city of houston historic preservation department sf. · emerson jones jr. 20857 11/17/2016 7:15:03...

$: City of Houston Historic Preservation Department SF. · emerson jones jr. 20857 11/17/2016 7:15:03 pm o:\01 - projects\2016\2016-018_1332 tulane st\1332 tulane - 3.rvt 2016-012 a0.02$

City of Houston Historic Preservation Department Project Address: 1332 Tulane St Houston, Tx 77008

Re: Narrative of intent to the City of Houston Historic Preservation Department

The current property is in good condition. It is 974 SF total living area and the land area is 4,356 SF.

The existing exterior elements are in good condition. See photos on A0.02o Wood siding o Decorative trim o Window frames o Roofing

o Columns o Patio decking o Patio Railing o Patio Stairs

Addition: The addition includes a 2 story living area to the back of the house. A portion of the addition is inset 4” from the existing structure in order to show the delineation from the existing to new. See plans and elevations on A2.1 and A2.3.

The existing closet in the back of the house is a prior addition; not a part of the original structure and is being removed. See 2/A2.0.

At the appeal of the property owner, new gables; one at the existing front hipped roof and one at the new level 2 hipped roof, are requested to be approved by the Preservation Department since this is a non-contributing structure. It is proposed to add some character to the front elevation while still complimenting the character of the existing building. Refer to sheets A0.02, A2.2 and A2.3.

Drawing List:

A0.02 PROPOSED 3D VIEWS, EXISTING PHOTOS A1.0 SITE PLANS A2.0 EXISTING FLOOR PLAN, DEMOLITION PLAN A2.1 PROPOSED FLOOR PLANS A2.2 EXISTING ELEVATIONS, EXISTING ROOF PLAN, DEMOLITION ROOF PLAN A2.3 PROPOSED ELEVATIONS, ROOF PLAN

Emerson Jones Jr Architect ArchPrecision Inc. 281.798.6612 Email: [email protected]

ARCHPRECISION JOB NUMBER Sheet Number

Copyright (C) 2010 by ArchPrecision. All rights reserved.

This document and the information herein is the property of ArchPrecision. No part hereof shall becopied, duplicated, distributed, disclosed or used to any extent whatsoever except as expresslyauthorized by ArchPrecision. Any Person, firm, or corporation receiving this document, howeverobtained, shall by virtue hereof, be deemed to have agreed to the forgoing restrictions and that thisdocument will be held in trust and confidence subject only to the private use expressly authorizedby ArchPrecision.

Drawing Name

Project

Issues / Revisions

Consultants

Print Date / Time:

2646 S Loop WSuite #590Houston, Texas 77054(281) 798-6612 voice

Interim Review OnlyNot for regulatory approval, permit or construction.

By:

Tx. Reg. No.

Date:

EMERSON JONES JR.

20857

11/17/2016 7:15:03 PM

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PROPOSED 3D VIEWS,EXISTING PHOTOS

1332 TULANE ST

RESIDENTIAL ADDITION

HOUSTON, TX 77008

STRUCTURAL

JL TREVINO & ASSOCIATESADDRESS: 9800 NORTHWEST FWYHOUSTON, TX 77092-8845PH: 713.957.5105

11/17/2016

No. Date Description11/17/2016 FOR HAHC APPROVAL

PHOTO: EXISTING BACK OF HOUSE

PHOTO: EXISTING BACK OF HOUSE

PHOTO: EXISTING FRONT OF HOUSEPHOTO: EXISTING FRONT OF HOUSE

PROPOSED VIEW: FRONT OF HOUSE

PROPOSED VIEW: FRONT OF HOUSE

PROPOSED VIEW: BACK OF HOUSE PROPOSED VIEW: BACK/SIDE OF HOUSE

REF

.

DN

REF

.

TULANE ST70' WD

*FINISHED FLOOR ELEVATION SHALL BE 12 INCHESABOVE THE NEAREST SANITARY SEWER MANHOLEOR 4 INCHES ABOVE THE CROWN OF THE STREETWHEN ALLOWED.

EXISTINGSINGLE FAMILYRESIDENCE

EXIS

T. B

RICK

WAL

K

NEW COVERED CONC.PATIO (120 SF)

EXISTING GRAVEL PAVING

EXISTING CONC DRIVEENTRY

2% S

LOPE

MIN

.

COVERED CONC.PATIO (140 SF)

NEW

AC

UNIT

AND

CON

C PA

D.

RELOCATEDELECTRICSERVICEMETER ANDCIRCUIT PANEL

AC DISCONNECT

105.

00

132.

00

33.33

10' B.L.

17' GARAGE LINE

132.

00

33.33

EXIS

TING

GRA

VEL P

AVIN

G

EXIS

TING

GRA

VEL P

AVIN

G

NEW LIVING AREA(LEVEL 1: 312 SF)

EXISTING 24"CALIPER TREE.PROTECT DURINGCONSTRUTION


PROVIDE DRAINAGESWALE TO DRAINAGEDITCH ADJACENT TOTHE STREET

EXISTING BRICK PAVERWALKWAY

NOTIFICATION SIGNAGE LOCATION

11' -

4"13

' - 6 1

/2"

8' - 0"

TULANE ST70' WD

*FINISHED FLOOR ELEVATION SHALL BE 12 INCHESABOVE THE NEAREST SANITARY SEWER MANHOLEOR 4 INCHES ABOVE THE CROWN OF THE STREETWHEN ALLOWED.

