2436 White Oak_Floor Plans

street view satellite image

SCALE:

1/2" = 1'-0"

1/2" = 1'-0"

interior elevations

12

site plan

13

details

NEW CONSTRUCTION

30x48 - 50214 - RVT 24



This drawing is only an artistic representation. please refer to elevation sheets for sizes and materials

2434 White Oak Drive A Lot 8 Block 2 Norhill Park (City of Houston)

PROJECT LOCATION:

construction set

office review 06/04/25

06/05/25

porch revision

second floor electrical plan

11

05/07/25

10

GG

first floor electrical plan

CHECK SET READY

roof plan

9

04/26/25

8

GG

sections and details

WINDOWS & DOORS REVIEW

sections and details

7

04/22/25

elevations and details

GG

5 6

GG

elevations and details

1/4" sketch-rev.

second floor plan

4

02/28/25

3

GG

first floor plan

GG

rendered front elevation

08/06/24 1/4" sketch

1 2

GG

a project for:

Sheet Name

GG

Sheet Number

REVISIONS:

Sheet List

05/28/25

OWNER REVISIONS

Novel Texas

1/2" = 1'-0"

A PROJECT FOR:

SCALE:

SCALE:

vicinity map

JOB NO: 50214 COPYRIGHT

RICE

RESIDENTIAL

DESIGN,

L.L.C.

code notes: - 2021 irc houston amendments - 2021 umc houston amendments - 2021 upc houston amendments - 2021 iecc amendments-residential provisions - 2023 national electrical code (nec)

rendered front elevation

PLAN NO: 4718 SCALE: 1/2" = 1'-0" SHEET NO.

1

OF

13

4"

3'-0"

drop slab as required. see manuf. specs.

elevator 2x6 wall

provide elect. as required. see manuf. specs.

111'-6" 8'-8"

20'-0"

19'-0"

14'-4"

38'-6" 14'-6"

6"

4'-8"

3'-6"

6'-1"

7'-10" 1'-2"

6'-1"

5'-6"

5'-4"

7'-2"

6'-6"

10"

13'-6"

5'-9"

1'-2"

6"

10"

4'-5"

24'-0"

2'-0" 1'-2"

elevator detail1

11'-0"

6'-9" 10"

SCALE:

5'-11"

1/2" = 1'-0"

10" 1'-0"

10'-0"

1'-6"

11'-6"

1'-6"

8'-0"

1'-6"

GAS GRILL COUNTERTOP G

J

6

7

7

siding EXTERIOR 3'-0"

F

STUD WALL APPLIANCE

walls to be 1 hour fire-rated (less than 5'-0" from property line) refer to detail sheet typical of shaded red

30x48 - 50214 - RVT 24

2'-2" 6'-0"

12'-8"

10"

7'-10"

10"

5'-0"

15'-4"

8'-6"

7

16'-6"

9'-6"

18'-6"

5'-8"

6'-2"

1'-6"

24'-10"

10'-8"

44'-2"

- 2021 irc houston amendments - 2021 umc houston amendments - 2021 upc houston amendments - 2021 iecc amendments-residential provisions - 2023 national electrical code (nec)

86'-8" 111'-6"

first floor plan scale: 1/4"=1'-0"

2434 White Oak Drive A Lot 8 Block 2 Norhill Park (City of Houston)

construction set

porch revision

CHECK SET READY

05/07/25

7

RICE RESIDENTIAL DESIGN L.L.C. IS A PROFESSIONAL BUILDING DESIGN FIRM. IT IS NOT AN ENGINEERING FIRM. WE ARE NOT QUALIFIED TO NOR LICENSED TO DESIGN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING THE FRAMING AND FOUNDATION. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THESE DRAWINGS, THE "ENGINEER OF RECORD" SHALL BEAR THE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. RICE RESIDENTIAL DESIGN L.L.C. WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN IN ANY WAY AND/OR ANY PROBLEMS WHICH MAY ARISE.

GG

6

= 11'-0" = 10'-0"

04/26/25

5

10"

06/05/25

ILDING LINE 15'0" BU

22'-0"

FIRST FLOOR SECOND FLOOR

GG

ceiling hts.

WINDOWS & DOORS REVIEW

36"X48" concrete stoop

04/22/25

PROPERTY LINE

I

27'-8"

office review

2" cut stone

3'0" EMERGENCY ACCESS EASEMENT

H

8'-7"

GG

2X6 WALL

06/04/25

6064

GG

TOTAL

OWNER REVISIONS

175

GG

5'-0"

E

2'-1"

PROJECT LOCATION:

45'-8"

95

BALCONY

2X4 WALL

5'0" building line

B

4'-9"

A PROJECT FOR:

5'-2"

2'-10" 2'-4"

6'-0"

PORCH

code notes: 5'-3"

Novel Texas

18'-8" 10"

304

elect. meter

minimum

garage door note r302.5.1 - door to be solid core, self closing & self latching & meets one of the following requirements: (A) minimum 1-3/8" sloid wood (B) minimum 1-3/8" steel over honeycomb (C) minimum 20 minute rated

772

PATIO

BRICK

drop varies (7 3/4" max)

PROVIDE READILY ACCEsSIBLE DISCONNECT AT A/C UNITS

3 CAR GARAGE

WALL LEGEND:

ELECT. SUB-PANEL

gas meter

4718

1/4" sketch-rev.

1'-0"

30" x 60" DISP. STAIRS PER IRC -M1305.1.3 SUPPORTING MIN. 350 LBS.



AIR CONDITIONING COMPRESSORS (NUMBER OF UNITS AS REQUIRED).

SPACED PER MANUFACTURER'S SPECIFICATIONS.

defined from garage finish floor (43.07' elev.)

9'6" CLG.

TOTAL LIVING AREA

02/28/25

terminate range vent to exterior thru floor system above

(3) 2 6 70 FG/CSMT/DL/MULLED @9 0 HD. HT.

2330

GG

bottom of cantilever at 10'8" above main finish floor

2'-0"

9'-2"

note: drop slab for elevator as required

up dis. stairs

3 08 0 s.c. ext. door

wood treads/ painted risERS

7'-2"

13'0" CLG.

up 3-equal risers (€7" risers)

10'6" plate height

2 6 60 FG/DL @9 0 HD.HT.

35'-0"

2388

SECOND FLOOR PLAN

08/06/24 1/4" sketch

8'-8" DROP VARIES

FURR DOWN TO 9'6" CEILIONG

FIRST FLOOR PLAN

GG

6

3 08 0

ceiling height is defined from garage finish floor

HB

square footage

05/28/25

D

DROP

1'-0"

A/C PLATFORM AS REQUIRED. TO BE HOLLOW & FLOODABLE

2 6 60 FG/DL @9 0 HD.HT.

2 6 60 FG/DL @9 0 HD.HT.

6'-8" f.f.e. = 43.07'

42" hi. wall 10"X10" wood column pilaster

10'6" plate height

13'0" ceiling CONC. FLR. APPLY 5/8" TYPE "X" FIRE CODE GYP. BOARD @ WALLS & CLG.

HANDRAIL

6" wall

lockers

8 080 O.H. SECT. GAR. DR.

3 car garage

9'-2"

TILE FLR.

WOOD FLR.

‚

GG

elevator

‚

REVISIONS:

10"

mud rm.

3'-0"

DROP

4'-10"

7'-0"

gas

4'-0"

edge of second floor above typ.

DROP 4"

dropoff

5'-0"

2 0 20 FG/CSMT/DL @11 0 HD.HT.

3'-7"

‚

DROP VARIES

f.f.e. = 44.74'

wxt

pdr.1

6'-6"

A

7'-0"

5'-10"

2 68 0

LINE

15'-0"

3'-8" 6'-4"

3 08 0

48" range w/ 60" venthOod above

HB

CLG. R/A

WAY

5

10 080 O.H. SECT. GAR. DR.

A. CHEMICAL TERMITICIDE TREATMENT B. TERMITE BATING C. PRESSURE-PRESERVATIVE-TREATED WOOD D. NATURALLY DURABLE TERMITE RESISTANT WOOD E. PHYSICAL BARRIERS F. COLD FORMED STEEL FRAMING

7'-6"

study

5 09 0 opn'g

TOWER STORAGE

E BUIL DING

- PROVIDE NOTATION ON THE FOUNDATION PLANS THAT TERMITE PROTECTION SHALL BE PROVIDED IN ONE OF THE FOLLOWING WAYS:

3'-5"

5'-0"

‚

14'-2" x 12'-4" WOOD FLR.

FIX'D.

2 68 0

dw

2'-10"

ING L INE BUILD ARAG E 3'0" G 3'-6"

13'-4"

4'-8"

10 080 O.H. SECT. GAR. DR.

4- 2 69 0 CRAFTSMAN STYLE tempered glass FRENCH DOORS (MATCH DIV. LTS. OF EXTERIOR DOORS)

slope ceiling as stairs

SHELVES

ARAG

DRIVE

wood treads/ painted risERS

11'0" CLG.

5'-6"

7'-2"

FIX'D.

edge of balcony above typ.

3'0" G

SHAR ED

(4) 2 0 20 FG/CSMT/DL @11 0 HD.HT.

(3) 2 6 70 FG/CSMT/DL/MULLED @9 0 HD. HT.

6"

SS EA SEMEN T

7'-6"

6'-0"

defined from garage finish floor (43.07' elev.)

TILE FLR. f.f.e. = 43.07'

7'-4"

up 21 risers

4'-0" shelves WOOD FLR. 4'-4"

porch

14'-6"

3 69 0 craftsman style entry door

2 story ceiling (refer to 2nd. floor for ceiling)

pantry

slope 1"

5'-0"

5'-8"

LINEN

trash pullout

10'-1"

allow for tv

WOOD FLR. 6'-8"

24'0" CLG.

4'-4"

10'-0"

13'-10"

11'-8" 4'-4"

10' CLG.

€9'4" CEILING UNDER LANDING #2

18'0"

DROP 4"

ACCE

10"X10" wood column typical where shown

8"

4'-0"

13'-0" allow for 48" ref.

path of r/a from above u.c. ref.

11' CLG.

4'-0" 1'-4"

cw

SINK/DISP.

1'-0"

2'-10"

10" 2'-0"

MICRO DRAWER

WOOD FLR.

ISLAND 1

C

sink

4'11" CEILING UNDER LANDING #1

kitchen

14'-0"

FG/DL/MULLED @9 0 HD. HT. DROP 4"

GAS GRILL

1'-0"

flush bartop w/ kneespace below

foyer

f.f.e. = 45.07'

ENCY

LINE

termite treatment r318 NOTES:

GAS lt.

f.f.e. = 44.74'

€7'11" CLEARANCE ABOVE 5TH RISER

1'-0" 13'-6" x 19'-4" WOOD FLR.

summer kitchen

8'-0"

3'-0"

4'-0"

9'-3"

19'-4"

18'-6"

20'-2"

dining rm.

(3) 4 0 66

10"X10" smooth hardie column typical where shown

1'-0"

6'-0"

36" hi. w.i. handrail

tempered glass door

MERG

1/2 barrel vault ceiling to 13'0" from 9'0" springline at porch

up 3-equal risers (€7" risers)

13'-6"

4'-4"

ISLAND 2

tile floor/ wood deck/ w.p. membrane f.f.e. = 44.74'

6

3'-2"

OPERABLE

13'-0" x 13'-0" WOOD FLR.

6" wall

PROP ERTY

3'0" E

tile floor/ wood deck/ w.p. membrane

bedrm.2

30'-0"

7'-10"

3'-0" 6'-8"

cov'd. patio

5'-4"

(3) 2 6 70 CSMT/DL/MULLED @9 0 HD. HT.

1/2" = 1'-0"

ALL OPENINGS ARE DEFINED FROM MAIN FINISHED FLOOR

FIX'D.

ALLOW FOR PAN W/ 3 1/2" drop to allow for flush threshold

3 08 0

2 68 0

FURR DOWN TO 10'0" CEILING

4'-0"

8'-8"

tempered glass door

CLG. R/A

2'-8"

2 68 0

egress windows sill at 24" a.f.f.

linen

seat at 20" a.f.f.

