30X22 ATTIC AC

CESS

100.01'

25.0

1'

446.1'

91.0

9'

630'

DN

UP

UP

SITE PLANSCALE: 1" = 30'12030 MEADOW GLEN LN, COLORADO SPRINGS CO 80908

LEGAL: S 200 ft of W 630' of SE4NW4 Sec 9-12-65

LOT AREA: 126,000 sq ft, 2.89 AcresFOUNDATION FOOTPRINT AREA: 3043.74 sq ft (2.41%)HIGHEST RIDGE HEIGHT FROM AVG GRADE: 27'

CONDITIONED LIVING AREA: MAIN LEVEL: 1587 sq ft BASEMENT: 1811 sq ft TOTAL: 3398 sq ft

GARAGE AREA: 867 sq ft

630'

200'

200'

ME

AD

OW

GL

EN

LN

RO

W

LEACHFIELD AREA

EXISTING WELL

EXISTING DRIVEWAY

NO

RT

H

TT TTee eerr rr rr rryy yy CC CC DD DDee eess ssii ii gg ggnn nn SS SSee eerr rr vv vvii ii cc ccee eess ss

5620 Old Farm Terrace

Colorado Springs, CO 80917

www.tchomedesign.com 719-964-2568

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719-

964-

2568

PLOT DATE

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719-

510-

6253

2011 PIKES PEAK REGIONAL BUILDING CODE2009 IRC*2009 IPC*2009 IFCG*2009 IMC*2009 IECC*2011 NEC***As amended by 2011 PPRBC**Or the latest edition adopted by the State of Colorado

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CODE SCHEDULE

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

CO

NS

TR

UC

TIO

N E

DIT

ION

13'-8 1/4"

11'-8 1/4" 13'-2" 17'-0 1/2" 14'-1 1/4"

7'-

1 1

/4"

8'-

8 1

/4"

8'-

2 1

/2"

6'-

3 3

/4"

9'-

5 3

/4"

5'-

1 1

/4"

9'-

1 1

/4"

10'-1 1/4"

6'-

3 1

/4"

11'-1 1/4"

34'

9'-3

5/1

6"

6'

4'

12'-

4 1

/2"

2' 12' 28' 12' 4'

11'-4"1'-9"13'-2"1'-9"12'

1'-

9"

10'-

3"

1'-

9"

6'-

3"

1'-9 1/4"12'4'-2 3/4"10'

8'

10'

26'

2'-

4 1

/8"

6'

4'

3'-3

3/4

"

3'-3 13/16"

3'-3 3/4"

2'

4'8'20'17'

8'11'-4"9'-4"8'-4"

1'

5'

12'

6'

6'

12'

22'

6'

1'-4

1/2

"

9'-3

"

1'-4

1/2

"2'

-10

1/2"

16'-3

"

2'-1

0 1/

2"

2'

22'

6'

15'-

4"

8"

3'-4" 8"

2'

20'

9'19'

2'-

6"

3'-

6"

8"

7'-

8 1

/2"

4'

65'-6 1/8"

41'-7 3/8"

4'

ColumnCenters

0"

-24"

-24"

0"W

all step

Co

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ters

Co

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ters

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tep

CR

OS

S S

EC

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N

ColumnCenters

-104"

ColumnCenters

ColumnCenters

Co

lum

nC

en

ters

ColumnCenters

Wa

ll s

tep C

olu

mn

Ce

nte

rs

ColumnCenters

-78"

-10

4"

Garage angle reference dimension

Wall step-78

"-4

8"

Wa

ll s

tep

-48"

0"

Garage angle reference dim

ension

-24"

Patio Door on top of wall, no cutout in concrete

Wall

step

Wall step

-48

"-2

4"

Wall step -78

"-4

8"

Wall step

-78

"

-24"

+8"

0"

Wall step

-24"

0"

Wall step

+8"

0"

-24" 0"

38

" x

87

" o

pe

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nc

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te w

all

(fr

om

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)

Inst

all S

THD

14 a

t "X

", m

inim

um 1

1/2"

from

concr

ete

side

edge

Gar

age

Floor D

rain

age

Slope:

Top o

f wal

l at b

ack

to -

3" a

t Ove

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d Door O

penin

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Provi

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Servi

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X

X

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Gar

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Gar

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SCALE: 1/4" = 1'

1) Foundation Plan for dimensional reference only. Soils Report and Foundation Design by licensed Colorado Engineer must be onsite at first inspection.2) Hatched area indicates position of mudsill. Use treated or redwood 2x4 at top of basement wall 2x6 at Garage and and garden level walls as shown. No Brickledge required for Cultured Stone Installation.3) THERE WILL BE NO SUBGRADE BASEMENT WINDOWS ON THISBUILDING. All wells are custom in landscape, must be minimum 15 sq ft withminimum 36' dimension. Provide steps or ladder if over 44" deep with bottom/top step/rungminimum 18" from grade All headers are framed per floor framing plan. See Floor plan for walkout and garden level window location and sizes.4) See engineer's foundation plan for lintel, pier and pad sizing and detail.5) Pad dimensions are from exterior surface of wall to center of pad6) Main basement wall 9' plus double sill plate (3") for 107" net ceiling with4" slab over footing. Foundation top of wall and pier hts indicated are relative to top of 9' mainbasement wall under floor framing.