EXISTINGSINGLE FAMILYRESIDENCE

EXIS

T. B

RICK

WAL

K

EXISTING GRAVEL PAVING

EXISTING CONC DRIVEENTRY

COVERED CONC.PATIO (140 SF)

EXISTINGELECTRICSERVICE METERANDCIRCUIT PANEL

105.

00

132.

00

33.33

10' B.L.

17' GARAGE LINE

132.

00

33.33

EXIS

TING

GRA

VEL P

AVIN

G

EXIS

TING

GRA

VEL P

AVIN

G


EXISTING 24"CALIPER TREE.PROTECT DURINGCONSTRUTION EXISTING BRICK PAVER

WALKWAY

NOTICE OF APPLICATIONCERTIFICATE OF APPROPRIATENESS

Project Type: Single Family/Alteration - Addition

2'-0

" M

INIM

UM

4' -

0"

3'-0" MINIMUM

4' - 0"

Application No.:

For information, contact theCity of Houston

Planning and Development Departmentat (832) 393-6556

PENDING

*ONE SIGN SHALL BE FACE EACH PUBLIC RIGHT OF WAY.*FONT SIZE SHALL BE AT LEAST 3/4" IN HEIGHT.*SIGN SHALL BE NO MORE THAN 15 FEET FROM PUBLIC RIGHT OF WAY.




Drawing Name

Project

Issues / Revisions

Consultants

Print Date / Time:



By:

Tx. Reg. No.

Date:

EMERSON JONES JR.

20857

11/17/2016 7:15:07 PM

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SITE PLANS

1332 TULANE ST


HOUSTON, TX 77008

STRUCTURAL


11/17/2016


1/8" = 1'-0"2 SITE PLAN - PROPOSED 1/8" = 1'-0"1 SITE PLAN - EXISTING

SITE PLAN NOTESSITE CLEARING. CLEAR AND GRUB THE CONSTRUCTION SITE. GRADE BUILDING SITE WITHAPPROPRIATE SOILS. EXISTING TREES TO REMAIN SHALL BE MARKED PRIOR TO CLEARING ANDPROTECTED TO PREVENT DAMAGE. IF ANY DAMAGE IS DONE TO WALKWAYS, DRIVEWAYS, ETC,NEEDED REPAIRS SHALL BE PROVIDED BY THE CONTRACTOR. REPAIR OR REPLACE ANYDAMAGED VEGETATION OR TERRAIN THAT IS INDICATED TO BE PROTECTED OR IS MORE THANEIGHT FEET FROM THE EDGE OF ANY CONSTRUCTION.

EARTHWORK. EXCAVATE BOTTOM OF ALL FOUNDATION WALLS AND FOOTINGS AT BUILDINGPERIMETER A MINIMUM OF 12" BELOW FROST LINE, (CHECK WITH LOCAL BUILDING OFFICIALS FORFROST LINE LEVEL REQUIREMENTS). BASE OF FOOTINGS SHALL EXTEND DOWN TOUNDISTURBED VIRGIN SOIL WHICH HAS BEEN COMPACTED TO 95 PERCENT PROCTOR DENSITY.ALL EXCAVATION SHALL BE TO A LEVEL BELOW EXISTING DEMOLITION DEBRIS. BOARD FORM ALLFOOTING AS REQUIRED BY SOIL CONDITIONS.

AT SLAB FOUNDATIONS, COMPACT SUB-GRADE UNDER SLABS TO A MINIMUM 95% DENSITY.COMPACT BACKFILL AREAS NOT UNDER SLABS OR FOUNDATION TO A MINIMUM 90% ASTM D-689.SUB-BASE DIRECTLY UNDER CONCRETE SLABS ON GRADE SHALL BE A MINIMUM OF FOURINCHES OF COMPACTED GRANULAR FILL.

FINAL GRADING. KEEP EXTERIOR FINISHED GRADE A MINIMUM OF 6 1/2" BELOW FINISHED FLOORELEVATION BY BACKFILLING WITH APPROPRIATE SOILS. PROVIDE SWALES WITH POSITIVEOUTFALL AND SLOPE GRADE AWAY FROM BUILDING TO ALLOW WATER TO DRAIN AWAY FROMTHE BUILDING FOUNDATION. DO NOT BACKFILL AGAINST FOUNDATION UNTIL PROJECT ISCOMPLETELY FRAMED AND ROOF STRUCTURE IS IN PLACE. SOIL TYPE OF FILL SHALL BESPECIFIED BY GEOTECHNICAL ENGINEER.

TERMITE CONTROL. FOUNDATIONS SHALL BE PRE-TREATED UNDER ALL SLABS ANDCRAWLSPACE AREAS BETWEEN VAPOR BARRIER AND GRANULAR SUB-BASE TO CONFORM WITHHUD MINIMUM STANDARDS AND APPLICABLE BUILDING CODES. TREATMENTS SHALL NOT BEMADE WHEN SOIL IS EXCESSIVELY WET OR AFTER HEAVY RAINS. CONTRACTOR SHALL PROVIDEA ONE-YEAR RENEWABLE WARRANTY.

