SHEET 2: FOUNDATION PLAN SHEET 3: BASEMENT FLOOR PLAN ... · SHEET 8: FRONT and RIGHT SIDE...
9
N 172.1' 161 . 98 ' 74.22' 13 9 . 00' 205.14' 272.56' 2 3 9 . 8 9 ' 231.53' 542.16' WELL MAINTAIN 100' SEPER ATION S I T E P L AN S C A L E : 1 " = 3 0 ' 11655 Bison Meadows Court Colorado Springs, CO 80908 Lot 4A, Bison Meadows Subdivision Filing No. 2, Colorado Springs, El Paso County, Colorado LOT AREA: 216,311.82 SQ FT 4.96 acres FOUNDATION FOOTPRINT AREA: 4,270.85 sq ft (1.97%) HIGHEST RIDGE HEIGHT FROM AVG GRADE: 23' CONDITIONED LIVING AREA: MAIN LEVEL: 2,698 sq ft BASEMENT: 2,214 sq ft TOTAL: 4,825 sq ft GARAGE: 1,173 sq ft 517 .73' T T T T e e e e r r r r r r r r y y y y C C C C D D D D e e e e s s s s i i i i g g g g n n n n S S S S e e e e r r r r v v v v i i i i c c c c e e e e s s s s 5620 Old Farm Terrace Colorado Springs, CO 80917 719-964-2568 www.tchomedesign.com Building Design and Drafting by: Project Description: PLAN #: Plot Date: 4/20/2016 Sheet #: 1 Drawn by: T T T T e e e e r r r r r r r r y y y y C C C C a a a a r r r r l l l l s s s s o o o o n n n n SUBCONTRACTOR NOTE: These drawings have been created to specifications as outlined by the named client. Please verify dimensions and details prior to commencement of work. Drawings used onsite must be current and match those stamped and approved by PPRBD. Any deviations from plan without approval of the named client or Terry C Design Services will be made at subcontractor's expense and may be subject to back-charges and/or litigation. COPYRIGHT PENDING: These drawings are the proprietary work product of Terry C Design Services developed for limited exclusive use by the named client. Plans are subject to change without notice due to availability of materials and code changes. Use of these drawings and concepts contained therein for other purposes and/or by others without written permission of Terry C Design Services is prohibited and may subject the user to claims for damages and infringement penalties. C C C C u u u u s s s s t t t t o o o o m m m m S S S S i i i i n n n n g g g g l l l l e e e e F F F F a a a a m m m m i i i i l l l l y y y y R R R R e e e e s s s s i i i i d d d d e e e e n n n n c c c c e e e e NOTES: 2011 PIKES PEAK REGIONAL BUILDING CODE 2009 IRC* 2012 IPC* 2009 IFCG* 2009 IMC* 2009 IECC* 2014 NEC** *As amended by 2011 PPRBC **Or the latest edition adopted by the State of Colorado of 9 CODE SCHEDULE DRAWING INDEX SHEET 1: SITE PLAN SHEET 2: FOUNDATION PLAN SHEET 3: BASEMENT FLOOR PLAN SHEET 4: MAIN LEVEL FLOOR PLAN SHEET 5: FLOOR FRAMING PLAN SHEET 6: ROOF FRAMING PLAN SHEET 7: CROSS SECTION & GARAGE ELEVATIONS SHEET 8: FRONT and RIGHT SIDE ELEVATIONS SHEET 9: REAR and LEFT SIDE ELEVATIONS John and Katherine Snyder 12348 Grand Teton Dr Peyton, CO 80831 John D. and Katherine O.Snyder 11655 Bison Meadows Ct. Colorado Springs, CO 80921 Lot 4A, Bison Meadows Subdivision 2 Colorado Springs, El Paso County, Colorado SUBJECT TO PPRBD APPROVAL AND STAMP CONSTRUCTION EDITION Plans and Documents Created for:
Transcript of SHEET 2: FOUNDATION PLAN SHEET 3: BASEMENT FLOOR PLAN ... · SHEET 8: FRONT and RIGHT SIDE...
N
172.1
'
161.98'
74.22'
139.00'
205.14'
272.5
6'
239.89'
231.5
3'
542.1
6'
WELL
MA
INTA
IN 1
00' S
EP
ER
ATIO
N
SITE PLANSCALE: 1" = 30'
11655 Bison Meadows Court
Colorado Springs, CO 80908
Lot 4A, Bison Meadows SubdivisionFiling No. 2, Colorado Springs,El Paso County, Colorado
LOT AREA: 216,311.82 SQ FT 4.96 acresFOUNDATION FOOTPRINT AREA: 4,270.85 sq ft (1.97%)HIGHEST RIDGE HEIGHT FROM AVG GRADE: 23'
CONDITIONED LIVING AREA:
MAIN LEVEL: 2,698 sq ft BASEMENT: 2,214 sq ft TOTAL: 4,825 sq ft
GARAGE: 1,173 sq ft
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NO
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S:
2011 PIKES PEAK REGIONAL BUILDING CODE2009 IRC*2012 IPC*2009 IFCG*2009 IMC*2009 IECC*2014 NEC***As amended by 2011 PPRBC**Or the latest edition adopted by the State of Colorado
of
9
CODE SCHEDULE
DRAWING INDEX
SHEET 1: SITE PLANSHEET 2: FOUNDATION PLANSHEET 3: BASEMENT FLOOR PLANSHEET 4: MAIN LEVEL FLOOR PLANSHEET 5: FLOOR FRAMING PLAN SHEET 6: ROOF FRAMING PLANSHEET 7: CROSS SECTION & GARAGE ELEVATIONS SHEET 8: FRONT and RIGHT SIDE ELEVATIONSSHEET 9: REAR and LEFT SIDE ELEVATIONS
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Pla
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1'-
9 1
/4"
4'
10'-10 1/2"13'-4"
1'-9 1/4"
23'-6
1/2
"
2'-2
3/4
"
5'-4"12'4'-8"
3'-0
7/1
6"
3'-2
"
5"
4'-8 7/8"
76'-3 1/2"
5"3'-2"
4'-5"
2'-1
0 1/
2"
18'-3
"
2'-1
0 1/
2"
1'-1
0 1/
2"
9'-3
"
2'-1
0 1/
2"
8'
2'
2'
24'
14'
10'-0
7/1
6"
20'
8'
8'
8'
2'
5'-
3 1
/2"
5'
8'-
2"
6'
6'
18
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1/2
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4'
2'
18' 16' 14' 10' 12'
5'-
6 1
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2'
4'-
5 1
/2"
5 1
/2"
5'
16
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1/2
"
12
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2'
4'
6'-
5 1
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2'
14'
20'
6'-7
7/1
6"
8' 18' 16' 22' 6'
13
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22'2 3/4"
12'-8 1/2"21'-3 1/2"
24'-7 3/4"11'-7"15'-9 1/4"
10'-7 3/4"10'-7 3/4"10'-8"
33'-4"7'-1"15'-7"
16
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1) Foundation Plan for dimensional reference only. Soils Report and Foundation Design by licensed Colorado Engineer must be onsite at first inspection2) Hatched area indicates position of mudsill. Use treated or redwood 2x4 at top of basement wall, 2x6 at Garage and garden level walls as shown. No Brickledge required for Cultured Stone Installation3) See engineer's foundation plan for concrete lintel detail at subgrade windows.4) See engineer's foundation plan for pier and pad sizing and detail5) 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 with 4" slab over footing. Foundation top of wall and pier hts indicated are relative to top of main basement wall.7) Install min 15 sq ft well at all subgrade basement windows with min 36" dimension. Provide ladder at egress windows where well is deeper than 44" below grade. First rung of ladder to be within 18" of grade. See Basement Floor Plan for walkout window and door sizes and locations
Gar
age
angle
refe
rence
ColumnCenters
ColumnCenters
Co
lum
nC
en
ters
Co
lum
nC
en
ters
Co
lum
nC
en
ters
Co
lum
nC
en
ters
ColumnCenters
ColumnCenters
ColumnCenters
ColumnCenters
ColumnCenters
Co
lum
nC
en
ters
FOUNDATION PLANSCALE: 1/4" = 1'
Garage angle reference
4" x 10 1/4"Beam Pocket
Top of w
all 0
".
