Kaitlyn Scheurich2034 Wroxton Rd713-854-08031/30/17Houston ...

Kaitlyn Scheurich

2034 Wroxton Rd

713-854-0803

1/30/17

Houston, TX 77005

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.30 January, 2018 [Click Here]

To: Houston Archeological and Historical Commission From: Eubanks Group Architects

[Click Here] Document9

Re: 1505 North Blvd, Written Description Page 1 of 2 Subject of Proposal: The existing residence located at 1505 North Blvd. in the Broadacres Historic District will be altered via a remodel and addition approved earlier in the year by the HAHC. The English style home was designed by known Houston architect John F. Staub, and is deemed a contributing historic structure to the neighborhood. 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. Prior known additions when comparing the existing structure to the original set of plans provided include three south facing dormer windows at the attic level. It is unclear at what time these features were added; whether at the time of construction as a change to the original intended design or rather a later time. These dormers remain in the proposed project scope. A second floor bedroom addition was also added above the existing single story west wing. Detailing of the brick work and trim closely matches that of the original. The addition will remain as a bedroom in the proposed project scope. An existing south facing steel and glass window was replaced by a wood window at the existing study at an unknown time. Detailing and proportions match the existing windows on the home thus maintaining symmetry along the south facade. This window will be repaired but not replaced. Proposed Work: Approval to move the footprint of a previously approved porte cochere structure to the north approximately 6’-10.” Please note that the main house remodel work & adjoining porte cochere were previously approved by the HAHC and permitted at the City of Houston. The dimensions of the porte cochere remain as original approved. The detailing in the porte cochere transoms which relate to the door transom above the main house entry door all remain in the proposed work scope. The 6’-10” distance was determined in part due to underground utilities encountered during construction as well as in order to create a direct relationship with the connecting structure to the residence (this element remains in place). The footprint relocation has been given approval by the neighborhood HOA. Materials: The porte cochere will be comprised of painted steel columns and decorative elements with a copper roof as well as cast stone column bases. There have been no material changes from the previously approved plans.

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\Memo-1.30.18-1505 North Blvd Written Description-HAHC.docx

2

CG_SETTINGS

NORTH BOULEVARD(60' R.O.W.)

N 90 D 00' 00" E 220.80'

REMOVE & REPLACEEXISTING GRAVEL DRIVE& BRICK EDGING

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 CONCRETEPAVEMENT TO REMAIN

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

.)

REMOVE & REPLACEEXISTING

GRAVEL DRIVE

WOODFENCE

EXISTING CHAIN LINK FENCE

REMOVE & REPLACEEXISTING TERRACE

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

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


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

90'-10 3/4"

CHAIN LINK FENCE

91'-11

1/2

"

59'

-7 1

/4"

EXISTINGHARDSCAPE

REMOVE & REPLACEEXISTING BRICK WALK

DISCONNECT & REMOVEEXISTING A/C EQUIPMENT& CONCRETE PADS

EXISTING DRIVEWAYAPPROACH & CURB CUTTO REMAIN


43'-2"

EXISTING ARCHESTO REMAIN

SCALE: 1/8"=1'-0"

0' 8' 16' 32'2' 4'

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.


1/30/20183:52:37 PM

17101

A1.0.2

MAIN HOUSE -EXISTING/DEMO SITE PLAN

MICHAEL DREEF, AIATRESSA MANN

BROAD ACRES1505 NORTH BLVD

HOUSTON, TEXAS 77006

SCHEURICH ESTATE

1/30/2018

1/8" = 1'-0"01EXISTING/DEMO SITE PLAN

NORTH

D A T E O F I S S U E

# ISSUE PHASE ISSUE DESCRIPTION DATECD Permit/Construction

Issue9.6.17

1 CA Construction Revisions 12.20.172 CA HAHC Revisions Issue 1.30.18

CG_SETTINGS

WD

UP

DN

LIBRARY

LIVING ROOM

DININGROOM

KITCHEN

PANTRYSERVICE STAIRHALLENTRY HALL

MAIN STAIR HALL

DRESSING ROOM NO.1

LAVATORY

PASSAGENO.1

10'-0" CLG. HT.

10'-0" CLG. HT.

10'-1" CLG. HT.

10'-0" CLG. HT.

8'-10 1/2" CLG. HT.

8'-11" CLG. HT.20'-3" CLG. HT.

8'-11"CLG. HT.

8'-11 1/2"CLG. HT.

9'-1"CLG. HT.

8'-3"FURRDOWN

UP

UP

DN

REMOVE LOWER 1/2OF EXISTING COLUMNS

EXTERIOR BRICKTO REMAIN

REMOVE & SALVAGEEXIST. CASED OPENINGDOOR & TRANSOM

REMOVE EXIST.SCREEN DOORS;JAMB TO REMAIN

REWORK BUILT-INSAS PER 01A2.1.2

REMOVE EXIST.SCREEN DOORS;JAMB TO REMAIN

BEDROOMNO.5 CLOSET BEDROOM

NO.3BEDROOM

NO.2

BEDROOMNO.1

BEDROOM ROOMNO.4

BATHNO.3

HALL

BATHNO.1BATH

NO.2

HALLCLO.

CLO.CLO. CLO. CLO. CLO.

CLO.

LAUNDRY

9'-0" CLG. HT.9'-0" CLG. HT.

9'-0" CLG. HT. 9'-0" CLG. HT.

9'-0" CLG. HT.

9'-0" CLG. HT.13'-1" CLG. HT.

9'-0" CLG. HT.

8'-1"CLG. HT.

DN

UP

DN

REMOVE EXISTINGWINDOW

COORDINATE REMOVALOF STEPS WITH NEW PLAN

1

2

2

EXIST. GAMEROOM7'-11 1/2" CLG. HT.

5' 4-1/2" SPRING LINE


6' 11-1/2"CLG. HT.@ FURRDOWN

7' 11-1/2"CLG. HT.

6' CLG. HT.

CLO. CLO.

REMOVEEXISTINGFURRDOWN

1

EXIST.ATTICSTO.