10'-0"

DROP 4"

10"

3'-8"

3'-4"

tile shower

coats

cw

2'6"

4'-0"

45'-8"

WOOD FLR. ICE MAKER

DROP 3 1/2"

SOAP NICHE

R & S

bar

4'-10"

5'-10"

ICE MAKER TO DRAIN INTO ADJACENT SINK

glass shelves

6'-2"

14'-0"

HB

R & S

2'-0"

5'-10"

tempered glass door

OPERABLE

7'-4"

summer kitchen detail SCALE:

slope 2"

2'-10" 6'-4"

1'-0"

19'-6"

6'-8"

bath 2

GAS lt.

2 68 0 TILE FLR.

3'-10"

WINE CHILL

1'-0"

11'-0"

9'-2"

42" hi. bartop w/ waterfall edge

craftsman style french door

tile FLR. 3'-4"

2 69 0 glass door

21'-7" 3 09 0

w.i.c.

CHEST/ SHLVS

10'0" ceiling

sink path of r/a from above

wood treads/ open risERS

wine room

WOOD FLR.

3'-10"

19'-0" x 23'-4" WOOD FLR.

24'-4"

up 12 risers

racks

glass to 9'0" a.f.f. typical

great room

HB

R & S

FURR DOWN TO 9'0" CEILING

f.f.e. = 37.07' (verify)

verify point of grade at bottom of stairs

FURR DOWN TO 8'0" CEILING

8" TYP.

gas valve shall be within 48" (min.) of gas log lighter typical

13'-4"

14'-4"

5'-0"

allow for tv above

(4) 4 0 76 FG/DL/MULLED @9 0 HD. HT. allow for 60"X76" concrete stoop

6"

valve

3"

2'-9"

HB

2'-6"

ORTAL 150H TS CLEAR 66" W X 22" H 3 SIDED GAS FIREPLACE TERMINATE THRU exterior

GRADE

JOB NO: 50214 PLAN NO: 4718 SCALE: As indicated SHEET NO.

2

OF

13

84'-4" 8'-8" 10"

20'-0"

7'-0"

10"

33'-4"

18'-0"

2'-0"

12'-4"

1'-4"

5'-2"

7'-0"

6'-2"

13'-6"

7'-2"

F

G

6

7

4'-0"

22'-4"

3'-4"

4'-0"

4'-0"

7'-10"

3'-2"

7'-0" BUILDER TO VERIFY ROUGH OPENING OF TUB W/ MANUFACTURER'S PRIOR TO CONSTRUCTION walls below typical

6'-0"

LINE

SS EA SEMEN T

a a

45'-8"

4'-2"

walls below typical

1'-4"

4'-8"

5'-10" 35'-4"

84'-4"

15'-6"

15'-2"

code notes: - 2021 irc houston amendments - 2021 umc houston amendments - 2021 upc houston amendments - 2021 iecc amendments-residential provisions - 2023 national electrical code (nec)

second floor plan

construction set 06/05/25

porch revision

CHECK SET READY

WINDOWS & DOORS REVIEW

05/07/25

8'-0"

GG

40'-4"

5'-8"

04/26/25

2'-0"

4'-0"

RICE RESIDENTIAL DESIGN L.L.C. IS A PROFESSIONAL BUILDING DESIGN FIRM. IT IS NOT AN ENGINEERING FIRM. WE ARE NOT QUALIFIED TO NOR LICENSED TO DESIGN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING THE FRAMING AND FOUNDATION. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THESE DRAWINGS, THE "ENGINEER OF RECORD" SHALL BEAR THE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. RICE RESIDENTIAL DESIGN L.L.C. WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN IN ANY WAY AND/OR ANY PROBLEMS WHICH MAY ARISE.

GG

8'-6"

7

04/22/25

2'-6"

7

GG

16'-0"

6

02/28/25

8'-8"

5'-8"

4'-0"

I

GG

 30x48 - 50214 - RVT 24

7'-10"

2'-0"

H

08/06/24 1/4" sketch

5

E

GG

B

ALL OPENINGS ARE DEFINED FROM MAIN FINISHED FLOOR

1/4" sketch-rev.

3'0" EMERGENCY ACCESS EASEMENT

DRAIN FROM UTILITY TO EXTERIOR

PROPERTY LINE

10"

office review

5'0" building line

r/a to 1st. floor

14'-0"

ILDING LINE

13'-2"

15'0" BU

elevator

c

10"X10" s,ooth hardie column typical where shown locate network hub

2'-1" 2'-1" 1'-9" 11'-5"

2'-0" R & S

8:12 slope

4'-0" 9'-2"

8:12 slope

6

REVISIONS:

WOOD FLR.

FURR DOWN TO 8'0" CEILING

ALLOW FOR PAN W/ 3 1/2" drop to allow for flush threshold

r SHELVES

2'-0"

2 68 0

D

2 0 50 FG/DL @8 0 HD.HT.

3 08 0

i.t./ linen

tempered glass door

(3) 2 0 50 FG/DL/MULLED @21 0 HD. HT. tempered glass

GG

7'-8"

c

06/04/25

11'-0"

6" wall

GG

3 480 opn'g

up dis. stairs

OWNER REVISIONS

3'-4"

6" wall

05/28/25

4'-4"

provide ridge beam

GG

8"

DROP 3 1/2"

egress window sill at 36" a.f.f.

4'-6"

5'-0"

TILE FLR. 2'6"

2 6 50 CSMT/DL @8 0 HD.HT.

8'-10"

3 08 0

SOAP NICHE

bath 3

cathedral ceiling from 10'0" plate height

FIX'D.

OPERABLE

LINE

4'-4"

down 21 risers

bedrm.3 15'-0" x 12'-6" WOOD FLR.

2 68 0

FIX'D.

cathedRAL CEILING TO CONTINUE THRU HALL

E BUIL DING

2'-0"

6" wall

LANDING #2 BELOW

tile shower

ARAG

2'-4"

42" hi. w.i. guardrail typical where shown

a 2'-4"

24" deep uppers

allow for drain

w.i.c.

TILE FLR.

8"

dry

3'-5"

open to below (24'0" ceiling)

FURR DOWN TO 8'6" CEILING 4'-4"

wash

8"

wood treads/ painted risERS

SHELVES 5'-0"

terminate dryer vent thru roof

2 68 0 pocket door

4'-2"

10' CLG.

3'0" G

5

(2) 2 6 50 CSMT/DL/MULLED @8 0 HD. HT.

2 0 20 FG/DL 2 0 20 FG/DL 2 0 20 FG/DL @8 0 HD.HT. @8 0 HD.HT. @8 0 HD.HT.

0 0 6'-0" 3 8

13'-0"

8'-4"

11' CLG.

3'-6"

8"X6" timber beams typical

1'-0"

A

LINEN

4'-0"

8"

5'-6"

7'-4"

4'-0"

11'-8"

15'-2"

2434 White Oak Drive A Lot 8 Block 2 Norhill Park (City of Houston)

WAY

PROJECT LOCATION:

DRIVE

A PROJECT FOR:

SHAR ED

Novel Texas

18'-8"

ACCE

14'-6"

ENCY

18'0"

2 0 20 FG @8 0 HD.HT.

wood flr.

3 080 opn'g 2'-0" 8" 4'-4"

gas

utility

c

5'-0"

5'-0" 4'-8"

2'-0"

7'-10"

6'-4"

sink

a

7

3 08 0

8"

c

UNDER CUT DOOR FOR UTILITY ROOM COMBUSTION AIR

J

FIX'D.

MERG

8'-6"

SHELVES

4'-0"

wood FLR.

8" 4'-10"

a

ARAG E BUIL DING

LINEN

10" 4'-2"

balcony

TILE FLR. 6" wall

2 68 0 2" drain

16'-8"

4'-4"

13'-2" x 13'-10" WOOD FLR.

3'0" E

3'0" G

3'-2" 6'-4"

9'-0" 2'-2" 4" 5'-6"

pdr.2

CLG. R/A

5'-4"

pony wall above

bedrm.4

COFFER CEILING FROM 10'0" TO 11'0"

TILE FLR.

30" x 60" DISP. STAIRS PER IRC -M1305.1.3 SUPPORTING MIN. 350 LBS.

9'6" PLATE HEIGHT

tile FLR.

3'-8"

3 08 0

FIX'D.

6" wall

4'-4"

2'-10"

4"

E

IV

c

2 68 0 pocket door

w.i.c.

3 080 opn'g 6" wall 6'-8"

SLOPE TILE FLR. ON W.P. MEMBRANE TO 3" DIA. DRAIN WITH REMOVABLE STRAINER. DRAIN MUST DRAIN TO OUTSIDE

21'-8"

TILE FLR.

LINE

R & S

3 080 opn'g wood flr.

2 68 0

2 68 0 pocket door

2 6 56 CSMT/DL/MULLED @8 0 HD.HT.

LANDING #1 BELOW

21'-4" x 16'-0" WOOD FLR.

3:12 slope

C

T

IV

E

3'-8"

A

provide ridge beam

T

10"

C A

3'-8"

tempered glass DOORS

5'-8"

bedroom 1

EGRESS AREAS/DOORS: DOOR TO BE KEYLESS DEAD BOLT

a

storage wood flr.

9'6" PLATE HEIGHT

6'-8"

cathedral ceiling from 9'6" plate height

6'-0"

13'-4"

FURR DOWN TO 9'8" CEILING

6" wall

bath 4 7'-6"

4'-4"

1'-6"

2 08 0

FURR DOWN TO 9'0" CEILING

craftsman style french door

tile flr.

LINEN

seat at 20" a.f.f.

1'-8" 18'-6"

6

5'-10"

tile shower

3:12 slope

5'-6"

tempered glass door & enclosure

SOAP NICHE

2 68 0

PROP ERTY

egress windows sill at 30" a.f.f.

14'-4"

FURR DOWN TO 9'0" CEILING glass shelves

sink 3'-8" 9' CLG.

glass to 8'0" a.f.f. typical

SHELVES

€14'5" ceiling

tempered glass DOORS

C

u.c. ref.

TILE FLR.

HB

balcony

a

bath 1

DROP 3 1/2" ALLOW FOR PAN W/ 3 1/2" drop to allow for flush threshold

r c

OPERABLE

SHELVES

R & S

R & S

a

FURR DOWN TO 9'0" CEILING freestanding tub

c

walls to be 1 hour fire-rated (less than 5'-0" from property line) refer to detail sheet typical of shaded red

FURR DOWN TO 8'0" CEILING

32" X 60" TUB/SHWR

14'-4" x 18'-0" 6" wall WOOD FLR. 12'1" ceiling

r/a to 1st. floor

2'-0"

€14'5"' CLG.

FURR DOWN TO 9'8" CEILING

2'-4"

game room

4'-6"

ledge at 32" a.f.f.

7'-0"

3'-6"

5 0 30 Fixed @13 0 HD.HT.

5'-0"

a

(3) 2 6 40 FG/MULLED UNIT @8 0 HD. HT.

7'-0"

2 68 0 pocket door

1 0 50 FG/DL @8 0 HD.HT.

3'-6"

3'-0"

8'-8"

2'-2"

30" k.s.

DROP 4"

1'-8"

(3) 2 6 20 FG/DL @10 0 HD. HT.

6" wall

36" hi. packing island w/ chest below

2'-0"

10" 4'-0" 1'-4"

6" wall

5'-8"

20'-2"

R & S

9'-0"

R & S

10'-0" 6'-2"

18" deep 30" hi. make-up counter

tile floor/ wood deck/ w.p. membrane

2'-0"

SOAP NICHE

c

tile FLR.

4" 10"

CHEST/ SHLVS

wardrobe

16'-2" 23'-6" 45'-8"

CHEST/ SHLVS

3'-5"

a

JOB NO: 50214 PLAN NO: 4718 SCALE: 1/4" = 1'-0" SHEET NO.

3

OF

13

COMPOSITION SHINGLES TYP. ROOFING MATERIAL

9:12

5:12

9:12

12

12

12 cathedral ceiling from 10'0" plate height at bedroom 3 beyond

12

cd-4 4

4

( 38.43' )

cd-6

5

clip o.h. & raise fascia

23'-0" PLATE HT.

5

CD-7

clip o.h. & raise fascia

4

fold line clip o.h. & raise fascia

€ 27'-5" PLATE HT.

