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4927 Heatherglen_Floor plans

Page 1

Sheet List

rendered front elevation garage floor plan

3

first floor plan

4

second floor plan

5

elevations and details

6

elevations and details

7

sections and details

8

sections and details

9

roof plan

10

garage floor electrical plan

11

first floor electrical plan

12

second floor electrical plan

13

interior elevations

14

site plan

15

details

NEW CONSTRUCTION

30x42 40707

1/9/2025 6:59:46 AM

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

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

COPYRIGHT

RICE

RESIDENTIAL

DESIGN,

L.L.C.

rendered front elevation

hoa permit set

1 2

12 16 24

a project for:

Sheet Name

tsp

Sheet Number

PROJECT LOCATION: 4927 Heatherglen Dr Lot: 21 Block: 8 Section: 7C Meyerland (City of Houston)

1/2" = 1' 0"

Novel Office LLC

SCALE:

1/2" = 1' 0"

OWNER'S CHANGES/OFFICE CHECK COMPLETE/RELEASED FOR CONSTRUCTION

SCALE:

01 09 25

1/2" = 1' 0"

street view

A PROJECT FOR:

SCALE:

satellite image

tsp

vicinity map

JOB NO: 40707 PLAN NO: 5242 SCALE: 1/2" = 1'-0" SHEET NO.

1

OF

15


32' 10" 12' 0"

6' 6"

1' 0"

8"

17' 10"

8' 10"

8"

1' 0"

3' 4"

21' 4"

provide elec. for elevator as req'd

1' 0"

14' 2"

8" sq. posts (4 typ.)

ELEV

6" WALL

1' 0"

22' 4"

3' 0"

2' 2"

7"

60' 8"

DROP as required

A

7"

7

8

10" DEEP TREADS (TYP.)

1' 0"

HB

5' 6"

outline of first flr. abv. (typ.)

MIN.

GAS METER

2' 8"

6' 2"

1' 0" 19' 8"

5' 2"

steps to grade as required hollow & floodable

1732

TOTAL LIVING AREA

5242

3 CAR GARAGE

689

GROUND FLOOR VERANDA

525

OUTDOOR ENTERTAINMENT AREA

962

PORCH

186

VERANDA

301

18' 0" 21' 8"

7905

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:

10" DEEP TREADS (TYP.)

1' 7"

PROJECT LOCATION: 4927 Heatherglen Dr Lot: 21 Block: 8 Section: 7C Meyerland (City of Houston)

A PROJECT FOR: 3194

SECOND FLOOR PLAN

HB

18' 0"X8' 0" o.h. sect. dr.

15R UP

9' 0"

FIRST FLOOR PLAN

TOTAL COVERED AREA

25' b.l.

10' 4"

316

2' 1"

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

60' 8"

garage floor plan SCALE 1/4"=1' 0"

OWNER'S CHANGES/OFFICE CHECK COMPLETE/RELEASED FOR CONSTRUCTION

40' 2"

GARAGE FLOOR PLAN

ELECT. SUB PANEL

21' 6"

APPLY 5/8" TYPE "X" FIRE CODE GYP. BOARD @ WALLS & CLG.

17' 0"

square footage

elect. meter disconnect cable box phone box

01 09 25

3 car garage

garage floor = 10' 0" FIRST FLOOR = 11' 0" SECOND FLOOR = 10' 0"

tsp

11' 6"

hvac pad location abv. b.f.e.

hoa permit set

10' 2"

12' 8"

5' 8"

furr dn to 9" 0" CLG.

3' 6"

3' 6" 5' 2"

8' 8" BRICK

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

DROP 3 1/2"

DROP VARIES

ceiling hts.

7

3 08 0

3' 8"

TOTAL COVERED AREA w/ BRICK

TOTAL LIVING AREA w/ BRICK

BRICK

BRICK

HB

3' 0"

B

12 16 24

9' 0" CLG. TILE FLR.

36" high glass railing (typ.)

BRICK

BRICK

4' 0"

10' 0" CLG. CONC. FLR.

2' 8"

2X6 WALL

5' 0"

22' 0" 9" 0" CLG.

6"

entry door to be solid core, self closing, self latching

5' 6"

line of flr. abv.

16R UP

11' 4"

3 08 0

27' 10"

2X4 WALL

tsp

3 08 0

WALL LEGEND:

4' 6"

crawl space

2

4' 4"

4' 6" ED

DROP as required

4' 4"

10" 0" CLG.

3 08 0

elev.

4' 2"

3' 8" 2 88 0

8' 10"

54' 0"

9 08 0 O.H. SECT. GAR. DR.

±7" 1" wall ht.

4' 0"

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

78' 8"

DROP 5 1/2"

4' 6"

6"

6" wall

5' 0"

2" slp.

2' 4"

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

HB

18' 8"

1' 4"

±7" 4" CLG. blw. landing

SLOPE CLG. W/ STAIRS

6"

9' 0"

9' 4"

9' 4" 1' 4"

78' 8"

11' 6"

6"

19' 8"

8' 6"

termite treatment r318 NOTES:

residential elevator drop slab as required see manuf. specs.

BRICK

note: drop brick ledge 1 1/2" minimum (verify with builder)

Novel Office LLC

15' 4" 8

7' 4"

ALLOW FOR STORAGE BLW.

19' 4"

ALL OPENINGS ARE DEFINED FROM MAIN FINISHED FLOOR

20' 0" 5' 6"

1/2" = 1' 0"

E

24' 6" 11' 8"

16' 4"

SCALE:

2" slp.

16' 2"

1/9/2025 7:01:51 AM

16' 0"

1' 0"

32' 4"

allow for 36" ref.

47' 10"

summer kitchen detail

10' 0" CLG. CON. FLR.

door to be solid core, self closing, self latching

30x42 40707

GRADE

outdoor entertainment area

3 08 0

8

STUD WALL

14' 6"

2"

pool stor. 2 88 0

wood treads/ painted risERS

DROP VARIES

stucco EXTERIOR

outline of first flr. abv. (typ.)

5' 8"

PRE PLUMB FOR BATH

COUNTERTOP

APPLIANCE

1' 10"

6' 2"

GAS

GAS GRILL

18' 10"

2' 6"

SINK

1/2" = 1' 0"

1"

10' 0" CLG. CONC. FLR.

6' 10" 6" wall

SCALE:

ground floor veranda

5' 8"

SUMMER KITCHEN

4' 2"

10' 6"

GRILL

15' 0"

trash can pull out

Elevator Detail ED

note: allow for gas @ firepit @ yard

15' 0"

2' 4"

19R UP

HB

12" sq. stucco column (5 typ.)

. 10' Side b.l

16' 0"

4' 6"

36" hi. rail (typ.)

6' 0"

10' Side b.l.

steps to grade as required hollow & floodable

9' 4"

D

residential elevator drop slab as required see manuf. specs.

8" 1' 0"

4' 2"

8' 0"

3' 2"

C

JOB NO: 40707 PLAN NO: 5242 SCALE: As indicated SHEET NO.

2

OF

15


60' 8" 2' 2"

14' 0"

18' 10"

9' 10"

4' 2"

7' 6"

3' 10"

22' 4"

17' 10"

2' 6"

3' 10"

3' 4"

1' 0"

A 7

landing 36" hi. rail (typ.)

plumb for future sink & drain

4:12 slp.

4:12 slp.

42" hi. rail

veranda

cathedral clg. from 11' 0" clg. @ 4:12 slp.

C

TILE FLR. on water proof membrane

8

18' 6"

2' 2"

9' 0"

20' 6"

9' 6"

10' 0"

10' 6"

3 0 66 csmt/dl @9 0 HD.HT.

(fixed)

(4) 4 09 0 SLIDING (temp.) (16' 0" x

6' 6"

5' 0"

(fixed)

9' 0" OPN'G)

1' 2"

1' 0"

22' 8"

2' 6"

(OPER.)

3' 6"

(OPER.)

CSMT/DL 3 0 66

@9 0 HD.HT.

csmt/dl

@9 0 HD.HT.

(mulled unit)

flush THRESHOLD (fixed)

6 0 66

16' 0"

furr dn to 9' 8" hd. ht.

8' 10"

14' 0"

drop beam

7' 2"

6 0 76 FG/DL @9 0 HD.HT. 3 0 76 fg/dl 3 0 76 fg/dl @9 0 HD.HT. @9 0 HD.HT. (mulled unit)

20' 6"

11' 0" clg.

GAS HB

. 10' Side b.l

16' 0"

13' 0"x16' 0" WOOD FLR.

12" sq. stucco column (typ.)

42" hi. rail

19R dn

6 0 76 FG/DL @9 0 HD.HT.

dining room

steps to grade as required hollow & floodable

4' 0"

1' 0"

2' 2"

15' 0"

4' 0"

1" slp.

4' 2"

10' Side b.l.

8' 0"

3' 10"

landing

6"

(fixed)(temp.)

(oper.) 11' 0" clg.

EGRESS WINDOW 30" SILL HT. 16' 0"

2' 6"

2' 0"

25' b.l.

42" high glass railing (typ.)

(2) 3 0 56 CSMT/DL/MULLED @9 0 HD. HT.

3 0 20 CSM'T/FG/DL @11 0 HD.HT.

(2) 3 0 20 CSMT/DL/FIXED @11 0 HD. HT.

(MULLED UNIT)

furr dn to 11' 10" hd. ht.

1' 0"

landing

1' 0"

R & S

wardrobe

10' 4"

9' 0" 9' 0"

4"

furr dn to 11' 10" hd. ht.

steps to grade as required hollow &floodable

30' 0" 5' 10" 15' 0" 9' 2"

R & S

3' 5"

4' 0"

4' 0"

4' 1"

1' 0"

8:12 sloped stucco half wall 12" sq. stucco column (3 typ.)

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:

19' 4" 15' 6"

6' 2"

PROJECT LOCATION: 4927 Heatherglen Dr Lot: 21 Block: 8 Section: 7C Meyerland (City of Houston)

7' 4" 3' 8"

ALL OPENINGS ARE DEFINED FROM MAIN FINISHED FLOOR

2 0 30 CSM'T/FG/DL 2 0 30 CSM'T/FG/DL 2 0 30 CSM'T/FG/DL @9 0 HD.HT. @9 0 HD.HT. @9 0 HD.HT.