1

FAMILY ROOM

KITCHEN

DINING ROOM

BAR

ENTRY HALLMAIN STAIR HALL

HALL

POWDER

10'-0" CLG. HT.

10'-1" CLG. HT.

10'-0" CLG. HT.

8'-10 1/2" CLG. HT.

10'-0"CLG. HT.20'-3" CLG. HT.

8'-3"CLG. HT.

MUD ROOM

NEW STEELPORTECOCHERE

DW

SIN

KTR

ASH

RANG

E

30" RFG.

NEWSCREENEDPORCH

UPMECH. CLO.

NEW METALAWNING

LIVING ROOM

POWDERPANTRY

NEW METAL AWNING

A/V,PRINTER CLO.

10'-0"CLG. HT.

9'-1"CLG. HT.

30"WINERFG.

30" FRZ.

ICE DWSINK

DN

UP

10'-0" CLG. HT.

10'-0"CLG. HT.

10'-0" CLG. HT.

2 2

MASTERBEDROOM

BEDROOM2

BEDROOM3

GUESTBEDROOM

SEASONALSTOR./LUGGAGE

HALL

HALL

CLO. 2

CLO.3

9'-0" CLG. HT.

9'-0" CLG. HT.

9'-0" CLG. HT.

9'-0" CLG. HT.

9'-0" CLG. HT.

8'-1"CLG. HT.

DN BENCH

DN

MASTERBATH

BATH 2

M. CLO.

BATH 3

LAUNDRYGUESTBATH

STAIRHALL

COVERED PORCH

BALCONY

EQUIPMENTDECK

LINEN

CLO.

TUB

2 2

2

2

GAMEROOM 7'-11 1/2" CLG. HT.


6' CLG. HT.

BALCONY BELOW

BATHEXIST.ATTICSTO.

OPENRAIL

EXISTING CHIMNEY

BRICKPARAPETWALL

EQUIPMENT DECK

1

CLO. CLO.

1

LEGEND:INDICATES EXISTING TO REMAIN

INDICATES EXISTING TO BE REMOVED














1/30/20183:53:01 PM

17101

A1.1.2

MAIN HOUSE -EXISTING/DEMO AND NEW

KEY FLOOR PLANS




SCHEURICH ESTATE

1/30/2018

1/8" = 1'-0"01KEY EXISTING/DEMO FIRST FLOOR PLAN

1/8" = 1'-0"03KEY EXISTING/DEMO SECOND FLOOR PLAN

1/8" = 1'-0"05KEY EXISTING/DEMO ATTIC FLOOR PLAN

1/8" = 1'-0"11NEW KEY FIRST FLOOR PLAN

1/8" = 1'-0"13NEW KEY SECOND FLOOR PLAN

1/8" = 1'-0"15NEW KEY ATTIC FLOOR PLAN

NORTH

NORTH

NORTHNORTH

NORTH

NORTH



Issue9.6.17

1 CD Permit Revision 10.23.172 CA HAHC Revisions Issue 1.30.18

EXISTING COMPOSITIONSHINGLE ROOF TO REMAIN

EXISTING EAVETO REMAIN

EXISTING EAVETO REMAIN

EXISTINGTO REMAIN

DS

D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

D.S. D.S.

4'-6" HT. BRICKPARAPET WALL

NEW STEELPORTE COCHERE W/ STANDING SEAMCOPPER ROOF

EQUIPMENTDECK


1/2:12

NEW BALCONY BELOW

NEW DECORATIVE STEELAWNING W/ COPPER ROOF

NEW DECORATIVESTEEL AWNINGW/ COPPER ROOF

EXISTINGTO REMAIN

01A8.2.2

A/C CONDENSINGUNITS ONACOUSTICALISOLATION PADSSUPPORTED BYSPRING ISOLATOR

DS

DS

DS

D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

D.S. D.S.

D.S.

OVERFLOWSCUPPER

OVERFLOWSCUPPER

= INDICATES NEW ROOF STRUCTURE

LEGEND:

= INDICATES ROOF STRUCTURE TO REMAIN

ROOF PLAN NOTES:

1. ROOF AT STEEL PORTE COCHERE IS STANDING SEAM METAL.

2. ROOF DECKING AT MUD ROOM ADDITION IS 3/4" PLYWOOD.

3. ROOF AT MUD ROOM ADDITION IS JOHNS MANVILLE SINGLE PLY 60 MIL TPO ROOF ON ROOF BOARD; VERIFY COLOR W/ OWNER.

4. ALL FLASHING IS 16 OZ/SF COPPER.

5. ALL NEW DOWNSPOUTS ARE COPPER TO MATCH EXISTING ROOF TO SIZE DIAMETER.

6. NEW COPPER OGEE GUTTERS AT PORTE COCHERE.

7. ANY ROOF PENETRATION FOR PLUMBING STACKS, VENTS, & EXHAUST SHALL BE CONCEALED BEHIND RIDGE LINES & PAINTED TO MATCH ADJACENT ROOF; VERIFY QUANTITIES & LOCATION

8. DOWNSPOUTS TO TIE INO UNDERGROUND DRAINAGE SYSTEM.

9. VERIFY NUMBER OF DOWNSPOUTS REQUIRED.














1/30/20183:53:23 PM

17101

A1.2.2

MAIN HOUSE -EXISTING/DEMO AND NEW

ROOF PLANS




SCHEURICH ESTATE

1/30/2018

1/8" = 1'-0"01EXISTING ROOF PLAN 1/8" = 1'-0"16NEW ROOF PLAN

NORTH NORTH



Issue9.6.17


11A3.0.2

12A3.0.2

03A3

.2.2

13A3

.0.2

NORTH BOULEVARD(60' R.O.W.)

N 90 D 00' 00" E 220.80'

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 SPORTSCOURT ON CONCRETE

PAVEMENT

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

.)

WOODFENCE

EXISTING CHAIN LINK FENCE

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.)