12'1" ceiling at game room beyond

rake roof

CD-9

25'-1" PLATE HT.

cd-12 5

5 rake roof

4 23'-0" PLATE HT.

12

clip o.h. & raise fascia

23'-0" PLATE HT.

rake roof

CD-9

1'-0"

8"

€ 14'-5"

8" wd-2

12'-1" CD-10

rake roof

12

4

11'-0" PLATE HT.

4

12

2'-6"

FIRST FLOOR CLG.

CD-5

2'-0" 8'-6" PLATE HT.

 30x48 - 50214 - RVT 24

GRADE

2" applied real stone typical where shown

tempered glass

( 45.07' )

( 43.07' )

TERMINATE FIREPLACE VENT THRU EXTERIOR

8 080

O.H. SECT. GAR. DR.

10 080

O.H. SECT. GAR. DR.

10 080

O.H. SECT. GAR. DR.

8" TRIM TYPICAL WHERE SHOWN

10"X10" smooth hardie column typical where shown open beyond veranda/ summer kitchen

HARDIE SIDING TYP. WHERE SHOWN

36" hi. w.i. handrail

stone exterior

2"

42" hi. wall

hardie siding

42" hi. cable railing typical where shown

up 3-equal risers

allow for concrete stoop

( 38.43' )

1/4" = 1'-0"

1x2 trim, header & sides

1x2 trim sill 1"

SCALE:

SCALE:

elevation notes

1/2" = 1'-0"

wd-2"

right side elevation

NOTE: ALL PLATE HEIGHTS DEFINED FROM MAIN FINISHED FLOOR

wd-1 SCALE:

(42.75')

100 YEAR

stone sill

- SEE ROOF PLAN FOR OVERHANGS - SEE ROOF PLAN FOR RAKE DETAILS - PROVIDE SPARK ARRESTORS AT CHIMNEYS TO COMPLY WITH IRC 2021, WITH 1/2" GAP MINIMUM - GUTTERS AND DOWNSPOUTS PER BUILDER

grill break-away louvered walls typical where shown

GARAGE FLOOR (43.07') 500 YEAR

9'-0"

10"X10" wood column typical where shown

2'-0"

MAIN FINISH FLOOR

10'-6"

13'-0"

note: all plate heights are defined from main structure's finished floor (f.f.e. 45.07')

10'-0" PLATE HT.

13'-0"

4

slope ceiling at garage from 10'6" ti 13'0" as defined from garage finish floor

1/2 barrel vault ceiling to 13'0" from 9'0" springline at porch

1'-0"

wd-1

2"

2"

cd-1

13'0" ceiling at garage as definded from garage finish floor

1'-8"

SECOND FLOOR FIN. FLR.

rake roof

42" hi. cable railing typical where shown

4"

4

board & batten siding

board & batten siding

4"

cd-2

4'-0"

12:12

5

9'-8"

fire rated soffit at shaded area

note: omit drip mold where gutters are to be installed. (verify with builder)

open beyond balcony

4"

board & batten siding

fire rated soffit at shaded area

elevation key

stone exterior

5

5:12

10'-0"

12:12

4

left side ELEVATION

23'-10" PLATE HT.

stairs: 12 Risers @ 7 5/8" each 11 treads @ 10" min. each

verify point of grade at bottom of stairs

1/2" = 1'-0"

RICE RESIDENTIAL DESIGN L.L.C. IS A PROFESSIONAL BUILDING DESIGN FIRM. IT IS NOT AN ENGINEERING FIRM. WE ARE NOT QUALIFIED TO NOR LICENSED TO DESIGN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING THE FRAMING AND FOUNDATION. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THESE DRAWINGS, THE "ENGINEER OF RECORD" SHALL BEAR THE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. RICE RESIDENTIAL DESIGN L.L.C. WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN IN ANY WAY AND/OR ANY PROBLEMS WHICH MAY ARISE.

code notes: - 2021 irc houston amendments - 2021 umc houston amendments - 2021 upc houston amendments - 2021 iecc amendments-residential provisions - 2023 national electrical code (nec)

elevations and details

porch revision

SECOND FLOOR CLG.

5:12

12:12 12:12 2'-0"

€14'5" ceiling at bath 1 beyond

4

5

rake roof cd-3

CD-7

CD-11

fire rated soffit at shaded area

5

1/2" = 1'-0"

12 COMPOSITION SHINGLES TYP. ROOFING MATERIAL

4

SCALE:

1/2" = 1'-0"

TERMINATE DRYER VENT THRU ROOF

9

9

cd-8

cd-7

right side ELEVATION

05/07/25

SCALE:

1/2" = 1'-0" 12

CD-6

hardie siding

GG

SCALE:

12

cathedral ceiling from 10'0" plate height at bedroom 3 beyond

hardie siding

cd-5

1/2" = 1'-0"

STUD WALL

1X4 frieze board

2434 White Oak Drive A Lot 8 Block 2 Norhill Park (City of Houston)

SCALE:

1/2" = 1'-0"

1/2" SOFFIT W/ VENTS

STUD WALL

CHECK SET READY

SCALE:

1/2" = 1'-0"

cd-4

1X4 frieze board

04/26/25

SCALE:

1/2" = 1'-0"

cd-3

LOOKOUTS

GG

cd-2

1x8

PROJECT LOCATION:

hardie siding

1X4 frieze board

CEILING JOISTS RE: ENGINEER'S FRAMING PLANS

WINDOWS & DOORS REVIEW

2" masonry BRICK/stone

16"X16" (base) craftsman column w/ 18"X18"X48" hi. framed pedestal w/ 2" applied real stone (22"X22" w/ stone) typical of 2

1x2

04/22/25

cd-1

1X4 frieze board

BEAM PER ENGINEER

STUD WALL

plate ht.

GG

2" masonry stone

1X4 frieze board

1x2 1x8

1x2 1x8

RAFTERS RE: ENGINEER'S FRAMING PLANS

5

Novel Texas

STUD WALL

BLOCKING

1/2" SOFFIT W/ VENTS

STUD WALL

CEILING JOISTS RE: ENGINEER'S FRAMING PLANS

plate ht. plate ht.

LOOKOUTS

clipped o.h. & raised fascia

12 clipped o.h. & raised fascia

construction set

1x8

1/2" SOFFIT W/ VENTS

1X4 frieze board

SCALE:

1x2

LOOKOUTS

1/2" SOFFIT W/ VENTS

hardie siding

plate ht.

1'-0"

12

06/05/25

1x2 1x8

12

CEILING JOISTS RE: ENGINEER'S FRAMING PLANS

RE: ROOF PLAN

RAFTERS RE: ENGINEER'S FRAMING PLANS

GG

plate height

LOOKOUTS

STUD WALL

CEILING JOISTS RE: ENGINEER'S FRAMING PLANS

12

12

1/4" sketch-rev.

plate height

clipped o.h. & raised fascia

RE: ROOF PLAN

02/28/25

CEILING JOISTS RE: ENGINEER'S FRAMING PLANS

1x2 1x8

1X4 frieze board

clip o.h. & raise fascia

RAFTERS RE: ENGINEER'S FRAMING PLANS

1/4" = 1'-0"

GG

1x2 1x8

RE: ROOF PLAN

12

RAFTERS RE: ENGINEER'S FRAMING PLANS

12

SCALE:

office review

1'-0"

plate ht.

12

12

RE: ROOF PLAN

RAFTERS RE: ENGINEER'S FRAMING PLANS

rear elevation

verify point of grade at bottom of stairs

1/2 barrel vault ceiling to 13'0" from 9'0" springline at porch at 7'6" radius

10"

CEILING JOISTS RE: ENGINEER'S FRAMING PLANS

RAFTERS RE: ENGINEER'S FRAMING PLANS

12

10"

RE: ROOF PLAN

stairs: 12 Risers @ 7 5/8" each 11 treads @ 10" min. each

1/4" = 1'-0"

1'-0"

12

12

4"

A/C PLATFORM AS REQUIRED. TO BE HOLLOW & FLOODABLE

allow for concrete stoop

RE: ROOF PLAN

RAFTERS RE: ENGINEER'S FRAMING PLANS

9'-8"

42" hi. cable railing typical where shown

front elevation 12

1'-8"

( 43.07' )

(42.75')

100 YEAR

SCALE:

4"

( 45.07' )

06/04/25

( 38.43' )

GRADE

A/C UNITS BEYOND

GG

100 YEAR

METERS BEYOND

GRILL

08/06/24 1/4" sketch

10"X10" wood column typical where shown

note: all plate heights are defined from main structure's finished floor (f.f.e. 45.07')

OPEN TO VERANDA/ SUMMER KITCHEN

GG

500 YEAR

(42.75')

rake roof

A PROJECT FOR:

( 43.07' )

clip o.h. & raise fascia

OWNER REVISIONS

€ 2'-0" 2'-0"

GRADE

MAIN FINISH FLOOR

2'-0"

4"

( 45.07' )

GARAGE FLOOR (43.07') 500 YEAR

open to porch

8'-6" PLATE HT.

break-away louvered walls typical where shown

8" TRIM TYPICAL WHERE SHOWN

2'-0"

up 3-equal risers

fire rated soffit at shaded area

05/28/25

3'-2"

METERS BEYOND MAIN FINISH FLOOR

egress window

12

12

8" TRIM TYPICAL WHERE SHOWN

note: all plate heights are defined from main structure's finished floor (f.f.e. 45.07')

break-away louvered walls typical where shown

11'-0" PLATE HT.

GG

2" applied real stone typical where shown

5

REVISIONS:

4

9'-0"

4

10'-6"

A/C PLATFORM AS REQUIRED. TO BE HOLLOW & FLOODABLE

cd-1

11'-0"

A/C UNITS BEYOND

cd-1

13'-0"

11'-0"

fire rated soffit at shaded area

13'-0"

4

8" WOOD TRIM TYPICAL WHERE SHOWN

12

front ELEVATION

clip o.h. & raise fascia

1'-0"

-6 cd-2

7'

8'-6" PLATE HT.

8" WOOD TRIM TYPICAL WHERE SHOWN

5

R

8'-6" PLATE HT.

10"X10" smooth hardie column typical where shown

FIRST FLOOR CLG.

CD-10

"

7

SECOND FLOOR FIN. FLR.

fire rated soffit at shaded area

10'-0" PLATE HT.

td-1

bottom of cantilever at 10'8" above main finish floor

4"

11'-0" PLATE HT.

EGRESS DOOR

42" hi. cable railing typical where shown

13'-0" PLATE HT.

rake roof

EGRESS DOOR

4

clip o.h. & raise fascia

5

4

tempered glass

10'-8"

11'-0" PLATE HT.

wd-2

fire rated soffit at shaded area

4"

4

tempered glass

CD-7

rear ELEVATION

CD-5

OPEN TO BALCONY

4"

1/2 barrel vault ceiling to 13'0" from 9'0" springline at porch

12

rake roof

2"

rake roof

12:12

2'-0"

12

5

12

HARDIE SIDING TYP. WHERE SHOWN

10'-0"

12

SECOND FLOOR FIN. FLR.

FIRST FLOOR CLG.

12

23'-10" PLATE HT.

2'-0"

12

rake roof

12

board & batten siding

egress window

2'-6"

12

4

"smooth" hardie siding

egress window

12

board & batten siding

clip o.h. & raise fascia

12

CD-7

3

3

11'-0"

4

hardie shake siding

12

12

8"

23'-0" PLATE HT.

fire rated soffit at shaded area

5

cd-3

4

3'-0"

10'-0"

40'-2 7/16"

12

HARDIE SIDING TYP. WHERE SHOWN

rake roof

4"

SECOND FLOOR CLG.

CD-9

wd-1

4

slope ceiling at garage from 10'6" to 13'0" as defined from garage finish floor

5

4"

wd-2

clip o.h. & raise fascia

clip o.h. & raise fascia

5

CD-9

23'-0" PLATE HT.

12

fire rated soffit at shaded area

5

23'-0" PLATE HT.

board & batten siding

rake roof

cd-12

10'-8"

23'-0" PLATE HT.

23'-0" PLATE HT.