CONCRETE PADS AND WALKS. PROVIDE LIGHT DUTY PAVING AT AUTOMOBILE PARKING AREASCONSISTING OF A 4" THICK SLAB ON SUB-GRADE COMPACTED TO 98 PERCENT DENSITY WITH3000 PSI CONCRETE. A 4" THICK CONCRETE WALKWAY WILL BE PROVIDED FROM FRONT DOORTO THE DRIVEWAY. CONSULT SITE PLAN FOR ADDITIONAL INFORMATION. EXPANSION JOINTSSHALL BE INSTALLED AS IN STANDARD CONCRETE PRACTICES. CONTROL JOINTS SHALL BEINSTALLED AT PRE-DETERMINED LOCATIONS NO LATER THAN 12 HOURS AFTER INSTALLATION.

FOR COLOR, TEXTURE AND IMPRINTING: WHILE THE CONCRETE IS STILL IN A PLASTIC STATE,APPLY THE DESIRED PATTERN TO THE SURFACE. TOOLS SHALL BE PROPERLY STAMPED INTOTHE SURFACE TO ACHIEVE DESIRED TEXTURE. SEAL AS REQUIRED. SEE SITE PLAN FORADDITIONAL INFORMATION.

ALL SITE WORK INCLUDING LOCATION OF TRASH DUMPSTER, TEMPORARY TOILET FACILITIES,TEMPORARY CONSTRUCTION FENCING, CLEARING PROCEDURES, GRADING AND DRAINAGE,ETC., SHALL BE IN ACCORDANCE WITH LOCAL CITY REQUIREMENT/GUIDELINES.

CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR TEMPORARY UTILITIES TO THECONSTRUCTION SITE.

LOTS SHALL BE GRADED TO PROVIDE A POSITIVE DRAINAGE PATH AWAY FROM THEFOUNDATION. THE FALL SHALL BE A MINIMUM OF 6 INCHES IN THE FIRST 10 FEET (5% SLOPES).

NORT

H

NORT

H

1" = 1'-0"3 NOTIFICATION SIGNAGE

DN

DN

REF

.

DN

DN

DN

LIVING ROOM

KITHCEN

LIVING ROOM

HALLWAYBED ROOM

CLOSET

BATHROOM

7' - 5 1/2" VERIFY

6' - 2

1/2"

VER

IFY

REMOVE PORTION OFFLOORING

REMO

VE P

ORTI

ON O

FFL

OORI

NG

DINING

EXISTING ITEM TO BE DEMOLISHED

EXISTING ITEM TO REMAIN

LIVING ROOM

KITHCEN

LIVING ROOM

HALLWAYBED ROOM

CLOSET

BATHROOM

1/ A2

.2

2/ A2.2

3/ A2

.2

4/ A2.2

CONC. COVERED PATIO

CONC.COVEREDPATIO

DINING




Drawing Name

Project

Issues / Revisions

Consultants

Print Date / Time:



By:

Tx. Reg. No.

Date:

EMERSON JONES JR.

20857

11/17/2016 7:15:10 PM

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EXISTING FLOOR PLANS

1332 TULANE ST


HOUSTON, TX 77008

STRUCTURAL


11/17/2016


1/4" = 1'-0"2

LEVEL 1 - DEMOLITIONPLAN

1/4" = 1'-0"1

LEVEL 1 FLOOR PLAN -EXISTING

TV

SD

CM

DN

DN

UP

SD

SD

SD

CM

CM

CM

DUPLEX RECEPTACLE

DUPLEX FLOOR RECEPTACLE

QUADPLEX RECEPTACLE

QUADPLEX FLOOR RECEPTACLE

TV OUTLET

PUSH BUTTON

A/C MAIN DISCONNECT

ELECTRICAL METER

ELECTRICAL PANEL

LIGHT SWITCH

1x4 LIGHT FIXTURE

RECESSED LIGHT

SURFACE MOUNTED LIGHT

PENDANT LIGHT

WALL MOUNTED LIGHT

ACCENT LIGHT

EXHAUST VENT

FLOOD LIGHT

SMOKE DETECTOR - REQUIRE 110V CONNECTIONTO HOUSE WIRING, BATTERY BACKUP, & ALL HAVETO BE INTERCONNECTED

CARBON MONOXIDE DETECTOR

CEILING FAN

V

3050 SH WINDOW SIZE (3'-0"x5'-0")

3080 DOOR SIZE (3'-0"x8'-0")

EXTERIOR ELEVATION1/A3.0

INTERIOR ELEVATION1/A3.2

1A101

SECTION

2/A4.0DETAIL NUMBER

SHEET NUMBER

ELEVATION LEVEL LINE

WINDOW DESIGNATIONSH SINGLE HUNGDH DOUBLE HUNGFX FIXEDSL SLIDERCS CASMENT

2/ A2

.3

3/ A2

.3

4/ A2.3

5/ A2.3

164 SF

GYP BD CLGBEDROOM

WOOD FL

41 SF

GYP BD CLGBATH

TILE FL 37 SF

GYP BD CLGCLOSET

WOOD FL

42 SF

GYP BD CLGCORR

WOOD FL

171 SF

GYP BD CLGKITCHEN

WOOD FL

42 SF

?BATH

?

