not for constuction · 2009 irc* 2009 ipc* 2009 ifcg* 2009 imc* 2009 iecc* 2008 nec** *as amended...
TRANSCRIPT
Ter
ry C
Des
ign S
ervi
ces
5620
Old
Far
m T
erra
ceC
olo
rado S
pri
ngs,
CO
809
1771
9-96
4-25
68
ELE
VA
TIO
N H
OM
ES
10/3
/201
297
15 K
ings
Can
yon D
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con, C
O 8
0831
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ign
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N:
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ase
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n w
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ac
tors
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en
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y b
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ck-c
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an
d/o
r liti
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on
.
CO
PY
RIG
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ING
: T
he
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ry w
ork
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rry
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esig
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clu
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me
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P
lan
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re s
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t to
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an
ge
wit
ho
ut
no
tice
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e t
o a
vail
ab
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ate
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ls a
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se
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nce
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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:
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
NO
T F
OR
CO
NS
TU
CTIO
N
91
64
Sh
ipm
an
Ln
,C
olo
rad
o S
pri
ng
s,
CO
8
09
08
Lo
t 4
8,
Fo
res
tga
te s
ub
div
isio
n,
Filin
g N
o.
1E
l P
as
o C
ou
nty
, C
olo
rad
o.
CODE SCHEDULE
DRAWING INDEXSHEET 1: Reserved for SITE PLANSHEET 2: FOUNDATION PLANSHEET 3: BASEMENT FLOOR PLAN and CROSS SECTIONSSHEET 4: MAIN LEVEL FLOOR PLANSHEET 5: FLOOR FRAMING PLANSHEET 6: ROOF FRAMING PLANSHEET 7: FRONT and FRONT SIDE ELEVATIONSSHEET 8: REAR and REAR SIDE ELEVATIONS
BID
CO
PY
2'
26'
8"5'-4"
12'-1 1/2" 6' 13'-6 3/4"
13'-
3"
2'-
3"
9'-
7 3
/4"
11' 10'-1 3/4" 17'-2" 12'-1 1/2" 13'-6 3/4"
5'-
10 3
/4"
13'-
3"
10'-
10 1
/4"
19'-
1 3
/4"
14'-
10 1
/4"
1'-
2 1
1/1
6"
5'
4'-
8"
20'
8"15'-4"
2'
3'-
10 1
/4"
1'-
6"
5'
1'-
6"
9'-4 3/4" 6' 4'-7 1/4"
2'-
3"
9'-
6"
1'-
7"
8"
8"
5'-
4"
8"
3'-4
"
8'
6'
14'
12'
12'
16'16'20'12'
26'16'14'6'2'
8' 8'
10'
4'
10'
4'
12'
16'
12'
20'
1'-4 1/2"
9'-3"
1'-4 1/2"
1'-10 1/2"
16'-3"
1'-10 1/2"
1'-4 1/2"
9'-3"
1'-4 1/2"
12'
4'
2'22
'
12'
20'
13'-2 3/4"
6 1
1/1
6"
30'-
4"
2'
1'-11"
3'-2"
2'
1 3/4" 8' 12' 15'-8 1/2" 16' 1 3/4"
4'
9'-
10 1
/4"
1'-6" 9'-6" 1'
6'
2'
72'-8 5/8"
Extend Mudsill to inside of wall
Extend Mudsill to inside of wall
CR
OS
S S
EC
TIO
N
CR
OS
S S
EC
TIO
N
GARAGE ANGLE REFERENCE
GARAG
E A
NGLE
REFE
RENCE
GARAGE A
NG
LE R
EFE
RENCE
Co
lum
nC
en
ters
Co
lum
nC
en
ters
Co
lum
nC
en
ters
ColumnCenters
ColumnCenters
ColumnCenters
ColumnCenters
Co
lum
nC
en
ters
-24"
Wall Step
0"
Wa
ll S
tep
-36
"-2
4"
Wall Step
-36
"-6
0"
Wall Step
-60
"-7
6"
Wa
ll S
tep
-102" -76"
Wall Step -102
"-8
8"
Wall Step
-46
"-8
8"
Wa
ll S
tep
-46" -16"
Wa
ll S
tep
0"-16"
Wall S
tep
0"
-24"
Deck piers per Engineer's Foundation Plan
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
Garage Floor D
rainage Slope: Top of w
all at back to -
3" at Overhead D
oor Opening.
Provide minim
um 8" deep cut out for O
verhead doors.
Service door on top of wall, no cut
out in concrete.
Patio door on top of wall, no cut outin concrete.
Pati
o d
oo
r o
n t
op
of
wall, n
o c
ut
ou
tin
co
ncre
te.
Install LSDTH
D8 at "X
", minim
um 1 1/2" from
concrete side edge
X
X
X
X
X
X
X
X
X
X
X
X
XXXXX
XX
X
Install LSDTHD8 at "X", minimum 1 1/2" from concrete side edge
Ter
ry C
Des
ign S
ervi
ces
5620
Old
Far
m T
erra
ceC
olo
rado S
pri
ngs,
CO
809
1771
9-96
4-25
68
ELE
VA
TIO
N H
OM
ES
10/3
/201
297
15 K
ings
Can
yon D
r.Fal
con, C
O 8
0831
ww
w.t
ch
om
ed
es
ign
.co
m
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
NO
T F
OR
CO
NS
TU
CTIO
N
91
64
Sh
ipm
an
Ln
,C
olo
rad
o S
pri
ng
s,
CO
8
09
08
Lo
t 4
8,
Fo
res
tga
te s
ub
div
isio
n,
Filin
g N
o.
1E
l P
as
o C
ou
nty
, C
olo
rad
o.
BID
CO
PY
RE
F.