12

12

cathedral ceiling from 9'6" plate height at bedroom 1 beyond

10"

5

fire rated soffit at shaded area

12

CD-9

25'-1" PLATE HT.

clip o.h. & raise fascia

8

8

rake roof

5

9'-6"

clip o.h. & raise fascia

12

SECOND FLOOR CLG.

CD-6

fire rated soffit at shaded area

5:12

clip o.h. & raise fascia

CD-6

27'-5" PLATE HT.

12

12'1" ceiling at game room beyond

€14'5" ceiling at bath 1 beyond

10"

4

5

€ 14'-5"

12

12 5

clip o.h. & raise fascia

CD-11

5:12

12

12

8'-0"

9:12

5 12

TERMINATE DRYER VENT THRU ROOF

5:12

12 5

12

12 12

12

td-2 7

COMPOSITION SHINGLES TYP. ROOFING MATERIAL

12

9:12

12

JOB NO: 50214 PLAN NO: 4718 SCALE: As indicated SHEET NO.

4

OF

13

TERMINATE DRYER VENT THRU ROOF

12

12

9

9

12 5

12:12

COMPOSITION SHINGLES TYP. ROOFING MATERIAL

12 5:12

12 12:12

cathedral ceiling from 9'6" plate height at bedroom 1 beyond

CD-7

cd-13

fold line

4

clip o.h. & raise fascia

5

rake roof

6"

8"

clip o.h. & raise fascia

5

6'-0"

23'-0" PLATE HT.

2'-0"

stop soffit

rake roof

11'-0"

11'-0" PLATE HT. 2'-6"

8" WOOD TRIM TYPICAL WHERE SHOWN

clip o.h. & raise fascia

6'-0"

8'-6" PLATE HT.

cd-1

1'-0"

stop soffit

10'-6"

4

4

5'-0" MINIMUM ELECT. METER DISCONNECT CABLE BOX PHONE BOX

break-away louvered walls typical where shown

2'-0"

( 43.07' )

2'-0"

rake roof

wd-2

AIR CONDITIONING COMPRESSORS (NUMBER OF UNITS AS REQUIRED).

SPACED PER MANUFACTURER'S SPECIFICATIONS.

slope ceiling at garage from 10'6" to 13'0" as defined from garage finish floor

8"

rake roof

A/C PLATFORM AS REQUIRED. TO BE HOLLOW & FLOODABLE

( 45.07' )

fold line

11'-0" PLATE HT.

a/c to be 2'0" above the 500 year floodplain

3'-6"

note: all plate heights are defined from main structure's finished floor (f.f.e. 45.07')

GARAGE FLOOR (43.07')

GAS METER

(42.75')

RE: ROOF PLAN

building section "A" SCALE:

1/4" = 1'-0"

stairs in the foreground shown for clarity

stairs: 12 Risers @ 7 5/8" each 11 treads @ 10" min. each verify point of grade at bottom of stairs

2434 White Oak Drive A Lot 8 Block 2 Norhill Park (City of Houston)

PROJECT LOCATION:

1'-0" crawl space

(42.75') concrete piers per engineer

100 YEAR

( 38.43' )

break-away louvered walls typical where shown

building section "B" SCALE:

1/4" = 1'-0"

note: omit drip mold where gutters are to be installed. (verify with builder)

RICE RESIDENTIAL DESIGN L.L.C. IS A PROFESSIONAL BUILDING DESIGN FIRM. IT IS NOT AN ENGINEERING FIRM. WE ARE NOT QUALIFIED TO NOR LICENSED TO DESIGN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING THE FRAMING AND FOUNDATION. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THESE DRAWINGS, THE "ENGINEER OF RECORD" SHALL BEAR THE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. RICE RESIDENTIAL DESIGN L.L.C. WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN IN ANY WAY AND/OR ANY PROBLEMS WHICH MAY ARISE.

code notes: - 2021 irc houston amendments - 2021 umc houston amendments - 2021 upc houston amendments - 2021 iecc amendments-residential provisions - 2023 national electrical code (nec)

elevations and details

construction set 06/05/25

porch revision

CHECK SET READY

GG

office review 06/04/25

05/07/25

( 43.07' )

WINDOWS & DOORS REVIEW

( 45.07' )

GG

500 YEAR

GG

OWNER REVISIONS 05/28/25 GG

11'-0"

2'-0"

2'-0"

- SEE ROOF PLAN FOR OVERHANGS - SEE ROOF PLAN FOR RAKE DETAILS - PROVIDE SPARK ARRESTORS AT CHIMNEYS TO COMPLY WITH IRC 2021, WITH 1/2" GAP MINIMUM - GUTTERS AND DOWNSPOUTS PER BUILDER

04/26/25

allow for concrete stoop

allow for drop

foyer

GG

( 38.43' )

shelves

elevation notes

floor system per engineer

GRADE concrete piers per engineer

landing #1

04/22/25

break-away louvered walls typical where shown

10'-0"

10'-0"

MAIN FINISH FLOOR

crawl space

open to kitchen beyond

GG

 30x48 - 50214 - RVT 24

grill

floor system per engineer

up 3-equal risers

(42.75')

100 YEAR

42" hi. cable railing typical where shown

pantry

A/C UNITS BEYOND A/C PLATFORM AS REQUIRED. TO BE HOLLOW & FLOODABLE

NOTE: ALL PLATE HEIGHTS DEFINED FROM MAIN FINISHED FLOOR

1/4" sketch-rev.

foyer

GARAGE FLOOR (43.07') GRADE

door to veranda/ summer kitchen beyond

stairs: 21 risers @ 7 3/8" each 18 treads @ 10" min. each 2 landings

( 45.07' )

( 43.07' )

kitchen

42" hi. w.i. guardrail

02/28/25

500 YEAR

landing #1

42" hi. wall

note: all plate heights are defined from main structure's finished floor (f.f.e. 45.07')

22" truss plus sub floor

GG

MAIN FINISH FLOOR

tempered glass

columns in the foreground shown for clarity

great room

FIRST FLOOR CLG.

landing #2

2'-0"

note: all plate heights are defined from main structure's finished floor (f.f.e. 45.07')

porch

open to mud room beyond

open beyond veranda/ summer kitchen

8" WOOD TRIM TYPICAL WHERE SHOWN

stairs: 21 risers @ 7 3/8" each 18 treads @ 10" min. each 2 landings

22" truss plus sub floor

4'-11"

2" applied real stone typical where shown

€ 7'-11"

4

42" hi. w.i. guardrail

23'-0"

10"X10" smooth hardie column typical where shown

wd-1

open to game room beyond

24'-0"

landing #2

elevator

€ 9'-4"

rake roof

door to bedroom 1 beyond

SECOND FLOOR FIN. FLR.

11'-0"

11'-0" PLATE HT.

balcony

open to hall beyond

42" hi. cable railing typical where shown

22" truss plus sub floor

FIRST FLOOR CLG.

8"X6" timber beams

ceiling joist

rake roof fire rated soffit at shaded area

1'-8"

SECOND FLOOR FIN. FLR. 7'-6"

23'-0" PLATE HT.

2'-0"

42" hi. w.i. guardrail typical where shown

12 5

SECOND FLOOR CLG.

open beyond balcony

9'-0"

12'-1"

11'-0"

10'-0"

open to vestibule beyond

clip o.h. & raise fascia

23'-10" PLATE HT.

2'-0"

12'1" ceiling

shower beyond

doors to bedroom 1 beyond

HARDIE SIDING TYP. WHERE SHOWN

2'-8"

12:12

12:12

door to bedroom 3 beyond

COFFER CEILING FROM 10'0" TO 11'0"

5

11'-0"

game room

4

balcony

4

cd-12

€14'5" ceiling

wd-2

board & batten siding

cd-4

rake roof

bath 1

ceiling joist

note: refer to engineer's notes for size & location of framing members

9:12

27'-5" PLATE HT.

4"

door to elevator beyond

23'-0" PLATE HT.

12

clip o.h. & raise fascia

attic

COMPOSITION SHINGLES TYP. ROOFING MATERIAL

11'-0"

4

note: refer to engineer's notes for size & location of framing members

9'-8"

SECOND FLOOR CLG.

12

CD-7

8"X6" timber beams

5

5

1'-0"

5:12

attic

rafters typical

12

4"

ceiling joist

5

rafters typical

1'-0"

12:12 clip o.h. & raise fascia

A PROJECT FOR:

12

COFFER CEILING FROM 10'0" TO 11'0"

cd-8

12

Novel Texas

12 7

COMPOSITION SHINGLES TYP. ROOFING MATERIAL

4

elevation key

1/2" = 1'-0"

TERMINATE DRYER VENT THRU ROOF

12

1/2" = 1'-0"

provide ridge beam

CD-6

SCALE:

1/2" = 1'-0"

left side ELEVATION

12

9

cathedral ceiling from 10'0" plate height at bedroom 3 beyond

cd-13

4"

SCALE:

1/2" = 1'-0"

SCALE:

1/2" = 1'-0"

4"

SCALE:

cd-9

cd-12

1'-0"

cd-8

SCALE:

1/2" = 1'-0"

hardie siding

08/06/24 1/4" sketch

SCALE:

1X4 frieze board

hardie siding

cd-11

STUD WALL

1/2" SOFFIT W/ VENTS

10"X10" wood column

1X4 frieze board

cd-10

1x8

REVISIONS:

STUD WALL

hardie siding

2" masonry stone

1X4 frieze board

STUD WALL

1X4 frieze board

1X4 frieze board

STUD WALL

1x2

LOOKOUTS

1/2" SOFFIT W/ VENTS

8'-0"

1/2" SOFFIT W/ VENTS

hardie siding

CEILING JOISTS RE: ENGINEER'S FRAMING PLANS

LOOKOUTS

1/2" SOFFIT W/ VENTS

9'-0"

STUD WALL

1X4 frieze board

LOOKOUTS

1x8

hardie siding

1/2" SOFFIT W/ VENTS

LOOKOUTS

22" truss plus sub floor

1x2

CEILING JOISTS RE: ENGINEER'S FRAMING PLANS

plate ht.

10'-0"

LOOKOUTS

1/2" SOFFIT W/ VENTS

plate ht.

10'-8"

1x8

1x8

5

clipped o.h. & raised fascia

1'-0"

CEILING JOISTS RE: ENGINEER'S FRAMING PLANS

1x2

RAFTERS RE: ENGINEER'S FRAMING PLANS

9 RAFTERS RE: ENGINEER'S FRAMING PLANS

9:12

1x2

LOOKOUTS

12

clipped o.h. & raised fascia

CEILING JOISTS RE: ENGINEER'S FRAMING PLANS

5:12

10"

1x8

5

plate ht.

CEILING JOISTS RE: ENGINEER'S FRAMING PLANS

plate ht.

RAFTERS RE: ENGINEER'S FRAMING PLANS

6"

clipped o.h. & raised fascia

12

clipped o.h. & raised fascia

RAFTERS RE: ENGINEER'S FRAMING PLANS

plate ht.

€ 14'-5"

12

9

1x2

1x8

RE: ROOF PLAN

€ 6"

RE: ROOF PLAN

CEILING JOISTS RE: ENGINEER'S FRAMING PLANS

RE: ROOF PLAN RAFTERS RE: ENGINEER'S FRAMING PLANS

5

12

GG

1x2

clipped o.h. & raised fascia

12

10"

plate ht.

1'-2"

10"

1/4" = 1'-0"

RE: ROOF PLAN

RAFTERS RE: ENGINEER'S FRAMING PLANS

5

3'-1"

SCALE:

12

clipped o.h. & raised fascia

€ 7"

left side elevation

front ELEVATION

( 38.43' )

10'-0"

100 YEAR

right side ELEVATION

rear ELEVATION

4" 2'-0" 2'-0"

GRADE

4

5:12

4" 1'-8" 10'-8"

11'-0"

open beyond veranda/ summer kitchen

42" hi. wall

MAIN FINISH FLOOR

10"X10" wood column pilaster

CD-7

stairs beyond

4'0

"

4"

2'-0"

R

500 YEAR

tempered glass

TERMINATE RANGE VENT THRU EXTERIOR

bottom of cantilever at 10'8" above main finish floor

10"X10" smooth hardie column typical where shown

10'-0"

9'-6"

9'-8"

10'-0"

HARDIE SIDING TYP. WHERE SHOWN

42" hi. cable railing typical where shown

FIRST FLOOR CLG.

