c.4 - 1 historic landmark commission ay 20, 2013

C.4 - 1

HISTORIC LANDMARK COMMISSION

MAY 20, 2013

NATIONAL REGISTER HISTORIC DISTRICT

NRD-2013-0037

Old West Austin 1706 Westover

PROPOSAL

Construct a second story addition on an existing detached garage.

PROJECT SPECIFICATIONS

The house is a Minimal Traditional style, one story with a side gable roof, with a center

front door and small front facing gable roof over the stoop that is supported by squared

posts set on piers. The existing detached garage sits at the rear of the lot and is accessed by

a side-loaded driveway.

The applicant proposes to construct an addition to the existing garage. The new

construction will consist of a 34 sq. ft. addition at the front of the garage and a 386 sq. ft.

second story addition set back from the new front wall to accommodate a second story

balcony. The entire garage will be clad in horizontal hardi siding and will be painted to

match the existing house. The roof will have a front facing gable and will have shingles

matching those on the main house. A one car-wide garage door will provide access from the

new gravel strip driveway.

The applicant also proposes to replace an existing concrete walk from the sidewalk to the

front door of the house with a gravel walkway of similar dimension and layout, and

construct a new rear deck on the house.

STANDARDS FOR REVIEW

The existing property is contributing to the Old West Austin National Register Historic

District. Applicable general design review guidelines state:

The distinguishing original qualities or character of a property and its environment

shall not be destroyed. Removal or alteration of any historic material or distinctive

architectural features should be avoided.

All properties shall be recognized as products of their own time. Alterations which

have no historical basis and which seek to create an earlier appearance shall be

discouraged.

Changes which have taken place in the course of time may have acquired

significance in their own right, and shall be recognized and respected.

Distinctive stylistic features or examples of skilled craftsmanship which characterize

a property shall be treated with sensitivity.

Deteriorated architectural features shall be repaired rather than replaced whenever

possible. In the event replacement is necessary, the new material should match the

material being replaced in composition, design, color, texture, and other visual

qualities. Repair or replacement of missing architectural features should be based on

accurate duplications of features, substantiated by historical, physical, or pictorial

C.4 - 2

evidence.

Contemporary design for alterations and additions to existing properties are

appropriate when such alterations and additions do not destroy significant historic,

architectural, or cultural material and are compatible with the size, scale, color,

material, and character of the property, neighborhood, or environment.

Whenever, possible, new additions or alterations to structures shall be done in such

a manner that if such additions or alterations were to be removed in the future, the

essential form and integrity of the structure would not be impaired.

The installation of protective or code-required mechanical systems shall be concealed

whenever possible so as not to intrude upon or detract from the property’s aesthetic

and historical qualities except where concealment would result in the alteration or

destruction of historically significant materials or spaces.

The existing garage is not architecturally significant. The proposed additions to the garage

are compatible in scale, massing, form, and materials of the existing house and meet the

guidelines for review.

STAFF RECOMMENDATION

Release the permit per the proposed design.

C.4 - 3

PHOTOS

C.4 - 4

MOPAC

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±This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does notrepresent an on-the-ground survey and represents only the approximate relative location of property boundaries.This product has been produced by the Planning and Development Review Department for the sole purpose of geographic reference. No warranty ismade by the City of Austin regarding specific accuracy or completeness.

CASE#:LOCATION:

NRD-2013-00371706 Westover RoadSUBJECT TRACT

ZONING BOUNDARY

A-1 Title Sheet : Plotted on 4/26/13 at 3:38 PM by Smith Holt. File Path: /Volumes/Project Files/12016 Plemmons/K.1 Drawings/12016 - Model - CD.pln

Date of Issue:

Sheet Number:

Title Sheet

26 Apr 2013

A-1

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Job:12016

Copyright 2011Smith Holt, llc

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ConstructionDocuments

Index Of Drawings

Sht. No.

A-1

A-2

A-3

A-4

A-5

A-6

A-7

A-8

A-9

A-10

A-11

A-12

Sheet Name

Title Sheet

Notes

Site Plan

Site Work

First Floor Plan

Second Floor Plan

Exterior Elevations

Roof Plan & Roof Details

Section and Details

Section & Wall Details

Structural

Electrical & Plumbing

1706 westover austin texas - Google Maps http://maps.google.com/maps?oe=utf-8&client=firefox-a&q=1706...