13' - 4"

24' - 8 1/2"

578 SF

GYP BD CLGLIVING ROOM

WOOD FL

16' -

0"

1 A2

.4

2468

3060

SH

3060

SH

3050 SH

5068 PR

2868

2 A2

.4

48 SF

GYP BD CLGDINING

WOOD FL

9' - 0

"7'

- 0"

COVEREDPATIO

13' -

2 1/2"

12' - 5 1/2"

8' - 8" 3' - 10"

405 SF ADDITION

BENC

H

2068

2068

5068 PR

3 A2.4

1668

NEW WOOD STAIR

ELECTRICAL METER

ELECTRICAL PANEL

1' - 9" 2' - 1" 1' - 0"

WOR

KTOP

2/ A2

.3

3/ A2

.3

4/ A2.3

5/ A2.3

124 SF

GYP BD CLGBED

CARPET FL

99 SF

GYP BD CLGBED

CARPET FL

59 SF

GYP BD CLGBATH

TILE FL311 SF

GYP BD CLGGAME ROOM

WOOD FL

13 SF

GYP BD CLGCLOSET

CARPET FL

Not Enclosed

GYP BD CLGCLOSET

CARPET FL

1' - 0" 3' - 0" 12' - 9 1/2" 3' - 0" 2' - 0" 3' - 0" 1' - 4"16

' - 0"

9' - 11 1/2" 2' - 8"

12' -

11"

3' - 0

"

3016

SL

2068

2868

2068

2668

2868

2668

2868

10' -

5 1/2"

5' - 0

"11

' - 5 1

/2"

12' - 7"

26' - 1"

3050 SH 3050 SH

3050

SH

12' - 4 1/2"

ADDITION: 660 SF

3050 SH30

50 S

H30

50 S

H

3' - 0

"1'

- 5"

3' - 0

"

1' - 5" 3' - 0" 3' - 0" 1' - 5"

2650

SH

2' - 6

"0'

- 6"

23' -

8 1/2"

WORK TOPOR CLOSET HERE?

1. DIMENSIONS. DO NOT SCALE DRAWINGS, THESE ARE CONCEPTUAL PLANS. ALL DIMENSIONS ARE TO FACE OF STUD WALLSOR MASONRY FOUNDATION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

2. INTERIOR STUD WALLS. ALL MAIN FLOOR WALLS TO BE 10'-0”, ALL SECOND FLOOR WALLS TO BE 9'-0”, UNLESS OTHERWISENOTED. INTERIOR WALLS SHALL BE CONSTRUCTED OF SOUTHERN YELLOW PINE MINIMUM 2 X 4 WOOD STUDS AT 16” ON CENTER(OC). PROVIDE SINGLE BOTTOM PLATES AND DOUBLE TOP PLATES THROUGHOUT. PROVIDE SOLID BLOCKING AT MID-HEIGHT OFALL WALLS.

3. EXTERIOR STUD WALLS. WALLS SHALL BE CONSTRUCTED OF SOUTHERN YELLOW PINE MINIMUM 2 X 4 WOOD STUDS AT 16”ON CENTER (OC). PROVIDE SINGLE BOTTOM PLATES AND DOUBLE TOP PLATES THROUGHOUT. PROVIDE R-13 3 1/2” BATTINSULATION. PROVIDE SOLID BLOCKING AT MID-HEIGHT OF ALL WALLS.

4. GYPSUM WALLBOARD. SHEATH WALLS AND CEILINGS WITH 1/2” GYPSUM WALLBOARD.

5. WATER RESISTANT DRYWALL. PROVIDE WATER RESISTANT 1/2” DUROCK CEMENT BOARD AROUND ALL WET WALLS INBATHROOMS AND KITCHEN.

6. FIRE RESISTANT DRYWALL. PROVIDE 5/8” TYPE “X” FIRE CODE GYPSUM WALLBOARD ON WALLS AND CEILINGS IN GARAGE,AROUND GAS WATER HEATERS AND AS REQUIRED BY CODE.

7. PRESSURE TREATED LUMBER. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETEOR SOIL SHALL BE PRESSURE TREATED.

8. COLUMNS. IF APPLICABLE, PROVIDE LOAD BEARING FIBER-REINFORCED POLYMER COMPOSITE COLUMNS ASMANUFACTURED BY "HB&G" PERMACAST COLUMN. PROVIDE A PAINT FINISH.

9. INSULATION. 3 1/2 “ R-13 BATT INSULATION SHALL BE INSTALLED AT ALL EXTERIOR WOOD STUD WALLS AND AS NOTED.CEILING INSULATION SHALL CONSIST OF 12” OF LOOSE BLOWN FIBERGLASS INSULATION TO PROVIDE AN R-38 RATING. INSTALL 6”BATT INSULATION IN FLOOR SYSTEM BETWEEN FIRST AND SECOND FLOOR OF GARAGE TO PROVIDE AN R-19 RATING. INSULATIONSHOULD BE INSTALLED DIRECTLY UNDER THE PLYWOOD DECK SO THAT THERE IS NO AIR SPACE BETWEEN DECK ANDINSULATION.