SCREENED PORCH

NEW PORCH & BALCONY ADDITION

NEW SINGLE STORYBRICK & FRAME

ADDITION

WOODFENCE

30" OAK 28" OAK 24" OAK 36" OAK 34" OAK 36" OAK

14" TREE

10" MAG

6" TREE

24" OAK

34" OAK

6" TREE

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

17" OAK 7" MAG

12" C. MYRTLE

12" C. MYRTLE

7" MAG12" C. MYRTLE

12" C. MYRTLE

15" 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


17" MAG

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

165 SF

217 SF

409 SF

FIN. FLR. ELEV. ATADDITION TO MATCHEXISTING

LAWN

LAWNLAWN

LAWN

LAWN

NEW GRAVELDRIVE

GRAVEL

NEW GRAVELMOTOR COURT W/BRICK BANDING

NEW GRAVELDRIVE

NOTE: RE: CIVIL DRAWINGS FORDRAINAGE PLAN & DETAILS. CIVIL PLANSUNDER SEPARATE PERMIT W/ COHRE: LANDSCAPE PLANS FOR ALLHARDSCAPE DESIGN & DETAILS

EXISTING SIDEWALKTO REMAIN

D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

NEW GRAVELDRIVE

NEW BRICK WALKOVER CONC. FLATWORK

90'-11" 130'-1"

87'

-1 1

/2"

40

'-3 1

/2"

59'

-1"

19'-6" 23'-8 3/4"

72'-3 5

/8"

24'-10

"89'

-3 7

/8"

D.S.

D.S.

D.S. D.S.

D.S.

BRICKBANDING

BRICKBANDING

BRICKBANDING

BRICKBANDING

COPPERCOLLECTION BOX& DOWNSPOUT



1

1

2 2

INDICATES NEW STRUCTURE

LEGEND:

INDICATES EXISTINGTO REMAIN














1/30/20183:53:48 PM

17101

A1.3.2

MAIN HOUSE - NEW SITEPLAN




SCHEURICH ESTATE

1/30/2018

1/8" = 1'-0"01SITE PLAN

NORTHLEGAL DESCRIPTIONLOT 8 OF BROAD ACRES - A SUBDIVISION OF HARRIS COUNTY, PER VOLUME 6, PG. 20 OF THE MAP OF RECORDS OF HARRIS COUNTY, TEXAS.

1. FINISHED FLOOR ELEVATION AT THE LOWEST POINT OF CONDITIONED SPACE SHALL BE A MINIMUM OF 1'-0" ABOVE THE HIGHEST POINT OF THE MANHOLE COVER WHICH SERVES THE RESIDENCE OR 1'-0" ABOVE THE CENTERLINE OF THE HIGHEST ADJACENT STREET OR 1'-0" ABOVE THE 100 YEAR FLOOD PLAIN, WHICHEVER IS HIGHEST.

2. CONTRACTOR TO MAINTAIN ALL PROTECTIVE BARRICADES AND FENCES UNTIL SUBSTANTIAL COMPLETION OR UNTIL THEIR REMOVAL IS REQUESTED BY THE OWNER.

3. RE: LANDSCAPE PLANS AND SPECS FOR DRAINAGE IRRIGATION AND LANDSCAPE LIGHTING.

4. PROVIDE ALLOWANCE FOR HARDSCAPE AND LANDSCAPING.

5. USE RECESSED BRASS BOX AND COVERS AT ALL HOSE BIB LOCATIONS.

6. EXISTING DRIVEWAY APPROACHES TO REMAIN.7. PROVIDE TREE PROTECTION @ ALL TREES TO REMAIN

ON SITE

SITE PLAN NOTES



Issue9.6.17

1 CA Construction Revisions 12.20.172 CA HOA Issue 1.24.183 CA HAHC Revisions Issue 1.30.18

x12'-0" 34'-7"

UP

18A3.2.2 23A3.2.2

03A3

.2.2

01A3.1.2

03A3.1.2

16A3

.2.2

10'-0" CLG. HT.

10'-1" CLG. HT.

10'-0" CLG. HT.

8'-10 1/2" CLG. HT.

10'-3" CLG. HT.

20'-3" CLG. HT.

8'-3"CLG. HT.

112MUD ROOM

115


DW

SIN

K W

/D

ISPO

SER

TRASH

48"

RANG

E

30" RFG.

116

NEWSCREENEDPORCH

107MECH. CLO.

NEW METALAWNING ABOVE

NEW METAL AWNING ABOVE

PRINTER CLO.

30" FRZ.

10'-0" CLG. HT.

9'-1" CLG. HT.

A4.1.2

22

17

A4.1.231A4.1.2

16

A4.1.2 11A4.1.2

01

A4.1.2

13

02

03 12

A4.2.211

21

02

01

A4.2.2

28

A4.2.2

22

A4.2.2 27

A4.2.223

A4.2.2

19

09

04 14

A4.2.2

05

15

10 20 A4.2.2 2429

01A3

.2.2

102LIVING ROOM

108FAMILY ROOM

106

MAINPOWDER

105HALL 104

FOYER

103

MAIN STAIRHALL

101ENTRY HALL

109BAR

110DINING ROOM

111KITCHEN

113PANTRY

114POWDER

100

ENTRYPORCH

10' CLG. HT.

16'-6"x17'-6"

8'-0"x23'-0"

16'-6"x22'-0"

14'-0"x14'-0"

7'-0"x13'-6"

12'-0"x21'-6"

DN

UP

1

2

3 45678101112 9

1234567891011

12

13

14

15

16

17 18 19 20

MICRO.DWR.

30" WINE REFG.