2 of 2 1/11/13 9:39 AM

PROJECT MAP:

PROJECT DIRECTORY:

OWNER / CLIENT:John AND Tamara Plemmons1706 Westover RoadAustin, Tx 78703

ARCHITECT:SMITH L HOLT, LLC100 E Skyview rd.Austin, TX 78752(512) 420 0026Contact: Smith Holt, [email protected]

PROJECT CODES:

PROJECT DESCRIPTION:GARAGE ADDITION TO DETACHEDGARAGE. SITE IS ZONED SF-3 -NP

ADDRESSES AFFECTED: 1706 Westover Road Austin, Tx, 78703

LEGAL DESCRIPTION:LOT 11 & W 10 FT OF LOT 12 BLK4 BRYKERWOODS C

This project falls within the jursidiction of the City of Austin, TXand is subject to all developmental regulations set forth forresidential improvements, including but not limited to:

2006 International Residential Code with Austin Amendments2009 Uniform Plumbing Code2011 National Electrical Code2009 International Energy Conservation Code

ENLARGED PLAN / DETAIL TAG

XX

REVISION NUMBER

WINDOW TAG

DOOR NUMBER TAG

ELEVATION MARKER

BUILDING SECTION MARKER

SPOT ELEVATION MARKER

ELEVATION MARKER

1

SYMBOL KEYS:

101'-0"

101'-0"

LEVEL 1 FF

AX.X03

112

SITE CACLULATIONS:ENGINEER:

-------

AREAS (IN SQUARE FEET):(E) HOUSE : 1950(E) GARAGE: 360WOOD DECK STAIRS TO GUEST RM: 34.3 (68.6 MEASURED)NEW SECOND STORY GUEST ROOM: 386

DEMOLISHED IMPERVIOUS COVER: 503DRIVEWAY 1599FLATWORK 458(E) DECKING @ 50% 127.5 (255 MEASURED)DECKING @ 50% 115.5 (231 MEASURED)

SITE: 9427PROPOSED IMP: 4041.3 ALLOWED IMP @ 45%: 4242.2PROPOSED BLDG : 2696ALLOWED BLDG @ 40%: 3770.8

Board of Adjusments:C15-2013-0022

His

toric

Landm

ark

com

mis

ion

Perm

it

##

##

##

SITE

A-2 Notes : Plotted on 4/26/13 at 3:38 PM by Smith Holt. File Path: /Volumes/Project Files/12016 Plemmons/K.1 Drawings/12016 - Model - CD.pln

Date of Issue:

Sheet Number:

Notes

26 Apr 2013

A-2

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Job:12016


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ABOVE FINISHED FLOORADDENDUMAIR CONDITIONING

ALTERNATEALUMINUM

ADDA/C

ALT

BODBUILDING

CEILING

CENTER TO CENTER

CLGCTR

CMU

CENTERCENTER LINE

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DETAIL

DIMENSION

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DIAMETERDIADIM

ELEVATOR

EACHELECTRICELEVATION

ENGINEER

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FIN

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HTR HEATERHVAC

HANDICAPHARDWARE

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HEIGHTHOLLOW METALHOSE BIB

HDW

INFORMATIONINSIDE DIAMETERINSULATE, INSULATIONINSUL

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ORIGINALOFOI

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OWNER FURNISH/CLR

EL

EXT

STANDARDSTD

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SOLID CORESPEC SPECIFICATION(S)

STRUCTURE, STRUCTURALSTR

MIN

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MINIMUMMISCELLANEOUS

MAXIMUMMAX

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MFR MANUFACTURER

N/A

NUMBER

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GENERAL CONTRACTOR

HT

NO., #

POUNDS PER SQUARE INCH

PROJECT (OR)