Gar
age
Floor D
rain
age
Slope:
Top o
f wal
l at b
ack
to -3
" at
Ove
rhea
d Door O
penin
g.
Provi
de m
inim
um 8
" dee
p cut o
ut for
Ove
rhea
d door.
Typ a
t gar
age
doors
Top of w
all 0
".
Gar
age
Floor D
rain
age
Slope:
Top o
f wal
l at b
ack
to
-3"
at O
verh
ead D
oor Open
ing.
Provi
de m
inim
um 8
" dee
p cut o
ut for
Ove
rhea
d
door. Typ
at g
arag
e doors
Inst
all S
THD
14 a
t "X",
min
imum
1 1
/2"
from
concr
ete
side
edge
Inst
all S
THD
14 a
t "X",
min
imum
1 1/
2" fr
om c
oncret
e si
de ed
ge
Service door on top of wall,
no cut out in concrete.
Servi
ce d
oor on to
p of w
all,
no cut o
ut in c
oncret
e.
X
X
X
X
Patio door on top of wall, no cutout in concrete.
Door location
50
40
Eg
res
s
20
40
50
60
Eg
res
s
X
X
X
X
Colu
mn
Cen
ters
Colu
mn
Cen
ters
Gar
age
angle
refe
rence
Gar
age
angle
refe
rence
ColumnCenters
Deck piers per Engineer'sFoundation Plan
Deck piers per Engineer'sFoundation Plan
Dec
k pie
rs p
er E
nginee
r's
Foundatio
n Pla
n
CR
OS
S S
EC
TIO
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S S
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r p
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ith
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tw
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am
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REF.
WH
UP
SD
SD
CO
SD
SD
CO
SD
SD
CO
SD
CO
5'-5" x 9'-9"
15'-0" x 6'-1"
13'-0" x 13'-6"
9'-0" x 4'-11"
14'-10" x 13'-3"
31'-3" x 15'-4"
11'-3" x 19'-2"
8'-7" x 5'-5"
2214 sq ft
4'-7" x 10'-8" 12'-6" x 14'-9"
5'-8" x 9'-11"
1'
2'-
10
1/2
"
14
'-1
"5
'-9
1/2
"1
3'-
7"
1'
2'-
4 1
/2"
4'-
5"
3'-
3 1
/2"
4'-
6"
6'-
8 1
/2"
4'-
3 1
/2"
5'-
3 1
/2"
3'-
3 1
/2"
3'-
4"
4'-
3 1
/2"
4 1/2"
3'-
9 1
/2"
12
'-8
1/2
"5
'-1
"2
'-0
1/2
"1
0'-
2"
2'-
4 1
/2"
7'-
3 1
/2"
2'-
11
1/2
"7
"
1'
1'-
8"
9'-
0 1
/2"
4'-
1 1
/2"
16
'-2
"
2'
5'-3"
13'-2"4'-11"14'-11"1'
1' 7'-8 1/2" 8'-11" 5'-9 1/2" 5'-9" 33'-10" 1'
2'-9 1/2"2'-1 1/2"
11'-7"15'-7 1/2"
2'-9 1/2"2'-1 1/2"
1'6'4'-3 1/2"
5'-4 1/2"7 1/2"
1'
1' 13'-1" 9' 8'-9 1/2" 1'-9" 11'-7" 4'-11" 12'-10 1/2" 1'
15
''1
5''
15'' 15''
15
''1
5''
46
'-5
1/2
"
8'-
2"
5'
5'-
3 1
/2"
16
'1
8'-
5 1
/2"
6'
6'
4'
2'
12'10'14'16'18'
16
'-6
1/2
"5
'5
1/2
"4
'-5
1/2
"2
'5
'-6
1/2
"
22
'1
2'
34
'
4'
6'-
5 1
/2"
2'-
0 1
/2"
3'
1'-
5" 7' 7' 2'
1'-9 1/2"2'-6"
4 1/2"12'
4 1/2"2'-6" 2'-5 1/2"
3'-6" 3' 6" 4' 6" 3' 3'-6"
8' 18' 16' 22' 6'
70'
BATH 3
Shelves
BATH 4
CLOSET
DAUGHTER'S BEDROOM
REFRESHMENTS
UNFINISHEDSTORAGE
GUESTBEDROOM
RECREATION
SON'S BEDROOM
BATH 2
UNFINISHEDMECHANICAL
CLOSET
Win
do
w S
ea
t
Games
Linens
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 wall plus 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 all subgrade basement windows with min 36" dimension. Provide ladder where well is deeper 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 or duct soffit and out floor rim as indicated by arrows andmay not terminate within 36" of any 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 for extended duct length. Dryer vent may not terminate within 36" of any opening that allows air 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 if enclosed and 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" Head Clearance
6) WATER HEATERS: Electric 50 gal water heater 7) SMOKE and CO DETECTORS: Smoke Detectors located as indicated by interconnected and to all other floors with battery back-up. Carbon Monoxide detector shall be installed within 15 ft of all bedroom entrances. Multiple detectors to be interconnected.
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) Provide low resistance return air path to all closed rooms. Recommend 1" clearance at bottom of door.
10) Allow Floor Lift under non-bearing partitions Treated or redwood sill plate on surface with bottom plate of wall elevated 3" above sill plate held in place with 6" spike @4' max oc.
GENERAL NOTES:SCALE: 1/4" = 1'
Vents: Seenote 3
Vents: Seenote 3
Vents: Seenote 3
Minimum 3" clearance
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
No Cooking
12068 Temp. sliding patio door2650SH w/ grid,slab +80" totop (Egress)
Tempered
2650SH w/ grid,slab +80" to top
Tempered
7040TS w/ grid, slab +84" to top
30
50
SH
w/
gri
d,
sla
b +
84
"to
to
p
3050SH w/ grid,slab +84" to top
3050SH w/ grid,slab +84" to top
(Egress)
4050FX, slab +84" to top
50
60
SL
, s
lab
+9
6"
to t
op
(E
gre
ss
)
20
40
SH
w/
gri
d,
sla
b +
84
"to
to
p
50
40
SL
w/
gri
d,
sla
b+
84
" to
to
p (
Eg
res
s)
36
" A
rch
wa
y
4068BP
4068BP
26
68
30"Archway
24
68
5068BP
26
68
2468
24
68
Pk
t.D
oo
r
36
" A
rch
wa
y
3068Louvered
2468
(2)2
06
8
48"Archway
30"Archway
26
68
24
68
26
68
BASEMENT FLOOR PLAN
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DN
D/W
REF.
