. d/b/a Eubanks Group Architects ("Architect") They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to Architect. Contractor is responsible for confirming and correlating dimensions at job site; Architect will not be responsible for construction means, methods, techniques or procedures, or for safety precautions and programs in connection with the project.
Copyright 2016 Arcola Inc.
E U B A N K S G R O U P A R C H I T E C T S
17101
A1.2.3
GUEST & CARRIAGE HOUSE- NEW SITE PLAN
MICHAEL DREEF, AIATRESSA MANN
BROAD ACRES1505 NORTH BLVD
HOUSTON, TEXAS 77006
SCHEURICH ESTATE
6.29.17
1/8" = 1'-0"01NEW SITE PLAN
NORTH
D A T E O F I S S U E
# ISSUE PHASE ISSUE DESCRIPTION DATECD HOA Review Issue 5.24.17CD HAHC Review Issue 6.29.17
CK LINE
15" OAK
3' HT. BRICKPARAPET WALL
NEW STEELPORTE COCHEREEQUIPMENT
DECK
EXISTING COMPOSITIONSHINGLE ROOF TO REMAIN
6 3/8:126 3/8:12 7 3/4
:12
7 3/4
:12
7 3/4
:12
7 3/4
:12
8 3/8:128 3/8:12
8 3/8:12
7 3/4
:12
7 3/4
:12
8:128:12
8:12
8:12
8:12
8:12
BALCONY BELOW
NEW DECORATIVE STEELAWNING W/ COPPER ROOF
NEW DECORATIVESTEEL AWNINGW/ COPPER ROOF
NEW COMPOSITIONSHINGLE ROOF TOMATCH EXISTING HOUSE
NEW COPPER GUTTER & DOWNSPOUTTO MATCH EXISTING AT MAIN HOUSE
NEW DECORATIVESTEEL AWNING W/COPPER ROOF
NEW COPPERGUTTER & DOWNSPOUTTO MATCH EXISTINGAT CARRIAGE HOUSE
NEW DECORATIVESTEEL AWNING W/COPPER ROOF MATCH EXIST.
ROOF SLOPE4:12
4:12
4:12
4:12
1/2:12
EXISTING COMPOSITIONSHINGLE ROOF
(MAIN HOUSE & PORTE COCHERE WORK SCOPE APPROVED UNDER SEPARATE HAHC REVIEW)
MATCH EXIST.ROOF SLOPE
EXISTING COMPOSITIONSHINGLE ROOF
EXISTING COMPOSITIONSHINGLE ROOF TO REMAIN
6 3/8:126 3/8:12 7 3/4
:12
7 3/4
:12
7 3/4
:12
7 3/4
:12
8 3/8:128 3/8:12
8 3/8:12
7 3/4
:12
7 3/4
:12
EXISTING EAVETO REMAIN
EXISTING EAVETO REMAIN
EXISTINGMASONRYTO REMAIN
UP
4
22
1
1
3
3
1
1 5
= INDICATES AREA OF NEW ROOF STRUCTURE
LEGEND:
S H E E T C O N T E N T S :
D A T E O F P L O T:
WWW.EUBANKS-ARCHITECTS.COM
2328 BALL ST. GALVESTON, TEXAS 77550TEL.(409) 621-1900 - FAX.(409) 621-1999
4116 CENTER ST. HOUSTON, TEXAS 77007TEL.(713) 522-2652 - FAX.(713) 522-2653
A DIVISION OF ARCOLA, INCORPORATED
C O N S U L T A N T S E A L :
P R O J E C T C O N T A C T S :
S H E E T N U M B E R :
P R O J E C T N U M B E R :
These Drawings and Specifications are copyrighted; they are and shall remain the property of Arcola Inc. d/b/a Eubanks Group Architects ("Architect") They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to Architect. Contractor is responsible for confirming and correlating dimensions at job site; Architect will not be responsible for construction means, methods, techniques or procedures, or for safety precautions and programs in connection with the project.