WDW


ALTERNATEALUMINUM

ADDA/C

ALT

BODBUILDING

CEILING

CENTER TO CENTER

CLGCTR

CMU

CENTERCENTER LINE

COLUMNCONCRETECONCRETE MASONRY UNITCONSTRUCTIONCONTROL JOINT

DETAIL

DIMENSION

COL

CONST

CONT

DIAMETERDIADIM

ELEVATOR


ENGINEER


FLOOR DRAINFURNISH

FIN

FEC

HTR HEATERHVAC

HANDICAPHARDWARE

AIR CONDITIONING


HDW


GALVANIZED


ON CENTER

ORIGINALOFOI

PAIR

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POWER

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PR

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QUANTITYQTY


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NICNTS

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ORIG

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PROPERTY LINEPL

RADIUSR, RAD

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OPPOSITE HANDOH

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OWNER FURNISH/

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EL

EXT

STANDARDSTD


STEEL

SCHEDSHTSC

STL



MIN

MTD


MAXIMUMMAXMECHANICALMECH

MISCMOUNT (ED)

N/A

NUMBER

PSI

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UTILITY

MW MILLWORK

C/C

GENERAL CONTRACTOR

HT

NO., #


PROJECT (OR)

GWB


ALTERNATEALUMINUMARCHITECT

ADDA/C

ALT

BODBUILDING

CEILING

CENTER TO CENTER

CLGCTR

CMU

CENTERCENTER LINE

COLUMNCONCRETECONCRETE MASONRY UNITCONSTRUCTIONCONTROL JOINTCONTINUOUSDETAIL

DIMENSION

COL

CONST

CONT

DIAMETERDIADIM

ELEVATOR


ENGINEER


FLOOR DRAINFURNISH

FIN

FEC

HTR HEATERHVAC

HANDICAPHARDWARE

AIR CONDITIONING


HDW


GALVANIZED


ON CENTER

ORIGINALOFOI

PAIR

PLASTIC LAMINATE

POWER

POINT


PR

PWR

QUANTITYQTY


TOP OFTHROUGH


THRU

TOC

TYP

AFF


ALUMARCH

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CASED OPENINGCO

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CLEAR (ANCE)

CONC

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NICNTS

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RADIUSR, RAD

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OWNER FURNISH/ OWNER INSTALL

OWNER FURNISH/ CONTRACTOR INSTALL

CLR

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EXT

STANDARDSTD


STEEL

SCHEDSHTSC

STL



MIN

MTD


MAXIMUMMAXMECHANICALMETAL

MECHMTL

MISCMOUNT (ED)

N/A NOT APPLICABLE

NUMBER

PSI

TBM TOP OF BEAM

MW MILLWORK

C/C

GENERAL CONTRACTOR

HT

NO., #

PTD


PROJECT (OR)

GYPSUM WALL BOARD

ABBREVIATIONS:1. PROTECT EXISTING TREES, LANDSCAPING, AND PROPERTY DURING CONSTRUCTION. PAY PARTICULAR ATTENTION TO

EXISTING TREE ROOT SYSTEMS, EXPOSED TRUNKS, AND BRANCH DRIP LINES. PROVIDE STANDARD CITY OF AUSTINBARRIERS AND GROUND PROTECTION. NO WORK IS TO OCCUR WITHIN 10'-0" OF TREE TRUNK.

2. PRIOR TO INSTALLATION, ALL STOCKED MATERIALS SHALL BE PROTECTED FROM THE ELEMENTS AND OFF THE GROUND,AS NEEDED, TO ASSURE THEIR GOOD CONDITION.

3. CONTRACTOR TO FURNISH ALL LABOR AND MATERIALS NECESSARY TO COMPLETE INSTALLATION OF FINISHES. EACHCONTRACTOR SHALL RESPECT THE WORK OF OTHER CONTRACTORS AND IS RESPONSIBLE FOR AND LIBEL TO REPAIR ORREPLACE ANY DAMAGE CAUSED BY HIS WORK.

4. CODES: ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH FEDERAL, STATE AND LOCAL CODES AND ANYOTHER REGULATING AUTHORITIES HAVING JURISDICTION OVER SAID PROJECT. THE CONTRACTOR SHALL PROTECT ANDINDEMNIFY THE OWNER AND/OR ARCHITECT AGAINST ANY CLAIM OR LIABILITY ARISING FROM VIOLATION OF ANY SUCHCODE OR REGULATION.

5. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NOT PROVIDED BY THE OWNER, INSPECTION FEES, ANDDEPOSITS REQUIRED FOR THE INSTALLATION OF ALL WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CALLFOR LOCAL INSPECTIONS AND OBTAIN APPROVAL FROM THE CITY OF AUSTIN INSPECTORS FOR COMPLETED WORK.

6. QUALITY: WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND MATERIALS USED OF THE BEST TYPES THE MARKETAFFORDS. ALL INSTALLATIONS AND APPLICATIONS SHALL CONFORM TO INDUSTRY STANDARDS AND MANUFACTURERSPECIFICATIONS.

7. TRASH REMOVAL: CONTRACTOR SHALL PROVIDE FOR TRASH REMOVAL. EACH CONTRACTOR SHALL REMOVE ALL TRASHAND DEBRIS FROM THE SITE AND/OR WITHIN THE BUILDING. IF TRASH AND DEBRIS ARE NOT REMOVED, THE OWNERMAY, AT HIS OPTION, PAY FOR ITS REMOVAL AND BACK-CHARGE THE CONTRACTOR.

8. RECYCLING: CONTRACTOR SHALL USE A DISPOSAL SERVICE THAT RECYLES CONSTRUCTION WASTE. DOCUMENTATIONOF VOLUMES RECYCLED SHALL BE PROVIDED ON AN ONGOING BASIS.

9. THERE SHALL BE NO CLEANING OF EQUIPMENT OR TOOLS ON SITE ALLOWING RUN OFF OF ANYTHING BUT CLEANWATER. AS EXAMPLES: PAINT BRUSH CLEANING IS NOT ALLOWED IN LANDSCAPING. THE WASHOUT OF CONCRETETRUCKS SHALL BE CONTAINED SO AS TO NOT ALLOW RUN-OFF OF CHEMICALS AND MATERIALS INTO THE LANDSCAPE.

10. THE GENERAL CONTRACTOR SHALL COORDINATE THE LOCATION AND SIZE OF OPENINGS FOR VENTS, INSERTS, BOXES,HANGERS, BLOCKING, ETC. WITH THE ARCHITECT PRIOR TO ANY FIELD CUTTING OR FIELD PENETRATIONS BEING MADE.

11. ALL ERECTIONS, DETAILS, MATERIALS, METHODS, ETC. SHOWN AND/OR NOTED AND ANY DRAWING SHALL APPLY TO ALLOTHER SIMILAR LOCATIONS, UNLESS OTHERWISE NOTED.

12. THE GENERAL CONTRACTOR SHALL SAFELY SHORE, BRACE, AND/OR SUPPORT ALL WORK AS REQUIRED. THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND NO ACT, DIRECTION, OR REVIEW OF ANY SYSTEM ORMETHOD BY THE ARCHITECT OR OWNER/DEVELOPER SHALL RELIEVE THE CONTRACTOR OF THIS RESPONSIBILITY.

13. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW OR INDICATE ALL FASTENING OR FRAMING TECHNIQUES AND/ORDEVICES, OR TO SHOW ALL CONDITIONS PRESENT.

14. SUBMIT SAMPLES OF ALL FINISH MATERIALS, PAINTS AND STAINS FOR APPROVAL BY THE OWNER.15. GENERAL CONTRACTOR TO PROVIDE MEANS TO SECURE AND PROTECT CONSTRUCTION AREAS FROM THE PUBLIC, AND

PROTECT THE PUBLIC FROM CONSTRUCTION OPERATIONS, INCLUDING BLOCKING ACCESS TO THE POOL.16. DIMENSIONS GIVEN ON PLAN SHEETS ARE TO FACE OF FINISH OR FACE OF CONCRETE OR MASONRY, UNLESS

OTHERWISE SHOWN TO BE AS FRAMING, CENTERLINE OR CLEAR DIMENSION.17. GENERAL CONTRACTOR SHALL PROVIDE BACKING FOR THE SUPPORT OF EQUIPMENT AND ACCESSORIES, INCLUDING, BU

T NOT LIMITED TO: SHELVING, LAVATORIES, CABINETS, TOILET ACCESSORIES, CLOSET ACCESSORIES, STAIR RAILINGS,LIGHT FIXTURES, BUILT-INS, AND OTHER OWNER EQUIPMENT REQUIRING BACKING AS A MEANS OF SUPPORT.