30
X2
2A
TT
ICA
CC
ES
S
30X22
ATTIC
ACCESS
SD
CO
21'-8" x 22'-7"
13'-0" x 11'-9"
4'-9" x 6'-1"
6'-3" x 9'-9"
11'-0" x 11'-0"
10'-4" x 9'-0"
22'-7" x 13'-11"
13'-0" x 4'-11"
8'-1" x 7'-9"
9'-7" x 7'-9"
23'-2" x 39'-5"
11'-4" x 9'-10"
17'-0" x 15'-8"
5'-1" x 9'-2"
11'-6" x 13'-10"
5'-
7"
x 9
'-1"
19'-8" x 19'-0"
18'-11" x 8'-1"
2173 sq ft
2'-
6"
16
'-5
1/2
"
2'-9
15/
16"2
'6
'-9
1/2
"
5'-
7 1
/2"
2'-
9 1
/2"
4'-
6"
2'-
9 1
/2"
4'-
10
1/4
"1
'-5
1/2
"4
'-3
1/2
"1
'-5
1/2
"4
'-4
3/4
"
5'-
11
"2
'-4
1/2
"7
'-3
1/2
"3
'-1
1 1
/2"
4'-
5 1
/2"
6'-
7 1
/2"
5'-
6"
2'-
4 1
/2"
6'-
3 1
/2"
4'-
1 1
/2"
16
'-7
1/2
"6
'-1
1 1
/2"
10
'-3
1/2
"1
'-3
"
2'-4"
5'-7 1/2"2'-3 1/2"
15'-3"
6'-5 1/2" 2'-11" 5'-3 1/2" 4'-9 1/2"
3'-0 3/4"
3'-9" 10'-11"
2'-9"
2'-9"
3'-11 1/2" 6'-7" 6'-5" 5'-3 1/2" 22'-3 1/2"5'-7 1/2" 3'-9 1/2" 4'-5" 5'-7 1/2"
3'-7 1/2" 5'-3 1/2" 15'-5 1/2" 10'-3 1/2"4"
2'-4 1/2"
6'-10 1/4" 6'-8 1/4" 4'-7 1/2" 5'
2'-
6"
15
''1
5''
15
''1
5''
42'-7
7/1
6"46'
35
'-9
5/1
6"
2'-
11
1/2
"6
'-1
0"
2'-
6"
2'-11 1/2" 8'-1" 2'-6"
11'-8 3/8" 6'-3 5/8"
7'-6"
5'
7'-6"
6'-7
7/1
6"
20'
14'
2'
7'-6
"
5'
7'-6
"
6'
5'
9'
20'
3'-1
7/1
6"
3'
6"
2'-
3 1
/2"
2'
8'
2'
1'-
8 1
/2"
1'-
2"
4'
2'-
8"
2'
9'-
11
5/1
6"
6'-
9"
3'-
11
"9
'-1
5/1
6"
16
'1
9'-
9 5
/16
"
5'-2" 10'-10"
8'-9 1/2" 5'-3 1/2" 1'-11"
1'-2"4' 2'-10"
6'-5 1/2"1'-6 1/2"
3'-6" 3' 6" 4' 6" 3' 3'-6" 7' 7' 2'1'-9 1/2"
2'-6"4 1/2"
12'4 1/2"
2'-6" 2'-5 1/2"
8' 18' 16' 22' 6'
70'
7'-
7 1
/2"
1'-
5 1
/2"
4'-
3 1
/2"
1'-
5 1
/2"
7'-
2"
3'-
11
1/2
"3
'8
'-6
1/2
"3
'3
'-6
"3
'6
'3
'
6'-
5 1
/2"
4'
22
'1
2'
44
'-5
1/2
"
2'
1'-6"7'
1'-6"
3'-6" 2' 5' 2' 3'-6" 3'-6" 7' 3'-6"1'-6" 1'-6"
6" 3' 6"1'-6" 1'-6"
3' 6' 3'
4'
2'
4'6"
3'
4'-6"
6'
4'
12'10'14'16'
52'
16'
8'
24'
3'
9'
2'
3'
18'
3'
10'
14'
24'
2'
2'
52'
2'
4'
2'
1'-6"
5'
1'-6"
20'
8'
8'
8'
2'
STUDY
DINING
DECK
OPENBELOW
PORCH
LA
UN
DR
Y
BARRELVAULT
COATS
MASTER BATH
SHOP
PWDR
Standing Mirror
MASTER BDRM
ENTRY
GREAT ROOM
BARREL VAULT
BENCH W/ HOOKS & CUBBIES
Do
or
thro
ug
hfa
lse
ca
bin
et
NOOKPANTRY
CLOSET
KITCHEN
Dis
play
LINENS BARRELVAULT
SEAT
MUD
GARAGE
Vaulted Ceiling
TV
Nic
he
ab
ov
e s
tove
10' Ceiling
TV
Nic
he
ab
ov
e s
tove
10' Ceiling
10' Ceiling
10' Ceiling
Vaulted Ceiling
BARREL VAULT
10' w/celing tray to 11'
9' Ceiling
9' Ceiling
9' C
eil
ing
9' Ceiling
9' Ceiling
10' Ceiling
9' Ceiling
MAIN LEVEL FLOOR PLAN
SCALE: 1/4" = 1'
Va
ult
rid
ge
@ 2
07
5/1
6"
Va
ult
rid
ge
@ 1
77
7/1
6"
7020FX Arched top Transom w/ grid, 125 1/2" to top
GENERAL NOTES:
1) CEILINGS AND WALLS Standard ceilings: 10' except where otherwise indicated. Verify plate heights with framing plans. Garage ceiling: 121 1/8" from framed subfloor, except where otherwise indicated. Verify plate heights with framing plans. Standard exterior walls: 2x6@16"oc UON
2) WINDOWS: All window header heights 96" 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 roof or through floor rim as indicated by arrows andmay 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 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 under stairs if enclosed and 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" Head Clearance
6) SMOKE DETECTORS: Located as indicated by Interlinked together and to all other floors with battery 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. Recommend 1" clearance at bottom of door.
Dryer Vent Under Floorto rim: See note 4
127
3/4"
Cei
ling th
is s
ide
of lin
e
(109
1/8
" fr
om fr
amed
subflo
or)
CR
OS
S S
EC
TIO
N
Vaulted Ceiling
Va
ult
rid
ge
@ 2
07
5/1
6"
5/8" type X sheetrock at ceiling and common wall firetaped. Wrap all structural members. (See general note 8)
127 3/4" Ceiling this side of line
(109 1/8" from fram
ed subfloor)
ICC/UL approvedDirect-VentWood Stovevents throughroof
(2)1660FX w/ grid (Temp.) 96" to top
30
80
3080
Vents: Seenote 3
100sq in Make up air
2x6 Plumbing wall
139 3/4" Ceiling(121 1/8" from framed subfloor)
Vents: Seenote 3
CR
OS
S S
EC
TIO
N
ICC/UL approvedDirect-VentWood Stovevents throughroof
Vents: See note 3
18' x
8' O
verh
ead d
oor
9' x
8' O
verh
ead d
oor
4040FX Arched top w/
grid, 120 5/8" to top
5040SL w/ grid,
120 5/8" to top
127 3/4" Ceiling(109 1/8" from framed subfloor)
4080BP
60" x 60" Arched top pass
through 48 5/8" sill
5040
SL w/ g
rid,
120
5/8"
to to
p
5040SL w/ grid,
120 5/8" to top
2880
(2)3
080
3080
3080
20
min
ute
ra
ted
tig
ht
fitt
ing
do
or
2480
2040SH w/ grid, 84" to top
2040
SH w
/ grid
,
120
1/8"
to to
p
2040SH w/ grid,84" to top
7060TC Arched top w/ grid
135" x 102" Archway
74
" x
96
" A
rch
wa
y
102" x 102" Archway
74
" x
96
" A
rch
wa
y(2
)26
80
6050DC Arched top w/ grid,84" to top (Egress)
60
50
DC
Arc
he
d t
op
w/
gri
d,
84
" to
to
p
30
60
SH
Ha
lfro
un
d w
/ g
rid
30
60
SH
Ha
lfro
un
d w
/ g
rid
2660SH w/ grid Tempered
12080 Temp. sliding patio door 2660SH w/ gridTemperedTransoms above, see rear elevation for dimensions
7050TS w/ grid, 90" to top
3060SH w/ grid(Egress)
3060SH w/ grid4060FX
20
50
SH
w/
gri
d Arched transoms above, seerear elevation for dimensions
20
50
SH
w/
gri
d(E
gre
ss
)
36" x 96"Archway
28
80
36" x 96"Archway
3080
2080
2080
2480
24
80
Pk
t D
r
21180 Barn door
4040SL w/ grid,Temp. 84" to top
40
40
SL
w/
gri
d,
Te
mp
. 8
4"
to t
op
20
40
SH
w/
gri
d,
84
" to
to
p
35" x 96"Archway
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ign
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os
pe
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ica
tio
ns
as
ou
tlin
ed
by t
he
na
me
d c
lie
nt.
