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TT TTee eerr rr rr rryy yy CC CC DD DDee eess ssii ii gg ggnn nn SS SSee eerr rr vv vvii ii cc ccee eess ss
5620 Old Farm Terrace
Colorado Springs, CO 80917
www.tchomedesign.com 719-964-2568
4/18
/201
488
83 S
hip
man
Ln.
Colo
rado S
pri
ngs,
CO
809
08
PLA
N:
SU
BC
ON
TR
AC
TO
R N
OT
E:
Ev
ery
eff
ort
has
be
en
ma
de t
o a
vo
id e
rro
rs. T
hes
e d
raw
ing
sh
ave
be
en
cre
ate
d t
o s
pec
ific
ati
on
s a
s o
utl
ine
db
y n
am
ed
cli
en
t.
Ple
ase
ve
rify
dim
en
sio
ns
an
dd
eta
ils p
rio
r to
co
mm
en
cem
en
t o
f w
ork
. D
raw
ing
s u
sed
on
sit
e m
us
t b
e c
urr
en
t an
dm
atc
h t
ho
se
sta
mp
ed
an
d a
pp
rove
d b
y P
PR
BD
. A
ny d
ev
iati
on
s f
rom
pla
n w
ith
ou
t ap
pro
va
l o
fn
am
ed
clie
nt
wil
l b
e m
ad
e a
t s
ub
co
ntr
ac
tors
exp
en
se a
nd
ma
y b
e s
ub
jec
t to
ba
ck-c
harg
es
an
d/o
r liti
gati
on
.
CO
PY
RIG
HT
PE
ND
ING
: T
he
se d
raw
ing
s a
re t
he
pro
pri
ete
ry w
ork
pro
du
ct
of
Te
rry
C D
esig
nS
erv
ice
s d
eve
lop
ed
fo
r th
e l
imit
ed
ex
clu
siv
e u
se
of
the
na
me
d c
lie
nt.
P
lan
s a
re s
ub
jec
t to
ch
an
ge
wit
ho
ut
no
tice
du
e t
o a
vail
ab
ilit
y o
f m
ate
ria
ls a
nd
co
de
ch
an
ge
s. U
se
of
the
se d
raw
ing
s o
rp
rop
rie
tary
co
nce
pts
co
nta
ine
d t
he
rein
by o
the
rsw
ith
ou
t w
ritt
en
perm
iss
ion
of
Te
rry C
De
sig
nS
erv
ice
s is
pro
hib
ite
d a
nd
may
su
bje
ct
the
use
r to
cla
ims
fo
r d
am
ag
es a
nd
in
frin
ge
men
t p
en
alt
ies
.
Note
s an
dR
evis
ions:
Dra
wn
By:
Ter
ry C
arls
on
719-
964-
2568
PLOT DATE
A R
es
ide
nc
e F
or:
1SHEET
of 8
Sit
e s
pe
cif
ic s
ing
lefa
mil
y r
es
iden
ce
719-
510-
6253
2011 PIKES PEAK REGIONAL BUILDING CODE2009 IRC*2009 IPC*2009 IFCG*2009 IMC*2009 IECC*2008 NEC***As amended by 2011 PPRBC**Or the latest edition adopted by the State of Colorado
Subje
ct to P
PR
BD
Appro
val a
nd S
tam
p
12
79
0 H
err
ing
Rd
Co
lora
do
Sp
rin
gs
, C
O
80
90
8
Se
e s
ite
pla
n f
or
leg
al
de
sc
rip
tio
n
CODE SCHEDULE
DRAWING INDEXSHEET 1: Reserved for SITE PLANSHEET 2: FOUNDATION PLANSHEET 3: BASEMENT FLOOR PLANSHEET 4: MAIN LEVEL FLOOR PLANSHEET 5: FLOOR FRAMING PLANSHEET 6: ROOF FRAMING PLANSHEET 7: FRONT and FRONT SIDE ELEVATIONSSHEET 8: REAR and REAR SIDE ELEVATIONSSHEET 9: SECTION VIEWS
CO
NS
TR
UC
TIO
N E
DIT
ION
24'
3'-2
"
2'-1
0"
2'
6'
2'
6'-8 3/4"2'-9 1/2"18'-5 3/4"
5'-
10 3
/4"
5'-
11 1
/2"
4'-1 3/4"6'8'13'-8 1/2"13'7'6'2'-1 3/4"
13'-
10 1
/4"
16'
18'
1'-2"3'8'-10"
1'-
7 7
/8"
24'12'
5' 8' 11'
6'5'
-4"
8"
16'
22'
12'
2'-11"
16'-2"
2'-11"
1'-5"
9'-2"
1'-5"
30'
28'
8'-10 5/8"
2'
14'-
6 1
/2"
16'
8'
7'-
4 1
/2"
7'-
2"
15'-
4"
8"
7'-
4"
8"
18'14'28'
14'-10"13'-2"10'
34'
10'
29'-
6"
3'-
10"
8"
17'-
8 1
/2"
8'-
3 1
/2"
16'
16'
15'-8 3/4"14'-5 1/2"16'-8"11'-1 3/4"
Co
lum
nC
en
ters
Servi
ce d
oor on to
p of w
all, n
o cut
out in c
oncret
e.
ColumnCenters
ColumnCenters
Co
lum
nC
en
ters
Co
lum
nC
en
ters
Wall Step -24
"0
"
Wall Step -78
"-2
4"
Wa
ll S
tep
-104"-78"
Wall Step
-10
4"
-78
"
Wall Step
-78
"-4
8"
Wall Step
-48
"-2
4"
Wall Step
-24"
0"
Garage angle reference
Garage angle reference
Garage Floor D
rainage Slope: Top of wall at back to -
3" at Overhead D
oor Opening.
Provide minim
um 8" deep cut out for O
verhead doors.
41" x 83" Door openingin foundation wall
SCALE: 1/4" = 1'
1) Foundation Plan for dimensional reference only. Soils Report and Foundation Design by licensed Colorado Engineer must be onsite at first inspection.2) Hatched area indicates position of mudsill. Use treated or redwood 2x4 at top of basement wall 2x6 at Garage and and garden level walls as shown. No Brickledge required for Cultured Stone Installation.3) THERE WILL BE NO SUBGRADE BASEMENT WINDOWS ON THISBUILDING. All wells are custom in landscape, must be minimum 15 sq ft withminimum 36' dimension. Provide steps or ladder if over 44" deep with bottom/top step/rungminimum 18" from grade All headers are framed per floor framing plan. See Floor plan for walkout and garden level window location and sizes.4) See engineer's foundation plan for lintel, pier and pad sizing and detail.5) Pad dimensions are from exterior surface of wall to center of pad6) Main basement wall 9' plus double sill plate (3") for 107" net ceiling with4" slab over footing. Foundation top of wall and pier hts indicated are relative to top of 9' mainbasement wall under floor framing.
FOUNDATION PLAN
Co
lum
nC
en
ters
Co
lum
nC
en
ters
Concrete deck piers per engineer's foundation plan mustextend to minimum 30" below and 6" above finish grade.
Column to pier with EPB66.
CR
OS
S S
EC
TIO
N
CR
OS
S S
EC
TIO
N
TT TTee eerr rr rr rryy yy CC CC DD DDee eess ssii ii gg ggnn nn SS SSee eerr rr vv vvii ii cc ccee eess ss
5620 Old Farm Terrace
Colorado Springs, CO 80917
www.tchomedesign.com 719-964-2568
4/18
/201
488
83 S
hip
man
Ln.
Colo
rado S
pri
ngs,
CO
809
08
PLA
N:
SU
BC
ON
TR
AC
TO
R N
OT
E:
Ev
ery
eff
ort
has
be
en
ma
de t
o a
vo
id e
rro
rs. T
hes
e d
raw
ing
sh
ave
be
en
cre
ate
d t
o s
pec
ific
ati
on
s a
s o
utl
ine
db
y n
am
ed
cli
en
t.