18. ALL GYPSUM WALLBOARD SHALL BE ½". WALLS AT 'WET AREAS' WITHIN BATHROOMS, KITCHENS, OR UTILITY AREAS SHALL BE ½" GREEN BOARD. PROVIDE CEMENT BACKER BOARD AT SHOWER LOCATIONS.

19. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. CONTACT ARCHITECT FOR CLARIFICATION REGARDING CONFLICTSOR DIMENSIONS IN QUESTION.

20. NO WOOD SHALL BE IN CONTACT WITH EARTH, MASONRY, OR CONCRETE. PROVIDE NYLON WASHERS OR SPACERS ATCONNECTIONS. ALL WOOD AT EXTERIOR LOCATIONS SHALL BE PRESSURE TREATED.

21. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND REPORT ANY CONFLICTING INFORMATION TO THE OWNER OR ARCHITECT FOR CLARIFICATION.

22. ALL UTILITY CONNECTIONS AND WORK SHALL BE INSTALLED IN ACCORDANCE WITH PUBLIC UTILITY STANDARDS AND OTHER AUTHORITIES HAVING JURISDICTION. GENERAL CONTRACTOR TO VERIFY EXISTING CONDITIONS, AND COORDINATECONNECTIONS WITH THE REQUIRED ENTITIES.

23. OWNER REQUESTS THE RIGHT TO PROVIDE CERTAIN ITEMS WITHIN THE STRUCTURE FOR THE CONTRACTOR TO INSTALL.SEE "OWNER PROVIDED, CONTRACTOR INSTALLED ITEMS" LIST.

24. ALL FASTENERS EXPOSED TO VIEW OR TO ELEMENTS TO BE GALVANIZED.

A-3 Site Plan : Plotted on 4/26/13 at 3:38 PM by Smith Holt. File Path: /Volumes/Project Files/12016 Plemmons/K.1 Drawings/12016 - Model - CD.pln

Date of Issue:

Sheet Number:

Site Plan

26 Apr 2013

A-3

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N

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9.44

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EXIS

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N 6

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W 7

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[N 29°19'00" E 142.00']

(S 6

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S 29°42'47" W 141.91'

9.88

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N 29°27'04" E 141.71'

(S 29°19'00" W 142.00')

S 6

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A-4 Site Work : Plotted on 4/26/13 at 3:38 PM by Smith Holt. File Path: /Volumes/Project Files/12016 Plemmons/K.1 Drawings/12016 - Model - CD.pln

Date of Issue:

Sheet Number:

Site Work

26 Apr 2013

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A-5 First Floor Plan : Plotted on 4/26/13 at 3:38 PM by Smith Holt. File Path: /Volumes/Project Files/12016 Plemmons/K.1 Drawings/12016 - Model - CD.pln

Date of Issue:

Sheet Number:

First Floor Plan

26 Apr 2013

A-5

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1 A-9

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OT

DIS

TU

RB

/R

EM

OV

E M

OR

ETH

AN

50

%.

EXIS

TIN

G W

ALL

.

NEW

WALL EXIS

TIN

GCO

LUM

N

NEW

CO

LUM

N

NEW

CO

LUM

N @

(E)

WALL

EXIS

TIN

GCO

LUM

N

EXIS

TIN

GELE

CTRIC

AL

POLE

NEW

3'X

6'8

"D

OO

R

NEW

EXTERIO

RSTA

IR C

ASE

NEW

WIN

DO

W

STRU

C.

ABO

VE

(E)

PRO

TECTED

TREE

NEW

WALL

: 2

X4 @

16"

0.C

.W

ITH

1/2

" O

SB O

N E

XTERIO

RAN

D I

NTERIO

R S

IDES,

WIT

H30#

FELT

WIT

H H

ARD

I PL

AN

KSID

ING

.

4 A-7

SCALE: 1/4" = 1'-0"1 First Floor Plan

PLAN NOTES1. REVIEW OTHER SHEETS FOR ADDITIONAL

INFORMATION.2. DIMENSIONS: REVIEW A-6 FOR DESIRED SECOND

STORY DIMENSIONS.