ICE DWSINK

101

102A 102B

102C

109A

112A

108

107

116D

116A 116B 116C

105

C CJ

KEE

C

C

C

NEW COFFER CEILING

SINK

36"BBQ

NEW PTD. WOODBUILT-IN CHINACABINET

BUILT-INBANQUETTE

EXISTINGMASONRYFIREBOX &SURROUNDTO REMAIN

EXISTING MASONRYFIREBOX & SURROUNDTO REMAIN

EXISTINGMASONRY FIREBOX& SURROUNDTO REMAIN

106

104A

104B

EXISTINGBUILT-INSTO REMAIN

EXISTINGBUILT-INSTO REMAIN

REWORK EXISTINGBUILT-INS FORNEW WALL MTD. TV

TV

01A7.1.2

A7.1.227 A7.1.2

26

B

26

03A8.2.2

PFLATFRAMETHIS WALLEXPOSED BRICK

VENEER

114113

EXISTINGCASEDOPENING

PTD. WOODPILASTER

SLOPE 1/8"PER FOOT

REUSE EXIST.CASEDOPENING& DOOR

TRENCH DRAIN;TIE TO UNDERGROUNDDRAINAGE SYSTEM

A4.2.2 17

10' CLG. HT.

BENCH

ALIGNFIN. FLOOR

112D112E

112C112B

112F

LAZYSUSAN

116E

WAR

M.

DW

R.

112H

109B

SHELF

3/8"

HERRINGBONE BRICK FLOOR

BEAMSABOVE

36" HT. DECORATIVEIRON GUARDRAIL

36" HT. DECORATIVEIRON BALUSTRADE

HOOD W/ REMOTEBLOWER ABOVE

POTFILLER

H.B.

AABOVE

D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

D.S. D.S.

D.S.

13141516171819

SF CALCULATIONS:

CONDITIONED:

1ST FLOOR EXISTING: 2,487 SF1ST FLOOR ADDITION: 224 SFTOTAL 1ST FLOOR: 2,711 SF

2ND FLOOR EXISTING: 2,415 SFTOTAL 2ND FLOOR: 2,415 SF

ATTIC FLOOR EXISTING: 588 SFTOTAL ATTIC FLOOR: 588 SF

TOTAL CONDITIONED: 5,714 SF

OTHER:

NEW PORTE COCHERE: 470 SFEXISTING COVERED PORCH: 282 SF NEW SCREEN PORCH ADDITION: 130 SFNEW COVERED BALCONY/PORCH: 313 SFATTIC FLOOR EXPANSION: 190 SF

COLDWATER

EXISTING PTD.WOOD GUARDRAIL W/STAINED WOOD TOP

NEW HOSEBIB

GAS

STO.

GAS

01A7.2.2

EXISTINGGAS METERTO REMAIN

23A

4.1.

2

GAMECLOSET

I.T.CLOSET

109C

116F

11

3'-1"

3'-1"SD-00

401

J

116G

SD-XX

01

06A8.2.2

18A3.2.223A3.2.2

03A3

.2.2

01A3.1.2

03A3.1.2

16A3

.2.2

9'-0" CLG. HT.

9'-0" CLG. HT.

9'-0" CLG. HT.

9'-0" CLG. HT.

9'-0" CLG. HT.9'-0"CLG. HT.

DN

TUB

BENCH

DN

BALCONY

EQUIPMENTDECK

LINEN

A4.3.2

06

A4.3.2 01

A4.3.2

02

12

07 17

A4.3.211 A4.3.216

A4.3.2 19

14

08

04

A4.3.2 32

A4.3.2

27

A4.3.228

A4.3.2

33

01A3

.2.2

A4.3.2 15

A4.3.2

09

A4.3.2

05

A4.4.2

03

A4.4.208

A4.4.204

A4.4.223

28

A4.4.213

A4.4.2

27

A4.4.2

17

A4.4.212 A4.4.2

02

210BEDROOM 2

220BEDROOM 3

217CLO. 3

221LAUNDRY

223

GUESTBATH

224

GUESTBEDROOM

225CLO.

213CLO. 2

206

MASTERCLOSET

203

MASTERBATH

211BATH 2

201

MASTERBEDROOM

200STAIR HALL

202

SEASONALSTO./LUGGAGE

204W.C.

205SHOWER

208CLO.

212SHOW.

226

COVEREDPORCH

16'-6"x21'-6"

12'-6"x14'-0"

11'-6"x16'-6"

12'-0"x14'-0"

SIN

K

201A

202

203B 203C

206B

207

208

206A

210

213

211A

211B

214

216

217

221223

222

218A

218B

225

201B

9'-0" CLG. HT.

9'-0" CLG. HT.

9'-0" CLG. HT.

9'-0" CLG. HT.

9'-0"CLG. HT.

9'-0" CLG. HT.

9'-0" CLG. HT.

9'-0" CLG. HT.

9'-0" CLG. HT.

9'-0" CLG. HT.

9'-0"CLG. HT.

9'-0" CLG. HT.

9'-0" CLG.HT.

9'-0" CLG. HT.

G G GG

L

J

H

F

GDDD

F

G

G

G

203A

9'-0" CLG.HT.HT.

VARIESEXISTING BEAMSTO REMAIN

VALVE

LINENABOVE

LINEN ABOVE

LINENABOVE

LINENABOVE

WALL MTD.TUB FILLER

567891011

12

13

14

15

16

17 18 19 20

01A7.1.2

STA

CK

ED

W/D

03A8.2.2

SLOPE 1/8"PER FOOT

OVERFLOWSCUPPER

OVERFLOWSCUPPER

RAISEDCURB

TRENCHDRAIN

PVC PIPE BELOWROUTED TO COPPERDOWNSPOUT

EXISTINGVAULTEDCLG.

18 17 16 15 14 13 12 11 10 9 8 7

BENCH

619

SHOES SHOES

BENCH VALVE

SHOES

TUB

SHOES

BUILT-INCABINET

ABELOW

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

BUILT-INIRONING BOARD

WALLMTD.DRYINGRACK

17

A/C CONDENSING UNITSON ACOUSTICALISOLATION PADSSUPPORTED BYSPRING ISOLATOR

OVERFLOWSCUPPER

COLLECTION BOX& DOWNSPOUT

OVERFLOWSCUPPER

EXISTING GUARDRAILTO REMAIN

1'-0" MIN.

EXISTINGGUARDRAILTO REMAIN

01A7.2.2

HERRINGBONE BRICK FLOOR

11

SD-003 01

SD-00401

1

1

H

EXIST. UPPER HALF OF COLUMNS TO REMAIN

215CLO.

