certificate of ,$ffi1f,ttlljffif*, form qlffi iunnnnrl,trur

CERTIFICATE OF APPROPRIAAPPLICATIO

TENESS ,$ffi1f,ttllJffif*,N FORM qlffi

iunnnnrl,trurPROPERTY

Adoress 1040

Historic District / Landmark NOrhill HistoriC DistriCt HCAD # 0621120000030

subdivision North Norhill Lot 10 Block 133

DESIGNATION TYPEE Landmark

! Protected Landmark

I Archaeologicalsite

OWNER

*ur" Bruce Boatner

E Contributing

! Noncontributing

I Vacant

PROPOSED ACTION[l Ateration or Addition f] Retocation

fl Restoration E Dernolition

n New Construction ! Excavation

DOCUMENTS

K] Application checklist for each proposed action and all applicable documentation listed within are attached

APPLICANT 1ir other than owner)

ruameCarrie Gonzales

Company

Maiting Addres" 1040 Key Street

companv Richard Grothues Designs, lncrr,rairingeoaress 10810 Katy Frwy Suite 204

Houston Tx77043Houston TX 77009

Phone 713.385.4986 Pnone832.226.4232

emair

-Dsig"ature D-au<-,R#o,t" 9f >'r'rACKNOWLEDGEMENT OF RESPONSIBILITYRequirements: A complete application includes all applicable information requested on checklists to provide a completeand accurate description of existing and proposed conditions. Preliminary review meeting or site visii with staff may benecessary to process the application. owner contact information and signature is required. Late or incompleteapplications will not be considered.Deed Restrictions: You have verified that the work does not violate applicable deed restrictions.Public Records: lf attached materials are protected by copyright law, you grant the City of Houston, its officers, agencies,departments, and employees, non-exclusive rights to repiooJce, oistrioutJ and publish copyrighted materials before theHouston Archaeological and Historical Commiision, the Planning Commission, City Council, and other City of Houstoncommissions, agencies, and departments, on a City of Houston website, or oth-er public forum for the purposes ofapplication for a Certificate of Appropriateness or buiioing permit, and other educational and not for profit purposes. youhereby represent that you possess the requisite permissioin'or rights being conveyed here to the City.Gompliance: lf granted, you agree to comply with all conditions of the CoA. Revisions to approved work require staffreview and may require a new application and HAHC approval. Failure to comply with the CoA may result in projectdelays, fines or other penalties.

Emait

Rev. 02.2015

Application reeeived: _/_/_ Application complete: _/_/_

CERTIFICATE OF APPROPRIATENESS APPLICATION INSTRUCTIONS

Well in advance of the COA application deadline contact staff to discuss your project, application requirements, and, if necessary, to make an appointment to meet with staff for a project consultation. Visit the Historic Preservation Web Manual for historic district profiles, project guidance and forms. www.houstontx.gov/HistoricPreservationManual

Historic Preservation Office 832.393.6556 [email protected]

SUBMISSION INSTRUCTIONS To submit application to Planning Department:

• email documents to [email protected] (attachments must be less than 10MB) • send a Dropbox shared folder invitation to [email protected], or • contact staff to set up an appointment to drop off a disc or flash drive.

MEETING SCHEDULE • Applications are due 22 calendar days in advance of the HAHC meeting by 12 PM (noon) on the deadline

date. Exception: revisions to items deferred or denied at the previous HAHC meeting are due 15 days in advance of the scheduled meeting.

• Application deadlines are firm. All materials must be submitted by the deadline to be considered at the following HAHC meeting. Designs must be final at time of application; revisions will not be accepted after the deadline.

• HAHC will not accept new material or redesigns presented at the HAHC meeting. Deferral until the following month’s meeting may be necessary in such cases to allow for adequate review by staff and commissioners.

• HAHC monthly meetings are held at 3:00 PM at City Hall Annex, 900 Bagby Street, City Council Chambers, Public Level.

2015 Meeting Dates

(Thursdays unless noted otherwise) COA Application Deadlines Demolition / Relocation Posted Sign Deadlines

January 29 January 7 January 19

February 26 February 4 February 16

March 26 March 4 March 16

April 23 April 1 April 13

May 21 April 29 May 11

June 18 May 27 June 8

July 22 (Wednesday) June 30 July 12

August 27 August 5 August 17

September 24 September 2 September 14

October 22 September 30 October 12

November 19 October 28 November 9

December 16 (Wednesday) November 24 December 6

Rev. 02.2015

http://www.houstontx.gov/HistoricPreservationManual

C E R T I F I C A T E O F A P P R O P R I A T E N E S S A P P L I C A T I O N P A R T I – G E N E R A L F O R M

DEFINITIONS Addition: any expansion to an existing building, structure or object. Alteration: any change to the exterior of a building or structure, including adding, moving, removing or replacing an exterior feature. Demolition: an act or process that destroys in whole, or a majority of, any building, structure, object or site. Excavation: to expose, uncover, or remove by digging, cutting or hollowing out. Exterior Feature: an element of the architectural character and the general arrangement of the external portion of a building, structure or object, including building materials. Mandatory Repair: a repair of a building or structure that is necessary to comply with Article IX, Ch. 10, Houston Code of Ordinances, as evidenced by an order of the hearing official or the building and standards commission or by a citation. New Construction: the erection of a new building, structure, or object, on a lot, site, or other property. Relocation: any change in the location of a building, structure, or object. Restoration: accurately recovering the form and detail of a building, structure, object, or site and its setting as it appeared at a particular period of time by means of the removal of later work, or by the replacement of missing earlier work, or both.

To be completed by PLANNING STAFF:

Application received by: Date:

Accepted as complete by: Date:

CERTIFICATE OF APPROPRIATENESS

ALTERATION & ADDITON CHECKLIST

Rev. 10.2014

Well in advance of the COA application deadline contact staff to discuss your project and, if necessary, to make an appointment to meet with staff for a project consultation.

Complete all applicable items and submit with the COA application form. Staff can assist you in determining what items are required for your scope of work. An incomplete application may cause delays in processing or may be deferred to the next agenda. Application materials must clearly represent current and proposed conditions. Refer to Houston Code of Ordinances, Ch. 33 VII, Sec. 33-241 for approval criteria for alteration, rehabilitation, restoration and additions.