Copyright 2016 Arcola Inc.
E U B A N K S G R O U P A R C H I T E C T S
6/29/20173:07:35 PM
17101
A1.3.3
GUEST & CARRIAGE HOUSE- EXISTING/DEMO AND NEW
ROOF PLAN
MICHAEL DREEF, AIATRESSA MANN
BROAD ACRES1505 NORTH BLVD
HOUSTON, TEXAS 77006
SCHEURICH ESTATE
6.29.17
1/8" = 1'-0"16NEW ROOF PLAN
NORTH
1/8" = 1'-0"01EXISTING ROOF PLAN
NORTH
EXISTING EAVE TO REMAIN
EXISTING EAVETO REMAIN
1/8" = 1'-0"04CARRIAGE HOUSE FIRST FLOOR EXIST./DEMO PLAN
KEYED DEMO PLAN NOTES
1REMOVE & REPLACE EXISTINGEXTERIOR DOORS.
2 REMOVE EXISTING MILLWORK.
3REMOVE & REPLACE EXISTING 3 PHASEELECTRICAL SERVICE.
4REMOVE & REPLACE EXISTING WATERHEATER AS INDICATED ON THE PLANS.
NORTH
5REMOVE & SALVAGE BRICK VENEERAT AREA OF ADDITION
D A T E O F I S S U E
# ISSUE PHASE ISSUE DESCRIPTION DATECD HOA Review Issue 5.24.17CD HAHC Review Issue 6.29.17
x12'-2" 12'-1"
x12'-5" 16'-4"x12'-5" 24'-1"
x12'-0" 34'-7"
x10'-9" 14'-7"
(60' R.O.W.)
N 90 D 00' 00" E 220.80'
EXISTING GRAVEL DRIVE
N 0
0 D
11' 0
4"
E 1
86.5
0'
150' FRONT GARAGE SETBACK LINE
EXISTING LAWN
EXISTING SPORTSCOURT ON CONCRETE
PAVEMENT
EXISTING LAWN
EXISTING LAWN
EXISTING LAWN EXISTING LAWN
EXISTING LAWN
EXISTING LAWN
BROADACRESVOL. 6 PG. 20, H.C.M.R.
30
' BUI
LD
ING
LIN
E(V
OL. 528, PG
. 274
, H.C
.D.R
.)
20
' BUI
LD
ING
LIN
E(V
OL. 528, PG
. 274
, H.C
.D.R
.)
S 0
0D
00
' 00
" E 1
86.5
0'
(91' R
.O.W
.)
n 90D 00' 00" W 221.40'
10' REAR GARAGE SETBACK LINE(VOL. 528, PG. 274, H.C.D.R.
5' UTILITY EASEMENT (VOL. 528, PG. 274, H.C.D.R.
CHAIN LINK FENCE
30
' BUI
LD
ING
LIN
E(V
OL. 528, PG
. 274
, H.C
.D.R
.)
EXISTING GRAVEL DRIVE
WOODFENCE
EXISTING CHAIN LINK FENCE
EXISTINGTERRACE
20
' BUI
LD
ING
LIN
E(V
OL. 528, PG
. 274
, H.C
.D.R
.)
10' S
IDE G
AR
AG
E S
ETB
AC
K L
INE
(VO
L. 528, PG
. 274
, H.C
.D.R
.)
60' BUILDING LINE(VOL. 528, PG. 274, H.C.D.R.)
