TT TTee ee

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PP PPrr rr oo oojj jj ee eecc cctt tt DD DDee eess ss cc ccrr rr ii iipp pptt tt ii iioo oonn nn:: ::

PLAN #:

11624 Blackcomb Trail

Peyton, CO

Plo

t D

ate

:

3/1

4/2

014

Sh

eet

#:

1

Drawn by:

TT TTee ee

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CC CCuu uuss sstt tt oo oomm mm SS SSii ii nn nngg ggll ll ee ee FF FFaa aamm mmii ii ll llyy yy RR RRee eess ssii ii dd ddee eenn nncc ccee ee

BB BBII II DD DD

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CC CCEE EE

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Lot 36, Antlers Ridge Estates

El Paso County, Colorado.

NOTES:

of

8

CODE SCHEDULE2011 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

DRAWING INDEXSHEET 1: Reserved for SITE PLANSHEET 2: FOUNDATION PLANSHEET 3: BASEMENT FLOOR PLANSHEET 4: MAIN LEVEL FLOOR PLANSHEET 5: FLOOR FRAMING PLAN and CROSS SECTIONSSHEET 6: ROOF FRAMING PLANSHEET 7: FRONT and FRONT SIDE ELEVATIONSSHEET 8: GARAGE SIDE and REAR ELEVATIONS

NO

T F

OR

CO

NS

TR

UC

TIO

N

PP PPll ll aa aann nnss ss aa aann nndd dd DD DDoo oocc ccuu uumm mmee eenn nntt tt ss ss CC CCrr rr ee eeaa aatt tt ee eedd dd ff ffoo oorr rr :: ::

8883

Sh

ipm

an L

n.

Co

lora

do

Sp

rin

gs,

CO

809

0871

9-51

0-62

53

71'-2 5

/8"

65'-

0 5

/8"

20' 8'

2'

6'

18'

8'

12'

8'

2'

6'

7'-7

"

5"

3'-4

"

15'-4

"

6'-10"

3'-4"

35'-10"

2'-5

1/2

"

4'

21'-4

"

14'

6'

14'-5 1/2"

8'

6'

2'

12'

5'-9 9/16" 5'-9

9/1

6"

12'

6'

16'

20'

2'

16'

24'

18'-4 1/8"

8" 13'-4"

8'

15'-4" 8"

8"

21'-

4"

1'-

10 1

3/1

6"

8" 2'-4" 8'-4"

1'-

9"

4'-

3"

1'-

9"

12'-

3"

1'-9" 10'-11 1/2" 1'-9"

12'

3'-

10 1

3/1

6"

4'-

1 3

/16"

4'4'4'

4'-5

"

3'-2

"5"

1'-10 1/2"

16'-3"

1'-10 1/2"

2'-10 1/2"

10'-3"

2'-10 1/2"

4'

2'

2'-4

1/2

"

11'-3

"

2'-4

1/2

"

6'

12'

6'

16'

24'

12'

15'-2

1/2

"

5'-6

"

7 1/

2"

1'-8" 4' 1'-10" 10'-10 1/8"

22'

1'-4"6' 21'-1 1/2"

16' 28' 14'

7'-

4"

8"

4'-1 3/16"5'-9 5/8"4'-1 3/16"5'-4"9'-4"11'-4"12'2'2'

4'

4'-

4"

3'-10 1/4"

4'-

4 1

/4"

14'-1 3/4"

7'-

10 1

/4"

2'-

7 3

/4"

3'-6"

10'

1'-

4"

6'

8"

12'-10" 13'-1 3/4"

25'-

6"

14'-

2"

6'-

4"

3'-

2 1

/2"

31'-1" 17'-3 3/4" 8'-3 1/2" 3'-3 3/4"

9'-7 1/2" 9'-8 1/4" 9'-9 1/4" 17'-3 3/4" 8'-3 1/2" 11'-5 3/4"

14'-

2 3

/4"

15'-

6 1

/2"

16'-

2 3

/4"

4'-

2 3

/4"

15'-

6 1

/2"

9'-

10 3

/4"

8'-

4"

17'-

6"

14'-

6"

Custom partial well

ColumnCenters

ColumnCenters

ColumnCenters

ColumnCenters

Co

lum

nC

en

ters

Co

lum

nC

en

ters

Co

lum

nC

en

ters

Co

lum

nC

en

ters

Co

lum

nC

en

ters

Co

lum

nC

en

ters

Co

lum

nC

en

ters

Wall S

tep

FOUNDATION PLANSCALE: 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.

-20"-44"-44"-68"

Wall S

tep

Wall Step

-68"

-80"

Wall S

tep

-80" -104"

Wall S

tep

-104" -80"

Wall Step

-80"

-48"

Custom Partial Well

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.

Install STH

D14 at "X", m

inimum

1

1/2" from concrete side edge

X

X

X

X

Wall S

tep

-48"

X

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.

RV

Flo

or D

rain

age

Slo

pe: T

op of w

all a

t shop a

rea

to

-6"

at O

verh

ead D

oor Open

ing.

Provi

de m

inim

um 1

0" dee

p cut o

ut for O

verh

ead d

oor.

Deck piers per Engineer's Foundation Plan

-24"

Wall Step

37" x

87"

op

en

ing

in

co

ncre

te w

all (

fro

m f

oo

tin

g)

-24"

-20"

Wal

l Ste

p

Wall Step 0"

+10"

-0"-20"

Wall Step

0"

+10"

Wal

l Ste

p-2

0"0"

-48"

Wall S

tep

0"0"

-48" -24"

-24"-24"

Wall Step

-48"

-24"

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.