4

2'-0"

23'-0" PLATE HT.

open beyond balcony

SECOND FLOOR FIN. FLR.

CD-6

12:12

rake roof

cd-12

fire rated soffit at shaded area

13'-0"

4"

23'-0" PLATE HT.

COFFER CEILING FROM 10'0" TO 11'0" AT BALCONY BEYOND

clip o.h. & raise fascia

10'-0"

23'-10" PLATE HT. SECOND FLOOR CLG.

cathedral ceiling from 10'0" plate height at bedroom 3 beyond

9

1'-0"

5

JOB NO: 50214 PLAN NO: 4718 SCALE: As indicated SHEET NO.

5

OF

13

12 TERMINATE DRYER VENT THRU ROOF

12 5

COMPOSITION SHINGLES TYP. ROOFING MATERIAL

COMPOSITION SHINGLES TYP. ROOFING MATERIAL

9

2'-0"

pantry note: all plate heights are defined from main structure's finished floor (f.f.e. 45.07')

GARAGE FLOOR (43.07')

1/4" = 1'-0"

elevation key

12 12

12

bedrm.4

CD-10

bedroom 1

5

cathedral ceiling from 9'6" plate height

CD-7

12

12 5

rake roof

2'-0"

SECOND FLOOR FIN. FLR.

5

clip o.h. & raise fascia

fire rated soffit at shaded area

22" truss plus sub floor FIRST FLOOR CLG.

stairs: 21 risers @ 7 3/8" each 18 treads @ 10" min. each 2 landings

A/C PLATFORM AS REQUIRED. TO BE HOLLOW & FLOODABLE

2'-0"

MAIN FINISH FLOOR

landing #1

door to vestibule beyond

( 45.07' ) floor system per engineer

500 YEAR

GRADE

( 43.07' )

crawl space

(42.75')

bedrm.2

11'-0"

1'-0"

foyer

open to kitchen beyond

HARDIE SIDING TYP. WHERE SHOWN

break-away louvered walls typical where shown

bottom of cantilever at 10'8" above main finish floor note: all plate heights are defined from main structure's finished floor (f.f.e. 45.07') A/C UNITS BEYOND

dining rm.

8" TRIM TYPICAL WHERE SHOWN

MAIN FINISH FLOOR

500 YEAR

( 45.07' )

( 43.07' )

crawl space

(42.75')

 30x48 - 50214 - RVT 24

concrete piers per engineer 100 YEAR

building section "E" SCALE:

1/4" = 1'-0"

elevation notes

floor system per engineer

GRADE

( 38.43' )

terminate vent thru exterior

NOTE: ALL PLATE HEIGHTS DEFINED FROM MAIN FINISHED FLOOR

- SEE ROOF PLAN FOR OVERHANGS - SEE ROOF PLAN FOR RAKE DETAILS - PROVIDE SPARK ARRESTORS AT CHIMNEYS TO COMPLY WITH IRC 2021, WITH 1/2" GAP MINIMUM - GUTTERS AND DOWNSPOUTS PER BUILDER

concrete piers per engineer 100 YEAR

great room

A/C PLATFORM AS REQUIRED. TO BE HOLLOW & FLOODABLE

2'-0"

A/C UNITS BEYOND

mud rm.

10'-0"

11'-0"

note: all plate heights are defined from main structure's finished floor (f.f.e. 45.07')

door to bath 2 beyond

22" truss plus sub floor FIRST FLOOR CLG. 4"

11'-0" PLATE HT. clip o.h. & raise fascia

free-standing tub

SECOND FLOOR FIN. FLR.

13'-0" PLATE HT.

10'-8"

4

2'-0"

fire rated soffit at shaded area

note: omit drip mold where gutters are to be installed. (verify with builder)

( 38.43' )

building section "F" SCALE:

1/4" = 1'-0"

break-away louvered walls typical where shown

RICE RESIDENTIAL DESIGN L.L.C. IS A PROFESSIONAL BUILDING DESIGN FIRM. IT IS NOT AN ENGINEERING FIRM. WE ARE NOT QUALIFIED TO NOR LICENSED TO DESIGN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING THE FRAMING AND FOUNDATION. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THESE DRAWINGS, THE "ENGINEER OF RECORD" SHALL BEAR THE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. RICE RESIDENTIAL DESIGN L.L.C. WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN IN ANY WAY AND/OR ANY PROBLEMS WHICH MAY ARISE.

code notes: - 2021 irc houston amendments - 2021 umc houston amendments - 2021 upc houston amendments - 2021 iecc amendments-residential provisions - 2023 national electrical code (nec)

sections and details

porch revision

HARDIE SIDING TYP. WHERE SHOWN

open to game room beyond

wardrobe

€14'5" ceiling

05/07/25

42" hi. w.i. guardrail typical

clip o.h. & raise fascia

shower beyond

GG

4

board & batten siding

fire rated soffit at shaded area

bath 1

GG

fire rated soffit at shaded area

4

door to bath 4 beyond

10'-0"

balcony

wd-2

5

cd-3

12'-1"

rake roof

23'-0" PLATE HT.

12

CHECK SET READY

CD-9

ceiling joist

fire rated soffit at shaded area

04/26/25

12 door to balcony beyond

23'-0" PLATE HT. ceiling joist

3

attic

GG

23'-0" PLATE HT.

10'-0"

3

SECOND FLOOR CLG.

23'-0" PLATE HT.

5

WINDOWS & DOORS REVIEW

fire rated soffit at shaded area

CD-9

04/22/25

4

25'-1" PLATE HT.

5

note: refer to engineer's notes for size & location of framing members ceiling joist

€ 4'-5"

CD-7

1'-0"

rake roof

5

12

9'-0"

clip o.h. & raise fascia

rafters typical

attic

provide ridge beam

rafters typical

€ 14'-5"

5

SECOND FLOOR CLG.

12'1" ceiling at game room beyond

fire rated soffit at shaded area

provide ridge beam

1'-0"

12

12

note: refer to engineer's notes for size & location of framing members

4

clip o.h. & raise fascia

5

attic

cd-4

5

CD-11

8'-0"

12

9'-0"

12

5

12

9'-6"

9:12

12

12

OWNER REVISIONS

provide ridge beam

05/28/25

COMPOSITION SHINGLES TYP. ROOFING MATERIAL 9:12

12

REVISIONS:

12

A PROJECT FOR:

left side ELEVATION

2434 White Oak Drive A Lot 8 Block 2 Norhill Park (City of Houston)

SCALE:

1/4" = 1'-0"

GG

SCALE:

building section "D"

PROJECT LOCATION:

building section "C"

Novel Texas

( 38.43' )

construction set

100 YEAR

right side ELEVATION

06/05/25

( 38.43' )

(42.75')

GG

break-away louvered walls typical where shown

crawl space

1/4" sketch-rev.

GRADE

up 3-equal risers (€7" risers)

( 43.07' )

02/28/25

100 YEAR

concrete piers per engineer

500 YEAR

GG

(42.75')

stairs: 21 risers @ 7 3/8" each 18 treads @ 10" min. each 2 landings

office review

crawl space

floor system per engineer

2'-0"

2'-0"

GRADE

( 43.07' )

( 45.07' )

06/04/25

MAIN FINISH FLOOR

HANDRAIL

GG

( 45.07' )

3 car garage

shelves

08/06/24 1/4" sketch

kitchen

mud rm.

ceiling joist

GG

landing #1

floor system per engineer 500 YEAR

10'-0"

10'-0"

10'-0"

note: refer to engineer's notes for size & location of framing members

11'-0"

open to great room beyond

FIRST FLOOR CLG.

4"

note: all plate heights are defined from main structure's finished floor (f.f.e. 45.07')

dining rm.

rake roof

rear ELEVATION

door to great room beyond

open to vestibule beyond 9'-0"

cov'd. patio

42" hi. cable railing typical where shown

24'-0"

1'-8" open beyond veranda/ summer kitchen

wine room beyond

stop soffit

attic

landing #2

4'-11"

HARDIE SIDING TYP. WHERE SHOWN

10'-8"

11'-0"

10"X10" smooth hardie column typical where shown

22" truss plus sub floor

22" truss plus sub floor

€ 9'-4"

4"

FIRST FLOOR CLG.

42" hi. w.i. guardrail

SECOND FLOOR FIN. FLR.

2'-0"

SECOND FLOOR FIN. FLR.

4"

2'-0"

42" hi. cable railing typical where shown

utility

5:12

cathedral ceiling from 9'6" plate height

HARDIE SIDING TYP. WHERE SHOWN

COFFER CEILING FROM 10'0" TO 11'0" 9'-6"

bedroom 1

9'-8"

10'-0"

balcony

MAIN FINISH FLOOR

balcony

doors to bath 1 beyond

open beyond balcony

23'-0" PLATE HT.

front ELEVATION

8"X6" timber beams

SECOND FLOOR CLG.

11'-0"

SECOND FLOOR CLG.

1'-0"

4"

3:12

rafters typical

23'-10" PLATE HT.

1'-0"

ceiling joist

23'-0"

clip o.h. & raise fascia

note: refer to engineer's notes for size & location of framing members

13'-0"

5

12:12

attic

cd-12

cathedral ceiling from 10'0" plate height at bedroom 3 beyond

11'-0"

12

2'-0"

5:12

provide ridge beam

12:12

12 5

9

12:12

cut line

12

9

JOB NO: 50214 PLAN NO: 4718 SCALE: As indicated SHEET NO.

6

OF

13

12 12 12

12

COMPOSITION SHINGLES TYP. ROOFING MATERIAL 9:12

12 5

9:12

12 5

12 12

12 12

cd-4

5

4

GRADE

4

( 43.07' )

break-away louvered walls typical where shown

( 38.43' )

SCALE:

11'-0"

2'-6" 4

( 45.07' )

3'-0"

attic ceiling joist

cd-2 4

12:12

2'-0"

3'-0"

12

12

11'-0" PLATE HT.

cd-1

8'-6" PLATE HT.

4

ELECT. SUB-PANEL

3 car garage 9'6" CEILING

door to mud room beyond

A/C UNITS BEYOND

2" applied real stone typical where shown note: all plate heights are defined from main structure's finished floor (f.f.e. 45.07')

( 43.07' )

(42.75')

100 YEAR

1/4" = 1'-0"

12

GARAGE FLOOR (43.07')

( 38.43' )

building section "H"

rafters typical 5

METERS BEYOND

GRADE

building section "G"

12

12

A/C PLATFORM AS REQUIRED. TO BE HOLLOW & FLOODABLE

(42.75')

100 YEAR

4

cd-1

500 YEAR

egress window

CD-7

fire rated soffit at shaded area

MAIN FINISH FLOOR

hardie shake siding

1'-8"

up 3-equal risers

4

8'-6" PLATE HT.

10"X10" wood column typical where shown

4

12

rake roof

FIRST FLOOR CLG.

4

slope ceiling from 10'6" to 13'0" as defined from garage finish floor

A/C UNITS BEYOND

wd-2

HARDIE SIDING TYP. WHERE SHOWN

note: refer to engineer's notes for size & location of framing members

CD-5

3 car garage

23'-0" PLATE HT.

CD-6

raise fascia

10'-0"

4

( 45.07' )

10'-0"

cd-2

GARAGE FLOOR (43.07')

concrete piers per engineer

SCALE:

ceiling joist door to mud room beyond

note: all plate heights are defined from main structure's finished floor (f.f.e. 45.07')

GRADE

12 board & batten siding

11'-0" PLATE HT. clip o.h. &

10'-0" PLATE HT.

cd-1

500 YEAR

11'-0" PLATE HT.

8

12

SECOND FLOOR FIN. FLR.

2'-0"

crawl space

8

clip o.h. & raise fascia

12

1'-0"

clip o.h. & raise fascia

MAIN FINISH FLOOR

(42.75')

100 YEAR

22" truss plus sub floor

12

A/C PLATFORM AS REQUIRED. TO BE HOLLOW & FLOODABLE

8" WOOD TRIM TYPICAL WHERE SHOWN

12

1'-8"

wine room

1/2 barrel vault ceiling to 13'0" from 9'0" springline at porch

2'-0"

11'-0"

note: all plate heights are defined from main structure's finished floor (f.f.e. 45.07')

( 45.07' )

( 43.07' )

attic

5

12

9'-0"

2'-0" 7'-6"

11'-0" 2'-0"

bar

"smooth" hardie siding

4

rake roof

2" applied real stone typical where shown

12

fire rated soffit at shaded area

tempered glass panel

clip o.h. & raise fascia

fire rated soffit at shaded area

4

cathedral ceiling from 10'0" plate height

12

FIRST FLOOR CLG.