FOUNDATION PLAN

Deck piers per Engineer's Foundation Plan

CR

OS

S S

EC

TIO

N

TT TTee eerr rr rr rryy yy CC CC DD DDee eess ssii ii gg ggnn nn SS SSee eerr rr vv vvii ii cc ccee eess ss

5620 Old Farm Terrace

Colorado Springs, CO 80917

www.tchomedesign.com 719-964-2568

De

bo

rah

Mo

ore

re

sid

en

ce

8/20

/201

488

83 S

hip

man

Ln.

Colo

rado S

pri

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CO

809

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Note

s an

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evis

ions:

Dra

wn

By:

Ter

ry C

arls

on

719-

964-

2568

PLOT DATE

A R

es

ide

nc

e F

or:

2SHEET

of 8

Sit

e s

pe

cif

ic s

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lefa

mil

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719-

510-

6253

SU

BJE

CT T

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PR

BD

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AL a

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STA

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CO

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RE

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WH

UPCO

CO

SD

SD

SD

SD

SD

CO

29'-10" x 16'-4"

22'-8" x 40'-0"

10'-5" x 8'-3"

4'-2" x 9'-8"

12'-6" x 11'-10"

4'-7" x 6'-4"

13'-3" x 14'-3"

30'-8" x 8'-4"

1811 sq ft

8'-2" x 6'-4"4'-11" x 9'-8"

11'-4" x 0'-6"

15

''1

5''

5'-9"3'-0 1/2"1'-5 1/2"

21'-10"8'-4 1/2"12'-6 1/2"1'

1' 2'-8" 4'-5" 3'-5 1/2" 30'-2 1/2" 14'-3"

1' 8'-5 1/2" 8'-3" 4'-3 1/2" 4'-8 1/2" 4'-5" 3'-7 1/2"

6'-

11

1/2

"1

5'-

0 1

/2"

11

'-0

3/4

"1

'-8

3/4

"1

'-6

3/4

"1

5'-

7 3

/4"

8'-

11

1/2

"3

'-1

0"

10

'-9

"6

'-5

1/2

"

5 1

/2"

4'-

5 1

/2"

2'-

5"

1'

3'-

4"

3'-

7 1

/2"

3'-

5 1

/2"

5'-

3"

7'-

4"

15'' 15''

1'

12

'-3

"3

'-5

1/2

"3

'-3

1/2

"5

'1

'

3'-3 13/16"

3'-3

3/4

"3'-3 3/4"

2'

2'-

4 1

/8"

4'

42

'

4'

14

'8

'4

'1

2'

6'

1'

5'

42

'

2'-

4 1

/8"

4'

22

'1

0'

11

'-6

3/4

"5

'5

'-5

1/4

"4

'-5

"2

'3

'-7

"

58'

4'12'28'12'2'

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

9' 8'-4" 9'-4" 11'-4" 8' 8'

GARAGE

BASEMENT FLOOR PLAN

BEDROOM

RECREATION

5050SL 90" to top (Egress)

2468

CR

OS

S S

EC

TIO

N

BEDROOM

CLOSET

CLOSET

BATH

BATH

MECHANICAL (UNFINISHED)

STORAGE (UNFINISHED)

WET BAR

5050SL 90" to top 120610 Tempered sliding patio door

Concrete patio or Min 36" pad

20

40

SH

90

" t

o t

op

50

50

SL

90

" t

o t

op

(E

gre

ss

)

2868 Louvered

32" Archway

2468 2668

2468

30

" A

rch

wa

y

26

68

2668

28

" A

rch

wa

y

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.

Flo

or

Dra

in

Min

3"

cle

ara

nc

e

Min 3" clearance

ICC/UL approved B-Ventwood burning Fireplacevents through roof

NO COOKING

1) BASEMENT CEILING HEIGHTS (Basement FinishOptional): 7'-7 1/2" Minimum Ceiling Height. Beams, Girders andDucts may project up to 10" below required height.Nominal 9' Standard basement ceiling: 107" slab to floorjoist 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 basementwindows with min 36" dimension. Provide ladder wherewell is deeper than 44" below grade. First rung of ladderto 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 floorrim as indicated by arrows and may not terminate within36" of any opening which allows air into occupied area Provide backdraft damper.

4) DRYER VENT Dryer vent terminates Floor rim below to exterior wallas 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 openingthat allows air into occupied area. Provide backdraft damper Provide 100 sq in make-up air

5) STAIRS: Install minimum 1/2" drywall, firetaped, all surfacesunder stairs if enclosed and accessible. Provide Handrail minimum 34", maximum 38" fromstair nosing. Provide minimum 36" half wall or guardrail at openlandings 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, 86gallon First Hour Rating, 40,000BTU Input Provide combustion air and clearances per IMC for gasappliances.

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 within15 ft of all bedroom entrances. Multiple detectors to beinterconnected.

8) Provide low resistance return air path to all closedrooms. Recommend 1" clearance at bottom of door.