6"

Novel Office LLC

A PROJECT FOR:

73' 6"

7' 8" 3' 8" (temp.)

11' 0" clg.

chest/shlvs.

7' 8"

19' 8"

5 0 60 FG/TEMP/DL @10 0 HD.HT.

WOOD FLR.

13' 4"

36" high glass railing (typ.)

1' 4"

36" high ledge

6' 4" 6' 4"

R & S

DRIP/DRY

5' 10"

36" hi. packing island

6' 8"

42" high glass railing (typ.)

15R DN.

16' 4"

16' 4"

2" 7' 6" 6"

LINEN SHAMP. NICHE SHAMP. NICHE

4' 0" 7' 0"

2' 2"

30"x66" FREE STANDING TUB

4" 15' 0" clg. wood clg.

LAV.

2' 0" 3' 8" 5' 8"

7' 6" 4' 0" 4' 10"

LAV.

6' 6"

16' 6"

3' 6"

AIR CONDITIONING COMPRESSORS (NUMBER OF UNITS AS REQUIRED). SPACED PER MANUFACTURER'S SPECIFICATIONS. A/C PLATFORM HOLLOW AND FLOODABLE WITH TOP AT 2 FEET ABOVE 500 YEAR W.F.E. AND SCREENED FROM VIEW FRONT STREET

2' 8"

5.5" drop

9' 0"

11' 0" clg.

12' 0" 11' 0" clg.

18' 8"

7' 0" 3' 0"

TILE FLR.

5' 5"

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

60' 8"

first floor plan

OWNER'S CHANGES/OFFICE CHECK COMPLETE/RELEASED FOR CONSTRUCTION

furr dn to 11' 10" hd. ht.

3 0 56 CSMT/FG/DL @9 0 HD.HT.

(MULLED UNIT)

5' 2"

3' 10"

9' 0" 30x42 40707

2' 8"

1' 0" 2' 6"

3' 6" 5' 2"

1/9/2025 7:02:15 AM

5' 2"

7' 0" 4' 8" 4" 4' 6"

2R UP

11' 8"

4' 0"

porch

on water proof membrane/ wood deck

LINEN

19' 6"

9' 2" wall 24" abv. landing

10' 0" clg. tile flr.

01 09 25

7' 2"

1' 6"

PROVIDE READILY ACCEsSIBLE DISCONNECT AT A/C UNITS

10' 0" clg. tile flr.

tsp

4' 6"

5' 10"

7

hoa permit set

(oper.)

2' 11"

B

12 16 24

CHEST/ SHLVS

2"

(fixed)

2' 11"

CSM'T/FG/DL 0 HD.HT. @9 4' 10" 4' 4"

7' 8"

box out second flr ledge. not to flr. (bottom @ 2' 0" a.f.f.)

tsp

12' 0" clg.

SINK

3 0 56

12' 0" clg. 10' 0" clg.

2 68 0

R & S

5' 4"

11' 0" CLG. TILE FLR.

5 1/2" drop

12' 0" clg. tile flr.

5' 0"

R & S

w.i.c. WOOD FLR.

11' 10"

26

2 68 0

UNDER CUT DOOR FOR UTILITY ROOM COMBUSTION AIR SLOPE TILE FLR. ON W.P. MEMBRANE TO 3" DIA. DRAIN WITH REMOVABLE STRAINER. DRAIN MUST DRAIN TO OUTSIDE

9' 2"

12' 0" clg.

TEMP. GLS. DR. & ENCLS.

4' 2" 36" hi. drop off

30" K.S.

10' 0" clg.

LINEN

9' 10"

10' 0" clg. tile flr.

6' 2"

EGRESS WINDOW 42" SILL HT. abv. study f.f.

3 08 0

8"

bath 1

5' 2"

13' 0" clg.

3 09 0

TILE FLR. 13' 0" clg.

6" WALL

42"x76" SHOWER TILE DROP 3 1/2"

1' 6"

1' 0"

2 68 0

2 1' 5"x9' 0" fgdl sidelights w/ 2 1' 5"x6' 0" fgdl sidelights & 3' 0"x5' 0" mulled unit 14' 0" HD.HT.

3' 8"

mud rm.

utility

WOOD FLR. 14' 0" clg. wood clg.

2' 6"

2' 10"

15' 0"X14' 0" WOOD FLR.

1' 6"

foyer

4R UP

6" WALL

4' 2"

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

5' 6"

guest suite/study

5' 10"

42" HIGH rail

11' 10"

4' 0"

14' 2"

12' 7"

TILE FLR.

2"® DRAIN

2 2 08 0

LAV.

4' 0"

2"

bath 2 10' 0" clg.

6' 10"

4R UP

15' 10" 14' 8"

6' 2"

pdr.

14' 0" clg.

11' 0" clg.

LANDING

8' 0"

3 08 0

4' 8"

TILE FLR.

VENT DRYER THRU FLR. SYS. TO EXT.

2 1 68 0

4"

11' 0" clg.

24" DEEP UPPER CABS.

DRYER

PCKT. DR.

5' 0"

2 68 0

WASH

2 680

3 08 0

5' 10"

GAS

3' 0"

LAV.

TEMP. GLS. DR.

11' 0" clg.

2' 2"

10' 6"

20' 6" 8"

2' 1"

2"

5' 10"

wood treads/ painted risERS

6" WALL

26

LINEN

10' 8"

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

2"

11' 0" clg.

42" HIGH rail

1" slp.

DROP 3 1/2"

15' 2"

8' 2"

FURR DN. TO 9' 0" CLG.

stor.

7' 4"

6' 8"

10' 0" clg.

4"

6" WALL 21R UP

16R DN.

11' 0" clg.

6"

36" hi. rail (typ.)

2 66 8 slp. clg. as stairs

hall 1

5' 0"

5' 8"

SHAMP. NICHE

4' 4"

9:12 slp.

42" high bar

OPEN TO ABV. (23' 0" CLG.)

10' 0" clg.

elev.

4' 10"

CW

WINE CHILL

68"x48" SHOWER TILE

1' 8"

NOTE: ICE MAKER TO DRAIN INTO ADJACENT SINK

7' 6"

uc ref.

WOOD FLR.

4' 0"

WOOD FLR.

11' 0" clg.

1' 0"

FURR DN. TO 10' 0" CLG.

WOOD FLR.

2' 2"

10' 10"

gallery

8

3 08 0

12' 0"

3' 8"

WOOD FLR.

1' 0"

bar

ICE MAKER

pantry

SINK

6' 2"

SINK

8' 8"

outline of SEC. flr. abv. (typ.)

CLG. R/A

10' 0" clg.

GAS

12' 6" clg.

20' 0"X16' 0" WOOD FLR. coffer clg. from 11' 0" clg. to 12' 6" clg. E

FURR DN. TO 10' 0" CLG.

19' 2"

11' 0" clg.

3' 2"

2' 4"

CW

CHINA CAB.

2' 6" 1' 0"

60" elongated fireplace w/ CAST STONE SURROUND & 12" raised floating hearth

11 09 0 opn'g

bedrm.1

8" 1' 8"

allow for t.v. abv.

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

4' 4"

4' 0" 3 0 56 FG/DL @9 0 HD.HT.

5' 6" 6' 2"

11' 8"

54' 0"

8

CW

6' 2"

9' 4"

73' 6" D

allow for 36" ref.

allow for 24" ref.

5' 2"

11' 0" clg.

8"X8" DEC. CLG. BEAMS (4 TYP.)

11' 0" CLG. WOOD FLR. 4" 9' 0"

8"

20' 0"x20' 0" WOOD FLR.

kitchen

2 680 PCKT. DR.

CTR. MW. LOCATION

5' 4"

great room

DW

6' 2"

8"

3' 8"

5' 2"

6' 2"

8"

outline of SEC. flr. abv. (typ.)

FLUSH ISLAND W/ K.S. BLW.

vent range thru wall to ext.

SINK / DISP

20' 6"

GAS

12' 0"

48" range w/ 60" vent hood

TRASH PULL OUT

4' 2"

9' 10"

2' 6"

15' 4"

2' 6"

JOB NO: 40707 PLAN NO: 5242 SCALE: 1/4" = 1'-0" SHEET NO.

3

OF

15


10' Side b.l.

A 7

OUTLINE OF 1ST FLR. BLW. (TYP.)

C

. 10' Side b.l

16' 0"

8

57' 8" 2' 8"

3' 2"

9' 0"

3' 2"

2' 8"

15' 4" 4' 8"

1' 9" 1' 5"

4' 6"

4' 6"

21' 8"

5' 4"

5' 4"

5' 4"

16' 4"

1' 5" 1' 9"

(2) 2 6 50 CSMT/DL/MULLED @9 6 HD. HT.

13' 10" 3' 0"

2' 2"

15' 0"

2 0 30 CSM'T/FG/DL @8 0 HD.HT.

EGRESS WINDOW 30" SILL HT. (fixed) (oper.)

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

4' 8" 7' 2"

1' 10"

3' 8" 5' 6"

2' 10"

2' 10"

5' 8"

18' 4"

7' 1" 10"

7' 5" 14' 6" 16' 0"

57' 8"

2' 8"

3' 6"

8" 6' 2"

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)

second floor plan

hoa permit set

76"x40" SHOWER TILE

OWNER'S CHANGES/OFFICE CHECK COMPLETE/RELEASED FOR CONSTRUCTION

SHAMP. NICHE

01 09 25

27' 4" 9' 6"

8' 0" 1' 6"

2 0 40 FG/DL @8 0 HD.HT.

6" furr dn. to 9' 0" clg.

10' 0" CLG.

PROJECT LOCATION: 4927 Heatherglen Dr Lot: 21 Block: 8 Section: 7C Meyerland (City of Houston)

13' 8"

51' 4"

6' 10" 6' 10"

(2) 3 0 56 CSMT/DL/MULLED @8 0 HD. HT.