DW
WH
UP
CO
SD
SD
SD
SD
SD
CO
22'-0" x 20'-2"
4'-6" x 7'-11"
17'-11" x 13'-8"
7'-0" x 8'-5"8'-3" x 8'-5"
15'-9" x 9'-1"
10'-9" x 6'-6"
8'-0" x 5'-0"
11'-3" x 8'-0"
2163 sq ft
11'-7" x 12'-5"
14'-5" x 12'-8"
12'-4" x 14'-1"
4'-
11 1
/2"
4'-
5 1
/4"
3'-
10 3
/4"
15'' 15''
1'
3'
1'
2'-
0 1
/2"
5'-
11"
1'-
9"
2'-
7 3
/8"
5'-
9 1
/8"
6'-
0 1
/2"
2'-7 3/8" 2'-5 5/8" 3'-1" 3'-5 1/2"
3'-
7 1
/2"
9'-
7 1
/2"
15'' 15''
10 1/2"
3'-3 1/2"
15' 7'-8 1/2" 8'-3 1/2" 1'
6'-
1 1
/2"
2'-
8"
1'
2'-10 1/2" 11'-7 1/2" 3'-7 1/2" 5'-3 1/2" 7'-5" 1'
1'5'-3 1/2"5'-9 1/2"1'-7 1/2"
2'-3"4'-10"5'-0 1/2"8'-8"4'-10 1/2"3'-7 1/2"8'-10"12'-2"
3'-
5 1
/2"
2'-
3"
12'-
2 1
/2"
1'-
0 1
/2"
6'-
10 5
/16"
7'-1"
2'-10"
4'-4 11/16"
15'' 15''
9'-8
7/8
"
6'-9
1/2
"
4'-6
3/4
"
1'1'-10"
18'-1"1'-11"
1'-1 1/4"3'6"6'2'-7 3/4"3'3'-9"
64'
16'16'20'12'
1'3'3"
3'3"
3'1'-6"
9'-9"2'4'-3"4'-6"7'4'-6"
4'
1'
5'-
1"
14'-
5 1
/2"
8'-
9 1
/2"
1'
32'-
4"
30'-
4"
2'
10'-
2"
5'
14'-
6"
1'
7'-
4"
8'
1'-
6"
5'
1'-
6"
42'
6'
14'
12'
2'
2'-
3"
3'
3"
3'
3"
3'
2'-
3"
2' 6' 14' 8' 8' 26'
CLOSET
BEDROOM
BATH
SCALE: 1/4" = 1'
1) BASEMENT CEILING HEIGHTS (Basement Finish Optional): 7'-7 1/2" Minimum Ceiling Height. Beams, Girders and Ducts may project up to 10"below required height.Nominal 9' Standard basement ceiling: 107" slab to floor joist with 9' foundation wallplus double (3") sill plate, less 4" slab over footing
2) EGRESS WINDOWS: Basement includes Egress windows where indicated. Install min 15 sq ft well at allsubgrade basement windows with min 36" dimension. Provide ladder where well isdeeper than 44" below grade. First rung of ladder to be within 18" of grade. Minimum Egress opening dimensions: Height: 24", Width: 20", 5.7 sq ft Maximum sill height: 44"
3) VENTED EXHAUST FANS: Vented Exhaust Fans located as indicated by , terminate through joist cavity orduct soffit and out floor rim as indicated by arrows and may not terminate within 36" ofany opening which allows air into occupied area 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. Provide booster fan forextended duct length. Dryer vent may not terminate within 36" of any opening that allows air into occupiedarea. Provide backdraft damper Provide 100 sq in make-up air
5) STAIRS: Install minimum 1/2" drywall, firetaped, all surfaces under stairs if enclosed andaccessible. 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) WATER HEATERS: Bradford-White #MI5036FBN: 50 gallon capacity, 86 gallon First Hour Rating, 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 to all other floorswith battery back-up. Carbon Monoxide detector shall be installed within 15 ft of all bedroom entrances. Multiple detectors to be interconnected.
8) Provide low resistance return air path to all closed rooms. Recommend 1" clearanceat bottom of door.
9) Allow Floor Lift under non-bearing partitions Treated or redwood sill plate on surface with bottom plate of wall elevated 3" abovesill plate held in place with 6" spike @4' max oc.
10) Provide outside combustion air to gas appliances in basement.
MEDIA
CLOSET
BEDROOMSUN ROOM
WET BAR
REC ROOM
COVERED PATIO
POWDER
MECHANICAL(Unfinished)
BATH
BASEMENT GENERAL NOTES:SCALE: 1/4" = 1'
(3)3060SH. 30" Vent (Egress)90" to top
(3)3
060S
H. 30
" V
en
t (E
gre
ss)
90" t
o t
op
ICC/UL approved Direct-Vent Gas Fireplace ventsthrough exterior wall
42" x
90"
Arc
hw
ay
42" x
90"
Arc
hw
ay
60" x 90" Archway
2468
2468
32" x 84"Archway
Provide MechanicalVentilation with outside air
intake, Min 90cfm exhaust fan
Provide Artificial light @ (6)Footcandles
3050SH82" to top
60610 Temp patio door
Concrete patio or Min 36" pad
3050SH Temp82" to top
50610 T
em
p p
ati
o d
oo
r
7050 triple slider90" to top
2468
2668
No Cooking
2468
2668
2468
5050S
L (
Eg
ress)
90" t
o t
op
2468
2868Louvered
Outside air supply and exhaust for 90%eff gas appliances through rim andchase to terminate through mechanicalsoffit to floor rim above. Must belocated minimum 36" from any openingto conditioned living space.