Ple
ase
ve
rify
dim
en
sio
ns
an
dd
eta
ils p
rio
r to
co
mm
en
cem
en
t o
f w
ork
. D
raw
ing
s u
sed
on
sit
e m
us
t b
e c
urr
en
t an
dm
atc
h t
ho
se
sta
mp
ed
an
d a
pp
rove
d b
y P
PR
BD
. A
ny d
ev
iati
on
s f
rom
pla
n w
ith
ou
t ap
pro
va
l o
fn
am
ed
clie
nt
wil
l b
e m
ad
e a
t s
ub
co
ntr
ac
tors
exp
en
se a
nd
ma
y b
e s
ub
jec
t to
ba
ck-c
harg
es
an
d/o
r liti
gati
on
.
CO
PY
RIG
HT
PE
ND
ING
: T
he
se d
raw
ing
s a
re t
he
pro
pri
ete
ry w
ork
pro
du
ct
of
Te
rry
C D
esig
nS
erv
ice
s d
eve
lop
ed
fo
r th
e l
imit
ed
ex
clu
siv
e u
se
of
the
na
me
d c
lie
nt.
P
lan
s a
re s
ub
jec
t to
ch
an
ge
wit
ho
ut
no
tice
du
e t
o a
vail
ab
ilit
y o
f m
ate
ria
ls a
nd
co
de
ch
an
ge
s. U
se
of
the
se d
raw
ing
s o
rp
rop
rie
tary
co
nce
pts
co
nta
ine
d t
he
rein
by o
the
rsw
ith
ou
t w
ritt
en
perm
iss
ion
of
Te
rry C
De
sig
nS
erv
ice
s is
pro
hib
ite
d a
nd
may
su
bje
ct
the
use
r to
cla
ims
fo
r d
am
ag
es a
nd
in
frin
ge
men
t p
en
alt
ies
.
Note
s an
dR
evis
ions:
Dra
wn
By:
Ter
ry C
arls
on
719-
964-
2568
PLOT DATE
A R
es
ide
nc
e F
or:
2SHEET
of 8
Sit
e s
pe
cif
ic s
ing
lefa
mil
y r
es
iden
ce
719-
510-
6253
Subje
ct to P
PR
BD
Appro
val a
nd S
tam
p
12
79
0 H
err
ing
Rd
Co
lora
do
Sp
rin
gs
, C
O
80
90
8
Se
e s
ite
pla
n f
or
leg
al
de
sc
rip
tio
n
CO
NS
TR
UC
TIO
N E
DIT
ION
WH��
CO
SD
SD
SD
SD
CO
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15'' 15''
15''15''
5'-
9 1
/2"
4'-
5"
4'-
9 1
/2"
1'
3'-9
11/
16"
5'-3 7/16"
2'-
4 1
/2"
1'-
9 1
/2"
11'-
7 1
/2"
2'-
4 1
/2"
13'-
4 1
/2"
10'-
5 1
/2"
1' 13'-5 1/2"2'-0 1/2"
8'-2 1/2" 7'-5 1/2" 9'-11 1/2" 3'-3" 8'-4 1/2" 3'-3" 1'
1'
5'-
2 3
/4"
1'
3'-
7"
1' 5' 2'-11 1/2"2'-0 1/2"
4'-5 1/2"1'
11'-2 1/2" 1'
1' 12'-1" 2'-4 1/2" 6'-11" 5'-9 1/2" 13'-4 1/2" 15'-5 1/2" 2' 1'
1' 14'-5 1/2" 12'-2 1/2" 14'-5 1/2" 14'-10 1/2" 2' 1'
8'-
1"
3'-
7 3
/4"
3'-
7 1
/2"
1'
9'-
9 3
/4"
5'-
10"
9'-
4 3
/4"
3'-
5 1
/2"
3'-
3 1
/2"
5'-
3 1
/2"
9'-
6 3
/4"
1'
6'-3 5/16"2'-6"3"
2'-6"3"
2'-6"3'-8 11/16"
6'
8'
46'
4'
8'
34'
2'
2'
6'
2'
54'
10'
12'-
10 1
/4"
8'-
7"
12'-
6 3
/4"
10'
16'-
6"
2'
6'
5'
4'-
6"
60'
8 1/2"2'-3 1/2"15'14'5'-7 1/2"6'-11"2'-4 1/2"12'-4 1/2"
8 1/2"
6"2'4'-2 1/2"2'-10"8'-6 1/2"3'3"
3'2'-11 1/2"
4'-6"5'4'-6"
2'
58'
12' 5' 8' 7'-5 1/2" 3'-6 1/2" 22'������������������������
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----�������� ������������Outside air supply and exhaust for90% eff gas appliances through rimand chase to terminate throughmechanical soffit to floor rim above. Must be located minimum 36" fromany opening to conditioned livingspace.
��������'''' ����!!!!!!!!����
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42" x 80"Archway
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2650 FX
Floor Drain
Provide Artificial light @ (6)Footcandles
ICC
/UL
ap
pro
ved
B-V
en
tG
as F
irep
lace v
en
tsth
rou
gh
ro
of
No Cooking
Raised counter to 46"
Provide MechanicalVentilation with outside air
intake, Min 90cfm exhaust fan
32" x
80"
Arc
hw
ay
32" x 80"Archway
48" x
90"
Arc
hw
ay
48" x
90"
Arc
hw
ay
5050S
L (
Eg
ress)
90" t
o t
op
2040S
H 9
0" t
o t
op
(2) 3050 SH (Egress) 90" to top
28682040 DHSH 90" to top
6070 T
em
pere
d s
lid
ing
pati
o d
oo
r
5050 SL 90" to top
2650 FX
2668
3068
2868Louvered
5068 B
P
2668
2468
2068
2068
2668
6068 B
P
2468
(2) 2668
1) BASEMENT CEILING HEIGHTS (Basement Finish Optional): 7'-7 1/2" Minimum Ceiling Height. Beams, Girders and Ducts mayproject up to 10" below required height.Nominal 9' Standard basement ceiling: 107" slab to floor joist with 9'foundation wall plus double (3") sill plate, less 4" slab over footing
2) EGRESS WINDOWS: Basement includes Egress windows where indicated. Install min 15sq ft well at all subgrade basement windows with min 36" dimension. Provide ladder where well is deeper than 44" below grade. First rung ofladder to be within 18" of grade. Minimum Egress opening dimensions: Height: 24", Width: 20", 5.7sq ft Maximum sill height: 44"
3) VENTED EXHAUST FANS: Vented Exhaust Fans located as indicated by , terminate throughjoist cavity or duct soffit and out floor rim as indicated by arrows andmay not terminate within 36" of any opening which allows air intooccupied area Provide backdraft damper.
4) DRYER VENT Dryer vent terminates Floor rim below to exterior wall as indicated byarrow. Maximum dryer vent duct: 25', allow 5' for each elbow. Providebooster fan for extended duct length. Dryer vent may not terminate within 36" of any opening that allowsair into occupied area. Provide backdraft damper Provide 100 sq in make-up air
5) STAIRS: Install minimum 1/2" drywall, firetaped, all surfaces under stairs ifenclosed and accessible. Provide Handrail minimum 34", maximum 38" from stair nosing. Provide minimum 36" half wall or guardrail at open landings andbalconies. Maximum Riser: 7 3/4"", Minimum Tread: 10", Maintain Minimum 6'-8" Head Clearance
6) WATER HEATERS: Bradford-White #MI5036FBN: 50 gallon capacity, 86 gallon First HourRating, 40,000BTU Input Provide combustion air and clearances per IMC for gas appliances.
7) SMOKE and CO DETECTORS: Smoke Detectors located as indicated by interconnected and toall other floors with battery back-up. Carbon Monoxide detector shall be installed within 15 ft of allbedroom entrances. Multiple detectors to be interconnected.
8) Provide low resistance return air path to all closed rooms. Recommend 1" clearance at bottom of door.
9) Allow Floor Lift under non-bearing partitions Treated or redwood sill plate on surface with bottom plate of wallelevated 3" above sill plate held in place with 6" spike @4' max oc.