CR

OS

S S

EC

TIO

N

CR

OS

S S

EC

TIO

N

Garage angle reference

Gara

ge a

ng

le r

efe

ren

ce

TT TTee ee

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DD DDee ee

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62

0 O

ld F

arm

Te

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do

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80

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PP PPrr rr oo oojj jj ee eecc cctt tt DD DDee eess ss cc ccrr rr ii iipp pptt tt ii iioo oonn nn:: ::

PLAN #:

11624 Blackcomb Trail

Peyton, CO

Plo

t D

ate

:

3/1

4/2

014

Sh

eet

#:

2

Drawn by:

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on

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t b

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urr

en

t an

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PR

BD

. A

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ns

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an

d/o

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us

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CC CCuu uuss sstt tt oo oomm mm SS SSii ii nn nngg ggll ll ee ee FF FFaa aamm mmii ii ll llyy yy RR RRee eess ssii ii dd ddee eenn nncc ccee ee

BB BBII II DD DD

// // FF FFII II NN NN

AA AANN NN

CC CCEE EE

EE EEDD DD

II II TT TTII II OO OO

NN NN

Lot 36, Antlers Ridge Estates

El Paso County, Colorado.

NOTES:

of

8

NO

T F

OR

CO

NS

TR

UC

TIO

N

PP PPll ll aa aann nnss ss aa aann nndd dd DD DDoo oocc ccuu uumm mmee eenn nntt tt ss ss CC CCrr rr ee eeaa aatt tt ee eedd dd ff ffoo oorr rr :: ::

8883

Sh

ipm

an L

n.

Co

lora

do

Sp

rin

gs,

CO

809

0871

9-51

0-62

53

RE

F.

WH

WH

UP

DN

CO

CO

SD

SD

SD

SDSD

SD

SD

CO

4'-11" x 4'-11"

23'-3" x 17'-4"

8'-0" x 13'-4"

14'-6" x 13'-5"

11'-1" x 11'-0"

7'-9" x 7'-5"

7'-11" x 4'-11"

6'-5" x 4'-3"

12'-6" x 15'-0"

11'-11" x 7'-8"

7'-9" x 7'-5"

5'-8" x 5'-9"

10'-5" x 13'-11"

6'-5" x 4'-3"

8'-5" x 5'-11"

9'-6" x 15'-6"

12'-5" x 10'-9"

8'-6" x 10'-8"

21'-11" x 13'-2"

2548 sq ft

15''

15''

15''

15''

15''15''

1'-4"6' 8'-6 1/4" 2'-6"

4 1/2"5'

4 1/2"2'-6"

1'-4 3/4"

13'-

9 1

/4"

2'-5 1/2" 6'-5" 1'

8'-

10 1

/2"

2'-11 7/16"

1'2'-5 1/2"4'

4'-5

"

3' 5'-3 1/2"

5'-

3 1

/2"

3'-

5 1

/2"

3'-

2 1

/4"

7'-1 1/2" 5'-3 1/2" 14'-9" 3'-6 1/2" 8'-3 1/2" 10'-7 1/2" 1'

2'

8'

1'

5'

1' 12'-6 1/2"

3'-7 1/2" 3'-6" 5'-3 1/2"

8'-

1 1

/4"

1'-

11 1

/2"

4'-

10 1

/2"

5'-

1 3

/4"

2'-

4 3

/16"

6 1/2"

3'-6 15/16"

1' 6'-5 1/2" 5'-5 9/16"

4'-

7 1

/2"

3'-

1 3

/4"

3'-

1 3

/4"

4'-

7 1

/2"

8'-1" 3'-7 1/2" 3'-2 1/2" 3'-5 1/2"

1' 3' 3'-5 1/2"

6 1/

4"

3'-6

15/

16"

1'

13'-

1 1

/2"

1' 6'-5 1/2" 5'-5 3/4"

1'

7'-

1"

4'-

7 1

/2"

6'-

3 1

/2"

4'-

7 1

/2"

14'-

4 1

/2"

1'-

10 1

3/1

6"

8'

1'

6'

1'

54'

18'

8'

12'

8'

2'

6'

2'-

8"

1'-

6"

8'

1'-

6"

4'-

4"

1'-

4 1

/2"

2'

4'-

7 1

/2"

7'

2'

3'

10'

12'

3'-

10 1

3/1

6"

16'

22'

7'-6"

1'-10"4'1'-8"

60'

14'28'16'

4'8'4'

3'8'3'18'-2"9'-10"

5'-9 9/16" 5'-9

9/1

6"

2' 12' 11'-4" 9'-4" 5'-4" 4'-1 3/16" 5'-9 5/8" 4'-1 3/16" 11'-6"

4' 4' 3'-6"

2'-9" 4' 5'-3"

POWDER

CLOSET

WET BAR

LAUNDRY

BEDROOM

BEDROOM

MECHANICAL(Unfinished)

CLOSET

CLOSET

LAV

BATH

LAV

LOUNGE

BEDROOMBILLIARDS

TASTING

STORAGE(Unfinished

BATH

WET BAR

FITNESS

BASEMENT FLOOR PLAN1) 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. Provideladder 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 and may notterminate 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: 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 floors with 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" clearance at 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" 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'

28682668 Pkt

2468

2668

2468 Pkt

2468

2668

2868

2668

2468

2468

2668

2368

2040S

H,9

0" t

o t

op

1650S

H,9

0" t

o t

op

1650S

H,9

0" t

o t

op

8050TS,90" to top

6' x 84" tempered sliding patio door 2656SH90" to top

5056FX90" to top

2656SH90" to top

6' x 8

4"

tem

pere

d s

lid

ing

pati

o d

oo

r 8050TS,90" to top

4050TS,90" to top

Custom Partial Well

4050TS,90" to top

Custom Partial Well

4040RS,90" to top

Concrete patio or Min 36" pad

Co

ncre

te p

ati

o o

r M

in 3

6" p

ad

ICC

/UL a

pprove

d B-V

ent

Gas

Fir

epla

ce v

ents

thro

ugh r

oof

NO COOKING

Provide MechanicalVentilation with outside air

intake, Min 90cfm exhaust fan

Outside air supply and exhaustfor 90% eff gas appliancesthrough rim and chase toterminate through mechanicalsoffit to floor rim above. Mustbe located minimum 36" fromany opening to conditionedliving space.