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lea
se
ve
rify
dim
en
sio
ns
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d d
eta
ils
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om
me
nc
em
en
t o
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ork
. D
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se
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ite
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st
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urr
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. A
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val
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the
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me
d c
lie
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rry C
Des
ign
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rvic
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ay
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ct
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ac
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rge
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/or
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on
.
CO
PY
RIG
HT
PE
ND
ING
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gs
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e p
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tary
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rk p
rod
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to
f T
err
y C
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lop
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r li
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clu
siv
e u
se b
y t
he
na
me
d c
lie
nt.
P
lan
s a
res
ub
jec
t to
ch
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ge
wit
ho
ut
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tice
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e t
oa
va
ila
bil
ity o
f m
ate
rials
an
d c
od
e c
ha
ng
es
. U
se
of
the
se d
raw
ing
s a
nd
co
nc
ep
ts c
on
tain
ed
th
ere
info
r o
the
r p
urp
os
es
an
d/o
r b
y o
the
rs w
ith
ou
tw
ritt
en
pe
rmis
sio
n o
f T
err
y C
Des
ign
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rvic
es
is
pro
hib
ite
d a
nd
ma
y s
ub
jec
t th
e u
se
r to
cla
ims
fo
rd
am
ag
es
an
d in
frin
ge
me
nt
pe
na
ltie
s.
CC CCuu uu
ss sstt tt oo oo
mm mm SS SS
ii ii nn nngg gg
ll ll ee ee FF FF
aa aamm mm
ii ii ll llyy yy
RR RRee ee
ss ssii ii dd dd
ee eenn nn
cc ccee ee
NO
TE
S:
of
9
Jo
hn
an
d K
ath
eri
ne
Sn
yd
er
123
48
Gra
nd
Te
ton
Dr
Peyto
n,
CO
80
83
1
Jo
hn
D.
an
d K
ath
eri
ne
O.S
nyd
er
11
65
5 B
iso
n M
ea
do
ws
Ct.
Co
lora
do
Sp
rin
gs
, C
O
80
921
Lo
t 4
A,
Bis
on
Me
ad
ow
s S
ub
div
isio
n 2
Co
lora
do
Sp
rin
gs
, E
l P
as
o C
ou
nty
,C
olo
rad
o
SU
BJ
EC
T T
O P
PR
BD
AP
PR
OV
AL
AN
DS
TA
MP
CO
NS
TR
UC
TIO
N E
DIT
ION
Pla
ns
an
d D
ocu
men
ts C
rea
ted
for:
1'-
9 1
/4"
4'
10'-10 1/2"13'-4"
1'-9 1/4"
23'-6
1/2
"
2'-2
3/4
"
13
'-9
1/4
"
6'-
5 1
/2"
4'
22'2 3/4"
38'
6'-3 5/8"11'-8 3/8"
12'10'14'16'18'
12'-8 1/2"21'-3 1/2"
34'6'-3 1/2"23'-8 1/2"
10
'1
1'-
7"
12
'-5
"
2'
24'-7 3/4"11'-7"15'-9 1/4"
10'-7 3/4"10'-7 3/4"10'-8"
33'-4"7'-1"15'-7"
16
'-1
3/4
"1
8'-
3 3
/4"
2'
4'
6'
6'
18
'-5
1/2
"1
6'
22'16'18'8'
12
'2
2'
14
'
12
'-6
"7
'-5
3/4
"1
6'-
4 1
/4"
3'-
8"
Provide solid blocking at cantilever
ColumnCenters
(2)1
3/4
" x
11
7/8
" L
VL
(fl
us
h)
Cantilever
(2)1
3/4
" x
11
7/8
" L
VL
(fl
us
h)
SCH40
W 10x 19 (d) Continuous two spans
ColumnCenters
W 8x 10 (d) Continuous three spans
(2)1
3/4
" x
11
7/8
" L
VL
(fl
us
h)
W 10x 39 (d) Continuous two spans
W 8x 10 (d)
Sta
irw
ell
Op
en
ing
StairwellOpening
StairwellOpening
Co
lum
nC
en
ters
Co
lum
nC
en
ters
Co
lum
nC
en
ters
Co
lum
nC
en
ters
ColumnCenters
ColumnCenters
ColumnCenters
ColumnCenters
Beam pocket(min 3" brg)
(3)2x6
(2)2x6
(4)2x6
Co
nc
rete
Lin
tel
(2)1 3/4" x 7 1/4" LVL Continuous
1t/
1k
*
(2)1 3/4" x 7 1/4" LVL 2t/2k
(3)1 3/4" x 11 7/8" LVL Continuous
2t/
2k
*
1t/3k
*
1) Joist: 11 7/8" BCI 6000 @16"oc w/IUS2.37/11.88 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 surfaces UON5) 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 flushfloor beams above w/CS16 straps @ea beam end. Lap straps 10" min each end, do notnail into end grain, provide 2x backer full length of strap.8) Dimensions: Framing: Rim to rim Columns and Beam Pockets: Framed wall exterior or Concrete surface to center Stairwell: Rim or exterior of concrete wall surface to stairwell surface9) DESIGN LOADS:Live Load: 40 psfDead Load: 10 psfTotal Load: 50 psf
FLOOR FRAMING PLAN*
SCALE: 1/4" = 1'
See landingnote #7
IUS1.81/11.88
1 3/4" x 11 7/8" 1.55E LSL
1 3
/4"
x 1
1 7
/8"
1.5
5E
LS
L
1 3
/4"
x 1
1 7
/8"
1.5
5E
LS
L
1 3/4" x 11 7/8" 1.55E LSL
BCI60 Joists this area
1) Ledger: 2x12 to Floor Rim w/(3)1/2"x5" lag 2) Deck Beam: As indicated (Flush)3) Deck Joist: 2x12@16"oc to rim UON, beam or ledger w/LUS210. Use LUC210Z atcorners where joist aligns with end of rim and ledger.4) Columns: 6x6 post with LPC6Z cap and ABW66Z base with ½”dia. expansion anchorwith 6” minimum embedment into pier below (typ) UON. Concrete pier per engineer'sfoundation plan to 36" below and 6" above grade.5) Decking: 2x6 Redwood or composite6) Guardrail: Min 36" Halfwall or 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) DESIGN LOADS:Live Load: 40psfDead Load: 15psfTotal Load: 55psfLedger: 66psf
DECK FRAMINGSCALE: 1/4" = 1'
JB212
W14x26 (Flush)
ColumnCenters
Co
lum
nC
en
ters
LU
C2
10
Z
LU
C2
10
Z
Colu
mn
Cen
ters
Colu
mn
Cen
ters
ColumnCenters
CR
OS
S S
EC
TIO
N
CR
OS
S S
EC
TIO
N
1t/3k1t/3k 3t 3t
HSS 4x4 x 1/4" column. Provide double solid blockunder wall above
1t/
1k
1t/3k 4t 4t
TT TTee ee
rr rr rr rryy yy CC CC
DD DDee ee
ss ssii ii gg gg
nn nn SS SS
ee eerr rr vv vv
ii ii cc ccee ee
ss ss5
62
0 O
ld F
arm
Te
rra
ce
Co
lora
do
Sp
rin
gs,
CO
8
09
17
71
9-9
64
-25
68
ww
w.t
ch
om
ed
esi
gn
.co
m
Bu
ild
ing
Des
ign
an
d D
raft
ing
by
:
Pro
ject
Desc
rip
tion
:P
LA
N #
:P
lot
Da
te:
4/2
0/2
01
6
Sh
ee
t #
:
5
Dra
wn
by:
TT TTee ee
rr rr rr rryy yy CC CC
aa aarr rr ll ll
ss ssoo oo
nn nnS
UB
CO
NT
RA
CT
OR
NO
TE
:
Th
ese
dra
win
gs
ha
ve
be
en
cre
ate
d t
os
pe
cif
ica
tio
ns
as
ou
tlin
ed
by t
he
na
me
d c
lie
nt.