Floor Drain
Min
3"
cle
ara
nce
2668
2040SH90" to top
CR
OS
S S
EC
TIO
N
CR
OS
S S
EC
TIO
N
BASEMENT FLOOR PLAN
8'-
11"
1'-
0 5
/8"
9'-
1 1
/8"
1'-
6"
6'
2'-
6"
12
6
SUN ROOM
TemperedPatio Door
See Soils Report for footingperimeter drain specifications
Egress window
WET BAR
MASTER BEDROOM
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.
Basement SlabProvide damp
proofing below grade
Finish Grade: Allow 6" separationfrom wood productand drainage slope6" in first 10'
Pre-engineered Trusses@24"oc (Typ)
GREAT ROOM
TemperedPatio Door
REC ROOM
11 7/8" BCI 6000 floor Joist@16"oc
4" Concrete slab with expansion joint at perimeter and isolated from interior footings
5/8" Sheetrock at 24"ocframing, 1/2" sheetrockat 12" and 16" framing
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
Stucco w/metallathe overbuilding paperover 15/32" OSBwall sheathing
12
6typ
CROSS SECTIONSCALE: 1/4" = 1'
BEDROOM
3/4" t&g OSB Subfloor
2x4@16"oc FirringWall at subgrade
KITCHEN w/DINING Beyond
Top of Wall
Top of Subfloor
Top of Wall
Door toBedroom
See RESCHECK Reportand HVAC docs for
insulation R values andwindow and door U
values
2x4 or 2x6 redwoodor treated mudsill
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.
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
See Engineer's foundation Plan forfoundation reinforcing and anchor schedule
12
6
SUN ROOM
TR-4
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
1/2" Drywall minimum,firetaped (all surfaces)under stairs if enclosedand accessible
Min 36" OpenGuardrail at
Balcony w/4"max openings
STAIR SECTION
Fire block atllandings
Ter
ry C
Des
ign S
ervi
ces
5620
Old
Far
m T
erra
ceC
olo
rado S
pri
ngs,
CO
809
1771
9-96
4-25
68
ELE
VA
TIO
N H
OM
ES
10/3
/201
297
15 K
ings
Can
yon D
r.Fal
con, C
O 8
0831
ww
w.t
ch
om
ed
es
ign
.co
m
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
NO
T F
OR
CO
NS
TU
CTIO
N
91
64
Sh
ipm
an
Ln
,C
olo
rad
o S
pri
ng
s,
CO
8
09
08
Lo
t 4
8,
Fo
res
tga
te s
ub
div
isio
n,
Filin
g N
o.
1E
l P
as
o C
ou
nty
, C
olo
rad
o.
BID
CO
PY
DN
D/W
REF.
30X
22
AT
TIC
AC
CE
SS
30X22
ATTIC
ACCESS
CO
CO
SDSD
SD
SD
SD
CO
SD
14'-6" x 8'-2"
8'-4" x 8'-1"
31'-5" x 5'-7"
11'-7" x 13'-7"
13'-5" x 9'-7"
11'-4" x 12'-0"
11'-8" x 14'-8"
15'-0" x 11'-4"
47'-3" x 29'-4"
7'-9" x 9'-4"
8'-0
" x
10'-1
1"
5'-5
" x
4'-1
1"
21'-2" x 17'-2"
13'-6" x 13'-6"
4'-11" x 10'-0"
15'-6" x 16'-9"
2082 sq ft
7'-7" x 8'-0"
7'-9" x 9'-7"
13'-0" x 5'-7"
64'
95'-11 13/16"
2'-5" 3'-4 1/2"
1'-
2 1
/2"
11'-
8"
5'-
1 1
/2"
3'-0 15/16" 2'-3 11/16"
15''
15''
15''
15''
15''
15''
3'-
10 3
/4"
4'-
7 3
/4"
3'-
8"
2'
6'-
4"
2'-4 1/2"
6 1/2"5'-5 1/2"
7'-
5 1
/2"
1'-
7 1
/2"
3'-
5 1
/2"
5'-5 1/2"
3'-
5 1
/2"
12'
3'-7 1/2" 5'-3 5/8" 7'-6 3/8"
9 3
/16"
17'-
6 1
/2"
2'-
0 1
5/1
6"
2'-8
13/
16"
1'-3
1/8
"
4'-0
15/
16"
2'-9
9/1
6"1'
-8 3
/4"
5'-4
1/4
"
5'-
1"
3'-
5 1
/2"
3'-
5 1
/2"
3'-
8 1
/2"
7'-10" 2'-4" 9'-4 1/2" 7'-11 1/2" 8'-8" 2'-4 1/2" 3'-7 1/2"
2'-
7 1
/16"
4'-
3 9
/16"
4'-3 3/8"
3'-10 3/16"
1'-
4 1
3/1
6"
4'-1 1/16"
5'-3
1/2
"
3'-1
1/2
"
1'-8
1/2
"
2'-4
1/2
"
5'
4'-8"
8'-6 5/16"
5'-9 1/2"
3'-5 1/2"
2'-6 11/16"
4'-8
"
3'-1
0"
5'-7
3/4
"
5'-7
3/4
"
1'-0
1/8
"
1'-
3 3
/8"
8'-
8 5
/8"
2'-5 1/4"3'3'-9 3/4"6'9"
10'-5 1/2"
3'
2'-6 1/2"
1'-6"
9'
1'-6"
2'
8'
8'
2'
12'
3'-8"
12'-4"
1'-6"
9'
1'-6"
4'
4'
6'
4'
4'
86'-
5 1
/8"
4'-3" 4'-3"
4'
4'
4'
4'-6"
4'
3'
4'
4'-6"
2'
3'
8'-2 3/4"
5'
1'-
6"
8'
1'-
6"
2'-
7"
4'
3'-
4"
2'
2'-
1"
20' 16' 16'
1'
6'
1'
6" 3'3"
3' 2'-7 3/4" 3'3"
3'3"
3'1'-1 1/4"
6"
3'
2'-
6"
1'-6" 3'3"
3'3"
3' 1'
8'
2'-
3"
3'
3"
3'
3"
3'
2'-
3"
4'-6" 5' 4'-6"
1'-10" 12'-2"
4'
22'
12'
6'
4'-6" 7' 4'-6" 2'-5 1/2" 2'-6"3"
5'3"
2'-6" 3'-0 1/2"
4'
6'
10'
4'
20'
12'
16'
22'
2'
2'
26'
2'
13'-2 3/4"
20'
12'
6'
2'
30'
12' 14'-1 3/4"1/16"