Min

3"

cle

ara

nce

Floor Drain

CR

OS

S S

EC

TIO

N

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PP PPrr rr oo oojj jj ee eecc cctt tt DD DDee eess ss cc ccrr rr ii iipp pptt tt ii iioo oonn nn:: ::

PLAN #:

11624 Blackcomb Trail

Peyton, CO

Plo

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:

3/1

4/2

014

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3

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Lot 36, Antlers Ridge Estates

El Paso County, Colorado.

NOTES:

of

8

NO

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PP PPll ll aa aann nnss ss aa aann nndd dd DD DDoo oocc ccuu uumm mmee eenn nntt tt ss ss CC CCrr rr ee eeaa aatt tt ee eedd dd ff ffoo oorr rr :: ::

8883

Sh

ipm

an L

n.

Co

lora

do

Sp

rin

gs,

CO

809

0871

9-51

0-62

53

DN

D/W

REF.

RE

F.

UP

COSD

SD

CO

SD

7'-11" x 7'-6"

15'-0" x 16'-2"

13'-0" x 13'-3"

7'-11" x 13'-2"

11'-0" x 12'-0"

5'-8" x 4'-11"

13'-7" x 13'-10"

9'-1" x 7'-8"

13'-0" x 15'-1"

17'-0" x 12'-7"

21'-11" x 23'-7"

9'-5" x 7'-8"

13'-2" x 11'-4"

18'-0" x 17'-2"

7'-7" x 15'-0"

35'-10" x 17'-0"

14'-2" x 7'-10"

9'-0" x 8'-2"

4'-11" x 4'-11"

17'-8" x 4'-5"

9'-9" x 12'-11"

7'-6" x 4'-8"

15'-3" x 25'-6"

15'-2" x 21'-2"

2365 sq ft

15''

15''

15''

15''

15''

15''

6'-10"

3'-4"

2'-10"

10'

6'

6'

2'

6'

9'

5'-1 5/8"

6 7

/16"

2'-

8"

7 1

/2"

7'-10 13/16"

3 1/2"

1'

5'-3

1/2

"

3'-5

1/2

"

1'-1

1 1/

4"

4'-6 9/16"

9'-

9"

2'-

8"

3'-4

15/

16"

4'-8 1/2"3'-4 1/2"

6'-1 1/2"2'-5 1/2"5'-3"

2'-

6 1

/2"

5'-

0 1

/2"

5'-

5 1

/2"

4'-

1 1

/2"

4'-

7 1

/2"

2'-

8"

3'-

6 1

/2"

2'-

5 1

/2"

4'-

11 1

/2"

1'-3 3/16"2'-4 1/2" 13'-4 1/2" 4' 8'-5 1/2"

2'-

4 1

1/1

6"

3'-

5 1

/2"

2'-

4 7

/16"

3'-4

"

3'-2 15/16"

2'-8

1/1

6"

4'-0

5/8

"

7'-1 15/16"

3'-7 1/2" 6'-8"

13'-

9 1

/4"

5'-5 1/2" 5'-1"

2'

2'-

3 1

/2"

5'-

4"

3'-

3 1

/2"

5'-

1 1

/2"

9 7

/16"

7'-2"

5'-3

"

4'-2

3/1

6"

8'-

3 1

/2"

2'-

7"

3'-

2 1

/2"

4'-5 1/2" 5'-3 1/2" 5'-9 1/2"

7'-

0 1

/2"

4'-

11 1

/2"

7'-

6 1

/2"

1'-

4 1

/2"

17'-

1"

1'-3"5'-6"

1'-3"

3'-

10 1

3/1

6"

5'-9 9/16"

18'-4 1/8"

16'

24'

12'

1'-4 3/4"2'-6"

4 1/2"5'

4 1/2"2'-6"8'-6 1/4"6'

1'-4"

60'

3'

10'

3'

2'

16'

2'

7'-4

"

5' 3' 4'

1'-8" 6' 1'-8"

8'

1'-

4"

6'

8"

1'-

4"

3'

1'-

8"

1'-

10 1

3/1

6"

54'

18'

8'

12'

8'

2'

1'-

6"

4'-

6"

2'-

8"

1'-

6"

8'

1'-

6"

4'-

4"

2'-

3"

3'-

6"

2'-

3"

7'

2'

3'

8'

2'

4'-

6"

1'-

6"

12'

1'-

8"

7'

3'-

4"

22'

11'-

1"

3'

1'

3'

2'-

9"

10'-4 1/8"8'

4'-9 5/8"2'3'-6 1/2"2'-6"2'3'-6"

14'28'16'

4'8'4'

3'1'-9"1'-4 1/2"

1'-9"1'-4 1/2"

1'-9"3'18'-2"9'-10"

52'

12'-5 1/2"

11'-6 1/2"

4'

4'

4'

5'-3"

1'-6"

5'-8 1/2"

4'-9 1/2"

1'-6"

5'-3"

6'

4'

6'

5'-9

9/1

6"

1'-1

13/

16"

3'-6

"

1'-1

3/4

"

46'

2'

6'

12'

6'

16'

2'

4'

2'-6

"

11'

2'-6

"

4'

4'

4'

2'

4'

6'

36'

2'

16'

20'

1'-1 13/16"

3'-6"

1'-1 3/4"

21'-4

7/1

6"

6"

3'

3'-1

0"

6'

4'

5'-3

1/2

"