10) Provide outside combustion air to gas appliances in basement.
BASEMENT GENERAL NOTES:SCALE: 1/4" = 1'
CR
OS
S S
EC
TIO
N
CR
OS
S S
EC
TIO
N
2650SH90" to top
Min 3" clearance
Half walls to 36"
Half
walls t
o 3
6"
TT TTee eerr rr rr rryy yy CC CC DD DDee eess ssii ii gg ggnn nn SS SSee eerr rr vv vvii ii cc ccee eess ss
5620 Old Farm Terrace
Colorado Springs, CO 80917
www.tchomedesign.com 719-964-2568
4/18
/201
488
83 S
hip
man
Ln.
Colo
rado S
pri
ngs,
CO
809
08
PLA
N:
SU
BC
ON
TR
AC
TO
R N
OT
E:
Ev
ery
eff
ort
has
be
en
ma
de t
o a
vo
id e
rro
rs. T
hes
e d
raw
ing
sh
ave
be
en
cre
ate
d t
o s
pec
ific
ati
on
s a
s o
utl
ine
db
y n
am
ed
cli
en
t.
Ple
ase
ve
rify
dim
en
sio
ns
an
dd
eta
ils p
rio
r to
co
mm
en
cem
en
t o
f w
ork
. D
raw
ing
s u
sed
on
sit
e m
us
t b
e c
urr
en
t an
dm
atc
h t
ho
se
sta
mp
ed
an
d a
pp
rove
d b
y P
PR
BD
. A
ny d
ev
iati
on
s f
rom
pla
n w
ith
ou
t ap
pro
va
l o
fn
am
ed
clie
nt
wil
l b
e m
ad
e a
t s
ub
co
ntr
ac
tors
exp
en
se a
nd
ma
y b
e s
ub
jec
t to
ba
ck-c
harg
es
an
d/o
r liti
gati
on
.
CO
PY
RIG
HT
PE
ND
ING
: T
he
se d
raw
ing
s a
re t
he
pro
pri
ete
ry w
ork
pro
du
ct
of
Te
rry
C D
esig
nS
erv
ice
s d
eve
lop
ed
fo
r th
e l
imit
ed
ex
clu
siv
e u
se
of
the
na
me
d c
lie
nt.
P
lan
s a
re s
ub
jec
t to
ch
an
ge
wit
ho
ut
no
tice
du
e t
o a
vail
ab
ilit
y o
f m
ate
ria
ls a
nd
co
de
ch
an
ge
s. U
se
of
the
se d
raw
ing
s o
rp
rop
rie
tary
co
nce
pts
co
nta
ine
d t
he
rein
by o
the
rsw
ith
ou
t w
ritt
en
perm
iss
ion
of
Te
rry C
De
sig
nS
erv
ice
s is
pro
hib
ite
d a
nd
may
su
bje
ct
the
use
r to
cla
ims
fo
r d
am
ag
es a
nd
in
frin
ge
men
t p
en
alt
ies
.
Note
s an
dR
evis
ions:
Dra
wn
By:
Ter
ry C
arls
on
719-
964-
2568
PLOT DATE
A R
es
ide
nc
e F
or:
3SHEET
of 8
Sit
e s
pe
cif
ic s
ing
lefa
mil
y r
es
iden
ce
719-
510-
6253
Subje
ct to P
PR
BD
Appro
val a
nd S
tam
p
12
79
0 H
err
ing
Rd
Co
lora
do
Sp
rin
gs
, C
O
80
90
8
Se
e s
ite
pla
n f
or
leg
al
de
sc
rip
tio
n
CO
NS
TR
UC
TIO
N E
DIT
ION
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D/W
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F.
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15''
15''
15''15''
15''
15''
5'-0 1/16"
9'-6
1/2
"
2'
6'-5
1/2
"
5'-0 1/16"
3'-
1 3
/16"
3'-
3 5
/8"
5'-
4 1
/16"
2'-
4 1
5/1
6"
7'-1
5/1
6"
4'-3" 12'-9 1/2" 17'-2" 2'-5"
4'-3 7/16"
4'-3
1/1
6"
9'-
1 1
/2"
1'-
1"
2'-
11"
3'-
7 7
/16"
2'-2 1/8"
2'-2 5/8"
2'-4 7/8" 11'-5 1/8" 16'-5 1/2"
5'-
5"
11'-
4 1
/2"
9'-
8"
3'-
5 1
/2"
18'-
10 1
/2"
8'-1" 3'-5 1/2" 5'-7" 15'-0 1/2" 3'-9" 3'-4" 2'-4 1/2" 3'-7" 3'-5 1/2" 2'-3" 7'-1"
18'-
10 1
/2"
2'-
4 1
/2"
12'-
9"
6'
8'
4'-6" 5' 4'-6"
2'
6'
2'
44'
10'
14'-
9 1
/2"
4'-
1"
2'-
4 1
/2"
12'-
9"
4'
3'
3"
3'
3"
3'
9'-
1"
1'-
6"
6'-
6"
1'-
6"
1'-
11"
58'
2'16'14'13'15'
1'-7 1/4"3'
3"3'
3"3'
1'-10 3/4"1'-10"3'
3"3'
3"3'
1'-4 1/2"
2'
38'-
6 1
/2"
3'-
3"
3'-
1 1
/2"
5'-
10 1
/2"
18'-
3 1
/2"
8'
4'-
0 3
/4"
2'
1'-
6 9
/16"
4'
4'-
11 3
/16"
1'-
6"
7'
1'-
6"
4'
36'-10 5/8"
28'
8'-10 5/8"
6'
4'
8'
4'
6'
32'
2'
30'
9'
4'
11'-0
13/
16"
3'
2'-1
1 3/
16"
50'
13'-6 1/2"
2'-5 1/2"
22'
12'
3'
8'
8'
3'
1'-6"
9'
1'-6"
2'
2'
6'
2'
4'
36'
12' 4'-10" 8'-2" 7'-2" 3'-10"
1'-6"2' 2'-9" 5'-6"
1'-3"6 1/2"2' 1'-9" 2'
10 1/2"10 1/2"2'
11 1/2"
4' 4' 4'
6'
6'
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ICC/UL approved direct-Vent Gas Fireplace ventsthrough wall
9' Vaulted
10' w/tray to 11'
10' ceiling
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1640S
H
Rais
ed
bar
to 4
6"
CR
OS
S S
EC
TIO
N
9' Vaulted
8' vaulted
1640S
H
9' ceiling
8' Vaulted
9' ceiling
CR
OS
S S
EC
TIO
N
4066SH Arched top 104" to top
10' ceiling
10' ceiling9' ceiling
9' vaulted
1) CEILINGS AND WALLS Standard ceilings: 10' except where otherwise indicated. Verify plateheights with framing plans. Garage ceiling: 85 1/8" from framed subfloor. Standard exterior walls: 2x6@16"oc UON
2) WINDOWS: All window header heights 84" from subfloor UON Provide one Egress window at all bedrooms. Minimum Egress opening dimensions: Height: 24", Width: 20", 5.7 sq ft Maximum Egress sill height: 44"
3) VENTED EXHAUST FANS: Vented Exhaust Fans located as indicated by , terminate through roofor through floor rim as indicated by arrows and may not terminate within 36"of any opening which allows air into occupied area. Where no arrow is indicated, exhaust fan vents straigt up through roof. Provide backdraft damper.
4) DRYER VENT Dryer vent terminates Floor rim below to exterior wall as indicated by arrow. Maximum dryer vent duct: 25', allow 5' for each elbow. Dryer vent may not terminate within 36" of any opening that allows air intooccupied area. Provide backdraft damper Provide 100 sq in make-up air
5) STAIRS and BALCONIES: Install minimum 1/2" drywall, firetaped, all surfaces under stairs if enclosedand accessible. Provide Handrail minimum 34", maximum 38" from stair nosing. Provide minimum 36" half wall or guardrail at open landings and balconies. Maximum Riser: 7 3/4", Minimum Tread: 10", Maintain Minimum 6'-8" HeadClearance
6) SMOKE DETECTORS: Located as indicated by Interlinked together and to all other floors withbattery back-up Carbon Monoxide detector installed within 15 ft of all bedroom entrances.Multiple detectors to be interconnected.