21'-10 3/16" 16'
12'
12'
14'
6'
14'
2' 6' 14' 8' 8'
17'-
6 1
/2"
6'-
4 1
/2"
6'-
1"
10 1
1/1
6"
45'-2 3/4"
SUN ROOM
OPENBELOW
BEDROOM
DECK
MASTER BATH
CLO
SET
ENTRY
BATH
GARAG
E
POW
DER
COVERED DECK
PORCH
DINING
GREAT ROOM
KITCHEN
MASTER BDRM
LAUNDRY
PORCH
SHOWER
2040S
H
SCALE: 1/4" = 1'
2468
HVACVentChase
DECK
71 1/4" x 106 5/8"(framed) Archway
MAIN LEVEL FLOOR PLAN
5050SL (Egress)
10' ceiling
(3)3060SH. 30" Vent (Egress)90" to top
10' c
eilin
g
2468Pkt
5020FX Arched Transom111" to top
(3)3
060S
H. 30
" V
en
t (E
gre
ss)
90" t
o t
op
CR
OS
S S
EC
TIO
N
CR
OS
S S
EC
TIO
N
10' c
eilin
g
2868
8' Ceiling
1) CEILINGS AND WALLS Standard ceilings: 10' except where otherwise indicated. Verify plate heights 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 , terminatethrough roof or through floor rim as indicated by arrows andmay not terminate within 36" of any opening which allows airinto occupied area. Where no arrow is indicated, exhaust fan vents straigt upthrough roof. Provide backdraft damper.
4) DRYER VENT Dryer vent terminates Floor rim below to exterior wall asindicated by arrow. Maximum dryer vent duct: 25', allow 5' for each elbow. Dryer vent may not terminate within 36" of any opening thatallows air into occupied area. Provide backdraft damper Provide 100 sq in make-up air
5) STAIRS and BALCONIES: Install minimum 1/2" drywall, firetaped, all surfaces understairs if enclosed and accessible. Provide Handrail minimum 34", maximum 38" from stairnosing. Provide minimum 36" half wall or guardrail at open landingsand balconies. Maximum Riser: 7 3/4", Minimum Tread: 10", MaintainMinimum 6'-8" Head Clearance
6) SMOKE DETECTORS: Located as indicated by Interlinked together and to all otherfloors with battery back-up Carbon Monoxide detector installed within 15 ft of allbedroom 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 andarchways.
10) Provide low resistance return air path to all closed rooms. Recommend 1" clearance at bottom of door.
GENERAL NOTES:
1650S
H90" t
o t
op
1650S
H90" t
o t
op
SCALE: 1/4" = 1'
16' x 8' Overhead D
oor
2436S
H T
em
p90" t
o t
op
2868
50610Temp patio door
4040S
L T
em
p90" t
o t
op
2668
2468
2468 Pkt
1668
50B
P
(2)2
668 F
ull g
lass (
Tem
p)
LINENS
CO
AT
S
PANTRY
Entry Set w/3668 &tempered sidelites
3050SHTemp if less than60" above landing
2668
Display shelfabove pantry at 8'
2468
2468
COATS2668
3036SL
2868
20 m
inute
rate
d
tight f
ittin
g door
2650SH Temp82" to top
Minim
um 36" concrete pad
2650SH Temp82" to top
Arched Transoms above, See rear elevation for dimensions
7050 triple slider
7040FX Arched transom above
60610 T
em
p p
ati
o d
oo
r
2068
30" x 90"Archway
36" x 90"Archway
3056S
H30" V
en
t
3056SH30" Vent
3056SH30" Vent
3056SH30" Vent
3056FX90" to top
3056FX90" to top
10' Ceiling w/tray to 11'
9' ceiling
8' Ceiling
8' w/Vault to 11'4"
10' Ceiling
9' ceiling
10' Ceiling 10' Ceiling
10' C
eilin
g
2668
10' w/Vault to 13' 10"
10' w/Vault to 13' 10"
9' w/Vault to 13'
(2)4040SL 99" from top of foundation to top
9' x 8' Overhead D
oor
9' x 8' Overhead D
oor
(2)4
040S
L 87"
from
top o
f foundat
ion to
top
4040SL 87" from
top of foundation to top
GAR
AGE AR
EA: 1,211 sq ft
5/8" type X sheetrock at ceiling and comm
on wall firetaped.
Wrap all structural m
embers. (S
ee general note 8)
Ter
ry C
Des
ign S
ervi
ces
5620
Old
Far
m T
erra
ceC
olo
rado S
pri
ngs,
CO
809
1771
9-96
4-25
68
ELE
VA
TIO
N H
OM
ES
10/3
/201
297
15 K
ings
Can
yon D
r.Fal
con, C
O 8
0831
ww
w.t
ch
om
ed
es
ign
.co
m
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
NO
T F
OR
CO
NS
TU
CTIO
N
91
64
Sh
ipm
an
Ln
,C
olo
rad
o S
pri
ng
s,
CO
8
09
08
Lo
t 4
8,
Fo
res
tga
te s
ub
div
isio
n,
Filin
g N
o.
1E
l P
as
o C
ou
nty
, C
olo
rad
o.