5'-4

"

8 15

/16"

66'

2' 9'-7 1/2" 2'-4 1/2" 3' 6' 2'-4" 9'-4" 5'-4" 4'-1 3/16" 5'-9 5/8" 4'-1 3/16" 12'

3'-5" 8'-7"

1'-1 13/16"3'-6"

1'-1 13/16"

1'-4"2' 2'

1'-3"3'-6"

1'-3"

2'-9" 4' 2'-10 1/2"

52'

GREAT ROOM KITCHEN

STAIRWELL

MASTER BDRM

COVERED DECK

NOOK

STUDY

DINING

OFFICE

COVERED DECK

MASTER BATH

POWDER GARAGE

STORAGE

MUD ROOM

PORCH

WASH ROOM

GARAGE

CLOSET

LAUNDRY

STORAGE

GARAGE

DECK

LINEN

S

LINENS

MAIN LEVEL FLOOR PLAN

SHOP

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. Garage window tops from top of foundation wall. 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 and may not terminate within36" 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.

GENERAL NOTES:SCALE: 1/4" = 1'

2480

9' x 8' Overhead door in recessed 2x4 w

all

16' x 8' Overhead door

2880 Pkt

4066SH A

rch top

105" to top

2680

CR

OS

S S

EC

TIO

N

CR

OS

S S

EC

TIO

N

2480 Pkt

2080

2880

(2) 2680

2480

208028

" A

rchw

ay

2680

2480

2880

2480

3068

Un

der

Lan

din

g A

ccess

2668 Pkt

2668

Pkt

2468

2868 2

0 m

inu

te r

ate

dti

gh

t fi

ttin

g d

oo

r

3680 w/(2)1260 temp sidelites

3040SH90" to top

3669

SH

Arc

h top

105"

to to

p

3669SH Arch top105" to top

3669SH A

rch top

105" to top

2040SH84" to top

3670SH Arch top108" to top

4036RS,84" to top

2040S

H84" t

o t

op

3660S

H A

rch

to

p102" t

o t

op

1650S

H90" t

o t

op

1650S

H90" t

o t

op

6' x 96" tempered sliding patio door

8050TS,84" to top

6' x 9

6"

tem

pere

d s

lid

ing

pati

o d

oo

r

1919FX111" to top

1919FX111" to top

1919FX111" to top

3010F

X51" t

o t

op

3010F

X51" t

o t

op

2040SH84" to top

2040SH84" to top

(2) 2

868

8026FX Arch Transom117" to top

2656SH84" to top

1950SH84" to top

1950SH84" to top

2656SH84" to top

2646FX144" to top

2646FX144" to top

5046FX144" to top

5056FX84" to top

4040

SL

90"

to to

p

1650FX,

84" to top

1650FX,

84" to top

4066SH A

rch top

120" to top

132"

X 1

86"

Arc

h way

10'X

14' O

verh

ead d

oor

4066

SH

Arc

h top

120"

to to

p

120"X118" A

rch way

(3) 2020 openings 164" to top

84"X

94"

Arc

h w

ay

(4)

1616 o

pen

ing

s 1

38" t

o t

op

72"X98" Arch way

(3) 1616 Openings 138" to top36"X

93"

Arc

h w

ay

1616 O

pe

nin

g 1

38" t

o t

op

11'X8'3" Arch way

(4) 1616 Opening 138" to top

1616 O

pe

nin

g 1

38" t

o t

op

1616 O

pe

nin

g 1

38" t

o t

op

TT TTee ee

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PP PPrr rr oo oojj jj ee eecc cctt tt DD DDee eess ss cc ccrr rr ii iipp pptt tt ii iioo oonn nn:: ::

PLAN #:

11624 Blackcomb Trail

Peyton, CO

Plo

t D

ate

:

3/1

4/2

014

Sh

eet

#:

4

Drawn by:

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ed

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BB BBII II DD DD

// // FF FFII II NN NN

AA AANN NN

CC CCEE EE

EE EEDD DD

II II TT TTII II OO OO

NN NN

Lot 36, Antlers Ridge Estates

El Paso County, Colorado.

NOTES:

of

8

NO

T F

OR

CO

NS

TR

UC

TIO

N

PP PPll ll aa aann nnss ss aa aann nndd dd DD DDoo oocc ccuu uumm mmee eenn nntt tt ss ss CC CCrr rr ee eeaa aatt tt ee eedd dd ff ffoo oorr rr :: ::

8883

Sh

ipm

an L

n.

Co

lora

do

Sp

rin

gs,

CO

809

0871

9-51

0-62

53

9'-

5"

1'

9'-

1 1

/8"

1'-

0 5

/8"

8'-

11"

4"

CLOSET

Provide damp proofingat subgrade walls

Top of Wall 10'

Highest Ridge

Class A asphalt roofing

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

BATH

See Soils Report for footingperimeter drain specifications

TASTING Beyond

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 Slab

Provide dampproofing below grade

Finish Grade: Allow 6" separationfrom wood productand drainage slope6" in first 10'

Pre-engineered Trusses@24"oc (Typ)

GREAT ROOM

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

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

6 typ

CROSS SECTIONSCALE: 1/4" = 1'

3/4" t&g OSB Subfloor

2x4@16"oc FirringWall at subgrade

KITCHEN w/NOOK Beyond

Top of Wall

Top of Subfloor

Top of Wall, 8'

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)

See Engineer's foundation Plan forfoundation reinforcing and anchor schedule

MASTER BATH

WET BAR

FITNESS

STUDY

7'-

0 3

/4"

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

Min 36" OpenGuardrail at

Balcony w/4"max openings

Fire block atlandings

2'-

7 3

/4"

3'-6"

6'

8'

14'-5 1/2" 17'-6 1/2"

4'-

7 1

/2"