7) DISHWASHER Provide air gap device at dishwasher.
8) GARAGE 5/8" type X sheetrock at ceiling and common wall firetaped. Wrap all structural members. Provide minimum 1/8" slope per 1' at floor for drainage.
9) ARCH RADIUS Use opening width for arch radius at all arched windows and archways.
10) Provide low resistance return air path to all closed rooms. Recommend1" clearance at bottom of door.
GENERAL NOTES:
SCALE: 1/4" = 1'
2040SH 90" to top2040SH 90"to top
(2)2040FX 90" to topnot tempered if over60" from landing
2040SH 90"
to top
2040SH 90"
to top
2868
20 m
inute
rate
d
tight f
ittin
g door
16' x 8' Overhead D
oor
9' x 8' Overhead D
oor
TOTAL G
ARAG
E AREA: 1,008 sq ft
5/8" type X sheetrock at ceiling and comm
on wall firetaped.
Minim
um 16"oc support fram
ing.
Wrap all structural m
embers. (S
ee general note 8)
2868
4040SL
4040SL
4040
SL
2040S
H 9
0"
to t
op
4040S
L t
em
pere
d, 90" t
o t
op
2468
2468pkt
2868
2468
2468p
kt
2668
2668
1650S
H 9
0" t
o t
op
1650S
H 9
0" t
o t
op
B Vent flue
2068
8080 Tempered Patio door
5050SL
6070 T
em
p p
ati
o d
oo
r
3050SH 3050SH3050SH3050SH 3050FX 3050FX
3050F
X3050S
H3050S
H
5068BP
2668
2468
5680Entry set w/tempered sidelites
NICHE
HV
AC
ven
t ch
ase
TT TTee eerr rr rr rryy yy CC CC DD DDee eess ssii ii gg ggnn nn SS SSee eerr rr vv vvii ii cc ccee eess ss
5620 Old Farm Terrace
Colorado Springs, CO 80917
www.tchomedesign.com 719-964-2568
4/18
/201
488
83 S
hip
man
Ln.
Colo
rado S
pri
ngs,
CO
809
08
PLA
N:
SU
BC
ON
TR
AC
TO
R N
OT
E:
Ev
ery
eff
ort
has
be
en
ma
de t
o a
vo
id e
rro
rs. T
hes
e d
raw
ing
sh
ave
be
en
cre
ate
d t
o s
pec
ific
ati
on
s a
s o
utl
ine
db
y n
am
ed
cli
en
t.
Ple
ase
ve
rify
dim
en
sio
ns
an
dd
eta
ils p
rio
r to
co
mm
en
cem
en
t o
f w
ork
. D
raw
ing
s u
sed
on
sit
e m
us
t b
e c
urr
en
t an
dm
atc
h t
ho
se
sta
mp
ed
an
d a
pp
rove
d b
y P
PR
BD
. A
ny d
ev
iati
on
s f
rom
pla
n w
ith
ou
t ap
pro
va
l o
fn
am
ed
clie
nt
wil
l b
e m
ad
e a
t s
ub
co
ntr
ac
tors
exp
en
se a
nd
ma
y b
e s
ub
jec
t to
ba
ck-c
harg
es
an
d/o
r liti
gati
on
.
CO
PY
RIG
HT
PE
ND
ING
: T
he
se d
raw
ing
s a
re t
he
pro
pri
ete
ry w
ork
pro
du
ct
of
Te
rry
C D
esig
nS
erv
ice
s d
eve
lop
ed
fo
r th
e l
imit
ed
ex
clu
siv
e u
se
of
the
na
me
d c
lie
nt.
P
lan
s a
re s
ub
jec
t to
ch
an
ge
wit
ho
ut
no
tice
du
e t
o a
vail
ab
ilit
y o
f m
ate
ria
ls a
nd
co
de
ch
an
ge
s. U
se
of
the
se d
raw
ing
s o
rp
rop
rie
tary
co
nce
pts
co
nta
ine
d t
he
rein
by o
the
rsw
ith
ou
t w
ritt
en
perm
iss
ion
of
Te
rry C
De
sig
nS
erv
ice
s is
pro
hib
ite
d a
nd
may
su
bje
ct
the
use
r to
cla
ims
fo
r d
am
ag
es a
nd
in
frin
ge
men
t p
en
alt
ies
.
Note
s an
dR
evis
ions:
Dra
wn
By:
Ter
ry C
arls
on
719-
964-
2568
PLOT DATE
A R
es
ide
nc
e F
or:
4SHEET
of 8
Sit
e s
pe
cif
ic s
ing
lefa
mil
y r
es
iden
ce
719-
510-
6253
Subje
ct to P
PR
BD
Appro
val a
nd S
tam
p
12
79
0 H
err
ing
Rd
Co
lora
do
Sp
rin
gs
, C
O
80
90
8
Se
e s
ite
pla
n f
or
leg
al
de
sc
rip
tio
n
CO
NS
TR
UC
TIO
N E
DIT
ION
5'-
11 1
/2"
5'-
10 3
/4"
2'-1 3/4"6' 7' 13' 13'-8 1/2" 8' 6' 4'-1 3/4"
13'-
10 1
/4"
18'
16'
1'-
7 7
/8"
8'-
3 1
/2"
17'-
8 1
/2"
8'
5' 8' 11'2'
6'
6'
12' 24'
14'
18'
8'
30'-
6 1
/2"
6'
6'
2' 6' 42' 6' 2'
28' 14' 16'
8'
6'
10'
34'
10'
1'
8'-
5"
22'-
7"
25'-10"7'-2"25'
16'
16'
11'-1 3/4" 16'-8" 14'-5 1/2" 15'-8 3/4"
Co
lum
nC
en
ters
Concrete Lintel
See Deck Framing notes
W 10x 30
W 1
0x 4
5 w
/2x8 g
lue
d a
nd
sh
ot
to t
op
fla
ng
e
5 1/8" x 10 1/2" GLB 16F-V2 AYP Exposed
(2)2
x10
(2)2x10 (2)2x10 (2)2x10
W 10x 30 W 10x 30
(2)2x10
ColumnCenters
ColumnCenters
Co
lum
nC
en
ters
StairwellOpening
StairwellOpening
Sta
irw
ell
Op
en
ing
See Deck Framing notes
1 3/4" x 11 7/8" 1.55E TS LSL
W 1
0x 2
6 w
/2x6 g
lue
d/s
ho
t to
to
p f
lan
ge
1 3
/4" x
11 7
/8" 1
.55E
TS
LS
L
1 3
/4" x
11 7
/8" 1
.55E
TS
LS
L
(3)1
3/4
" x 1
1 7
/8"
LV
L(3
)2x6
(3)2
x6
W 10 x15 (5) 2x6(2) 2x6
W 10x 30 (3)2x6(3)2x6 SCH 40
SCH 40
SCH 40
(4)2
x6
W 1
0x 1
2 w
/2x4 g
lue
d a
nd
sh
ot
to t
op
fla
ng
e
1 3/4" x 11 7/8" 1.55E TS LSL
IUS1.81/11.88 IUS1.81/11.88
IUS1.81/11.88IUS1.81/11.88
Sta
irw
ell
Op
en
ing
See Front Porch Framing notes
SCALE: 1/4" = 1'
1) Ledger: As indicated on plan 2x10 to floor rim w/(3)galv 12d and (2)1/4"x4 1/2"Ledgerlok@16"oc (typ) 66 psf (Tributary load)2) Structural Rim: As noted on framing plan3) Deck Joist: 2x10@16"oc to rim, beam or ledger w/LUS210, Use LS70 at ledger ends4) Columns: 6x6 or (3)2x6 to beam w/LPC6Z, to concretebelow w/EPB66 (typ) UON5) Decking: 2x6 Trex perpendicular6) Guardrail: Min 36" Rail with Max 4" openings7) Stairs: Min 10" Tread, Max 7 3/4" Riser with handrail min34"/max 38" from nose if any.8) No hot Tub
DESIGN LOADS: No Hot tubLive Load: 40psfDead Load: 15psfTotal Load: 55psfLedger: 66psf (Tributary Area)
DECK FRAMING: No hot tub
SCALE: 1/4" = 1'
1) Joist: 11 7/8" BCI 6000 @16"oc w/IUS2.06/11.88 hangers2) Rim: 11 7/8" Timberstrand or equivalent (Typ) UON3) Framed Walls: 2x6@16"oc (if any)4) (1)1 3/4" x 11 7/8" 1.55E TS LSL at all stairwell surfacesUON5) Default Header: 3 1/2" x 5 1/2" 1.3E LSL 2t/2k UON 6) Default Column: 3" dia adjustable steel column UON,SHEDULE 40 where indicated.7) Stair Landings: 2x8@16"oc to (2)2x8 rims w/LUS26. Hang landing beams from flush floor beams above w/CS16 straps @ea beam end. Lap straps 10" min each end,do not nail into end grain, provide 2x backer full length ofstrap.8) Dimensions: Framing: Rim to rim Columns and Beam Pockets: Framed wall exterior orConcrete surface to center Stairwell: Rim or exterior of concrete wall surface tostairwell surface9) DESIGN LOADS:Live Load: 40 psfDead Load: 10 psfTotal Load: 50 psf