P
lea
se
ve
rify
dim
en
sio
ns
an
d d
eta
ils
pri
or
toc
om
me
nc
em
en
t o
f w
ork
. D
raw
ing
s u
se
do
ns
ite
mu
st
be c
urr
en
t a
nd
ma
tch
th
os
es
tam
pe
d a
nd
ap
pro
ve
d b
y P
PR
BD
. A
ny
de
via
tio
ns
fro
m p
lan
wit
ho
ut
ap
pro
val
of
the
na
me
d c
lie
nt
or
Te
rry C
Des
ign
Se
rvic
es
wil
lb
e m
ad
e a
t s
ub
co
ntr
ac
tor'
s e
xp
en
se
an
d m
ay
be
su
bje
ct
to b
ac
k-c
ha
rge
s a
nd
/or
liti
gati
on
.
CO
PY
RIG
HT
PE
ND
ING
: T
he
se
dra
win
gs
are
th
e p
rop
rie
tary
wo
rk p
rod
uc
to
f T
err
y C
De
sig
n S
erv
ices
deve
lop
ed
fo
r li
mit
ed
ex
clu
siv
e u
se b
y t
he
na
me
d c
lie
nt.
P
lan
s a
res
ub
jec
t to
ch
an
ge
wit
ho
ut
no
tice
du
e t
oa
va
ila
bil
ity o
f m
ate
rials
an
d c
od
e c
ha
ng
es
. U
se
of
the
se d
raw
ing
s a
nd
co
nc
ep
ts c
on
tain
ed
th
ere
info
r o
the
r p
urp
os
es
an
d/o
r b
y o
the
rs w
ith
ou
tw
ritt
en
pe
rmis
sio
n o
f T
err
y C
Des
ign
Se
rvic
es
is
pro
hib
ite
d a
nd
ma
y s
ub
jec
t th
e u
se
r to
cla
ims
fo
rd
am
ag
es
an
d in
frin
ge
me
nt
pe
na
ltie
s.
CC CCuu uu
ss sstt tt oo oo
mm mm SS SS
ii ii nn nngg gg
ll ll ee ee FF FF
aa aamm mm
ii ii ll llyy yy
RR RRee ee
ss ssii ii dd dd
ee eenn nn
cc ccee ee
NO
TE
S:
of
9
Jo
hn
an
d K
ath
eri
ne
Sn
yd
er
123
48
Gra
nd
Te
ton
Dr
Peyto
n,
CO
80
83
1
Jo
hn
D.
an
d K
ath
eri
ne
O.S
nyd
er
11
65
5 B
iso
n M
ea
do
ws
Ct.
Co
lora
do
Sp
rin
gs
, C
O
80
921
Lo
t 4
A,
Bis
on
Me
ad
ow
s S
ub
div
isio
n 2
Co
lora
do
Sp
rin
gs
, E
l P
as
o C
ou
nty
,C
olo
rad
o
SU
BJ
EC
T T
O P
PR
BD
AP
PR
OV
AL
AN
DS
TA
MP
CO
NS
TR
UC
TIO
N E
DIT
ION
Pla
ns
an
d D
ocu
men
ts C
rea
ted
for:
TR-33
TR-4
TR-74
TR
-63
TR
-49
TR-6
TR-1
TR
-58
TR
-57
TR-28
TR-31
TR-9
TR-50
TR-73
TR-72
TR-5
TR
-58
TR-68
TR-5
TR-50
TR
-63
TR-36
TR-6
TR-5
TR
-5
TR-71
TR-67
TR-6
TR-66
TR-32
TR-8
TR
-5
TR-6
TR
-41
TR-75
TR-34
TR
-59
TR-9
TR-6
TR-6
TR-10
TR
-42
TR-35
TR-6
TR-37
TR
-38
TR-6
TR-6
TR-6
TR-2
TR-6TR
-6
TR-2
TR-2
TR
-43
TR-2
TR-11
TR-2
TR
-44
TR-2
TR-6
TR-6
TR-6
TR-2
TR-2
TR-65
TR-70
TR-2
TR-6
TR-12
TR-3
TR
-45
TR
-46
TR-6
TR-64
TR
-39
TR
-40
TR-6
TR-6
TR-13
TR-6
TR-14
TR-6
TR
-47
TR-15
TR
-48
TR-6
TR-5
TR-16
TR-76
TR-6
TR-6
TR-6
TR-17
TR-18
TR-78
TR-6
TR-19
TR-20
TR-21
TR-50
TR-60
TR-22
TR
-63
TR-77
TR-23
TR-24
TR-5
TR-25
TR-69
TR-26
TR-51
TR-27
TR-52
TR-6
TR-6
TR-6
TR-30
TR-53
TR-29
TR-54
TR
-6
TR
-58
TR-55
TR
-59
TR-62
TR
-6
TR
-59
TR-56
TR-79
TR-60
TR-80
TR-60
TR
-6
TR-81
TR-60
TR-60
TR-60
TR-82
TR-61
TR
-6
TR
-6
TR
-6
TR-82
TR-82
TR
-83
TR-9
TR
-84 T
R-8
5
TR
-86
TR
-86
TR
-87
TR-8
8
TR-8
8
TR-37
18
'-3
1/2
"
18
'-0
1/2
"
2'-
11
1/2
"6
'-1
0"
2'-
6"
2'-11 1/2" 8'-1" 2'-6"
1'-9 1/2"2'-6"
4 1/2"12'
4 1/2"2'-6"
2'-5 1/2"
3'-6" 3' 6" 4' 6" 3' 3'-6"1'-3 3/4"
1'-6"
5'
1'-6"
7'-6
"
5'
7'-6
"
3'-6"7'3'-6"
3'
6'
3'
1'-6"7'
1'-6"
16'
6'
2'
4'
6'
2'
8'
10' 12'
13'-4" 11'-4" 11'-4"
36'
30'
56
'
14
'2
2'
12
'8
'
10
'
64'
8' 18' 15'-6 1/2" 22'-5 1/2"
16
'1
9'-
9 5
/16
"
20'
20'
20'
6'-7
7/1
6"
20'
14'
2'
2'4'
50'
10'
14'
24'
2'
2'
24'
28'
5'-6 1/2"10'-11"13'-6 1/2"
6'22'8'
6'-
5 1
/2"
34
'
6'
18
'-2
1/2
"2
'-3
"
4'
16'
8'
1'-3 5/8"
8'
8'
8'
2'
2'
27
'-4
3/4
"6
'-7
1/4
"
10
9 1
/8"
109 1/8"
2t/2k
TR-7
Cant.
109 1/8"
TR
-7
TR
-7
121 1/8"
TR-7
TR-7
1-6-
14 H
eel
1-6
-14
He
el
1-6
-14
He
el
121 1/8"
2k
1-6
-14
He
el
HUS26
1-6
-14
He
el
TR-3
2-6
-14
He
el
12
1 1
/8"
2-6
-14
He
el
Cant.