218BATH 3

219SHOWER

209

STAIRLANDING

216VEST.

222VEST.

214HALL

207HALL

LEGEND:= INDICATES EXISTING WALLSTO REMAIN

= INDICATES NEW FRAMING

= INDICATES NEW BRICK VENEER

LEGEND:= INDICATES EXISTING WALLSTO REMAIN

= INDICATES NEW FRAMING

= INDICATES NEW BRICK VENEER

GRAPHIC SCALE: 1/4"=1'-0"

0' 8' 16'2' 4'














1/30/20183:54:18 PM

17101

A2.1.2

MAIN HOUSE - FIRST &SECOND FLOOR PLANS




SCHEURICH ESTATE

1/30/2018

1/4" = 1'-0"01FIRST FLOOR PLAN

1/4" = 1'-0"02SECOND FLOOR PLAN

NORTH

NORTH

1. DRAWINGS ARE NOT TO BE SCALED, ARCHITECTS TO BE NOTIFIED IN CASE OF DETAIL AND/OR DIMENSION DISCREPANCY.

2. ALL PLAN DIMENSIONS ARE TYPICALLY TAKEN TO THE FACE OF THE STUD AND THE EDGE OF FOUNDATION. WHERE DIMENSIONS DEFINED IN BRACKETS [DIM] ARE TO FINISH.

3. ALL WINDOW AND DOOR DIMENSIONS ARE TAKEN TO THE CENTER LINE OF THE UNIT U.N.O.

4. VERIFY "ROUGH OPENING" WINDOW DIMENSIONS WITH THE WINDOW MANUFACTURER PRIOR TO FRAMING.

5. FIRST LEVEL EXTERIOR WALL STUDS AT ADDITION ARE TYPICALLY 2x4 U.N.O.

6. FIRST LEVEL INTERIOR WALL STUDS AT ADDITION ARE TYPICALLY 2x4 U.N.O.

7. USE TEMPERED GLASS ON ALL FRENCH DOORS, BATH AND SHOWER DOORS.

8. PROVIDE 5/8" TYPE "X" GYPSUM DRYWALL THROUGHOUT UNLESS SPECIFIED OTHERWISE.

9. SEE ELECTRICAL PLANS FOR LOCATIONS OF SMOKE DETECTORS.

10. INSTALL FIRE BLOCKS AND DRAFT STOPS TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, TO FORM AND EFFECTIVE BARRIER BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE AND FLOOR-CEILING ASSEMBLIES. MAINTAIN THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOPS.

11. INSTALL WEATHER STRIPPING AND METAL THRESHOLD AT ALL EXTERIOR AND ATTIC DOORS. OWNER/ARCHITECT/INTERIOR DESIGNER TO APPROVE FINISH.

12. ALL NEW EXTERIOR WINDOWS AND DOORS TO BE FLASHED WITH BITUMINOUS WATERPROOFING WRAP.

13. SEE SITE PLAN AND EXTERIOR ELEVATIONS FOR LOCATION OF DOWN SPOUTS AND GUTTERS.

14. ALL OWNER SUPPLIED ITEMS ARE INSTALLED BY CONTRACTOR. CONTRACTOR TO PROVIDE ALLOWANCE FOR NECESSARY MATERIALS AND EQUIPMENT FOR PROPER INSTALLATION.

15. PROVIDE BLOCKING FOR ALL WALL HUNG SHELVES, EQUIPMENT, AND BATH ACCESSORIES.

16. ADJUSTABLE SHELVES ARE 3/4" W/ 1 1/2" S4S EDGE TRIM ON DRILLED STANDARDS U.N.O.

17. PROVIDE HIGH DENSITY ACOUSTICAL INSULATION AT WALLS SHARED BETWEEN BATHROOMS AND BEDROOMS AND AS NOTED ON PLANS.

18. ALL WALLS AT WET LOCATIONS TO BE MOISTURE RESISTANT WALLS.

19. PROVIDE SHOWER PAN BELOW MORTAR BEDS & TILE AT ALL SHOWER, DRIP DRY, AND WASHER & DRYER LOCATIONS.

20. CONTRACTOR TO COORDINATE ALL STEEL LOCATIONS WITH STRUCTURAL AND ARCHITECTURAL PLANS.

21. REPAIR & REFINISH ALL EXISTING HARDWOOD FLOORS TO REMAIN.

22. REPAIR & REFINISH ALL EXISTING STEEL & GLASS WINDOWS.

23. ALL NEW PAINT THROUGHOUT INTERIOR OF EXISTING HOUSE.

FLOOR PLAN NOTES

1. VERIFY LOCATION OF A/C RETURN AIR GRILLES W/ OWNER & ARCHITECT PRIOR TO INSTALLATION.

2. A/C EQUIPMENT SHALL BE "LENNOX" PREMIUM SERIES - 21 SEERW/ 2-STAGE BLOWERS, HUMIDITY CONTROL WITH "APRILAIRE" DEHUMIDIFCATION SYSTEM AND MEDIA FILTERS, GERMICIDAL LIGHTS. CONTRACTOR SHALL SIZE HVAC ZONES TO REFLECT THE USE OF BATT INSULATION. ANY ALTERNATIVES TO BE PRESENTED TO HOME OWNER.

3. A/C SUPPLY REGISTERS AND RETURN AIR GRILLES SHALL BE "TITUS" PAINTED TO MATCH WALL OR CEILING FINISH.

4. RETURN AIR GRILLES ARE XX METAL TO BE SELECTED BY OWNER.

5. BLOWER MOTOR AT KITCHEN TO BE REMOTE WTIH SILENCER.

6. WATER HEATER IS TANKLESS RINNAI OR EQUIVALENT.

MECHANICAL NOTES

1. PROVIDE ACOUSTICAL INSULATION AT ALL WATER LINES AND SEWER LINES FOR SOUND ATTENUATION.

2. VERIFY HT. OF ALL SHOWER VALVES W/ OWNER PRIOR TO CLOSING WALLS.

3. NEW DOMESTIC WATER DISTRIBUTION PIPES SHALL BE TYPE "L" COPPER WITH SOLDERED JOINTS.

4. VERIFY ALL GAS VALVE HEIGHTS AND FIXTURE LOCATIONS WITH OWNER/ARCHITECT.5. ALL HOSE BIBS TO BE RECESSED WITH BRASS BOX AND COVERS WITH VACUUM BREAKERS.6. PROVIDE FLOOD STOP AT ALL ICE MAKERS, DISHWASHERS, WASHING MACHINES AND WATER HEATERS.7. VERIFY ALL TUB SELECTIONS AND DIMENSIONS PRIOR TO FRAMING.