9) Allow Floor Lift under non-bearing partitions Treated or redwood sill plate on surface with bottomplate of wall elevated 3" above sill plate held in placewith 6" spike @4' max oc.

10) Provide outside combustion air to gas appliances inbasement.

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

CR

OS

S S

EC

TIO

N

7'-

1 1

/16

"1

0'-

1 1

/8"

1'-

0 5

/8"

8'-

11

"

Highest Ridge

Subfloor

Basement Slab

Top of Wall

9' Ceiling

CROSS SECTIONSCALE: 1/4" = 1'

Providedamp

proofingbelow grade

Step footing to minimum 30" below finish grade and Provide 2" RigidFoam Insulation to extend 36" vertically or horizontally between slaband foundation wall or outside of foundation wall as slope conditionswarrant or with walkout option

See Soils Report for footingperimeter drain specifications

See Engineer's foundation Plan forfoundation reinforcing and anchor schedule

4" Concrete slab with expansion joint at perimeter and isolated from interior footings

Allow Floor Lift under non-bearing partitionsTreated or redwood sill plate on surface withbottom plate of wall elevated 3" above sill plateheld in place with 6" spike @4' max oc.

2x4 or 2x6 redwoodor treated mudsill2x4@16"oc Firring

Wall at subgrade

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

Stucco w/metallathe overbuilding paperover 15/32" OSBwall sheathing

Provide min 4" guttersand downspouts with

3' tip ups.

See RESCHECK Reportand HVAC docs for

insulation R values andwindow and door U

values

11 7/8" BCI 6000 floor Joist@16"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)

5/8" Sheetrock at 24"ocframing, 1/2" sheetrockat 12" and 16" framing

12

6 typ

15# felt paper over 15/32"OSB roof sheathingInstall Roof ventilation @1/300 of total roof

area w/half at soffit and half at ridge

Pre-engineered Trusses@24"oc (Typ)

Provide ice and water shield protection fromedge of eave to 24" in from outside of exteriorwall required at elevations above 7,000 ft.

Class A asphalt shingle roofing

BEDROOMWET BAR Beyond RECREATIONBATHCLOSET

MASTER BEDROOMFAMILY ROOMKITCHEN

HALLBATH

3/4" OSB T&G subfloor

6'-

11

1/1

6"

STAIR SECTION

Premanufactured Stair System

Minimum 37" wide.Risers: Max 7 3/4", min 4"Treads 10 1/4" plus 1" nosingHead Clearance: Maintain 6'-8"Handrail: Min 34", Max 38"from stair Nose Max 4" openings

1/2" Drywall minimum,firetaped (all surfaces)under stairs if enclosedand accessible

Fire block atlandings

Min 36" OpenGuardrail at

Balcony w/4"max openings

TT TTee eerr rr rr rryy yy CC CC DD DDee eess ssii ii gg ggnn nn SS SSee eerr rr vv vvii ii cc ccee eess ss

5620 Old Farm Terrace

Colorado Springs, CO 80917

www.tchomedesign.com 719-964-2568

De

bo

rah

Mo

ore

re

sid

en

ce

8/20

/201

488

83 S

hip

man

Ln.

Colo

rado S

pri

ngs,

CO

809

08

PLA

N:

SU

BC

ON

TR

AC

TO

R N

OT

E:

Ev

ery

eff

ort

has

be

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ma

de t

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vo

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rs. T

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Dra

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By:

Ter

ry C

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on

719-

964-

2568

PLOT DATE

A R

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Sit

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6'-10" x 8'-5"

11'-0" x 9'-8"

7'-0" x 11'-9"

1587 sq ft

7'-2" x 7'-8"

12'-4" x 12'-8"

10'-8" x 11'-8"

9'-6" x 4'-11"

11'-6" x 6'-5"

11'-6" x 4'-11"

12'-3" x 9'-5"

15'-0" x 14'-2"

16'-0" x 15'-11"

7'-9" x 11'-3"

16'-6" x 11'-10"

8'-7" x 11'-11"

10'-3" x 7'-0"

23'-4

" x

21'-5

"

21'-4

" x

12'-0

"

7'-

11

1/2

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1/2

"1

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1 1

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6'-

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11

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"1

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"1

6'-

9"

1'

10

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"5

3/4

"8

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0 3

/4"

3'-

0 1

/2"

4'-

3"

3'-

11

"5

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1/2

"1

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6 1

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2'-6"2'-11 3/4"2'-4 1/4"5"

15''15''

1' 16' 12'-6 1/2" 1' 6'-2 1/2" 8'-2" 4'-1"

7'-8 1/2"4 1/2"

3'-5 1/2" 2'-7 1/2" 13'-10" 5' 3'-6 1/2" 3'-7 1/2" 15'-10"

15''15''

2'-6 1/2" 11'-5 1/2"

7'-5 1/2"12'-6 1/2"

4'

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

2'-4 1/8"

6'-

11

1/2

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4'-7 1/2" 23'-4 1/2"

1'-9 1/4"12'4'-7 3/4"2'7'-7"

43'-3

5/1

6"

9'-3

5/1

6"

34'

5'-9

5/1

6"

3'