(oper.) (fixed)

EGRESS WINDOW 30" SILL HT.

R & S

LAV.

4' 4"

14' 2"x13' 0" WOOD FLR.

TEMP. SLIDING GLS. DR.

(2) 3 0 56 CSMT/DL/MULLED @8 0 HD. HT.

2' 6" 1' 2"

DROP 3 1/2"

tsp

4' 2"

2' 0"

12 16 24

9' 8"

9' 4"

CHEST/ SHLVS

2 68 0

2 0 30 CSM'T/FG/DL 2 0 30 CSM'T/FG/DL @8 0 HD.HT. @8 0 HD.HT. 2 0 30 CSM'T/FG/DL @8 0 HD.HT.

LINEN

1' 0"

bedrm.4

TILE FLR.

(TEMP.)

10' 0" CLG. TILE FLR. 4' 10"

6" WALL

(2) 3 0 56 CSMT/DL/MULLED @8 0 HD. HT.

6' 2" 1/9/2025 6:59:40 AM

30x42 40707

(oper.)

bath 4

a/c chase

bath 5

tsp

3' 8"

EGRESS WINDOW 30" SILL HT.

4"

10' 0" CLG.

10' 0" CLG.

(fixed)

A PROJECT FOR:

6' 0" WOOD FLR.

2"

7

3' 8"

w.i.c.

furr dn. to 9' 0" clg.

9' 6"

B

5' 0"

LINEN

1' 0"

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

w.i.c.

4' 0"

13' 4"

LAV.

2 68 0

5' 0"

6' 10" 2 68 0

2 68 0

9' 6"

10' 0" CLG.

1' 6"

CHEST/ SHLVS

TILE FLR.

2 68 0

13' 6"X14' 2" WOOD FLR. 10' 0" CLG.

4' 0"

LAV.

bath 3 6' 6"

14' 10"

12' 6"

4' 0" TEMP. SLIDING GLS. DR.

9' 0" clg.

2' 0"

10' 0" CLG. WOOD FLR.

10' 0" clg.

6" WALL

4' 4"

FURR DN. TO 9' 0" CLG.

bedrm.3

DROP 3 1/2"

12' 8"

3 08 0

32" X 60" TUB/SHWR

R & S

4' 8"

2' 4"

9' 0" clg.

13' 10"

3 08 0

SHAMP. NICHE 44"x56" SHOWER TILE

6" WALL

7' 6" CHEST/ SHLVS

5' 4"

a/c chase

5' 2"

10' 0" clg.

5' 4"

BUILDER TO VERIFY ROUGH OPENING OF TUB W/ MANUFACTURER'S PRIOR TO CONSTRUCTION

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

7' 6"

wood treads/ painted risERS

10' 0" clg.

4' 4"

6' 0" landing

furr dn. to 9' 0" clg.

9' 0" clg.

5' 4"

CLG. R/A

3 08 0

R & S

10' 4"

LINEN

4' 4"

6' 8"

2 68 0

FURR DN. TO 9' 0" CLG.

10' 0" CLG.

3' 0"

3 08 0

15' 8"x13' 0" WOOD FLR.

R & S

10' 0" CLG. WOOD FLR.

9' 2"

it clos.

bedrm.5

hall 2

elev.

4' 4"

16' 0"

2 68 0

3' 2"

SHELVES

10' 0" CLG. WOOD FLR.

5:12 slp.

w.i.c. 10' 0" CLG. WOOD FLR.

3' 8"

open to blw.

ATTIC ACCESS INSULATED & WEATHER STRIP

R/A FROM BLW.

4' 10"

8' 2"

LOCATE NETWORK HUB

3 08 0

6' 10"

6' 2"

6" WALL

4' 8"

5:12 slp.

drop beam

21r dn.

6' 8"

balcony

16' 10"

4' 4" 10' 10"

11' 4"

R & S

WOOD FLR.

cathedral clg. from 10' 0" clg. @ 5:12 slp.

4' 8"

3 6 56 FG/DL @8 0 HD.HT. 3 6 56 FG/DL @8 0 HD.HT.

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

4' 7"

3' 10"

3 6 56 FG/DL @8 0 HD.HT.

4' 7" 3' 10" 16' 10"

(4) 2 680 3 LT. DR. (10' 0" x 8' 0" OPN'G)

SHELVES

2 680 PCKT. DR.

15' 0"

Novel Office LLC

8

a/c chase

25' b.l.

19' 0"

E

10' 0" CLG.

3' 0"

4' 2" 31' 4" 51' 4" 8

3' 8" 7' 3"

14' 8"X15' 4" WOOD FLR.

UC REF.

D

9' 4"

(FIXED)

gameroom

2' 1"

BOOKS

BOOKS

2 0 50 CSMT/DL @9 6 HD.HT. (FIXED)

19' 8"

1' 9"

20" HIGH WINDOW SEAT

(FIXED)

FURR DN. TO 9' 0" CLG.

8' 0"

EGRESS WINDOW 34" SILL HT.

(FIXED)

2' 1"

2 6 50 CSMT/DL @9 6 HD.HT.

3' 8" 3' 10"

(FIXED)

2 6 50 CSMT/DL @9 6 HD.HT.

(OPER.)

2 0 50 CSMT/DL @9 6 HD.HT.

JOB NO: 40707 PLAN NO: 5242 SCALE: 1/4" = 1'-0" SHEET NO.

4

OF

15


36' 0" MAX. HT. ABV. M.F.P.E.

12

composition shingleS (typ.)

8

8

7:12

8

8

12

12

7:12

7:12

12

12 8 hardie siding

CD 4

masonry stucco

5

23' 0" plate ht.

masonry stucco (typ.)

SECOND FLOOR CLG.

12

±22' 6" plate ht.

7

SECOND FLOOR CLG.

23' 0" plate ht. masonry stucco (typ.)

CD 1 5

CD 2 5

4"

roof rake

5

HARDIE SIDING (typ.) EGRESS WINDOW 30" SILL HT.

12' 10" plate ht.

roof rake

FIRST FLOOR CLG.

Window Trim Detail A

12

EGRESS WINDOW 30" SILL HT.

8

13' 0" plate ht. SECOND FLOOR FIN. FLR.

roof rake

11' 0" plate ht.

open to porch

CD 1 5

SCALE:

11' 0" plate ht.

open to porch

box out second flr ledge. not to flr. (bottom @ 2' 0" a.f.f.)

12

12

RE: ROOF PLAN

RAFTERS RE: ENGINEER'S FRAMING PLANS

8

11' 10"

1x8

3' 6"

8:12

12' 0" plate ht. (FROM G.L.F.)

FOYER/MUD FLR. 59.5'

roof rake

masonry stucco (typ.)

1x2

CEILING JOISTS RE: ENGINEER'S FRAMING PLANS

STUD WALL

1/2" SOFFIT W/ VENTS 1X2 frieze board masonry stucco

SCALE:

CD 2

1/2" = 1' 0" SCALE:

1/2" = 1' 0"

b.f.e. 55.5' AIR CONDITIONING COMPRESSORS (NUMBER OF UNITS AS REQUIRED). SPACED PER MANUFACTURER'S SPECIFICATIONS. A/C PLATFORM HOLLOW AND FLOODABLE WITH TOP AT 2 FEET ABOVE 500 YEAR W.F.E. AND SCREENED FROM VIEW FRONT STREET

outline of stairs beyond

masonry stucco (typ.)

GARAGE LEVEL FLOOR 49.5'

plate height

CD 1

m.f.p.e. 57.5'

36" high glass railing (typ.)

masonry stucco (typ.)

10' 0"

masonry stucco (typ.)

STUD WALL

masonry stucco

FIRST FLOOR FIN. FLR. 61.5'

42" high glass railing (typ.)

42" high glass railing (typ.)

12" sq. stucco column (3 typ.)

b.f.e. 55.5'

RE: ROOF PLAN

1x8

1X4 frieze board

8" stucco trim

8" EGRESS WINDOW 42" SILL HT.

RAFTERS RE: ENGINEER'S FRAMING PLANS

8

LOOKOUTS

porch f.f. 58.5' m.f.p.e. 57.5'

1' 0"

11' 0"

1x2

masonry stucco (typ.)

FOYER/MUD FLR. 59.5'

CEILING JOISTS RE: ENGINEER'S FRAMING PLANS

plate height

B

4" stucco sill (typ.)

1/2" = 1' 0"

FIRST FLOOR CLG.

door to foyer (temp.)

FIRST FLOOR FIN. FLR. 61.5'

SCALE:

1/2" = 1' 0"

roof rake

5

Window Trim Detail B

1' 0"

2' 0"

SECOND FLOOR FIN. FLR.

metal roof with 1/2"/1' 0" slope

2' 6"

2' 6"

8

masonry stucco (typ.)

12

RE: ROOF PLAN

RAFTERS RE: ENGINEER'S FRAMING PLANS

7

plate height

18' 0"X8' 0" o.h. sect. dr.

GARAGE LEVEL FLOOR 49.5'

1x2

GRADE

1x8

GRADE

1' 0"

12

8

2' 0"

1x4 stucco 1" sill

A

12

23' 0"

ABV. M.F.P.E.)

36' 0" (MAX.HT.

10' 0"

1"

1x4 trim sill

4"

23' 0" plate ht.

CEILING JOISTS RE: ENGINEER'S FRAMING PLANS

LOOKOUTS GAS METER

elect. meter disconnect cable box phone box

1/2" SOFFIT W/ VENTS 1X2 frieze board

front elevation

CD 3

36' 0" MAX. HT. ABV. M.F.P.E.

12

12

7:12

±25' 11" plate ht.

7

outline of cathedral clg. from 10' 0" clg. @ 5:12 slp. @ balcony beyond

5

SECOND FLOOR CLG.

±22' 6" plate ht. roof rake

composition shingleS (typ.)

RE: ROOF PLAN

23' 0" plate ht. SECOND FLOOR CLG.

roof rake

1X2 frieze board

masonry stucco (typ.)

hardie siding

12

12' 10" plate ht. FIRST FLOOR CLG.