PROPERTY ADDRESS:

BUILDING TYPE ALTERATION TYPE

single-family residence

multi-family residence

commercial building

mixed use building

institutional building

garage

carport

accessory structure

other

addition

foundation

wall siding or cladding

windows or doors

porch or balcony

roof

awning or canopy

commercial sign

ramp or lift

other

WRITTEN DESCRIPTION

property description, current conditions and any prior alterations or additions

proposed work; plans to change any exterior features, and/or addition description

current building material conditions and originality of any materials proposed to be repaired or replaced

proposed new materials description; attach specification sheets if necessary

PHOTOGRAPHS label photos with description and location

elevations of all sides

detail photos of exterior elements subject to proposed work

historical photos as evidence for restoration work

DRAWINGS scale like drawings the same; include all dimensions and drawing scale; label with cardinal directions

current site plan

proposed site plan

current floor plans

proposed floor plans

current window and door schedule

proposed window and door schedule

demolition plan

current roof plan

proposed roof plan

current elevations (all sides)

proposed elevations (all sides)

perspective and/or line of sight

Rick

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1040 Key Street

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Contact Information

Building Code

Abbreviations

INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO

FAMILY DWELLINGS, 2006 EDITION

INTERNATIONAL MECHANICAL CODE, 2006 EDITION

INTERNATIONAL PLUMBING CODE, 2006 EDITION

NATIONAL ELECTRIC CODE OF THE NATIONAL FIRE

PROTECTION ASSOCIATION, INC., 2011 EDITION

INTERNATIONAL ENERGY CONSERVATION CODE, 2009

EDITION

ADJUST ADJUSTABLE

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ANOD ANODIZED

AP ACCESS PANEL

ARCH

ARCHITECT/ARCHITECT

URAL

AT ARCHED TOP

A/C AIR CONDITIONING

A/V AUDIO VISUAL

BD BOARD

BLDG BUILDING

BLK BLOCKING

B.M. BENCH MARK

BUR BUILT UP ROOFING

CJ CONTROL JOINT

CLG CEILING

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CTSK COUNTERSUNK

D DEEP / DEPTH

DBL DOUBLE

DIA DIAMETER

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

EXT EXTERIOR

FA FIRE ALARM

FD FLOOR DRAIN

FIN FINISH / FINISHED

FTG FOOTING

FT FOOT / FEET

FV FIELD VERIFY

GALV GALVANIZED

GA GAUGE

GEN GENERAL

GMP GUARANTEED MAXIMUM

PRICE

GYP GYPSUM

HC HOLLOW CORE

HDCP HANDICAPPED

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HVAC HEATING, VENTILATION,

& AIR CONDITIONING

ID INTERIOR DIAMETER

INSUL INSULATED /

INSULATION

INT INTERIOR

IN INCH

JAN JANITOR

JST JOIST

JT JOINT

LAM LAMINATED / LAMINATE

LAV LAVATORY

LH LEFT HAND

MAINT MAINTENANCE

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL,

PLUMBING

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MULL MULLION

NIC NOT IN CONTRACT

NO. OR # NUMBER

NTS NOT TO SCALE

OC ON CENTER(S)

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED,

CONTRACTOR INSTALLED

O.H. OPPOSITE HAND

O/H OVERHEAD

ORD OVERFLOW ROOF DRAIN

O.S. OVERFLOW SCUPPER

PERF PERFORATED

P.L. PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAST PLASTER

PLWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

R RADIUS

R/A RETURN AIR

RD ROOF DRAIN

REQD REQUIRED

RH RIGHT HAND

RM ROOM

SCHED SCHEDULE(D)

SC SOLID CORE

SF SQUARE FOOT

SPEC SPECIFICATION

SRO SHEET ROCK OPENING

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL (DRAWINGS)

TEMP TEMPERED

TME TO MATCH EXISTING

TYP TYPICAL

UL UNDERWRITERS

LABORATORY

UNO UNLESS NOTED OTHERWISE

VIF VERIFY IN FIELD

WC WATER CLOSET

WD WOOD

WP WATERPROOF(ING)

WR WATER RESISTANT

W/ WITH

XFMR TRANSFORMER

Builder:

Structural Engineer:

Designer: Richard Grothues Designs

8734 Dawnblush Lane

Houston, TX 77095

713.449.9191

1040 Key Street

House Remodel

Bruce Boatner

House Remodel - 1040 Key Street

Legal Description:Legal Description:Legal Description:Legal Description:

LT 10 BLK 133 North Norhill

Address:Address:Address:Address:

1040 Key Street, Houston TX 77009

Current Conditions:Current Conditions:Current Conditions:Current Conditions:

The house is in good condition. House has been previously

altered, but date of alterations are unknown. There are

noticeable signs that the front door had previously been

relocated, as well as, the removal of a front window. The

porch columns and railing are not original.

Proposed Work:Proposed Work:Proposed Work:Proposed Work:

Relocate Front door to its original location. Replace non-

historic window on east elevation with two historical windows.

Add historic window back to the front of the house. Add glass

panel door to west elevation with a small roof and deck.

Replace the porch columns and railing.

Current Building Materials:Current Building Materials:Current Building Materials:Current Building Materials:

The house has all the existing Windows with one exception.

Doors, Siding, Trim, Gable brackets, and remaining windows are

original to the house.

Proposed New Materials:Proposed New Materials:Proposed New Materials:Proposed New Materials:

· Glass Panel Door

· Treated Lumber for Deck

· 117 Siding

· Wood Trim Boards

· Salvaged Historic Windows

Scope of WorkScope of WorkScope of WorkScope of Work

DN

DNNew 24" High Wood Deck

New Small Gable Roof

to Cover Door entry

4' - 0"

3' - 2" 8' - 10" 6' - 5" 2' - 9"

3' - 1"

10' Building Line

15' Building Line

Existing Roof Overhang (Typ)

2' - 0"

ALL IDEAS, PLANS AND SPECIFICATIONS ARE THE PROPERTY OF THE CREST GROUP. PURCHASER'S RIGHT IS CONDITIONAL AND LIMITED TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE LOT STATED HEREIN, AND USE IS LIMITED SPECIFICALLY TO SUCH PROPERTY. THE REPRODUCTION OR USE OF THESE PLANS CONCERNING ANY OTHER PROJECT IS STRICTLY PROHIBITED WITHOUT WRITTEN PERMISSION OF THE CREST GROUP. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. ALL

PLANS DESDIGNED FOR THE CONSTRUCTION OF THIS BUILDING SHOULD BE REVIEWED AND REFERENCED TO BEFORE ANY CONSTRUCTION BEGINS. IN THE EVENT OF ANY CONFLICTS OR INCONSISTENCIES IN THE PLANS, THE CREST GROUP SHOULD BE CONTACTED IMMEDIATELY. IF NO SUCH CONTACT IS MADE, THEN THE CONTRACTOR AND SUBCONTRACTORS, THEIR AGENTS AND EMPLOYEES, ASSUME ALL LIABILITY ASSOCIATED WITH SUCH CONFLICTS OR INCONSISTENCIES.

Richard Grothues Designs, Inc.

Residential Commercial Land Planning

8734 Dawnblush Lane

Houston, TX 77095

Phone: 713.449.9191 Fax: 713.893.6901

Sheet Number:

Sheet Name:

Job Number:

Last Plot:

Last Modified:

C:\Users\Rick\Dropbox (RGDesigns)\RGDesigns Team Folder\RGDI -2015\2015.0039 - 1040 Key Street\Drawings\1040 Key Historic Rev.rvt

9/11/2015 10:38:06 AM

1040 Key Street

2015.0039

Site Plan

A0.1

House Remodel

Bruce Boatner

1/4" = 1'-0"1Site Plan

BRICK

SECT. M1307.2

4" RND. PRE-FABFLUE (OR AS SIZEDBY MANUF.)