A-6 Second Floor Plan : Plotted on 4/26/13 at 3:38 PM by Smith Holt. File Path: /Volumes/Project Files/12016 Plemmons/K.1 Drawings/12016 - Model - CD.pln

Date of Issue:

Sheet Number:

Second FloorPlan

26 Apr 2013

A-6

Garage

Guest Room

10

0 E

. S

kyvie

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dA

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in,

Texas

78

75

2(5

12

) 4

20

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Job:12016


SM

IT

H L H

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1 A-9

1 A-9

1 A-10

1 A-10

1 A-7

2 A-7

3 A-7

16'-4

"

8'-2

"8'

-2"

19'-6"

9'-9"9'-9"

3'-1

1"8'

-1"

4'-4

"

8'-2

"8'

-2"

2'-41/4"3'-1"

3'-0

"

5'-1

"

19'-6"

5'-9"4'-0"4'-0"5'-9"

NEW

WALL

: 2

X4 @

16"

0.C

.W

ITH

1/2

" O

SB O

N E

XTERIO

RAN

D I

NTERIO

R S

IDES,

WIT

H30#

FELT

WIT

H H

ARD

I PL

AN

KSID

ING

.

LIN

E O

F FI

RST F

LOO

RBELO

W

GU

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M/

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ICE

BATH

CLO

SET

EXTERIO

R D

ECK

4 A-7

SCALE: 1/4" = 1'-0"1 Second Floor Plan

PLAN NOTES1. REVIEW OTHER SHEETS FOR ADDITIONAL

INFORMATION.2. PROVIDE 2X6 BLOCKING AT 34" AND 72" AFF IN

BATHROOM WALLS3. INSULATE BATHROOM WALLS AND CEILING WITH 3.5"

SOUND BATTS.4. INSULATION INSTALLATION SHALL MEET ENERGY STAR

GRADE I; SEALING OF THERMAL ENCLOSURE/ENVELOPE SHALL MEET CURRENT IECC STANDARDSFOR LIMITING AIR INFILTRATION. THIS SHALLINCLUDE THE GARAGE WITH REGARDS TO AIRINFILTRATION.

5. USE CONCRETE BACKER BOARD IN SHOWER AND GREENBOARD AT ALL BACKSPLASH LOCATIONS.

6. WALLS AND CEILING SHALL BE FINISHED TO LEVEL 4 ASDEFINED BY USG.

A-7 Exterior Elevations : Plotted on 4/26/13 at 3:38 PM by Smith Holt. File Path: /Volumes/Project Files/12016 Plemmons/K.1 Drawings/12016 - Model - CD.pln

Date of Issue:

Sheet Number:

ExteriorElevations

26 Apr 2013

A-7

Garage

Guest Room

10

0 E

. S

kyvie

w R

dA

ust

in,

Texas

78

75

2(5

12

) 4

20

-00

26

smit

h@

smit

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Job:12016


SM

IT

H L H

OLT


Mc Mansion Tent

PropertyLine

5' Setback

HARDI SIDING 4" X 5/8"

FASCIA AND EAVE TOMATCH MAIN HOUSE.

EXTERIORSTAIRS

NEW SIDING ATEXISTING WALL

CORNER TRIM TOMATCH MAIN HOUSE

Mc Mansion Tent

Property Line

5' Setback



EXISTING GARAGESTRUCTURE

EXTERIORSTAIRS


NEW ELECTRICALSERVICELOCATION

Mc Mansion Tent

Power line and pole

Property Line

5' Setback

SHINGLES TO MATH MAINHOUSE.