6"

9'

4'

21'

2'

6'

4'

9 1

/2"

2'-

8"

6 1

/2"

16

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1/2

"

4'

8'-

6 1

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3'-

10

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10

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58'

4'12'28'12'2'

3'-6"5'3'-6"

6"6'5'-6"

6'

40

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4 1

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10

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12'

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6'

1'-6

"

9'

1'-6

"

3'

8'

8'

3'

3'-3

3/4

"

10 7

/8"

1'-6

"

10 7

/8"

3'-3 3/4"

10 7/8" 1'-6"10 7/8"

24'22'

2'

9'

4'

9'

49'

17' 20' 8' 4'

10 15/16"

1'-6"

10 7/8"

3'-3" 2'-6" 5'-6" 3'-6" 2'-3" 2'-3" 2'-6" 3' 2'-6" 5'-3" 2' 2'-6"

DINING

MASTER BDRM

BEDROOM

GA

RA

GE

MASTER BATHCLOSET

SHOWER

FAMILY

SPA

DECK

DECK

GA

RA

GE

ENTRY

SHOP

BATH

LAUNDRY

KITCHEN

PORCH

HVAC

PORCH

soffit to 9'

3068

so

ffit

to

9'

so

ffit

to

9'

30

16

SL

5050SL

2036SH 120610 Tempered sliding patio door

28

68

6040SL

60

40

SL

50

68

Te

mp

ere

d s

lid

ing

do

or

20

40

SH

1630

FX96

" to

top

1630FX

96" to top 1630FX96" to top

2030FX90" to top2650SH2650SH

36802650FX

4040SL

9' x

8' O

verh

ead d

oor

16' x

8' O

verh

ead d

oor

2868 20 minuterated tightfitting door

28

68

2668

24

68

2668 pkt

50

68

BP

2068

32"archway in8" wall

26

68

5068

2668 pkt

24

68

24

68

GAR

AGE A

REA:

867

sq ft

5/8"

type

X shee

trock

at c

eilin

g and

com

mon w

all f

iret

aped

.

W

rap a

ll st

ruct

ural

mem

bers.

(S

ee g

ener

al n

ote 8

)

8' Ceiling w/vault to 10'10"

8' Ceiling

8' Ceiling

9' Ceiling

10' Ceiling

10' Ceiling

Flat ceiling @ 10' 0"w/tray to 11' 0"

Flat ceiling @ 9' 0"w/tray to 10' 0"

9' Ceiling

Flat ceiling @ 10' 0"w/tray to 11' 0"

9' Ceiling

10' Ceiling

9' Ceiling

ICC/UL approved two sidedB-Vent Gas Fireplace ventsthrough roof

1) CEILINGS AND WALLS Standard ceilings: 10' except whereotherwise indicated. Verify plate heights withframing plans. Garage ceiling: 85 1/8" from framedsubfloor. Standard exterior walls: 2x6@16"oc UON

2) WINDOWS: All window header heights 84" fromsubfloor UON. Garage window tops from topof foundation wall. Provide one Egress window at allbedrooms. 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 indicatedby , terminate through roof or throughfloor rim as indicated by arrows and may notterminate within 36" of any opening whichallows air into occupied area. Where no arrow is indicated, exhaust fanvents straigt up through roof. Provide backdraft damper.

4) DRYER VENT Dryer vent terminates Floor rim below toexterior wall as indicated by arrow. Maximum dryer vent duct: 25', allow 5' foreach elbow. Dryer vent may not terminate within 36" ofany opening that allows air into occupiedarea. Provide backdraft damper Provide 100 sq in make-up air

5) STAIRS and BALCONIES: Install minimum 1/2" drywall, firetaped, allsurfaces under stairs if enclosed andaccessible. Provide Handrail minimum 34", maximum38" from stair nosing. Provide minimum 36" half wall or guardrailat 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 Interlinkedtogether and to all other floors with batteryback-up Carbon Monoxide detector installedwithin 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 andcommon wall firetaped. Wrap all structural members. Provide minimum 1/8" slope per 1' at floorfor drainage.

9) ARCH RADIUS Use opening width for arch radius at allarched windows and archways.

10) Provide low resistance return air path toall closed rooms. Recommend 1" clearanceat bottom of door.

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

CR

OS

S S

EC

TIO

N

CR

OS

S S

EC

TIO

N

32

" a

rch

wa

y

MAIN LEVEL FLOOR PLAN

TT TTee eerr rr rr rryy yy CC CC DD DDee eess ssii ii gg ggnn nn SS SSee eerr rr vv vvii ii cc ccee eess ss

5620 Old Farm Terrace

Colorado Springs, CO 80917

www.tchomedesign.com 719-964-2568

De

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ore

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8/20

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488

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evis

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Dra

wn

By:

Ter

ry C

arls

on

719-

964-

2568

PLOT DATE

A R

es

ide

nc

e F

or:

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Sit

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13'-8 1/4"

11'-1 1/4"

6'-

3 1

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10'-1 1/4"

1'

6'-

11

1/2

"1

6'-

0 1

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1' 8'-5" 39'-7"

6'-

3 3

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9'-

5 3

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5'-

1 1

/4"