FLASHING

RAFTERS AS PERPLAN

MIN. 1 1/2" HIGH, 24 GA. METALPAN. FASTEN TO DECKING INACCORDANCE TO IRC 2006,

CEILING JOISTS AS PER PLAN

SECT. M1306

IRC 2006,

CLEARANCE PER

WATERHEATER

WHIRC 2006, SECT. R1003.10

1'-8"

1 1/2"

MIN.

3X3 STL. LINTEL

MASONRY

12"

M1

LINTEL

32" (FOR 48" WIDTH)

32" (FOR 42" WIDTH)

29" (FOR 36" WIDTH)

8"

4X4 STL.

ADDITIONAL INFORMATION.AND FIGURE R1003.1 FORSEE IRC 2006, TABLE R1003.1

MIN.

M2

IRC 2006, SECT.COMPLY WITHFLUE LINING TO

FIRE BRICK

8" MIN.

FIRE CLAY

MORTAR

DAMPER

1'-8"

8" 8"R1001.7

R1004 AND MANUFACTURERSPECIFICATIONS AND STANDARDS.

FACTORY-BUILT

FIREPLACE AS PER IRC 2006, SECT.

FIRESTOP BELOW FLOOR

2" MIN. CLEAR

DESIGN & INSTALL FACTORY- BUILT

JOISTS

IRC 2006 TABLE R1001.17

CEMENT

SECT. R1001.12.2SECT. R1001.12.1 OR

PER IRC 2006T.C. FLUE SIZING

CRICKET PER

2'-0"

10'-0"

FIRE BLOCKING

W/ FIREPROOFMATERIAL AS

2" AIR SPACE

2" 2" MIN

FIRESTOP ABOVE CEILINGJOISTS IN ATTIC.

MIN. OPENING FOR15" DIA. MTL. FLUE

19"X19"

AND STEEL LINTEL.BY SHEATHED FRAME WALL,

MASONRY VENEER SUPPORTED

SPECIFICATIONS.METAL FLUE AS PER MANUF.COMBUSTIBLE MATERIALS FORALLOW MIN. 2" CLEARANCE TOGALV. MTL. CHIMNEY CAP

CRICKET

CURVED STAIR MINIMUMS

ST

12"

4

RE: PLAN

6

MEASUREMENTSARE MINIMUM

6" MIN.

8

MIN.10"

7

2

15-1.3 (CEMENT PLASTER)

ITEM 1-1.1 or 1-1.2IBC 2006, TABLE 719.1(2)

IBC 2006, TABLE 719.1(2)ITEM 15-1.1 (SIDING) or

SECTIONWALL

NON-BRICK

RAKE DETAILWITH BRICK

WITHOUT BRICKWITHIN 3' OF PL.

WITHIN 3' OF PL.

RAKE DETAIL

ONE HOUR FIRE RATED WALL

ONE HOUR FIRE RATED WALL

(SELECT THICKNESS FOR A 2 HOUR ASSY.)DUE TO MATERIAL TYPE.

ITEM 3-1.1 THROUGH 3-1.4BLOCK WIDTH WILL VARY

IBC 2006, TABLE 719.1(2)

18

16

30

37

CONCRETE BLOCKPARTY WALL

TWO HOUR FIRE RATED WALL

ITEM 9-1.1 (NON-BEARING)IBC 2006, TABLE 719.1(2)

2x4 STUDPARTY WALL

NO SCALE

TWO HOUR FIRE RATED WALL

30

37

16

23

18

30

37

16

LINE

PROPERTY

18

NO SCALE

26

30

37

16

18

F11

17

BREEZWAY DETAIL

18

16

20

18

16

30

30

16 16

30

16

18

1922

2030

23

16

30

18

2219

3020

22

23

18

18

16

30

18 19

LINE

23

18

PROPERTY

16

18

19 18

30

18

16

30

2929

19

30

19

30

16

18

29

11

22

20

6

26

18

16 16

19 19

18

18

30

18

F10

CANTIL. OVERBRICK BELOW

STUD WALLS

BETWEENPROVIDE 2"

2

23

16

15

LINE

PROPERTY

1

16

15

2

15

1

WITHOUT BRICKRAKE DETAIL

F8PLANSPROPERTY

16

2

16

2

26

LINE

110 10

29

15

35

32

1

11

F9SEE

6

15-1.3 (CEMENT PLASTER)

ITEM 15-1.1 (SIDING) orIBC 2006, TABLE 719.1(2)

1 HR. EXT. WALL

NO SCALE

21

16

30

15

19 F1237

30

171918

19

28

16

2

4 31

21

30

22

16

21

16

21

30

2030

21

30

21

16

28

27

17

27

28

ELEVS.

BRICKWALLSECTION

28

3415

2

16

18

30 19

15

34112

SEE

2'-0" Min.

2x6 FASCIA

2

SEEELEVS.

19

TYPICAL ROOF SECTION

F3

4 53

4X4 POSTS AT 10' O.C.

IN BRZWY FOR DRAFTSTOP

5/8" TYPE 'X' S/R CONST.

13

15

ELEV.

SEE

6

3

12

2

PRESSURE TREATED

F2

51

12

11

WITH BRICKRAKE DETAIL

16

19

17

14

13

16

29

30

18

F5

11

6

7

3

2

39 41

F4

29

35

30

18

34

32

22

19

20

18

16

17

30

29

37

30

16

18

18

30

16

19

30

18

16

18

30

35

32

13

11

14

7

6

18

34

29

16

2

15

12

4 3391

ELEVS.SEE

ROOF BRACING OPTIONS

ALL INCLUDE COLLAR TIES

2

1

RIDGE BRACE

SEE PLANSFOR SIZE30 15

25

10

MIN.

19

18

16

45°

8

12

5

30

± 8' O.C.

9

2

13

19

38

17

29

37

16

30

18

11

7

14

29

17

F7

1213

30

18

16

20

22

38

29

34

32

35

F6

29

34

35

32

SEEELEVS.

29

35

19

U.O.N.

14" TYPICAL

2

6

1

18

16

30

30

16

18

18

30

15

16

12

11

7

32

34

14

1213

14" TYPICAL

U.O.N.

6

2

29

1

11F1

30

30

18

19

ELEVS.SEE

12

2

7

6

1412

14" TYPICAL

U.O.N.

1

1. Attics containing appliances requiring access shall be provided with

an opening and unobstructed passageway large enough to allow

removal of the largest appliance, but not less than 30" high and 22"

wide and not more than 20 feet long when measured along the

centerline of the passageway from the opening to the appliance

(2006 IRC Section M1305.1.3).