BID
CO
PY
15'-8 1/2" 16'
4'
10'
31'-8 1/2"12'-3 1/2"8'
6'
2'
8'
6'
14'
12'
2'
4'
2' 6' 14' 16' 26'
12'-4"
20'-9
13/1
6"
2'-6 11/16"
2'
30'
12' 20' 16' 16'
1'
7'-
7 1
/4"
7'-9 1/2" 8'-4 1/2"
19'-
1 3
/4"
14'-
10 1
/4"
5'-
10 3
/4"
13'-
3"
10'-
10 1
/4"
18'-
3 3
/4"
6'-
10"
11' 10'-1 3/4" 17'-2" 12'-1 1/2" 13'-6 3/4"
13'-
3"
2'-
3"
9'-
6 1
/2"
12'-1 1/2" 6' 13'-6 3/4"
W 1
0x 1
5 2
x4 n
ailer
glu
ed
an
d s
ho
t to
to
p f
lan
ge T
ota
l le
ng
th:
25' 2 1
/2"
W 10x 12 Total length: 13' 8 1/2"
3 1/2" x 7 1/4" 1.3E LSL
(3)2
x6
Sch 40
1) Ledger: As indicated on plan 2x8 tofloor rim w/(3)galv 12d and (2)1/4"x4 1/2" Ledgerlok@16"oc (typ) at balcony deck 2x12 to floor rim w/(4)galv 12d and (3)1/4" x 4 1/2" ledgerlok@16"oc. at main deck. 66 psf (Tributary load)2) Structural Rim: As noted on framing plan3) Deck Joist: As indicated on plan 2x8@16"oc to rim, beam or ledger w/LUS26 2x10@16"oc to rim, beam or ledger w/LUS210 2x12@16"oc at 14' span to rim and ledger w/ LUS2104) Columns: 6x6 or (3)2x6 to beam w/LPC6Z, to concrete below 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 min 34"/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
2t
*
2x12 r
im jo
ist
2x12 Ledger (See Deck Framing Note #1)
LS
70
2x12 r
imjo
ist
(3)2x12 DF 2/btr (No HF) (3)2x12 DF 2/btr (No HF)
(2)2x12
2x12 r
im jo
ist
2x12 r
im jo
ist
LS
70
(2)2x6
(3)2x6
W 10x 12 Total length: 18'5" Sch40
W 10x 12
W 10x 12 Total length: 25' 8 1/4"
Co
lum
nC
en
ters
Co
lum
nC
en
ters
W 10x 26 Total length: 17' 2"W 10x 12 W 10x 12W 10x 12
W 10x 12 Total length: 21' 1 3/4"
Sch 40
(1)1
3/4
" x 1
1 7
/8"
1.5
5E
LS
L
(2)1
3/4
" x 1
1 7
/8"
1.5
5E
LS
L(2
)2x6
(2)2x6
2x8 Ledger (See Deck Framing Note #1)
2x8 Ledger (See Deck Framing Note #1)
3 1/8" x 11" GLB 24F V3 AYP
SCALE: 1/4" = 1'
1) Joist: 11 7/8" BCI 6000 @16"oc w/IUS2.37/11.88hangers2) 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 stairwellsurfaces UON5) Default Header: 3 1/2" x 5 1/2" 1.3E LSL 2t/2kUON 6) Default Column: 3" dia adjustable steelcolumn UON, SHEDULE 40 where indicated.7) Dimensions: Framing: Rim to rim Columns and Beam Pockets: Framed wallexterior or Concrete surface to center Stairwell: Rim or exterior of concrete wall surfaceto stairwell surface8) DESIGN LOADS:Live Load: 40 psfDead Load: 10 psfTotal Load: 50 psf
FLOOR FRAMING PLAN
*
BCI 60@16"oc recommended for this area
Co
lum
nC
en
ters
ColumnCenters
ColumnCenters
ColumnCenters
ColumnCenters
Stairwellopening
Sta
irw
ell
op
en
ing
IUT11IUT11
IUT11 IUT11(1)1 3/4" x 11 7/8" 1.55E LSL
Co
lum
nC
en
ters
2t/2k 1t/2k2t/1k/1t **1t/1k
2t1t/2k 1t/2k* Continuous Hdr1t/
2k
2t
1t/
2k
Co
nti
nu
ou
s H
dr
*2t
3 1/2" x 7 1/4" 1.3E LSL 2t/2k
1t/1k
3 1
/2" x
7 1
/4"
1.3
E L
SL
2t/
2k
2x10@16"oc(See Deck Framing note #3)
2x12@16"oc(See Deck Framing note #3)
2x12@16"oc(See Deck Framing note #3)
*2t/
2k
(2)1
3/4
" x 1
1 7
/8"
1.9
E L
VL
(1)1
3/4
" x 1
1 7
/8"
1.5
5E
LS
L
(1)1 3/4" x 11 7/8" 1.55E LSL
Ro
of
Beari
ng
on
W 1
0x 1
5N
o r
oo
f b
eari
ng
on
W 1
0x 1
5
Window trimmers above
Install LSTA36 at all "X" locations spanningfloor rim equally from lower wall to upper wall.
XXXX
XX
XX
CR
OS
S S
EC
TIO
N
CR
OS
S S
EC
TIO
N
Ter
ry C
Des
ign S
ervi
ces
5620
Old
Far
m T
erra
ceC
olo
rado S
pri
ngs,
CO
809
1771
9-96
4-25
68
ELE
VA
TIO
N H
OM
ES
10/3
/201
297
15 K
ings
Can
yon D
r.Fal
con, C
O 8
0831
ww
w.t
ch
om
ed
es
ign
.co
m
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
NO
T F
OR
CO
NS
TU
CTIO
N
91
64
Sh
ipm
an
Ln
,C
olo
rad
o S
pri
ng
s,
CO
8
09
08
Lo
t 4
8,
Fo
res
tga
te s
ub
div
isio
n,
Filin
g N
o.
1E
l P
as
o C
ou
nty
, C
olo
rad
o.
BID
CO
PY
30X
22
AT
TIC
AC
CE
SS
30X22
ATTIC
ACCESS
TR
-1
TR-2
TR
-1
TR-3
TR-67
TR-4
TR-5
TR-6
TR-5
TR-4
TR-11
TR-3
TR-13
TR
-1
TR-11
TR-13
TR
-7
TR-16
TR-13
TR-12
TR-17
TR-7
TR
-50
TR-18
TR-7
TR
-30
TR
-32
TR-7
TR
-31
TR-8
TR
-33
TR
-1
TR-19
TR
-9
TR-14
TR-25
TR
-34
TR-42
TR-15
TR-43
TR-20
TR
-5
TR-44
TR-21
TR
-35
TR
-5
TR
-51
TR-22
TR
-5
TR-23
TR-45
TR-24
TR
-35
TR
-9 TR
-10
TR
-10
TR-26
TR-27
TR-28
TR-29
TR-36
TR-5
3
TR-46
TR-36
TR-36
TR-37
TR-47
TR-38
TR-39
TR-5
4
TR-40
TR-40
TR-40
TR-40
TR-41
TR-5
2
TR-48
TR-49
TR-5
5
TR-69
TR-5
6
TR-5
7
TR-68
TR-5
8TR
-59
TR-6
0
TR-6
1
TR-6
2
TR-6
3
TR-6
4
TR-6
5
TR-70
TR-71
TR-72
TR-73
TR-74
TR-75
TR-76
TR-77
TR-78
TR-79
TR-80
TR-8
1
TR-8
2
TR-8
3
TR-8
4
TR-8
5
TR-7
TR-7
TR-7
TR-7
TR-7
TR-7
TR-7
TR-7
TR-7
TR-8
TR
-1
TR-8
TR
-1
TR
-86
TR-69
TR-1
TR-1
TR-1
TR-2
TR-2
TR-2
TR-2
TR
-2
TR-67
TR-6
6
TR-2
TR-39
TR
-30
TR-8
1
TR-6
6
TR-49
1'-1
0 1/
2"
8'
8'-6
"
22'
2'
12'
6'
1'-6 1/4"
11'-8 1/2"
20'
12'
12'
20'
16'
4'-6" 7' 4'-6" 2'-5 1/2" 10'-6" 3'-0 1/2"
4'
6'
10'
4'
2'
26'
2'
6'
2'
17'-
6 1
/2"
12'-
5 1
/2"
12' 16'
12' 8' 12'-3 1/2" 15'-8 1/2" 16'
12'
12'
14'
6'
14'
15'-
5 1
/2"
10'-
6 1
/2"
30'
2' 6' 14' 8' 8'
3'-5 1/2" 13'-6 1/2"
2'-5 1/2"
4'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
17'-6 3/4"
1'-
6"
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
1'-
6"
2'
2'
2'
2'
2'
2'
3'-
5 1
/2"
11'-
3"
10' 2' 2' 2' 2' 2'
1'-
6"
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
Balloon 2x6@16"oc wall to BC of TR-13
2 p
ly 2
x6 S
PF
(B
4 C
ho
rd)
2x6@
16"o
c brg
wal
l to 1
21 1
/8"
97 1/8"
TR
-1
Provide rack and sheer bracing at Sun Roomreturn walls under 32" in width: LSDTHD8 atfoundation and LSTA36 straps spanning floorrim (See Foundation and Floor Framing Plans). Block all sheathing panel edges.
TR
-1
97 1/8"
73 1
/8"
105 3
/8"
2t
105 3
/8"
97 1/8"
1t/2k
Step wall w/BC of TR-6
TR-1
3 1/2" x 7 1/4" 1.3E LSL 2t/2k
HUS26
LS
30
2t/2k
HUS26
LS
30
#
2t
*
HUS26
1t/2k
(2)1
3/4
" x 9
1/2
" 1.5
5E
LS
L 2
t/2k
2t
A1t/1k
PORCH ROOF COLUMNS (typ) Quantity: 2(3)2x6 with LPC6Z Cap and ABU66 Base w/5/8"Dia. Expansion anchors w/6" Min. Embedmentinto FoundationOR6x6 with LPC6Z Cap and ABE66 Base w/1/2"Dia. Expansion anchors w/6" Min. Embedmentinto Foundation
HUS26
1t/2k
LTHJA26
HUS26
1t/
2k
LTHJA26
2t
(2)TBE6
LUS26
LTHJA26
LU
S24
LTHJA
26
*
LUS24(2)TBE6
HUS28
1 ply 2x6 SPF
2t
LTHJA26
LU
S24
LTHJA
26
LUS24
1 ply 2x6 SPF
2 p
ly 2
x6 S
PF
2 p
ly 2
x6 S
PF*
Co
nti
nu
ou
s H
dr
LUS24
LUS24
LUS24
LUS24
LUS24
LUS24
LTHJA
26
1 ply 2x4 SPF
*
97 1
/8"
97 1/8" 109 1/8"
1t/1k
HUS26
1 ply 2x6 SPF
LU
S24
109 1/8"
97 1/8"
(2)H2.5T
LUS26
Balloon 2x4@16"oc wall to BC of TR-19
1 ply 2x6 SPF
121 1/8"
2x4@
16"o
c b
rg w
all
to
121 1
/8"
LUS26
Ceilin
g a
t 109 1
/8" t
his
sid
e o
f w
all
LU
S24
LUS26
LU
S24
LUS26
LUS26
LUS26
LUS26
HUS26
1 ply 2x6 SPF
LU
S24
LU
S24
LU
S24
1 ply 2x6 SPF
1 ply
2x6
SP
F
109 1/8"
109 1/8"
109 1
/8"
109 1
/8"
1t/
2k
2t
121 1
/8"
121 1
/8"
1t/1k 1t/1k
1t/
1k
2t
* Continuous Hdr
* Continuous Hdr
*
1t/
1k
2 p
ly 2
x6 S
PF
(2)H2.5T
LUS26
97 1/8"
LUS26
LUS26
2 p
ly 2
x8 D
F (
B1, B
2 C
ho
rds)
LUS26
LUS26
LUS26
2x4@
16"o
c b
rg w
all
to
121 1
/8"
*
1t/
1k
2t/
2k
LU
S24
Ceilin
g R
ecess t
o 1
33 1
/8"
Ceiling Recess to 133 1/8"
Ceilin
g R
ecess t
o 1
33 1
/8"
6/1
2 V
au
lt r
idg
e
6/1
2 V
au
lt r
idg
e
6/1
2 V
au
lt r
idg
e
6/1
2 V
au
lt r
idg
e
1-0
-6 H
ee
l
1-0
-6 H
ee
l
TR-11 set back4 1/2" to clear faux timber frame
Structural Gable
PORCH EXPOSED TO WIND
ROOF FRAMING PLANSCALE: 1/4" = 1'
1) 6/12 Pitch 0-6-14 heel w/16 1/2" plumb cut tails UON. Specific heelsheights indicated on plan are for total heel.2) Gable trusses: Continuous bearing available except where notedotherwise, 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 recommendedUON. 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, 109 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 shingle 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. Engineeringand design is based on each manufacturer's design criteria. Manufacturer's design criteria supercedes cross reference schedules.