9'-

1 1

/4"

7'-

1 1

/4"

8'-

8 1

/4"

8'-

2 1

/2"

11'-8 1/4" 13'-2" 17'-0 1/2" 14'-1 1/4"

8'11'-4"9'-4"8'-4"

4'2'-4 1/8"

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

20'17'7'2'

3'-3 3/4" 3'-3

3/4

"

4'

1'-

6"

6'-

6"

10

'2

6'

2'-

4 1

/8"

12

'

6'

12' 1'-9" 13'-2" 1'-9" 11'-4"

2' 12' 28' 12' 4'

2'-

4 1

/8"

2'

6'

4'

8'

14

'4

'

Co

lum

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ters

Co

lum

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en

ters

(3)1 3/4" x 11-7/8" LVL 3T/3K

CR

OS

S S

EC

TIO

N

(2)2x10 DF (flush)

ColumnCenters

HUC210-2

W 8x 10 w/2x4 glued/shot to top flange (flush behind 2x10 rim)JB210 hangers(2)2x6 (2)2x6

Co

nc

rete

lin

tel

FRONT PORCH See framing notes

ColumnCenters

ColumnCenters

Co

lum

nC

en

ters

Sta

irw

ell

op

en

ing

Stairwellopening

Stairwellopening

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

(1)1

3/4

" x

11

7/8

" 1

.55

E L

SL

(1)1

3/4

" x

11

7/8

" 1

.55

E L

SL

IUS1.81/11.88IUS1.81/11.88

IUS1.81/11.88

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

(3)2X6

(4)2X6

(4)2X6

ColumnCenters

DECK See framing notes

*

2t/2k

*

2t/2k

*

1t/

1k

*

2t/

2k

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/JB210 hanger 4) Joists: 2x10 @12"oc to LSL Rim w/LUS28. Use LS70 at corners.4) Subfloor: 5/8" Treated CDX7) Topping: Apply waterproof roofing membrane over deck under 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

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

*

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/LUS28,Use LS70 at ledger ends4) Columns: 6x6 or (3)2x6 to beam w/LPC6Z, to concretebelow w/EPB66 (typ) UON5) Decking: 2x6 Trex perpendicular6) Guardrail: Min 36" Rail with Max 4" openings7) Stairs: Min 10" Tread, Max 7 3/4" Riser with handrail min34"/max 38" from nose if any.8) No hot Tub

DESIGN LOADS: No Hot tubLive Load: 40psfDead Load: 15psfTotal Load: 55psfLedger: 66psf (Tributary Area)

DECK FRAMING: No hot tub

JB210 to sill plate

JB210 to sill plate

LUS28 to floor rim

LUS28 to floor rim

Co

lum

nC

en

ters

ColumnCenters

Fa

bri

ca

ted

ste

el

ba

lco

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(d

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ign

by o

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rs)

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ete

d a

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do

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ing

stu

ds

be

low

CR

OS

S S

EC

TIO

N

1 3

/4" x

11

7/8

" 1

.55

E L

SL

1 3

/4" x

11

7/8

" 1

.55

E L

SL

(2)2

x6

140PSF design load this area

W 10x 17 Total length: 10' 3"

1 3

/4" x

11

7/8

" 1

.55

E L

SL

W10x 19 Total length: 14' 3"

W 10x 12 Total length: 13' 10"

W 10x 30 W 10x 30 Total Length: 30' 6"

SCH40

TT TTee eerr rr rr rryy yy CC CC DD DDee eess ssii ii gg ggnn nn SS SSee eerr rr vv vvii ii cc ccee eess ss

5620 Old Farm Terrace

Colorado Springs, CO 80917

www.tchomedesign.com 719-964-2568

De

bo

rah

Mo

ore

re

sid

en

ce

8/20

/201

488

83 S

hip

man

Ln.

Colo

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may

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bje

ct

the

use

r to

cla

ims

fo

r d

am

ag

es a

nd

in

frin

ge

men

t p

en

alt

ies

.

Note

s an

d R

evis

ions:

Dra

wn

By:

Ter

ry C

arls

on

719-

964-

2568

PLOT DATE

A R

es

ide

nc

e F

or:

5SHEET

of 8

Sit

e s

pe

cif

ic s

ing

lefa

mil

y r

es

iden

ce

719-

510-

6253

SU

BJE

CT T

O P

PR

BD

AP

PR

OV

AL a

nds

STA

MP

12

03

0 M

ead

ow

Gle

n L

nC

olo

rad

o S

pri

ng

s,

CO

8

09

08

Se

e s

ite

pla

n f

or

leg

al

de

sc

rip

tio

n

CO

NS

TR

UC

TIO

N E

DIT

ION

30

X2

2A

TT

ICA

CC

ES

S

TR-60

TR-1

TR-1

TR-1

TR

-5

TR-1

TR-2

TR-3

TR-4

TR-8

TR-6

TR-6

TR-6

TR-6

TR-6

TR-7

TR-7

TR-7

TR-7

TR

-16

TR

-9

TR-1

0

TR

-11

TR

-12

TR-7

TR-7

TR-7

TR

-13

TR-14

TR-15

TR-49

TR-17TR-17

TR

-18T

R-1

8

TR

-19

TR

-20

TR

-21

TR

-22

TR

-23

TR

-24

TR

-25

TR

-26

TR

-27

TR

-28

TR-29

TR-30

TR-31

TR-31

TR-32

TR-32

TR-32

TR

-33

TR

-34

TR

-35

TR

-36

TR

-37

TR

-38

TR

-39

TR-40

TR-41

TR-42

TR-43

TR-44

TR-45

TR-46

TR-47

TR-48

TR-52

TR-50

TR-51

TR-57 TR-53

TR-54

TR

-9

TR-55

TR-56

TR-6

2

TR-57

TR-58

TR-5

9

TR-6

0

TR-6

1

TR-6

3

TR-6

4

TR-6

5

TR-6

6

TR-6

7

TR-6

8

TR-6

9

TR-7

0TR-5

9

TR-58

TR-71

TR-71

TR

-9

TR-60

TR-4

TR-59

TR-0

TR-60

TR-60

TR-60

TR

-5

6'-

2"

12

'-1

"9

'-7

1/2

"

2'-7"

2'-

7"

6'-

11

1/2

"

2'-

6"

6'-

0 1

/2"

2'-

11

1/2

"2

'-1

1 1

/2"

11

'-3

1/2

"2

'-6

"

2'-6"10'-8"15'-5 1/2"

2'-

9 1

/2"

9'-

3 1

/2"

2'-

9 1

/2"

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

22'

2'

4'

12'

22'

6'

8'11'-4"9'-4"8'-4"

17' 20' 8' 4'

2'

3'-3 3/4"

3'-3 13/16"

3'-3

3/4

"

8'

10

'2

2'

4'

4'12'28'12'2'

12' 16'-8" 11'-4"

12

'

6'

6'

4'

12

'-4

1/8

"

34'

9'-3

5/1

6"

Balloon frame wall to BC of TR-42 2x6@16"oc

TR-16ATR-1

6A

A

2X4 @ 16" oc bearing wall

2X

4 @

16

"o

c b

ea

rin

gw

all

2X

6 @

16

" o

c b

ea

rin

g w

all

2X6 @ 16" oc bearing wall

2X

6 @

16

" o

cb

ea

rin

g w

all

2X6 @ 16" ocbearing wall

1 p

ly 2

x6

sp

f

2 ply 2x6spf (Girder bearing chord)

2 ply 2x6spf

2 ply 2x6spf

73 1/8"

73 1/8"

73 1

/8"

73 1

/8"

73 1

/8"

73 1

/8"

85 1

/8"

85 1

/8"

85 1/8"

85 1/8"85

1/8

"

85 1

/8"

85 1/8"

97 1

/8"

97 1

/8"

97 1

/8"

97 1

/8"

97

1/8

"

97 1/8"

97

1/8

"9

7 1

/8"

97 1/8"

10

9 1

/8"

97

1/8

"

97 1/8"

97

1/8

"

97 1/8" 97 1/8"

97

1/8

"

109 1/8" 109 1/8" 121 1/8"

10

9 1

/8"

97

1/8

"9

7 1

/8"

97 1/8" 97 1/8"

10

9 1

/8"

10

9 1

/8"

10

9 1

/8"

10

9 1

/8"

10

9 1

/8"

97 1/8"

10

9 1

/8"

109 1/8"

121 1/8"

12

1 1

/8"

12

1 1

/8"

109 1/8"

10

9 1

/8"

10

9 1

/8"

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

12

1 1

/8"

12

1 1

/8"

12

1 1

/8"

121 1/8"

12

1 1

/8"

121 1/8"121 1/8"

12

1 1

/8"

12

1 1

/8"

12

1 1

/8"

12

1 1

/8"

121 1/8"

109 1/8"109 1/8"121 1/8"121 1/8"

10

9 1

/8"

10

9 1

/8"

109 1/8"

109 1/8"

121 1/8"

12

1 1

/8"

12

1 1

/8"

12

9 3

/8"

12

9 3

/8"

121 1/8"121 1/8"109 1/8" 109 1/8"

115 1/8"115 1/8"

EXPOSED TO WIND

Balloon frame wall to BC of TR-1 2x6@16"oc

EXPOSED TO WIND

EXPOSED TO WIND

1t/1

k

*

TR-5

9A S

pans

openin

g, no h

dr

TR-59A

Spans opening, no hdr

HU

S26

1t/

1k

*

1t/1k

*

TR-42 Spans opening, no hdr

(3)1 3/4" x 11-7/8" LVL 3T/3K

1t/

1k

*

2t/

2k

3 1

/2" x

7 1

/4" 1

.3E

LS

L

TR-2 Spans opening, no hdr2K

1t/

2k

*

2t/

2k

*

1t/

1k

* 1t/1

k

*

1t/1k

*1t/1k

*1t/1k

*

1t/1k

*

1t/1k

*

1t/1k

*

1t/1k

(2)1

3/4

" x

9 1/

2" 1

.55E

LSL 3

t/3k

(2)1

3/4

" x

11 7

/8"

1.55

E L

SL Contin

uous to

wal

l corn

ers. (

See p

orta

l fra

me

detai

l

R60

2.10

.3.3

)

2t

2t

1t/3

k

1t/2

k

Provi

de ra

ck a

nd shee

r bra

cing a

t gar

age

retu

rn

wal

ls u

nder 3

2" in

wid

th:

STHD

14 a

t foundat

ion

(See

Foundat

ion P

lan).