Cant.
12
1 1
/8"
2k
Cant.
Cant.
10
9 1
/8"
EXPOSED TO WIND
1k
EXPOSED TO WIND
LUS26
EXPOSED
TO W
IND
EXPOSED TO WIND
EXPOSED
TO
WIN
D
1k
10
9 1
/8"
#
TR-4
2-6
-14
He
el
HUS26
Extend 6x12's to 24" beyondcolumn, 1" chamfereddiamond cut end (typ)
1k
1) 8/12 Pitch 0-6-14 heel w/16 1/2" plumb cut tails UON. Specific heels heights indicated on plan arefor total heel.2) Gable trusses: Continuous bearing available except where noted otherwise, 18" gable eaveoverhang.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: 96" UON.5) Exterior Walls: 2x6 @16"oc, 0-5-8 bearing, DF top plates recommended UON. Garage Exterior walls: 2x6@16"oc, 0-5-8 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 UON.9) Balloon frame to bottom chord of vaulted trusses: 2x4@16"oc to 10' bearing or non-bearing to 12', 2x4@12"oc 12' to 13', @8"oc over 13' to 14', 2x6@16"oc over 10' to 15' bearing, 12"oc over 15' to less than 18', UON.10) Provide Ice and water shield protection from edge of eave to 24" from outside of exterior wall atelevations 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 and design is based oneach manufacturer's design criteria. Manufacturer's design criteria supercedes cross referenceschedules.
10
9 1
/8"
121 1/8"
HUS26
121
1/8"
121 1/8"
121
1/8"
12
1 1
/8"
109 1/8"
109 1/8"
STHD
14 a
t foundat
ion (S
ee F
oundatio
n Pla
n). B
lock
all
shea
thin
g pan
el e
dges.
Portal
Fra
me
fig. R
602.
10.3
.3
109
1/8"
109 1/8"
1k
109
1/8"
12
1 1
/8"
109 1/8"
12
1 1
/8"
121
1/8"
1k
HUS26
121
1/8"
109 1/8"
10
9 1
/8" 109 1/8"
10
9 1
/8"
109 1/8"
109 1/8"
3k
109 1/8"
10
9 1
/8"
109 1/8"
10
9 1
/8"
(2)1 3/4" x 11 7/8" LVL,top @ 121 1/8"
12
1 1
/8"
12
1 1
/8"
#
10
9 1
/8"
3k
12
1 1
/8"
1k
121 1/8"
HUS26
12
1 1
/8"
109 1/8" 109 1/8"
2t/2k
*
TR-79 spans wall, no hdr
2t/2k
HUS26
Balloon wall to BC of TR-62 (See note #9)
121 1/8"
121 1/8"
*
1t/1
k
12
1 1
/8"
Balloon wall to bottom chordof TR-74 (See note #9)
(2)2
x4
@2
4"o
c (
ali
gn
ed
wit
htr
us
se
s)
brg
wa
ll t
o 1
09
1/8
"
(2)2
x4
@2
4"o
c (
ali
gn
ed
wit
htr
us
se
s)
brg
wa
ll t
o 1
21
1/8
"
(2)2x6@16"oc brg wall to 1091/8"
(2)2x4@24"oc (aligned with trusses) brg wall to 109 1/8" (2)2x4@24"oc (aligned withtrusses) brg wall to 121 1/8"
(2)2
x6
@2
4"o
c (
ali
gn
ed
wit
htr
us
se
s)
brg
wa
ll t
o 1
21
1/8
"
HUS26
*
2t/
2k
SCALE: 1/4" = 1'
*
2t/2k
HUS26
*
*
ROOF FRAMING PLAN
HUS26
1t/
1k
*1
t/1
k
HUS26
HUS26
*
LUS26
(2)1
3/4
" x
11 7
/8"
LVL, t
op @ 1
09 1
/8"
(3)1 3/4" x 11 7/8" LVL
1t/
1k
*
(3)2x6, HTS20 (3)2x6,HTS20
1t/
1k
*
2t/2k*
TR-81 spans wall, no hdr
2k
1k
2k
1k 1k1k
2k2k
*1t/1k *1t/1k
*1t
/1k
2t
2k/2
t
(2)1
3/4
" x
11 7
/8"
LVL
Contin
uous
to w
all c
orner
s. (S
ee p
ortal
fram
e
detai
l R60
2.10
.3.3
)
2k/2
t
2t
Extend 6x12's to 24" beyondcolumn, 1" chamfereddiamond cut end (typ)
# Roof columns, Qty: 7(3)2x6 w/LPC6 cap and ABU66 base w/5/8"dia.Exp anchor w/6" min embedment into pieror6x6 w/LPC6 cap and ABE66 base w/5/8" diaexp anchor w/6" min embedment into pier
8/1
2 P
ara
lle
l V
au
ltri
dg
e t
o 2
07
5/1
6"
6 x
12
Tim
be
r b
ea
m t
o 1
21
1/8
"
6 x
12
Tim
be
r b
ea
m t
o 1
21
1/8
"
# #
##
#
Wood wrapped to 14" squareper exterior elevation
Balloon wall to BC of TR-50 (See note #9)
Balloon 2x4 wall to match bottom chord of TR-74 (See note #9)
TR
-87
sp
an
s w
all
, n
o h
dr
TR-62 spans wall, no hdr
TR-50 spans wall, no hdr
TR-1
span
s w
all,
no hdr
TR-4 spans w
all, no hdr
8/1
2 P
ara
lle
l V
au
lt r
idg
e t
o 1
77
7/1
6"
8/1
2 P
ara
lle
l V
au
lt r
idg
e t
o 2
07
5/1
6"
Ceiling recess to 133 1/8"
Ce
ilin
g r
ec
es
s t
o 1
33
1/8
"
Ce
ilin
g r
ec
es
s t
o 1
33
1/8
"
Ceiling recess to 133 1/8"
Barrel Vault Ceiling
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
Ma
x.� H
eig
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.
Provi
de bea
ring c
hord to
TR
-9 @
121
1/8
"
3 ply
2X6
spf
Provi
de bea
ring c
hord to
TR
-3 @
121
1/8
"
2 ply
2X6
spf
TR-7
TR-7
*1t/1k *1t/1k
*3t/
3k
*2t/
2k
1 ply
2X6
spf
4t/2k
(2)H
2.5
T
(2)1
3/4
" x
11 7
/8"
LSL
Contin
uous to
wal
l corn
ers.