FLOOR FRAMING PLAN
*
FRONT PORCH FRAMING1) Top of framing 4 3/4" below top of main subfloor2) Ledgers: Joists hang from LSL floor rim w/LUS26 3) Rim: Joists hang from sill plate w/JB28 hanger 4) Joists: 2x8 @12"oc to LSL Rim w/LUS28. Use LS70 at corners.4) Subfloor: 5/8" Treated CDX7) Topping: Apply waterproof roofing membrane over deck under concretetopping Avg 3 1/8" 6 sack 3/8- agg concrete topping reinforced w/fibermesh Topping to be flush with main subfloor along walls to -2 1/8"at rim (drainage slope) Flash Stucco/stone to top at edges along walls. 6) Porch Design Loads: Live Load 40psf Dead Load 55psf Total Load 95psf
Co
lum
nC
en
ters
Co
lum
nC
en
ters
Co
lum
nC
en
ters
*
1t/
1k
*
2t/
2k
2t/2k 2t/2kContinuous Hdr*2t
*
1t/1k
*
1t/1k
2t/
2k
*
2t/2k
*
2t/2k 2t/2k2t 2t
Continuous Hdr*
CR
OS
S S
EC
TIO
N
CR
OS
S S
EC
TIO
N
TT TTee eerr rr rr rryy yy CC CC DD DDee eess ssii ii gg ggnn nn SS SSee eerr rr vv vvii ii cc ccee eess ss
5620 Old Farm Terrace
Colorado Springs, CO 80917
www.tchomedesign.com 719-964-2568
4/18
/201
488
83 S
hip
man
Ln.
Colo
rado S
pri
ngs,
CO
809
08
PLA
N:
SU
BC
ON
TR
AC
TO
R N
OT
E:
Ev
ery
eff
ort
has
be
en
ma
de t
o a
vo
id e
rro
rs. T
hes
e d
raw
ing
sh
ave
be
en
cre
ate
d t
o s
pec
ific
ati
on
s a
s o
utl
ine
db
y n
am
ed
cli
en
t.
Ple
ase
ve
rify
dim
en
sio
ns
an
dd
eta
ils p
rio
r to
co
mm
en
cem
en
t o
f w
ork
. D
raw
ing
s u
sed
on
sit
e m
us
t b
e c
urr
en
t an
dm
atc
h t
ho
se
sta
mp
ed
an
d a
pp
rove
d b
y P
PR
BD
. A
ny d
ev
iati
on
s f
rom
pla
n w
ith
ou
t ap
pro
va
l o
fn
am
ed
clie
nt
wil
l b
e m
ad
e a
t s
ub
co
ntr
ac
tors
exp
en
se a
nd
ma
y b
e s
ub
jec
t to
ba
ck-c
harg
es
an
d/o
r liti
gati
on
.
CO
PY
RIG
HT
PE
ND
ING
: T
he
se d
raw
ing
s a
re t
he
pro
pri
ete
ry w
ork
pro
du
ct
of
Te
rry
C D
esig
nS
erv
ice
s d
eve
lop
ed
fo
r th
e l
imit
ed
ex
clu
siv
e u
se
of
the
na
me
d c
lie
nt.
P
lan
s a
re s
ub
jec
t to
ch
an
ge
wit
ho
ut
no
tice
du
e t
o a
vail
ab
ilit
y o
f m
ate
ria
ls a
nd
co
de
ch
an
ge
s. U
se
of
the
se d
raw
ing
s o
rp
rop
rie
tary
co
nce
pts
co
nta
ine
d t
he
rein
by o
the
rsw
ith
ou
t w
ritt
en
perm
iss
ion
of
Te
rry C
De
sig
nS
erv
ice
s is
pro
hib
ite
d a
nd
may
su
bje
ct
the
use
r to
cla
ims
fo
r d
am
ag
es a
nd
in
frin
ge
men
t p
en
alt
ies
.
Note
s an
dR
evis
ions:
Dra
wn
By:
Ter
ry C
arls
on
719-
964-
2568
PLOT DATE
A R
es
ide
nc
e F
or:
5SHEET
of 8
Sit
e s
pe
cif
ic s
ing
lefa
mil
y r
es
iden
ce
719-
510-
6253
Subje
ct to P
PR
BD
Appro
val a
nd S
tam
p
12
79
0 H
err
ing
Rd
Co
lora
do
Sp
rin
gs
, C
O
80
90
8
Se
e s
ite
pla
n f
or
leg
al
de
sc
rip
tio
n
CO
NS
TR
UC
TIO
N E
DIT
ION
TR-9
TR-1
TR-26
TR-9
TR-28
TR-1
5
TR-1
TR-29
TR-10
TR-1
TR-27
TR-11
TR-29
TR-6
TR-12
TR-3
TR-4
TR-5
TR-6
TR-8
TR-6
TR-6
TR-6
TR-7
TR-7
TR-8
TR
-23
TR-32
TR-2
TR-13
TR-14
TR
-15
TR
-15
TR
-15
TR
-15
TR
-15TR
-16
TR
-17
TR
-17
TR
-17
TR
-18
TR
-19
TR
-20
TR
-21
TR
-22
TR
-24
TR
-25
TR
-25
TR
-25
TR-29
TR-30
TR-31
TR-32
TR-33
TR-37
TR-32
TR-34
TR-35
TR-36
TR
-43
TR-38
TR-39
TR-40
TR-41
TR-42TR-42
TR
-43
TR-51
TR
-43
TR-4
4
TR-4
5
TR-4
6
TR-4
7
TR-4
8
TR-4
9
TR-5
0
TR-59
TR-52
TR-53
TR-54
TR-55
TR-56
TR-57
TR-58
TR-57
TR-59
TR-60
TR-61
TR-62
TR-62
TR-62
TR-63
TR-6
4
TR-6
5
TR-6
6
TR-6
7
TR-32
TR
-43
TR-1
5
TR-6
7
TR-56
2'
1'-
6"
5' 8' 11'
12' 24'
6'
12'
22'
16'
30'
2'
28'
8'-10 5/8"
4'
8'
6'-
6"
3'
21'-
0 1
/2"
15' 13'-3 1/2" 13'-8 1/2"
15' 13' 14' 16'
14'
34'
10'
2'
2'
2'
2'2'
2'
8'
2'
2'
1'-
10 1
/2"
Set TR-1 and TR-2 back 4 1/2" toclear faux timber frame accent
Balloon frame 2x6@16"octo bottom chord of TR-5
(2)1
3/4
" x 9
1/2
" 1.5
5E
LS
L, 115 1
/8"
to t
op
Balloon frame 2x6@16"oc to bottom chord of TR-28
121 1/8"
(2)1
3/4
" x 9
1/2
" 1.5
5E
LS
L, 115 1
/8"
to t
op
109 1/8"
(2)1 3/4" x 18" LVL Continuous to w
all
corners. (See portal frame detail R
602.10.3.3)
(2)2
x6
(2)2
x6
EXPOSED TO WIND
CR
OS
S S
EC
TIO
N
2x4@
24"o
c r
aft
ers
ove
r b
asem
en
tp
roje
cti
on
to
flo
or
rim
w/A
34
ROOF FRAMING PLAN
3 1
/2""
x 7
1/4
"" 1
.3e
LS
L, 97 1
/8" t
o b
ott
om
SCALE: 1/4" = 1'
1) 6/12 Pitch 0-6-6 heel w/16 1/2" plumb cut tails UON. Specific heels heightsindicated on plan are for total heel.2) Gable trusses: Continuous bearing available except where noted otherwise,18" gable eave overhang.3) Use (1)H2.5T at all truss and Rafter Bearings UON4) Default Header: 3 1/2" x 5 1/2" 1.3E TS LSL 1t/1k UON Header Ht: 84" UON.5) Exterior Walls: 2x6 @16"oc, 0-5-8 bearing, DF top plates recommended UON. Garage Exterior walls: 2x4@16"oc, 0-3-8 bearing UON. Hatched walls indicate Interior Bearing: 2x4@16"oc 0-3-8 bearing UON6) Provide sheathing under all valley trusses (if any).7) Truss Blocking where heel is greater than 8" (0-8-0)8) Wall Heights indicated are relative to Main Level Framed Subfloor, 121 1/8"UON.9) Balloon frame to bottom chord of vaulted trusses: 2x6@16"oc up to 15',12"oc over 15', UON.10) Provide Ice and water shield protection from edge of eave to 24" fromoutside of exterior wall at elevations above 7,000 ft.