4'

4'-

6"

1'-

6"

1'-9" 10'-11 1/2" 1'-9"

14'

3'

4'-

4 1

/4"

6'-0 3/4"

19'-5 1/2" 9'-5 3/4" 29'-2 5/16"

13'-

9 1

/4"

7'-

9 1

/4"

8'-

5 1

/2"

10'

1'-

4 1

3/1

6"

6'-

1 3

/8"

5 1

3/1

6"

5'-9 9/16" 5'-9

9/1

6"

2'

22'

16'

3'-

10 1

3/1

6"

4'-

1 3

/16"

1'-

10 1

3/1

6"

4'-

1 3

/16"

2' 16' 14' 14' 14' 8'

2' 2' 12' 12' 8' 6' 4'-1 3/16" 5'-9 5/8" 4'-1 3/16" 12'-2"

12'-10" 13'-1 3/4"

25'-

6"

14'-

2"

6'-

4"

3'-

2 1

/2"

8'

18'

8'

12'

8'

2'

31'-1" 17'-3 3/4" 8'-3 1/2" 3'-3 3/4"

9'-7 1/2" 9'-8 1/4" 9'-9 1/4" 17'-3 3/4" 8'-3 1/2" 11'-5 3/4"

14'-

2 3

/4"

15'-

6 1

/2"

16'-

2 3

/4"

4'-

2 3

/4"

15'-

6 1

/2"

9'-

10 3

/4"

8'-

4"

17'-

6"

14'-

6"

LS70

Stairwellopening

*

1) Ledger: As indicated on plan 2x10 to floor rim w/(4)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)

W 10x 30 total length: 25' 10 3/4"

Continue 2x10ledger to corner

Add 2x12 flush rim toledger as 2nd ply

(2)2x12

2x12

HUC210-2

(3)2x12

W 10x 12W 10x 12 Total length: 19' 5 1/2"

3 1/2" x 5 1/2" 1.3E LSL

(2)2x6

W 10x 15 Total length: 14' 0"

(2)1

3/4

" x 1

1 7

/8"

LV

L

W 8x 10 Total length: 10' 1/2"

HUC210-3 (3)2x12

W 1

0x 1

9 w

/2x4 g

lue

d/s

ho

t to

to

p f

lan

ge, T

ota

l le

ng

th 1

5' 10 1

/4"

SCH40

W 10x 17W 10x 17 Totla length: 26' 1 1/2"

(3)2x6 (3)2x6

(3)2x6

W 10x 30

W 10x 12 Total length: 13' 7" (3)2x6

(3)2x6

Beam pocket,min 3" brg

Beam pocket,min 3" brg

HUC210-3

Stairwellopening

Stairwellopening

Sta

irw

ell

op

en

ing

Sta

irw

ell

op

en

ing

HU11HU11

HU11 HU11

(2)1

3/4

" x 1

1 7

/8"

1.5

5E

LS

L

(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

(1)1 3/4" x 11 7/8" 1.55E LSL

(2)1

3/4

" x 1

1 7

/8"

1.5

5E

LS

L

Min

imu

m

(2)2

x12

LS70

(1)1

3/4

" x 1

1 7/

8"

1.55

E LS

L

SCALE: 1/4" = 1'

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 Exterior Walls: 2x6@16"oc4) (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*

*2t/2k

*2t/2k

*2t/2k

*1t/

1k

*1t/

1k

*1t/

1k

*1t/

1k

3 1/2" x 7 1/4" 1.3E LSL 2t/2k

3 1/2" x 7 1/4" 1.3E LSL 2t/2k

3 1/2" x 7 1/4" 1.3E LSL Continuous

1t/2k 1t/2k3t 3t

2x6@16"oc bearing walls

2t/

2k

3 1/2" x 7 1/4" 1.3E LSL 2t/2k

DECK FRAMING: No hot tub

ColumnCenters

ColumnCenters

ColumnCenters

ColumnCenters

Co

lum

nC

en

ters

Co

lum

nC

en

ters

Co

lum

nC

en

ters

Co

lum

nC

en

ters

Co

lum

nC

en

ters

Co

lum

nC

en

ters

Co

lum

nC

en

ters

See Deck Framing notes

See Deck Framing notes

See Deck Framing notes

Co

ncre

te L

inte

l

See Front Porch Framing notes

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 @16"oc to LSL Rim w/LUS26. Use LS70 at corners.4) Subfloor: 5/8" Treated CDX7) Topping: Apply waterproof roofing membrane over deck under concrete topping Avg 3 1/8" 6 sack 3/8- agg concrete topping reinforced w/fiber mesh Topping to be flush with main subfloor along walls w/minimum 1/8" per foot drainage slope. 6) Porch Design Loads: Live Load 40psf Dead Load 55psf Total Load 95psf

(2)2x4 forstair landing

Custom Partial Well

Custom Partial Well

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Lot 36, Antlers Ridge Estates

El Paso County, Colorado.

NOTES:

of

8

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TR

UC

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9-51

0-62

53

TR-1

00

TR-75

TR-0

TR-1

TR-2

TR-3

TR-8

TR-9

TR-10TR-10

TR

-11

TR

-12

TR

-13

TR

-14

TR-57

TR-4

TR-41

TR-5

TR-42

TR-6

TR

-33

TR-26

TR-7

TR-27

TR-27

TR

-15

TR

-34

TR

-35

TR-16

TR

-36

TR-17

TR-42

TR-43

TR-57TR-18

TR-57

TR-58

TR-19

TR

-66

TR

-20

TR-28

TR

-67

TR

-46

TR

-68 T

R-6

9

TR

-37

TR-29

TR-7

1

TR

-38

TR-62

TR-2

1

TR-30

TR-44

TR

-20

TR

-22

TR-62

TR-30

TR

-39

TR-30

TR-44

TR

-23

TR

-24

TR-62

TR-58

TR

-40

TR

-25

TR-2

TR-44

TR

-40

TR

-59

TR-1

TR-31

TR-75

TR-45

TR

-32

TR

-59

TR

-70

TR

-47

TR-7

4

TR-60

TR

-40

TR-77

TR-60

TR-78

TR-62

TR-62

TR-1

TR-79

TR-80

TR

-48

TR-62

TR

-49

TR-81

TR-8

6

TR

-50

TR

-51

TR

-52

TR-62

TR-8

5

TR-7

2

TR

-53

TR

-54

TR-82

TR-7

3

TR

-60

TR

-55

TR-2

TR

-56

TR

-60TR

-60

TR-6

0

TR-83

TR

-61

TR-2

TR-84

TR-1

TR-2

TR-2

TR-62

TR-62

TR-2

TR-1

08

TR-62

TR-2

TR-62

TR-107TR

-74

TR-76

TR-62

TR-1

08

TR-1

08

TR-75

TR-8

5

TR-2

TR-62

TR-63

TR-2

TR

-64

TR-2

TR

-2

TR

-65 TR

-2 TR

-65

TR

-2

TR-2

TR-1

08

TR-6

5

TR-1

08

TR-8

7

TR-8

8

TR-1

08

TR-1

08

TR-1

08

TR-1

08

TR-8

9

TR-9

0

TR-9

1

TR-9

2

TR-9

3

TR-1

08

TR-94

TR-1

08

TR-1

08

TR-2

0

TR

-21

TR-62

TR-95

TR-95

TR-9

6

TR-9

7

TR-9

8

TR-62

TR-62

TR-62

TR-9

9

TR-1

01

TR-1

00

TR-1

02

TR-1

03

TR-1

04

TR-1

05

TR-1

06 2'

3'

2'

3'

2'

3'

2'

4'

3'

10'

3'

3'

10'

3'

2'-

6"

2'-11 1/2"

2'-

11 1

/2"

2'-11 1/2"

2'-6"

8'

2'

12'

1'-

6"

3'6'3'

11'-4" 9'-4" 5'-4" 14'

1'-

10 1

3/1

6"

5'-9 9/16"

5'-9 5/8"

5'-9

9/1

6"

3'-

10 1

3/1

6"

2'

16'

20'

2'

16'

24'

12'

21'-4

"

6'

22'

8'

14' 14'14'

2'

8'

18'

8'

12'

8'

2'

6'

16' 14' 14'-5 1/2" 13'-6 1/2" 18'-4 1/8"

6'

2'

6'

12'

6'

16'

6'

12' 8' 6' 14' 12'

8'

2'

16'

24'

14'-

2 1

/2"

TR-1 spans wall, no header (See note #2)

2K2K

(2)1 3/4" x 18" LVL Continuous to w

all

corners. (See portal frame detail R

602.10.3.3)

Provide rack and sheer bracing at garage return walls under 32" in w

idth: STHD14 at

foundation (See Foundation Plan). Block all sheathing panel edges. P

ortal Frame per

2009IRC fig. R

602.10.3.3

TR-1

span

s w

all,

no hea

der in

arc

hway

2K (b

oth s

ides

of a

rchw

ay b

elow

)

121 1/8" (2)1

3/4

" x

11 7/

8" L

VL Contin

uous to

wal

l corn

ers

in re

cess

ed w

all f

or

portal

fram

e. N

o roof b

eari

ng. (See

port

al fra

me

detai

l R60

2.10.

3.3)

121 1/8"

ROOF FRAMING PLANSCALE: 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.

TR-12 truss label not used

121 1/8"

49 1/8"

*

*

1t/

1k

49 1/8"(2)1 3/4" x 11 7/8" 1.55E

LSL continuous (2)12' spans at bottom of knee w

all.

Knee w

all from 49 1/8" to 121 1/8" w

/(4) transoms 20" from

top of knee wall

121 1/8"

121 1

/8"

*

1t/

1k

12" c

eilin

g t

ray t

o 1

33 1

/8"

Girder

121 1/8"

121 1/8"

TR

-11 s

pan

s o

pen

ing

, n

o h

ead

er

(See n

ote

#2)

2K

2K

121 1

/8"

TR

-12 s

pan

s o

pen

ing

, n

o h

ead

er

(See n

ote

#2)

1K

1K

*

1t/2k

Gir

der

109 1

/8"

109 1/8"

121 1/8"

Girder

121

1/8"

133

1/8"

133 1/8"

145

1/8"

145 1/8"

145 1/8"

*

1t/

1k

2x6@

16"o

c b

rg w

all

to

145 1

/8"

2x6@

16"o

c b

rg w

all

to

121 1

/8"

2x6@

16"o

c b

rg w

all

to

133 1

/8"

121 1

/8"

133 1

/8"

133 1/8"

*

2t/

2k

121 1/8"

121 1/8"

121 1/8"

133 1

/8"

133 1/8"

157 1

/8"

2x6@

16"o

c n

on

-brg

wall t

o 1

57 1

/8"

157 1

/8"

157 1/8"2x6@16"oc brg wall to 133 1/8"

133 1/8"(2)1 3/4" x 9 1/2" 1.55E LSL

2x6@16"oc brg wall to 133 1/8"

EXPOSED TO WIND

2x8 ledger to eachstud w/(3)16d. TR-40to ledger w/LUS26

EXPOSED TO WIND

(2)2x6

(2)1 3/4"x 9 1/2" 1.55E LSL, 109 1/8" to top

#

6x6(under lower beam)w/BC460 Cap and Base

2K (both sides of archway below)

1K (both sides of each transom opening)

TR-26 spans wall, no headers (See note #2)

TR-28 spans opening, no header

TR-29 spans opening, no header

*

1t/

1k (

arc

hw

ay

belo

w a

nd

tran

so

m)

2t/

2k (

arc

hw

ay b

elo

w)

* *

1t/

1k (

each

tra

nso

m)

3 1/2" x 7 1/4" 1.3E LSL upto 6' opening width, 2t/2k

Girder

*

1t/1k

Girder

*1t/1k

*

1t/1k

* 1t/1

k

133 1/8" 133 1/8"

157 1

/8"

157 1

/8"

97 1/8" 97 1/8"

157 1

/8"

157 1

/8"

EXPOSED TO WIND

133 1/8"

133 1

/8"

97 1/8"

97 1

/8"

121 1

/8"

121 1

/8"

121 1

/8"

121 1

/8"

121 1

/8"

133 1/8"

121 1

/8"

121 1/8"

121 1

/8"

133 1/8" 133 1/8" 121 1/8"

121 1

/8"

121 1

/8"

121 1

/8"

121 1

/8"

121 1

/8"

*

1t/1k

109 1/8" 109 1/8"

109 1/8"

109 1

/8"

109 1/8"

109 1/8"

109 1/8"

109 1/8"

2x6216"oc brg wall to 109 1/8"

(12' wall)

2t/

2k

2x6@

16"o

c k

neew

all

fro

m 1

09 1

/8"

to 1

57 1

/8"

w/t

ran

so

ms u

nd

er

(2)1

3/4

" x

11 7

/8"

1.5

5E

LS

L u

nd

er

do

ub

le 2

x6 t

op

pla

te.

(2)2

x6

2x6@16"oc kneewallfrom 109 1/8" to 157 1/8"w/transom under 3 1/2" x5 1/2" 1.3E LSL underdouble 2x6 top plate.

2t/

2k

TR-41 spans wall, no header (See note # 2)

2K both sides of archway below 1K both sides of each transom.

(2)2

x6 TR-43 spans openings, no headers (See note#2)

1K 1K 1K 1K 1K 1K

*

1t/

1k

*

1t/

1k

Girder

3 1/2" x 7 1/4" 1.3E LSL Continuous hdr

1t/2k

3 1

/2" x

7 1

/4" 1

.3E

LS

L 2

t/2k

3t 3t 1t/2k

121 1

/8"

121 1

/8" 121 1/8"

21x@

16"o

c b

rg w

all

to

121 1

/8"

157 1

/8"

157 1

/8"

*

1t/1k

*

1t/1k

TR-1 spans w

all, no header in archway

133

1/8"

* 1t/1

k

Gird

er

TR-76 bears on TC

of

TR-74 @

133 1/8"

TR-2

bea

rs o

n TC

of

TR-8

5 @

133

1/8"

133

1/8"

2K (both sides of archw

ay below)

1K (both sides of each transom

opening)

1 3/4" x 9 1/2" 1.55E LSL header on inside of recessed wall

for door hardware backing only, no roof bearing. 2t/2k.

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.

2T

2T/2K

2T/2K

2T

85 1/8"

85 1/8"

85 1

/8"

85 1

/8"

85 1

/8"

Gird

er

TR-9

8 sp

ans

openin

g, no h

eader

(See

note

#2)

2K

2K

CR

OS

S S

EC

TIO

N

CR

OS

S S

EC

TIO

N

*1t/1k

*1t/1k

73 1

/8"

(2)2x6

(3)2x6

(5)2x6

TR-74, TR

-105, TR-106 bear

on TC of TR

-75@121 1/8"

2x6@16"oc brg w

all to 121 1/8" (13' wall)

(2) 1 3/4" x 9 1/2" 1.55E LSL 2t/2k

(2) 1 3/4" x 9 1/2" 1.55E LSL 2t/2k

2x6@16"oc brg w

all to 133 1/8" (14' wall)

(2) 1 3/4" x 9 1/2" 1.55E LSL 2t/2k

(2)2x6

*(4)2x6

Gird

er

Girder

TR-1 spans w

all, no header (See note#2)

2K

2K

4t/2

k

1t/2

k

*

*2t

/2k

109

1/8"

109 1/8"

TT TTee ee

rr rr rr rryy yy CC CC

DD DDee ee

ss ssii ii gg gg

nn nn SS SS

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ii ii cc ccee ee

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62

0 O

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80

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7

71

9-9

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BB BBuu uuii ii ll lldd ddii ii nn nngg gg DD DDee eess ss ii iigg ggnn nn aa aann nndd dd DD DDrr rr aa aaff ff tt ttii ii nn nngg gg bb bbyy yy:: ::

PP PPrr rr oo oojj jj ee eecc cctt tt DD DDee eess ss cc ccrr rr ii iipp pptt tt ii iioo oonn nn:: ::

PLAN #:

11624 Blackcomb Trail

Peyton, CO

Plo

t D

ate

:

3/1

4/2

014

Sh

eet

#:

6

Drawn by:

TT TTee ee

rr rr rr rryy yy CC CC

aa aarr rr ll ll

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CC CCuu uuss sstt tt oo oomm mm SS SSii ii nn nngg ggll ll ee ee FF FFaa aamm mmii ii ll llyy yy RR RRee eess ssii ii dd ddee eenn nncc ccee ee

BB BBII II DD DD

// // FF FFII II NN NN

AA AANN NN

CC CCEE EE

EE EEDD DD

II II TT TTII II OO OO

NN NN

Lot 36, Antlers Ridge Estates

El Paso County, Colorado.

NOTES:

of

8

NO

T F

OR

CO

NS

TR

UC

TIO

N

PP PPll ll aa aann nnss ss aa aann nndd dd DD DDoo oocc ccuu uumm mmee eenn nntt tt ss ss CC CCrr rr ee eeaa aatt tt ee eedd dd ff ffoo oorr rr :: ::

8883

Sh

ipm

an L

n.