2. Attics containing appliances shall be provided with a pull down

stairway with a clear opening of not less than 22 inches in width

and a load capacity of not less than 350 pounds.

Attic Access Notes:

Electrical Notes:

1. Smoke alarms shall be installed in following locations:

1. In each sleepling room,

2. Oustide each separate sleeping area in the immediate vicinity of

the bedrooms,

3. On each additional story of the dwelling, including basements

and habitable attics but not including crawl spaces and

uninhabitable attics. (2006 IRC Section R314.3)

2. Smoke alarms shall receive their primary power from the building wiring

when such wiring is served from a commercial source, and when

primary power is interrupted, shall receive power from a battery. Wiring

shall be permanent and without a disconnecting switch other than those

required for overcurrent protection. Smoke alarms shall be

interconnected (2006 IRC Section R314.4)

3. GFCI receptacles to be located and installed per Sections E3801 and

E3802 of the 2006 IRC.

4. Provide 110v receptacle and switched light in attic near HVAC

equipment (2006 IRC Section M1305.1.3.1). Locate switch near (if not

outside) attic access.

5. Fire rated wall penetrations by electrical outlets - surface area of

individual metallic outlet or switch boxes shall not exceed 16 sq. in..

The aggregate surface area of boxes shall not exceed 100 sq. in. per

100 sq. ft.. Boxes located on opposite sides on walls or partitions shall

be separated by a horizontal distance of 24". Metallic outlet or switch

boxes shall be securely fastened to the studs, and the opening in the

wallboard facing shall be cut so that the clearance between the box and

the wallboard does not exceed 1/8 in. (taken from UL directory, page

13) (IRC 2006, Sect. R321.3).

6. Provide a Cat 5e cable to every bedroom and study.

7. Provide outside main of minimum 200 amp service with minimum #12

AWG copper wire and two ground rods.

General Notes

General Notes:

1. Do not scale drawings. written dimensions take precedence. contractor to

verify and be responsible for all dimensions and conditions on the job and

notify Richard Grothues Designs of any variations from the dimensions or

conditions shown on drawings.

2. All written notes on the architectural drawings shall take precedence over

the minimum standard notes detailed on this sheet.

3. Every sleeping room shall have at least one operable emergency escape

and rescue opening. The opening shall have a sill height of not more than

44" a.f.f. All emergency escape and rescue openings shall have a

minimum net clear opening of 5.7 sq. ft. except grade floor openings shall

have a minimum net clear opening of 5 sq. ft. The minimum net clear

opening height shall be 24 inches and the net clear opening width shall be

20 inches (IRC 2006, Sect. R310).

4. All window head heights taken from immediate interior floor level. Head

heights in stairwells taken from first floor level.

5. Ceiling heights taken from where the note is located on plan.

6. Bathtub and shower floors and walls above bathtubs with installed shower

heads and in shower compartments shall be finished with a nonabsorbent

surface. Such wall surfaces shall extend to a height of not less than 6 feet

above the floor (2006 IRC Section R307.2)

7. All insulation shall have a flame spread rating not to exceed 25 and a

smoke density rating not to exceed 450 (2006 IRC Section R316).

8. Enclosed attics and enclosed rafter spaces formed where ceilings are

applied direction to the underside of roof rafters shall have cross ventilation

for each separate space by ventilating openings protected against the

entrance of rain or snow. Ventilating openings shall be provided with

corrosion-resistant wire mesh with 1/8" minimum to 1/4" maximum spacing

(2006 IRC Section R806.1).

9. When garage door openers are installed, provide low voltage for shutoff

and reverse sensors at both sides of overhead door.

10. All walls with horizontal DWV shall be 2x6.

Glazing Notes:

1. Glazing in wall assemblies required to be one hour rated walls shall

be in accordance with 2006 IRC Section R317. Builder to determine

final material and provide appropriate test criteria to local authorities.

2. Glazing identification and protection in hazardous locations shall

comply with Section R308 of the 2006 IRC.

3. Glazing in doors and and enclosures for hot tubs, whirlpools, saunas,

steam rooms, bathtubs and showers shall comply with section R308

of the 2006 IRC.

4. Provide safety glazing in these hazardous locations (IRC 2006

Section R308.4):

a. Glazing in tubs and showers where the bottom edge of a pane is less

than 60" from any walking surface.

b. Glazing in side hinged doors except jalousies.

c. Glazing within 24" from a door and bottom of pane is less than 60"

from the floor.

d. Exposed area of an individual pane greater than 9 sq. ft.

e. Bottom edge of a pane is less than 18" from floor.

f. Top edge of a pane is greater than 36" from floor (when bottom of

this same pane is lower than 36" from the floor).

g. One or more walking surfaces within 36" horizontally of the glazing.

h. Glazing in stairwells where the bottom edge of a pane is less than

60" vertically from any nosing, and 60" horizontally from any stair

nosing, where the edge of pane is less than 60" above the floor.

Masonry Notes:

1. All concrete masonry units shall conform to IBC 2006, Section 2103.

2. Mortar for concrete masonry shall conform to IBC 2006, Sections 2103.7

and 2105.4, and IRC 2006, Section R607.

3. Grout for concrete masonry shall be in accordance with IBC 2006,

Sections 2103.10 and 2105.5, and IRC 2006, Section R609.

4. Provide bond breaker at masonry bearing of all cast-in-place concrete

slabs with building paper or as otherwise detailed.

5. Veneer ties, if strand wire, shall not be less in thickness than No. 9 U.S.

gage wire and shall have a hook embedded in the mortar joint, or if sheet

metal, shall be not less than No. 22 U.S. gage by 7/8 inch corrugated.

Each tie shall be spaced not more than 24 inches on center horizontally

and vertically and shall support not more than 2.67 square feet of wall

area (2006 IRC Section R703.7.4.1).

6. Weepholes shall be provided in the outside wythe of masonry walls at a

maximum spacing of 33 inches on center. Weepholes shall not be less

than 3/16" in diameter. Weepholes shall be located immediately above

the flashing (2006 IRC Section R703.7.6).

7. A minimum 0.019-inch, corrosion-resistant weep screed or plastic weep

screed, with a minimum vertical attachment flange of 3 1/2 inches shall

be provided at or below the foundation plate line on exterior stud walls in

accordance with ASTM C 926. The weep screed shall be placed a

minimum of 4 inches above the earth or 2 inches above paved areas and

shall be of a type that will allow trapped water to drain to the exterior of

the building. The weather-resistant barrier shall lap the attachment

flange. the exterior lath shall cover and terminate on the attachment

flange of the weep screed (2006 IRC Section R703.7.6.2.1).

8. Water-resistive barriers shall be installed as required in Section R703.2

and, where applied over wood-based sheathing, shall include a

water-resistive vapor-permeable barrier with a performance at least

equivalent to two layers of Grade D paper (2006 IRC Section R703.6.3).