(See
port
al fr
ame
detai
l R60
2.10
.3.3
)
2t
2t
2t/2
k
2t/2
k
CR
OS
S S
EC
TIO
N
(4)2
x6, (
2)TB
E6,H
TS20
1 ply 2X6 spf(4
)2x6
, (2)
TBE6,
HTS20
6 x 12 Timber beam to 121 1/8"
(5)2
x6, (
2)TB
E6,H
TS20
(5)2
x6, (
2)TB
E6,H
TS20
(2)H2.5T
(2)H2.5T
(2)H2.5T
TR-5
LUS26
LUS26
THJA
26
(2)H
2.5
T
THJA
26
THJA
26
LUS26
LUS26
LUS26
LUS26
LUS26
LUS26
LUS26
LUS26
LUS26
THJA
26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
LUS26
THJA
26
LUS26
LUS26
(2)1
3/4
" x
9 1/
2" L
VL to
p @ 8
9 1/
8"
HU
S2
6
HU
S2
6
HU
S2
6
HU
S2
6
HU
S2
6
HU
S2
6
LUS26
LUS26
LUS26
LUS26
LUS26
LUS26
LUS26
TH
JA
26
(2)2x6x36" brg block TR-59 BC centeredover wall w/(3)16d@6"oc staggered,(5)2x8DF column centered under TR-59,(2)LGT4-SDS3 (one each side of wall)
LUS26
LUS26
LUS26
HUS26
HUS26
HUS26
HUS26
HUS26, (2)H2.5T
HUS26
HUS26
HUS26, (2)H2.5T
HUS26
HUS26
HUS26
HUS26
LU
S2
6
LU
S2
6
LU
S2
6
LU
S2
6
LU
S2
6
HUS26
LU
S2
6
THJA26
LU
S2
6
LU
S2
6
LU
S2
6
LU
S2
6
1 ply 2X6 spf
1 p
ly 2
X6
sp
f
3 p
ly 2
X6
sp
f
2 ply 2X6 spf
1 ply 2X6 spf
97 1
/8"
97 1
/8"
121 1/8"
121 1/8"
121
1/8"
109
1/8"
121
1/8"
109
1/8"
109 1/8"
121
1/8"
121 1/8"
109
1/8"
109
1/8"
(2)H2.5T
(2)2x6, (2)H2.5T1 ply 2x6 spf
12
1 1
/8"
2x
6@
16
"oc
brg
wa
ll t
o 1
09
1/8
"
LS30
LS30
(2)H2.5T
(2)H2.5T
6 x
12
Tim
be
r b
ea
m t
o 1
21
1/8
"
6 x
12
Tim
be
r b
ea
m t
o 1
21
1/8
"
1 p
ly 2
X6
sp
f
CR
OS
S S
EC
TIO
N
(2)H
2.5
T
(2)H2.5T
(4)2
x6
to
hd
r,(2
)TB
E6
,(2
)HT
S2
0
(2)H
2.5
T
(2)2x61 ply 2x6 spf
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th
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r o
the
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d/o
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Des
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fo
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am
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an
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frin
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s.
CC CCuu uu
ss sstt tt oo oo
mm mm SS SS
ii ii nn nngg gg
ll ll ee ee FF FF
aa aamm mm
ii ii ll llyy yy
RR RRee ee
ss ssii ii dd dd
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NO
TE
S:
of
9
Jo
hn
an
d K
ath
eri
ne
Sn
yd
er
123
48
Gra
nd
Te
ton
Dr
Peyto
n,
CO
80
83
1
Jo
hn
D.
an
d K
ath
eri
ne
O.S
nyd
er
11
65
5 B
iso
n M
ea
do
ws
Ct.
Co
lora
do
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rin
gs
, C
O
80
921
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t 4
A,
Bis
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ad
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ub
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isio
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, E
l P
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SU
BJ
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T T
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PR
BD
AP
PR
OV
AL
AN
DS
TA
MP
CO
NS
TR
UC
TIO
N E
DIT
ION
Pla
ns
an
d D
ocu
men
ts C
rea
ted
for:
GARAGE FRONT ELEVATIONSCALE: 1/4" = 1'
GARAGE REAR ELEVATIONSCALE: 1/4" = 1'
8'-
11
"1
'-0
5/8
"1
0'-
1 1
/8"
11 7/8" BCI 6000 floor Joist@16"oc
Archwayto
Daughter'sBedroom
3/4" t&g OSB Subfloor3/4" t&g OSB Subfloor
2x4@16"oc FirringWall at subgrade
Door toOutside
Basement Slab
12
SCALE: 1/4" = 1'
4" Concrete slab with expansion joint at perimeter and isolated from interior footings
Finish Grade: Allow 6"separation from woodproduct and drainageslope 6" in first 10'
2x4 or 2x6 redwoodor treated mudsill
See Engineer's foundation Plan forfoundation reinforcing and anchor schedule
RECREATION w/ WET BAR BEYONDCLOSET
Door toMaster
Bedroom
GREAT ROOM
Door toLinenCloset
CLOSET
CROSS SECTION
RECREATION
Door toOutside
Provide dampproofing below grade
See Soils Report for footingperimeter drain specifications
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 @32"' max oc.
11 7/8" BCI 60 floor Joist@16"oc
Step footing to minimum 30" below finish grade andProvide 2" Rigid Foam Insulation to extend 36" verticallyor horizontally between slab and foundation wall oroutside of foundation wall as slope conditions warrantor with walkout option
BATH 2
typ
Manufactured woodor wood product lap,shingle, channel orboard & batten sidingor stucco with metallathe over 7/16" OSBor "Quiet Brace" wallsheathing. 1 x 6manufactured trimcorner boards.
Install Roof ventilation @1/300 of total roofarea w/half at soffit and half at ridge
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)
KITCHEN w/ NOOK BEYONDMASTER BATH
See RESCHECKReport and HVAC
docs for insulationR values and
window and door Uvalues
Provide min 4" gutters anddownspouts with 3' tip ups.
5/8" Sheetrock at 24"ocframing, 1/2" sheetrockat 12" and 16" framing
Double Top Plate (typ)
Owens Corning DurationPremium Shingles (50 yr)
Provide ice and water shield protection fromedge of eave to 24" in from outside of exteriorwall required at elevations above 7,000 ft.
15# felt paper over 15/32"OSB roof sheathing
Pre-engineered Trusses@24"oc (Typ)
16 1/2" tail w/2x6 sub fascia
Top of Subfloor
Top of Wall
8
Top of Wall @ 10' Ceiling
Pre-engineered Trusses@24"oc (Typ)
Archway toMaster
Bedroom
MASTER BATH
SCALE: 1/4" = 1'
Fire blockat landings
MID STAIR SECTION
Fire blockat landings
Min 36" half wall oropen guardrail atBalcony w/4" max
openings
SCALE: 1/4" = 1'
Fire blockat landings
Under stair storage
1/2" Drywall minimum,firetaped (all surfaces)under stairs if enclosedand accessible
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
UPPER STAIR SECTION
TT TTee ee
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8
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Bu
ild
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Des
ign
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ing
by
:
Pro
ject
Desc
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tion
:P
LA
N #
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te:
4/2
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6
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:
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r o
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s.
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mm mm SS SS
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RR RRee ee
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cc ccee ee
NO
TE
S:
of
9
Jo
hn
an
d K
ath
eri
ne
Sn
yd
er
123
48
Gra
nd
Te
ton
Dr
Peyto
n,
CO
80
83
1
Jo
hn
D.
an
d K
ath
eri
ne
O.S
nyd
er
11
65
5 B
iso
n M
ea
do
ws
Ct.
Co
lora
do
Sp
rin
gs
, C
O
80
921
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t 4
A,
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Me
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ub
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rin
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, E
l P
as
o C
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rad
o
SU
BJ
EC
T T
O P
PR
BD
AP
PR
OV
AL
AN
DS
TA
MP
CO
NS
TR
UC
TIO
N E
DIT
ION
Pla
ns
an
d D
ocu
men
ts C
rea
ted
for:
8'-
11
"1
'-0
5/8
"9
'-1
1/8
"
6'
5'-
0 7
/8"
2'
1'-
0 7
/8"
5'
4'-
2 1
/4"
FRONT ELEVATIONSCALE: 1/4" = 1'
Owens Corning DurationPremium Shingles (50 yr)
Top of wall @ 9'
Top of Wall
Basement Slab
Top of Subfloor
Provide ice and water shield protectionfrom edge of eave to 24" in from outsideof exterior wall required at elevationsabove 7,000 ft.
Manufactured Stone Veneerinstalled as shown
8typ
12
Finish Grade: Allow 6"separation from woodproduct and drainage slope6" in first 10'
Install Roof ventilation @1/300of total roof area w/half atsoffit and half at ridge
Manufactured woodor wood product lap,shingle, channel orboard & batten sidingor stucco with metallathe over 7/16" OSBor "Quiet Brace" wallsheathing. 1 x 6manufactured trimcorner boards.