39'-8"
W/D
REFG.RANGE
SINK DW
(LIVING + KITCHEN)
03A3.0.3
23A3.0.3
18'-8 1/2" 34'-7" 33'-7 1/2"
86'-11"
35'-0
"4'-8"
8"
4'-8"
4'-7 3/4" 14'-10"
35'-8"
15'-0
1/4
"30
'-10
"
86'-11" 4'-7 3/4" 14'-10" 23'-8 1/2"90'-11"
58'-11
"
HB
POOLBATH
107'-3 5/16"
LOUVEREDSHOWERENCLOSURE
12A3
.0.3
02A3.0.3
22A3.0.3
27A3
.0.3
28A3
.0.3 STORAGE/
WORKSHOP
1 CARGARAGE
2 CAR GARAGE
METALAWNING
METALAWNING
106
104
103 102
101
100
D
Q
D
Q
105104
103 102 101
100
CC
105
13A3
.0.3
EXISTING TWO STORYBRICK & FRAME RESIDENCE
106
31'-6 5/8"
3'-8 3/32"
16'-3 3
/4"
5'-6 3
1/32"
10'-1
21/
32"
15'-4" 2
5'-6 9
/32"
8'-0"
12'-4" 30'-11"
10'-3 5
/32"
GUESTBEDROOM
EXERCISEROOM
LIVING
KITCHEN
BATH
CLO.STO.
26'-0
"
COVERED PORCH EXISTING
PORTE COCHERE
(MAIN HOUSE & PORTE COCHERE WORK SCOPE APPROVED UNDER SEPARATE HAHC REVIEW)
16'-8"
VAULTED CLG.
SCALE: 1/8"=1'-0"
0' 8' 16' 32'2' 4'
LEGEND:= INDICATES EXISTING WALLSTO REMAIN
= INDICATES NEW FRAMING
= INDICATES NEW BRICK VENEER
S H E E T C O N T E N T S :
D A T E O F P L O T:
WWW.EUBANKS-ARCHITECTS.COM
2328 BALL ST. GALVESTON, TEXAS 77550TEL.(409) 621-1900 - FAX.(409) 621-1999
4116 CENTER ST. HOUSTON, TEXAS 77007TEL.(713) 522-2652 - FAX.(713) 522-2653
A DIVISION OF ARCOLA, INCORPORATED
C O N S U L T A N T S E A L :
P R O J E C T C O N T A C T S :
S H E E T N U M B E R :
P R O J E C T N U M B E R :
These Drawings and Specifications are copyrighted; they are and shall remain the property of Arcola Inc. d/b/a Eubanks Group Architects ("Architect") They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to Architect. Contractor is responsible for confirming and correlating dimensions at job site; Architect will not be responsible for construction means, methods, techniques or procedures, or for safety precautions and programs in connection with the project.
Copyright 2016 Arcola Inc.
E U B A N K S G R O U P A R C H I T E C T S
6/29/20173:08:30 PM
17101
A2.0.3
GUEST & CARRIAGE HOUSE- KEY SITE/FIRST FLOOR
PLAN
MICHAEL DREEF, AIATRESSA MANN
BROAD ACRES1505 NORTH BLVD
HOUSTON, TEXAS 77006
SCHEURICH ESTATE
6.29.17
1/8" = 1'-0"01KEY OVERALL SITE/FIRST FLOOR PLAN
D A T E O F I S S U E
# ISSUE PHASE ISSUE DESCRIPTION DATECD HOA Review Issue 5.24.17CD HAHC Review Issue 6.29.17
NEW ADDITIONEXISTING TO REMAIN
106100101
NEW PAIR OFSWINGINGDOORS
11'-4"
23'-5"
6"
TOP OFRIDGE
TOPOF FIN.FLOORTOP OFGRADE
TOP OFRIDGE;V.I.F.
C C
NEW BRICKVENEER; MATCHEXISTING
8'-8 1
/2"
14'-5 1
/2"
6"
11'-8"
23'-5"
TOP OFRIDGE
TOPOF FIN.FLOOR
TOP OFGRADE
BOTTOMOF EAVE
BOTTOMOF EXIST.EAVE
BOTTOMOF EAVE@ ADDTN.
NEW ADDITIONEXISTING TO REMAIN
11'-4"
TOP OFRIDGE; ALIGN W/ EXIST.
BOTTOMOF EAVE@ ADDTN.
(V.I.
F.)
9'-4
"
(V.I.
F.)
6'-8"
NEW PAIR OFSWINGINGDOORS
104
Q Q
102103
23'-5"
6"8'-8 1
/2"
14'-5 1
/2"
TOP OFRIDGE
TOP OFFIN. FLOOR
TOP OFGRADE
BOTTOMOF EAVE
BOTTOMOF EAVE
NEW ADDITION EXISTING TO REMAIN
MATCH EXISTINGBRICK ONCARRIAGE HOUSE
MATCHEXISTING ROOF
Q D Q D
B B
105
COPPER GUTTER& DOWNSPOUT
23'-5"
6"
TOP OFRIDGE
TOP OFFIN. FLOOR
TOP OFGRADE
COMPOSITIONSHINGLES TO MATCHMAIN HOUSE
PAINTEDWOODPILASTERS
103 102 101
FIXED FRENCH DOORSTO MATCH MAIN HOUSESOUTH ELEV. DOORS
TOP OFFIN. FLOOR
5'-3 1
/4"
12'-5 3
/4"
6"
TOP OFGRADE
BOTTOMOF EAVE
TOP OFRIDGE
NEW BRICK VENEER;MATCH EXISTING
COPPERGUTTER &DOWNSPOUT
PAINTED ENTABLATURE
COPPER GUTTER& DOWNSPOUT
MATCH EXISTINGBRICK ON MAIN HOUSE
TOP OFFIN. FLOOR
5'-3 1
/4"
12'-5 3
/4"
6"
TOP OFGRADE
BOTTOMOF EAVE
TOPOF RIDGE
17'-9"METAL
AWNING
MATCH EXISTINGBRICK ON MAINHOUSE
100
C
5'-3 1
/4"
12'-5 3
/4"
6"
BOTTOMOF EAVE
TOP OFRIDGE
TOP OFFIN. FLOOR
TOP OFGRADE
PAINTEDENTABLATURE
COPPER GUTTER& DOWNSPOUT
COPPERAWNING
MATCH EXISTINGBRICK ON MAINHOUSE
PAINTED WOODPILASTERS
COMPOSITIONSHINGLES TO MATCHMAIN HOUSE
LOUVEREDSHOWERENCLOSURE
104105
C106
5'-3 1
/4"
12'-5 3
/4"
6"
TOP OFGRADE
BOTTOMOF EAVE
TOPOF RIDGE
TOP OFFIN. FLOOR
17'-9"
23'-5"
6"8'-8 1
/2"
14'-5 1
/2"
TOP OFRIDGE
TOP OFFIN. FLOOR
TOP OFGRADE
BOTTOMOF EAVE
BOTTOMOF EAVE
8'-8 1
/2"
14'-5 1
/2" 2
3'-5"
6"
TOP OFRIDGE
TOP OFFIN. FLOOR
TOP OFGRADE
BOTTOMOF EAVE
BOTTOMOF EAVE
8'-8 1
/2"
14'-5 1
/2"
6"
23'-5"
11'-8"
TOP OFRIDGE
TOPOF FIN.FLOOR
TOP OFGRADE
BOTTOMOF EAVE
BOTTOMOF EAVE
BOTTOMOF EAVE
11'-8"
23'-5"
6"
TOP OFRIDGE
TOPOF FIN.FLOORTOP OFGRADE
BOTTOMOF EAVE
TYPE BNEW 1-3/4" PTD. WOOD FRENCH DOORW/ TRUE DIVIDED LITESLOW E TEMPERED GLASSW/ WEATHERSTRIPPING
TYPE CNEW 1 3/4" THICK PAINTEDSOLID WOOD EXTERIOR DOORW/ WEATHERSTRIPPING
TYPE ANEW PAIR OF PTD. WOOD FRENCH DOORSW/ FIXED TRANSOMW/ TRUE DIVIDED LITE LOW E TEMPERED GLASSW/ WEATHERSTRIPPING
MATCH EXISTING
TYPE DNEW LOUVEREDSOLID WOODSHOWER ENCLOSURE DOOR
NEW STEEL & GLASSCASEMENT WINDOW
FIXEDW/ RECESSED MOUNTING PROFILE TO MATCH EXISTING
BM
ATC
H E
XIS
TIN
G1"
EXIS
TING
MATC
H
(V.I.