10. ANGLED WALLS. ALL ANGLED WALLS ARE TO BE 12:12 UNLESS OTHERWISE NOTED.

11. DRYER VENT. PROVIDE AND INSTALL DRYER VENT DUCT TO BUILDING EXTERIOR THROUGH ATTIC OR EXTERIOR WALL.

12. PAINT. PAINTED SURFACES SHALL CONSIST OF A PRIMER COAT AND TWO FINISH COATS MINIMUM.

13. CARPET. FLOOR SUBSTRATE SHALL BE FREE OF DIRT AND DEBRIS BEFORE PAD AND CARPET INSTALLATION.

18. VINYL OR TILE FLOORING. INSTALLER TO PROVIDE APPROPRIATE UNDERLAYMENT ON ALL SURFACES WHERE TILE ANDVINYL FLOORING ARE TO BE LAID.

15. HARDWOOD FLOORS. IF APPLICABLE, INSTALLER TO LAY A 15# FELT PAPER VAPOR BARRIER UNDERNEATH ALL AREASWHERE HARDWOODS WILL BE INSTALLED.

16. OPTIONAL WALL COVERING. INSTALLER SHALL INSURE THAT WALL COVERING SUPPLIED SHALL ALL BE FROM THE SAMEMANUFACTURERS RUN, OF INFORM COLOR, TEXTURE AND PATTERN. INSTALLER SHALL USE APPROPRIATE PRIMERS, SEALERSAND ADHESIVES.

17. ATTIC ACCESS PANEL. PROVIDE AND INSTALL ATTIC ACCESS PULL-DOWN STAIR WHERE SHOWN ON PLANS. TRIM OPENINGTO MATCH DOOR AND WINDOW TRIM. SIZE OF OPENING SHALL BE 30"X54" WITH A LOAD CAPACITY OF NOT LESS THAN 350POUNDS. THE CLEAR OPENING SHALL BE NOT LESS THAN 22 INCHES IN WIDTH.

18. WINDOWS. LOW-E INSULATED WINDOWS AS SPECIFIED. TOP OF WINDOWS TO BE INSTALLED AT 8'-0” ABOVE FINISH FLOOR,UNLESS NOTED OTHERWISE. CONFIRM THAT OPENINGS ARE COMPLIANT WITH ALL APPLICABLE CODES CONCERNING EGRESS,LIGHTING AND VENTILATION REQUIREMENTS. TEMPER ALL GLASS 2'-0” FROM DOOR AND ABOVE WHIRLPOOL TUBS. BEDROOMWINDOWS SHALL COMPLY WITH IRC CODE REQUIREMENTS FOR EMERGENCY ESCAPE. MINIMUM NET CLEAR OPENING SHALL BE5.7 SQ.FT., MINIMUM NET CLEAR WIDTH SHALL BE 20”, MINIMUM NET CLEAR HEIGHT SHALL BE 24”, AND SILL HEIGHT SHALL NOTEXCEED 44” ABOVE FLOOR. PROVIDE MANUFACTURER'S EGRESS HARDWARE AT BEDROOM WINDOWS IN EACH BEDROOMWITHOUT EXTERIOR DOOR.

19. WINDOWS AND DOORS. PROVIDE METAL FLASHING OVER ALL WINDOWS AND DOORS IN EXTERIOR WALLS THROUGHOUT.PROVIDE PAN FLASHING UNDER ALL EXTERIOR DOORS. PROVIDE ALL WALL, BASE, CAP, THRU-WALL FLASHING AND/OR COUNTERFLASHING, ETC. AS REQUIRED TO PREVENT THE ENTRANCE OF WATER.

20. FIREPLACE. IF APPLICABLE, PROVIDE AND INSTALL A PREFABRICATED FIREPLACE AS PER MANUFACTURERSSPECIFICATIONS. CONFIRM THAT EQUIPMENT AND INSTALLATION CONFORM TO U.L. REQUIREMENTS.

21. FRENCH DOORS. WOOD OR METAL FRAME, CLEAR GLAZED, INSULATED FRENCH DOORS PAINTED AS SPECIFIED IN FINISHSCHEDULE. TEMPER ALL GLASS. TRIM DOORS WITH CASING.

22. BATHROOM LAYOUT. BATHROOM COUNTER LAYOUT AND BATHROOM FIXTURE LOCATIONS ARE SHOWN FOR DIMENSIONALLOCATION ONLY. BATHROOM VANITY COUNTER / CABINET STYLE, TYPE, FINISH AND COLOR TO BE DETERMINED BY OWNER.

23. KITCHEN LAYOUT. KITCHEN COUNTER LAYOUT AND APPLIANCE LOCATIONS ARE SHOWN FOR DIMENSIONAL LOCATIONONLY. COUNTER / CABINET STYLE, TYPE, FINISH AND COLOR TO BE DETERMINED BY OWNER.