Arch Radius: 85"
Arch Radius: 85"
Arch Radius: 72"
4'-
2 1
/4"
5'
6'
5'-
7 1
/4"
5'-
7 1
/4"
6'
RIGHT SIDE ELEVATIONSCALE: 1/4" = 1'
Arch Radius: 72"
Arch Radius: 37" Arch Radius: 37"
Min 36" OpenGuardrail at Deck w/4"
max openings
Min 36" Open Guardrail atDeck w/4" max openings
TT TTee ee
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Des
ign
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:
Pro
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Desc
rip
tion
:P
LA
N #
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lot
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te:
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6
Sh
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:
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ica
tio
ns
as
ou
tlin
ed
by t
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na
me
d c
lie
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se
ve
rify
dim
en
sio
ns
an
d d
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ils
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or
toc
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ork
. D
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k-c
ha
rge
s a
nd
/or
liti
gati
on
.
CO
PY
RIG
HT
PE
ND
ING
: T
he
se
dra
win
gs
are
th
e p
rop
rie
tary
wo
rk p
rod
uc
to
f T
err
y C
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sig
n S
erv
ices
deve
lop
ed
fo
r li
mit
ed
ex
clu
siv
e u
se b
y t
he
na
me
d c
lie
nt.
P
lan
s a
res
ub
jec
t to
ch
an
ge
wit
ho
ut
no
tice
du
e t
oa
va
ila
bil
ity o
f m
ate
rials
an
d c
od
e c
ha
ng
es
. U
se
of
the
se d
raw
ing
s a
nd
co
nc
ep
ts c
on
tain
ed
th
ere
info
r o
the
r p
urp
os
es
an
d/o
r b
y o
the
rs w
ith
ou
tw
ritt
en
pe
rmis
sio
n o
f T
err
y C
Des
ign
Se
rvic
es
is
pro
hib
ite
d a
nd
ma
y s
ub
jec
t th
e u
se
r to
cla
ims
fo
rd
am
ag
es
an
d in
frin
ge
me
nt
pe
na
ltie
s.
CC CCuu uu
ss sstt tt oo oo
mm mm SS SS
ii ii nn nngg gg
ll ll ee ee FF FF
aa aamm mm
ii ii ll llyy yy
RR RRee ee
ss ssii ii dd dd
ee eenn nn
cc ccee ee
NO
TE
S:
of
9
Jo
hn
an
d K
ath
eri
ne
Sn
yd
er
123
48
Gra
nd
Te
ton
Dr
Peyto
n,
CO
80
83
1
Jo
hn
D.
an
d K
ath
eri
ne
O.S
nyd
er
11
65
5 B
iso
n M
ea
do
ws
Ct.
Co
lora
do
Sp
rin
gs
, C
O
80
921
Lo
t 4
A,
Bis
on
Me
ad
ow
s S
ub
div
isio
n 2
Co
lora
do
Sp
rin
gs
, E
l P
as
o C
ou
nty
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olo
rad
o
SU
BJ
EC
T T
O P
PR
BD
AP
PR
OV
AL
AN
DS
TA
MP
CO
NS
TR
UC
TIO
N E
DIT
ION
Pla
ns
an
d D
ocu
men
ts C
rea
ted
for:
3' 6" 4' 6" 3'
2'-
9 9
/16
"
2'-
8 5
/8"
2'-
9 1
3/1
6"
4'
2'-
11
1/2
"
1'-
7 1
/8"
5'-10"4 1/2"
2'-6"
1'-
6 5
/16
"3'
REAR ELEVATIONSCALE: 1/4" = 1'
Provide landscape walls to coverfoundation concrete at wall steps Provide damp
proofing belowgrade
Arch Radius: 132"
Min 36" Open Guardrail atDeck w/4" max openings
Arch Radius: 213"
5'
4'-
4"
3'-
5 1
/2"
4'
LEFT SIDE ELEVATIONSCALE: 1/4" = 1'
Arch Radius: 48"(Window)
Arch Radius: 60"(Pass through)
PtW
Win
do
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Pt
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0 O
ld F
arm
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rra
ce
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lora
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CO
8
09
17
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9-9
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ww
w.t
ch
om
ed
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gn
.co
m
Bu
ild
ing
Des
ign
an
d D
raft
ing
by
:
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ject
Desc
rip
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:P
LA
N #
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lot
Da
te:
4/2
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6
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ee
t #
:
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Dra
wn
by:
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UB
CO
NT
RA
CT
OR
NO
TE
:
Th
ese
dra
win
gs
ha
ve
be
en
cre
ate
d t
os
pe
cif
ica
tio
ns
as
ou
tlin
ed
by t
he
na
me
d c
lie
nt.
P
lea
se
ve
rify
dim
en
sio
ns
an
d d
eta
ils
pri
or
toc
om
me
nc
em
en
t o
f w
ork
. D
raw
ing
s u
se
do
ns
ite
mu
st
be c
urr
en
t a
nd
ma
tch
th
os
es
tam
pe
d a
nd
ap
pro
ve
d b
y P
PR
BD
. A
ny
de
via
tio
ns
fro
m p
lan
wit
ho
ut
ap
pro
val
of
the
na
me
d c
lie
nt
or
Te
rry C
Des
ign
Se
rvic
es
wil
lb
e m
ad
e a
t s
ub
co
ntr
ac
tor'
s e
xp
en
se
an
d m
ay
be
su
bje
ct
to b
ac
k-c
ha
rge
s a
nd
/or
liti
gati
on
.
CO
PY
RIG
HT
PE
ND
ING
: T
he
se
dra
win
gs
are
th
e p
rop
rie
tary
wo
rk p
rod
uc
to
f T
err
y C
De
sig
n S
erv
ices
deve
lop
ed
fo
r li
mit
ed
ex
clu
siv
e u
se b
y t
he
na
me
d c
lie
nt.
P
lan
s a
res
ub
jec
t to
ch
an
ge
wit
ho
ut
no
tice
du
e t
oa
va
ila
bil
ity o
f m
ate
rials
an
d c
od
e c
ha
ng
es
. U
se
of
the
se d
raw
ing
s a
nd
co
nc
ep
ts c
on
tain
ed
th
ere
info
r o
the
r p
urp
os
es
an
d/o
r b
y o
the
rs w
ith
ou
tw
ritt
en
pe
rmis
sio
n o
f T
err
y C
Des
ign
Se
rvic
es
is
pro
hib
ite
d a
nd
ma
y s
ub
jec
t th
e u
se
r to
cla
ims
fo
rd
am
ag
es
an
d in
frin
ge
me
nt
pe
na
ltie
s.
CC CCuu uu
ss sstt tt oo oo
mm mm SS SS
ii ii nn nngg gg
ll ll ee ee FF FF
aa aamm mm
ii ii ll llyy yy
RR RRee ee
ss ssii ii dd dd
ee eenn nn
cc ccee ee
NO
TE
S:
of
9
Jo
hn
an
d K
ath
eri
ne
Sn
yd
er
123
48
Gra
nd
Te
ton
Dr
Peyto
n,
CO
80
83
1
Jo
hn
D.
an
d K
ath
eri
ne
O.S
nyd
er
11
65
5 B
iso
n M
ea
do
ws
Ct.
Co
lora
do
Sp
rin
gs
, C
O
80
921
Lo
t 4
A,
Bis
on
Me
ad
ow
s S
ub
div
isio
n 2
Co
lora
do
Sp
rin
gs
, E
l P
as
o C
ou
nty
,C
olo
rad
o
SU
BJ
EC
T T
O P
PR
BD
AP
PR
OV
AL
AN
DS
TA
MP
CO
NS
TR
UC
TIO
N E
DIT
ION
Pla
ns
an
d D
ocu
men
ts C
rea
ted
for:
