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