NEW WALLBEYONDEXISTING GARAGE

STRUCTURE

EXISTING METALROOF

Mc Mansion Tent

10'-0" OSHA Zone

12'-6" NEMA Clearance

Power lineand pole

Easement

Property Line

7'-6" Austin EnergyClearance

5' SetbackTree


EXISTING GARAGESTRUCTURE


NewService forsite

EXTERIOR STAIRS


SCALE: 1/8" = 1'-0"2 South Elevation

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

SCALE: 1/8" = 1'-0"4 West Elevation

SCALE: 1/8" = 1'-0"3 West Elevation

A-8 Roof Plan & Roof Details : Plotted on 4/26/13 at 3:38 PM by Smith Holt. File Path: /Volumes/Project Files/12016 Plemmons/K.1 Drawings/12016 - Model - CD.pln

Date of Issue:

Sheet Number:

Roof Plan & RoofDetails

26 Apr 2013

A-8

Garage

Guest Room

10

0 E

. S

kyvie

w R

dA

ust

in,

Texas

78

75

2(5

12

) 4

20

-00

26

smit

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smit

hh

olt

.co

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Job:12016


SM

IT

H L H

OLT


1'-0

"1'

-0"

(E)

RO

OF

STRU

CTU

RE

INSTA

LLFL

ASH

ING

AT

(E)

RO

OFI

NG

,TYP.

PRO

VID

E 2

'O

VERH

AN

G O

R A

SLA

RG

E A

S P

OSSIB

LEW

HIL

E A

VO

IDIN

G(E

) TREE.

NEW

RO

OF

STRU

CTU

RE:

SH

ING

LES O

VER 3

0#

FELT

OVER 5

/8"

OSB O

N 2

X8 S

SSYP

JOIS

TS W

ITH

R-3

8 B

ATT

INSU

LATIO

N W

ITH

DRYW

ALL

ATT

ACH

ED

TO

TH

EU

ND

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E.

5:1

2 S

LOPE

DO

WN

5:1

2 S

LOPE

DO

WN

(E)

SLO

PED

OW

N(E

) SLO

PED

OW

N

RIDGE(E)

RIDGE

SCALE: 1/4" = 1'-0"1 Roof Plan

ROOF NOTES

1. REVIEW OTHER SHEETSFOR ADDITIONALINFORMATION

2. MATCH EXISTING HOMESHINGLES.

A-9 Section and Details : Plotted on 4/26/13 at 3:38 PM by Smith Holt. File Path: /Volumes/Project Files/12016 Plemmons/K.1 Drawings/12016 - Model - CD.pln

Date of Issue:

Sheet Number:

Section andDetails

26 Apr 2013

A-9

Garage

Guest Room

10

0 E

. S

kyvie

w R

dA

ust

in,

Texas

78

75

2(5

12

) 4

20

-00

26

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.co

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Job:12016


SM

IT

H L H

OLT


8'-1

11/4"

8'-0

"4'

-01/

2"

NEW DECKAND RAILING

EXPOSED 2X6COLLAR TIES

COLUMN, TYP.

GARAGE WALL

(E) WALL

NEW WALL SYSTEM: SIDING ON30# FELT OVER 5/8" OSB ON 2X4STUDS WITH R-15 BATT INSUL.WITH DRYWALL ON INTERIOR.

STRUC PER A-11.INSULATE TO R-19WITH 30# FELT WITHHARDI-SOFFIT

MILLWORK

FRENCHDOORS

OFFICE BATH

GARAGECARPORTT.

O.

STRU

CT.

O.

PLATE

SCALE: 1/4" = 1'-0"1 Building Section A

A-10 Section & Wall Details : Plotted on 4/26/13 at 3:38 PM by Smith Holt. File Path: /Volumes/Project Files/12016 Plemmons/K.1 Drawings/12016 - Model - CD.pln

Date of Issue:

Sheet Number:

Section & WallDetails

26 Apr 2013

A-10

Garage

Guest Room

10

0 E

. S

kyvie

w R

dA

ust

in,

Texas

78

75

2(5

12

) 4

20

-00

26

smit

h@

smit

hh

olt

.co

mw

ww

.sm

ith

ho

lt.c

om

Job:12016


SM

IT

H L H

OLT


EXPOSED 2X6COLLAR TIES

(E) WALL

NEW WALL SYSTEM: SIDING ON30# FELT OVER 5/8" OSB ON 2X4STUDS WITH R-15 BATT INSUL.WITH DRYWALL ON INTERIOR.

STRUC PER A-11.INSULATE TO R-19WITH 30# FELT WITHHARDI-SOFFIT

OFFICE

GARAGE

SCALE: 1/4" = 1'-0"1 Building Section B