DESIGN LOADS: Over 7,000 ft elevation w/asphalt roofing Live Load: 40psf Snow: Flat Roof (Pf): 40psf Unbalanced (pg): 27psfDead Load: 15psfTotal Load: 55psfWind: 100 mph exposure C
Hangers and hardware indicated using Simpson part numbers. Engineering anddesign is based on each manufacturer's design criteria. Manufacturer's designcriteria supercedes cross reference schedules.
*
1000 lb strap(LSTA24)
Min. double2x4 post
Typical portalframeconstruction
Extent of headerDouble portal frame (two braced wall panels)
Extent of headerSingle portal frame (one braced wall panel)
Min. 3" x 11-1/4" net header
6' to 18'
Fasten top plate to headerwith two rows of 16d sinker.Nails at 3 in. o.c. typ.
Front Elevation
1000 lb strap LSTA24 opposite sheathing
FIGURE R602.10.3.3 2009IRC
METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS
Max. �� ��
Heig
ht 1
0'
Fasten sheathing to header with8d common or galvanized boxnails in 3 in. grid pattern asshown and 3 in. o.c. in all framing(studs, blocking, and sills) typ.
Min. 2x4 framing
See Section R602.10.3.3
3/8" min. thickness wood structural panel sheathing
Min. 1000 lb tie-down device
Min. length = 16 in. for one story,min. length = 24 in. for use in thefirst of two story structures.
Min. 4200 lb tie-down device(STHD14) embedded intoconcrete and nailed into framing.
For a panel splice (if needed),panel edges shall occur overand be nailed to commonblocking, and occur withinmiddle 24 in. of wall height.One row of 3 in. o.c. nailing isrequired in each panel edge.
3 1
/2""
x 7
1/4
"" 1
.3e
LS
L, 97 1
/8" t
o b
ott
om
2x4@
24"o
c r
aft
ers
ove
r b
asem
en
tp
roje
cti
on
to
flo
or
rim
w/A
34
TR-1 spans wall, no hdr
Balloon frame 2x6@16"oc to bottom chord of TR-30. See note 9.
#
2x4@
16"o
c b
rg w
all
to
109 1
/8
TR-2 spans wall, no hdr
2x4 2
16"o
c b
rg w
all t
o 1
21 1
/8"
#
##
109 1
/8"
*
1t/
1k
*
1t/
1k
1t/
1k
2t
2t
1t/
1k
109 1/8"
Co
nti
nu
ou
s H
dr
1t/1k 2t/1k2t 2tContinuous Hdr: (2)1 3/4" x 9 1/2" 1.55E LSL
2t 2t1t/1k 1t/1k
Continuous Hdr *
(2)1
3/4
" x 9
1/2
" 1.5
5E
LS
L 2
T/2
K
109 1
/8"
2k2kTR-28 spans window, no header
TR-30 spans opening, no header2k 2k
*1t/
1k
*1t/
1k
*1t/
1k
*2t/
2k
TR-63 Spans w
indows, no header
* 1t/1k
* 1t/1k
*1t/1k*1t/1k*1t/1k*1t/1k 3 1/2" x 7 1/4" 1.3e LSL 2T/2K
109 1/8"
2k2kTR-5 spans opening, no header
EXPOSED TO WIND
Gir
der
Girder
Gir
der
109 1
/8"
109 1
/8"
121 1/8"
121 1
/8"
121 1
/8"
121 1/8" 121 1/8"
97 1
/8"
97 1
/8" 97 1/8"
97 1
/8"
2x6
@16
" oc
brg w
all to
109
1/8
"
109 1/8"
109 1
/8"
109 1/8"
(2)2
x6
109 1
/8"
109 1
/8"
109
1/8"
85 1/8"
73 1
/8"
73 1/8"
73 1/8"
73 1
/8"
73 1
/8"
85 1
/8"
73 1/8"
73 1/8"
85 1/8"
85 1/8"
85 1
/8"
109 1/8"
109 1/8"
PORCH ROOF COLUMNS(typ) Quantity: 2(3)2x6 with LPC6Z Cap andABU66 Base w/5/8" Dia.Expansion anchors w/6"Min. Embedment intoFoundationOR6x6 with LPC6Z Cap andABE66 Base w/1/2" Dia.Expansion anchors w/6"Min. Embedment intoFoundation
#
# #
PORCH ROOFCOLUMNS (typ) quantity: 4(3)2x6 with LPC6Z Capand ABU66 Base w/5/8"Dia. Expansion anchors w/6" Min. Embedment intoFoundationOR6x6 with LPC6Z Cap andABE66 Base w/1/2" Dia.Expansion anchors w/6"Min. Embedment intoFoundation
#
*
1t/
1k
2x4 @
16"
oc b
eari
ng
wall t
o 1
09 1
/8"
CR
OS
S S
EC
TIO
N
(2)2
x6
Step Ceiling to 133 1/8"
Set TR-26 back 4 1/2" to clearfaux timber frame accent
Ste
p C
eilin
g t
o 1
33 1
/8"
Ste
p C
eilin
g t
o 1
33 1
/8"
Step Ceiling to 133 1/8"
*
TR-26 spans wall, no hdr
(2)1
3/4
" x 1
1 7
/8"
LV
L, 103 1
/8" t
o t
op
(2)1
3/4
" x 1
1 7
/8"
LV
L, 103 1
/8" t
o t
op
*
(2) 1 3/4" x 9 1/2" 1.55E LSL, 3t/3k
2k
2k
2k
2k
1t/1
k
*
* 2t/2
k
1t/
1k
(2)2
x6
(2)2
x6
TT TTee eerr rr rr rryy yy CC CC DD DDee eess ssii ii gg ggnn nn SS SSee eerr rr vv vvii ii cc ccee eess ss
5620 Old Farm Terrace
Colorado Springs, CO 80917
www.tchomedesign.com 719-964-2568
4/18
/201
488
83 S
hip
man
Ln.