F.)
8'-9"
MATCH EXISTING
6'-1"
3'-0"
4'-0
"1"
2'-0
"
TYPE ANEW PAIR OF SOLID WOOD REPLACEMENT DOORSW/ WEATHERSTRIPPING
TYPE BNEW 1 3/4" THICK PAINTEDSOLID WOOD EXTERIOR DOORW/ WEATHERSTRIPPING
NEW SOLID WOODCASEMENT WINDOW
FIXEDW/ RECESSED MOUNTING PROFILE TO MATCH EXISTING
Q
EXIS
TING
MATC
H
EXISTING
MATCH
TYPE A1NEW PAIR OF SOLID WOOD PLANK DOORSW/ WEATHERSTRIPPING
S H E E T C O N T E N T S :
D A T E O F P L O T:
WWW.EUBANKS-ARCHITECTS.COM
2328 BALL ST. GALVESTON, TEXAS 77550TEL.(409) 621-1900 - FAX.(409) 621-1999
4116 CENTER ST. HOUSTON, TEXAS 77007TEL.(713) 522-2652 - FAX.(713) 522-2653
A DIVISION OF ARCOLA, INCORPORATED
C O N S U L T A N T S E A L :
P R O J E C T C O N T A C T S :
S H E E T N U M B E R :
P R O J E C T N U M B E R :
These Drawings and Specifications are copyrighted; they are and shall remain the property of Arcola Inc. d/b/a Eubanks Group Architects ("Architect") They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to Architect. Contractor is responsible for confirming and correlating dimensions at job site; Architect will not be responsible for construction means, methods, techniques or procedures, or for safety precautions and programs in connection with the project.
Copyright 2016 Arcola Inc.
E U B A N K S G R O U P A R C H I T E C T S
6/29/20173:09:17 PM
17101
A3.0.3
GUEST & CARRIAGE HOUSE- KEY EXTERIOR
ELEVATIONS
MICHAEL DREEF, AIATRESSA MANN
BROAD ACRES1505 NORTH BLVD
HOUSTON, TEXAS 77006
SCHEURICH ESTATE
6.29.17
1/8" = 1'-0"27PROPOSED CARRIAGE HOUSE WEST ELEVATION 1/8" = 1'-0"22PROPOSED CARRIAGE HOUSE SOUTH ELEVATION
1/8" = 1'-0"02PROPOSED CARRIAGE HOUSE NORTH ELEVATION 1/8" = 1'-0"12PROPOSED CARRIAGE HOUSE EAST ELEVATION
1/8" = 1'-0"03PROPOSED GUEST HOUSE NORTH ELEVATION 1/8" = 1'-0"23PROPOSED GUEST HOUSE SOUTH ELEVATION
1/8" = 1'-0"28PROPOSED GUEST HOUSE WEST ELEVATION 1/8" = 1'-0"13PROPOSED GUEST HOUSE EAST ELEVATION
1/8" = 1'-0"01EXISTING CARRIAGE HOUSE NORTH ELEVATION 1/8" = 1'-0"11EXISTING CARRIAGE HOUSE EAST ELEVATION
1/8" = 1'-0"21EXISTING CARRIAGE HOUSE SOUTH ELEVATION 1/8" = 1'-0"26EXISTING CARRIAGE HOUSE WEST ELEVATION
CARRIAGE HOUSE DOOR & WINDOW TYPES1/2" = 1'-0"04GUEST HOUSE DOOR TYPES
1/2" = 1'-0"24GUEST HOUSE WINDOW TYPE1/2" = 1'-0"29 CARRIAGE HOUSE WINDOW TYPE
1/2" = 1'-0"14
CARRIAGE HOUSE EXTERIOR DOORSDOOR NO. WIDTH HEIGHT NOTES