24. GARAGE DOOR. GARAGE DOOR TO BE 16'X7' SINGLE LAYER 25 GAUGE STEEL CONSTRUCTION, NON INSULATED WITHWEATHER RESISTANT SECTION JOINTS. GARAGE DOOR JAMB AND HEAD SHALL BE PRESSURE TREATED 2X8.

25. ATTIC APPLIANCES. ALLOW AN UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGESTAPPLIANCE, BUT NOT LESS THAN 30 INCHES HIGH AND 30 INCHES WIDE AND NOT MORE THAN 20 FEET LONG WHEN MEASUREDALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVECONTINOUS SOLID FLOORING IN ACCORDANCE WITH CHAPTER 5 OF THE INTERNATIONAL RESIDENTIAL CODE 2012 ,NOT LESSTHAN 24 INCHES WIDE. A LEVEL SERVICE SPACE AT LEAST 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE PRESENT ALONG ALLSIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED.

FLOOR PLAN NOTES

GRAPHIC SYMBOLS




Drawing Name

Project

Issues / Revisions

Consultants

Print Date / Time:



By:

Tx. Reg. No.

Date:

EMERSON JONES JR.

20857

11/17/2016 7:15:12 PM

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PROPOSED FLOOR PLANS

1332 TULANE ST


HOUSTON, TX 77008

STRUCTURAL


11/17/2016


CODES. THIS ELECTRICAL PLAN IS INTENDED TO INDICATE THE REQUIREMENTS OF THE OWNER. THE DETAILS OF THE ELECTRICALSYSTEM SHALL BE DETERMINED BY AN ELECTRICAL CONTRACTOR LICENSED ACCORDING TO THE CURRENT ELECTRICAL CODE AND BYTHE LOCAL BUILDING DEPARTMENT. INSTALL ALL ELECTRICAL WIRING, CONDUIT AND PANEL BOXES, CO-AXIAL CABLE, AND TELEPHONEWIRING PER LOCAL CODES. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH N.E.C. REVIEW DRAWINGS AND PROVIDE ALL WORK FOR ACOMPLETE AND OPERABLE SYSTEM, INCLUDING ALL INCIDENTALS, REQUIRED BY CODE AGENCIES AND LOCAL GOVERNING BODIES.

VERIFY ALL DIMENSIONS. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS IN FIELD.THESE ARE CONCEPTUAL DRAWINGS. REPORT ANY DISCREPANCIES TO THE DESIGNER. ALL CHANGES SHALL BE MADE IN WRITING.

POWER PANEL. PROVIDE RECESSED ELECTRICAL POWER PANEL AS INDICATED BY ELECTRICAL CONTRACTOR. INSTALL IN ACCORDANCEWITH ALL APPLICABLE CODES.

DISCONNECT PANEL. EXTERIOR MAIN DISCONNECT PANEL AND METER BASE. ELECTRIC SERVICE TO BE RUN UNDERGROUND FROMSERVICE POLE. PROVIDE LIGHTING ARRESTOR IN MDP. GROUND METER BASE AS REQUIRED. ALL WORK PER NATIONAL ELECTRIC CODE(NEC).

SMOKE DETECTOR. PROVIDE SURFACE MOUNTED SMOKE DETECTORS LOCATED ON CEILINGS OR WALLS IN CONFORMANCE WITH FIREMARSHALL'S REQUIREMENTS. SMOKE DETECTORS REQUIRE 110V CONNECTION TO HOUSE WIRING, BATTERY BACKUP, AND ALL HAVE TOBE INTERCONNECTED.

ELECTRICAL LAYOUT. ALL ELECTRICAL SERVICE SHALL COMPLY WITH NATIONAL ELECTRICAL CODE, STANDARD BUILDING CODE, N.F.P.A.AND ALL OTHER APPLICABLE STATE AND LOCAL CODES. LOCATIONS ARE SUGGESTED ONLY. CONSULT YOUR ENGINEERS ANDSUBCONTRACTORS FOR EXACT LOCATIONS, SPECIFICATIONS, SIZES AND CODE COMPLIANCE.

ENGINEERING. THIS DRAWING REPRESENTS POWER AND COMMUNICATION RECEPTACLE, CEILING FIXTURE LOCATIONS AND SWITCHINGDIAGRAMS AS SUGGESTIONS ONLY, AND SHALL NOT BE UTILIZED AS AN ENGINEERING DOCUMENT.

COVER PLATES. INSTALL BEIGE OR WHITE COVER PLATES THROUGHOUT INTERIOR OF HOME. AT THE EXTERIOR, INSTALL SILVER COVERPLATES.

SWITCHES AND RECEPTACLES. WHEN TWO (2) OR MORE SWITCHES OR RECEPTACLES ARE LOCATED TOGETHER, GANG WITH ONECOMMON FACEPLATE. IF THEY CANNOT BE GANGED, INSTALL WITH A MINIMUM DISTANCE BETWEEN UNITS.

RECEPTACLES. INSTALL ALL RECEPTACLES AT 18” ON CENTER (OC) ABOVE FINISHED FLOOR. AT COUNTERS, LOCATE RECEPTACLES AT44” ON CENTER (OC) ABOVE FINISHED FLOOR.

EXTERIOR OUTLETS. ALL EXTERIOR ELECTRICAL OUTLETS SHALL BE GFCI WEATHER PROOF PROTECTED OF THE "NOT ATTENDEDWHILE IN USE" TYPE

SWITCHES. INSTALL SWITCHES 48” ON CENTER (OC) ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED. LOCATE LIGHT SWITCH COVERPLATES 6” FROM FRAME OF DOOR OR CORNER OF WALL.

APPLIANCES. PROVIDE AND INSTALL NECESSARY ELECTRICAL REQUIREMENTS FOR APPLIANCES. CHECK MANUFACTURERSRECOMMENDATIONS.

TELEPHONE. INSTALL CAT 5 CABLING FOR TELEPHONE, IN STRAIGHT SHOTS.

SOUND SYSTEM. WIRE FOR SOUND SYSTEM, AS OUTLINED BY OWNER/DESIGNER. COORDINATE WITH SOUND SYSTEM COMPANY. SEEPLAN FOR LOCATIONS.

ALARM SYSTEM. INSTALL ALARM SYSTEM, AS OUTLINED BY OWNER/DESIGNER. COORDINATE WITH ALARM SYSTEM COMPANY. SEE PLANFOR LOCATIONS.

ELECTRICAL PLAN NOTES

1/4" = 1'-0"1

LEVEL 1 FLOOR PLAN-PROPOSED

1/4" = 1'-0"2

LEVEL 2 FLOOR PLAN-PROPOSED

* NOTE: SHADED AREAS INDICATE NEW CONSTRUCTION

DN

9'-6" PL HT11' - 6"

LEVEL 12' - 0"

GRADE0' - 0"

LEVEL 2 PL HT20' - 6"

EXISTING WOOD SIDINGTO REMAIN

EXISTING ASPHALTSHINGLE ROOFINGTO REMAIN

EXISTING WOODFRAME WINDOWTO REMAIN

EXISTING DECORATIVECOLUMNS TO REMAIN.

EXISTING STAIR ANDRAILING TO REMAIN

EXISTING STAIR TO REMAIN.

EXIS

TING

RES

IDEN

CETO

REM

AIN

ADDI

TION

REMO

VE R

OOF

STRU

CURE

9'-6" PL HT11' - 6"

LEVEL 12' - 0"

GRADE0' - 0"




EXISTING ASHPALT SHINGLEROOFING TO REMAIN

9'-6" PL HT11' - 6"

LEVEL 12' - 0"

GRADE0' - 0"







EXIS

TING

RES

IDEN

CETO

REM

AIN

ADDI

TION

REMO

VE R

OOF

STRU

CURE

9'-6" PL HT11' - 6"

LEVEL 12' - 0"

GRADE0' - 0"






6" / 12"6" / 12"

6" / 1

2"

6" / 12"

6" / 1

2"

EXIS

TIN

G C

OM

POSI

TESH

ING

LE R

OO

FIN

G

8' - 1

1/2"

VER

IFY

EXISTING RESIDENCETO REMAIN

ADDITIONREMOVE ROOFSTRUCURE

12' -

8 1/2"

VER

IFY

6" / 12"6" / 12"

6" / 1

2"

6" / 1

2"

EXIS

TIN

G C

OM

POSI

TESH

ING

LE R

OO

FIN

G




Drawing Name

Project

Issues / Revisions

Consultants

Print Date / Time:



By:

Tx. Reg. No.

Date:

EMERSON JONES JR.

20857

11/17/2016 7:15:15 PM

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EXISTING ELEVATIONS,EXISTING ROOF PLAN,DEMOLITION ROOF PLAN

1332 TULANE ST


HOUSTON, TX 77008

STRUCTURAL


11/17/2016


1/4" = 1'-0"1 BUILDING ELEVATION




3/16" = 1'-0"5 ROOF PLAN - EXISTING

3/16" = 1'-0"6

ROOF PLAN -DEMOLITION

3060SH (3'-0" x 6'-0")VINYL FRAME, DOUBLE PANE GLAZING.

FIN. FLOOR.

SINGLE HUNG WINDOW

4"72

"4"

8"

36"

36"

36"

*NEW GLAZING TO BE:-LOW-E-DOUBLE PANE CLEAR GLASS-WOOD FRAME-U-VALUE: 0.3-SHCG: 0.28-ENERGY STAR QUALIFIED SOUTH/CENTRAL ZONE

SINGLE HUNG WINDOW

4"60

"4"

20"

36"

2' -

6"2'

- 6"


SINGLE HUNG WINDOW

4"36

"4"

44"

36"

EQEQ


SINGLE HUNG WINDOW

4"48

"4"

32"

36"

EQEQ


4" C

EMEN

T BD

TRI

M

4" C

EMEN

T BD

TRI

M

4" C

EMEN

T BD

TRI

M

4" C

EMEN

T BD

TRI

M

1. AT HAZARDOUS LOCATIONS INCLUDING SHOWER ENCLOSURES, PROVIDE TEMPERED GLAZING PER IRC R3082. PROVIDE CEMENT BOARD TRIM AROUND WINDOWS AT EXTERIOR CEMENT BOARD SIDING ONLY. OMIT CEMENT BOARD TRIM AT BRICK VENEER EXTERIOR.3. REFER TO PLANS FOR WINDOW SIZES AND LOCATIONS. ALL WINDOW SIZES SHOWN ON SCHEDULE MAY NOT BE ON THE PLANS.