11' 0" plate ht.

11' 0" plate ht. CD 5

7' 6 1/2"

6

OPEN Thru porch

FRONT ELEVATION B

12

5

8

FIRST FLOOR FIN. FLR. 61.5'

FIRST FLOOR FIN. FLR. 61.5'

masonry stucco (typ.)

FOYER/MUD FLR. 59.5'

m.f.p.e. 57.5' 36" hi. rail (typ.)

b.f.e. 55.5' steps to grade as required hollow & floodable

OPEN Thru GROUND FLOOR VERANDA BLW.

2

GARAGE LEVEL FLOOR 49.5'

1/9/2025 7:02:21 AM

FOYER/MUD FLR. 59.5'

SUMMER KITCHEN

b.f.e. 55.5'

GARAGE LEVEL FLOOR 49.5' GRADE

left side elevation SCALE:

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

elevation notes 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

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:

1/4" = 1' 0"

note: drop brick ledge 1 1/2" minimum (verify with builder)

1/32" = 1' 0"

masonry stucco (typ.)

GRADE

30x42 40707

42" high glass railing (typ.)

VENT DRYER THRU FLR. SYS. TO EXT.

3' 0"

GRILL

sk

SCALE:

m.f.p.e. 57.5'

10' 0"

12" sq. stucco column (typ.)

42" high glass railing (typ.)

elevation key

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

NOTE: ALL PLATE HEIGHTS DEFINED FROM MAIN FINISHED FLOOR

elevations and details

hoa permit set

vent range thru wall to ext.

masonry stucco (typ.)

12 16 24

4'

1/2" = 1' 0"

tsp

R

12" sq. stucco column (typ.)

SLP. SOFFIT

" 0

SCALE:

OWNER'S CHANGES/OFFICE CHECK COMPLETE/RELEASED FOR CONSTRUCTION

SECOND FLOOR FIN. FLR.

01 09 25

0.50

tsp

CD 4

RIGHT SIDE ELEVATION

8:12

12

REAR ELEVATION

LEFT SIDE ELEVATION

4:12

12 4

FIRST FLOOR CLG.

11' 0" plate ht.

STUD WALL

4

4:12

SECOND FLOOR FIN. FLR.

1x8 1/2" SOFFIT W/ VENTS

5

CD 3

1x2

CEILING JOISTS RE: ENGINEER'S FRAMING PLANS

LOOKOUTS

CD 1

5

cathedral clg. from 11' 0" clg. @ 4:12 slp. veranda BEYOND

RAFTERS RE: ENGINEER'S FRAMING PLANS

7

plate height

12

masonry stucco (typ.)

1/2" = 1' 0"

12

5

12

24' 0" plate ht.

SCALE:

7

8:12

7

A PROJECT FOR:

8:12

12

PROJECT LOCATION: 4927 Heatherglen Dr Lot: 21 Block: 8 Section: 7C Meyerland (City of Houston)

1/4" = 1' 0"

Novel Office LLC

masonry stucco

1' 0"

SCALE:

STUD WALL

JOB NO: 40707 PLAN NO: 5242 SCALE: As indicated SHEET NO.

5

OF

15


12

36' 0" MAX. HT. ABV. M.F.P.E.

8

12 8

8

12

composition shingleS (typ.)

12

7

7

7:12

7:12

12

±25' 11" plate ht.

±25' 11" plate ht. masonry stucco (typ.)

24' 0" plate ht.

23' 0" plate ht.

24' 0" plate ht.

SECOND FLOOR CLG.

SECOND FLOOR CLG.

±22' 6" plate ht.

±22' 6" plate ht.

CD 2

fold line

FIRST FLOOR CLG.

12

4 OUTLINE OF 20" HIGH WINDOW SEAT BEYOND

11' 0" plate ht. clip o.h. & raise fascia

CD 6

LOOKOUTS

SECOND FLOOR FIN. FLR.

8

11' 0" plate ht. clip o.h. & raise fascia

1/2" SOFFIT W/ VENTS

FIRST FLOOR CLG.

roof rake

1' 0

10' 0" plate ht.

plate height 1x2 1x8

12

4:12

±12' 1" plate ht.

4

EGRESS WINDOW 34" SILL HT.

CEILING JOISTS RE: ENGINEER'S FRAMING PLANS

STUD WALL

1X2 frieze board

11' 0" plate ht.

CD 7

SLIDING temp. GLS. DOORS TO GREAT RM. BEYOND

10' 0"

box out second flr ledge. not to flr. (bottom @ 2' 0" a.f.f.)

8" stucco trim

(fixed)

(temp.)

(OPER.)

masonry stucco (typ.)

OPEN TO VERANDA

(OPER.)

4

plate height 1x2 1x8

CEILING JOISTS RE: ENGINEER'S FRAMING PLANS

LOOKOUTS STUD WALL

1/2" SOFFIT W/ VENTS

masonry stucco

6

roof rake

RE: ROOF PLAN

RAFTERS RE: ENGINEER'S FRAMING PLANS

1X2 frieze board

masonry stucco

"

6

RAFTERS RE: ENGINEER'S FRAMING PLANS

12

1' 0"

8

4

cathedral clg. from 11' 0" clg. @ 4:12 slp. BEYOND

12

4

clipped o.h. & raised fascia

masonry stucco (typ.)

12

8"

12

OUTLINE OF coffer clg. from 11' 0" clg. to 12' 6" clg. @ BEDRM. 1 BEYOND

12 13' 0" plate ht. SECOND FLOOR FIN. FLR.

RE: ROOF PLAN

4:12

8

5

2' 10"

12 masonry stucco (typ.)

CD 3

fireplace VENT THRU ROOF TERMINATION

4:12

5

CD 5 SCALE:

(fixed)

CD 6 SCALE:

1/2" = 1' 0"

1/2" = 1' 0"

B

FIRST FLOOR FIN. FLR. 61.5'

42" hi. rail

5

EGRESS WINDOW 30" SILL HT.

masonry stucco (typ.)

12" sq. stucco column (typ.)

FOYER/MUD FLR. 59.5'

LANDING

OPEN TO OUTDOOR ENTERTAINMENT AREA

12" sq. stucco column (typ.)

8" sq. posts (4 typ.) GARAGE LEVEL FLOOR 49.5'

LOOKOUTS

GRILL

9 08 0 O.H. SECT. GAR. DR.

12" sq. stucco column

1X2 frieze board

12" sq. stucco column (typ.)

CD 7

GARAGE LEVEL FLOOR 49.5'

GRADE

GRADE

8" sq. posts (4 typ.)

GAS METER

elect. meter disconnect cable box phone box

steps to grade as required hollow & floodable

sk

CEILING JOISTS RE: ENGINEER'S FRAMING PLANS beam RE: ENGINEER'S FRAMING PLANS

1/2" SOFFIT W/ VENTS

LANDING

OPEN TO GROUND FLOOR VERANDA

DOOR TO GARAGE ENTRY

1x2 1x8

b.f.e. 55.5'

3' 0"

AIR CONDITIONING COMPRESSORS (NUMBER OF UNITS AS REQUIRED). SPACED PER MANUFACTURER'S SPECIFICATIONS. A/C PLATFORM HOLLOW AND FLOODABLE WITH TOP AT 2 FEET ABOVE 500 YEAR W.F.E. AND SCREENED FROM VIEW FRONT STREET

10' 0"

b.f.e. 55.5'

RAFTERS RE: ENGINEER'S FRAMING PLANS

plate height

m.f.p.e. 57.5'

OPEN TO GROUND FLOOR VERANDA BLW.

12 4

clipped o.h. & raised fascia

FOYER/MUD FLR. 59.5'

36" hi. rail (typ.)

masonry stucco (typ.)

m.f.p.e. 57.5'

RE: ROOF PLAN

FIRST FLOOR FIN. FLR. 61.5'

6"

2' 6"

roof rake BEYOND

SCALE:

SUMMER KITCHEN BEYOND

1/2" = 1' 0"

2

36' 0" MAX. HT. ABV. M.F.P.E.

12 7 8:12

7:12

±25' 11" plate ht. roof rake

23' 0" plate ht.

24' 0" plate ht.

±22' 6" plate ht.

SECOND FLOOR CLG.

SECOND FLOOR CLG.

roof rake

CD 1 CD 3 5

masonry stucco (typ.)

12' 10" plate ht.

13' 0" plate ht.

FIRST FLOOR CLG.

4:12

4

SECOND FLOOR FIN. FLR.

4

12

8"

12" sq. stucco column (typ.)

roof rake

6

CD 2

CD 7

masonry stucco (typ.)

8 12

(temp.)

8

FRONT ELEVATION

GAS METER

8" sq. posts (4 typ.)

GARAGE LEVEL FLOOR 49.5'

OPEN TO OUTDOOR ENTERTAINMENT AREA

door to pool stor.

OPEN Thru GROUND FLOOR VERANDA BLW.

FOYER/MUD FLR. 59.5'

m.f.p.e. 57.5'

b.f.e. 55.5'

2

GARAGE LEVEL FLOOR 49.5'

30x42 40707

1/9/2025 7:02:27 AM

GRADE

GRADE elect. meter disconnect cable box phone box

SUMMER KITCHEN

right side elevation SCALE:

elevation notes 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

8" sq. posts (4 typ.)

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:

1/4" = 1' 0"

note: drop brick ledge 1 1/2" minimum (verify with builder)

1/32" = 1' 0"

steps to grade as required hollow & floodable sk

3' 0"

b.f.e. 55.5'

AIR CONDITIONING COMPRESSORS (NUMBER OF UNITS AS REQUIRED). SPACED PER MANUFACTURER'S SPECIFICATIONS. A/C PLATFORM HOLLOW AND FLOODABLE WITH TOP AT 2 FEET ABOVE 500 YEAR W.F.E. AND SCREENED FROM VIEW FRONT STREET

12" sq. stucco column (typ.)

36" hi. rail (typ.)