100 V.I.F. V.I.F. W/ SCHLAGE ELECTRONIC COMBINATION LOCK101 V.I.F. V.I.F. W/ SCHLAGE ELECTRONIC COMBINATION LOCK102 EXISTING EXISTING EXISTING TO REMAIN103 EXISTING EXISTING EXISTING TO REMAIN104 V.I.F. V.I.F. NEW PAIR OF SWINGING BARN TYPE DOORS
GUEST HOUSE EXTERIOR DOORSDOOR NO. TYPE WIDTH HEIGHT NOTES
100 G 3'-0" 6'-8" NEW PTD. WOOD FRENCH DOOR101 A V.I.F. V.I.F. NEW PAIR OF FIXED WOOD FRENCH DOORS102 A V.I.F. V.I.F. NEW PAIR OF FIXED WOOD FRENCH DOORS103 A V.I.F. V.I.F. NEW PAIR OF FIXED WOOD FRENCH DOORS104 G 3'-0" 6'-8" NEW PTD. WOOD FRENCH DOOR105 G 2'-8" 6'-8" NEW EXTERIOR DOOR106 D 2'-8" V.I.F. NEW LOUVERED SHOWER ENCLOSURE DOOR
CARRIAGE HOUSE DOOR SCHEDULE1/2" = 1'-0"05GUEST HOUSE DOOR SCHEDULE
1/2" = 1'-0"25
D A T E O F I S S U E
# ISSUE PHASE ISSUE DESCRIPTION DATECD HOA Review Issue 5.24.17CD HAHC Review Issue 6.6.17CD HAHC Review Issue 6.29.17
S H E E T C O N T E N T S :
D A T E O F P L O T:
WWW.EUBANKS-ARCHITECTS.COM
2328 BALL ST. GALVESTON, TEXAS 77550TEL.(409) 621-1900 - FAX.(409) 621-1999
4116 CENTER ST. HOUSTON, TEXAS 77007TEL.(713) 522-2652 - FAX.(713) 522-2653
A DIVISION OF ARCOLA, INCORPORATED
C O N S U L T A N T S E A L :
P R O J E C T C O N T A C T S :
S H E E T N U M B E R :
P R O J E C T N U M B E R :
These Drawings and Specifications are copyrighted; they are and shall remain the property of Arcola Inc. d/b/a Eubanks Group Architects ("Architect") They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to Architect. Contractor is responsible for confirming and correlating dimensions at job site; Architect will not be responsible for construction means, methods, techniques or procedures, or for safety precautions and programs in connection with the project.
Copyright 2016 Arcola Inc.
E U B A N K S G R O U P A R C H I T E C T S
6/29/20173:11:42 PM
17101
A3.3.3
GUEST & CARRIAGE HOUSE- PERSPECTIVE VIEWS
MICHAEL DREEF, AIATRESSA MANN
BROAD ACRES1505 NORTH BLVD
HOUSTON, TEXAS 77006
SCHEURICH ESTATE
6.29.17
01NORTH ELEVATION - NORTHWEST VIEW11NORTH ELEVATION - STREET VIEW21EAST ELEVATION VIEW
03PORTE COCHERE - NORTHWEST VIEW13PORTE COCHERE - SOUTHWEST VIEW
05SOUTH ELEVATION VIEW15SOUTHWEST ADDITION VIEW
22GUEST HOUSE - NORTHEAST VIEW
23EAST VIEW
06CARRIAGE HOUSE NE CORNER
D A T E O F I S S U E
# ISSUE PHASE ISSUE DESCRIPTION DATECD HOA Review Issue 5.24.17CD HAHC Review Issue 6.29.17