*
# PORCH ROOF COLUMNS (typ) Quantity: 2(3)2x6 with LPC6Z Cap and ABU66 Base w/5/8"Dia. Expansion anchors w/6" Min. Embedmentinto FoundationOR6x6 with LPC6Z Cap and ABE66 Base w/1/2"Dia. Expansion anchors w/6" Min. Embedmentinto Foundation
# #
(2)1
3/4
" x 1
1 7
/8"
1.9
E L
VL
, 103 1
/8"
to t
op
1-0
-6 H
ee
l
1-0
-6 H
ee
l
*
103 1
/8" t
o t
op
TR-36 set back4 1/2" to clear faux timber frame
Structural Gable
# #
(2)1
3/4
" x 9
1/2
" 1.5
5E
LS
L, 103 1
/8"
to t
op
(2)1
3/4
" x 9
1/2
" 1.5
5E
LS
L, 103 1
/8"
to t
op
(2)1
3/4
" x 9
1/2
" 1.5
5E
LS
L, 121 1
/8"
to t
op
(2)2
x6
2t/
2k
TR-12 clear spans (no hdr)
(2)2
x6
(2)2
x6
TR-13 clear spans (no hdr)2K2K
2x6@
16"o
c b
rgw
all t
o 9
7 1
/8"
2x6@16"oc brg wall to 121 1/8"
(2)2
x6, (2
)H2.5
T
121 1/8"
Balloon 2x6@16"oc wall to BC of TR-37
Balloon 2x6@16"oc wall to BC of TR-38
TR-37 spans opening (No hdr)
(2)2
x6 (
to h
dr)
, (2
)H2.5
T
HUS26
TR-38 spans opening (No hdr)
121 1
/8"
2x6@
16"o
c b
rg w
all
to
121 1
/8"
Vau
lt a
t 1
09 1
/8"
this
sid
e o
f w
all
2K 2K
2K 2K 2K 2K
109 1
/8"
97 1/8"
97 1
/8"
97 1
/8"
TR
-21 c
en
ter
lin
e t
o layo
ut
Ceiling Recess to 133 1/8"
Bal
loon 2
x4@
16"o
c w
all t
o
BC
of v
aulte
d truss
es
Display shelf overpantry to 97 1/8"
Balloon 2x4@16"oc wall to BC of TR-42
121 1
/8"
121
1/8"
121 1/8"
121 1/8"
121 1/8"
121
1/8"
121 1/8"
121 1/8" 121 1
/8"
121 1
/8"
109 1
/8"
121 1/8"
121 1
/8"
121 1/8"121 1
/8"
121 1/8"
109 1
/8"
121 1/8"
109 1/8"
109 1/8" 109 1/8"121 1/8"121 1/8" 97 1/8"
97 1/8"
97 1/8"
85 1
/8"
1-6-3 Heel
1-6
-3 H
ee
l
1-6
-3 H
ee
l0-6
-3 H
ee
l1-6
-3 H
ee
l
1-6
-3 H
ee
l
85 1/8"
97 1
/8"
85 1/8"
73 1
/8"
73 1/8"
73 1/8"
97 1
/8"
85 1
/8"
85 1
/8"
85 1/8"
Ceiling at 97 1/8" this side of w
all
121
1/8"
HUS26
*
1t/
1k
*
1t/
1k
*
2t/
2k
*
1t/
1k
*1t/1k
*2t/2k
* 2t/2
k
* 2t/2
k
(2)1 3/4" x 9 1/2" 1.55E LSL 3t/3k
(2)1 3/4" x 9 1/2" 1.55E LSL 3t/3k
Provide rack and sheer bracing at garage return walls under 32" in w
idth: LSDTH
D8 at
foundation (See Foundation Plan). Block all sheathing panel edges.