SCALE:

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

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

NOTE: ALL PLATE HEIGHTS DEFINED FROM MAIN FINISHED FLOOR

elevations and details

hoa permit set

FIRST FLOOR FIN. FLR. 61.5'

42" hi. rail

12 16 24

8" stucco trim

10' 0"

2' 0"

m.f.p.e. 57.5'

steps to grade as required hollow & floodable

open to veranda

masonry stucco (typ.)

42" high glass railing (typ.)

FOYER/MUD FLR. 59.5'

masonry stucco (typ.)

tsp

2' 0"

FIRST FLOOR FIN. FLR. 61.5'

6

elevation key

sloped stucco half wall

12' 0" plate ht. (FROM G.L.F.)

box out second flr ledge. not to flr. (bottom @ 2' 0" a.f.f.)

9' 8"

12

11' 0" plate ht.

roof rake

CD 6

5

OPEN Thru porch

FIRST FLOOR CLG.

4

11' 0" plate ht. roof rake

REAR ELEVATION

12

±12' 1" plate ht.

roof rake

cathedral clg. from 11' 0" clg. @ 4:12 slp. veranda BEYOND

12

RIGHT SIDE ELEVATION

12

fireplace VENT THRU ROOF TERMINATION

8:12

5

8:12

SECOND FLOOR FIN. FLR.

B

8:12

0.50

EGRESS WINDOW 30" SILL HT.

2' 6"

masonry stucco (typ.)

LEFT SIDE ELEVATION

5

A PROJECT FOR:

8:12

composition shingleS (typ.)

OWNER'S CHANGES/OFFICE CHECK COMPLETE/RELEASED FOR CONSTRUCTION

7

7

01 09 25

12 12

PROJECT LOCATION: 4927 Heatherglen Dr Lot: 21 Block: 8 Section: 7C Meyerland (City of Houston)

1/4" = 1' 0"

tsp

SCALE:

Novel Office LLC

rear elevation

JOB NO: 40707 PLAN NO: 5242 SCALE: As indicated SHEET NO.

6

OF

15


36' 0" MAX. HT. ABV. M.F.P.E.

12

12

7

7 RIDGE BEAM

7:12

8:12

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

CD 4 5

23' 0" plate ht. SECOND FLOOR CLG.

composition shingleS (typ.)

±25' 11" plate ht.

RAFTERs (typ.)

roof rake

24' 0" plate ht.

±22' 6" plate ht.

SECOND FLOOR CLG.

roof rake

clg. JOISTs (typ.)

CD 1 5

doors to bedrm. 3

12' 10" plate ht.

2"

11' 0" plate ht.

(22" flr. truss w/ sub floor) (verify w/ eng. drawings)

9

(10" flr. sys. w/ sub floor) (verify w. eng. drawings)

FIRST FLOOR FIN. FLR. 61.5'

1 landing

36" hi. rail (typ.)

great room

steps to grade as required hollow & floodable

veranda

gallery

(22" flr. truss w/ sub floor) (verify w/ eng. drawings)

B

(temp.)

5

(18" flr. truss w/ sub floor) (verify w. eng. drawings)

outdoor entertainment area

9' 0"

(10" flr. sys. w/ sub floor) (verify w/ eng. drawings)

(22" flr. truss w/ sub floor) (verify w/ eng. drawings)

cathedral clg. from 11' 0" clg. @ 4:12 slp.

FIRST FLOOR FIN. FLR. 61.5'

10' 0"

7' 6 1/2"

(12" flr. truss w/ sub floor) (verify w. eng. drawings)

stairs: 2 Risers @ 6" each 1 treads @ 10" min. each

11' 0" plate ht.

roof rake

6

stairs: 4 Risers @ 6" each 3 treads @ 10" min. each

b.f.e. 55.5'

FIRST FLOOR CLG.

CD 7

crawl space

ground floor veranda

36" hi. rail (typ.)

FOYER/MUD FLR. 59.5'

m.f.p.e. 57.5'

b.f.e. 55.5' steps to grade as required hollow & floodable

OPEN Thru GROUND FLOOR VERANDA

door to pool stor.

GARAGE LEVEL FLOOR 49.5'

12" sq. stucco column (typ.)

sk

3' 0"

m.f.p.e. 57.5'

12

steps to gallery

doors to gst. suite/study

steps to foyer

4:12 slp.

slp. clg.

1' 0"

FOYER/MUD FLR. 59.5'

42" high glass railing (typ.)

RIDGE BEAM

4

2' 0"

42" high glass railing (typ.)

foyer

SECOND FLOOR FIN. FLR.

stairs: 21 Risers @ 7 3/8" each 19 treads @ 10" min. each

11' 0"

porch

12

13' 0"

15' 0"

11' 10"

OPEN Thru porch

14' 0"

12" sq. stucco column (typ.)

4

10' 0"

FIRST FLOOR CLG.

1' 0"

1' 0"

SECOND FLOOR FIN. FLR.

12

hall 2 it clos. 2' 0"

0.50

8:12

bath 3

12 4:12

masonry stucco (typ.)

masonry stucco (typ.)

10' 0"

10' 0"

NETWORK HUB

2

GARAGE LEVEL FLOOR 49.5'

GRADE

GRADE

SUMMER KITCHEN

GRADE BEAM & FOOTINGS AS PER ENGINEER (typ.)

Section A

attic

23' 0" plate ht. SECOND FLOOR CLG.

5:12 slp.

7

CD 2

(OPER.)

door to i.t. clos.

8

36" hi. rail (typ.)

landing

w.i.c.

bath 5 door to bedrm. 5

8

(22" flr. truss w/ sub floor) (verify w. eng. drawings)

13' 0" plate ht. SECOND FLOOR FIN. FLR.

FIRST FLOOR CLG.

11' 0" plate ht.

11' 0" plate ht. CD 2

stairs: 21 Risers @ 7 3/8" each 19 treads @ 10" min. each 1 landing

FIRST FLOOR FIN. FLR. 61.5'

open great rm. beyond

mud rm.

stairs: 4 Risers @ 6" each 3 treads @ 10" min. each

FIRST FLOOR FIN. FLR. 61.5' (22" flr. truss w/ sub floor) (verify w. eng. drawings)

m.f.p.e. 57.5'

10' 0"

10' 0"

b.f.e. 55.5'

entry

3 car garage

crawl space 9 08 0 O.H. SECT. GAR. DR.

door to outdoor entertainment area

AIR CONDITIONING COMPRESSORS (NUMBER OF UNITS AS REQUIRED). SPACED PER MANUFACTURER'S SPECIFICATIONS. A/C PLATFORM HOLLOW AND FLOODABLE WITH TOP AT 2 FEET ABOVE 500 YEAR W.F.E. AND SCREENED FROM VIEW FRONT STREET

8" sq. posts (4 typ.)

door to stor.

GARAGE LEVEL FLOOR 49.5'

GRADE

GRADE stairs: 16 Risers @ 7 1/2" each 14 treads @ 10" min. each 1 landing

1/9/2025 7:02:33 AM

FOYER/MUD FLR. 59.5'

1' 0"

1' 0"

steps to hall 1

(10" flr. sys. w/ sub floor) (verify w. eng. drawings)

GARAGE LEVEL FLOOR 49.5'

Section B SCALE:

note: drop brick ledge 1 1/2" minimum (verify with builder)

FRONT ELEVATION

8" stucco trim

landing

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

9' 0"

b.f.e. 55.5'

bath 1

door to entry

42" HIGH RAIL

(22" flr. truss w/ sub floor) (verify w. eng. drawings)

FOYER/MUD FLR. 59.5'

hall 1

10' 0"

pdr.

13' 0"

gallery

door to bar

door to bedrm. 1

2' 0"

shower

9' 0"

stor.

11' 0"

5

m.f.p.e. 57.5'

box out second flr ledge. not to flr. (bottom @ 2' 0" a.f.f.)

furr dn. to 10' 0" clg.

elevation key SCALE:

1/32" = 1' 0"

elevation notes 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

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:

1/4" = 1' 0"

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

GRADE BEAM & FOOTINGS AS PER ENGINEER (typ.)

REAR ELEVATION

roof rake

12

door to attic

2' 0"

12

hall 2

(fixed)

42" hi. rail

SECOND FLOOR FIN. FLR.

FIRST FLOOR CLG.

(OPER.)

cathedral clg. from 10' 0" clg. @ 5:12 slp.

9' 0"

(fixed)

balcony

RIGHT SIDE ELEVATION

GLS. DOORS TO gameroom BEYOND

roof rake

5

FURR DN. TO 9' 0" CLG.

5

LEFT SIDE ELEVATION

CD 3

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

NOTE: ALL PLATE HEIGHTS DEFINED FROM MAIN FINISHED FLOOR

sections and details

OWNER'S CHANGES/OFFICE CHECK COMPLETE/RELEASED FOR CONSTRUCTION

12

±22' 6" plate ht.

30x42 40707

A PROJECT FOR:

23' 0" plate ht. SECOND FLOOR CLG.

hoa permit set

clg. JOISTs (typ.)

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

12 16 24

composition shingleS (typ.)

8

tsp

7:12

RAFTERs (typ.)

12

7:12

8

8

PROJECT LOCATION: 4927 Heatherglen Dr Lot: 21 Block: 8 Section: 7C Meyerland (City of Houston)

12 12

01 09 25

36' 0" MAX. HT. ABV. M.F.P.E.

Novel Office LLC

1/4" = 1' 0"

tsp

SCALE:

8" sq. posts (4 typ.)

JOB NO: 40707 PLAN NO: 5242 SCALE: As indicated SHEET NO.

7

OF

15


12

12

7

7

8:12

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

RAFTERs (typ.)

clg. JOISTs (typ.)

23' 0" plate ht. SECOND FLOORRoof CLG.

SECOND FLOOR FIN. FLR.

door to bedrm. 5

door to bedrm. 5

bedrm.4 SECOND FLOOR FIN. FLR.

12 (22" flr. truss w/ sub floor) (verify w. eng. drawings)

1' 6"

4

FIRST FLOOR CLG.