9. The veneer shall be separated from the sheathing by an air space of a

minimum of a nominal 1 inch but not more than 4 1/2 inches (2006 IRC

Section R703.7.4.2).

10. In areas subject to damage from termites as indicated by Table

R301.2(1), methods of protection shall be in accordance with this section


Plumbing Notes:

1. Floor drains shall have waste outlets not less than 2" in diameter and

shall be provided with a removable strainer. The floor drain shall be

constructed so that the drain is capable of being cleaned. Access shall

be provided to the drain inlet (IRC 2006, Section P2718).

2. Toilet, bath and showers shall be spaced as per figure R307.1 in the

2006 IRC.

3. Provide plumbing access panel at all bathtubs (IRC 2006, P2704).

4. Locate water heater(s) in attic, above load bearing partition, in a pan

with relief line to outside (IRC 2006, Sections M2005, M1305.1.3, and

G2406.

5. All gas appliances to comply with Chapter 24 of the 2006 IRC.

6. Before foundation inspection can be made, one plumbing ground must

extend a minimum of 10' above finished slab height and contain a 10'

column of water.

Ventilation Notes:

1. Provide ventilation at all baths and utility rooms through natural or

mechanical means. Minimum operable window opening is 1 1/2 sq. ft.,

and ventilation rate for a (intermittent) mechanical vent shall be 50 cfm.

(IRC 2006, Section R303.3).

Engineer of Record Notes:

1. When the local authority requires a registered engineer to provide a

sealed and signed document for purposes of permitting, the engineer of

record's details and schedules shall take precedence over the information

shown on this sheet.

Roof Notes:1. Plate heights as noted on sheet.

2. Slopes as noted on sheet.

3. 1'-6" overhangs from face of studs U.N.O.

4. 8" overhangs from face of studs on gable end U.N.O.

5. 12" overhangs from face of studs on dormers U.N.O.

6. Soffit and ridge venting per builder specifications.

7. Roofing material to be Owens Corning Duration or equivalent. Color to

be determined.

8. Roofing material shall withstand 110 mph winds and shall have a fire

resistance rating of A or B per UL790.

9. Minimum 6 nails per shingle. Nail pattern per manufacturer's

specifications.

10. Minimize plumbing penetrations through roof decking. Plumbing vents

and all other penetrations through roof decking shall be directed to back

roof slope where possible.

11. Color coordinate piping to roof material.

Fireplace Notes:

1. All brick or pre-fabricated fireplaces to be built and installed per Chapter

10 of the IRC 2006. A copy of the manufacturer's installation manual shall

be available on site for inspector's review.

2. Chimneys to be 2'-0" (min.) above any roof line within a 10"-0" radius, or

3'-0" from any roofline (ridge) (2006 IRC Table R1003.1, Letter "r").

3. Venting of both fireplace types shall comply to Chapter 18 of the 2006 IRC.

4. Optional spark arresters can be installed at chimney; mesh to have max.

1/2" gap.

Fireplace DetailsNot To Scale

Stair & Guard DetailsNot To Scale

Stair & Guard Notes:

1. Stairways, handrails and guardrails shall comply with Sections R311 and

R312 of the 2006 IRC.

2. Handrails & Guardrails (Design Loads) shall comply with Table R301.5

and Footnote d 2006 IRC. Handrails and guards shall be designed for a

minimum 200 lb live load and a single concentrated load applied in any

direction at any point along the top.

3. Handrails to be 34" to 38" above nose of tread (2006 IRC Section

R315.1).

4. Guardrails at 36" to 42" above finished floor (2006 IRC Section R316.1);

space between balusters at 4" max (2006 IRC Section R316.2).

5. Hand gripping portion of handrails shall be not less than 1 1/4", nor more

than 2 5/8" in cross section or the shape shall provide an equivalent

grasping surface (2006 IRC Section R315.2).

6. (One) handrail shall be continuous the full length of the stairs and shall

extend not less than 6" beyond top and bottom risers, and shall terminate

into a newel post or safety terminal (2006 IRC Section R315.1). Handrails

adjacent to a wall shall have a space of not less than 1 1/2" between wall

and rail. Handrails shall not project more than 4 1/2" on either side of the

stairway (2006 IRC Section R314.1).

7. If the underside of stairwell is closed off, provide 5/8" type "x" fire rated

gypsum board to the underside of stairs.

8. Newel post (that railing terminates into) shall be located no higher than

the first tread.

9. Minimum clear width between (and below) handrails shall be 27" (double),

and 31 1/2" (single rail) (2006 IRC Section R314.1).

10. Maximum riser height shall be 7 3/4", minimum tread depth shall be 10"


11. Minimum headroom in all parts of the stair shall not be less than 6'-8"

(finished height), measured vertically from sloped plane adjoining the

tread nosing or from the floor surface of the landing or platform (2006 IRC

Section R314.3).

Water Heater DetailsNot To Scale

1. Installation of water heater to comply with Sections P2801.2 and M2005

of the 2006 IRC.

2. Provide adequate attic ventilation for gas water heater (2006 IRC Section

G2407).

3. Size of metal pan is determined by Section P2801.5.1 of the 2006 IRC.

4. Provide decking below metal pan in accordance to Section R1307.1 of

the 2006 IRC.

5. Provide drain lines from pan and water heater to exterior (not to the

sanitary sewer line)(2006 IRC Section P2801.5.2).

6. Locate water heater on at least one (2006 IRC Sections P2801.3 &

M2005):

a) partition

b) 2x6 joists at 16" o.c. (8' max. span)

c) 2x8 joists at 16" o.c. (10' max. span)

7. Gas water heaters in garages shall be raised on a 18" high platform, and

conform to 2006 IRC Sections P2801.6 and M1307.3.1.

Water Heater Notes:

Roof & Wall DetailsNot To Scale

Bubble Notes on Details:

1. Composition shingles (min 240#, max 360#) on 15# felt over:

a) 5/8" CDX plywood decking (typical), or

b) 5/8" 1 hour fire rated CDX plywood within 5' of prop. line

2. Rafters (2x6 typ.) with lap splice as required by span. See

elevations for slope. Maximum unsupported span for 2x6

rafters shall be 10'-7".

3. 2x4 barge rafter w/1x6 fascia or 2x6 barge w/1x8 fascia.

4. 2x6 blocking at 24" o.c.

5. Ridge, hip, or valley beams to be 1 size larger than rafters

6. Galvanized flashing (drip edge)

7. 1x2 trim

8. 2x6 continuous purlins with 2x6 braces @ 48" o.c. (tee 2x4

braces @ 48" o.c. when length exceeds 8'-0"). 2x4 runner

w/2x6 strongback installed at midspan between partitions

when partitions exceed 8'-0".

9. 2x6 collar ties at 48" o.c.