Co

lora

do

Sp

rin

gs,

CO

809

0871

9-51

0-62

53

8'-

11"

1'-

0 5

/8"

9'-

1 1

/8"

10

'-8 1

3/1

6"

Highest Ridge

SCALE: 1/4" = 1'

FRONT ELEVATION

Stucco simulated 2 x 6 trim bands

Provide ice and water shield protectionfrom edge of eave to 24" in from outsideof exterior wall required at elevationsabove 7,000 ft.

Install Roof ventilation @1/300 of total roofarea w/half at soffit and half at ridge

Stucco with metal latheover 7/16" OSB wallsheathing. 2 x 6 Stucco trimSee Mountain shadowsspecial Provisions

Top of Wall @9' Ceiling

Simulated Stone Veneer installed as shown

12

6 typ

Finish Grade: Allow 6" separation from woodproduct and drainage slope 6" in first 10'

Basement Slab

Top of Subfloor

Top of Wall

Class A Asphault shingles weighing lessthan 240#/100 sq ft may be installed onlyfrom May 1st through October 31st.

SIDE ELEVATIONSCALE: 1/4" = 1'

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

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BB BBuu uuii ii ll lldd ddii ii nn nngg gg DD DDee eess ss ii iigg ggnn nn aa aann nndd dd DD DDrr rr aa aaff ff tt ttii ii nn nngg gg bb bbyy yy:: ::

PP PPrr rr oo oojj jj ee eecc cctt tt DD DDee eess ss cc ccrr rr ii iipp pptt tt ii iioo oonn nn:: ::

PLAN #:

11624 Blackcomb Trail

Peyton, CO

Plo

t D

ate

:

3/1

4/2

014

Sh

eet

#:

7

Drawn by:

TT TTee ee

rr rr rr rryy yy CC CC

aa aarr rr ll ll

ss ssoo oo

nn nnS

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CO

NT

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:

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as

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fy d

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nd

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s p

rio

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mm

en

ce

me

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of

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rk.

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on

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an

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by P

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. A

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r o

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an

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CC CCuu uuss sstt tt oo oomm mm SS SSii ii nn nngg ggll ll ee ee FF FFaa aamm mmii ii ll llyy yy RR RRee eess ssii ii dd ddee eenn nncc ccee ee

BB BBII II DD DD

// // FF FFII II NN NN

AA AANN NN

CC CCEE EE

EE EEDD DD

II II TT TTII II OO OO

NN NN

Lot 36, Antlers Ridge Estates

El Paso County, Colorado.

NOTES:

of

8

NO

T F

OR

CO

NS

TR

UC

TIO

N

PP PPll ll aa aann nnss ss aa aann nndd dd DD DDoo oocc ccuu uumm mmee eenn nntt tt ss ss CC CCrr rr ee eeaa aatt tt ee eedd dd ff ffoo oorr rr :: ::

8883

Sh

ipm

an L

n.

Co

lora

do

Sp

rin

gs,

CO

809

0871

9-51

0-62

53

GARAGE SIDE ELEVATIONSCALE: 1/4" = 1'

REAR ELEVATIONSCALE: 1/4" = 1'

Min 36" OpenGuardrail at

Balcony w/4"max openings

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, C

O

80

91

7

71

9-9

64

-25

68

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ch

om

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n.c

om

BB BBuu uuii ii ll lldd ddii ii nn nngg gg DD DDee eess ss ii iigg ggnn nn aa aann nndd dd DD DDrr rr aa aaff ff tt ttii ii nn nngg gg bb bbyy yy:: ::

PP PPrr rr oo oojj jj ee eecc cctt tt DD DDee eess ss cc ccrr rr ii iipp pptt tt ii iioo oonn nn:: ::

PLAN #:

11624 Blackcomb Trail

Peyton, CO

Plo

t D

ate

:

3/1

4/2

014

Sh

eet

#:

8

Drawn 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

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ing

s h

ave

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en

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d t

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as

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ed

by

th

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am

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en

t.

Ple

as

e v

eri

fy d

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ns

ion

s a

nd

de

tail

s p

rio

r to

co

mm

en

ce

me

nt

of

wo

rk.

Dra

win

gs

us

ed

on

sit

e m

us

t b

e c

urr

en

t an

d m

atc

h t

ho

se

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an

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by P

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. A

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y C

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s w

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.

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: T

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of

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teri

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. U

se

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the

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gs

an

d c

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ts c

on

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ed

th

ere

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r o

the

r p

urp

os

es

an

d/o

r b

y o

the

rs w

ith

ou

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en

pe

rmis

sio

n o

f T

err

y C

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n S

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s i

sp

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an

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er

to c

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s f

or

da

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ge

s a

nd

in

frin

ge

me

nt

pe

na

ltie

s.

CC CCuu uuss sstt tt oo oomm mm SS SSii ii nn nngg ggll ll ee ee FF FFaa aamm mmii ii ll llyy yy RR RRee eess ssii ii dd ddee eenn nncc ccee ee

BB BBII II DD DD

// // FF FFII II NN NN

AA AANN NN

CC CCEE EE

EE EEDD DD

II II TT TTII II OO OO

NN NN

Lot 36, Antlers Ridge Estates

El Paso County, Colorado.

NOTES:

of

8

NO

T F

OR

CO

NS

TR

UC

TIO

N

PP PPll ll aa aann nnss ss aa aann nndd dd DD DDoo oocc ccuu uumm mmee eenn nntt tt ss ss CC CCrr rr ee eeaa aatt tt ee eedd dd ff ffoo oorr rr :: ::

8883

Sh

ipm

an L

n.

Co

lora

do

Sp

rin

gs,

CO

809

0871

9-51

0-62

53