2' 0"

±12' 1" plate ht.

hall 2

9' 0"

attic

w.i.c.

10' 0"

1' 0"

Roof SECOND FLOOR CLG.

FIRST FLOOR CLG.

11' 0" plate ht.

11' 0" plate ht. CD 6

mud rm.

coffer clg. from 11' 0" clg. to 12' 6" clg.

11' 0"

bedrm.1

13' 0"

11' 0"

6

wardrobe

36" hi. drop off

2' 0" landing

OPEN thru OUTDOOR ENTERTAINMENT AREA

CD 2

(22" flr. truss w/ sub floor) (verify w. eng. drawings)

5

FOYER/MUD FLR. 59.5'

m.f.p.e. 57.5'

outdoor entertainment area

entry

10' 0"

9' 0"

12" sq. stucco column (typ.)

FIRST FLOOR FIN. FLR. 61.5'

b.f.e. 55.5'

± 7' 4"

b.f.e. 55.5'

12' 0" plate ht. (FROM G.L.F.)

1' 0"

(22" flr. truss w/ sub floor) (verify w. eng. drawings)

m.f.p.e. 57.5'

8

36" hi. packing island

FIRST FLOOR FIN. FLR. 61.5'

FOYER/MUD FLR. 59.5'

12

3 car garage

stor.

GARAGE LEVEL FLOOR 49.5'

GARAGE LEVEL FLOOR 49.5'

GRADE

GRADE stairs: 16 Risers @ 7 1/2" each 14 treads @ 10" min. each

GRADE BEAM & FOOTINGS AS PER ENGINEER (typ.)

1 landing

Section C SCALE:

7

(OPER.)

hall 2

(fixed)

bedrm.5

bedrm.4

it clos. FIRST FLOOR CLG.

(22" flr. truss w/ sub floor) (verify w/ eng. drawings)

(22" flr. truss w/ sub floor) (verify w/ eng. drawings)

(22" flr. truss w/ sub floor) (verify w/ eng. drawings)

11' 0" plate ht. CD 2

FIRST FLOOR CLG.

door to hall 2

SECOND FLOOR FIN. FLR.

door to w.i.c.

SECOND FLOOR FIN. FLR.

(22" flr. truss w/ sub floor) (verify w/ eng. drawings)

FIRST FLOOR CLG.

REAR ELEVATION

FIRST FLOOR CLG.

11' 0" plate ht. box out second flr ledge. not to flr. (bottom @ 2' 0" a.f.f.)

12' 0"

bath 1

door to entry

wardrobe

(22" flr. truss w/ sub floor) (verify w/ eng. drawings)

(22" flr. truss w/ sub floor) (verify w/ eng. drawings)

(22" flr. truss w/ sub floor) (verify w/ eng. drawings)

steps to hall 1 (10" flr. sys. w/ sub floor) (verify w/ eng. drawings)

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

landing

m.f.p.e. 57.5'

(10" flr. sys. w/ sub floor) (verify w. eng. drawings)

FIRST FLOOR FIN. FLR. 61.5'

FOYER/MUD FLR. 59.5' (22" flr. truss w/ sub floor) (verify w/ eng. drawings)

m.f.p.e. 57.5'

9 08 0 O.H. SECT. GAR. DR.

GARAGE LEVEL FLOOR 49.5'

entry door to outdoor entertainment area

3 car garage door to stor.

GARAGE LEVEL FLOOR 49.5'

GRADE

GRADE

stairs: 16 Risers @ 7 1/2" each 14 treads @ 10" min. each 1 landing

10' 0"

crawl space

3 car garage

FIRST FLOOR FIN. FLR. 61.5'

FOYER/MUD FLR. 59.5'

landing

door to CRAWL SPACE

b.f.e. 55.5'

9' 0"

b.f.e. 55.5'

FOYER/MUD FLR. 59.5'

elevation key

42" HIGH WALL

8" stucco trim

FIRST FLOOR FIN. FLR. 61.5'

entry

GARAGE LEVEL FLOOR 49.5'

outdoor entertainment area

GRADE stairs: 16 Risers @ 7 1/2" each 14 treads @ 10" min. each

GRADE BEAM & FOOTINGS AS PER ENGINEER (typ.)

1 landing

1/32" = 1' 0"

elevation notes 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

GARAGE LEVEL FLOOR 49.5'

GRADE

SCALE:

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:

1/4" = 1' 0"

note: drop brick ledge 1 1/2" minimum (verify with builder)

(22" flr. truss w/ sub floor) (verify w/ eng. drawings)

door to elev.

Section D SCALE:

FRONT ELEVATION

coffer clg. from 11' 0" clg. to 12' 6" clg.

± 7' 4"

42" HIGH RAIL

SHWR.

door to pwdr.

± 7' 1"

open great rm. beyond

door to pantry

FOYER/MUD FLR. 59.5'

mud rm.

bedrm.1

8' 4 1/2"

gallery

hall 1

mud rm.

1' 0"

bar

elev.

10' 0"

pantry

door to bedrm. 1

9' 0"

FIRST FLOOR FIN. FLR. 61.5'

SLIDING temp. GLS. DOORS TO veranda BEYOND

1' 0" 2' 0"

10' 0"

5

1/9/2025 7:02:40 AM

13' 0" plate ht. SECOND FLOOR FIN. FLR.

(10" flr. sys. w/ sub floor) (verify w/ eng. drawings)

2' 0"

8

8

attic

bedrm.5

12

door to attic

42" hi. rail

12

w.i.c.

RIGHT SIDE ELEVATION

(OPER.)

cathedral clg. from 10' 0" clg. @ 5:12 slp.

fireplace VENT THRU ROOF TERMINATION

LEFT SIDE ELEVATION

(fixed)

5

FURR DN. TO 9' 0" CLG.

balcony

GLS. DOORS TO gameroom BEYOND

roof rake

30x42 40707

SECOND FLOORRoof CLG.

CD 2

5

SECOND FLOOR FIN. FLR.

23' 0" plate ht.

Roof SECOND FLOOR CLG.

8:12

CD 3

SECOND FLOOR CLG.

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

SCALE: NOTE: ALL PLATE HEIGHTS DEFINED FROM MAIN FINISHED FLOOR

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)

sections and details

OWNER'S CHANGES/OFFICE CHECK COMPLETE/RELEASED FOR CONSTRUCTION

5:12 slp.

12

±22' 6" plate ht.

23' 0" plate ht.

RAFTERs (typ.)

A PROJECT FOR:

SECOND FLOOR CLG.

clg. JOISTs (typ.)

hoa permit set

drop beam

RAFTERs (typ.)

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

12 16 24

attic

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

tsp

clg. JOISTs (typ.)

7:12

attic

12 8

7

01 09 25

8:12

12 7

12

7

tsp

12

PROJECT LOCATION: 4927 Heatherglen Dr Lot: 21 Block: 8 Section: 7C Meyerland (City of Houston)

36' 0" MAX. HT. ABV. M.F.P.E.

Novel Office LLC

1/4" = 1' 0"

JOB NO: 40707 PLAN NO: 5242 SCALE: As indicated SHEET NO.

8

OF

15


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)

minimum height from roof to lowest discharge opening

post solar certificate near electrical panel or other conspicuous location (12) 25 sq ft panels = 300 sq ft solar panels

fold line

solar readiness plan

roof rake

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.

8

fireplace VENT THRU ROOF TERMINATION

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./

roof rake

8:12

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."

8" roof rake blw.

roof rake

ROOF SURFACES. SHINGLES AT SLOPES. 2:12 TO LESS THAN 4:12 SHALL BE APPROVED SELF SEALING OR ARE HAND SEALED AND SHALL BE INSTALLED WITH AN UNDERLAYMENT CONSISTING OF TWO LAYERS OF NONPERFORATED TYPE 15 FELT APPLIED SHINGLE FASHION. STARTING WITH AN 18" WIDE SHEET AND 36" WIDE SHEET OVER IT AT THE EAVES, EACH SUBSEQUENT SHEET SHALL BE LAPPED 19" HORIZONTALLY.

8"

roof rake

8:12 13' 0" plate ht.

8:12

D

8:12

7:12

23' 0" plate ht.

7:12

8"

roof rake

23' 0" plate ht.

roof notes roof rake

8"

1/9/2025 7:02:45 AM

30x42 40707

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.

8:12

metal roof with 1/2"/1' 0" slope

1' 4 7/16" @ 8:12 SLP. (TYP.)

23' 0" plate ht.

8"

23' 0" plate ht.

23' 0" plate ht.

0.50:12

11' 0" plate ht.

23' 0" plate ht.

23' 0" plate ht.

8:12 8"

8:12

7

8:12

8"

7' 6 1/2"

SLP. SOFFIT

23' 0" plate ht.

8:12

B

1' 6 25/32" @ 7:12 SLP. (TYP.)

8:12

12' 10" plate ht.

12' 0" plate ht. (FROM G.L.F.) roof rake

8"

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"

OWNER'S CHANGES/OFFICE CHECK COMPLETE/RELEASED FOR CONSTRUCTION

8"

7:12

7:12

8

25' b.l.

1/16" = 1' 0"

solar ready notes:

E

±22' 6" plate ht.

7:12

SCALE:

23' 0" plate ht. 11' 0" plate ht.

refer to engineering plans for roof load calculations

±12' 1" plate ht.

roof rake

24' 0" plate ht.

7:12

N

PROJECT LOCATION: 4927 Heatherglen Dr Lot: 21 Block: 8 Section: 7C Meyerland (City of Houston)

4:12

8"

±22' 6" plate ht.

8"

24' 0" plate ht.

roof rake

1' 4 7/16" @ 8:12 SLP. (TYP.)

±25' 11" plate ht.

±25' 11" plate ht.

4:12

2' 9 5/16"

4:12

electric panel

8

Novel Office LLC

11' 0" plate ht.