8'-6" PLATE HT.

floor system per engineer 500 YEAR

CD-7

wd-1

bedrm.3

HARDIE SIDING TYP. WHERE SHOWN

11'-0" PLATE HT.

tempered glass

MAIN FINISH FLOOR

2'-0"

22" truss plus sub floor

2'-0"

2'-0"

fire rated soffit at shaded area

5

SECOND FLOOR CLG.

9'-0"

note: refer to engineer's notes for size & location of framing members

SECOND FLOOR FIN. FLR.

13'-0" PLATE HT.

12

rake roof

4"

5

42" hi. bartop w/ waterfall edge

4

clip o.h. & raise fascia

SECOND FLOOR FIN. FLR.

open to great room beyond

clip o.h. & raise fascia

1'-8"

CD-10

12

cathedRAL CEILING TO CONTINUE THRU HALL beyond

wd-2

fire rated soffit at shaded area

5

FIRST FLOOR CLG.

clip o.h. & raise fascia 23'-0" PLATE HT.

rake roof

10'-0"

9'-0"

12'-1"

12'1" ceiling

4

12

23'-0" PLATE HT.

clip o.h. & raise fascia board & batten siding

CD-6

8

23'-0" PLATE HT.

rake roof

game room

12

clip o.h. & raise fascia

SECOND FLOOR CLG.

23'-0" PLATE HT.

furr down

10'-0"

clip o.h. & raise fascia

cathedral ceiling from 10'0" plate height at bedroom 3 beyond

10'-6"

3'-1"

ceiling joist

cd-4 4

8

25'-1" PLATE HT.

SECOND FLOOR CLG.

rafters typical

9:12

CD-9

12

1'-0"

5

12

12

13'-0"

rafters typical

12

COMPOSITION SHINGLES TYP. ROOFING MATERIAL

12

12

9'-6"

CD-11

2'-6"

note: refer to engineer's notes for size & location of framing members

fire rated soffit at shaded area

9:12

provide ridge beam

10'-6"

attic

provide ridge beam

( 38.43' )

building section "I"

4"

SCALE:

1/4" = 1'-0"

1/4" = 1'-0"

12

12 12

"

R 2'-

2"

6"X6" arch truss member

9:12

provide ridge beam

hardie siding

9:12 4

5

cathedral ceiling from 10'0" plate height at bedroom 3 beyond

rafters typical

clip o.h. & raise fascia

4'-0"

attic

CD-6

4

12

12

12

cd-4

clip o.h. & raise fascia SECOND FLOOR CLG.

12 12

0"

note: refer to engineer's notes for size & location of framing members

R 9'-

12

CD-6

8

4

12

23'-0" PLATE HT.

R 9 '-6"

12

23'-0" PLATE HT.

ceiling joist

code notes:

1/4" = 1'-0"

- 2021 irc houston amendments - 2021 umc houston amendments - 2021 upc houston amendments - 2021 iecc amendments-residential provisions - 2023 national electrical code (nec)

td-2 SCALE:

1/2" = 1'-0"

sections and details

construction set 06/05/25

porch revision 05/07/25 GG

RICE RESIDENTIAL DESIGN L.L.C. IS A PROFESSIONAL BUILDING DESIGN FIRM. IT IS NOT AN ENGINEERING FIRM. WE ARE NOT QUALIFIED TO NOR LICENSED TO DESIGN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING THE FRAMING AND FOUNDATION. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THESE DRAWINGS, THE "ENGINEER OF RECORD" SHALL BEAR THE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. RICE RESIDENTIAL DESIGN L.L.C. WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN IN ANY WAY AND/OR ANY PROBLEMS WHICH MAY ARISE.

CHECK SET READY

GARAGE FLOOR (43.07')

board & batten siding

- SEE ROOF PLAN FOR OVERHANGS - SEE ROOF PLAN FOR RAKE DETAILS - PROVIDE SPARK ARRESTORS AT CHIMNEYS TO COMPLY WITH IRC 2021, WITH 1/2" GAP MINIMUM - GUTTERS AND DOWNSPOUTS PER BUILDER

04/26/25

6"X6" arch truss member

building section "J" SCALE:

GG

elevation notes

WINDOWS & DOORS REVIEW

2"

GG

concrete piers per engineer

R 2'-

04/22/25

break-away louvered walls typical where shown

R

NOTE: ALL PLATE HEIGHTS DEFINED FROM MAIN FINISHED FLOOR

GG

2'-0"

crawl space

"

-6

2'

0" R 9'-



( 43.07' )

( 38.43' )

10"X10" wood column typical where shown

( 45.07' )

(42.75')

100 YEAR

porch

floor system per engineer

floor system per engineer

GRADE

30x48 - 50214 - RVT 24

study

open to kitchen beyond

4

12

1/4" sketch-rev.

A/C PLATFORM AS REQUIRED. TO BE HOLLOW & FLOODABLE

mud rm.

12

R 9 '-6"

A/C UNITS BEYOND

R

12

CD-5

7

2'-0"

11'-0"

4

12

02/28/25

" '-6

13'-0"

CD-7

note: all plate heights are defined from main structure's finished floor (f.f.e. 45.07')

4'-2"

1'-0"

clip o.h. & raise fascia

10'-0" PLATE HT.

doors to foyer beyond

9'-0"

ceiling joist

9'-0"

11'-0" PLATE HT.

4"X4" truss members

GG

22" truss plus sub floor

FIRST FLOOR CLG.

500 YEAR

4"

1/2 barrel vault ceiling to 13'0" from 9'0" springline at porch

GG

12

5

note: omit drip mold where gutters are to be installed. (verify with builder)

1/2" = 1'-0"

office review

12

SCALE:

06/04/25

door to w.i.c. beyond

12

SECOND FLOOR FIN. FLR. 2'-0"

bedrm.3

GG

glass door to shower

elevation key

td-1

2" applied real stone typical where shown

08/06/24 1/4" sketch

bath 3

HARDIE SIDING TYP. WHERE SHOWN

GG

4

OWNER REVISIONS

4

left side ELEVATION

05/28/25

wd-1

REVISIONS:

fire rated soffit at shaded area

wd-2

1'-8" 4"

10'-0"

rake roof

MAIN FINISH FLOOR

right side ELEVATION

A PROJECT FOR:

COMPOSITION SHINGLES TYP. ROOFING MATERIAL

rear ELEVATION

12

12

front ELEVATION

12

12

2434 White Oak Drive A Lot 8 Block 2 Norhill Park (City of Houston)

R

-6 2'

PROJECT LOCATION:

12

Novel Texas

4'-2"

4"X4" truss members

JOB NO: 50214 PLAN NO: 4718 SCALE: As indicated SHEET NO.

7

OF

13

°

27

110

grayed out areas represent solar ready zone per Appendix u- refer to diagram solar ready example. (NOT LESS THAN 5' IN WIDTH AND 300 SQ. FT. IN AREA.). FREE OF OBSTRUCTIONS, INCLUDING VENTS CHIMENYS AND MOUNTED EQUIPMENT)

0°

ING AC F F TION O RO TA IEN OR

N

minimum height from roof to lowest discharge opening

minimum height from roof lowest discharge opening

roof slope

feet

meters

flat to 6/12

1'-0"

0.3

over 7/12 to 9/12

2'-0"

0.6

over 10/12 to 12/12

4'-0"

1.2

over 13/12 to 16/12

6'-0"

1.8

over 17/12 to 21/12

8'-0"

2.4

refer to engineering plans for roof load calculations post solar certificate near electrical panel or other conspicuous location

(20) 15 sq ft panels = 300 sq ft solar panels HATCHED area: represents min.

TOTAL 600 sq. ft. of roof area oriented between 110 degrees and 270 degress of true north

ELECT. PANEL CONDUIT 1 1/4" MIN. UNDER THE ROOF

gas vent rule gas vent caps are not permitted within 8 feet (2.4 m) of a vertical wall or similar obstruction

typ. gas venting detail

solar readiness plan SCALE:

1/16" = 1'-0"

solar ready notes: new detached one- and two-familydwellings, and multiple single-family dwellings (townhouses) with not less than 600 square feet of roof area orientedbetween 110 degrees and 270 degrees of true north shall have a solar-ready zone that complies with the requirements of appendix u of code.

G

conduit not less than 1 1/4 inches in diameter shall be installed to provide a pathway from electrical panel to the underside of the roof to allow for future installation of solar equipment./

7 F 6

soffit to be fire-rated (less than 5'-0" from property line) refer to detail sheet

8"

1'-0"

clip o.h. & raise fascia rake roof

BUILD

2'0" M AXIMU

M OV ERHA

ARAG E

PROP ERTY

3'0" G

clip o.h. & raise fascia

3'0" E

LINE

A 5

2'-0"

8"

2'0" MAXIMUM OVERHANG

1'-0"

PROPERTY LINE

B

30x48 - 50214 - RVT 24



5

E 6

soffit to be fire-rated (less than 5'-0" from property line) refer to detail sheet

H

I

7

7

RICE RESIDENTIAL DESIGN L.L.C. IS A PROFESSIONAL BUILDING DESIGN FIRM. IT IS NOT AN ENGINEERING FIRM. WE ARE NOT QUALIFIED TO NOR LICENSED TO DESIGN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING THE FRAMING AND FOUNDATION. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THESE DRAWINGS, THE "ENGINEER OF RECORD" SHALL BEAR THE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. RICE RESIDENTIAL DESIGN L.L.C. WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN IN ANY WAY AND/OR ANY PROBLEMS WHICH MAY ARISE.

code notes: - 2021 irc houston amendments - 2021 umc houston amendments - 2021 upc houston amendments - 2021 iecc amendments-residential provisions - 2023 national electrical code (nec)

roof plan scale: 1/4"=1'-0"

construction set 06/05/25

porch revision

clip o.h. & raise fascia

1'-0"

05/07/25

8"

GG

rake roof

CHECK SET READY

€ 2'-0"

rake roof

04/26/25

fold line

GG

clip o.h. & raise fascia

- OVERHANGS ARE DIMENSIONED FROM OUTSIDE FRAME I.E. PLATE - RAKES ARE DIMENSIONED FROM OUTSIDE OF FRAME I.E. PLATE - PROVIDE ACCESS TO ALL ATTIC AREAS.

WINDOWS & DOORS REVIEW

rake roof

3'0" EMERGENCY ACCESS EASEMENT

roof notes

04/22/25

5'0" building line

GG

8'-6" PLATE HT.

1/4" sketch-rev.

5:12 11'-0" PLATE HT.

23'-0" PLATE HT.

rake roof

02/28/25

€ 1'-10"

6

€ 1'-10"

23'-0" PLATE HT.

clip o.h. & raise fascia

€ 1'-10"

€ 1'-10"

23'-10" PLATE HT.

attic ventilation: m1703.2 - two opening or ducts. outside combustion air shall be supplied through openings or ducts, as illustrated in figures m1703.2(1), m1703.2(2), m1703.2(3), m1703.2(4). one opening shall be within 12 inches (305 mm) of the top of the enclosure, and on within 12 inches (305 mm) of the bottom of the enclosure. openings are permitted to connect to spaces directly communicating with the outdoors, such as ventilated crawl spaces or ventilated attic spaces. the same duct or opening shall not serve both combustion air openings. the duct serving the upper opening shall be level or extend upward from the appliance space.

D fold line

12:12

clip o.h. & raise fascia

PONY WALL

23'-0" PLATE HT.

rake roof

€ 11"

6

GG

C

GG

23'-0" PLATE HT.

office review

9:12

06/04/25

12:12

clip o.h. & raise fascia

8'-6" PLATE HT.

6"

GG

12:12

12:12

12:12

1'-0"

08/06/24 1/4" sketch

12:12

GG

11'-0" PLATE HT.