PLUMBING NOTES



Issue9.6.17

1 CA HAHC Review Issue 11.21.172 CA HAHC Revisions Issue 1.30.18

NEW PORTE COCHEREEXISTING TO REMAIN

NEW SINGLE STORYADDITION &PORTE COCHERE

EXISTING TO REMAIN

1

1 1

SCALE: 1/8"=1'-0"

0' 8' 16' 32'2' 4'


EXISTINGBRICK VENEERTO REMAIN

WINDOW TO BEREMOVED FORNEW ADDITION


EXISTING BRICK INFILLTO REMAIN

REMOVE EXISTING WINDOW & INFILL W/ BRICK

REMOVE EXISTINGWINDOW & DOORUNIT

1

1

WINDOW TO BE REMOVEDFOR NEW ADDITION;PANES TO BE SALVAGEDFOR REUSE AT NEWMUDROOM ADDITION

EXISTING BRICKVENEER TO REMAIN

EXISTING BRICKCHIMNEYTO REMAIN



REMOVE & REPLACEEXISTINGWINDOW

REMOVE & REPLACEEXISTINGWINDOW

LOWER 1/2 OF COLUMNSTO BE REMOVED;UPPER 1/2 TO REMAIN

1




EXISTING PTD.ENTRY SURROUNDTO REMAIN

1














1/30/20183:55:13 PM

17101

A3.0.2

MAIN HOUSE - KEYEXIST./DEMO EXTERIOR

ELEVATIONS / NEWELEVATIONS




SCHEURICH ESTATE

1/30/2018

1/8" = 1'-0"11KEY NORTH ELEVATION

1/8" = 1'-0"12KEY SOUTH ELEVATION

1/8" = 1'-0"14KEY EAST ELEVATION 1/8" = 1'-0"04EXISTING EAST ELEVATION

1/8" = 1'-0"03EXISTING WEST ELEVATION

1/8" = 1'-0"02EXISTING SOUTH ELEVATION

1/8" = 1'-0"01EXISTING NORTH ELEVATION

1/8" = 1'-0"13KEY WEST ELEVATION


# ISSUE PHASE ISSUE DESCRIPTION DATECD HAHC Review Issue 3.29.17CD HAHC Review Issue 2 4.3.17CD HOA Review Issue 4.21.17CD HAHC Review Issue 3 5.18.17CD HOA Review Issue 5.24.17CD HAHC Review Issue 6.6.17CD Permit/Construction

Issue9.6.17


TOP OF DECKING@ ATTIC FLOOR

T.O.P. @ 2NDFLOOR

T.O.P. @ 1STFLOOR

EXIS

T.EXIS

T.

A

G G G

CC

G

J

STANDING SEAMCOPPER ROOF


EXISTING PTD.ENTRY SURROUNDTO REMAIN

EXISTING BRICKCHIMNEY TO REMAIN


NEW PTD.STEELAWNING W/COPPER ROOF

N

12

EXISTING 12

EXISTING

12

EXISTING

THROUGH WALLFLASHING

DECORATIVE STEELFRAME TRANSOM

STEEL POST

CAST STONE BASE

1'-4"

128

123

TOP OF DRIVE

11'-0

"

10'-6" TOP OFSTEEL BEAM

1'-6

"

TOP OF DECKING@ 2ND LEVEL

TOP OF EXISTINGSUB-FLOOR

EXIS

TING

EXIS

TING

121

EXISTING COPPERDOWNSPOUTS & GUTTERSTO REMAIN; REPAIR& REPLACE AS REQD.

NEWSCONCES

NOTE: RE: A8.2.2 FOR PORTE COCHERE DETAILS

LOW CONCRETE WALL@ CRAWL SPACE VENT;RE: 01A7.2.2

J

H


T.O.P. @ 2NDFLOOR

T.O.P. @ 1STFLOORE

XIS

T.

EXIS

T.

01A7.1.2

F

E

M M M

F

E

DDD

H

K

NEW PTD. WOODSCREENED PORCH ADDITION

NEW 42" HT. PTD.DECORATIVEIRON GUARDRAIL& CURB

NEW PTD.STEEL AWNINGW/ COPPER ROOF


NEW BRICK VENEER@ ADDITION;MATCH EXISTING




NOTE: RE: A8.2.2 FOR PORTE COCHERE DETAILS

NEW PTD. STEEL AWNING W/ COPPER ROOF& PTD. WOOD PLANK CLG.

NEW PTD. WOOD COLUMNSTO MATCH EXISTING

12EXIST.

12

EXISTING

EXISTING TOP 1/2 OFCOLUMNS TO REMAIN

ENTABLATURETO REMAIN

EXISTING

10" 10" 10" 10" 10" 10"

PTD. WOODENTABLATURE

EXISTINGSOLDIER HEADERTO REMAIN

HEAD HT;MATCHEXISTING

8'-6"

PAINTED SMOOTHBLOCK PANEL;MATCH DETAILS@ EXISTING PANEL

PAINTED SMOOTHBLOCK PANEL;MATCH DETAILS@ EXISTING PANEL

HEAD HT;MATCHEXISTING

8'-6"8'-6"

NEW PTD.STEEL AWNING W/ COPPER ROOF

6"X12"OVERFLOWSCUPPER

TOP OF DRIVE

11'-0

"

10'-6"TOP OF STEELBEAM



EXIS

TING

EXIS

TING

26A7.