10. Metal flashing at top, down sides, & under shingles.

11. 1x8 or 1x6 fascia (see plans)

12. 2x4 outlooker and nailer

13. 3/8" plywood soffit w/ vents @ 6'-0" o.c.max

14. 1x4 trim

15. Ceiling joists - all joists shall have a minimum bearing of 1

1/2" and have lateral support at ends and at each support.

16. 2x4 stud wall at 16" o.c. (typ.). walls higher than 10' and walls

supporting 2 floors shall have 2x6, 2 - 2x4, or 4x4 studs at

16" o.c.

17. Exterior finish material as shown in 2006 IRC Table 1405.2

a) hardi-plank or equal siding, or

b) stucco or plaster

18. 1/2" gypsum wallboard

19. 2-2x4 top plate

20. Subflooring - see builder or owner for selection:

a) 2x6 tongue & groove installed diagonally

b) 1-1/8" APA sturdi-floor plywood or equal

c) 3/4" APA sturdi-floor plywood

21. 5/8" type "x" gypsum wallboard

22. Floor joists - all joists shall have a minimum bearing of 1 1/2"

and have lateral support at ends and at each support or use

Simpson 'U' joist metal hangers.

23. One full-length layer of 1/2" type 'x' gypsum wallboard

laminated to each side of 1" full-length v-edge gypsum

coreboard with approved laminating compound. Vertical

joints of face layer and coreboard staggered at least 3" (2006

IRC Table 719.1(2), item 9-1.1.

24. Two layers of 5/8" type 'x' one hour fire rated gypsum

wallboard.

25. Joist hanger

26. Concrete masonry units as shown in IBC 2006, table

719.1(2), items 3-1.1 through 3-1.4; two hour rating.

27. #15 asphalt felt or equal waterproofing

28. 5/8" type x gypsum wallboard applied over item #29 and

under items #17/#32.

29. Exterior sheathing* - see builder or owner for selection:

a) 1/2" exterior CDX plywood covered with Tyvek.

b) 2'x8' wp gypsum,

c) see IBC 2006, Table 2304.6.1 for other approved

materials.

*Rigid insulation can be placed over any exterior sheathing.

30. Insulation:

Batt or Icynence @ 3.6 R per inch of insulation.

Allow 2" air space above insulation over sloped ceilings and

provide cardboard baffles over plates.

31. n/a

32. Face brick veneer - weep holes at 36" o.c. at first course

33. n/a

34. Brick ties at 16" o.c. both ways

35. 1" Air space

36. Weepholes with weep screeds

37. 2x4 treated sole plate with 30# felt below and 12" up wall

38. Anchor bolts per structural engineer's specifications

39. Continuous band - size equal to barge rafter.

40. All framing lumber shall be Southern Yellow Pine #2 or

better, unless otherwise noted on plan. Studs and plates may

be construction grade material. 2x6 material shall be

Southern Yellow Pine #1 or or better.

41. Plywood sheathing shall be manufactured with exterior glue

in accordance with requirements of the 2006 IBC, and

American Plywood Association Standard PS1-83. The grade,

thickness, and panel identification index shall be as shown on

the plans.

42. All glue laminated beams shall be stress graded per

structural engineer's specifications

43. All framing clips and devices shall be Simpson "Strong Tie"

or equivalent.

44. Minimum nailing for connections not indicated on the plans

shall be in accordance with 2006 IBC Table 2304.9.1

45. Truss joists shall be manufactured and installed in

accordance with the requirements of the manufacturer.

46. All nails shall be common, unless otherwise noted.

47. Posts used for beam or girder supports shall have full bearing

to the foundation, unless otherwise noted.

48. Timber sizes prescribed are minimum. Larger sizes may be

substituted. Detailed connections may require modification if

substitutions are made.

49. Provide 2-2x6 strongback on all spans over 8'-0" located at

midpoint of span.

50. Provide double joists under all parallel partitions

51. Provide diagonal corner bracing per 2006 IBC Table 2306.3.3

or 1/2" CDX plywood per 2006 IBC Table 2308.9.3(3).

52. Recommend expanding foam sealer (Polyseal or equal) to

seal all possible infiltration.

53. 1x3 or solid 2x12 cross bridging on spans over 10'-0"

54. Provide fire breaks in walls greater than 10'-0" in height, and

on both side of all floor penetrations. Install fire breaks at

each end of breezeways when the breezeway is connected

to 2 separate structures.

Bubble Notes on Details:

1. STAIRWAYS SHALL COMPLY WITH 2006 IRC SECTIONS R312, R314, R315, AND R316

2. HANDRAILS TO BE 34" TO 38" ABOVE NOSE OF TREAD (2006 IRC SECTION R316.1). SPACE BETWEEN

BALUSTERS AT 4" MAX (2006 IRC SECTION R316.2).

3. GUARDRAILS AT 36" TO 42" ABOVE FINISHED FLOOR (2006 IRC SECTION R316.1). SPACE BETWEEN

BALUSTERS AT 4" MAX (2006 IRC SECTION R316.2).

4. HAND GRIPPING PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1 1/4" AND NOT MORE THAN 2 5/8" IN

CROSS SECTION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRASPING SURFACE (2006 IRC

SECTION 315.2).

5. (ONE) HANDRAIL SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND SHALL EXTEND NOT

LESS THAN 6" BEYOND TOP AND BOTTOM RISERS, AND SHALL TERMINATE INTO A NEWEL POST OR

SAFETY TERMINAL (2006 IRC SECTION R315.1). HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE

OF NOT LESS THAN 1 1/2" BETWEEN WALL AND RAIL. HANDRAILS SHALL NOT PROJECT MORE THAN 4 1/2"

ON EITHER SIDE OF THE STAIRWAY (2006 IRC SECTION R314.1).

6. IF THE UNDERSIDE OF STAIRWELL IS CLOSED OFF, PROVIDE 5/8" TYPE 'X' FIRE RATED GYPSUM BOARD

TO UNDERSIDE OF STAIRS.

7. NEWEL POST (THAT RAILING TERMINATES INTO) SHALL BE LOCATED NO HIGHER THAN THE FIRST TREAD.

8. MAXIMUM CLEAR WIDTH BETWEEN (AND BELOW) HANDRAILS SHALL BE 27" (DOUBLE) AND 31 1/2" (SINGLE

RAIL) (2006 IRC SECTION R3214.1).

9. MAXIMUM RISER HEIGHT SHALL BE 7 3/4". MINIMUM TREAD DEPTH SHALL BE 10" (2006 IRC SECT. R314.2).

10. MINIMUM HEADROOM IN ALL PARTS OF THE STAIR SHALL NOT BE LESS THAN 6'-8" (FINISHED HEIGHT) AS

MEASURED VERTICALLY FROM SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR

SURFACE OF THE LANDING OR PLATFORM (2006 IRC SECTION R314.3).

PROPERTY LINE

36

R404.1.6 Height above finished grade. Concrete and masonry foundationwalls shall extend above the finished grade adjacent to the foundation atall points a minimum of 4 inches (102 mm) where masonry veneer isused and a minimum of 6 inches elsewhere.