7'-6"

2434 White Oak Drive A Lot 8 Block 2 Norhill Park (City of Houston)

€ 11"

PROJECT LOCATION:

E BUIL DING

Novel Texas

Y

A PROJECT FOR:

IVEWA

OWNER REVISIONS

6"

clip o.h. & raise fascia

5:12

ED DR

05/28/25

€ 11"

1'-0"

SHAR

ARAG

rake roof BELOW

23'-0" PLATE HT.

9:12

T

15'0" BU ILDING LINE

12:12

5:12 5:12

TERMINATE DRYER VENT THRU ROOF

SEMEN

12:12

€ 27'-5" PLATE HT.

23'-10" PLATE HT.

rake roof

5:12

5:12

3'0" G

2'-0" 9:12

SS EA

GG

18'0"

9:12

ACCE

7

10'-0" PLATE HT.

8"

rake roof

ENCY

J

€ 27'-5" PLATE HT.

rake roof BELOW

MERG

LINE

€ 11"

23'-0" PLATE HT.

fold line

€ 11"

23'-0" PLATE HT.

25'-1" PLATE HT.

12:12

4" € 1'-10"

1'-0"

NG

clip o.h. & raise fascia

€ 1'-10"

rake roof

€ 1'-3"

23'-0" PLATE HT.

1'-8"

13'-0" PLATE HT.

ING L INE

8" 11"

clip o.h. & raise fascia

5:12

23'-0" PLATE HT.

the main electrical service panel shall have a reserved space to allow the installation of a dual pole circuit breaker for future solar electric installation and shall be labeled "for future solar electric."

5'-0"

1'-0"

REVISIONS:

soffit to be fire-rated (less than 5'-0" from property line) refer to detail sheet

JOB NO: 50214 PLAN NO: 4718 SCALE: As indicated SHEET NO.

8

OF

13

legend 110 VOLT RECEPTACLE

WP

WATERPROOF RECEPTACLE

GFI

110 VOLT W/ GROUND FAULT INTERRUPTOR 110 volt ceiling/ under counter receptacle quad 110 VOLT RECEPTACLE 110 PLUG STRIP (UNDER COUNTER)

FLR.

110 VOLT RECEPTACLE IN FLOOR 220 VOLT RECEPTACLE TELEVISION ANTENNA TELEPHONE OUTLET SINGLE POLE SWITCH

3

THREE WAY SWITCH

4 FOUR WAY SWITCH DIM LOG LIGHTER

air PB

gas

6" x 6' c.m.u. wall w/ (3) 16"x40" opn.gs

at 60" a.f.f.

at mantle

great room FLOOR PLUGS TO BE LOCATED

BY BUILDER TYP. FLR.

FLR.

CH

GAS LT.

bar

gfi

PUSH BUTTON

CARBON MONOXIDE DETECTOR

PROVIDE ELECTRICAL FOR FOUNTAIN PER MANUFACTURER SPECIFICATIONS

w.i.c.

air SWITCH for disposal

SMOKE DETECTOR

gfi

wine room

DIMMER SWITCH

CHIMES CEILING MOUNTED LIGHT FIXTURE CEILING MOUNTED HANGING FIXTURE

bath 2

bedrm.2

RECESSED CAN LIGHT

provide elect for uplighting @ c.m.u. wall

wp

WP

WATERPROOF RECESSED CAN LIGHT

PORCELAIN FIXTURE W/ PULL CORD

gfi

FLOOD LIGHTS 3

porch

foyer

3

EXHAUST FAN EXHAUST FAN/RECESS CAN COMBO

pb db

wp gfi

lv

low voltage LIGHTS

3

A PROJECT FOR:

gfi

PC

2434 White Oak Drive A Lot 8 Block 2 Norhill Park (City of Houston)

GAS LT.

gfi

WALL MOUNTED LIGHT FIXTURE

PROJECT LOCATION:

provide elect for backlit address numbers

gfi

Novel Texas

RECESSED EYEBALL SPOT LIGHT

RG 6/ 2 CAT 5 wp gfi

gfi

provide an accessible exterior receptable within 25 feet and an the same level of ac compressors as per required by 2021 irc e3901.12

provide electrical for elevator per manufacturer specifications

wp gfi

wp gfi

construction set

wp gfi gas meter 5'-0" minimum

elect. meter

notes: - ELECTRICIAN TO WIRE HOUSE PER CODE (nec 2023) - SMOKE DETECTORS REQUIRE 110V TO HOUSE WIRING W/ BATTERY BACKUP AND ARE INTERCONNECTED. AND TO BE LOCATED NO CLOSER TO RETURN AIR THAN 3'-0" - VENT ALL EXHAUST FANS TO OUTSIDE - PROVIDE G.F.I. PROTECTION AS REQUIRED - PROVIDE LIGHT FIXTURE AND SMOKE DETECTORS AT EACH WATER HEATER AND A/C UNIT LOCATION IN ATTIC - PROVIDE ELECTRIC DISCONNECT AT EACH A/C UNIT - ALLOW FOR A/C UNITS - PROVIDE LOW VOLTAGE CIRCUITS FOR BURGLAR ALARM SYSTEM - PROVIDE LOW VOLTAGE CIRCUITS FOR INTERCOM SYSTEM W/ BASE AND SPEAKER LOCATIONS BY OWNER - PROVIDE CIRCUITS FOR FUTURE POOL AND REAR YARD LIGHTING - OUTLETS AT BEDROOMS TO BE ARC PROTECTED AND ON SEPARATE CIRCUITS FROM CEILING FANS

code notes: - 2021 irc houston amendments - 2021 umc houston amendments - 2021 upc houston amendments - 2021 iecc amendments-residential provisions - 2023 national electrical code (nec)

first floor electrical plan

porch revision

PROVIDE READILY ACCEsSIBLE DISCONNECT AT A/C UNITS

provide outlet for exhaust hood

pdr.1

3

05/07/25

gfi

wp gfi

GG

gfi

wp gfi

CHECK SET READY

gfi

HANGING FIXTURE OR CEILING FAN wp gfi

04/26/25

gfi

wp gfi

2x4 led

2x4 led

GG

elevator

UNDER upper cabinet Led

3

WINDOWS & DOORS REVIEW

mud rm.

1' X 1' LED LIGHT PANEL

04/22/25

gfi gfi

clg.

2' X 2' LED LIGHT PANEL

GG

3

2x4 led

2x4 led

wp gfi

06/05/25

2x4 led

to attic lt's. above

GG

3

GAS

3 car garage

3

wp gfi

to soffit cans at front

wp gfi

AIR CONDITIONING COMPRESSORS (NUMBER OF UNITS AS REQUIRED).

SPACED PER MANUFACTURER'S SPECIFICATIONS.

3

1/4" sketch-rev.

at 60" a.f.f.

3

to soffit plugs at front

2x4 led

02/28/25

3

2x4 led

GG

3 gfi

2x4 led

office review

gfi

at 60" a.f.f.

06/04/25

2' X 4' LED LIGHT PANEL 3

air switch

clg.

GG

pantry

TO upper cabinet LIGHTING

clg.

08/06/24 1/4" sketch

study

TO UNDER COUNTER LIGHTING

summer kitchen



CEILING FAN W/ LIGHT

to hanging lt above

dining rm.

30x48 - 50214 - RVT 24

220v wp gfi

wp gfi

FLR.

GG

gfi

kitchen

GAS

3

to above

gfi

CEILING FAN

OWNER REVISIONS

cov'd. patio

FLOOR PLUGS TO BE LOCATED

BY BUILDER TYP.

05/28/25

gfi

wp gfi

GG

gfi

REVISIONS:

wp gfi

JOB NO: 50214 PLAN NO: 4718 SCALE: 1/4" = 1'-0" SHEET NO.

9

OF

13

CLG

CLG

CLG

bath 4

gfi

gfi

w.i.c.

A PROJECT FOR:

bath 1

gfi

gfi

4

balcony

CLG

PROJECT LOCATION:

gfi

2434 White Oak Drive A Lot 8 Block 2 Norhill Park (City of Houston)

game room

Novel Texas

wardrobe

bedrm.4

CLG gfi

construction set

04/26/25

05/07/25

GG

GG

06/05/25 GG 04/22/25

CLG

CLG

1x BLOCKING @ ±36" O.C.; PRE-DRILL FOR WIRING

to switch located at PANTRY under stairs

GYPSUM BOARD

2x6 CONT.

2x6 CONT.

cove lighting detail

30x48 - 50214 - RVT 24



SCALE:

3/4" = 1'-0"

1/4" sketch-rev.

CROWN MOULDING

porch revision

i.t./ linen

CHECK SET READY

GYPSUM BOARD

WINDOWS & DOORS REVIEW

quad.

GG

quad.

elevator

02/28/25

locate network hub

to switch located at PANTRY under stairs

to attic lts.

GG

bedroom 1

to attic lt's. above

wp gfi

office review

allow for cove lighting

CLG

GG

3 4

4

06/04/25

WP

gfi

08/06/24 1/4" sketch

gfi

GG

utility

bedrm.3 OWNER REVISIONS

gfi

w.i.c. bath 3

05/28/25

balcony

GAS

gfi

GG

at 60" a.f.f.

gfi

SEE PLAN

wp gfi

to 3 below

REVISIONS:

pdr.2

JOB NO: 50214

code notes: - 2021 irc houston amendments - 2021 umc houston amendments - 2021 upc houston amendments - 2021 iecc amendments-residential provisions - 2023 national electrical code (nec)

second floor electrical plan

PLAN NO: 4718 SCALE: As indicated SHEET NO.

10 13 OF

FRONT VIEW

11'-0"

LINEN

7'-0"

10'-0"

3'-6"

mirror lav.

4'-6"

3'-0"

3'-0"

4'-6"

lav.

3'-0"

3'-0"

bath 4

lav.

DOOR FRONT 3/4" PLYWOOD OR FACTORY 1'-10"

3'-0"

3/4" SHELF TYP.

3/4" SHELF TYP. DOOR FRONT 3/4" PLYWOOD OR FACTORY

2'-0"

section thru kitchen and bath cabinets

code notes: - 2021 irc houston amendments - 2021 umc houston amendments - 2021 upc houston amendments - 2021 iecc amendments-residential provisions - 2023 national electrical code (nec)

interior elevations

05/07/25 GG

porch revision

04/26/25 GG

CHECK SET READY

04/22/25 GG

DRAWER FRONT 3/4" PLYWOOD OR FACTORY

4" 1'-0" 1'-0" 8"

DRAWER FRONT 3/4" PLYWOOD OR FACTORY

4" 1'-0" 8" 8"



1'-6"

SEE SPECS FOR TOP & BACKSPLASH

WINDOWS & DOORS REVIEW

02/28/25 GG

3/4" SHELF TYP. MIRROR

NOTE: -all shelves within cabinets and casework to be adjustable.

-provide glass shelves (min.3/8" temp. gls.) behind all glass doors -VERIFY ALL CABINET, TRIM, ETC. DESIGNS W/ OWNER PRIOR TO BID. -VERIFY ALL WOOD TYPES, MOULDING LAYOUTS, STAIN/PAINT GRADES PRIOR TO BID, TYPCAL THROUGHOUT. -refer to electrical drawings for all lighting etc. involving cabinetry.

06/05/25

GG 08/06/24 1/4" sketch GG

4'-6"

DOOR FRONT 3/4" PLYWOOD OR FACTORY

GG

GG REVISIONS:

GYPSUM FIRESTOP

1/4" sketch-rev.

wardrobe

bath 1

construction set

30" k.s.

office review

HAMPER

06/04/25

HAMPER

2'-6"

free-standing tub

HAMPER

3'-0"

DRY

3'-0"

ledge

FURR-DOWN IF SHOWN

30x48 - 50214 - RVT 24

2434 White Oak Drive A Lot 8 Block 2 Norhill Park (City of Houston)

10'-0"

LINEN

10'-0"

LINEN

8'-0"

9'-0"

9'-0"

9'-0"

8'-0"

8'-0"

9'-0"

10'-0"

mirror LINEN

OWNER REVISIONS

utility

lav.