1.2

27A

7.1.2

NEW COPPERGUTTER &DOWNSPOUT;MATCHEXISTING

LINE OF ROOF BEYOND

NEW COPPERDOWNSPOUT;MATCH EXISTING

3'-0"HEAD HT;MATCHEXISTING

13'-0" 9'-0 1/2"

1'-2

"

1'-2

"

4"

TRASHDWR.

1

1

1

1

EXTERIOR ELEVATION NOTES:

1. RE: EXTERIOR ELEVATIONS FOR BRICK HEADERS.

2. NEW DOWNSPOUTS AND GUTTERS ARE COPPER TO MATCH EXISTING PROFILE.

3. DOOR SILLS ARE TO MATCH THE EXISTING.

4. NEW WINDOW SILLS ARE TO MATCH THE EXISTING.

6. STONE AND BRICK VIGNETTES SHOWN ON ELEVATIONS ARE FOR MATERIALS REPRESENTATION ONLY.

7. ALL HANDRAILS AND GUARDRAILS TO COMPLY WITH IRC 2012 SECTION R312: REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES (102MM) OR MORE IN DIAMETER.

8. ALL FLASHING IS COPPER.

9. WINDOW HEAD HTS. FOR NEW WINDOWS ARE AS SHOWN ON EXTERIOR ELEVATIONS

10. BUILDING WRAP @ NEW ADDITION IS "TYVEK" HOUSE WRAP INSTALLED PER MANUFACTURER RECOMMENDATIONS.

11. REMOVE & REPLACE ROTTEN FASCIA AS REQD. WITH NEW WOOD TO MATCH THE EXISTING.

12. DECORATIVE IRON RAILING DESIGNS TO BE CONFIRMED WITH OWNER/ARCHITECT. PROVIDE SAMPLE FOR OWNER/ARCHITECT REVIEW.

13. PROVIDE CRAWL SPACE VENTILATION AT ADDITION AS PER IRC 408.1 AND 408.2.PROVIDE 1 SQUARE FOOT OF VENTILATION FOR EACH 150 SF OF UNDER FLOOR AREA PER THE TABLE BELOW. ONE VENTILATION OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING.

CRAWL SPACE CALCULATIONS:

224 SF UNDER FLOOR SPACE AREA / 150 SF = 2 SF OF OPEN VENTILATION REQD.














1/30/20183:56:07 PM

17101

A3.1.2

MAIN HOUSE - NORTH ANDSOUTH EXTERIOR

ELEVATIONS




SCHEURICH ESTATE

1/30/2018

1/4" = 1'-0"01NORTH ELEVATION

1/4" = 1'-0"03SOUTH ELEVATION



Issue9.6.17

1 CA HAHC Review Issue 11.21.172 CA HAHC Revisions Issue 1.30.18



T.O.P. @ 2NDFLOOR

T.O.P. @ 2NDFLOOR

T.O.P. @ 1STFLOOR

T.O.P. @ 1STFLOOR

EXIS

T.EXIS

T.EXIS

TING

EXIS

T.EXIS

T.

EXIS

TING

CCC

G G G

NEW STEEL& COPPERAWNING



NEW 42" HT. PTD.DECORATIVEIRON GUARDRAIL& CURB

NEW PTD.WOOD COLUMN

NEW PTD. WOODSCREEN DOOR

NEW PTD. WOODENTABLATURE

NEW WOOD SHAKESAT DORMER SIDESTO MATCH EXISTING

12

EXISTING

EQ EQEQ EQ

10"





EXIS

TING

EXIS

TING

8"

1'-2

"

6'-0"

9'-10" BOTTOM OF AWNING;10'-0" ABOVE GRADE

1


T.O.P. @ 2NDFLOOR

T.O.P. @ 1STFLOOR

EXIS

T.EXIS

T.

EXIS

TING

STANDING SEAM METAL ROOF

EXISTING COMPOSITIONSHINGLE ROOFTO REMAIN



NEW WOOD SHAKESAT DORMER SIDESTO MATCH EXISTING

03A8.2.2

DECORATIVE STEEL FRAMETRANSOM

STEELPOST

CUT STONE BASE

12

EXISTING

12EXISTING

12

EXISTING

TOP OF DRIVE

10'-6"

TOP OFSTEELBEAM

TOP OFDRIVE


TOP OF EXISTINGSUB FLOOR

-2"

EXIS

TING

COPPER DOWNSPOUT;MATCH EXISTING

COPPERDOWNSPOUT;MATCH EXISTING

COPPERDOWNSPOUT;MATCH EXISTING

J

BRICK INFILL @REMOVED WINDOW

1

L

B

P

11'-0

"

-6"


T.O.P. @ 2NDFLOOR

T.O.P. @ 1STFLOOR

B

L J

4'-0

"V

AR

IES

V.I.

F.

10'-0 1/2"

15'-0"

BOTTOM OFJOIST @ ADDITION;ALIGN W/ EXISTING

T.O.P. @ PARAPET

EXISTING COMPOSITIONSHINGLE ROOFTO REMAIN

EXISTING BRICK INFILLTO REMAIN


4'-0" HT. BRICK PARAPET;W/ BRICK VENEERTO MATCH EXISTING


NEW WOOD SHAKESAT DORMER SIDES

TO MATCH EXISTING

B

12

EXISTING

12

EXISTING

TOP OF SUB-FLOOR@ ADDITION;ALIGN W/ EXISTING

-2"

THROUGH WALL COPPERFLASHING

11'-0" TOP OF DECKING@ ADDITION

NEW MUD ROOM ADDITION

EXISTING TOREMAIN


P


EXIS

T.EXIS

TING

EXIS

T.EXIS

TING

8"

6"X12" OVERFLOWSCUPPER

COPPER CRAFT COLLECTION BOX

COPPER DOWNSPOUT

OVERFLOWSCUPPER

5'-3 3/4"

9'-0" BOTTOM OFAWNING;9'-0" ABOVEGRADE

01A7.2.2

LOW CONCRETE WALL@ CRAWL SPACE VENT;RE: 01A7.2.2

1

1

NEW 42" HT. PTD.DECORATIVE IRONGUARDRAIL

NEW PTD.WOODCOLUMN

NEW PTD.WOODSCREENDOOR

NEW PTD.WOODENTABLATURE& CURB

SCREENED PORCH

BALCONY

12

EXISTING

10" 5"