Colo
rado S
pri
ngs,
CO
809
08
PLA
N:
SU
BC
ON
TR
AC
TO
R N
OT
E:
Ev
ery
eff
ort
has
be
en
ma
de t
o a
vo
id e
rro
rs. T
hes
e d
raw
ing
sh
ave
be
en
cre
ate
d t
o s
pec
ific
ati
on
s a
s o
utl
ine
db
y n
am
ed
cli
en
t.
Ple
ase
ve
rify
dim
en
sio
ns
an
dd
eta
ils p
rio
r to
co
mm
en
cem
en
t o
f w
ork
. D
raw
ing
s u
sed
on
sit
e m
us
t b
e c
urr
en
t an
dm
atc
h t
ho
se
sta
mp
ed
an
d a
pp
rove
d b
y P
PR
BD
. A
ny d
ev
iati
on
s f
rom
pla
n w
ith
ou
t ap
pro
va
l o
fn
am
ed
clie
nt
wil
l b
e m
ad
e a
t s
ub
co
ntr
ac
tors
exp
en
se a
nd
ma
y b
e s
ub
jec
t to
ba
ck-c
harg
es
an
d/o
r liti
gati
on
.
CO
PY
RIG
HT
PE
ND
ING
: T
he
se d
raw
ing
s a
re t
he
pro
pri
ete
ry w
ork
pro
du
ct
of
Te
rry
C D
esig
nS
erv
ice
s d
eve
lop
ed
fo
r th
e l
imit
ed
ex
clu
siv
e u
se
of
the
na
me
d c
lie
nt.
P
lan
s a
re s
ub
jec
t to
ch
an
ge
wit
ho
ut
no
tice
du
e t
o a
vail
ab
ilit
y o
f m
ate
ria
ls a
nd
co
de
ch
an
ge
s. U
se
of
the
se d
raw
ing
s o
rp
rop
rie
tary
co
nce
pts
co
nta
ine
d t
he
rein
by o
the
rsw
ith
ou
t w
ritt
en
perm
iss
ion
of
Te
rry C
De
sig
nS
erv
ice
s is
pro
hib
ite
d a
nd
may
su
bje
ct
the
use
r to
cla
ims
fo
r d
am
ag
es a
nd
in
frin
ge
men
t p
en
alt
ies
.
Note
s an
dR
evis
ions:
Dra
wn
By:
Ter
ry C
arls
on
719-
964-
2568
PLOT DATE
A R
es
ide
nc
e F
or:
6SHEET
of 8
Sit
e s
pe
cif
ic s
ing
lefa
mil
y r
es
iden
ce
719-
510-
6253
Subje
ct to P
PR
BD
Appro
val a
nd S
tam
p
12
79
0 H
err
ing
Rd
Co
lora
do
Sp
rin
gs
, C
O
80
90
8
Se
e s
ite
pla
n f
or
leg
al
de
sc
rip
tio
n
CO
NS
TR
UC
TIO
N E
DIT
ION
8'-
11"
1'-
0 5
/8"
9'-
1 1
/8"
12'-
2 1
/16"
��������!!!!�������� ���� ����....��������####!!!!����
12
6 typProvide ice and water shield protectionfrom edge of eave to 24" in from outsideof exterior wall required at elevationsabove 7,000 ft.
Finish Grade: Allow 6"separation from wood productand drainage slope 6" in first 10'
SCALE: 1/4" = 1'
9' Ceiling
Subfloor
Top of Wall
Basement Slab
Stucco w/metal latheover building paperover 15/32" OSB wallsheathing. Simulated5/4 x 6 trim pop-outs.
Class A AsphaltShingle Roofing
����####%%%%���� ���� ����....��������####!!!!����SCALE: 1/4" = 1'
TT TTee eerr rr rr rryy yy CC CC DD DDee eess ssii ii gg ggnn nn SS SSee eerr rr vv vvii ii cc ccee eess ss
5620 Old Farm Terrace
Colorado Springs, CO 80917
www.tchomedesign.com 719-964-2568
4/18
/201
488
83 S
hip
man
Ln.
Colo
rado S
pri
ngs,
CO
809
08
PLA
N:
SU
BC
ON
TR
AC
TO
R N
OT
E:
Ev
ery
eff
ort
has
be
en
ma
de t
o a
vo
id e
rro
rs. T
hes
e d
raw
ing
sh
ave
be
en
cre
ate
d t
o s
pec
ific
ati
on
s a
s o
utl
ine
db
y n
am
ed
cli
en
t.
Ple
ase
ve
rify
dim
en
sio
ns
an
dd
eta
ils p
rio
r to
co
mm
en
cem
en
t o
f w
ork
. D
raw
ing
s u
sed
on
sit
e m
us
t b
e c
urr
en
t an
dm
atc
h t
ho
se
sta
mp
ed
an
d a
pp
rove
d b
y P
PR
BD
. A
ny d
ev
iati
on
s f
rom
pla
n w
ith
ou
t ap
pro
va
l o
fn
am
ed
clie
nt
wil
l b
e m
ad
e a
t s
ub
co
ntr
ac
tors
exp
en
se a
nd
ma
y b
e s
ub
jec
t to
ba
ck-c
harg
es
an
d/o
r liti
gati
on
.
CO
PY
RIG
HT
PE
ND
ING
: T
he
se d
raw
ing
s a
re t
he
pro
pri
ete
ry w
ork
pro
du
ct
of
Te
rry
C D
esig
nS
erv
ice
s d
eve
lop
ed
fo
r th
e l
imit
ed
ex
clu
siv
e u
se
of
the
na
me
d c
lie
nt.
P
lan
s a
re s
ub
jec
t to
ch
an
ge
wit
ho
ut
no
tice
du
e t
o a
vail
ab
ilit
y o
f m
ate
ria
ls a
nd
co
de
ch
an
ge
s. U
se
of
the
se d
raw
ing
s o
rp
rop
rie
tary
co
nce
pts
co
nta
ine
d t
he
rein
by o
the
rsw
ith
ou
t w
ritt
en
perm
iss
ion
of
Te
rry C
De
sig
nS
erv
ice
s is
pro
hib
ite
d a
nd
may
su
bje
ct
the
use
r to
cla
ims
fo
r d
am
ag
es a
nd
in
frin
ge
men
t p
en
alt
ies
.
Note
s an
dR
evis
ions:
Dra
wn
By:
Ter
ry C
arls
on
719-
964-
2568
PLOT DATE
A R
es
ide
nc
e F
or:
7SHEET
of 8
Sit
e s
pe
cif
ic s
ing
lefa
mil
y r
es
iden
ce
719-
510-
6253
Subje
ct to P
PR
BD
Appro
val a
nd S
tam
p
12
79
0 H
err
ing
Rd
Co
lora
do
Sp
rin
gs
, C
O
80
90
8
Se
e s
ite
pla
n f
or
leg
al
de
sc
rip
tio
n
CO
NS
TR
UC
TIO
N E
DIT
ION
������������������������ ����####%%%%���� ���� ����....��������####!!!!����SCALE: 1/4" = 1'
���������������� ���� ����....��������####!!!!����SCALE: 1/4" = 1'
TT TTee eerr rr rr rryy yy CC CC DD DDee eess ssii ii gg ggnn nn SS SSee eerr rr vv vvii ii cc ccee eess ss
5620 Old Farm Terrace
Colorado Springs, CO 80917
www.tchomedesign.com 719-964-2568
4/18
/201
488
83 S
hip
man
Ln.
Colo
rado S
pri
ngs,
CO
809
08
PLA
N:
SU
BC
ON
TR
AC
TO
R N
OT
E:
Ev
ery
eff
ort
has
be
en
ma
de t
o a
vo
id e
rro
rs. T
hes
e d
raw
ing
sh
ave
be
en
cre
ate
d t
o s
pec
ific
ati
on
s a
s o
utl
ine
db
y n
am
ed
cli
en
t.