Blo

ck al

l shea

thin

g pan

el

edges

. P

ortal

Fra

me

per fi

g. R60

2.10

.3.3

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

*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

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.

TR-1 Spans wall, no hdr set back 4 1/2" to clear faux timber frame

TR-29 set back 4 1/2" to clear faux timber frame

TR-30 Spans wall, no hdr

# PORCH ROOF COLUMNS (typ) Quantity: 36x6 with LPC6Z Cap and ABW66 Base w/1/2"Dia. Expansion anchors w/6" Min. Embedmentinto Foundation

###

2K

CR

OS

S S

EC

TIO

N

CR

OS

S S

EC

TIO

N

2K

1-0

-6 H

ee

l

1-0

-6 H

ee

l

(2)1

3/4

" x

9 1

/2"

LV

L u

nd

er

2x

6 d

bl

top

pla

te

(2)1

3/4

" x

9 1

/2"

LV

Lu

nd

er

2x

6 d

bl

top

pla

te2

t/2

k(2

)2x

6

(2)2

x6

2t/

2k

2K11

5 1

/8"

11

5 1

/8"

2X

4 @

16"

oc b

eari

ng

wall

2X4 @ 16" oc bearing wall

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

*

1t/1k

4x

12

DF

, 1

27

1/8

" t

o t

op

4x

12

DF

, 1

27

1/8

" to

to

p

Extend 4x12's 12" forward of column

*

(2)2

x6

12

1 1

/8" t

o t

op

(2)2

x6

(2)2

x6

TR

-37

se

at

at

12

7 1

/8" t

o c

lea

r p

orc

h b

ea

m

*

1t/1k

A

2K2K

2K

2K

2K

2K

(2)H2.5T(2)H2.5T

(2)H2.5T (2)H2.5T

(2)H2.5T

(2)H2.5T

(2)H2.5T

(2)H2.5T

HTS20

HTS20

2 p

ly 2

x4

sp

f e

xc

2x

6s

pf

at

rec

es

s

THJA26LUS24

LUS24

LUS24

LUS24

LUS24

LUS24

LUS24

LUS24

LUS24

LUS24

(2)2

x4

,(2

)H2

.5T

1 ply 2x6spf

(2)T

BE

4

1 p

ly 2

x4

sp

f

LUS24

LUS24

LUS24

1 ply 2x6spf

LU

S2

6

LU

S2

6

LU

S2

6

1 ply 2x6spf

TR-1

5A

TR-15A L

US

26

LS30 LS30

SU

L26

SU

R2

6

LS30LS30

LS

30 L

S30

LUS26LU

S26

(2)H2.5T

(2)H2.5T

(2)H2.5T

LUS26

LUS26

LUS26

*

1t/

1k

(2)H

2.5

T

LU

S2

4

LU

S2

4

SUL26

LS30 1 ply 2x4spf

1 ply 2x6spf

(3)2x4,(2)TBE4,H

TS20

(3)2x4,(2)TBE4,H

TS20

HU

S26

HU

S26

HU

S26

HU

S26

HU

S26

HU

S26

HU

S26

HU

S26

HU

S26

HU

S26

HU

S26

HU

S26

HU

S26

HU

S26

HU

S26

HU

S26

2x6spfx18" brg block to BC of TR

-71 w(3)16d@

6"oc,(4)2x4,(2)TBE4,H

TS20 both ends of TR-71

HTS20

TT TTee eerr rr rr rryy yy CC CC DD DDee eess ssii ii gg ggnn nn SS SSee eerr rr vv vvii ii cc ccee eess ss

5620 Old Farm Terrace

Colorado Springs, CO 80917

www.tchomedesign.com 719-964-2568

De

bo

rah

Mo

ore

re

sid

en

ce

8/20

/201

488

83 S

hip

man

Ln.

Colo

rado S

pri

ngs,

CO

809

08

PLA

N:

SU

BC

ON

TR

AC

TO

R N

OT

E:

Ev

ery

eff

ort

has

be

en

ma

de t

o a

vo

id e

rro

rs. T

hes

e d

raw

ing

sh

ave

be

en

cre

ate

d t

o s

pec

ific

ati

on

s a

s o

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db

y n

am

ed

cli

en

t.

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ase

ve

rify

dim

en

sio

ns

an

dd

eta

ils p

rio

r to

co

mm

en

cem

en

t o

f w

ork

. D

raw

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s u

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on

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us

t b

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urr

en

t an

dm

atc

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se

sta

mp

ed

an

d a

pp

rove

d b

y P

PR

BD

. A

ny d

ev

iati

on

s f

rom

pla

n w

ith

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t ap

pro

va

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fn

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ed

clie

nt

wil

l b

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ad

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ub

co

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ac

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exp

en

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nd

ma

y b

e s

ub

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t to

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.