GNEW PTD.42" HT. STEELGUARDRAIL & CURB

NEW PTD.WOODCOLUMN

NEW PTD.WOODSCREENDOOR

NEW PTD.WOODENTABLATURE& CURB

NEW SCHEDULEDDOOR

SCREENED PORCH

BALCONY

FLUSH SOLDIER HEADER;MATCH EXISTING

12

EXISTING

10"5"














1/30/20183:56:55 PM

17101

A3.2.2

MAIN HOUSE - EAST ANDWEST EXTERIOR

ELEVATIONS/BUILDINGSECTIONS




SCHEURICH ESTATE

1/30/2018

1/4" = 1'-0"03EAST ELEVATION

1/4" = 1'-0"16PORTE COCHERE 1/4" = 1'-0"01WEST ELEVATION

1/4" = 1'-0"23BLDG SECTION @ SCREENED PORCH 1/4" = 1'-0"18BLDG SECTION @ SCREENED PORCH



Issue9.6.17

1 CD Permit Revision 11.2.172 CA HAHC Review Issue 11.21.173 CA Construction Revisions 12.20.174 CA HAHC Revisions Issue 1.30.18














1/30/20183:57:48 PM

17101

A3.3.2

MAIN HOUSE - PERSPECTIVEVIEWS




SCHEURICH ESTATE

1/30/2018

01NORTH ELEVATION - NORTHWEST VIEW11NORTH ELEVATION - STREET VIEW21EAST ELEVATION VIEW

03PORTE COCHERE - NORTHWEST VIEW13PORTE COCHERE - SOUTHWEST VIEW23SOUTH ELEVATION VIEW

05SOUTHWEST ADDITION VIEW



Issue9.6.17


1:12

8:12

3:12

COPPER GUTTER, TYP.

DS

DS

COPPER DOWNSPOUT, TYP.

COPPER GUTTER, TYP.

PROVIDE THROUGH WALL FLASHING & COUNTER FLASHING WHERE PORTE COCHERE ROOF MEETS BRICK PARAPET WALL


STANDING SEAM COPPER ROOF

1:12

8:12

3:12

A8.2.211

Sim

2'-0

"7'

-6"

TOP OF STEEL BEAM

BOTTOM OF STEEL TRANSOM

1'-4"

TIE DOWNSPOUT TO UNDERGROUND DRAINAGE SYSTEM

TOP OF DRIVE


GRAVEL DRIVERE: LANDSCAPE ARCHITECT FOR DETAILS

STEEL FRAME TRANSOM

DECORATIVE STEEL INSERT

DECORATIVE STEEL CAP

2" X 2" PAINTED STEEL POST

CAST STONE BASE

PAVERS OVER CONCRETE FLATWORK

SLOPE CAP TO DRAIN

FOUNDATIONRE: STRUCTURAL

1"1"

BOTTOM OF STEEL TRANSOM

6"

1'-6

"

2 1

/8"

5"

3/4

"

1"3/4

"3/8

"1/4"

3/4"

R = 5'-0"

COPPER GUTTER, TYP.

1X6 T&G CEILING; VERIFY DIRECTION W/ OWNER/ARCHITECT

3/4" PLYWOOD

1 5/8" METAL CEILING BEAMS BEYOND

1/2" X 1" DECORTIVE STEEL INSERT

1/2"

1/2"

1/2"

BENT STEEL BEAM & STEEL JOISTSRE: STRUCTURAL

2" X 3" STEEL TUBE TRANSOM FRAME

2" X2" PAINTED STEEL POST

DECORATIVE STEEL CAP

DECORATIVE STEEL BANDING


1/2" X 1" DECORATIVE STEEL INSERT


STEEL PLATE SOFFIT

4 1/2" X 5 1/2" STEEL ANGLE

5"

3/4

"3/4

"1/

2"

1/4"3/4"

11/16"

ø1 1/2"

MC-1709 BED MOULD

COPPER FLASHING & DRIP EDGE

3/4" PLYWOOD DECKING

ICE & WATER SHEILD WATERPROOFING MEMBRANE

STANDING SEAM COPPER ROOF

3"

115


12'-0"x21'-6"

2" X 2" PAINTED STEEL POST, TYP.

CAST STONE BASE; SLOPE CAP TO DRAIN

LINE OF STEEL TRANSOM FRAME ABOVE

14'-8"

24'-10

"

1'-4

"10

'-5"

1'-4

"10

'-5"

1'-4

"

1'-4" 12'-0" 1'-4"

1'-4

"10

'-4"

1'-4

"2'-9"

1'-4

"1'-4

"6'-3"

1'-4" 3'-6"

19'-6"

8"

01A7.2.2

PORTE COCHERE NOTES:

1. FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF FABRICATION.

2. DRAWINGS ARE NOT TO BE SCALED. ARCHITECT TO BE NOTIFIED IN CASE OF DETAIL AND / OR DIMENSION DISCREPANCY.














1/30/20183:58:06 PM

17101

A8.2.2

MAIN HOUSE - PORTECOCHERE DETAILS




SCHEURICH ESTATE

12/20/2017

NORTH

1/4" = 1'-0"01ROOF PLAN @ PORTE COCHERE

3/4" = 1'-0"03SECTION @ PORTE COCHERE

3" = 1'-0"11DETAIL SECTION @ PORTE-COCHERE

NORTH

1/4" = 1'-0"06FLOOR PLAN @ PORTE COCHERE



Issue9.6.17


1505 North Blvd. – Elevation Photographs

North, street facing elevation

East elevation facing West. Blvd.


South, rear yard elevation

Southwest elevation


Partial South, rear yard elevation

Southeast elevation


Northwest elevation

West elevation – porte cochere structureto be located along west elevation

Kaitlyn Scheurich2034 Wroxton Rd713-854-08031/30/17Houston ...

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