Ple
ase
ve
rify
dim
en
sio
ns
an
dd
eta
ils p
rio
r to
co
mm
en
cem
en
t o
f w
ork
. D
raw
ing
s u
sed
on
sit
e m
us
t b
e c
urr
en
t an
dm
atc
h t
ho
se
sta
mp
ed
an
d a
pp
rove
d b
y P
PR
BD
. A
ny d
ev
iati
on
s f
rom
pla
n w
ith
ou
t ap
pro
va
l o
fn
am
ed
clie
nt
wil
l b
e m
ad
e a
t s
ub
co
ntr
ac
tors
exp
en
se a
nd
ma
y b
e s
ub
jec
t to
ba
ck-c
harg
es
an
d/o
r liti
gati
on
.
CO
PY
RIG
HT
PE
ND
ING
: T
he
se d
raw
ing
s a
re t
he
pro
pri
ete
ry w
ork
pro
du
ct
of
Te
rry
C D
esig
nS
erv
ice
s d
eve
lop
ed
fo
r th
e l
imit
ed
ex
clu
siv
e u
se
of
the
na
me
d c
lie
nt.
P
lan
s a
re s
ub
jec
t to
ch
an
ge
wit
ho
ut
no
tice
du
e t
o a
vail
ab
ilit
y o
f m
ate
ria
ls a
nd
co
de
ch
an
ge
s. U
se
of
the
se d
raw
ing
s o
rp
rop
rie
tary
co
nce
pts
co
nta
ine
d t
he
rein
by o
the
rsw
ith
ou
t w
ritt
en
perm
iss
ion
of
Te
rry C
De
sig
nS
erv
ice
s is
pro
hib
ite
d a
nd
may
su
bje
ct
the
use
r to
cla
ims
fo
r d
am
ag
es a
nd
in
frin
ge
men
t p
en
alt
ies
.
Note
s an
dR
evis
ions:
Dra
wn
By:
Ter
ry C
arls
on
719-
964-
2568
PLOT DATE
A R
es
ide
nc
e F
or:
8SHEET
of 8
Sit
e s
pe
cif
ic s
ing
lefa
mil
y r
es
iden
ce
719-
510-
6253
Subje
ct to P
PR
BD
Appro
val a
nd S
tam
p
12
79
0 H
err
ing
Rd
Co
lora
do
Sp
rin
gs
, C
O
80
90
8
Se
e s
ite
pla
n f
or
leg
al
de
sc
rip
tio
n
CO
NS
TR
UC
TIO
N E
DIT
ION
8'-
11"
1'-
0 5
/8"
10'-
1 1
/8"
10'-
10 1
/2"
CROSS SECTIONSCALE: 1/4" = 1'
Provide dampproofing below grade
2x4@16"oc FirringWall at subgrade
Egresswindows
BEDROOMCRAFT ROOM
REC ROOM
GREAT ROOM
KITCHENMASTER BEDROOM
2x6@16"oc exterior walls to 15, 12"oc over 15' to 18'2x4@16"oc interior walls except where otherwise noted.2x6@16"oc at walkout and garden level.Single bottom, douple top plates (typ)
Step footing to minimum 30" below finish grade and Provide 2" RigidFoam Insulation to extend 36" vertically or horizontally between slaband foundation wall or outside of foundation wall as slope conditionswarrant or with walkout option
4" Concrete slab with expansion joint at perimeter and isolated from interior footings
See Soils Report for footingperimeter drain specifications
See Engineer's foundation Plan forfoundation reinforcing and anchor schedule
Allow Floor Lift under non-bearing partitionsTreated or redwood sill plate on surface withbottom plate of wall elevated 3" above sill plateheld in place with 6" spike @4' max oc.
2x4 or 2x6 redwoodor treated mudsill
Finish Grade: Allow 6" separationfrom wood productand drainage slope6" in first 10'
See RESCHECK Reportand HVAC docs for
insulation R values andwindow and door U
values
11 7/8" BCI 6000 floor Joist@16"oc
3/4" t&g OSB Subfloor
Stucco w/metallathe overbuilding paperover 15/32" OSBwall sheathing
5/8" Sheetrock at 24"ocframing, 1/2" sheetrockat 12" and 16" framing
Pre-engineered Trusses@24"oc (Typ)
Provide min 4" guttersand downspouts with
3' tip ups.
Provide ice and water shield protection fromedge of eave to 24" in from outside of exteriorwall required at elevations above 7,000 ft.
Class A Asphault shingles weighing lessthan 240#/100 sq ft may be installed onlyfrom May 1st through October 31st.
15# felt paper over 15/32"OSB roof sheathing
Install Roof ventilation @1/300 of total roofarea w/half at soffit and half at ridge
12
6 typ
Basement Slab
Top of Wall
Top of Subfloor
Top of Wall 10'
Highest Ridge
6'-
11 1
/16"
STAIR SECTION
Premanufactured Stair System
Minimum 37" wide.Risers: Max 7 3/4", min 4"Treads 10 1/4" plus 1" nosingHead Clearance: Maintain 6'-8"Handrail: Min 34", Max 38"from stair Nose Max 4" openings
1/2" Drywall minimum,firetaped (all surfaces)under stairs if enclosedand accessible
Fire block atlandings
Min 36" OpenGuardrail at
Balcony w/4"max openings
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5620 Old Farm Terrace
Colorado Springs, CO 80917
www.tchomedesign.com 719-964-2568
4/18
/201
488
83 S
hip
man
Ln.
Colo
rado S
pri
ngs,
CO
809
08
PLA
N:
SU
BC
ON
TR
AC
TO
R N
OT
E:
Ev
ery
eff
ort
has
be
en
ma
de t
o a
vo
id e
rro
rs. T
hes
e d
raw
ing
sh
ave
be
en
cre
ate
d t
o s
pec
ific
ati
on
s a
s o
utl
ine
db
y n
am
ed
cli
en
t.
Ple
ase
ve
rify
dim
en
sio
ns
an
dd
eta
ils p
rio
r to
co
mm
en
cem
en
t o
f w
ork
. D
raw
ing
s u
sed
on
sit
e m
us
t b
e c
urr
en
t an
dm
atc
h t
ho
se
sta
mp
ed
an
d a
pp
rove
d b
y P
PR
BD
. A
ny d
ev
iati
on
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rom
pla
n w
ith
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t ap
pro
va
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fn
am
ed
clie
nt
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l b
e m
ad
e a
t s
ub
co
ntr
ac
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en
se a
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ma
y b
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jec
t to
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ck-c
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r liti
gati
on
.
CO
PY
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PE
ND
ING
: T
he
se d
raw
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s a
re t
he
pro
pri
ete
ry w
ork
pro
du
ct
of
Te
rry
C D
esig
nS
erv
ice
s d
eve
lop
ed
fo
r th
e l
imit
ed
ex
clu
siv
e u
se
of
the
na
me
d c
lie
nt.
P
lan
s a
re s
ub
jec
t to
ch
an
ge
wit
ho
ut
no
tice
du
e t
o a
vail
ab
ilit
y o
f m
ate
ria
ls a
nd
co
de
ch
an
ge
s. U
se
of
the
se d
raw
ing
s o
rp
rop
rie
tary
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nce
pts
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nta
ine
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he
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the
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ith
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t w
ritt
en
perm
iss
ion
of
Te
rry C
De
sig
nS
erv
ice
s is
pro
hib
ite
d a
nd
may
su
bje
ct
the
use
r to
cla
ims
fo
r d
am
ag
es a
nd
in
frin
ge
men
t p
en
alt
ies
.
Note
s an
dR
evis
ions:
Dra
wn
By:
Ter
ry C
arls
on
719-
964-
2568
PLOT DATE
A R
es
ide
nc
e F
or:
9SHEET
of 8
Sit
e s
pe
cif
ic s
ing
lefa
mil
y r
es
iden
ce
719-
510-
6253
Subje
ct to P
PR
BD
Appro
val a
nd S
tam
p
12
79
0 H
err
ing
Rd
Co
lora
do
Sp
rin
gs
, C
O
80
90
8
Se
e s
ite
pla
n f
or
leg
al
de
sc
rip
tio
n
CO
NS
TR
UC
TIO
N E
DIT
ION