CO

PY

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ING

: T

he

se d

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s a

re t

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pro

pri

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ork

pro

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of

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rry

C D

esig

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ice

s d

eve

lop

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fo

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e l

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ex

clu

siv

e u

se

of

the

na

me

d c

lie

nt.

P

lan

s a

re s

ub

jec

t to

ch

an

ge

wit

ho

ut

no

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du

e t

o a

vail

ab

ilit

y o

f m

ate

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ls a

nd

co

de

ch

an

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s. U

se

of

the

se d

raw

ing

s o

rp

rop

rie

tary

co

nce

pts

co

nta

ine

d t

he

rein

by o

the

rsw

ith

ou

t w

ritt

en

perm

iss

ion

of

Te

rry C

De

sig

nS

erv

ice

s is

pro

hib

ite

d a

nd

may

su

bje

ct

the

use

r to

cla

ims

fo

r d

am

ag

es a

nd

in

frin

ge

men

t p

en

alt

ies

.

Note

s an

d R

evis

ions:

Dra

wn

By:

Ter

ry C

arls

on

719-

964-

2568

PLOT DATE

A R

es

ide

nc

e F

or:

6SHEET

of 8

Sit

e s

pe

cif

ic s

ing

lefa

mil

y r

es

iden

ce

719-

510-

6253

SU

BJE

CT T

O P

PR

BD

AP

PR

OV

AL a

nds

STA

MP

12

03

0 M

ead

ow

Gle

n L

nC

olo

rad

o S

pri

ng

s,

CO

8

09

08

Se

e s

ite

pla

n f

or

leg

al

de

sc

rip

tio

n

CO

NS

TR

UC

TIO

N E

DIT

ION

7'-

1 1

/8"

10

'-1

1/8

"1

'-0

5/8

"8

'-1

1"

FRONT ELEVATIONSCALE: 1/4" = 1'

12

6 typ

Class A asphalt shingle roofing

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 w/metallathe overbuilding paperover 15/32" OSBwall sheathing. Simulated 5/4 x 6trim pop-outs.

Finish Grade: Allow 6"separation from wood productand drainage slope 6" in first 10'

Manufactured Stone Veneer installed as shown

Subfloor

Basement Slab

Top of Wall

9' Ceiling

SIDE ELEVATIONSCALE: 1/4" = 1'

TT TTee eerr rr rr rryy yy CC CC DD DDee eess ssii ii gg ggnn nn SS SSee eerr rr vv vvii ii cc ccee eess ss

5620 Old Farm Terrace

Colorado Springs, CO 80917

www.tchomedesign.com 719-964-2568

De

bo

rah

Mo

ore

re

sid

en

ce

8/20

/201

488

83 S

hip

man

Ln.

Colo

rado S

pri

ngs,

CO

809

08

PLA

N:

SU

BC

ON

TR

AC

TO

R N

OT

E:

Ev

ery

eff

ort

has

be

en

ma

de t

o a

vo

id e

rro

rs. T

hes

e d

raw

ing

sh

ave

be

en

cre

ate

d t

o s

pec

ific

ati

on

s a

s o

utl

ine

db

y n

am

ed

cli

en

t.

Ple

ase

ve

rify

dim

en

sio

ns

an

dd

eta

ils p

rio

r to

co

mm

en

cem

en

t o

f w

ork

. D

raw

ing

s u

sed

on

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e m

us

t b

e c

urr

en

t an

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atc

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ho

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mp

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d b

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PR

BD

. A

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.

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PE

ND

ING

: T

he

se d

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s a

re t

he

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ry w

ork

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ct

of

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C D

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s d

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e l

imit

ed

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clu

siv

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of

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me

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lie

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P

lan

s a

re s

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wit

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ab

ilit

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ls a

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se

of

the

se d

raw

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rp

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rie

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t w

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en

perm

iss

ion

of

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rry C

De

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s is

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ite

d a

nd

may

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ct

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use

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Dra

wn

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Ter

ry C

arls

on

719-

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PLOT DATE

A R

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or:

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of 8

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GARAGE SIDE ELEVATIONSCALE: 1/4" = 1'

REAR ELEVATIONSCALE: 1/4" = 1'

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5620 Old Farm Terrace

Colorado Springs, CO 80917

www.tchomedesign.com 719-964-2568

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in

frin

ge

men

t p

en

alt

ies

.

Note

s an

d R

evis

ions:

Dra

wn

By:

Ter

ry C

arls

on

719-

964-

2568

PLOT DATE

A R

es

ide

nc

e F

or:

8SHEET

of 8

Sit

e s

pe

cif

ic s

ing

lefa

mil

y r

es

iden

ce

719-

510-

6253

SU

BJE

CT T

O P

PR

BD

AP

PR

OV

AL a

nds

STA

MP

12

03

0 M

ead

ow

Gle

n L

nC

olo

rad

o S

pri

ng

s,

CO

8

09

08

Se

e s

ite

pla

n f

or

leg

al

de

sc

rip

tio

n

CO

NS

TR

UC

TIO

N E

DIT

ION