11.

Last Updated 20140922





8734 Dawnblush Lane

Houston, TX 77095

Sheet Number:

Sheet Name:

Job Number:

Last Plot:

Last Modified:


9/11/2015 10:38:06 AM

1040 Key Street

2015.0039

General Notes

A1.0

House Remodel

Bruce Boatner

DN

DN

DN

DN

A2.1

3

A2.1 1

A2.12

A2.1

4

BathroomBathroomBathroomBathroom

Bedroom 1Bedroom 1Bedroom 1Bedroom 1

Closet

Closet

Closet

Closet

Closet

Closet

Closet

Closet

Bedroom 2Bedroom 2Bedroom 2Bedroom 2KitchenKitchenKitchenKitchenUtilityUtilityUtilityUtility

LivingLivingLivingLiving LivingLivingLivingLiving

GarageGarageGarageGarage

Front Porch

Front Porch

Front Porch

Front Porch

Deck

Deck

Deck

Deck

DiningDiningDiningDining

HallwayHallwayHallwayHallway

3' - 2" 6' - 9" 11' - 3" 12' - 3" 1' - 10 1/2" 16' - 0" 8' - 0"

14' - 3 1/2"

3' - 9"

10' - 0 1/2"

12' - 0" 14' - 1 1/2" 7' - 9 1/2" 14' - 2 1/2"

14' - 3 1/2"

13' - 9 1/2"

1' - 11"

24' - 3"

1' - 11"

27' - 1"

41' - 10 1/2"

Dining Living

Bathroom

Living

Hall

Front Porch

Bedroom 1Bedroom 2KitchenUtility

Closet

Closet

Existing Ceiling Joist Direction







Garage





8734 Dawnblush Lane

Houston, TX 77095

Sheet Number:

Sheet Name:

Job Number:

Last Plot:

Last Modified:


9/11/2015 10:38:07 AM

1040 Key Street

2015.0039

Floor Plans

A1.1

House Remodel

Bruce Boatner

1/4" = 1'-0"1Existing Floor Plan

1/4" = 1'-0"2Demo Floor Plan

DN

DN

A2.2 1

A2.2

3

A2.22

A2.2

4

W.I.C.W.I.C.W.I.C.W.I.C.

118

BathBathBathBath

112

Bedroom 2Bedroom 2Bedroom 2Bedroom 2

110

LivingLivingLivingLiving

103

EntryEntryEntryEntry

102

HallHallHallHall

109

DiningDiningDiningDining

104

Master BedroomMaster BedroomMaster BedroomMaster Bedroom

114

Utility

Utility

Utility

Utility

108

W/C

W/C

W/C

W/C

116

Front Porch

Front Porch

Front Porch

Front Porch

101

KitchenKitchenKitchenKitchen

106

Master BathMaster BathMaster BathMaster Bath

115

Seat

REF

D/WSink w/

Disposal

Range w/

Micro/Hood

Shelves

Shelves

Shower

Shower

Shower

Shower

117

PantryPantryPantryPantry

107

2R & 1S

2R & 1S

2R & 1S

2R & 1S

42"h Built-in Cabinets

w/ Direct vent Fireplace

1R & 1S

110v SD

110v SD

110v SD

CoatCoatCoatCoat

105

Non-Structural Columns and

Beam on 42"h Built-in Cabinets

116

117

115

114

110

109

103

108

107

105

118

109 108

107 106 105

104

102

101

116115

114113112

110

3' - 0"

6' - 2 1/2"

Align

Align

Align

2' - 3 1/2"

Align

4' - 5 1/2"

4' - 5 1/2" 9' - 5" 5' - 5"

110v SD

4' - 8 1/2" 7' - 0"

3' - 6"

3' - 10"

3' - 11"

LinenLinenLinenLinen

123

Shelves

113112

Linen

Flip door to

Original door

opening and Fill in

existing door

opening to match

existing

Add New historic

window to

original window

opening

103

110111

102

106

124b124c

GarageGarageGarageGarage

124

Roof O/H

124a

111b

5' - 2 1/2" 5' - 1"

2R & 1S

111a

2x4 Rafters 16" O.C.

Supported by Wood Brackets

Existing Roof to Remain

7" / 12"

7" / 12"

7" / 12"7" / 12"

7" / 12"7" / 12"

6" / 12"

6" / 12"

6" / 12"

7" / 12" 7" / 12"

2' - 0"

6' - 5" 9"

7" / 12"

7" / 12"

6" / 12"

6" / 12"

6" / 12"

7" / 12"7" / 12"

7" / 12"7" / 12"





8734 Dawnblush Lane

Houston, TX 77095

Phone: 713.449.9191 Fax: 713.893.6901

Sheet Number:

Sheet Name:

Job Number:

Last Plot:

Last Modified:


9/11/2015 10:38:07 AM

1040 Key Street

2015.0039

Floor Plans

A1.2

House Remodel

Bruce Boatner

1. Basements and every sleeping room shall have at least one operable

emergency escape and rescue opening.

2. Where emergency escape and rescue openings are provided they shall

have a sill height of not more than 44 inches above the floor.

3. All emergency escape and rescue openings shall have a minimum net

clear opening of 5.7 square feet. Exception: grade floor openings shall

have a minimum net clear opening of 5 square feet.

4. The minimum net clear opening height shall be 24 inches.

5. The minimum net clear opening width shall be 20 inches.

6. Emergency escape and rescue openings shall be operational from the

inside of the room without the use of keys, tools or special knowledge.

Emergency Escape and Rescue Openings

Door Schedule 1

Mark Width Height Hand Hardware Comments102 5' - 2" 7' - 0" Deadbolt & Lockset Relocated Existing Door

103 13' - 4" 8' - 0" Opening w/ Dbl 2x12 Header

105 4' - 0" 7' - 0" Double Passage

106 2' - 8" 7' - 0" Right Deadbolt & Lockset New Historic Tempered Glass

Door

107 2' - 0" 7' - 0" Right Passage

108 2' - 8" 7' - 0" Left Passage

109 5' - 0" 8' - 0" Opening w/ Dbl 2x12 Header

110 2' - 8" 7' - 0" Right Privacy

111a 4' - 0" 6' - 8" Double Passage

111b 4' - 0" 6' - 8" Double Passage

112 2' - 0" 7' - 0" Right Privacy

113 2' - 0" 7' - 0" Right Passage

114 2' - 8" 7' - 0" Left Privacy

115 2' - 0" 7' - 0" Left Privacy

116 2' - 0" 7' - 0" Left Privacy Dbl 2x12 Header

117 2' - 0" 6' - 6" Right Passage Tempered Shower Door

118 2' - 0" 7' - 0" Right Passage

124a 3' - 0" 7' - 0" Left Deadbolt & Lockset New Steel Door

124b 12' - 0" 10' - 0" Existing Overhead Garage Door

124c 9' - 0" 10' - 0" Existing Overhead Garage Door

Window Schedule 1

Mark Width Height

Sill

Height

Head

Height Operation Comments101 2' - 8" 5' - 5" 2' - 0" 7' - 5" Double Hung Existing to Remain