2'-8"

3'-0"

3'-0"

pdr.2

WASH

mirror

05/28/25

game room

3'-0"

REF

tempered glass window

5'-6"

sink

5'-6"

1'-6"

8'-6"

sink

1'-6"

lav.

sink

24" DEEP UPPERS 8'-6"

10'-0"

mirror

10'-0"

window

PROJECT LOCATION:

ledge

Novel Texas

ledge

€ 14'-5"

ledge

A PROJECT FOR:

furr down

2'-0"

door to water closet beyond

€ 14'-5"

€ 14'-5"

window

furr down 1'-0"

door to wardrobe beyond

€ 5'-5"

window

glass to 8'0" a.f.f. typical

1'-0"

mirror

bath 3

€ 5'-5"

€ 5'-5"

10'-0"

10'-0"

LINEN

€14'5" ceiling

3'-0"

4'-0"

3'-0"

4'-0"

2'-6"

LEDGE

LINEN

bath 2

furr down

1'-6"

1'-6"

1'-6"

1'-6"

LEDGE

FURR DOWN

1'-4" 2'-2"

10'-0"

8'-0"

mud room

shower beyond

3'-1"

LEDGE

FURR DOWN

LEDGE

HAMPER HAMPER

pdr.1

GLASS SHELVES

3'-0"

LINEN

lav.

4'-6"

3'-0"

3'-0"

3'-6"

3'-6"

ICE MAKER

FURR DOWN

7'-8"

mirror

DROP-OFF

€14'5" ceiling

9'-0"

5'-0"

11'-0"

3'-6"

LINEN

WINDOW

6"

lav.

11'-0"

11'-0"

sink

bar

12'-1"

9'-0" LEDGE

3'-0"

3'-0"

LEDGE

7'-6"

mirror

8'-0"

9'-0"

sink

1'-2" WINE CHILL

42" hi. bartop w/ waterfall edge

11'-0"

4'-10"

OPEN TO GREAT ROOM BEYOND 42" hi. bartop w/ waterfall edge

3'-0"

3'-6"

3'-0"

1'-2"

9'-0"

42" hi. bartop w/ waterfall edge

11'-0"

4'-10" 11'-0"

GLASS SHELVES

wine room

ISLAND #2

2'-0"

ISLAND #1

RIGHT SIDE VIEW

2'-0"

RIGHT SIDE VIEW

3'-6"

FRONT VIEW

3'-0"

DW

9'-0"

3'-0" SINK/DISP.

36" HI. ISLAND

3'-0"

TRASH PULLOUT

3'-0"

3'-0"

SINK/DISP.

36" HI. ISLAND

3'-0"

6'-0"

36" HI. ISLAND

FURR DOWN

GLASS SHELVES

FLUSH KNEESPACE

FLUSH KNEESPACE

2'-0"

kitchen

FLUSH KNEESPACE

REAR VIEW

LEFT SIDE VIEW

36" HI. ISLAND

PULL-OUT SPICE RACKS

2'-0"

REAR VIEW

WINDOW

48" RANGE

WINE RACKS

WINE RACKS

LEFT SIDE VIEW

WINDOW

1'-6"

9'-0"

VENTHOOD

36" HI. ISLAND

36" HI. ISLAND

3'-0"

3'-0"

11'-0" 7'-1"

1'-6"

allow for 48" ref.

TALL STORAGE

3'-0"

9'-0"

11'-0"

4'-6"

4'-6"

1'-11"

SINK/DISP.

SINK/DISP.

2'-0"

36" HI. ISLAND

FURR DOWN

FURR DOWN

2'-0"

36" HI. ISLAND

11'-0"

GLASS INSERTS

3'-0"

GLASS INSERTS

3'-0"

2'-0"

2'-0"

2'-0"

GLAS INSERTS

FLUSH KNEESPACE

JOB NO: 50214 PLAN NO: 4718 SCALE: 3/8" = 1'-0" SHEET NO.

11 13 OF

2434 WHITE OAK DRIVE

3,554 1,420

4,974 9,172

4,974

win

pan

try

rm.

city of houston allows 65% maximum lot coverage. you have 987.8 sq. ft. available to meet city of houston maximum allowable footage

kitc

hen

A/C PLATFORM AS REQUIRED. TO BE HOLLOW & FLOODABLE

AIR CONDITIONING COMPRESSORS (NUMBER OF UNITS AS REQUIRED).

SPACED PER MANUFACTURER'S SPECIFICATIONS.

#5

PROPOSED SEWER LINE TO TAP

soffit to be fire-rated (less than 5'-0" from property line) refer to detail sheet

N 15D59'39" E 111'-6"

5'-0" minimum

212.00'

2'0" hi. masonry stone wall w/ w.i. fence above to 8'0" 18"X18"X8'0" hi. masonry stone pilasters w/ cast stone cap

OHP

This site plan only shows building lines and easements that are represented and listed on the recorded plat for this property.

"Per the conversation Sydney Rice and Kimberly Bowie had on 6/25/24, this plan is compliant under City of Houston's Chapter 42 Ordinance"

2434 White Oak Drive A Lot 8 Block 2 Norhill Park (City of Houston)

PROJECT LOCATION:

construction set 06/05/25 GG

office review

Oak D rive A

all sidewalks/ driveways should be poured new with new construction projects

TREES TO BE REMOVED

LINE OF FENCE TO PROTECT TREES THAT ARE TO REMAIN

new/replacement tree locations

lot 8 block 2 section n/a Norhill Park (City of Houston) code notes: - 2021 irc houston amendments - 2021 umc houston amendments - 2021 upc houston amendments - 2021 iecc amendments-residential provisions - 2023 national electrical code (nec)

site plan scale: 1/8"=1'-0"

porch revision

#6

#17

curb

05/07/25

#18

GG

#3

EXISTING TREES TO REMAIN

CHECK SET READY

#4

04/26/25

. flow

#1

OHP

GG

5% min

water meter

TREE LEGEND

WINDOWS & DOORS REVIEW

pdr.1

4'0" CONCRETE WALK

DEMOLISH EXISTING DRIVEWAY

04/22/25

elevator

36"X48" concrete stoop

OHP

GG

42.6

TO ELECT. SERVICE

R

DRAINAGE DESIGN IS BEYOND THE SCOPE OF WORK OF THIS FIRM. GREAT CARE SHOULD BE TAKEN IN EVALUATION THE DRAINAGE REQUIREMENTS.

1/4" sketch-rev.

mud rm.

TO GAS SERVICE

DRAINAGE: R401.3 EXCEPTION 2021 IRC IF A SWALE OR DRAIN IS USED DUE TO A PHYSICAL BARRIER OR LOT LINE THE PLANS MUST INDICATE THE POSITIVE DRAINAGE DETAILS. IMPERVIOUS SURFACES WITHIN 10' OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM THE BUILDING.

02/28/25

guest parking

3 car garage

4'0" w.i. gate

White

kitchen

PROP OSED WATER LINE T O MET ER

"

-0 5'

2434

12'-0"

"

OWNER/ BUILDER TO APPROVE LOCATION OF HOUSE ON LOT, AND TO VERIFY ALL EASEMENTS AND BUILDING LINES, PRIOR TO START OF CONSTRUCTION.

GG

 30x48 - 50214 - RVT 24

7'-5"

1/16"

"

11'-8 3/16"

study

#20

EXISTING WOOD FENCE

37'-3

#2

4'

-2

5'0

new 5'0" concrete sidewalk

zone "x" unshaded

summer kitchen

3'0" EMERGENCY ACCESS EASEMENT

R R

41.0

5'-0"

3'0

R ME " E

S ES

EA

8"

R 4'-

dining rm.

cov'd. patio

N

11D

Y NC GE

C AC

NT ME E S

UP

OHP

R=234.40' L=35.47'

ILDING LINE

40.2

porch

existing driveway to be regraded w/ sod/ grass for positive drainage flow

18'0" shared concrete drive

REMOVE TREE TYPICAL

note: FINISHED FLOOR ELEVATION TO BE 1'-0" (MIN.) ABOVE NEAREST MANHOLE COVER SERVING THIS RESIDENCE OR 4" ABOVE HE CROWN OF THE STREET WHICH EVER IS GREATER. R401.5 LOTS SHALL BE GRADED TO PROVIDE A POSITIVE DRAINAGE PATH AWAY FROM FOUNDATIONS. THE FALL SHALL BE A MIN. OF 6" IN THE FIRST 10' (5%) R401.3

linear feet of proposed 6" curb due to the existing driveway removal

15'0" BU

45'-8"

3'0"

high bank

foyer

slop e imp ervio surfa us ces 2 18'0" % aw from SHAR ay ED DR the b uildin IVEWA g Y 3'0" G ARAG E BUIL DING LINE

'-0"

PROPOSED TWO-STORY RESIDENCE f.f.e. 45.07'

3/8"

EME

33'7

3'0" G

#19

9'-0"

T MEN

bar

UP

sanitary MH rim elev. = 43.66'

comply with section 3110.10 for street 7 gutter replacement

R 8

S

E

PLANTING

bedrm.2

. flow

9'

2" '5 26

6' w.i. common fence

overhead power lines to power pole located on adjacent lot

"

RGE NCY

ACC

ESS E

ASE

29' 28.

bath 2

8 '-

W

great room

w.i.c.

18'0"X6'0" w.i. gate per builder. provide electrical per manufacturer specifications existing covered concrete to be black star removed granite parking & walk

4

6'3 4"

f.f.e. = 37.07' (verify)

wine room

6"X6" c.m.u. wall

ARAG

E "

soffit to be fire-rated (less than 5'-0" from property line) refer to detail sheet

verify point of grade at bottom of stairs

swale information is not shown re: engineer drainage plan for swale information and locations

6x6 concrete pads w/ 8" turf between

3'-0"

T

LINE

SEMEN

E BUIL DING

SS EA

ss

/32"

ACCE

/8"

ENCY

3'-0 5

MERG

3'x6' w.i. gate

4"

3'0" E

5'-0"

/32"

'

5

walls to be 1 hour fire-rated (less than 5'-0" from property line) refer to detail sheet typical of shaded red

3'-1 1/

6'-1 9 /32"

0 29

179.29

S

29 .87 '

36'-1

bath

3'-0 17

S 24D 37'16" W

stud bed y/ rm.

5

R

61D 0

foy e

5% min

.8 29

rm.

r

63D 0

2'35 "

E

37.0

6'

t ro om

EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL WITHIN 10 FEET (3048 MM), THE FINAL GRADE SHALL SLOPE AWAY FROM THE FOUNDATION AT A MINIMUM SLOPE OF 5 PERCENT AND THE WATER SHALL BE DIRECTED TO DRAINS OR SWALES TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. SWALES SHALL BE SLOPED A MINIMUM OF 2 PERCENT WHEN LOCATED WITHIN 10 FEET (3048 MM) OF THE BUILDING FOUNDATION. IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM) OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING.

06/04/25

gre a

allow for 60"X76" concrete stoop

6'5 3 11D2 S

mud

GG

a

08/06/24 1/4" sketch

and

GG

ver

2 1 /2 car gar age

A PROJECT FOR:

ery

OWNER REVISIONS

gall

- R401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152MM) WITHIN THE FIRST 10 FEET (3048MM) SEE DIAGRAM ABOVE.

05/28/25

tree legend

e o ffic e

GG

hom

Novel Texas

DRAINAGE NOTES:

REVISIONS:

ng

54.2

flatwork sq. ft. including right of way = 1,610 sq. ft.

e g rott o

dini

9,172

JOB NO: 50214 PLAN NO:

4718

SCALE: As indicated SHEET NO.

12 13 OF

30x48 - 50214 - RVT 24

details 02/28/25 04/22/25 04/26/25 05/07/25

GG GG

13 13 OF

GG GG

porch revision

CHECK SET READY

WINDOWS & DOORS REVIEW

GG

GG

08/06/24 1/4" sketch

GG

1/4" sketch-rev.

GG

REVISIONS:



06/05/25

06/04/25

05/28/25

construction set

office review

OWNER REVISIONS

2434 White Oak Drive A Lot 8 Block 2 Norhill Park (City of Houston)

PROJECT LOCATION:

Novel Texas

A PROJECT FOR:

fire wall detail nts

JOB NO: 50214

PLAN NO: 4718

SCALE: 1/2" = 1'-0" SHEET NO.