C

01 09 25

typ. gas venting detail

4:12

conduit, 1 1/4" min. under roof

° 0 11

11' 0" plate ht. clip o.h. & raise fascia

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

10' b.l.

gas vent rule

tsp

2.4

A PROJECT FOR:

8' 0"

roof rake

hoa permit set

over 17/12 to 21/12

2' 0"

12 16 24

1.8

1' 0"

tsp

6' 0"

11' 0" plate ht. clip o.h. & raise fascia

2 70 °

over 13/12 to 16/12

2' 0"

10' 0" plate ht.

1.2

2' 9 5/16" @ 4:12 SLP. (TYP.)

4' 0"

±12' 1" plate ht.

over 10/12 to 12/12

8"

0.6

4:12

2' 0"

8"

over 7/12 to 9/12

7

11' 0" plate ht. clip o.h. & raise fascia

0.3

8"

1' 0"

4:12

flat to 6/12

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

A

10' b.l.

meters

G ROOF FACIN N ORIENTATIO

feet

2' 0"

roof slope

minimum height from roof lowest discharge opening

JOB NO: 40707 PLAN NO: 5242 SCALE: As indicated SHEET NO.

9

OF

15


10' Side b.l.

legend 110 VOLT RECEPTACLE WP

WATERPROOF RECEPTACLE

GFI

110 VOLT W/ GROUND FAULT INTERRUPTOR 110 volt ceiling/ under counter receptacle quad 110 VOLT RECEPTACLE

ground floor veranda

WP/GFI

110 PLUG STRIP (UNDER COUNTER) FLR.

110 VOLT RECEPTACLE IN FLOOR

. 10' Side b.l

220 VOLT RECEPTACLE TELEVISION ANTENNA TELEPHONE OUTLET SINGLE POLE SWITCH 3

WP/GFI 4

WP/GFI

DIM

GFI @ 42" A.F.F.

air PB

outdoor entertainment area

FOUR WAY SWITCH DIMMER SWITCH air SWITCH for disposal

PUSH BUTTON SMOKE DETECTOR CARBON MONOXIDE DETECTOR

CEILING MOUNTED LIGHT FIXTURE CEILING MOUNTED HANGING FIXTURE RECESSED CAN LIGHT

GFI @ 42" A.F.F.

RECESSED EYEBALL SPOT LIGHT

GFI @ 42" A.F.F.

GFI @ 42" A.F.F.

WATERPROOF RECESSED CAN LIGHT

WALL MOUNTED LIGHT FIXTURE PC

PORCELAIN FIXTURE W/ PULL CORD FLOOD LIGHTS

GFI @ 42" A.F.F.

TO CAN LTS. & SWITCH ABV.

3

3 3

elev.

3

provide elec. for elevator as req'd

provide water sensor in elev. shaft per c.o.h. requirements

EXHAUST FAN LED

EXHAUST FAN/RECESS CAN COMBO

GFI @ 42" A.F.F.

GFI @ 42" A.F.F.

lv

A PROJECT FOR:

GFI @ 42" A.F.F.

WP

low voltage LIGHTS RG 6/ 2 CAT 5

entry

CEILING FAN

3 3

CEILING FAN W/ LIGHT

crawl space

GFI @ 42" A.F.F. GFI @ 42" A.F.F.

3 car garage

elect. meter disconnect cable box phone box

LED

ELECT. SUB PANEL

2' X 2' LED LIGHT PANEL

1' X 1' LED LIGHT PANEL UNDER upper cabinet Led

CLG.

MIN.

LED

2' X 4' LED LIGHT PANEL

5' 0"

GFI @ 42" A.F.F.

HANGING FIXTURE OR CEILING FAN

30x42 40707

housing/interior finish and labeled to indicate ≤ 2.0 cfm leakage at 75 Pa.

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

garage floor electrical plan

01 09 25

Lighting System – 1. per section R404.1, “Interior lighting will be at least 75% high efficacy lamps. (Compact fluorescent or LED) 2. IC rated recessed lighting fixtures sealed at

tsp

1/9/2025 6:59:51 AM

25' b.l.

12 16 24

WP

tsp

WP

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

hoa permit set

notes: GAS METER

WP

PROJECT LOCATION: 4927 Heatherglen Dr Lot: 21 Block: 8 Section: 7C Meyerland (City of Houston)

GFI @ 42" A.F.F.

CHIMES

Novel Office LLC

CH

OWNER'S CHANGES/OFFICE CHECK COMPLETE/RELEASED FOR CONSTRUCTION

3

pool stor.

GFI @ 42" A.F.F.

THREE WAY SWITCH

JOB NO: 40707 PLAN NO: 5242 SCALE: 1/4" = 1'-0" SHEET NO.

10 15 OF


10' Side b.l.

WP

WP

WP/ GFI

dining room . 10' Side b.l

veranda

WP/ GFI

WP

WP/ GFI

GFI

to upper cab. lts.

WP

WP

3

3

to under cab. lts.

QUAD

bedrm.1

@ 60" A.F.F.

LOG LIGHTER

air switch

QUAD

FLOOR PLUGS TO BE LOCATED BY BUILDER TYP.

GFI

FLR. pop up

kitchen

GFI

GFI

A PROJECT FOR:

3

NOTE– PROVIDE PLUG MOULDS FOR OUTLETS @ KITCHEN, bAR & pANTRY

3

3

micro

hall 1

3

GFI

3

GFI

pantry

3 3

GFI GFI

GFI

TO SWITCH BLW.

PROJECT LOCATION: 4927 Heatherglen Dr Lot: 21 Block: 8 Section: 7C Meyerland (City of Houston)

220

@ 60" A.F.F.

great room

provide outlet for exhaust hood

GFI

FLR.

Novel Office LLC

pop up

GFI

bar

WP

elev.

VT

WP

GFI

GFI

VT TO HANG LT. ABV.

33 3 3

TO REC CANS ABV.

AIR CONDITIONING COMPRESSORS (NUMBER OF UNITS AS REQUIRED). SPACED PER MANUFACTURER'S SPECIFICATIONS. A/C PLATFORM HOLLOW AND FLOODABLE WITH TOP AT 2 FEET ABOVE 500 YEAR W.F.E. AND SCREENED FROM VIEW FRONT STREET

mud rm.

pdr.

GFI

VT

GFI to rec. cans. & 110's in soffit (re: 1st & 2nd flr. elec. plan)

GFI

foyer

guest suite/study

VT WP/GFI

GFI

utility

3

GFI VT FLOOR PLUGS TO BE LOCATED BY BUILDER TYP.

GFI

PROVIDE READILY ACCEsSIBLE DISCONNECT AT A/C UNITS

wardrobe GFI

PB

porch

30x42 40707

1/9/2025 6:59:56 AM

25' b.l.

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

01 09 25

WP/ GFI

tsp

w.i.c.

hoa permit set

WP/ GFI

12 16 24

bath 2

Provide an accessible exterior receptacle within 25 feet and on the same level of AC compressors as per required by 2021 IRC E3901.12

220

tsp

WP

bath 1

OWNER'S CHANGES/OFFICE CHECK COMPLETE/RELEASED FOR CONSTRUCTION

TO uc lts.

JOB NO: 40707 PLAN NO: 5242 SCALE: 1/4" = 1'-0" SHEET NO.

11 15 OF


10' Side b.l.

. 10' Side b.l

ALLOW FOR STRUCTURED WIRING AND NETWORK HUB

to attic lt.

it clos.

w.i.c.

bedrm.5

PROJECT LOCATION: 4927 Heatherglen Dr Lot: 21 Block: 8 Section: 7C Meyerland (City of Houston)

balcony

ALLOW FOR VENTILATION FOR AUDIO/VIDEO EQUIP. THRU MECH. OR NATURAL MEANS

Novel Office LLC

3 3 3

A PROJECT FOR:

gameroom

3

3

elev.

to attic lt.

3

3

to switches blw.

gfi

3

bath 5 wp

vt

w.i.c.

wp vt vt

bedrm.3

bath 3 bath 4

WP

WP/ GFI

WP

WP/ GFI

WP/ GFI

30x42 40707

1/9/2025 6:59:26 AM

25' b.l.

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

01 09 25

WP/ GFI

TO SWITCHES @ STOR. UNDER STAIRS

tsp

WP/ GFI

WP/ GFI

bedrm.4

hoa permit set

WP

gfi

12 16 24

WP

w.i.c.

wp

tsp

gfi

OWNER'S CHANGES/OFFICE CHECK COMPLETE/RELEASED FOR CONSTRUCTION

hall 2

JOB NO: 40707 PLAN NO: 5242 SCALE: 1/4" = 1'-0" SHEET NO.

12 15 OF


DW

2' 0"

LEDGE

3' 0" 1' 0"

42" HI. BARTOP

3' 0"

3' 6"

OPEN TO GALLERY

3' 6"

2' 0"

42" HI. BARTOP

SINK

3' 0"

ICE MAKER

2' 0"

11' 0"

4' 0"

3' 0" 3' 0"

2' 0"

WINE CHILL

3' 0"

trash pull out

SINK

3' 0"

3' 0"

3' 0"

10' 4"

LAV.

flush island

5' 6"

11' 0"

MIRROR

SINK / DISP

48" range w/ 60" vent hood

3' 0"

allow for 36" ref.

11' 0"

open to great rm.

2' 0"

7' 0"

pckt. dr. to pantry

4' 0"

4' 0"

2' 0" 9' 0"

11' 0"

rear view

LEDGE

11' 0"

LEDGE

2' 0"

2' 0"

1' 4"

6" 1' 6"

gls. uppers (typ.) open to k.s. below

11' 0"

allow for 24" ref.

8"

6" 1' 6"

6" 1' 6"

gls. uppers (typ.)

flush island

open to kitchen

SINK / DISP

front view

LEDGE

3' 0"

3' 0" 3' 0"

PROJECT LOCATION: 4927 Heatherglen Dr Lot: 21 Block: 8 Section: 7C Meyerland (City of Houston)

36" hi. drop off

3' 0"

3' 0"

DRYER

5' 0"

WASH

A PROJECT FOR:

36" hi. drop off

SINK

9' 0"

10' 0"

13' 0"

13' 0"

24" deep upper cabs

3' 0"

3' 0"

2' 0"

24" deep upper cabs

5' 0"

SINK

3' 0"

2' 0"

2' 0"

wdw.