102 2' - 8" 5' - 5" 2' - 0" 7' - 5" Double Hung Existing to Remain

103 2' - 8" 5' - 5" 2' - 0" 7' - 5" Double Hung New Historic Window
















1/4" = 1'-0"2Anno-Floor Plan

Note:

1. All New Openings to have Dbl 2x12 Headers U.N.O.

2. All Widows are to be Considered Existing U.N.O.

3. All New Walls to 2x4 Studs 16" O.C.

1/4" = 1'-0"3Roof Plan

NOTE: Smoke Alarms

R313.2 Location.R313.2 Location.R313.2 Location.R313.2 Location. Smoke alarms shall be installed in the following locations:

1. In each sleeping room,

2. Outside each separate sleeping area in the immediate vicinity of the bedrooms.

3. On each additional story of the dwelling, including basments but not

including crawl spaces and unihabitable attics.

When more than one smoke alarm is reuired to be installed within an individual

dwelling unit the alarm devices shall be interconnected in such a manner that the

actuation of one alarm will activate all of the alarms in the individual unit.

R313.3 Power Source.R313.3 Power Source.R313.3 Power Source.R313.3 Power Source. In new construction, the required smoke alarms shall

receive their primary power from the building wiring when such wiring is served from

a commercial source, and when primary power is interuppted, shall receive power

from a battery. Wiring shall be permanent and without a disconnecting switch other

than those required for overcurrent protection.

1/4" = 1'-0"1Existing Roof Plan

Garage6"

Grade0"

Garage Roof13' - 1"

Lower Ridge16' - 1 3/8"

1st Floor2' - 6"

1st Ceiling11' - 7"

Grade0"

Porch2' - 0"

Top Ridge20' - 2 1/8"

Eave10' - 4 7/8"


Porch Beam9' - 0"

8" Wood

Columns (Typ.)

1st Floor2' - 6"

1st Ceiling11' - 7"

Garage6"Grade

0"

Garage Roof13' - 1"

Porch2' - 0"

Top Ridge20' - 2 1/8"

Eave10' - 4 7/8"Porch Beam9' - 0"

1st Floor2' - 6"

1st Ceiling11' - 7"

Garage6" Grade

0"

Garage Roof13' - 1"

Porch2' - 0"

Top Ridge20' - 2 1/8"

Eave10' - 4 7/8"


Porch Beam9' - 0"





8734 Dawnblush Lane

Houston, TX 77095

Phone: 713.449.9191 Fax: 713.893.6901

Sheet Number:

Sheet Name:

Job Number:

Last Plot:

Last Modified:


9/11/2015 10:38:09 AM

1040 Key Street

2015.0039

Building Elevations

A2.1

House Remodel

Bruce Boatner

1/4" = 1'-0"1Existing-North Elevation

1/4" = 1'-0"2Existing-South Elevation

1/4" = 1'-0"3Existing-East Elevation

1/4" = 1'-0"4Existing-West Elevation

Garage6"

Grade0"

Garage Roof13' - 1"

Top Ridge20' - 2 1/8"


1st Floor2' - 6"

1st Ceiling11' - 7"

Grade0"

Porch2' - 0"

Top Ridge20' - 2 1/8"

Eave10' - 4 7/8"


Porch Ridge15' - 10 1/8"

101 102 103 104

8.5" - 7"

Tapered Wood

Columns (Typ.)

Existing117 Wood

Siding (typ.)

Existing Gable

Brackets (Typ. U.N.O.)

Existing Composition

Shingles


Shingles

Existing Wood

Trim (Typ.)

Porch Beam9' - 0"

Raise Gable Vent

to Create Sill to

Protect from

Wind Driven Rain


Shingles

1st Floor2' - 6"

1st Ceiling11' - 7"

Garage6"Grade

0"

Garage Roof13' - 1"

Porch2' - 0"

24" High Guardrail

Top Ridge20' - 2 1/8"

Eave10' - 4 7/8"

105 106

107

108 109

110 111

Wood

Columns

Existing

Composition

Shingles

Existing117 Wood Siding (typ.)

Existing Gable


Existing Wood Trim

(Typ. U.N.O.)

Porch Beam9' - 0"

1st Floor2' - 6"

1st Ceiling11' - 7"

Garage6" Grade

0"

Garage Roof13' - 1"

Porch2' - 0"

Top Ridge20' - 2 1/8"

Eave10' - 4 7/8"


110

112 113 114 115 116

24" High Guardrail

Wood

Columns

Existing

Composition

Shingles

Existing117 Wood Siding (typ.)

Existing Gable


Existing Wood Trim

(Typ. U.N.O.)

Gable Brackets

Composition

ShinglesWood Trim

Porch Beam9' - 0"





8734 Dawnblush Lane

Houston, TX 77095

Phone: 713.449.9191 Fax: 713.893.6901

Sheet Number:

Sheet Name:

Job Number:

Last Plot:

Last Modified:


9/11/2015 10:38:10 AM

1040 Key Street

2015.0039

Building Elevations

A2.2

House Remodel

Bruce Boatner

1/4" = 1'-0"1North Elevation

1/4" = 1'-0"2South Elevation

1/4" = 1'-0"3East Elevation

1/4" = 1'-0"4West Elevation

1040 Key Street Remodel

Legal Description:

LT 10 BLK 133 North Norhill

Address:

1040 Key Street, Houston TX 77009

Current Conditions:

The house is in good condition. House has been previously altered, but date of alterations are unknown.

There are noticeable signs that the front door had previously been relocated, as well as, the removal of

a front window. The porch roof appears to have also been altered and houses in the area that are the

same supports this. The porch columns and railing are not original.

Proposed Work:

Relocate Front door to its original location. Replace non-historic window on east elevation with two

historical windows. Add historic window back to the front of the house. Add glass panel door to west

elevation with a small roof and deck. Change hipped porch roof back to a gable roof. Replace the porch

columns and railing.

Current Building Materials:

The house has all the existing Windows with one exception. Doors, Siding, Trim, Gable brackets, and

remaining windows are original to the house.

Proposed New Materials:

• Glass Panel Door

• Treated Lumber for Deck

• Composition Shingles on Porch Gable Roof

• 117 Siding

• 1x4 Trim Boards

• Salvaged Historic Windows

Existing House Pictures

Front

Side 1

Side 2

Garage

Example of a Similar House in the Area of Gable Porch Roof, Columns, and Railing

4001 Pineridge Street

Signs of Front Door Relocation and Window Removal

Non-Historic Window to be Replaced

certificate of ,$ffi1f,ttlljffif*, form qlffi iunnnnrl,trur

Documents