7.31 SF OPENING

5.95 SF OPENING

7' - 0

"

7' - 0

"

7' - 0

"

7' - 0

"

4"4"

24"

4"

24"

4" C

EMEN

T BD

TRI

M

SEE

BUILD

ING

ELEV

ATIO

NS

COMPOSITE SHINGLEROOFING ON #30 BUILDING FELT

6" / 1

2"

6" / 12"6" / 12"

6" / 1

2"

6" / 12"6" / 12"

6" / 12"6" / 12"

NO O

VERH

ANG

ON T

HIS

SIDE

9'-6" PL HT11' - 6"

LEVEL 12' - 0"

GRADE0' - 0"

LEVEL - 212' - 6"


EXIS

TING

RES

IDEN

CETO

REM

AIN

ADDI

TION

REMO

VE R

OOF

STRU

CURE

NEW WOOD SIDINGTO MATCH EXISTING PROFILEAND PAINT.


NEW SCHEDULEDWINDOWS


NEW STAIR AND RAILINGTO MATCH EXISTING

NEW SCHEDULEDWINDOWS

NEW ASPHALTSHINGLE ROOFINGTO MATCH EXISTING

EXISTING DECORATIVECOLUMNS TO REMAIN

NEW SCHEDULED DOOR

NEW DECORATIVE COLUMNTO MATCH EXISTING

2650 SH3050 SH 3050 SH

5068 PR


9'-6" PL HT11' - 6"

LEVEL 12' - 0"

LEVEL - 212' - 6"


0' - 6

"



EXISTING WINDOWS TOREMAIN

NEW STAIR AND RAILINGTO MATCH EXISTINGBACK STAIRS

EXISTING DECORATIVECOLUMNS TO REMAIN


NEW SCHEDULEDWINDOWS TO MATCH EXISTING

3050 SH

3016 SL

3050 SH

3060 SH 3060 SH

EXIS

TING

RES

IDEN

CETO

REM

AINADDI

TION

REMO

VE R

OOF

STRU

CURE


9'-6" PL HT11' - 6"

LEVEL 12' - 0"

LEVEL - 212' - 6"


NEW DECORATIVECOLUMN TO MATCHEXISTING PROFILEAND PAINT.




3050 SH 3050 SH 3050 SH

3050 SH3050 SH

5068 PR


NEW METER AND ELECTRICPANEL

9'-6" PL HT11' - 6"

LEVEL 12' - 0"

GRADE0' - 0"

LEVEL - 212' - 6"


EXIST. DECORATIVE COLUMNSTO REMAIN





EXISTING WINDOWS TO REMAIN

24" x 24"

3030 SH3030 SH24" x 24"

EXIST. ASPHALTSHINGLE ROOFINGTO REMAIN

EXISTING DOOR TO REMAIN

EXISTIN STAIRTO REMAIN

17' -

6"

26' -

2 1/2"




Drawing Name

Project

Issues / Revisions

Consultants

Print Date / Time:



By:

Tx. Reg. No.

Date:

EMERSON JONES JR.

20857

11/17/2016 7:15:22 PM

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PROPOSED ELEVATIONS,ROOF PLAN

1332 TULANE ST


HOUSTON, TX 77008

STRUCTURAL


11/17/2016


1/4" = 1'-0"6 WINDOW SCHEDULE

ROOF PLAN NOTES

ALL ROOF PENETRATIONS (I.E. PLUMBING AND GAS VENTS, ETC.) ARE TO BE RESTRICTED TO THEREAR ROOF AREA ONLY. UNDER NO CIRCUMSTANCES SHALL THERE BE ROOF PENETRATIONS ATTHE ROOF FACING THE STREET.

PROVIDE 30 YEAR ASPHALT DIMENSIONAL SHINGLES OVER 30# FELT OVER 7/16" OSB DECKINSTALLED WITH PLYWOOD "H" CLIPS. COLOR AND STYLE OF SHINGLES TO BE SELECTED BYOWNER.

20" WIDE GALVANIZED FLASHING SHALL BE USED ON ALL VALLEYS. PROVIDE ALL WALL, BASE, CAP,THRU-WALL FLASHING AND/OR COUNTER FLASHING, ETC. AS REQUIRED TO PREVENT THEENTRANCE OF WATER.

PROVIDE OPTIONAL GUTTERS AND DOWNSPOUTS TO BE SELECTED BY OWNERS.

3/16" = 1'-0"1 ROOF PLAN



3/16" = 1'-0"4 BUILDING ELEVATION 3/16" = 1'-0"5 BUILDING ELEVATION

* NOTE: SHADED AREAS INDICATE NEW CONSTRUCTION

city of houston historic preservation department sf. · emerson jones jr. 20857 11/17/2016 7:15:03...

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