6' 0"

3' 6"

3' 6" 11' 0"

11' 0"

11' 0"

DRIP/DRY

3' 6"

3' 6"

3' 6"

FURR DN. TO 9' 0" CLG.

Novel Office LLC

Bath 2

1' 0"

LEDGE

8' 0"

8" 4"

2' 6"

2' 6"

LEDGE

2' 6"

2' 6"

2' 6"

LEDGE

LAV.

HAMPER

60" elongated fireplace w/ 12" raised floating hearth

Great Room

LEDGE

LINEN

(allow foR tv.)

hamper

Bath 1

MIRROR

10' 0"

LINEN

1' 0"

LINEN

cast stone surround

11' 0"

10' 0"

3' 0"

3' 0"

3' 0"

30"x66" FREE STANDING TUB

30" k.s.

Bar

LEDGE

5' 0"

LAV.

3' 0"

wdw. (temp.)

36" high ledge

3' 0"

10' 0"

MIRROR

LAV.

DOORS TO BATH 1

LEDGE

8' 0"

12' 0"

MIRROR

10' 0"

10' 0"

MIRROR

2' 0"

Powder

2' 0"

Kitchen

UC REF.

LEDGE

FURR DN. TO 9' 0" CLG.

MIRROR LINEN LAV.

32" X 60" TUB/SHWR

wdw.

3' 0"

5' 0"

LAV.

8' 0"

9' 0"

LINEN

10' 0"

10' 0"

MIRROR

3' 0"

LINEN

3' 0"

LAV.

wdw.

8' 0"

10' 0"

MIRROR

FURR DOWN IF SHOWN

3/4" SHELF TYP.

30x42 40707

1' 10"

3' 0"

DOOR FRONT 3/4" PLYWOOD OR FACTORY

DRAWER FRONT 3/4" PLYWOOD OR FACTORY

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

3/4" SHELF TYP.

1' 6"

SEE SPECS FOR TOP & BACKSPLASH

DRAWER FRONT 3/4" PLYWOOD OR FACTORY

4" 1' 0" 8" 8"

1/9/2025 7:00:02 AM

MIRROR

2' 0"

section thru kitchen and bath cabinets SCALE:

3/8" = 1' 0"

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

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.

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

01 09 25

DOOR FRONT 3/4" PLYWOOD OR FACTORY

tsp

Bath 5

12 16 24

Bath 4

4' 6"

Bath 3

tsp

GYPSUM FIRESTOP

hoa permit set

hamper

hamper

OWNER'S CHANGES/OFFICE CHECK COMPLETE/RELEASED FOR CONSTRUCTION

LEDGE

3' 0"

LEDGE

Gameroom

1' 0"

Mud Room

2' 0"

Utility Room

JOB NO: 40707 PLAN NO: 5242 SCALE: 3/8" = 1'-0" SHEET NO.

13 15 OF


TREE NOTES: THE BUILDER TO PROTECT ALL TREES WITH A TEMPORARY FENCE DURING. EXCERPT FROM CITY OF HOUSTON CODE OF ORDINANCES SEC. 33 110. SINGLE FAMILY RESIDENTIAL PROPERTIES. EXCEPT AS PROVIDED IN SUBSECTION (B), BELOW, THE REQUIREMENT FOR BUILDING SITES 5,000 SQUARE FEET OR GREATER IN SIZE IS: A. PLANTING OF TWO NEW TREES OF 1 1/2 INCH CALIPER OR LARGER; IF THIS OPTION IS SELECTED, THEN ONE TREE MUST BE PLANTED IN THE ABUTTING STREET RIGHT OF WAY AND THE OTHER PLANTED EITHER IN THE ABUTTING STREET RIGHT OF WAY OR ELSEWHERE ON THE BUILDING SITE;

DRAINAGE NOTES: 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.

B. PLANTING OF ONE NEW TREE OF FOUR INCH CALIPER OR LARGER; IF THIS OPTION IS SELECTED, THEN THE TREE SHALL BE PLANTED IN THE ABUTTING STREET RIGHT OF WAY, UNLESS THE PLANNING OFFICIAL AUTHORIZES IT TO BE PLANTED ELSEWHERE ON THE BUILDING SITE WITH THE WRITTEN CONCURRENCE OF THE DIRECTOR OF PARKS AND RECREATION OR HIS DESIGNEE UPON DETERMINATION THAT NO SUITABLE PLANTING SITE EXISTS IN THE ABUTTING STREET RIGHT OF WAY;

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.

C. PRESERVATION OF ONE EXISTING TREE OF 1 1/2 INCH CALIPER OR LARGER AND PLANTING OF ONE NEW TREE OF 1 1/2 INCH CALIPER OR LARGER; IF THIS OPTION IS SELECTED, THEN ONE TREE MUST BE PRESERVED OR PLANTED IN THE ABUTTING STREET RIGHT OF WAY AND THE OTHER TREE SHALL BE PRESERVED OR PLANTED IN EITHER THE ABUTTING STREET RIGHT OF WAY OR ELSEWHERE ON THE BUILDING SITE; OR D. PRESERVATION OF TWO EXISTING TREES OF 1 1/2 [INCH] CALIPER OR LARGER; IF THIS OPTION IS SELECTED, THEN BOTH TREES MUST BE SITUATED IN THE COMBINED AREA CREATED BY THE ABUTTING STREET RIGHT OF WAY AND THE BUILDING SET BACK AREA OF THE BUILDING SITE.

NOTE: VERIFY THAT THE EXISTING POWER LINE HEIGHT IN RELATIONSHIP TO THE STRUCTURE MEETS OSHA REQUIREMENTS. RICE RESIDENTIAL DESIGN WILL NOT BE RESPONSIBLE FOR NON COMPLIANCE

EXISTING fence

N 86° 19' 24"

swale

51.2

5' U.E.

50.5

50.5

swale

50.2

5'X20' A.E. 12 16 24 2% grade

10' Side b.l.

50.6

4927 heatherglen drive

steps to grade as required hollow & floodable

2% grade

swale

EXISTING fence

28' 5 45/128"

S 82° 49' 23" W 0.49'

W 76.74'

50.1 EXISTING

3'X35'GUY WIRE EASEMENT

swale

KEEP THIS AREA CLEAR OF UTILITIES

G

entry crawl space 60' 8"

3 car garage

TO ELECT. SERVICE

AIR CONDITIONING COMPRESSORS (NUMBER OF UNITS AS REQUIRED). SPACED PER MANUFACTURER'S SPECIFICATIONS. A/C PLATFORM HOLLOW AND FLOODABLE WITH TOP AT 2 FEET ABOVE 500 YEAR W.F.E. AND SCREENED FROM VIEW FRONT STREET

12' 8 1/4"

swale

reinforced concrete approach

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

‚ STREET

11' 6 71/128" linear feet of proposed 6" curb & gutter replacement due to removal of existing driveway

TREES TO BE REMOVED

LINE OF FENCE TO PROTECT TREES THAT ARE TO REMAIN

60'0" r.o.w. new/replacement tree locations

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

01 09 25

R

0" 5'

curb

EXISTING TREES TO REMAIN

tsp

5' 0"

TREE LEGEND

R

6' 0 35/64" 5' 0"

new 5' sidewalk

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.

hoa permit set

EXISTING WATER METER

12 16 24

49.7

r=1322.66' l=85.0'

4' 8"

s.s mh rim=49.48

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

tsp

15' 4 5/16"

20' concrete drive

4927 Heatherglen Drive 30x42 40707

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

PROPOSED WATER LINE TO METER

REMOVE TREE 20' 0"

49.4

21 8 7C

note:

25' 0 3/4"

concrete motor court

slope impervious surfaces 2% away from building

4' 4 129/256"

19" PINE TREE

49.1

49.5

1/9/2025 7:00:22 AM

2% grade

29' 7 59/128"

19" OAK TREE

25' 1 15/16"

36" OAK TREE

steps to grade as required hollow & floodable

PROJECT LOCATION: 4927 Heatherglen Dr Lot: 21 Block: 8 Section: 7C Meyerland (City of Houston)

43.10

subdivision Meyerland

49.9

49.4

PROPOSED SEWER LINE TO TAP

10,144

lot block section

TO GAS SERVICE

49.7

25' b.l.

4,373

city of houston allows 65% maximum lot coverage. you have 2220 sq. ft. available to meet city of houston maximum allowable footage

MIN.

5' 0"

11' 8"

4,373

flatwork sq. ft. including right of way = 1187 sq. ft.

Provide an accessible exterior receptacle within 25 feet and on the same level of AC compressors as per required by 2021 IRC E3901.12

f.f.e.= 49.21'

518

A PROJECT FOR:

swale

swale

S 0° 44' 38" W 128.07'

49.9

f.f.e.= 49.5'

9' 4"

4,373

1.73' ' 18" W 12 N 02° 56

70' 0"

fen c e

10' 0 169/256"

outline of 2nd flr. abv. (typ.)

518

10,144

outdoor entertainment area

10' 0"

3,855

OWNER'S CHANGES/OFFICE CHECK COMPLETE/RELEASED FOR CONSTRUCTION

swale

EXISTING

. 10' Side b.l

PROPOSED TWO STORY RESIDENCE T.O.S. 61.50'

50.0

3,855

Novel Office LLC

ground floor veranda

JOB NO: 40707

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"

PLAN NO: 5242 SCALE: As indicated SHEET NO.

14 15 OF


30x42 40707

details 12 16 24 01 09 25

tsp tsp

1/9/2025 7:01:21 AM

PROJECT LOCATION: 4927 Heatherglen Dr Lot: 21 Block: 8 Section: 7C Meyerland (City of Houston)

Novel Office LLC

A PROJECT FOR:

nts

OWNER'S CHANGES/OFFICE CHECK COMPLETE/RELEASED FOR CONSTRUCTION

hoa permit set

fire wall detail

JOB NO: 40707

PLAN NO: 5242

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

15 15 OF


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