(2)1 3/4" x 9 1/2" 1.55E LSL 3t/3k
2 pl 2
x6 S
PF B
eari
ng ch
ord a
t 97
1/8"
(12"
above
Bott
om c
hord)
TR-79 bears on plate at 97 1/8"
*2t/2k
*2t/2k
(2)2
x6 (
to h
dr)
, (2
)H2.5
T
LUS24
(2)2
x6, (2
)H2.5
T
LUS24
(2)H2.5T
LUS24
LUS24
LUS24
LUS24
LUS24
LUS24
LUS24
LUS24
(2)H2.5T
(2)H2.5T (2)H2.5T
(2)TBE4, (1)H2.5T
LUS24
SUL26
SUL26
SUL26
SUL26
SUL26
SUL26
SUL26
* 1t/1
k
Cei
ling a
y 97
1/8
" th
is s
ide
of wal
l
2x6@
16"o
c brg
wal
l to 9
7 1/
8"
(2)TBE4, (1)H2.5T
HUS26
CR
OS
S S
EC
TIO
N
LU
S24
(2)TBE4, (1)H2.5T
HUS26
CR
OS
S S
EC
TIO
N
(2)TBE4, (1)H2.5T
LU
S24
HUS26
(2)H2.5T
1 ply
2x4
SP
F
1 ply 2x4 SPF
(3)2
x6 (
to h
dr)
, H
TS
20
HUS26
(2)2
x6, (2
)H2.5
T
(4)2
x6, (2
)TB
E6, H
TS
20
HTS20
(2)H2.5T (2)H2.5T
(2)H2.5T
(2)H2.5T
(2)H2.5T
(2)H2.5T
A
A
A
HUS26
HUS26
(2)T
BE4
HUS26
HUS28
HUS28
HUS26
HUS28
HUS28
(2)T
BE4
2 ply 2x6 SPF
1 ply
2x6
SP
F
(2)H2.5T
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
2 ply
2x6
SP
F B
earin
g cho
rd a
t 97
1/8"
(24"
above
Botto
m c
hord)
TR-79 bears on TR
-81 at 97 1/8"
TR-8
1 ext
ends
to
TR79
at 7
3 1/
8"
TR-8
1 ext
ends
to
gable
wal
l at 7
3 1/8
"
TR-6
6 ext
ends
to
gable
wal
l at 8
5 1/8
"
TR-6
6 ext
ends
to
gable
wal
l at 8
5 1/8
"
Ter
ry C
Des
ign S
ervi
ces
5620
Old
Far
m T
erra
ceC
olo
rado S
pri
ngs,
CO
809
1771
9-96
4-25
68
ELE
VA
TIO
N H
OM
ES
10/3
/201
297
15 K
ings
Can
yon D
r.Fal
con, C
O 8
0831
ww
w.t
ch
om
ed
es
ign
.co
m
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
NO
T F
OR
CO
NS
TU
CTIO
N
91
64
Sh
ipm
an
Ln
,C
olo
rad
o S
pri
ng
s,
CO
8
09
08
Lo
t 4
8,
Fo
res
tga
te s
ub
div
isio
n,
Filin
g N
o.
1E
l P
as
o C
ou
nty
, C
olo
rad
o.
BID
CO
PY
8'-
11"
1'-
0 5
/8"
9'-
1 1
/8"
FRONT ELEVATIONSCALE: 1/4" = 1'
Basement Slab
Stained wood faux timber frame accents
12
6 typProvide ice and water shield protectionfrom edge of eave to 24" in from outsideof exterior wall required at elevationsabove 7,000 ft.
Stucco w/metal lathe over building paper over 15/32"OSB wall sheathing. Simulated 5/4 x 6 trim pop-outs.
Finish Grade: Allow 6"separation from wood productand drainage slope 6" in first 10'
Class A Asphault shingles weighing lessthan 240#/100 sq ft may be installed onlyfrom May 1st through October 31st.
Manufactured Stone Veneer wraps corners to 2'
Top of wall
Subfloor
Top of Wall
SIDE ELEVATIONSCALE: 1/4" = 1'
Ter
ry C
Des
ign S
ervi
ces
5620
Old
Far
m T
erra
ceC
olo
rado S
pri
ngs,
CO
809
1771
9-96
4-25
68
ELE
VA
TIO
N H
OM
ES
10/3
/201
297
15 K
ings
Can
yon D
r.Fal
con, C
O 8
0831
ww
w.t
ch
om
ed
es
ign
.co
m
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
NO
T F
OR
CO
NS
TU
CTIO
N
91
64
Sh
ipm
an
Ln
,C
olo
rad
o S
pri
ng
s,
CO
8
09
08
Lo
t 4
8,
Fo
res
tga
te s
ub
div
isio
n,
Filin
g N
o.
1E
l P
as
o C
ou
nty
, C
olo
rad
o.
BID
CO
PY
GARAGE SIDE ELEVATIONSCALE: 1/4" = 1'
3'-
0 3
/4"
7'
4'
4 1
/2"
5'
2'
2'-
8 3
/8"
1'-
7 1
/8"
2'-
7 5
/8"
3'
6"
6'-
10"
2'-6"3"
5'3"
2'-6"
Arch Radius: 126"
REAR ELEVATIONSCALE: 1/4" = 1'
Arch Radius: 84"
Ter
ry C
Des
ign S
ervi
ces
5620
Old
Far
m T
erra
ceC
olo
rado S
pri
ngs,
CO
809
1771
9-96
4-25
68
ELE
VA
TIO
N H
OM
ES
10/3
/201
297
15 K
ings
Can
yon D
r.Fal
con, C
O 8
0831
ww
w.t
ch
om
ed
es
ign
.co
m
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
NO
T F
OR
CO
NS
TU
CTIO
N
91
64
Sh
ipm
an
Ln
,C
olo
rad
o S
pri
ng
s,
CO
8
09
08
Lo
t 4
8,
Fo
res
tga
te s
ub
div
isio
n,
Filin
g N
o.
1E
l P
as
o C
ou
nty
, C
olo
rad
o.
BID
CO
PY